Nou J Moua Portfolio

landscape architecture p o r t f o l i o NOU MOUA

NOU MOUA Greetings!

I am a recent graduate from UC Davis with a strong interest in public space design. Landscape architecture continues to amaze me everyday, with its ability to break barriers, whether that be language or culture, and instead, bring people together through design.

contact email njmmoua@ucdavis.edu phone 916.585.0134 linkedin linkedin.com/in/noujmoua website njmmoua.wixsite.com/portfolio

EX·PE· RI·ENCE skills

····· ····· ····· ···· ····· ····· ·· ····· ··

education Autocad SketchUp Photoshop Illustrator Twinmotion Indesign ARCGis Vectorworks Rhino 3D

university of california, davis bs in landscape architecture

experience external affairs associate • project invigorate • Work with the program director to manage and update content on website • Document quarterly progress and project accomplishments to appeal to potential student interns and organizations student coordinator • project invigorate • Managed a team of 12 student interns to complete (2) Master Plans and install (2) planting designs • Maintained close communication with clients to provide post-installation care student intern • project invigorate • Collaborated with team members to complete (1) site design and install (2) planting designs • Prepared renderings/illustrations of schematic design with the pursuit of the final client approval • Studied, selected, and planted California natives and water-conscious plant urban forestry volunteer • city of davis • Trained under supervisor to assess, prune, and stake young city trees • Updated tree inventory through asset management program • Monitored and reported potential threats to tree health • Worked with pruning tools, irrigation equipment, and organic material

featured works landscape architecture magazine • june 2020

contents CH 1 Sacramento Railyards CH 2 Mariposa Creek Parkw ay CH 3 Castroville Oaks CH 4 Albany Bulb CH 5 Grønvold Park CH 6 Other Works

CH1 SACRAMENTO RAILYARDS Sacramento, CA | Senior Capstone The Sacramento Railyards holds a historical significance as it was once a booming center for the First Transcontinental Railroad. It catered to the users of that time, mainly providing transportation for people and goods. Today, the city has plans to transform the 244 acre site into a mixed-use development and unlike the town in the 1860’s, residents now are demanding for walkable cities.

Recreational Areas Activity Levels

&

in Downtown Sacramento How does the change in landscape from one recreational area to another (streets, building heights, vegetation) affect the user experience?

(High-Low) Activity levels in recreational areas Sacramento Railyards site

5th Street Transect

5th & H CIVIC/OFFICE Streets: 40 ft Bike lane: 6 ft

5th & J COMMERCIAL/ CIVIC/OFFICE Streets: 50 FT Bike lane: 6 ft

5th & L COMMERCIAL Streets: 50 ft Bike lane: 6 ft

5th & O RESIDENTIAL & CIVIC/OFFICE Streets: 20ft Bike lane: 6fft

5th & R RESIDENTIAL, COMMERCIAL & CIVIC Streets: 20ft’ Bike lane: 10ft’

5th & U RESIDENTIAL Streets: 20 ft Bike lane: 8 ft

Design Process

IDENTIFY LAND USE

Begin by identifying the different types of land use in Sacramento’s proposed plan.

LOCATE CENTRAL POINTS

In each zone, locate the central point.

For larger and asymmetrical spaces, locate two points.

Masterplan

mission statement Use the Railyards site to address the challenges Sacramento faces with soft mobility by establishing a walkable urban thoroughfare to & through pedestrian-oriented spaces.

CONNECT ALL CENTRAL POINTS Stitch all zones together with a connective path.

ISOLATE ZONES

Remove outer land use colors for better visualization.

IDENTIFY THIRD SPACES

Along the connective path, identify areas that can be activated as third spaces. Categorize each of these spaces into 4 themes.

ESTABLISH CIRCULATION PATH

Establish the main circulation route for pedestrian thoroughfare throughout the Railyards.

Third Spaces the open gallery Diversify the types of activities and users by providing flexible spaces.

Design Decisions • •

elevated park structure with viewing platforms provide a “formal entryway” into Railyards site

the rustic tracks Preserve the historical character of the Railyards while simultaneously modernizing the site for today’s users.

Design Decisions • • •

historical preservation through art installations retain on-site materials open plaza

the greenbelt Address Sacramento’s lack of shade trees/structures during the hot Summer months.

