Osvaldo Curiel Landscape Architecture Portfolio by Osvaldo Curiel

Osvaldo Curiel

Landscape Architecture Portfolio

Personal Statement

Contained in this portfolio are collections of my work in the field of landscape architecture done during my undergraduate studies at Cal Poly Pomona. I enjoy nature, capturing it through sketching and ultimately put it into a design. Through the processes I could see how the environment can affect a person or a community, thus enabling me to enjoy what landscape architecture is and what it can offer to the world. My future in landscape architecture is to use creativity and innovation to create places that will benefit a person specifically as well as a whole community with added knowledge so they can be able to appreciate their environment where they live in. Thank you for your time.

Content Texcoco Project: Old Airport in the City of Mexico

Pages 3- 4

Owens Lake Project

Pages 5- 8

Castiglion Fiorentino, Italy Project

Pages9- 16

Culver City Project

Pages 17- 20

Residential Planting Plan

Pages 21-22

Sketches

Pages 23- 24

Construction Documents

Pages 25- 38

Cal Poly Pomona CBA Building Project: Planting

Pages 39- 40

Texcoco: city of Mexico Parque AĂ¨reo

Masterplan A

This project was from my 3rd year design class and it was a competition they were having in the City of Mexico. It consisted of transforming this old site of the airport into a green lung or a place where green was abundant and the people who were going to live in it and those living around it to be in a comfortable place. With water treatment pools, abundance of planting and having park like qualities me and my team members Emelio Castillo and Ivan Pineda planned to transform this site into a revitalizing place.

6 B 2 B

ENTRY/EXIT POINTS PRIMARY PATHS SECONDARY PATHS

1. Commercial area

2. Proposed housing

C A

3. Parks

4. round abouts/Circulation

VEGETATION

5. Proposed Mounds in Park area 6. Treatment Pools 7. End of Treatment Pools Train CIRCULATION

Section A-A SCALE: 1cm=100m

Section C-C SCALE: 1cm=5m

Section B-B SCALE: 1cm=5m

The Barren Lake: Owens Lake California

Masterplan The Barren Lake was a project for Owens Lake California where as we know is a dry lake and where Emelio Castillo and I had the task to create different ways we can have an influential change to the site where we can get rid of the salt that is in the lake little by little and help with the strong winds that occur in this place. In addition to this we would also want the benefit of bringing back some of the wildlife here in this place that is the lake. The initial idea that they are implementing already is to dig trenches and patterns on the lake bed prompting our own patterns in our solution and we added places where we can add vegetation that can withstand these conditions and with that help bring wildife into the lake.

Process

MasterPlan

N NTS

Site Plan and Section

Vegetation

Ponds of Water

Circulation

Integrated Programs

Site Plan 1”=700’

700’

1”=700’ 1400’ 2100’

Section A-A

Process with Clay and made a theoretical wind machine

Parametrics with grasshopper( plug in for rhino program), photomontage, and machine that we would theoretically use for digging. cells 1

types 4

Parametric Grasshopper Script Diagram 5

7 start with a curve

put three different points

points are then connected to a line command in grasshopper

b c d

these different variations are made by these numbers the randomness of the points on the lines how much the segments repeat the length of the acutal line

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

Machine Choreography

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

A Portrait Through Time: Castiglion Fiorentino, Tuscany, Italy

MasterPlan B

H H

D E

E D

N 0

100’

Scale: 1”=100’ 0 100’

200’

300’

A Greenway B Terraces C Bridge D Olive Grove E Riparian Passage F Ephemeral Water Basin G Grape Vines H Sunflower Field I Physical Fitness Areas

A portrait through time is visual enchantment that it is intended to help this community gain tourism thus helping them in their town economy. This small town in Italy is a historic town with rich history that takes back to etruscan era. Witht this in mind my team and I wanted to give them a design solution where we can enhance the beautiful views it already C has and give them modernized programs all the while intending to preserve F the historic infrastructure that gives this town and Val Di Chio ( valley where castiglion is located on) its identity. This team was composed of Adriana Garcia, Benjamin Perez, Chad So, Long Nguyen and me and we all partook in the design ideas and the completion of the output of the design work.

Site Plans

Main path with designated pedestrian and bicycle ways

Spring Vegetation with views and seating and gathering

3 4 5

Greenway

Proposed Road

Summer Vegetation with formal space for different activities Fall Vegetation with opportunity for fruit picking Winter Vegetation with opportunity for fitness activity

Olive Grove

Terraces

N 0

10’

20’

30’

Scale: 1”=10’-0”

10’

20’

Bridge that will go over the proposed road that will connect the main pathwayfrom the terraces to the main site

30’

Scale: 1”=10’-0”

Stone permeable Paver for pedestrian use

Red Colored Brick Bicycle Lane

10’

20’

Scale: 1’’=10’-0”

30’

Bridge

Site Plans

11 F

Main path with designated pedestrian and bicycle ways

Water Basin intended for multi-use and water-catchment during rainy months

Vegetated Buffer zone to mitigate sound for residents adjacent to the site

Grape vines Pathway along the Basin 0

Secondary Pathway

10’

20’

30’

Scale: 1’’=10’-0”

Riparian Zone

Path along side riparian zone

Multi-purpose open space

Grape vines

2 1

10’

20’

Scale: 1’’=10’-0”

Riparian Passage

4 5

Basin

30’

Diagrams

12 Open Space

museums churches Rows with Directed Views

cultural landmarks Land with historical Value Permanent Structures Project Site

Topo Based Planting

Pre urban Areas Parking Areas Public Green Space

Primary Pedestrian and Bike Circulation Secondary and Tertiary Circulation

Land of low density and proposed reorganization Historic Buildings Olive terraces

Swales as Geographic Alignments

Flood Plain

Distant routes to churches

public piazzas Nearest route to Chiesa della Consolazione Public Recreation Areas

New Pedestrian and Bike Greenway

Water Storage Aqueduct Track

Urban County Land

Exhaust Collection

Val Di Chio landscape

Service Line

Pia Ac

tiv e

rd en

zza

Gi ra

Proposed Roads Proposed Road Closures ba

ldi

Cultural Analysis Ac

Physical Analysis

Olive tree terraces Grape vines

Process Diagram

historic center

scenic olive terrace

Sunflowers

high elevation/ erosion exposure medium elevation/ erosion exposure flat surface area

Val Di Chio Topo Based Planting

tiv e

Sections

Existing Road

Scale: 1”=20’-0”

Existing Slope

SECTION A-A

Terrace

Green Corridor

Permeable Pavement

Bike Path

Scale: 1/2”=1’-0”

SECTION E-E

SPRING

Color Driven Lookout Niches

Scale: 1”=30’-0”

