Emelio Castillo Portfolio by Emelio Castillo

Emelio Castillo

Landscape Architecture Portfolio

Personal Statement In this portfolio I have enclosed many pieces of work which I have completed during my four years of undergraduate studies at Cal Poly Pomona. Ever since I was thirteen Iâ&#x20AC;&#x2122;ve had the experience of working in Garden Maintenance. I have always enjoyed working outside whether it was planting corn in mexico or today planting vegetation with use of designs. The landscapes I like to design are those that will help with bringing wildlife, have aesthetics and for it to serve the public to their needs while occupying the space. Although I do enjoy what Landscape Architecture is which is designing I much rather be outdoors and breath in the fresh air this world offers.

Content Sensorscapes: Refuge

Pages 3- 10

Texcoco: Mexico City

Pages 11-12

Barren Lake

Pages 13-16

Interweaving West Philadelphia

Pages 17- 19

Rejuveneciendo

Pages 20-21

Residential Designs

Pages 22-28

Construction Documents

Pages 29-42

REFUGE: Sensorscapes

REFUGE 210

210

N San Dimas Canyon Rd

210

Whi te

ita A ve

University of La verne

Bonit

a Ave Whi te A ve

N Garey Ave

E Arrow Hwy E Arro w Hw

LEGEND

Ave

Bon

ita A ve

Bonita Ave

Brackett Field Airport Noise Concentrations

Train Horn

Traffic Noise

66 N Indian Hill Blvd

Whee le

r Ave

Metropolitan Water District

N Towen Ave

E Arrow Hwy

Bonita Ave

E Arrow Hwy

NTS

Water

This project based in La Verne was about incorporating technology into landscape design. I focused on noise pollution around the site. With using an arduino unit and its program. I decided to measure the pollution by having the arduino absorb the noise with a microphone and showcasing it by using lights.

Mapping Regional Context

N NTS

Site Plan

Hydrology

Circulation

Diagrams Function Matrix Sound

Water/Wetlands

Recreational

Edible

Types of Vegetation Surrounding Vegetation

Filtrate water. A reduction of 5 to 8 dBA is reach

For every ~3.3â&#x20AC;&#x2122; it reduces 1.5 dB.

Types

Line of sight blockage 5dB

30â&#x20AC;&#x2122; H

20 to 80 ft

Length

swamps, deltas, coral reefs, billabongs, lagoons, shallow seas, There is also some ones made by man which include farm ponds, gravel pits, sewage farms and canals, irrigated agricultural land,

http://ecowebtown.eu/n_5

Maintenance

Water Runoff

Constructed Wetlands

Edible Garden

Roof

Solar

6 Permeable Pavers

Sections

1”=100’ 0’

100’

200’

1”=20’

Section B

0’

20’

40’

Typologies Typologies

Renders

Photomontage

This is one way to show noise through a light display mounted on a wall.

Another way of showing noise by holographic display of fire.

Axonometric Renders Axo Render Axo Render

Texcoco: city of Mexico Masterplan This project was done in conjunction with my partners Osvaldo Curiel and Ivan Pineda where we designated a design to re-purpose an old airport in Mexico City. The main focus was to direct runoff into the treatment pools which ultimately would reach the last pool as clean water.

6 B 2

1. Commercial area

2. Proposed housing 3. Parks

4. Round abouts/Circulation 5. Proposed Mounds in Park area 6. Treatment Pools 7. End of Treatment Pools Train

Sections and Renders

The Barren Lake: Owens Lake California Masterplan This project based in Owens Valley where DWP drained all the water from Owens Lake and left a dry salty lake. The main focus was to artistically control the levels of salt in the soil by means of digging with heavy machinery to reduce the destructive dust storms. With help of the program grasshopper we created patterns that would be used to guide the machines in creating the artistic design on the ground that would not only be pleasing at eye level but at birds eye view. In addition it would also help with the dust mitigation. I worked on this project with a teammate named Osvaldo Curiel.

Site Plan and Section

Parametrics with grasshopper( plug in for rhino program), photomontage, and machine that we would theoretically use for digging.

http://s7d2.scene7.com/is/image/Caterpillar/C832697?$cc-g$

Process

Interweaving: West Philadelphia

This team project which included Marco Garcia and Ivan Pineda was about finding all the green areas and open spaces in between Mantua and Belmont that residents had access to. Our designs purpose was to connect all these green and open spaces by interweaving landscape and people using streetscapes.

Master Plan

Site Plan and Perspectives

Rejuveneciendo: Culver City Urban Area Rejuveneciendo was a team project that consisted of two architects and two landscape architects. This large site was located in an urban area in Culver City and the focus was to create a livable area for a vast amount of people which would not only be residential, but also commercial interconnected. As Landscape Architects our focus was to take into consideration the runoff that would be created and use the creek that is existing as a relief. We created public vs private spaces by use of vegetation and hardscape. In addition, we wanted to connect two parks that were adjacent to the site on the east and west side.

Sections, Perspective and Plant Palette

Residential Designs AKERSTROM RESIDENCE

3’-0” WIDE, 45 DEGREE SCORE LINES

ADD FLAGSTONE

ENTRANCE DOOR

PLANTER DIVIDED BY BENDER BOARD

EXISTING FENCE PATIO W/ OUTDOOR TABLE

GARAGE SIDE DOOR

CORONA PATH LIGHT

CORONA UP LIGHT

CORONA STEP LIGHT

MULCH

STEPPING STONES

PITTOSPORUMS SILVER SHEEN

STEPPING STONES

FLAGSTONE GARAGE

3 8"

PEA GRAVEL

EX. GATE

4' PILASTERS TYP. W/ FLAGSTONE

3' RETAINING WALL W/ FLAGSTONE CAP

EX. DRIVEWAY STEP RISER TYP.

PALO VERDE MULTI-TRUNK TREE TYP.

8" WIDE SUCCULENT PLANTER TYP

1’-6” WIDE, 45 DEGREE SCORE LINES N

0’

4’

8’

PILASTER FLAGSTONE TEXTURE

3/8” PEA GRAVEL

1/4” = 1’

CONCEPTUAL PLAN

3210 DELAWAREPLAN PL CONCEPTUAL

COSTA MESA CA. 92626

DESIGNER: Emelio Castillo Drawn by: Emelio Castillo DATE: 07/01/2015

ENTRANCE DOOR

Emelio Castillo

PLANT_SCHEDULE

GARAGE SIDE DOOR

AKERSTROM RESIDENCE 3210 DELAWARE PL COSTA MESA CA. 92626

GARAGE

EX. DRIVEWAY

0’

4’

8’

1/4” = 1’

Central leader. (See crown observations detail).

Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace shrub. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil.

Finished grade. Slope sides of loosened soil. Loosened soil. Dig and turn the soil to reduce the compaction to the area and depth shown. Root ball rests on existing or recompacted soil.

Existing soil.

Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace tree. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil.

Trunk caliper shall meet ANSI Z60 current edition for root ball size. Root ball modified as required.

Loosened soil. Dig and turn the soil to reduce compaction to the area and depth shown.

Round-topped soil berm 4" high x 8" wide above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery.

4" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch).

Finished grade.

Existing soil.

3x's widest dimension of root ball.

Slope sides of loosened soil.

SECTION VIEW

Bottom of root ball rests on existing or recompacted soil.

Notes: 1- Shrubs shall be of quality prescribed in the root observations detail and specifications.

3x widest dimension of root ball. SECTION VIEW

2- See specifications for further requirements related to this detail.

SHRUB PLANTING DETAIL

OPEN SOURCE FREE TO USE

TREE PLANTING DETAIL

Notes: 1- Trees shall be of quality prescribed in crown observations and root observations details and specifications. 2- See specifications for further requirements related to this detail. URBAN TREE FOUNDATION © 2014

OPEN SOURCE FREE TO USE

4" high x 8" wide round - topped soil berm above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery.

REVISION

Rootball.

DATE

Shrub.

4" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch).

PLANTING PLAN

Top of root ball shall be flush with finished grade.