Design Decisions •

Introduce shade trees along Vista Park to surrounding districts

the gardens Preserve not just the historical architecture that represents Sacramento’s bigger identity as a Railroad city, but also the people who were displaced in the 1900’s the Chinese immigrants who contributed to the building of the railroad.

Art Installation California Native Plants

Chinese Garden elements

CH2 MARIPOSA CREEK PARKWAY Maripsoa, CA | Group Project The Master Plan for Mariposa Creek Parkway, a collaboration between Mariposa County and WRT a design firm envisions the trail as a recreational site, transportation resource, and an opportunity for economic development. My design expands on this Master Plan with a strong emphasis on habitat conservation and enhancement by establishing a finalized planting plan for a portion of the trail.

OBJECTIVES FAUNA

FLORA

COMMUNITY GROWTH

Understand the ecology of Mariposa Creek Parkway to aesthetically enhance the habitat values and experience in the landscape, while simultaneously promoting the wildlife population and plant health.

Use California Native plants specific to Mariposa County that adapts well to the Riparian Woodland areas.

Strategically, in quantity and spatially, group plants to frame the space for minimal recreational use and ease of maintenance.

Build a strong relationship between community members, tourists, and the creek within the parkway, while respecting the boundaries of the wildlife and its habitat.

NATIVE FLORA & FAUNA Special-status Species Special-status species drive the design for the Mariposa Creek Planting Plan. Selected plants are arranged in layers that would help minimize disturbance to the wildlife.

Plant Palette The planting plan is composed of welladapted Riparian Woodland, California Natives specific to Mariposa County. Plants are arranged into 3 different layers: trees (scattered), shrubs (ground-cover to tall), and forbs (strategy to suppress the growth of invasive species).

Masterplan

TREES LAYER

SHRUBS LAYER

FORBS LAYER

A NEW ECOSYSTEM The planting design for Mariposa Creek Parkway shall enhance the riparian habitat for special-status species, address maintenance and safety concerns, and allow pedestrian flow and recreational activities to occur within the site with minimal disturbance to the wildlife.

Successional Model 2020

Invasive species are removed with prescribed fires. Species located by water’s edge, where more nutrients are available for plant growth, will be first priority.

2040

The flow of and width of the creek increases with the removal of the Himalayan Blackberry.

2060

The creek becomes an ecological hub for specialstatus species and a recreational site for the community.

Rendered by Yitong Zhang

Rendered by Yitong Zhang

CH3 CASTROVILLE OAKS Castroville, CA | Group Project Castroville, also more infamously known as “The Artichoke of the Center”, is located in Monterey County and is known as one of the biggest producers of agricultural goods. Since 1863, the town has built itself to sustain from 900 residents to over 6,000 today . It is highly populated by individuals of Hispanic background, with many working in the agricultural industry. The purpose of this project is to study the relationship between the people and the landscape, and how we can use these findings to enhance the design for Castroville Oaks, a CHISPA housing development.

Site A

Vision for Castroville Oaks

1

Enhance the physical and cultural identity to foster safe, inclusive, and well-connected spaces.

Site B

2

Strengthen community connections and engagement through ritualistic events in under-utilized spaces.

3

Empower capacity building processes to open gateways for future opportunities

Layers Of Castroville Oaks The design focus is the central community area of Castroville Oaks in Site B. As with many of CHISPA’s multi-family housing developments, this site offers another version of a “community center”.

However, unlike the indoor center CHISPA is familiar with, our site offers an outdoor version of this space.

to & through 1.

2.

3.

4.

connection to surrounding sites vehicular routes (21 feet width) vehicle oriented parking lot, garages, street parking

the destination

playground

stage

points of connection 1.

2.

3.

4.

private & semi-private spaces meet passive recreational activities pedestrian/resident oriented small shrubs & ornamental plants

paths

the destination 1.

2.

3.

4.

open & spacious passive and active recreation users of all ages & communities spaces for community collaboration

community gardens

How c an w e a c h i eve t h e g o a l s f or Ca str ovi l l e Oa ks?