SUMMER

Scent Driven Niches for Painting/Gathering

FALL

Taste Driven Niches for Fruit Harvest

WINTER

Movement Driven Niches for Exercise

SECTION B-B

Sections

Stairs Scale: 1”=20’-0” Grape Vine Trellis Proposed Road

Olive Tree Grove

SECTION C-C

Scale: 1”=20’-0” Swales

Cypress Tree Sound Barrier

Grasses

Ephemeral Basin

Main Walkway

SECTION D-D

Perspectives

Detention Basin during dry season

A view into the parcels through the bridge

Looking into Greenway

Perspectives

16 Entrance One to the east of Site

Viewing of Terraces from above

Rejuveneciendo: Culver City Urban Area Rejuveneciendo is an urban project where its location is in Culver City. It was a combination of two architecture students and two landscape architecture students where our task was to think about designing this site with the idea in mind that it was for a high density area for people to live in. It is meant to think about the recent trend where the people are rapidly multiplying and we will have more high densities in the cities in the near future. Our take on this as far as landscape was to take advantage of the adjacencies of the site and what was historically already there Ballona Creek. So we wanted to make the whole site like a green corridor in a sense by connecting the two parks that are adjacent to the site. We went from informal to formal and end with informal patterns that consisted of hardscape and softscape throughout the site. In the end everything would blend with the architecture as well thus being a balanced ratio with landscape to architecture.

1 4 5

7 6

9 0’

50’

100’

150’

1”=50’

1 Soft Bottom Creek

6 Second Main Path

2 Semi-Private/Semi-Public Area

7 Raised Planter/

3 Resident Private Area

8 Amphitheater

4 Center Plaza

9 Planter Swale/Seating

5 Main Path

Seating Area

10 Pocket Gatherings

Historic Research

Natural Ecosystems

Farming

Urbanization

1820-1880

1880-1900

1940-1960â&#x20AC;&#x2122;s

The lands were not disturbed and this map shows all the natural systems before any settlers came to this land.

The rancheros started to remove natural landscape to make way for agricultural.

This land started decreasing agriculture and into development into the urban frabic that makes culver city today.

Urbanization 2015 This map shows what the urbanization looks like today in the present.

Precedent and Future Plan

This map shows the future proposed green infrastructure the city is trying to revive to make it like it use to be.

This information is from http://web.culvercity.org/files/Culver_City_Urban_Forest_Master_Plan.pdf

Master Plan / Density 1218 Units

Diagrams

W/D

W/D W/D

W/D

UP W/D

W/D

UP W/D

W/D

UP W/D

W/D

WORK SPACE

W/D

UP W/D

WORK SPACE

W/D

DW DW

WORK WORK SPACE SPACE

W/D

WORK SPACE

W/D

WORK SPACE

W/D

WORK WORK SPACE SPACE

W/D

WORK SPACE

DW W/D

WORK SPACE

W/D WORK SPACE

W/D

W/D DN W/D

W/D

DN W/D

W/D W/D

W/D

W/D W/D

W/D

NTS

Open Space

Hydrology

LEGEND

Existing Parks/Open Spaces Proposed Open Spaces/Landscape

W/D

UP W/D

UP UP

WORK WORK SPACE SPACE

UP W/D

WORK WORK SPACE SPACE

UP W/D

W/D

WORK WORK SPACE SPACE

UP DN

WORK SPACE

W/D

UP W/D

W/D

WORK WORK SPACE SPACE

LEGEND

W/D

UP W/D

WORK WORK SPACE SPACE

W/D

WORK SPACE

W/D

DW W/D

WORK WORK SPACE SPACE

W/D

DW W/D

W/D

WORK SPACE

W/D

LEGEND

W/D

Emergency Vehicle Access

W/D

DN W/D

W/D

Parking entrance

W/D

LA CIENEGA BLVD

W/D

Main Circulation

W/D

Tertiary Circulation

LA CIENEGA BLVD

DN W/D

Secondary Circulation W/D

Street Traffic

W/D

NTS

JEFFERSON JEFFERSON

Pedestrian Circulation

Vehicular Circulation

Sections, Perspective and Plant Palette Betula Nigra River Birch

Ribes sangineum Red Flowering

Salix babylonica Weeping Willow

Nasella tenuissima Mexican Feather Grass

Lagerstroemia indica Crape Myrtle

Salvia leucantha Mexican Bush Sage

Jacaranda mimosifolia Jacaranda

Strelitzia nicolai Giant Bird of Paradise

Jefferson St looking North Salvia leucantha Mexican Bush Sage

Nasella tenuissima Mexican Feather Grass

Salix babylonica Weeping Willow

Bauhinia purpurea Purple Orchid Tree

Parthenocissus tricuspidata Boston Ivy

Bulbine frutecens â&#x20AC;&#x2DC;Orangeâ&#x20AC;&#x2122; Orange Stalked Bulbine

Koelreuteria bipinnata Chinese Flame Tree

Plant Palette Looking at Library

Section A-A

Residential Project: For VGS Landscapes Berry-Smith Residence

9 9 9 9

9 9

5 15

5 8

15 8

LAWN/TURF MARATHONII

REDWOOD BENDERBOARD 1" x 4" TYP.

12 7

15 14 14

11 11 13 13 13 11 11

15 T

10 10

KITCHEN

PLANTER

LIVING ROOM

HOUSE

12 12 12

CHIMNEY

PLANTING PLAN 0’

4’

8’

EP= EXISTING PALM EXISTING PALM TO REMAIN PROTECT IN PLACE EXISTING TREES REFERENCE TREE PROTECTION ON SHEET () FOR MORE INFORMATION

This is a project where I prepared the planting plan in autocad and then proceeded to give it a basic render and also made a plant palette which would be used as a visual for the client. The design was made by VGS landscapes.

12’

SCALE: 1/4"=1'-0"

GATE

Plant Palette

22 BERRY-SMITH RESIDENCE

3 ECHEVERIA ‘PERLE VON NURNBERG’ PERLE VON NURNBERG

6 5

CORDYLINE AUSTRALIS ‘RED SENSATION’ CORDYLINE

CAREX TESTACEA ‘PRAIRIE’ PRAIRIE FIRE SEDGE

10 14 13

SALVIA ‘AMISTAD’ FRIENDSHIP SAGE

SOME OF THE VEGETATION TO BE INCORPORATED FROM THE PLANTING PLAN

4 AEONIUM ‘SUNBURST’ COPPER PINWHEEL

KALANCHOE THYRSIFLORA PADDLE PLANT

SESLERIA AUTUMNALIS AUTUMN MOOR GRASS

SALVIA CHIAPENSIS CHIAPAS SAGE

7 9 15

1 AEONIUM URBICUM SALAD BOWL

ECHEVERIA AGAVOIDES ‘LIPSTICK’ LIPSTICK ECHEVERIA

PHOENIX ROEBELENII PYGMY DATE PALM

PLANT PALETTE

INNOCENCIA VIGOROSA WHITE BALCONIA

BOUGAINVILLEA ‘BAMBINO MIA’ BAMBINO BABY MIA BOUGAINVILLEA

BERRY-SMITH RESIDENCE 9983 MESSINA CIRCLE CYPRESS, CA 90630

CALLIANDRA ERMAGINATA PINK POWDER PUFF ‘ESPALIER’

VGS LANDSCAPES DESIGN DESIGNER: OSCAR PORRON DATE: 06/18/2016

Sketches

Outside a Church in Paris, France In a Mexican Restaurant in Paris, France

Park Guell, Barcelona, Spain

San Giminiano, Italy

Butte, Montana

Wade Lake, Cameron, Montana

A Postcard, Italy

Hammer Museum, Los Angeles

Brussels, Belgium

Construction Documents

All these documents were created while I was attending Cal Ply 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 planting design course which I took in the same year.