SCALE:

AS NOTED

DATE: 07/01/2015

Text

SHEET NUMBER

LC-01

EXISTING OLIVE TREE, TO REMAIN

ESPALIER LAVANDER STARFLOWER

RETAINING/SEATING WALL, TO MATCH COLOR OF HOUSE, STUCCO WITH FLAGSTONE TOP

EXISTING OLIVE TREE, TO REMAIN

FIRE PIT

EXISTING WATER FEATURE

BARBECUE GRILL RAISED VEGETABLE GARDEN 6’ X 2’ X 2’ DODONAEA SHRUBS FOR PRIVACY AND HEIGHT NEW FLAGSTONE TO MATCH EXISTING ONE SLIDING DOOR

SCOPE OF LIMIT OF WORK

NOTES: -$$$ ALLOWANCE FOR HERBS AND VEGETABLES -ALL PLANTED AREAS TO HAVE 2” OF FOREST FLOOR MULCH -DRIP IRRIGATION TO ALL PLANTING AREAS -LOCATION OF ALL PLANTS TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PLANTING

0’

4’ 1/4” = 1’

8’

FOREST FLOOR MULCH

HOUSE

POSSIBLE FRUIT TREES, LEMON, POMEGRANATE AND ORANGE

KALANSKY RESIDENCE CONCEPTUAL PLAN 3

GARAGE

H H

VEG

H F

DRIVEWAY

H F

Designer: Emelio Castillo Drawn by: Emelio Castillo

S M

P P P

Q Q I K

Q Q

N G

R O

R R

SOD

Q Q

NOTES EXISTING VEGETATION

0’

4’

8’

VEG PLANT SCHEDULE TREES A B C D E

I K Q

SHRUBS F G H I J K L

Q Q Q

M N O P Q R S T U V

BOTANICAL NAME / COMMON NAME

PLANTING PLANS TO BE LOCATED ON SITE BY LANDSCAPE DESIGNER OF LANDSCAPE CONTRACTOR FOR THE FRONT PART OF THE HOUSE ONLY, DUE TO EXISTING VEGETATION

EXISTING TREES

1/4” = 1’

Q K J

Q J

HOUSE

Q E Q J K K I Q Q

CONT

QTY

CITRUS AURANTIFOLIA 'BEARSS' SEEDLESS / BEARSS SEEDLESS LIME CITRUS SINENAIS VALENCIA / VALENCIA SWEET ORANGE CUPRESSUS SEMPERVIREN 'SWANE'S GOLDEN' / SWANE'S GOLDEN ITALIAN CYPRESS DODONAEA VISCOSA 'PURPUREA' / PURPLE HOPSEED BUSH GREWIA OCCIDENTALIS / LAVANDER STAR FLOWER

15G 15G 10G 15G 15G

2 1 2 8 8

AEONIUM ARBOREUM / GREEN SALAD BOWL AEONIUM X 'SUNBURST' / COPPER PINWHEEL ANIGOZANTHUS 'BIG RED' / RED KANGAROO PAW ECHEVERIA AGAVOIDES CHRISTMAS / CHRISTMAS ECHEVERIA ECHEVERIA AGAVOIDES 'LIPSTICK' / HEN AND CHICKS

1G 5G 5G 4" 4"

8 10

ECHEVERIA GLAUCA / BLUE HEN AND CHICKS FESTUCA GLAUCA / BLUE FESCUE FESTUCA OVINA / GREEN FESCUE HEUCHERA 'CARAMEL' / CARAMEL CORAL BELLS HEUCHERA X 'CRIMSON CURLS' / CRIMSON CURLS CORAL BELLS LIRIOPE MUSCARI / SILVERY SUNPROOF LILYTURF OPHIOPOGON PLANISCAPUS 'NIGRESCENS' / BLACK MONDO GRASS OPHIOPOGON PLANISCAPUS 'VARIEGATA' / VARIEGATED MONDO GRASS PENNISETUM SPATHIOLATUM / SLENDER VELDT GRASS PITTOSPORUM TENUIFOLIUM 'GOLF BALL' / GOLF BALL KOHUHU SALVIA AMISTAD / FRIENDSHIP SAGE SALVIA MYSTIC SPIRES BLUE / MYSTIC SPIRES BLUE SAGE

4" 1G 5G 1G 1G 5G 1G 1G 1G 5G 5G 5G

5 7 8 8 9 6 39 9 6 5 9

NEW PLANTS PROPOSED BUT MAY VARY IN LOCATION LIMIT OF SCOPE OF WORK SELECT VEGETATION BY HOMEOWNER, FROM ALLOWANCE $$$ 2 - 3" thick layer of mulch.

PLANTING LEGEND 1. SALVIA LEUCANTHA ‘SANTA BARBARA / MEXICAN BUSH SAGE 2. SALVIA MYSTIC SPIRES BLUE / MYSTIC SPIRES BLUE SAGE 3. CASSA BLUE FLAX LILY / DIANELLA CAERULEA 4. ROSMARINUS OFFICINALIS ’HUNTINGTON CARPET’ / HUNTINGTON CARPET ROSEMARY 5. SALVIA MICROPHYLLA ‘HOT LIPS’ / BABY SAGE 6. ANIGOZANTHOS ‘BUSH GOLD’ / YELLOW KANGAROO PAW

Finished grade.

Modified soil. Depth varies. (See specifications for soil modification). Existing soil.

SECTION VIEW

9 4 3

Groundcover plants to be triangularly spaced.

QTY 4 4 7 5 5 5

Mulch.

Pavement.

PLAN Notes: 1- See planting legend for groundcover species, size, and spacing dimension. 2- Small roots (1 4" or less) that grow around, up, or down the root ball periphery are considered a normal condition in container production and are acceptable however they should be eliminated at the time of planting. Roots on the periperhy can be removed at the time of planting. (See root ball shaving container detail). 3- Settle soil around root ball of each groundcover prior to mulching.

GROUNDCOVER

OPEN SOURCE FREE TO USE

Central leader. (See crown observations detail).

Top of root ball shall be flush with finished grade.

5 Shrub. Rootball. 4" high x 8" wide round - topped soil berm above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery.

4" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch).

Finished grade. Slope sides of loosened soil.

GARAGE

Loosened soil. Dig and turn the soil to reduce the compaction to the area and depth shown. Root ball rests on existing or recompacted soil.

Existing soil.

Root ball modified as required.

Loosened soil. Dig and turn the soil to reduce compaction to the area and depth shown.

Round-topped soil berm 4" high x 8" wide above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery.

4" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch).

Finished grade.

Slope sides of loosened soil.

SECTION VIEW

Bottom of root ball rests on existing or recompacted soil.

Notes: 1- Shrubs shall be of quality prescribed in the root observations detail and specifications.

Trunk caliper shall meet ANSI Z60 current edition for root ball size.

Existing soil.

3x's widest dimension of root ball.

3x widest dimension of root ball. SECTION VIEW

2- See specifications for further requirements related to this detail.

KALANSKY RESIDENCE 5 GRAPEVINE IRVINE, CA. 92602

SHRUB PLANTING DETAIL

OPEN SOURCE FREE TO USE

TREE PLANTING DETAIL

OPEN SOURCE FREE TO USE

PLANTING PLAN

REVISION

DATE

6" min.

Q Q

Q O Q G

SCALE:

AS NOTED

DATE: 07/27/2015

Text

SHEET NUMBER

LC-01

THE BELDEN RESIDENCE EXISTING TREE PROPOSED TREE

EXISTING TREE EXISTING TREE

FLAGSTONE WITH DECOMPOSED GRANITE NEW FLAGSTONE TO MATCH EXISTING ONE EXISTING TREE

PROPOSED TREE

EXISTING TREE

FLAGSTONE WITH VEGETATION EXISTING TREE

EXISTING TREE

CONCRETE SLAB FLAGSTONE WITH GROUT

PROPOSED TREES: PARKINSONIA X ‘DESERT MUSEUM’

FOREST FLOOR MULCH

RAIN BIRD DRIP SYSTEM

NOTES

NEW MARATHON II SOD ???

N 0’

4’ 1/4” = 1’

CONCEPTUAL PLAN

8’

- REMOVE GRATES TO IDEAL LOCATIONS AT JOBSITE - NEW FLAGSTONE TO HAVE 2% SLOPE TOWARDS VEGETATION ON BOTH SIDES - 2” OF FOREST FLOOR MULCH TO BE APPLIED TO NEW PLANTING AREAS - NEW IRRIGATION DRIP SYSTEM TO BE INSTALL IN ALL NEW PLANTING AREAS, AND EXISTING PLANTING AREAS AS ACCORDING TO CONTRACTOR. - LOCATION OF ALL PLANTS TO BE APPROVED BY LANDSCAPE CONTRACTOR PRIOR TO PLANTING - IF OWNER DECIDES ON FLAGSTONE WITH VEGETATION, DYMONDIA MARGARETAE-SILVER CARPET GROUNDCOVER IS TO BE PLANTED WITH THE FLAGSTONE.