1 • • • •

Enhance the physical and cultural identity Street Lighting I mproved Sidewalk Conditions Street Parking Crosswalks

2 • • •

Strengthen community connections and engagement Art work Community Gardens Recreational Areas

3 • • •

Empower capacity building processes Native Planting Edible Plants Sports Field for Youth

the

CH4 ALBANY BULB Albany, CA | Group Project Albany Bulb, a 31 acre site, is a cultural landscape that originally began as a landfill site. Today, residents use the site for passive recreation and art exploration. The purpose of the Albany Bulb Master Plan is to assess the current state of the site to determine how the space can achieve its potential as a scarce green space in the crowded metropolitan Bay Area. Redesign of the site uses elements of imageability—the ability of a place and its visual impacts to stimulate mental imaging and processing— to enhance the user experience.

CHALLENGES VE G ET AT ION

1

•

Overpopulation of invasive species Vegetation obstructing views Pathways hidden from vegetation

• •

S AFE T Y •

2

• •

3

Unstable structures (ex: Mad Marc’s Castle) Exposed rebar & construction waste Lack of guardrails in h igh-risk sites

US E R E XP E RIE NCE • •

Lack of a functional wayfinding system Preservation of Bulb’s cultural identity

VEGETATION MANAGEMENT

Albany Bulb is overpopulated with invasive species that obstruct views and pathways. With the removal of invasive species and thick blankets of vegetation, main and secondary trails become more visible.

SITE SAFETY & HAZARD MITIGATION

Structures such as Mad Marc’s Castle pose the greatest risks to the public, as tourists regularly visit these areas. To ensure safety, it is necessary to install guardrails and remove construction debris in high risk areas.

ENHANCEMENT OF THE USER EXPERIENCE Redesign of the site uses elements of imageability—the ability of a place and its visual impact to stimulate mental imaging and processing—to enhance the user experience.

PATHS the channels along which the observer customarily, occassionally, or potentially moves

DISTRICTS distinctive in contrast with the rest of the place and recognizable as having some common, identifying character

NODES linear elements not used or considered as paths by the observer

LANDMARKS external point references which are singularly unique and memorable

EDGES linear elements not used or considered as paths by the observer

CH5 GRØNVOLD PARK Oslo, Norway | Group Project Grønvold Park is historically an industrial site located in the neighborhood of Hovinbyen— one of Oslo’s largest urban development areas.

Residen tial development is becoming more promine nt, especially with the increase of immigrant families moving into the area. This mixed use area, which will soon include a new elementary school, office buildings, and residential units, addresses a need for more green and public spaces for the growing, diverse community.

Design Process CIRCULATION Locating surrounding buildings and entry points and identifying the users are allows us to predict the circulation happening in the site.

SPACES After the circulation analysis, we identify the negative spaces in the site. Spaces along the edges are typically larger. More movement in the central area breaks the site into smaller, fragmented spaces.

DEFINING Spaces along the edges are larger, more open, and can be used for recreation or congregation. As users move towards the center, spaces become more intimate and enclosed.

MISSION STATEMENT The design for Grønvold Park features walkable urban thoroughfares, diverse destinations areas for recreation and play, and includes interactive elements to help c reate an invigorating and vibrant common ground for the users. The park modernizes and energizes a historically industrial place by providing a plethora of innovative and interactive elements that the public can engage with.

THE PLAYGROUND Providing diverse spaces and unconventional play areas for children encourages exploration and interaction with the built environment. The Playground includes “through, over, under” elements such as mounds, tunnels, and ground trampolines—all which maximizes the space and experience.

THE PLAZA The Plaza encourages community gatherings and congregation—all while promoting sustainable agriculture and creating access to fresh food. Providing spaces for people to gather helps establish a connection between community members. Community gardens, additionally, gives r esidents an opportunity to take ownership and responsibility of their neighborhood.

THE SKYWALK The Skywalk is one of the most important nodes in the space where multiple pathways connect to. While the skywalk allows users to walk “over” the site and partake in activities occurring in The Amphitheater, it also allows bicycle users to pass under the structure and through to another space.

CH6 OTHER WORKS Independent Projects / Personal Works

Cultural Landscape : A Hmong Village

CONSTRUCTION DOCUMENTS • •

Layout Plan & Details Irrigation Plan & Details

•

Softwares Used: • AutoCAD

Grading & Drainage Plan & Details

IRRIGATION LEGEND Symbol

57

Description

GPM

PSI

Rad.