Title Sheet- for construction set RED ROCK CANYON CONSERVATION AREA VISITOR CENTER

LAS VEGAS, NEVADA

General Construction Notes 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.

TITLE

SHEET

VICINITY MAP TITLE SHEET

Summerlin Pkwy

TS-01

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

REVISED LANDSCAPE GRADING PLAN

LG-01

GRADING PLAN SECTION-ELEVATIONS

LG-02

LANDSCAPE CONSTRUCTION (STAKING) PLAN

LS-01

WATER FEATURE ENLARGMENT PLAN

LS-02

WATER FEATURE ENLARGMENT PLAN

LS-03

LANDSCAPE LIGHTING PLAN

LS-04

WOODEN VIEW DECK DETAILS WALL, AMPHITHEATER, STEPS, HANDRAILS, PAVEMENT DETAILS

LS-05 LS-06

WALL, AMPHITHEATER, STEPS, HANDRAILS, PAVEMENT DETAILS CONTINUED

LS-07

IRRIGATION PLAN

LI-01

IRRIGATION DETAILS

LI-02

PLANTING PLAN

LP-01

95 Project Site W Charleston Blvd

1000 Scenic Loop Dr., Las Vegas, NV 89161

159

W Sahara Ave

215

NOTIFICATIONS:

ARCHITECT NORMA RIVAS 905 FOOTHILL BLVD ONTARIO CA 91758 (909)457-8967

6. The Contractor shall obtain all necessary permits and coordinate all necessary inspections. 7. The Contractor shall coordinate all responsible work with other related trades as required, to accomplish all construction operations. 8. Refer to Planting Plans for any boxed trees to be installed prior to paving. 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.

DATE: 03/17/2015

OSVALDO CURIEL ADDRESS: 19409 TAHOE ST. RIALTO, CA., 92376 CONTACT: (909) 543-8663

CIVIL ENGINEER LUIS TORRES 2323 CITRUS AVE WEST COVINA CA 91790 (909)385-9558

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.

SCALE: as noted

LANDSCAPE ARCHITECT

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 Clientâ&#x20AC;&#x2122;s representative and/or the Landscape Architect immediately to rectify the problem or the proposed work.

TITLE SHEET

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

INDEX OF DRAWINGS

PROJECT:

1000 Scenic Loop Dr., Las Vegas, NV 89161

Osvaldo Curiel

CLIENT RUBEN NAVARRO 9710 CUPID WAY FONTANA CA 92335 (909)533-9687

SHEET #

TS-01

Grading Plan

647.31 FS 647.25

647.58

4 64 3 64 42 6 1 64 0 64

645 646

2.0% 5.0%

2.0%

642

645

646

644

643.49 643.49

5' %

2.0%

639.52 FS ADA RAMP CONNECTION TO ENTRY PLAZA

2.0

638

638.02 TC

642

641

638

PARKING AREA W/ ADA -COMPLIANT SPACES

8'T

639

AREA 1 LIMIT OF WORK

639.04 TC

3.0%

640

639.47

639

643

647.75 FS 647.25 FG

CAUTION - NOTICE TO CONTRACTOR 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.

639

644

639.99

639.62

RESTROOM

AREA 3 LIMIT OF WORK

645

648.04 TS

2 65

1.5

643.39

6.0%

646

HPS 646.75

2.0% 652

644.89

644.99

646.48 FG

647

649.54 BS 3.3% 650.04 BS CONNECTION TO HIKING PATH 652.04 TS

639.37 TC

647.25 FG

65 0

651

650

649

647.90 TS 649.40 BS 649.90 BS 651.90 TS

2.0%

644.99 644.99

RESTROOM

GIFT SHOP 647.75 FFE

647.11 FG 648

3.8

2.0

LIM

637.88 FS CROSSWALK PATHWAY CONNECTION TO ENTRY PLAZA (NON-RAMP)

639.89

8.0%

2.0%

641.19

647

7.0%

6.3%

639.99 641.19 641.26

643.39

645.79

ENTRY PLAZA

C 0%

645.69

8.33%

647.75 FS

645.69

1.5%

647.75 FS

646.58

OUTDOOR CAFE

STAIRWAY CONNECTION TO HIKING PATH

641.09

645.79

646.68

645

ROOF GUTTER OUTLET AREA 1 LIMIT OF WORK

639.89

641.09

637

3.0%

637.00 FS

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.

637 7

636.76 FS

3.0%

636 3

636.61 TC 636.11 BC

636.07 TC 635.57 BC

DATE

637

638

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 OF EXISTING UTILITIES (HORIZONTAL & VERTICAL) PRIOR TO COMMENCEMENT OF WORK

646.48 FS

OF WO

646.48

AREA 3

AREA 3 LIMIT OF WORK

RK O W F O IT LIM

P.A.

646.75

643

2 64

VISITOR CENTER 647.75 FFE

643

647.75 FS

646

645.93 TW

3S @ 6" RISERS

645

647.75 FS

1.5%

646

GRADING NOTES 637.86 FS

644

VISTA POINT AMPHITHEATER

2.0%

644

647.75 FS

642

2.0%

644

2.0%

640

8.3%

647.43 TW 641

PATHWAY CONNECTION BETWEEN ENTRY PLAZA & AMPHITHEATER

2.0%

P.A.

647.75 FS

642.03 2.0%

641.27 FS 642.93 TW 641.43 BW 644.43 TW

EQUIPMENT ROOM

5.0%

641

642.35 FS 641.12 FS

2.0%

P.A.