AEONIUM SUNBURST / COPPER PINWHEEL

AGAVE X 'BLUE GLOW' / BLUE GLOW AGAVE ANIGOZANTHOS 'BIG RED' / RED KANGAROO PAW ANIGOZANTHOS 'BUSH DOWN' / YELLOW KANGAROO PAW CAREX OSHIMENSIS 'EVERGOLD' / VARIEGATED JAPANESE SEDGE FESTUCA MAIREI / ATLAS FECUE MUHLENBERGIA CAPILLARIS / PINK MUHLY GRASS ROSA X 'NOASCHNEE' / FLOWER CARPET WHITE GROUNDCOVER ROSE ROSEMARINUS OFFICINALIS 'HUNTINGTON CARPET' / HUNTINGTON CARPET ROSEMARY SALVIA AMISTAD / FRIENDSHIP SAGE SALVIA MICROPHYLA 'HOT LIPS' / BABY SAGE SALVIA MYSTIC SPIRES BLUE / 'MYSTIC SPIRES BLUE' SAGE

5G 5G 5G 1G 1G 1G 2G 1G 5G 5G 5G

11 10 9 16 3 17 10 5 9 6 10

12 13

SECTION VIEW Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace shrub. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil.

Finished grade. Slope sides of loosened soil. Loosened soil. Dig and turn the soil to reduce the compaction to the area and depth shown.

Groundcover plants to be triangularly spaced.

Mulch. Existing soil.

Pavement.

3x's widest dimension of root ball.

Root ball rests on existing or recompacted soil.

SECTION VIEW

Notes: 1- Shrubs shall be of quality prescribed in the root observations detail and specifications. 2- See specifications for further requirements related to this detail.

SHRUB - UNMODIFIED SOIL

OPEN SOURCE FREE TO USE

GROUNDCOVER

OPEN SOURCE FREE TO USE

Central leader. (See crown observations detail).

Top of root ball shall be flush with finished grade.

NOTES EXISTING SHRUBS AND TREES LOCATION OF ALL PLANTS TO BE APPROVED BY LANDSCAPE CONTRACTOR OR DESIGNER PRIOR TO PLANTING

8 3

8 8

11 11 5

Notes: 1- Trees shall be of quality prescribed in crown observations and root observations details and specifications.

Slope sides of loosened soil.

Bottom of root ball rests on existing or recompacted soil.

NEW SOD AREA

3x widest dimension of root ball. SECTION VIEW

TREE w/ BERM (EXISTING SOIL NOT MODIFIED)

OPEN SOURCE FREE TO USE

2 2 10

13 10

10 11

6 3

4 4

8 8

4 3

4" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch). Finished grade.

Round-topped soil berm 4" high x 8" wide above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery.

Root ball modified as required.

Existing soil.

5 5

5 3 9

Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace tree. Do not over compact. When the planting hole has been backfilled, pour water around the Loosened Digthe and turn the root ball tosoil. settle soil. soil to reduce compaction to the area and depth shown.

Trunk caliper shall meet ANSI Z60 current edition for root ball size.

BELDEN RESIDENCE 12861 CRAFTSMAN LANE SANTA ANA, CA. 92705

Existing soil.

4" high x 8" wide round - topped soil berm above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery.

0’ 6

10 10

4’ 1/4” = 1’

8’

PLANTING PLAN

Rootball.

Modified soil. Depth varies. (See specifications for soil modification).

Shrub.

4" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch).

REVISION

7 8

2 - 3" thick layer of mulch. Finished grade.

DATE

QTY 3

Emelio Castillo

2 4 5

CONT. 24”

6" min.

BOTANICAL NAME / COMMON NAME PARKINSONIA X 'DESERT MUSEUM' MULTI TRUNK / DESERT MUSEUM PALO VERDE

SHRUBS

TREE

DATE: 07/31/2015

SHEET NUMBER

SCALE:

AS NOTED

Text

LP-01

PLANTING LIST LEGEND

PAMBRUN RESIDENCE 7

7 6

8 8

14 14

9 19

2 9

3 12

9 19

14 14 14

12 13 B

A A

20 19 19 20 2019 19 20 19 20 20 20 19 19 19

A B

14 14

8 8

A B

14 14

7 14 14

14 14

14 14 14 14

A A 13 A 13 A B B A B B

BBQ

20 20 20 20 19 19 19

12 12 12 12 12 12 12

14 14

6 8

14 14

7 6

18 17 10 18 16

KITCHEN

Name 1. L em Dwarf Southern Magnolia / Magnolia grandiflora 'L Gem' 2. Variegated New Zealand Christmas Tree / Metrosideros excelsa 'Gala' 3. Sizzling Pink Fringe Flower / Loropetalum chinensis 'Sizzling Pink' 4. Icee Blue Yellow-Wood / Podocarpus elongatus 'Monmal' 5. Friendship Sage / Salvia x 'Amistad' 6. Santa Barbara Mexican Bush Sage / Salvia leucantha 'Santa Barbara' 7. Spanish Red Rose / Rosea 'Spanish Red Rose' 8. Evergold Japanese Sedge / Carex oshimensis ‘Evergold’ 9. Flower Carpet White Groundcover Rose / Rosa x 'Noaschnee' 10. Lavender Starflower / Grewia occidentalis 11. Giant Lilyturf / Liriope gigantea 12. Variegated Flax Lily / Dianella tasmanica 'Variagata' 13. Mexican Feather Grass / Nassella tenuissima 14. Black Mondo Grass / Ophiopogon planiscapus 'Nigrescens' 15. Variegated Mondo Grass / Ophiopogon planiscapus 'Variagata' 16. Amethyst Mist Coral Bells / Heuchera x 'Amethyst Mist' 17. Autumn Leaves Coral Bells / Heuchera 'Autumn Leaves' 18. Black Beauty Coral Bells / Heuchera 'Black Beauty' 19. Cassa Blue Flax Lily / Dianella caerulea 'DBB03' 20. Sunburst Aeonium / Aeonium decorum 'Sunburst' 21. Salad Bowl Aeonium / Aeonium 'Salad Bowl' A. Desert Rose Paddle Plant / Kalanchoe thyrsiflora 'Desert Rose' B. Perle von Nurnberg Echeveria / Echeveria 'Perle von Nurnberg'

PLANTING DETAILS Size 24" 5G 5G 5G 5G 5G 5G 5G 5G 15G 5G 1G 1G 1G 1G 1G 1G 1G 1G 1G 1G 6" 6"

QTY 3 10 18 16 17 17 20 20 21 3 10 15 6 80 14 11 9 11 5 11 11 30 26

Shrub. Rootball. 4" high x 8" wide round - topped soil berm above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery.

4" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch).

Finished grade. Slope sides of loosened soil. Loosened soil. Dig and turn the soil to reduce the compaction to the area and depth shown.

Existing soil.

3x's widest dimension of root ball.

Root ball rests on existing or recompacted soil.

SECTION VIEW

Notes: 1- Shrubs shall be of quality prescribed in the root observations detail and specifications. 2- See specifications for further requirements related to this detail.

SHRUB - UNMODIFIED SOIL

OPEN SOURCE FREE TO USE

2 - 3" thick layer of mulch. Finished grade.

Modified soil. Depth varies. (See specifications for soil modification). Existing soil.

SECTION VIEW

A .

EQ .

Groundcover plants to be triangularly spaced. Mulch.

4 4 3

5 17

6 6 5 5

16 18

16 18 17

5 16

6 17

14 A 14 B B 14 A 14

8’

14 A 14 B B 14 A 14

9 9 FOREST FLOOR MULCH

GROUNDCOVER

OPEN SOURCE FREE TO USE

Top of root ball shall be flush with finished grade.

7. LOCATE ALL UNDERGROUND EQUIPMENT PRIOR TO CONSTRUCTION. 8. CONTRACTOR TO SUPPLY ON THE PLANT MATERIALS SPECIFIED ON THE PLANS. CONTRACTOR SHALL NOT SUBSTITUTE ANY PLANT MATERIAL WITHOUT THE EXPRESS CONSENT OF THE OWNER AND THE LANDSCAPE ARCHITECT, ALL PLANT MATERIALS DELIVERED TO THE SITE SHALL HAVE PLANT TAGS FROM PROVIDING NURSERY IDENTIFYING THE PLANT BY GENUS AND SPECIES.

Central leader. (See crown observations detail).

9. NO PLANTING SHALL TAKE PLACE UNTIL AN IRRIGATION COVERAGE TEST HAS BEEN COMPLETED AND APPROVED BY THE LANSCAPE ARCHITECT.

B A B

10. ALL SHRUB AND GROUNDCOVER PLANTING AREAS TO RECEIVE A 2” LAYER OF MULCH.

Trunk caliper shall meet ANSI Z60 current edition for root ball size.

Loosened soil. Dig and turn the soil to reduce compaction to the area and depth shown.

Root ball modified as required. Round-topped soil berm 4" high x 8" wide above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery.

4" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch). Finished grade.

14 14

11 B A B

Slope sides of loosened soil.

Bottom of root ball rests on existing or recompacted soil.

14 14

Notes: 1- Trees shall be of quality prescribed in crown observations and root observations details and specifications.