HEADS HUNTER PCB50 per Detail L-15

0.50

30

N/A

0.50

30

1.5'

15 Rotor

HUNTER MSBN-50H Half Stream Bubbler on HUNTER PROS-12-PRS30-CV HUNTER I-25-06-SS-15 Nozzle

13.4

50

45'

2V Pop-up Spray Head

HUNTER PROS-12-PRS40-CV-MP2000-360°

1.48

40

15'

Tree Bubbler

P

M Pop-up Bubbler

2V Pop-up Spray Head

HUNTER PROS-12-PRS40-CV-MP2000-90°-210°

VAR.

40

15'

1F Pop-up Spray Head

HUNTER PROS-12-PRS40-CV-MP1000-360°

0.84

40

11'

1V Pop-up Spray Head

HUNTER PROS-12-PRS40-CV-MP1000-90°-210°

VAR.

40

11'

Pop-up Spray Head

HUNTER PROS-12-PRS40-CV-MP1000-90°-210°

VAR.

40

8'

V

Hunter HQ-44RC-AW, located per plan

Remote Control Valve

Hunter ICV-FS-AS-ADJ series valve. Size per plan

P

P

1 2"

10.71

1.

2.

1

GPM OR NOT APPLICABLE

2

DETAIL # SHEET #

V

V

V

V

V

3 4"

1" 1V

V

V

V

V

V

7.

1V P

1V

M

1 2" 1 2"

2 21"

2"

1V

1V

M 1V

P

1V

SS WYE 3 INV 50.26 6"N INV 50.26 6"W INV 50.26 6"E

1.50%

54.79

SSCO 1 RIM 53.79

LIMIT OF WORK

54.63

1%

CD

2%

2%

0.53%

TW 55.75 BW 55.25

2.2%

55.22 55.06

1.86% BW 54.99 55.20 TW 55.63 BW 55.13 55.0 1%

SDDI RIM 54.94 INV 50.72 8"N INV 50.72 12" E INV 50.72 8" E TS 54.99 BS 53.95 TW 55.28 BW 53.95

TS 55.25 BS 54.21

TW 55.63 BW 55.13 1.83% 0.62%

2%

TW 55.28 BW 53.95

HP

53.50

2%

54.8

54.6

SDMH 1 RIM 53.84 INV 50.82 6"N INV 50.88 6"NE INV 50.50 12" W INV 50.50 12" SE

CD

TW 55.28 BW 53.95

NO

1.

BW 54.99

54.8

2%

1.02%

TS 55.14 BS 54.10

54.7

2%

2% 55.5

4.

FG 55.75

55.4

54.8

54.4

54.9 2%

6.

LP 54.6

0.48%

7.

2%

54.9

LP 54.70

0.98%

2%

55.2

8.

55.3 55

2%

55.1

54.6

9.

55

CD

0.9%

7.00

L-03 SLEEVES UNDER L-07 STREETS

B-17 22.94

10'

20'

40'

60'

80'

PIPE CLASS

Control/ Common Wire

No. 14

No. 12

No. 10

No. 8

1700'

2000'

2400'

2700'

2700'

3300'

3800'

4800'

5200'

3/4"

SCH. 40 PVC

No. 14

9-12 GPM

1"

SCH. 40 PVC

No. 12

13-22 GPM

1-1/4"

SCH. 40 PVC

No. 10

23-30 GPM

1-1/2"

SCH. 40 PVC

No. 8

31-50 GPM

2"

SCH. 40 PVC

51-70 GPM

2-1/2"

SCH. 40 PVC

71-110 GPM

3"

SCH. 40 PVC

DESCRIPTION

CONTROL WIRE SIZING GUIDE

PIPE SIZE

SHEET TITLE

6700'

DRAWING NO.

MARQ T.