646.95

2.0%

640.26 DAYLIGHT

645.82

LIMIT

2.0%

645.49

643.69

8.3%

8.0%

6.0%

641.12

RIM 640.80 AREA DRAIN

BOTTOM OF DETENTION BASIN 639 FG

642

642.93 TW 641.43 BW 644.34 FS

RIM 641.22 FS

PATHWAY CONNECTION TO ADMINISTRATION BUILDINGS (PRIVATE ACCESS ONLY)

643

647.43 TW 645.93 TW 644.43 TW

640

641

UESUGI MATSUI WINTER 2015

DROP-OFF

LA 332L

Red Rock Canyon Visitor Center, Las Vegas, NV

NATURAL PRESERVATION AREA

DESCRIPTION TOP OF WALL BOTTOM OF WALL TOP OF STEP BOTTOM OF STEP FINISHED SURFACE FINISHED GRADE TOP OF CURVE PLANTING AREA HIGH POINT OF SWALE

Revised Grading Plan

AREA 2 LIMIT OF WORK

636

SYMBOL TW BW TS BS FS FG TC PA HPS

AREA 3 LIMIT OF WORK

REVISION

LEGEND 5

AREA 2 LIMIT OF WORK

Osvaldo Curiel Cal Poly Pomona Department of Landscape Architecture

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

SCALE:

1"=20'-0" DATE:

1" = 20'

NORTH

03/17/2015 SHEET NUMBER

LG-01

LEGEND

NOTE: WATER NOZZLES ARE AT 2" AND LED LIGHTS ARE @ 6" OFFSET

1'-

WATER NOZZLES LED LIGHTS

DRAIN

MANUAL SHUT-OFF VALVE

WATER FEATURE PLAN LA 333L GLENN MATSUI

SEWER LINE

LS-02

TO ELEC. BOX

EQ. V

LS-02

TO IRRIGATION MAIN LINE POINT OF CONNECTION

SCALE: 1”=20’-0” 0

TO SEWER

1'-

WATER FEATURE STAKING PLAN AND SCHEMATIC DIAGRAM 60 feet

5'-

FROM WATER PUMP

LS-02

1" = 20’

12 '

19'-1"

10'-5" TO SEWER

1'-

5'-

WATER FEATURE ENLARGEMENT SCALE: 1/2”=1’-0”

PROJECT: RED ROCK CANYON VISITOR CENTER LAS VEGAS

9'-

12 '

3% C

ELECTRICAL LINE

WATER FEATURE PIPE LINE

C LS-02

EQUIPMENT VAULT

EQ. V

BACKFLOW PREVENTOR

3 4" WATER NOZZLE 3" DIAMETER LED LIGHT DRAIN GRAVEL FILLED POURED IN PLACE CONCRETE W/ VENEER STONE (SEE DETAIL B)

DEPT OF LANDSCAPE ARCHITECTURE CAL POLY POMONA

1 2 3 4 5

Osvaldo Curiel

Water Feature Plan

SCALE: AS SPECIFIED DATE:5/26/2015

WATER FEATURE PERSPECTIVE NTS

NORTH

LS-02

Water Feature Details 1 2 3

ALTERNATE SOLID GROUT ALL CELLS W REBAR

6" 4"

ALTERNATE SOLID GROUT ALL CELLS W REBAR

5. CHAIN LINK 6. METAL OBJECT HANGING ON CHAIN

7. #4 HORIZ. REBAR @32" O.C. 8. SMALL PEBBLES

4" 4" 3"

4. #4 VERT. REBAR @32" O.C.

Osvaldo Curiel

6. CONC. FOOTING 7. 90% COMPACTED SUBGRADE

1. Poured in place concrete structure 2. WATER NOZZLES 3. WATER LINE TO NOZZLES FROM PUMP

4. SMALL PEBBLES 5. AGGREGATE BASE

8 9 10 11 12

6" 1'

6" 1' 6"

6'-6"

2' TO WATER PUMP

SECTION A-A

SCALE: 12"=1'-0"

SECTION B-B SCALE: 12"=1'-0"

9'-6"

3. 4.

5. 6. 7.

WATER MAIN SOURCE MANUAL SHUT-OFF VALVE WATER PUMP FILTER CHLORINATOR 3

WATER NOZZLE

DRAIN

12'

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

WATER FLOW SCHEMATIC

SCALE: 3 4"=1'-0"

TO SEWER LINE

DEPT OF LANDSCAPE ARCHITECTURE CAL POLY POMONA

1. VENEER STONE FINISH 2. #4 HORIZ. REBAR @32" O.C. 3. #4 VERT. REBAR @32" O.C.

DETAILS AND SHEMATIC WATER FEAT. LA 333L GLENN MATSUI

PROJECT: RED ROCK CANYON VISITOR CENTER LAS VEGAS

EAST SECTION ELEVATION D NORTH 3 SCALE:

4"=1'-0"

SCALE: AS SPECIFIED DATE:5/26/2015

LS-03

Lighting Plan

29 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.

Osvaldo Curiel

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

2 L-02

1 L-02

13. All electrical work shall comply with all applicable codes.

LIGHTING PLAN LA 333L GLENN MATSUI DEPT OF LANDSCAPE ARCHITECTURE

T2 B1 37

T2 A1 50

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.

T3 A1 22

T3 B1 44

T3 C1 160

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

4 L-02 3 L-02

regulations take precedence, or per U.E.C. 21. The installing contractor is responsible for verifying actual material quantities before ordering. T1 C1 70

A1 163

B1 8

T4 B1 363

T1 A1 60

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.

PROJECT: RED ROCK CANYON VISITOR CENTER LAS VEGAS

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.

Voltage Drop Calculations LIGHTING SCHEDULE

T1: WALL

A-1) 10 lights x 6 watts= 60watts

PATH

VD= 60w x 47’ of #12 cable/ 7500 = 0.37

PATH WALL PATH

B-1) 4 lights x 2 watts= 8 watts

MOONLIGHT UPLIGHT PATH

VD= 8w x 81’ of #12 cable/7500=0.086

WALL

C-1) 7 lights x 4.2 watts= 29.4watts SLEEVES

150 WATT TRANSFORMER

VD= 29.4w x 315’ of #10 cable/11920= 0.77

JUMPS

150 WATT TRANSFORMER Circuit Number

Transformer Number

TOTAL VOLTAGE DROP= 1.22

Watts Used

300 WATT TRANSFORMER

SCALE: 1"=20'-0"

900 WATT TRANSFORMER

1" = 20’

NORTH

60 feet

DATE:6/3/2015

LS-04

Lighting Details

30 

  

  











 



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

 







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



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

 









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





  



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







 













 







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













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

















 



 





TM  PATH LIGHT SUPER SLOT SPIKE 





PL PATH LIGHT SUPER SLOT SPIKE







 







 









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









 





 



JB DOWN LIGHT TREE LIGHT BOX TREE BOX JB DOWN



 



VS UP LIGHTVS POST MOUNT UP LIGHT POST MOUNT























 

 



TM PATH LIGHT SUPER SLOT SPIKE

 





 









 



6 7 8 8



The supply and installation of a 12 volt landscape lighting  system which includes the fixtures specified on Lighting  Legend as well as the installation of low voltage transformers and direct burial cable necessary to complete layout as shown. This lighting plan is  diagrammatic and is intended to show general fixture locations and utilities. Contractor is responsible for necessary line (120v) and low voltage (12v) work to complete the lighting design as shown. STANDARDS:

STANDARDS:



JB DOWN LIGHT TREE BOX

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







SCOPE OF WORK:





The supply and installation of a 12 volt landscape lighting system which includes the fixtures specified on Lighting Legend as well as the installation of low voltage transformers and direct burial cable necessary to 7 complete layout as shown. This lighting plan is diagrammatic and is intended to show general fixture locations and utilities. Contractor is responsible for necessary line (120v) and low voltage (12v) work to  complete the lighting design as shown.