Existing soil.

14 14

6. FINAL LOCATION OF ALL TREES AND SHRUBS TO BE VERIFIED IN THE FIELD BY THE LANDSCAPE ARCHITECT AND APPROVED PRIOR TO INSTALLATION. TREE AND SHRUB PLANTING PER PLANTING DETAIL.

14 14

5. CONTRACTOR TO PROVIDE SOIL PREPARATION AND BACK FILL MIX FOR PLANTING AREAS PER SPECIFICATIONS THIS SHEET.

3 14

3 15

15 15

MATERIALS

N 4’ 1/4” = 1’

14 14

9 14 A 14 B B 14 A 14

15 14 15 14 12 15 15 14 15 12 14

144

4 15

PLANTING PLAN

0’

7 5

15 14

9 5

2 14 14

A A A

7 6

1 16

3. ALL PLANT MATERIAL SHALL BE APPROVED BY AT THEIR SOURCES BY THE LANDSCAPE ARCHITECT PRIOR TO DELIVERY. 4. ALL PLANTING MATERIAL BEDS SHALL BE GRADED, AND HAVE AMENDMENTS ADDED PRIOR TO PLANTING.

17 18 18 17 16 18 16 18 17 16

9 3

4 10

3x widest dimension of root ball. SECTION VIEW

TREE w/ BERM (EXISTING SOIL NOT MODIFIED)

OPEN SOURCE FREE TO USE

DRIVEWAY RAIN BIRD DRIP SYSTEM

HUMMINGBIRDS

BEES

BUTTERFLIES

WILDLIFE

Pavement.

1. ALL PLANT MATERIAL SHALL BE OF THE HIGHEST QUALITY AVAILABLE, APPROVED BY THE LANDSCAPE ARCHITECT. 2. ALL PLANTS SHALL BE OF A-A QUALITY THEY SHALL BE SYMMETRICAL, FILL THE CONTAIINER, THEY SHALL NOT BE ROOT BOUND. THEY SHALL NOT BE PLANTED FROM ONE CONTAINER SIZE TO THE SPECIFIED SIZE, AND THEY WILL BE HEALTHY REPRESENTATIVE SPECIMENS.

GARAGE

PATIO AREA

PLANT NOTES

6" min.

3 MORE SALVIA AMISTAD 3 MORE SALVIA SANTA BARBARA 6 MORE CORAL BELLS 2 OF EACH

CONCEPTUAL/PLANTING PLAN

Construction Documents

All these documents were created while I was attending Cal Poly Pomona and I was in my third year of my undergraduate studies. Most of the documents were in the construction course and two of them of a panting design course which I took in the same year.

General Construction Notes

INDEX OF DRAWINGS #

TITLE

SHEET

The Contractor agrees that he shall assume sole and complete responsibility for the job site conditions including all utility locations during the course of construction of the project, including the safety of all persons and property. The contractor shall familiarize himself with all site conditions through plans and site observations before the start of construction.

It is the responsibility of the Contractor to bring forth and report any discrepancies, or conditions that are not according to plan, that will cause unsafe conditions, result in finished conditions not to the level of professional competence. Any such discrepancies or conditions shall be reported to the Clientâ&#x20AC;&#x2122;s representative and/or the Landscape Architect immediately to rectify the problem or the proposed work.

VICINITY MAP

TITLE SHEET

City streets, sidewalks and adjacent property shall be protected throughout construction.

REVISED LANDSCAPE GRADING PLAN

LG-01

GRADING PLAN SECTION-ELEVATIONS

LG-02

It is the Contractors responsibility for replacement, at own cost, of any existing items that are to remain and are damaged during construction. These items may include plant materials, paving, walls, utilities such as sewer, electrical, water supply, etc. See appropriate plans for the above items.

LANDSCAPE CONSTRUCTION PLAN

LS-01

All items of work, property lines, and locations of existing utilities, etc., as shown on plans, shall be verified prior to commencing of work. Notify the Landscape Architect of any discrepancies.

The Contractor shall obtain all necessary permits and coordinate all necessary inspections.

The Contractor shall coordinate all responsible work with other related trades as required, to accomplish all construction operations.

Refer to Planting Plans for any boxed trees to be installed prior to paving.

All dimensions are taken from the face of walls, edge of paving, or centerline, unless noted otherwise on plan. All radii and curves shall have a smooth and continuous transition without abrupt changes or bends.

WATER FEATURE ENLARGEMENT PLAN

Summerlin Pkwy

LS-02 Project Site

6 7

WATER FEATURE DETAILS AND ELEVATIONS LANDSCAPE LIGHTING PLAN

LS-03

W Charleston Blvd 1000 Scenic Loop Dr., Las Vegas, NV 89161

159

W Sahara Ave

LS-04

WOOD STRUCTURE AND DETAILS

LS-05

HARDSCAPE DETAILS

LS-06

HARDSCAPE DETAILS

LS-07

IRRIGATION PLAN

LI -01

IRRIGATION DETAILS

LI -02

PLANTING PLAN

LP-01

215

10. The Contractor shall guarantee all responsible work for a period of one year.

215

PROJECT:

TITLE SHEET

LAS VEGAS, NEVADA

NOTIFICATIONS:

C C

SCALE: as noted

LANDSCAPE ARCHITECT Emelio Castillo ADDRESS: 810 S. RAITT ST. SANTA ANA CA. 92704 CONTACT: 714-673-2658

CIVIL ENGINEER FRANCISCO LIMA 1342 THOWNSEND ST SANTA ANA CA. 92704 (909)285-4896

ARCHITECT LORE LUCERO 9008 MINNIE ST. IRVINE CA. 92605 (714) 872-5369

Red Rock Canyon Visitor Center: LA 332L GLENN MATSUI Las Vegas

RED ROCK CANYON CONSERVATION AREA VISITOR CENTER

Emelio Castillo

Title Page

DATE: 06/09/2015 CLIENT SANTIAGO ESCUTIA 971 BRISTOL ST FOUNTAIL VALLEY CA. 92701 (949) 856-3398

SHEET #

LEGEND

636

NATURAL PRESERVATION AREA 6

DROP-OFF

SYMBOL

DESCRIPTION

FS TW BW BS TS FG HPS

Finish Surface Top of Wall Bottom Wall Bottom of Stair Top of Step Finish Grade High Point of Swale

643' 642' 641' 640'

2.0% 645.49 FS

EQUIPMENT ROOM

2.0%

P.A.

4.0% 638.24 FS

643'

GRADING NOTES

644'

639 640 641 642

64 5'

644 645 6'

646

4.0%

647.75 FS

641.65

8.3%

646.98 FS

641.55 641.45

CAUTION - NOTICE TO CONTRACTOR

7.3%

2.0%

643.99 641.75 641.65 641.55

644.09

643.89

8.3%

644

646

ENTRY PLAZA 647.75 FS 644

2.0%

2.0% 646.48 FS 646.58 FS 1.5%

645

643.99 ROOF GUTTER OUTLET

643

642

646.75' 642

643

641

4.8%

P.A. VISITOR CENTER 647.75 FFE

647.75 FS

643

4.0%

1.5%

12 Steps @ 6" risers

647.43 TW

639.45

8.3%

639.52

OUTDOOR CAFE

639

646

RESTROOM

GIFT SHOP 647.75 FFE

647.11 FG

647

RESTROOM

639

647.25 FG 648

649.90 BS 651.90 TS

646.48 FG

647

2.0%

647.90 BS 649.40 TS

650

1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FILED. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATED ALL EXISTING UTILITIES WHICH CONFLICT WITH PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL EXPOSE EXISTING UTILITIES AT LOCATIONS OF POSSIBLE CONFLICTS PRIOR TO ANY CONSTRUCTION.

2.0%

645

649

640

645

647.75 FS

2.0%

645.93 TW

641

642

643

644

2.0% 2.0%

2.0%

646

642.93 TW 641.43 BS 644.43 TW

1. CONTRACTOR TO EXERCISE CAUTION WHEN WORKING IN AREA OF EXISTING UTILITY AS SHOWN. 2. CONTRACTOR TO ESTABLISH FLOW LINE ELEVATIONS AND SLOPE OF DRAIN LINE TO PROVIDE POSITIVE DRAINAGE. 3. CONTRACTOR TO VERIFY EXACT LOCATION 638.24 FS CROSSWALK PATHWAY CONNECTION OF EXISTING UTILITIES (HORIZONTAL & TO ENTRY PLAZA (NON-RAMP) VERTICAL) PRIOR TO COMMENCEMENT OF WORK

2.0%

646

638

644

648.04 BS 649.54 TS 650.04 BS

5.0%

651

3.0%

643

647.75 FS 647.25 FG

638.02 TC

642 641

PARKING AREA W/ ADA -COMPLIANT SPACES

638

640

2.0%

639

652

639.52 FS ADA RAMP CONNECTION TO ENTRY PLAZA

645

HPS 646.75

65 0

2 65

652.04 TS

1.5

637

3.0% 637.00 FS 637

636.76 FS

3.0%

636

636.61 TC 636.11 BC

636.07 TC 635.57 BC

637

638

SITE PLAN

SITE DESIGN BASED ON RED ROCK CANYON VISITOR CENTER, LAS VEGAS NEVADA. ARCHITECT: LINE AND SPACE ADJUSTMENTS BY KEIJI UESUGI FOR ACADEMIC USE.