DESIGN AND CONSTRUCTION MANAGEMENT

THE CONTRACTOR IS RESPONSIBLE FOR GRADING EXISTING CONDITIONS TO CONFORM TO THE FINISHED GRADES INDICATED ON THE PLANS. DRAIN LINES, DRAIN INLETS, MANHOLES, ETC. ARE APPROXIMATE. REFER TO CIVIL IMPROVEMENT PLANS FOR EXACT LOCATION, ELEVATION AND/OR LENGTH. PRIOR TO CONSTRUCTION AND/OR LANDSCAPE GRADING, THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS, EXISTING DRAINAGE STRUCTURES, STREET IMPROVEMENTS, AND FINISHED FLOOR ELEVATIONS WITH THE ENGINEER OR OWNER. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE UNIVERSITY SHOULD THERE BE ANY DISCREPANCIES BETWEEN THE PLANS AND THE ACTUAL SITE CONDITIONS. UNLESS OTHERWISE NOTED, ALL EXISTING AT-GRADE UTILITIES (MANHOLES, VAULTS, BOXES, ETC..) SHALL BE LEFT AT EXISTING GRADES. PROPOSED ADJACENT FINISHED GRADES SHALL CONFORM TO EXISTING UTILITY GRADES WHERE POSSIBLE. CROSS-SLOPE SIDEWALKS 2% MAX IN DIRECTION INDICATED ON THE PLANS, UNLESS OTHERWISE NOTED. GRADES INDICATED AT WALKWAYS ARE FINISHED SURFACE. CONFORM NEW PROPOSED FINISHED SURFACE GRADES WITH ADJACENT EXISTING GRADES. CONTACT LANDSCAPE ARCHITECT IF ANY DISCREPANCIES ARE FOUND IN THE FIELD THAT AFFECT CONFORMANCE. ALL FINISHED LANDSCAPE GRADES SHALL HAVE A MINIMUM 2% POSITIVE SLOPE, UNLESS OTHERWISE NOTED. FINISH GRADE IN PLANTING AREAS SHALL BE 1" BELOW TOP OF CURBS AND WALKS, 1" BELOW CURBS AND WALKS PLANTED IN SODDED TURF AND 1" BELOW CURBS AND WALKS PLANTED IN SEEDED TURF. COORDINATE ALL DRAIN LINE RUNS WITH TREES AND SHRUB PLANTING.

255 COUSTEAU PLACE DAVIS, CA 95618 530 754-1111 CONSULTANTS

\Users\youvang\Desktop\Asset 1.png

NOU MOUA (916) 589-3428

APPROVALS:

GRADING LEGEND

55 53.8

(E) CD

SS WYE 4 INV 49.74 6"E INV 49.74 6"W INV 49.82 4"N

SSMH 2 RIM 55.13 INV 49.66 6"W INV 49.66 6"S INV 49.66 6"E

B-18 2"

1 41"

2%

2%

54.29

5.

55.1

2%

2% 54.9

2%

TS 55.14 BW 54.99 BS 54.10

54.5

54.3 53.90

55.8

55.4

BW 55.14 54.8 2% 54.7 2%

54.8 54.3

FG

55.8

55.0

TS 55.14 BS 54.10

TW 55.28 BW 53.95

2%

54.7 2%

2.63%

4%

2% BW 54.99

1.93%

TS 55.14 BS 54.10

1V 1V 2V

2V

1 2"

GRADING NOTES

ING

TW 55.75 BW 55.25

SSDI RIM 52.86

1 2" 1 2"

L-13 POP-UP L-08 SPRINKLER L-10 IRRIGATION WIRE L-08 CONNECTION

CHK'D BY:

1%

2%

0.086%

221"

1V 2V

DRAWN BY: NOU MOUA

RK

BW 55.39 TW 56.72 FF=55.50

SDCB RIM 55.04 INV 50.82 8" E

55.5 2%

TW 55.31 BW 53.26 TS 55.14 BS 54.10

2V

1V

POC 2V

1"

3 4"

1V

1V

1V

P M

2V

1F

1V

1V

1 2" 1V

1 2"

3 4" 1V

ISSUE DATE: DEC 6 2016

SSMH 1 RIM 55.66 INV 37.30 10"S INV 47.39 6"W INV 37.30 10"N

CD

2%

2% 54.9 BW 55.14 TW 55.59 BW 54.26

2%

SSDI RIM 53.27

TS 55.33 BS 54.29

1 2"

1F

1F 1V

2V

1F

1 2"