 

SCOPE PL PATH LIGHT SUPER SLOT SPIKEOF WORK:





VS UP LIGHT POST MOUNT





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



 









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





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







JB DOWN LIGHT TREE BOX















 



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

















PROJECT: RED ROCK CANYON VISITOR CENTER LAS VEGAS







 





 



 





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

All work performed is to comply with the Uniform Building   Code, California Electrical Code Title 8, and all local codes and ordinances. Contractor shall possess all necessary licenses to complete described work and shall carry general liability and workmen's compensation insurance. Contractor is to obtain all necessary permits to complete work described.. 

SCALE: NO SCALE DATE:6/3/2015



VS UP LIGHT POST MOUNT

All work performed is to comply with the Uniform Building 4 Code, California Electrical Code Title 8, and all local codes and ordinances. Contractor shall possess all necessary licenses to complete described work and shall

Osvaldo Curiel

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

LIGHTING DETAILS LA 333L GLENN MATSUI DEPT OF LANDSCAPE ARCHITECTURE























  













LS-05

Staking Plan

5' 4'-2" 8'-8"

30'

EQ.

Score line @8' o.c. typ.

LS-03

4'-1"

11'-7"

4'-9"

107'-4"

16'-7"

24'-2"

19'-10"

16'

LS-03

R1'-9"

LS-04

23'-11"

43'-11"

R7'-4

LS-03

Score line @8' o.c. typ. 6"

G LS-02

23'-3"

LS-04

VISITOR CENTER 647.75 FFE

9'-2"

9'-2" 64

ENTRY PLAZA

'-1

LS-04

5' 6'-5"

5'-7" 24'-2"

3'-8" 3'-5"

12'

13'-2"

2'-10"

8'T

5'-1" 25'-2"

R25'

9'-6"

OUTDOOR CAFE

35'-6"

6'-

LS-04

BRICK

CONCRETE TYP

5'-6" 9'-6"

25'-8"

LS-03

BRICK

1'-6"TYP.

LS-04

YP . 5'

2'-7"

18'-5"

9'-4"

R5'-8" 9'5"

22'-2"

LS-03

" 6'-1

" '-9 13 8" 3'-

15'-5"

9'-

8'T YP

88'-1"

LS-03

'-1

9'T

6'-

9'T

LS-04

' 21

'-5

PERMEABLE PAVER

'-9

REVISION

ASPHALT R

DATE

1'T

2'-5"

158'-2"

3'-

LS-04

PERMEABLE PAVER

5'-7" 10'-5"

C LS-02

'-5

' 12

'-1 13 W

LS-04

8'-2"

C LS-02

10'-9" V

LS-04

DECOMPOSED GRANITE

UESUGI MATSUI WINTER 2015

5'2" 5'-3"

23'-3"

6" R77'-

2'TYP

LA 332L

J LS-02

LS-03

Red Rock Canyon Visitor Center, Las Vegas, NV

LS-03

LANDSCAPE CONSTRUCTION (STAKING) PLAN

'-1 "

5'5"

5'-3"

Osvaldo Curiel Cal Poly Pomona Department of Landscape Architecture

LS-03

60 feet

SCALE:

1"=20'-0" DATE:

1" = 20'

NORTH

03/17/2015 SHEET NUMBER

LS-01

Wood Deck Details B

4'-1021"

1 2 3 4

4" x 10" DOUGLAS-FIR BEAM GALVANIZED POST CAP GALVANIZED BOLT 4" x 4" DOUGLAS-FIR JOIST 2" x 8" DOUGLAS-FIR JOIST MECHANICAL FASTNER OR HURRICANE CLIP 5 SEE MANUFACTURER'S RECOMMENDATIONS FOR ADDITIONAL 6 REQUIREMENTS

6'-8"

D.G.

6'-4"

3 5 6

EQ.

1'-2"

1'-0"

EQ.

DECK FRAMING PLAN

OVERHEAD FRAMING PLAN

97 8"

5 #3 REBAR

2 STRAP ANCHOR AS POST BASE ATTACHMENT 3 GALVANIZED BOLT ANCHOR AS BOLTS

7 AGGREGATE SUB-BASE

4 8" x 8" x 10" PREFABRICATE POURED CONCRETE PIER

1 4" x 4" DOUGLAS-FIR POST DEPENDING ON DECK HEIGHT ABOVE GRADE 2 2" x 10" DOUGLAS-FIR FACIA 3 2" x 3" DOUGLAS-FIR DECKING 4 4" LENGTH SPIRAL NAIL FOR FASTENING DECKING

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

6 1

8 90% COMPACTED SUB-GRADE

BEAM TO JOIST CONNECTION DETAIL

SCALE:12"=1'-0"

5 2" x 8" DOUGLAS-FIR JOIST 6 4" x 4" DOUGLAS-FIR BEAM

4" x 4" NATURAL COLOR DOUGLAS-FIR RAFTER

6 CONCRETE FOOTING

7 8" x 8" x 10" PREFABRICATED POURED CONCRETE PIER NOTE: 2 NAILS PER DECKING PLANK AT EACH JOIST SCALE:1 4"=1'-0"

SCALE:12"=1'-0"

1 2 3 9

DECKING TO JOIST CONNECTION DETAIL

1 4"

T.Y.P.

4" 4"

6" 13

LOW -RAIL FENCE POST

EQ.

HANDRAIL DETAIL

1 2"*6"DOUGLSA-FIR CONTINUOUS CAP RAIL 2 2"*4"DOUGLSA-FIR TOP RAIL 3 8"*8"DOUGLSA-FIR POST 4 2"*2"DOUGLSA-FIR BALUSTER 6" O.C. 5 GALVANIZED SCREWS

6 2"*4"DOUGLSA-FIR BOTTOM RAIL 7 2"*6"DOUGLSA-FIR DECKING 8 MECHANICAL FASTENER OR HURRICANE CLIP SEE MANUFACTURER'S RECOMMENDATIONS FOR ADDITIONAL REQUIREMENTS

9 4"*8"DOUGLSA-FIR JOIST

11 2"*4" DOUGLAS-FIR CLEATS

4 2"*2"DOUGLSA-FIR BALUSTER 6" O.C.