60 feet

SAFETY NOTICE TO CONTRACTOR IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

UESUGI MATSUI SPRING 2015

4.0%

LA 331L

647.75 FS

8.33%

Red Rock Canyon Visitor Center, Las Vegas, NV

2.0

12 Steps @ 6" risers

Landscape Grading Plan

5.0%

2.0%

REVISION

642.35 FS 641.12 FS

647.31 FS

645.82

6.0%

P.A.

642.04

647.58 FS

643.69 FS

2.0 % 8.33%

2.0

BOTTOM OF DETENTION BASIN 639' FG

647.25 FS

DATE

641.22 FS RIM 641.12

RIM 640.80 AREA DRAIN

640.26 Daylight

2.0

639'

647.43 TW 645.93 TW 644.43 TW 642.93 TW 641.43 BS

642'

644.34 FS

Emelio Castillo Cal Poly Pomona Landscape Architecture

Grading Plan

SCALE:

1" = 20'

NORTH

1"=20'-0" DATE: 06/09/2015

Text

SHEET NUMBER

LG-01

Staking Plan SYMBOL

FS TW BW BS TS FG O.C. Typ.

45Â° EQ.

LOW WALL

38'-0"

LS-04 N

40'-8"

10'-4"

LS-02 A

2" 7'-

SCORE LINE AT 8' O.C. TYP

21'-1"

LS-02 I

7'-1" 7'-1" 7'-1"

LS-03 E

LS-02 H2

R86'-3"

GENERAL CONSTRUCTION NOTES

LS-03 M

46'-4"

LS-03 C

LS-02 B

SCORE LINE AT 8' O.C. TYP

RETAINING WALL

1. The Contractor agrees that he shall assume sole and complete responsibility for the job site conditions including all utility locations during the course of construction of the project, including the safety of all persons and property. The contractor shall familiarize himself with all site conditions through plans and site observations before the start of construction.

SEATING WALL

R24'-9"

1" 27'-82

PAVERS

LS-04 O

LS-03 I

ENTRY PLAZA STAMP CONCRETE

SCORE LINE AT 8' O.C. TYP

8'-0" 6'-6" Typ

13'

R13'-1"

66'-3"

9'-10"

LS-03 J

24'-9"

ASPHALT

2. It is the responsibility of the Contractor to bring forth and report any discrepancies, or conditions that are not according to plan, that will cause unsafe conditions, result in finished conditions not to the level of professional competence. Any such discrepancies or conditions shall be reported to the Client's representative and/or the Landscape Architect immediately to rectify the problem or the proposed work.

LS-04 P

20'

ASPHALT SCORE LINE AT 8' O.C. TYP

13'-2"

50'-11" R25'

35'-6"

95'-3"

5' PAVERS

1' Typ

8' Typ

1" '-3 2

5' Typ

LS-03 L

'-5

LS-03 K

DECOMPOSED GRANITE

LS-03 J

LS-03 I

1" 02

LS-03 L

19'-1"

3. City streets, sidewalks and adjacent property shall be protected throughout construction.

R6'-5"

R36'-1"

PERMEABLE PAVERS R5'-8"

22'-2" LS-03 B

4. It is the Contractors responsibility for replacement, at own cost, of any existing items that are to remain and are damaged during construction. These items may include plant materials, paving, walls, utilities such as sewer, electrical, water supply, etc. See appropriate plans for the above items.

18'-11"

FREESTANDING WALL

8'-

8' Typ

85'-3"

5. All items of work, property lines, and locations of existing utilities, etc., as shown on plans, shall be verified prior to commencing of work. Notify the Landscape Architect of any discrepancies.

5' Typ

10'-5" 9' Typ

'-7 1 2"

R5'

LS-03 J

106'-10"

6. The Contractor shall obtain all necessary permits and coordinate all necessary inspections.

LS-03 L

R5'

7. The Contractor shall coordinate all responsible work with other related trades as required, to accomplish all construction operations.

15'-9"

20'

8. Refer to Planting Plans for any boxed trees to be installed prior to paving.

SITE PLAN

SITE DESIGN BASED ON RED ROCK CANYON VISITOR CENTER, LAS VEGAS NEVADA. ARCHITECT: LINE AND SPACE ADJUSTMENTS BY KEIJI UESUGI FOR ACADEMIC USE.

1" = 20'

NORTH

60 feet

9. All dimensions are taken from the face of walls, edge of paving, or centerline, unless noted otherwise on plan. All radii and curves shall have a smooth and continuous transition without abrupt changes or bends. 10. The Contractor shall guarantee all responsible work for a period of one year. .

UESUGI MATSUI WINTER 2015

2' Typ

LS-04 N

12'-5"

1" 82'-42

1" 14'-102

11'

5'-8"

17' 12 Steps @ 6" risers

1" 28'-112

LS-03 M

LA 331L

34 '-8 1 2"

Degree of Arc Equal

ENTRY PATHWAY CONCRETE FINISH IS TO BE SALT FINISH ENTRY PLAZA IS TO HAVE STAMP FINISH CONCRETE AMPHITHEATER TO ENTRY PLAZA PATHWAY TO BE STAIN SALT FINISH ADA RAMP CONCRETE TO BE GRAY COLOR FINISH

Red Rock Canyon Visitor Center, Las Vegas, NV

LS-03 D

LANDSCAPE CONSTRUCTION PLAN

CMU WALL 8'-8"

EQUAL Typ

44'-5"

REVISION

LS-03 A

PILASTER Typ

DATE

LS-03 F

DESCRIPTION Finish Surface Top of Wall Bottom Wall Bottom of Stair Top of Step Finish Grade On center Typical

Emelio Castillo Cal Poly Pomona Landscape Architecture

LEGEND

SCALE:

1"=20'-0" DATE: 03/17/2015

Text

SHEET NUMBER

LS-01

Water Feature Plan LS-03 I

LS-04 O

2'-8" 3'-6"

ENTRY PLAZA STAMP CONCRETE

4'-11" 2'-6" Emelio Castillo Cal Poly Pomona Landscape Architecture

27'-81 2"

PAVERS

SCORE LINE AT 8' O.C. TYP

2'-7"

2'-5"

35'-6"

1'-6" LS-02 A

4'-3"

WATER FOUNTAIN PAVERS

10'-2"

3'-6"

1'-7"

13'-1"

E 12'-5"

EQ. V

2 "

8'-0

TO SEWER

TO POINT OF CONNECTION

2'-3"

Typ. OFFSET DISTANCE 1" ELECTRICAL LIGHTING (LED) TYP

Typ.

TYP

DRAIN

SCALE 1"=10'

WATER FOUNTAIN PLAN VIEW

SCALE: 21"=1'-0"

Red Rock Canyon Visitor Center, Las Vegas, NV

16'-3

5' Typ

DECOMPOSED GRANITE

Typ.

1 "

1' Typ

LS-03 I

LEGEND

LED LIGHT DRAIN PIPE ELECTRICAL LINE WATER FOUNTAIN PIPE LINE

LA 333L

POINT OF CONNECTION

WATER FEATURE PLAN VIEW

DRAIN

BACK FLOW PREVENTER

REVISION

SHUT OFF VALVE

UESUGI MATSUI SPRING 2015

EQUIPMENT VAULT

DATE

EQ. V

SCALE:

AS NOTED

DATE: 06/09/2015

Text

SHEET NUMBER

LS-02

Water Feature Details 1" 1'-62

2'-3"

2 6"

3 2

6 7

1 8

WATER FEATURE SCHEMATIC

SCALE: 3 4"=1'-0"

SECTION A-A'

SCALE: 3 4"=1'-0"

1. PREFABRICATED CUSTOM METAL PIECE 2. POURED IN CONCRETE, GUNITE 3. VERTICAL #3 REBAR 4. HORIZONTAL #3 REBAR 5. INTERLOCKING PAVERS 6. SETTING BED- FINE PEA GRAVEL 7. 4" AGGREGATE SUB-BASE 34" D.I.A COARSE AGGREGATE 8. RIGID CONCRETE 9. 90% COMPACTED SUB- GRADE

4'-4"

SECTION ELEVATION SCALE:

4"=1'-0"

6" 6"

7 4"

2" 2"

1" 2'-42

REVISION

LA 331L

9'-0"

UESUGI MATSUI SPRING 2015

16'-1"

DATE

2 3 4 5 6 7

MAIN WATER SOURCE WATER PUMP FILTER CHLORINATOR SHUT-OFF VALVE DRAIN TO PUMP OVERFLOW DRAIN

Red Rock Canyon Visitor Center, Las Vegas, NV

16'

WATER FEATURE DETAILS AND ELEVATIONS

1" 12 TYP.