1V

0-8 GPM

55.6

2%

3 4"

1V

CIRCUIT GPM

Maximum Flow: 53.60 Maximum Operating Pressure: 50 psi Normal Operating Pressure: 30-50 psi

PA

BW 55.39 TW 56.72

CD 1%

1"

1 2"

1V

1 41"

DATE

VAN

TS 54.88 BS 53.84

1V

2V

1 2"

1 2"

LATERAL SIZING GUIDE

SYSTEM OPERATION FLOW & PRESSURE

2.95%

BW 55.14

1V

3 4"

1 2"

SCALE: 1"=20'-0"

FG 55.78

55.4

55.2

TS 55.14 BS 54.10 TW 55.43 BW 54.10

1V

1"

1" 1V

Static Design Pressure: 65 psi Maximum Flow: 53.60 Gpm Operating Pressure: 30-50 psi

1.07% 2%

1V

1V

1V 1V 1F

P

1 2"

APPROVALS:

16.10

1V

1 2"

2F

1 2"

0

P.O.C.

LIMIT OF WORK

TS 55.14 BS 54.10

1" 2V 3 4"

1"

3.

SDDI RIM 55.20 INV 51.15 8" S INV 51.15 8" W

1 2"

1 41"

SSCO 4

2%

SDCB RIM 55.12 INV 50.92 8"N INV 50.92 8"S

1V

2.

2%

3 4" 1V

M

2V

3 4" 1V

1V

P

1V 1V

3 4"

1 2"

C-03 TYP AREA L-05 DRAIN INLET

0.54%

1V

1V

55

FF=55.50

1 2"

1V

GARROD DRIVE

1%

1 2"

1V

1V

1"

1V

1V

The irrigation design is diagrammatic. All piping, valves, etc., shown within paved areas are for design clarification only and shall be installed in planting areas. No elbows or 45° ells may be placed under paving, these are to be located in planting areas only. Main line and valves shall be installed in shrub/ground cover areas where possible. Avoid conflicts with utilities, new planting, new site or architectural elements.

SSCO 2 RIM 55.42 INV 49.93 6"W INV 49.93 6"E

1 2"

1V

3 4"

2V

1V

1V

1V

1V

M

M P 1V

1V

1V

1V

1V

1 2"

1V

3 4"

15

1V 1V

1V

2V 1V

15

1V

1V

NOTE

C-20 DRAIN L-05 INLET

2"

15

B-19

1"

1V

1 2"

1F

1F

1 2"

1V

M

1V

1"

P M

1V

OPERATING WATER PRESSURE AT THE POINT OF CONNECTION IS APPROXIMATELY 65 PSI. THE SYSTEM IS DESIGNED TO MAINTAIN A MINIMUM OPERATING PRESSURE OF 50 PSI AND MAXIMUM FLOW OF 53.6 GPM (MAX. CONT. FLOW OF 93.8 GPM). THE CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO INSTALLATION OF THE SYSTEM. REPORT TO THE OWNER AND THE LANDSCAPE ARCHITECT ANY DIFFERENCES BETWEEN THE CONDITIONS ASSUMED ON THESE PLANS AND THE CONDITIONS ON SITE. IN THE EVENT PRESSURE AND FLOW DIFFERENCES ARE NOT REPORTED PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS REQUIRED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, STRUCTURES AND FACILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS AROUND EXISTING AND PROPOSED SITE STRUCTURES AND FACILITIES, UNDER PAVING, ETC...

DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE UNIVERSITY'S REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. THIS DESIGN IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT, PIPING, VALVES, ETC... SHOWN WITHIN PAVED AREAS ARE FOR DESIGN PURPOSES ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE. INSTALL ALL SPRINKLER HEADS WITH NOZZLE OF THE APPROPRIATE DEGREE AND RADIUS FOR THE AREAS TO BE COVERED. ADJUST ADDITIONAL NOZZLES TO ELIMINATE SPRAYING ONTO WALKS, STREETS, WALLS, ETC...

ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. ALL IRRIGATION LINES AND WIRING SHALL BE IN SLEEVING WHEN CROSSING UNDER PAVING.