12 4" LENGTH SPIRAL NAIL

5 2"*4"DOUGLSA-FIR BOTTOM RAIL 6 4" DECOMPOSED GRANITE

13 1"*10" DOUGLAS-FIR FACIA 14 38"GALVANIZED BOLTS

1 2 3 4

7 12"*12"CONCRETE FOOTING

SCALE:1 4"=1'-0"

8 AGGREGATE SUB-BASE 9 90% COMPACTED SUB-GRADE SCALE:1 4"=1'-0"

7 4" x 10 DOUGLAS-FIR BEAM

10"

STEPS DETAIL 1

SCALE: 2"=1'-0"

2"x10"DOUGLSA-FIR STRINGER 2"x4"DOUGLSA-FIR TREADS 1"x6"DOUGLSA-FIR FACIA GALVANIZED STRAPS

5 6 7 8

1" x 2" DOUGLAS-FIR SPACERS CONCRETE FOOTING AGGREGATE SUB-BASE 90% COMPACTED SUB-GRADE

9 FASTENERS

4'-10 1 " 16

LOW-RAIL FENCE DETAIL

1 2"*6"DOUGLSA-FIR CONTINUOUS CAP RAIL 2 2"*4"DOUGLSA-FIR TOP RAIL 3 4"*4"DOUGLSA-FIR POST

10 4"*10"DOUGLSA-FIR BEAM

NOTE: 2 NAILS PER DECKING PLANK AT EACH JOIST

FINISH GRADE

10"

4 5

FRONT ELEVATION

FACIA TO JOIST CONNECTION DETAIL

SEE MANUFACTURER'S RECOMMENDATIONS FOR ADDITIONAL REQUIREMENTS

2 3

8 9

13 14

5 4" x 4" CLEATS 6 MECHANICAL FASTENER OR HURRICANE CLIP

1 SLOPE TO DRAIN

3/4" GRAVEL

7 6

SCALE:12"=1'-0"

5 6

SIDE ELEVATION

CONCRETE FOOTING 90% COMPACTED SUB GRADE

7 8 11 12

4" x 4" DOUGLAS-FIR POST

4" 2"

2 2" x 6" DOUGLAS-FIR DECKING 3 2" x 8" DOUGLAS-FIR JOIST 4 1" x 10" DOUGLAS-FIR FACIA

6 7

2'-10"

1 4"SPACING 1 4" LENGTH SPIRAL NAIL FOR FASTENING DECKING

1'T.Y.P.

2 1

2'-4"

2 4 5 1 3

SPACING

4'-10"

5'-01" 8

5'-1 3 " 16

1 2 3

3 4 5

4 5 6

6 7

7'-9"

4 5

2'-0"

3 4 5

6'-0"

10 11

OVERHEAD STRUCTURE DETAILS

BENCH

1 STL. CONNECTOR 2 2" x 2" NATURAL COLOR DOUGLAS-FIR CROSS TIE 3 STL. BEAM/RAFTER CONNECTOR/CARRIAGE BOLTS

1 2 x 2 TOP 2 1" x 8" 3 NO. 10 x 2.25" STAINLESS STEEL OVAL HEAD

4 4" x 4" NATURAL COLOR DOUGLAS-FIR RAFTER 5 4" x 8" SANDWICH BUILD-UP BEAM INSET INTO POST

4 2 x 4 BRACE

6 COUNTER SUNK CARRIAGE BOLTS 7 8" x 8" NATURAL COLOR DOUGLAS-FIR POST

SQUARE DRIVE SCREWS

5 6 x 6 POST 1

SCALE: 2"=1'-0"

UESUGI MATSUI WINTER 2015

8" x 8" DOUGLAS-FIR POST SCALE:1 4"=1'-0"

LA 332L

1 2 3 4

1 4" x 4" DOUGLAS -FIR POST DEPENDING ON DECK HEIGHT ABOVE GRADE

D L-05

POST TO BEAM CONNECTION DETAIL

Red Rock Canyon Visitor Center, Las Vegas, NV

1'-0"

CONC. FOOTING BASE TO WOOD POST

WOODEN VIEW DECK DETAILS

1'-2"

EQ.

2 3

SECTION A-A

REVISION

EQ.

1 2 3 4

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

5 8" x 8" NATURAL COLOR DOUGLAS FIR POST 6 COUNTER SUNK CARRIAGE BOLTS 3

SCALE: 8"=1'-0"

DATE

EQ.

4 5 6 7 8

6" 1'-0" 6" 2

1'-0"

5 6

13 " 11'-916

11'-715 " 16

7 8

6" 6" 10"

1115 " 16

2"6" 8"

7 8" 2"58"

EQ. EQ. EQ.

5'-315 16"

1 2 3

2 3

1'-1"

Osvaldo Curiel Cal Poly Pomona Department of Landscape Architecture

9" 4'-1016

5' 8'-2"

6'-8"

7 8" x 8" NATURAL COLOR DOUGLAS FIR POST 12 4" x 8"DOUGLSA-FIR JOIST 8 2" x 6"DOUGLSA-FIR CONTINUOUS CAP RAIL 13 4" x 10" DOUGLAS-FIR BEAM 14 4" x 4"DOUGLSA-FIR POST DEPENDING 9 2" x 4"DOUGLSA-FIR TOP RAIL

16 CONCRETE FOOTING

10 2" x 4"DOUGLSA-FIR BOTTOM RAIL

18 AGGREGATE SUB-BASE

AS NOTED

19 90% COMPACTED SUB-GRADE

DATE:

11 1" x 10" DOUGLAS-FIR FACIA

ON DECK HEIGHT ABOVE GRADE

15 8" x 8" x 10" PREFABRICATE POURED CONCRETE PIER

17 #3 REBAR

18 19

SCALE:

03/17/2015 SHEET NUMBER

SCALE:12"=1'-0"

LS-06

Details

33 1

4" 5 5

4. 6" x 12" CONC. CURB W/ EXP. JTS. 5. AGGREGATE SUB-BASE COARSE 3 4" DIA.

6. 90% COMPACT SUB-GRADE

STEPS

SCALE:3 4"=1'-0"

5. CHAMFER 12" @ 45 DEGREE 6. #3 NOSING REBAR @16" O.C.

TUBULAR STEEL HANDRAIL 1-1/2" DIA. INSTALLED IN CENTER OF CONC. CURB CONC. CURB 6" HIGH x 6" WIDE

HORIZ. TYP. 2. 3. CONC. STEPS( SEE PLAN FOR COLOR FINISH 7. DECOMPOSED GRANITE AND NUMBER OF RISTERS AND TREADS 8. AGGREGATE SUB-BASE 4. #3 NOSING REBAR WITH 2" 9. 90% COMPACTED SUB-GRADE

2"=1'-0"

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

CLEARANCE

4 5 8"

1 2 3

3 4 5

PERMEABLE PAVEMENT V SCALE: "=1'-0" 3

1.PAVER JOINTS FILLED WITH COARSE SAND 2.TYP.PERMEABLE PAVERS 3.AGGREGATE IN OPENING. COARSE AND SETTING BASE 4.SERRING BED- FINE PEA GRAVEL 5.AGGREGATE SUB-BASE 34" D.I.A COARSE AGGREGATE 6.90% COMPACTED SUB- GRADE