3 1" TYP.

Emelio Castillo Cal Poly Pomona Landscape Architecture

9'-0" 1" 2'-92

2'-3"

SCALE:

16'-1"

16'

SECTION B-B' SCALE:

4"=1'-0"

AS NOTED

DATE: 06/09/2015

Text

SHEET NUMBER

SECTION ELEVATION SCALE: 3 4"=1'-0"

LS-03

Lighting Plan LP-01 DOWN B LIGHT

T4 85w B1

LIGHTING SCHEDULE

T4 35w C1

     

.\New Details\FX_logonew_final_color.jpg



T# ## ## LP-01 C



UP LIGHT



VOLTAGE DROP CALCULATIONS

LP-01 E

T1 57w B1

PATH LIGHT

LP-01 C

B1) 33.6W x 45’ of #12 cable/7500= 0.20 37.8W x 50’ of #12 cable/7500=0.25 Total Voltage Drop = 0.45

TRANSFORMER s

WALL LIGHT

T1 203w C1



LP-01 D





 



  

T1 216w D1

C1) 25.2W x 32’ of #12 cable/7500=0.11 42W x 55’ of #12 cable/7500= 0.31 Total Voltage Drop = 0.42

T2 27w A1 T2



 



   



 

T2 82w B1 T2 76w C1

T3 72w A1

60 feet

.\New Details\FX_logonew_final_color.jpg











 







 



 

 

NORTH

.\New Details\FX_logonew_final_color.jpg

 



1" = 20' T3 25w B1



T2: A1) 25.2W x 60’ OF # 12 cable/7500= 0.20 Total Voltage Drop = 0.20

T1 54w A1

LP-01 F



PATH LIGHT

Emelio Castillo Cal Poly Pomona Landscape Architecture

WALL LIGHT

.\New Details\FX_logonew_final_color.jpg





Red Rock Canyon Visitor Center, Las Vegas, NV

LP-01 A

T4 68w A1



  

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

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

 

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  

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 

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FX 

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 

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 

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 

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 

General Lighting Notes 1. Contractor shall verify power and switch sources with Owner prior to bidding. 2. All electrical work required for operation of pool shall be included in the pool bid separate from garden lighting. 3. Contractor shall secure all necessary permits and arrange for all necessary inspections. 5. Contractor shall coordinate all sleeving under paving with concrete contractor.

8. All electrical work required or operation of pool shall be included in the pool bid separate from garden lighting. 9 Use only Nightscaping low voltage direct burial cable UCI 122(12-2) 10. Use only Nightscaping ace connectors at all wire splices.

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 

 

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 

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 

 



UESUGI MATSUI SPRING 2015

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

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LA 333L

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2 NPT 4X





11. Contractor shall provide and install transformers sized to accommodate maximum

13. All electrical work shall comply with all applicable codes. conditions, to the satisfaction of the Owner and Landscape Architect. Contact Landscape Architect two (2) days prior to adjustments. 15. Install transformers at least 12” above ground level (see detail). 16. Center feed wire runs to transformer as shown per plan. 17. Connect wire runs to transformer as shown on wiring diagram.

may be required to maximize operating conditions. 20. All equipment and materials shall be installed in accordance with manufacturer’s

regulations take precedence, or per U.E.C. 21. The installing contractor is responsible for verifying actual material quantities before ordering.

jeopardize the functionality and/or integrity of the design. 23. Contractor to contact Landscape Architect before commencement of work any discrepancies, obvious situations on non-workable situations, or the need to make any changes to the design. 24. Contractor shall maintain all electrical one (1) year. 25. Contractor shall develop and provide one (1) copy of as-built drawings to Owner and Landscape Architect. Mount one ()

set of drawings and hermetically sealed and position permanently inside transformer cover.

REVISION

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 

DATE



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

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



 

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 

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LIGHTING PLAN AND DETAILS



SCALE:

AS NOTED

DATE: 06/09/2015

Text

SHEET NUMBER

LS-04

Wood Details E1 LS-05

20'-0" 5' Typ.

D1 LS-05

5' Typ.

1" 2'-22

1" 2'-22 Typ

6'-8" Typ 1

1 1'-1"

1 2

5'-11"

10"

6' Typ.

Emelio Castillo Cal Poly Pomona Landscape Architecture

2" 6"

11'-10"

3 4

5'-11"

F LS-05

1'-5"

10"

2 2

E2 LS-05

6 7

4'-11"

FRAMING PLAN A DECK 1 4" = 1'-0"

I LS-05

4" x 4" DOUGLAS-FIR POST DEPENDING ON DECK HEIGHT ABOVE GRADE 2. 2" x 10" DOUGLAS-FIR FACIA 3. 2" x 6" DOUGLAS-FIR DECKING 4. 4" LENGTH SPIRAL NAIL FOR FASTENING DECKING 5. 2" x 8" DOUGLAS-FIR JOIST 6. 4"x 4" DOUGLAS-FIR BEAM 7. 8" x 8" x 10" PREFABRICATED POURED CONCRETE PIER NOTE: 2 NAILS PER DECKING PLANK AT EACH JOIST

H LS-05

FRAMING PLAN B OVERHEAD 1 4" = 1'-0" 1. 2. 3. 4.

1. 2. 3. 4. 5. 6. 7. 8.

CONC. FOOTING BASE TO WOOD POST 3 4"

= 1'-0"

4" x 8" SANDWICH BUILD-UP BEAM INTO POST 2" x 2" NATURAL COLOR DOUGLAS-FIR CROSS TIE 4" x 4" NATURAL COLOR DOUGLAS-FIR RAFTER 8" x 8" DOUGLAS-FIR POST

4" x 4" DOUGLAS-FIR POST DEPENDING ON DECK HEIGHT ABOVE GRADE STRAP ANCHOR AS POST BASE ATTACHMENT GALVANIZED BOLT ANCHOR AS BOLTS 8" x 8" x 10" PREFABRICATED POURED CONCRETE PIER #3 REBAR CONCRETE FOOTING AGGREGATE SUB-BASE 90% COMPACTED SUB-GRADE

5'-11" 1 1 2

1 2

3 2 3

1. 2. 3. 4. 5. 6.

4" LENGTH SPIRAL NAIL FOR FASTENING DECKING 2" x 6" DOUGLAS-FIR DECKING 2" x 8" DOUGLAS-FIR JOIST 1" x 10" DOUGLAS-FIR FACIA 2" x 4" CLEATS MECHANICAL FASTENER OR HURRICANE CLIP SEE MANUFACTURER'S RECOMMENDATIONS FOR ADDITIONAL REQUIREMENTS 4" x 10" DOUGLAS-FIR BEAM

6" Typ

4 6

4 7

1. 2. 3. 4. 5. 6. 7. 8. 9. 10.

2" x 6" DOUGLAS-FIR CONTINUOUS CAP RAIL 2" x 4" DOUGLAS-FIR TOP RAIL 8" x 8" DOUGLAS-FIR POST 2" x 2" DOUGLAS-FIR BALUSTER 6" O.C. 4" GALVANIZED SCREW 2" x 6" DOUGLAS-FIR BOTTOM RAIL 2" x 6" DOUGLAS-FIR DECKING 2" x 4" DOUGLAS-FIR CLEATS 4" LONG SPIRAL NAIL 1" x 10" DOUGLAS-FIR FACIA

3 7

FACIA TO JOIST CONNECTION DETAIL 3 4"

= 1'-0"

OVERHEAD STRUCTURE DETAILS 3 4"

= 1'-0"

1. 2. 3. 4. 5. 6. 7.

10"

STL. CONNECTOR 2" x 2" COLOR DOUGLAS-FIR CROSS TIE STL. BEAM\RAFTER CONNECTOR CARRIAGE BOLTS 4" x 4" NATURAL COLOR DOUGLAS-FIR RAFTER 4" x 8" SANDWICH BUILD-UPBEAM INSET INTO POST COUNTER SUNK CARRIAGE BOLTS 8" x 8" NATURAL DOUGLAS-FIR POST

9 10

SIDE ELEVATION

FRONT ELEVATION G

HAND RAIL DETAIL ON DECK 3 4"

= 1'-0"

5'-11"

2 3

4'-9"

6" Typ

1'-0" Typ

2 6

2'-10"

3 1" 2

4" 4"

1" 1'-02

I EQ.