1 2"

1V

2"

P

1V

1V

1 2"

NOU MOUA (916) 589-3428

1V

1 2"

1"

1V

M

1V

15

1V

1V

V

1V

P 1V

1 41"

2"

2"

1 2" V

IRRIGATION NOTES

6.

1V

1

P M

1V

1V

\Users\youvang\Desktop\Asset 1.png

5.04

1V

1V

1V

1V

1V

1 2"

15

1 2"

1V

1V

M

B-20

1"

4.41

1 2"

1V

1 1V 2"

1V

1V

1" 1"

1 2"

P

1 1V

3 4"

1 2"

1V

1V

M

15

15

1V

M

1V

1V P

1 41"

1V 1V

B-16

V

5.

1V

1V

1V

1 41"

1"

1V

1 3 2" 4"

M

15

15

B-21

1"

1" 3 4"

3 4" 1V

1V

VALVE NUMBER

4.

7.00

1V

Sleeving - PVC Schedule 40, mainline sleeving shall be 6" minimum diameter, laterial line sleeving shall be 4" minimum diameter.

3.

1"

40.20

1" 1 2"

TRENCHING L-09 DETAIL L-08

Pressure mainline - PVC Class 315, size per plan, sleeve under all paving.

Non-pressure lateral line - PVC Schedule 40, size per plan, sleeve under all paving

2.

2"

26.80

TREE L-18a IRRIGATION L-09

PIPE & SLEEVING

1.

2"

53.60

CONSULTANTS

L-01 IRRIGATION SHUT L-08 OFF VALVE

B-22

B-15

B-14

1V

Quick Coupling Valve

SIZE

2"

LIMIT OF WORK

DEEP ROOT L-15 WATERING L-09

Nibco T-619, line sized

L-11 VALVE MANIFOLD L-08 LAYOUT

L-12a IRRIGATION REMOTE L-08 CONTROL VALVE

EQUIPMENT Gate Valve

255 COUSTEAU PLACE DAVIS, CA 95618 530 754-1111

L-16 QUICK COUPLING L-09 VALVE

B-13

DESIGN AND CONSTRUCTION MANAGEMENT

54

SMH 57.79 RIM 41.29 INV (SE) 38.15 INV (W) 37.99 INV (S-N)

53 52

SMH 54.92 RIM 42.63 INV (E) 42.60 INV (NW)

52.50TW

56

0

10'

20'

40'

60'

SCALE: 1"=20'-0"

80'

EXISTING (E)

STORM DRAIN MANHOLE AND DRAIN PIPE

(E)

STORM DRAIN PIPE STUB

XX.X

SPOT ELEVATION

RIM:

TOP OF DRAIN GRATE ELEVATION

INV:

DRAIN PIPE FLOWLINE ELEVATION

FG:

FINISHED GRADE OF PAVING ELEVATION

1%

SURFACE OF PAVING SLOPE & DIRECTION

TS:

TOP OF STEP ELEVATION

BS:

BOTTOM OF STEP ELEVATION

TW:

TOP OF WALL ELEVATION

BW:

BOTTOM OF WALL FOUNDATION ELEVATION

HP:

HIGH POINT OF LANDSCAPE GRADE

DATE

DESCRIPTION

SHEET TITLE

1 2

1.

2.

DETAIL # SHEET #

DRAWING NO.

ISSUE DATE: DEC 6 2016 DRAWN BY: NOU MOUA CHK'D BY:

MARQ T.

LAYOUT NOTES

C-30 STAIRS & L-06 HANDRAIL

C-34 TRASH L-10 RECEPTACLE

33'-6"

10'-0"

7'-10"

P/A

P/A

P/A

R 34'-6"

P/A

24'-8"

R16'-0"

CRUSHED ROCK L-28 MAINTENANCE BAND L-07

13'-0"

8"

R 76'-8"

FOW

10'-0" TYP

2'-5"

P/A

1'

20

8'-8" 9'-4"

12'-0"

TYP

5'-7"

CJ TYP

J ir E P Sta ' TY

PLANTER C-32 SEATWALL L-06

REMOVABLE C-06 WOOD BOLLARD L-10

36'-4"

22'

2'-0"

1'-8"

16'-4"

29'-10"

8'-0"