DECOMPOSED GRANITE W SCALE: "=1'-0" 3

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

PRE-CAST/ INTERLOCKING SCALE:3 4"=1'-0" PAVERS 1. JOINTS OF INTERLOCKING PAVERS. NO MATERIALS IN ALL JOINTS 2.1/2" WIDE EXPANSION JOINT WITH FLEXIBLE MATERIAL 3.INTERLOCKING PAVERS 4.SERRING BED- FINE PEA GRAVEL 5.AGGREGATE SUB-BASE 34" D.I.A COARSE AGGREGATE 6.90% COMPACTED SUB- GRADE

UESUGI MATSUI WINTER 2015

U SCALE:

LA 332L

1. TUBULAR STEEL HANDRAIL AT CURB 2" DIA. 2. CONC. PAVING W/SCORE LINES EXP. JTS, COLD JTS. 3. #3 HORIZONTAL REBAR @16" O.C. (BOTH DIRECTIONS) 4

Red Rock Canyon Visitor Center, Las Vegas, NV

AMPHITHEATRE SEATING WALL

6" 1'-0" 6"

1'-1"

ADA RAMP S SCALE: "=1'-0"

DETAILS OF WALLS, AMPHITHEATER, STEPS, HANDRAILS, PAVEMENTS

6" 4"

7 8

1'-2"

1'-081" 6" 6" 4"

10"

2" 6"

1'-1"

1" 2'-04

REVISION

3 4

5'-0"

2'-6"

3'-0"

1'-6"

DATE

7 6" 38"4"

3'-0"

Osvaldo Curiel Cal Poly Pomona Department of Landscape Architecture

1'-6"

SCALE:

AS NOTED DATE:

03/17/2015 SHEET NUMBER

LS-08

Details

CONCRETE PATHWAY Q SCALE: "=1'-0" 3

10"

6'-0" MAX

4. #4 VERT. REBAR @32" O.C.

1'-0"

ALTERNATE SOLID GROUT ALL CELLS W REBAR 90% COMPACTED SUBGRADE

6. CONC. FOOTING

1 2

MISSION

2. #4 HORIZ. REBAR TOP, MIDDLE 3. 8" x 6" x 16" SLUMP BLOCK LA

CMU WALL N SCALE: "=1'-0" 3

2'-0"

ELEMENTS

5. AGGREGATE SUB-BASE COARSE 3 4" DIA. 6. 90% COMPACT SUB-GRADE

PAZ

1'-6"

DIRECTIONS

4. COLD JOINT #3 REBAR @ 2'O.C. @BOTH

AND BOTTOM CONT.

7 8

2. 14"WIDE SAW CUT SCORE LINE 1" DEEP OR TOOLED 3. #3 HORIZONTAL REBAR @16" O.C. BOTH

1. 8" x 6" x 16" SLUMP BLOCK

5'-0"

1. STUCCO FINISH 2. 8" x 8" x 16" CONC. BLOCK 3. #4 HORIZ. REBAR @32" O.C.

1'-0" 3"

1 2

TYP. 4" CONC. SLAB WITH 90 DEGREE SCORE LINE @8' O.C.

4. 6" x 6" x 16" SLUMP BLOCK MISSION

5. #4 VER. REBAR @32" O.C. 6. FIN. GRADE 7. CONC. FOOTING 8. #4 BAR CONT.

FREESTANDING WALL M SCALE: "=1'-0" 4

5. 95% COMPACTED SUBGRADE 1'-334"

4" 1" 12

MIDDLE AND BOTTOM (TYP.)

1'-0"

2" min

5. VERTICAL REBAR @16" O.C.

6. FOOTING HORIZONTAL REBAR 1

3 4

2'-0"

4. #4 HORIZONTAL REBAR @ TOP,

1'-0" 4"

2'-6"

11"

2'-3"

PILASTER LOW WALL O SCALE: "=1'-0" 3

RETAINING WALL

SCALE:3 4"=1'-0"

DRIVEWAY DETAIL R VEHICULAR SCALE: "=1'-0" 1. ASPHALT CONC. SURFACE COURSE 6. WATERPROOF MEMBRANE WITH PROTECTION BOARD 7. AGGREGATE SUB-BASE 2. ASPHALT CONC. BASE 8. COMPACTED SUB-GRADE 90% 3. SAND BASE 4. FABRIC SEPARATION 5. DRAIN MAT 3

1 2 3 4 5 6 7

WAYS)

4. #3 VERT. HORIZONTAL REBAR

1. CONCRETE DRIVEWAY 2. SLOPE FINISH GRADE 3. COMPACTED SUBGRADE

1"2"3" 1" 6"

1. CAST IN PLACE CONC. CAP 2. 12" x 12" x 8" COLUMN BLOCK 3. #3 REBAR FOOTING (BOTH

3'-0"

UESUGI MATSUI WINTER 2015

SEAT WALL

SCALE:3 4"=1'-0"

LA 332L

Red Rock Canyon Visitor Center, Las Vegas, NV

DETAILS OF WALLS, AMPHITHEATER, STEPS, HANDRAILS, PAVEMENTS

REVISION

1'-6"

1'-0"

LOW WALL K SCALE: "=1'-0"

9 10

1 2 3

1" 84

3 4 5 6 7 8

Osvaldo Curiel Cal Poly Pomona Department of Landscape Architecture

1'-4"

1'-6" 1 12"

" VARIES 2 3 HT. 1'-0" 16 SEE PLAN

5. 90% COMPACTED SUBGRADE

HOUSE AT ALL SIDES EXCEPT CAP SURFACE

1 2

MIDDLE AND BOTTOM (TYP.)

4. VERTICAL REBAR @16" O.C.

10"

BASE

1. CONCRETE CAP 2. STONE VENEER 3. #4 HORIZONTAL REBAR @ TOP,

DATE

1. 10" x 2" x 16" CONC. BLOCK CAP 6. CONC. PAVING 7. EXPANSION JOINT 2. 8" x 4" x 16" CONC. BLOCK 3. 4" x 16" CONC. BLOCK(SIZE HT 8. CONCRETE FOOTING AS NECESSARY) 9. #4 HORIZ. REBAR @FOOTING & @ TOP OF WALL 4. #4 VERT. REBAR @32" O.C.-ALTERANTE BENDS. SOLID 10.90% COMPACTED SUB GRADE GROUT ALL CELLS W/REBAR 5. 8" x 8" x 16" CONC. BLOCK AT 11.STUCCO FINISH TO MATCH

SCALE:

AS NOTED DATE:

03/17/2015 SHEET NUMBER

LS-07

Irrigation Plan

insurance. Contractor is to obtain all necessary permits

IRRIGATION SCHEDULE

Osvaldo Curiel

13 112"

1.00

2.02

15 1

1 2" -

IRRIGATION PLAN LA 333L GLENN MATSUI DEPT OF LANDSCAPE ARCHITECTURE

12 1"

112" -

112" C

1 2" -

20 112"

9 -

112"

14.1

5 1"

112"

PROJECT: RED ROCK CANYON VISITOR CENTER LAS VEGAS

11.6

1" -

18 112"

Pressure Calculation for Valve A6- 11.6 G.P.M Pressure required at Critical Station: Loss for Fittings: Loss for Main line: Loss for POC to Valve:

Loss for Mastervalve: Critical station pressure at POC: Pressure available: Residual Pressure available:

34.02psi 0.04psi 0.45psi 0.00psi

M TO BLDG.