EQ.

FENCE POST DETAIL 3 4"

= 1'-0"

LOW-RAIL FENCE DETAIL 3 4"

= 1'-0"

1. 2. 3. 4. 5. 6. 7. 8. 9.

2" x 6" DOUGLAS-FIR CONTINUOUS CAP RAIL 2" x 4" DOUGLAS-FIR TOP RAIL 8" x 8" DOUGLAS-FIR POST 2" x 2" DOUGLAS-FIR BALUSTER 6" O.C. 2" x 6" DOUGLAS-FIR BOTTOM RAIL 4" DECOMPOSED GRANITE 12" x 12" CONCRETE FOOTING AGGREGATE SUB-BASE 90% COMPACTED SUB-GRADE

1. 2. 3. 4. 5. 6. 7. 8.

= 1'-0"

2" x 10" DOUGLAS-FIR STRINGER 2" x 4" DOUGLAS-FIR TREADS 1" x 6" DOUGLAS-FIR FACIA GALVANIZED STRAPS 1" x 2" DOUGLAS-FIR SPACERS CONCRETE FOOTING AGGREGATE SUB-BASE 90% COMPACTED SUB-GRADE

1. 2.

WOOD STEP DETAILS 3 4"

A J SECTION 1 4" = 1'-0"

10" 1" 62

4 6

WOODEN DECK AND OVERHEAD, DETAILS

7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17.

STL. CONNECTOR 2" x 2" NATURAL COLOR DOUGLAS-FIR CROSS TIE STL. BEAM/RAFTER CONNECTOR/CARRIAGE BOLTS 4" x 4" NATURAL COLOR DOUGLAS-FIR RAFTER 8" x 8" NATURAL COLOR DOUGLAS-FIR POST 2" x 6" DOUGLAS-FIR CONTINUOUS CAP RAIL 2" x 4" DOUGLAS-FIR TOP RAIL 2" x 2" DOUGLAS-FIR BALUSTER 6" O.C. 2" x 4" DOUGLAS-FIR BOTTOM RAIL 1" x 10" DOUGLAS-FIR FACIA 4" x 8" DOUGLAS-FIR JOIST 4" x 10" DOUGLAS-FIR BEAM 4" x 4" DOUGLAS-FIR POST DEPENDING ON DECK HEIGHT ABOVE GRADE 8" x 8" x 10" PREFABRICATED POURED CONCRETE PIER CONCRETE FOOTING AGGREGATE SUB-BASE 90% COMPACTED SUB-GRADE

REVISION

4'-9"

DATE

UESUGI MATSUI SPRING 2015

1 4"SPACING

2'-4"

4" tYP

= 1'-0"

LA 331L

DECKING TO JOIST CONNECTION DETAIL 3 4"

Red Rock Canyon Visitor Center, Las Vegas, NV

SCALE:

AS NOTED

DATE: 06/09/2015

Text

SHEET NUMBER

LS-05

Construction Details 8"

10"

90% COMPACTED SUBGRADE

F.G.

UNDER DRAIN (ALTERNATE TO WEEP HOLES) PITCH OUTLET

#4 REBAR CONT.

#4 VERT. REBAR @ 32" O.C.- ALTERNATE BENDS.SOLID GROUT ALL CELLS W/ REBAR 8"X8"X16" CONC. BLACK @ BASE

#4 REBAR @ 32" O.C. ALTERNATE BENDS SOLID GROUT ALL CELLS WITH REBAR

4"X16" CONC. BLOCK (SIZE HT. AS NECESSARY)

HT. VARIES SEE PLAN

WEEP HOLE 2" DIA. PIPE @ 6" O.C.

EXPANSION JOINT CONCRETE FOOTING

1'-0"

CONC. FOOTING

8"X4"X16" CONC. BLOCK

GRANULAR MATERIAL #4 HORIZ. REBAR @ 32" O.C. CONT

12" MIN

#4 REBAR @ 32" O.C. ALTERNATE BENDS SOLID GROUT ALL CELLS WITH REBAR

#4 REBAR VERTICAL @ 32" O.C.

10"X2"X16" CONC. BLOCK CAP

#4 HORIZ. REBAR @ FOOTING & @ TOP OF WALL

CONCRETE FOOTING 1'-6"

3 4"

= 1'-0"

1'-6"

3 4"

= 1'-0"

CAST-IN-PLACE CONCRETE CAP

FREESTANDING WALL

LOW WALL

CMU WALL

90% COMPACTED SUBGRADE

1'-0"

1'-6"

3 4"

RETAINING WALL 3 4"

= 1'-0"

SEATING WALL

3 4"

= 1'-0"

2'-3"

11"

1. JOINTS OF INTERLOCKING PAVERS. NO MATERIALS IN ALL JOINTS 2. 1/2" WIDE EXPANSION JOINT WITH FLEXIBLE MATERIAL 3. INTERLOCKING PAVERS 4. SETTING BED- FINE PEA GRAVEL 5. AGGREGATE SUB-BASE 34" D.I.A COARSE AGGREGATE 6. 90% COMPACTED SUB- GRADE

8" 5' Typ

2'-6"

#4 HORIZ. REBAR

1'-0"

CONCRETE FOOTING

F.G

6" 4"

2'-0"

1" 12

12"X12"X8" COLUMN BLOCK

#4 REBAR VERT. REBAR

PRE-CAST/ INTERLOCKING PAVERS SCALE: 34"= 1'-0"

90% COMPACTED SUBGRADE

6" PILASTER

3 4"

2'-6"

= 1'-0" 7

Emelio Castillo Cal Poly Pomona Landscape Architecture

#4 HORIZ. REBAR @ 32" O.C. CONT

6'-0" Max

5'-0"

8"X6"X16" SLUMP BLOCK 'LA PAZ' 6"X6"X16" SLUMP BLOCK 'MISSION'

1'-0"

STUCCO FINISH TO MATCH HOUSE AT ALL SIDES EXCEPT CAP SURFACES

8"X8"X16" CONCRETE BLOCK

#4 REBAR TOP, MIDDLE & BOTTOM CONT.

FIN. GR

STUCCO FINISH

Red Rock Canyon Visitor Center, Las Vegas, NV

8"x6"x16" SLUMP BLOCK 'MISSION"

DECOMPOSED GRANITE PAVING SCALE: 34"= 1'-0"

2 3 4 5

1'-6" 6"

DATE

TUBULAR STEEL HANDRAIL 1 21"DIAMETER INSTALLED IN CENTER OF CONC. CURB CONC. CURB 6" HIGH x 6" WIDE CONC. STEPS (SEE PLAN FOR COLOR,FINISH AND NUMBER OF RISERS/TREADS #3 NOSING REBAR WITH 2" CLEARANCE CHAMFER 21"AT 45 DEGREES AT ALL EDGES #3 NOSING REBAR @ 16" O.C. HORIZONTAL TYP. DECOMPOSED SUB-BASE PATH (SEE PLAN) AGGREGATE SUB-BASE 34" DIA.COARSE AGGREGATE 90% COMPACTED SUB-GRADE

1. 2. 3. 4. 5. 6. 7. 8. 9.

1'-11"

2% 8

1'-1"

1. DECOMPOSED GRANITE SURFACE COARSE 2. AGGREGATE SUB-BASE 34" D.I.A COARSE AGGREGATE 3. APPROVED FABRIC SEPARATION IF REQUIRED 4. 90% COMPACTED SUB- GRADE

1'-6"

2 3

PERMEABLE PAVEMENT L SCALE: 34"= 1'-0"

1. PAVER JOINTS FILLED WITH COARSE SAND 2. TYP.PERMEABLE PAVERS 3. AGGREGATE IN OPENING. COARSE AND SETTING BASE 4. SETTING BED- FINE PEA GRAVEL 5. AGGREGATE SUB-BASE 34" D.I.A COARSE AGGREGATE 6. 90% COMPACTED SUB- GRADE

1'-0"

CONCRETE STEPS WITH HANDRAIL SCALE: 34"= 1'-0"

UESUGI MATSUI SPRING 2015

ASPHALT PAVEMENT SCALE: 34"= 1'-0"

3'-0"

1. ASPHALT CONCRETE SURFACE COURSE 2. ASPHALT CONCRETE BASE 3. SAND BASE 4. FABRIC SEPARATION 5. DRAIN MAT 6. WATER PROOF MEMBRANE WITH PROTECTION BOARD 7. 90% COMPACTED SUB- GRADE

LA 333L

DETAILS OF WALLS, STEPS, HANDRAILS, AMPHITHEATER, AND PAVEMENTS

1. CONCRETE EXPANSION JOINT 2. #3 HORIZONTAL REBAR @ 16 O.C. TYP. 3. CONCRETE SEAT WALL 4. #3 NOSING REBAR WITH 2" CLEARANCE 5. CHAMFER 21" AT 45 DEGREES 6. PAVING 7. SETTING BED 8. AGGREGATE SUB-BASE 9. 90% COMPACTED SUB-GRADE

REVISION

AMPHITHEATER STEPS G SCALE: 34"= 1'-0"

1" 2" 3" 1"

CONCRETE PAVING SCALE: 34"= 1'-0"

1. 2. 3. 4. 5. 6. 7.