3.67 psi 48.75psi 85.00psi 36.25psi

SCALE: 1"=10'-0" 0

1" = 10'

NORTH

48 feet

30 feet

DATE:6/09/2015

LI-01

Irrigation Details

SHRUB SPRAY 6" POPUP W/MARLEX R

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.

PROJECT: RED ROCK CANYON VISITOR CENTER LAS VEGAS

IRRIGATION DETAILS LA 333L GLENN MATSUI DEPT OF LANDSCAPE ARCHITECTURE

Osvaldo Curiel

SCALE: AS NOTED DATE:6/9/2015

LI-02

PLANT SCHEDULE

PROJECT: RED ROCK CANYON VISITOR CENTER LAS VEGAS

PLANTING PLAN LA 333L GLENN MATSUI DEPT OF LANDSCAPE ARCHITECTURE

Osvaldo Curiel

Red Rock Canyon Planting Plan 37

1" = 10'

NORTH 10 20 30 feet

SCALE: 1"=10'-0" DATE:6/9/2015

LP-01

Cal Poly Pomona Science bulding Planting Design

18” of DG

Viewing Deck

1/8”=1’-0”

Gravel

SCIENCE COURTYARD PLANTING LEGEND SYMBOL

BOTANIC NAME

TREES Ac se Acca sellowiana + cvs Fi ca BM Ficus carica 'Black Mission' Fi ca BT Ficus carica 'Brown Turkey Improved' Fi ca WG Ficus carica' White Genoa' La no Laurus nobilis Ps ca Psidium cattleianum +cvs Pu gr W Punica granatum 'Wonderful' SHRUBS Ar un Co Arbutus unedo 'Compacta' Ci cu Citrus cultivars La an Lavandula angustifolia + cvs La de Lavandula dentata La x in Lavandula x intermedia +cvs La st Lavandula stoechas +cvs Ro mu Rosa mutabilis Ro of Rosmarinus o cinalis +cvs PERENNIALS & GRASSES Ac mo Achillea 'Moonshine' Ag Sp Agastache species +cvs Ce ci Centaurea cineraria St by Potted Plants Cr ar Cr ov Hedge Plants My co Vi ti

Gravel

COMMON NAME

SUN EXPOSUURE

WUCOLS PF IRRIG. REQ.

Pineapple Guava Black Mission Fig Brown Turkey Fig White Genoa Fig Sweet Bay Strawberry Guava Wonderful Pomegranate

F F F F F/P F/P F/P

M M M M M/L M M

1 1 1 1 2 1 1

21' x 21' 22' x 22' 22' x 22' 22' x 22' 26' x 26' 20' x 20' 4-20'

HxW

NUMBER OF PLANTS USED 2 1 1 1 3 3 4

Compact Strawberry Tree Orange, Lemon, Kumquat English Lavender French Lavender Lavandin Spanish Lavender Butter y Rose Rosemary

F/P F/P F F F F F/P F

M/L M M/L M/L M/L M/L M M/L

2 1 2 2 2 2 1 2

12' x 20' 6-25' 3' x 4' 3' x 4' 2' x 2' 3' x 5' 10' x 6' 1-5'

1 3 44 13 8 8 6 7

Yarrow Hummingbird Mint Dusty Miller

F F F

M/L M/L M/L

2 1-2' 2 3' x 2' 2 1'+ x 1'

GRASSES Fe gl

Festuca glauca+ cvs

Blue Fescue

F/P

1 1' x 1'

1 gal. - 12” o.c.

Notes: No planting on first 18” off of edge on five foot path

92 30 79

Stachys byzantina

Lamb's Ear

F/P

M/L

2 1' x 2'

Crassula arborescens Crassula ovata +cvs

Silver Jade Plant Jade Plant

F/S F/S

L/VL L/VL

2 9' x 4'-6" 2 9' x 4'-6"

6 25

Myrtus communis Viburnum tinus +cvs

True Myrtle Laurustinus

F/P F/P

M M/L

1 5' x 5' 2 10' x 5'

16 9

Significant Attributes: Trees will offer shade and edible fruits that can be picked and eaten on the spot. Shrubs will give some screening and others will be used for aesthetics. Also the perennials and the grasses will serve this purpose. Some perennials will attract butterflies and other important insects that will help the environment and is also aesthetically pleasing.

Site Plan

Science Courtyard Cal Poly Pomona

Osvaldo Curiel LA 341 Craig Sutton Department of Landscape Architecture California State Polytechnic University, Pomona December 9, 2014

CBA Building Cal Poly Pomona- Planting Plan

3 43

Hydroseeded Wildflowers

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

DATE

SCALE: 1"=10'-0" DATE: 03/10/2015

REVISION

PLANTING PLAN

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

MAWA: (.62) x (48.85in) x (.7) x (39,062)= 828,149 gal/yr

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

REVISION

PLANT SCHEDULE

Achillea millefolium (White Yarrow) Clarkia purpurea (Winecup Clarkia) Clarkia unguiculata (Elegant Clarkia) Eschscholzia californica (California Poppy) Gilia tricolor (Birdâ&#x20AC;&#x2122;s Eye Gilia) Layia platyglossa (Tidy Tips) Lupinus truncatus (Collared Annual Lupine) Stipa pulchra (Purple Needlegrass)

DATE

ETWU: (48.85in) x (.62) x ((.3 x 39,062)/.71)= 499,886 gal/yr Wildflower Hydroseeding (Note: Spray in noted areas)

SCALE: 1"=10'-0" DATE: 03/10/2015

LA 342 Planting Design Craig Sutton

CBA PLANTING PLAN

Osvaldo Curiel

Perspectives Lavender

Gleditsia triocanthus

Manzanita

Quercus suber

Rosemary

DATE

REVISION

Marina Strawberry Tree

DATE: 03/10/2015

Manzanita

Lavender

Cistus x Blanche

CBA SIGN- ON MAIN PATH LEADING TO BUILDING

LA 342 Planting Design Craig Sutton

Cistus x Blanche

SECTIONS AND PERSPECTIVES Osvaldo Curiel

Cercis occidentalis