1 4" WIDE SAW CUT SCORE LINE 1" DEEP OR TOOLED #3 HORIZONTAL REBAR @ 16" O.C. BOTH DIRECTIONS TYP TYP. 4" CONCRETE SLAB SEE PLAN, STAMP CONCRETE COLD JOINT #3 REBAR @ 2' O.C. @ BOTH ELEMENTS #3 REBAR DOWEL 12" WITH SLEEVE 2'-0" O.C. AGGREGATE SUB-BASE COARSE 34" DIA 90% COMPACT SUB-GRADE

SCALE:

AS NOTED

DATE: 06/09/2015

Text

SHEET NUMBER

LS-06

Construction Details 1

6 1

6 7

1'-11"

ADA RAMP DETAIL P SCALE: 34"= 1'-0"

LA 331L

UESUGI MATSUI SPRING 2015

Red Rock Canyon Visitor Center, Las Vegas, NV

TUBULAR STEEL HANDRAIL AT CURB 2" DIA CONC. PAVING W/ SCORE LINES, EXPANSION JOINTS, COLD JOINTS 6" x 12' CONC. CURB W/ EXPANSION JOINTS #3 HORIZONTAL REBAR @ 16" O.C. (BOTH DIRECTIONS) #3 HORIZONTAL REBAR @ 16" O.C. (BOTH DIRECTIONS) AGGREGATE SUB-BASE COARSE 34" DIA. 90% COMPACT SUB-GRADE

DETAILS OF WALLS, STEPS, HANDRAILS, AMPHITHEATER, AND PAVEMENTS

1. 2. 3. 4. 5. 6. 7.

ENTRY PATHWAY DETAIL O SCALE: 34"= 1'-0"

10"

1. 2. 3. 4. 5. 6. 7.

ENTRY PLAZA DETAIL SCALE: 34"= 1'-0"

REVISION

TYP. 4" CONCRETE SLAB WITH 90 DEGREE SCORE LINE @ 8' O.C. (BOTH DIRECTIONS WHERE APPLICABLE) 1 4" WIDE SAW CUT SCORE LINE 1" DEEP OR TOOLED #3 HORIZONTAL REBAR @ 16" O.C. BOTH DIRECTIONS TYP AGGREGATE SUB-BASE COARSE 34" DIA COLD JOINT #3 REBAR 2' O.C. @ BOTH ELEMENTS 90% COMPACT SUB-GRADE

DATE

1. 2. 3. 4. 5. 6.

PATHWAY BETWEEN PLAZA AND AMPHITHEATER SCALE: 34"= 1'-0"

3" 6"

Emelio Castillo Cal Poly Pomona Landscape Architecture

3'-0"

SCALE:

AS NOTED

DATE: 06/09/2015

Text

SHEET NUMBER

LS-07

Irrigation Plan

EMELIO CASTILLO

IRRIGATION SCHEDULE

RED ROCK CANYON LAS VEGAS, NEVADA

15 1"

16 1"

14 1"

13 1"

6.39

1" 3.84

8.96

1" 1"

9.61

12.9

12.5

9 1"

7 1"

IRRIGATION PLAN

6 1"

SPRING 2015

8 1"

UESUGI

16.9

LA 333L

REVISION

13.6

2 1"

DATE

SCALE:

NORTH

1"=10'-0" DATE:

06/09/015 SHEET NUMBER

LI-01

Emelio Castillo Cal Poly Pomona Landscape Architecture

Irrigation Details

BRASS BALL ISOLATION VALVE

BUBBLER ON FLEX HOSE RISER

SHRUB SPRAY 6" POPUP W/MARLEX

UESUGI MATSUI WINTER 2015 LA 331L

TURN ROTOR MARLEX ASSEMBLY

WOODEN DECK AND OVERHEAD, DETAILS

ELECTRIC REMOTE CONTROL VALVE

REVISION

Notes DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED, WHEN IT IS OBVIOUS THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING DESIGNING, SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE, OTHERWISE THE IRRIGATION CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS. THIS DESIGN IS DIAGRAMMATIC. EQUIPMENT SHOWN IN PAVED AREAS IS FOR CLARIFICATION ONLY , AND IS TO BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. UNLESS OTHERWISE NOTED, 120 VOLT ELECTRICAL POWER FOR CONTROLLER(S) TO BE PROVIDED BY OTHERS. THE IRRIGATION CONTRACTOR WILL MAKE FINAL ELECTRICAL CONNECTION TO AUTOMATIC CONTROLLER(S) FROM OUTLET PROVIDED BY OTHERS. ALL WIRES FROM CONTROLLER TO AUTOMATIC VALVES TO BE COPPER, DIRECT BURIAL, MIN. #14 GUAGE. INSTALL IN SAME TRENCH AS MAINLINE PIPING WHERE POSSIBLE. MIN. COVERAGE OVER WIRE TO BE 18” COMMON WIRE TO BE WHITE IN COLOR. CONTROL WIRES TO BE A DIFFERENT COLOR FOR EACH CONTROLLER USED. BUNDLE AND TAPE WIRES TOGETHER MIN. 20” ON CENTER. FINAL LOCATIONS FOR BACKFLOW PREVENTER(S) AND CONTROLLER(S) TO BE DETERMINED BY OWNER'S AUTHORIZED REPRESENTATIVE, IN THE FIELD. INSTALL EQUIPMENT AS PER DETAILS. INSTALL ALL EQUIPMENT (VALVES, GATE VALVES, BOXES ETC.) IN PLANTING AREAS ONLY, NOT IN LAWN AREAS. PRIVDE MIN. 18” COVERAGE OVER ALL PRESSURE LINES, AND A MIN. OF 12” COVERAGE OVER ALL NON-PRESSURE LINES. ALL PIPING UNDER PAVING TO BE MIN. SCHEDULE 40 P.V.C. AND TO HAVE MIN 24” COVER OVER PIPING IRRIGATION CONTRACTOR TO FLUSH ALL LINES AND ADJUST ALL SPRINKLERS FOR MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, DRIVES, BUILDINGS, ETC.. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT ACTUAL SITE CONDITIONS. ALL SHRUBBERY SPRINKLERS ADJACENT TO PARKING LOT OR ALONG WALKS OR ROADS SHALL BE INSTALLED WITH HIGH POP-UP BODIES. IRRIGATION CONTRACTOR WILL INSTALL SWING CHECK VALVES OR SPRING LOADED CHECK VALVES AS REQUIRED TO ELIMINATE EXCESSIVE DRAINAGE FROM LOW SPRINKLERS. THIS WILL BE IN ADDITION TO ANY CHECK VALVES SHOWN ON PLAN. ALL P.V.C. MAINLINE FITTINGS TO BE “LONG SOCKET” TYPES AS MANUFACTURED BY DURA COMPANY. UPON COMPLETION, IRRIGATION CONTRACTOR TO SUPPLY TO OWNER, A COMPLETE SET OF REPRODUCIBLE “AS-BUILT” DRAWINGS. DRAWINGS WILL SHOW LOCATION OF ALL VALVES, CROSSINGS, QUICK COUPLING VALVES, ETC. EACH CONTROLLER TO HAVE ITS OWN CONTROLLER CHART. CHART WILL CLEARLY SHOW EACH AREA SPRINKLED IN A DIFFERENT COLOR, AND WILL BE LAMINATED BETWEEN 2 LAYERS OF 10 MIL. CLEAR PLASTIC. THE IRRIGAITON SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY OWNER, ANY DEFECTIVE MATERIALS OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY IRRIGATION CONTRACTOR AT NO COST TO OWNER.

DATE

Red Rock Canyon Visitor Center, Las Vegas, NV

SCALE:

AS NOTED

DATE: 03/17/2015

Text

SHEET NUMBER

LI-02

DATE

REVISION

NORTH UESUGI MATSUI SPRING 2015

RED ROCK CANYON LAS VEGAS, NEVADA

EMELIO CASTILLO

PLANT SCHEDULE

LA 333L

PLANTING PLAN

Planting Plan

SCALE:

1"=10'-0" DATE: SHEET NUMBER

06/09/015

LP-01