EJ

CONCRETE C-02 PAVING L-07

16'-0" TYP

POB

20'-0"

9'-8" 19'-9"

6'-10" 12'-3" P/A

ALIGN

P/A

P/A

P/A CENTER ON CONCRETE PAD

ALIGN

46'-8"

11'

P/A

R 76'-8"

11' 13'-1"

62'-2"

R 34'-6"

BIKE C-35 RACK L-10

P/A 28'

L-25 CONCRETE L-07 BAND

19'

ALIGN

P/A

24'

16'-2"

C-33 BENCH L-10 L-27 STEEL L-07 HEADER

7'-8"

2'-7" 70'-3"

7'-6"

25'-3"

POB

C-31 CONCRETE L-06 SEATWALL

FOW

255 COUSTEAU PLACE DAVIS, CA 95618 530 754-1111 CONSULTANTS

NOU MOUA (916) 589-3428 APPROVALS:

LAYOUT LEGEND

L-26 DECOMPOSED L-07 GRANITE

22'-8

DESIGN AND CONSTRUCTION MANAGEMENT

1. VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY THE LANDSCAPE ARCHITECT IF THERE ARE ANY SUBSTANTIAL DISCREPANCIES. 2. SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES. IF THERE IS A CONFLICT, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND UNIVERSITY IMMEDIATELY IN WRITING. 3. ALL TRADES SHALL COORDINATE WORK SO PROGRESS OF WORK IS NOT INTERRUPTED AND CAN BE COMPLETED IN A TIMELY MANNER. 4. ALL MATERIALS & FINISHES SHALL BE AS PER THE DRAWINGS, DETAILS AND SPECIFICATIONS. SOME MATERIALS MAY REQUIRE A SEVERAL WEEK ORDER LEAD TIME. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING ANY & ALL ORDERING LEAD TIMES & PROVIDING THE REQUIRED MATERIALS AT THE PROJECT SITE IN A TIMELY MANNER. NO UNAPPROVED SUBSTITUTIONS WILL BE ALLOWED. CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY IF A SPECIFIED MATERIAL IS NOT AVAILABLE. 5. WRITTEN DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DIMENSIONS. IN THE EVENT ANY DISCREPANCIES ARE DISCOVERED, NOTIFY THE LANDSCAPE ARCHITECT AND UNIVERSITY PRIOR TO PROCEEDING WITH WORK. 6. ALL DIMENSIONS ARE TO EDGE OF CONCRETE FLATWORK, FACE OF CURB, OR CENTER POINT OF RADIUS, UNLESS OTHERWISE NOTED. 7. NEW CONCRETE FLATWORK SHALL MEET GRADE OF EXISTING CONCRETE FLATWORK OR OTHER PAVING. WHERE NEW CONCRETE IS PLACED ADJACENT TO CURB(S) OR EXISTING CONCRETE PAVING, A CONTINUOUS EXPANSION JOINT SHALL BE INSTALLED BETWEEN THE NEW CONCRETE FLATWORK AND EXISTING CURB(S), CONCRETE FLATWORK OR OTHER PAVING. 8. ALL SLEEVING SHALL BE INSTALLED PRIOR TO PLACING CONCRETE WORK. REFER TO IRRIGATION AND ELECTRICAL PLANS FOR SLEEVING LOCATIONS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT NO ADDITIONAL COST TO THE UNIVERSITY, ANY EXISTING AREA DESIGNATED TO REMAIN WHICH IS DISTURBED AS A CONSEQUENCE OF THE CONTRACTOR'S CONSTRUCTION OPERATIONS. REFER TO ARCHITECTURAL AND CIVIL PLANS FOR MORE INFORMATION.

1 2

FACE OF WALL

C-36 WATER L-10 DISPENSER

P/A

CENTERLINE

1.

2.

DETAIL # SHEET #

PLANTING AREA MARK

EXPANSION JOINT

DESCRIPTION

DATE

CONTROL JOINT SHEET TITLE

RADIUS

0

10'

20'

40'

60'

80'

DRAWING NO.

ISSUE DATE: DEC 6 2019 DRAWN BY: NOU MOUA CHK'D BY:

MARQ T.

SCALE: 1"=20'-0"

C21 LID W/ 21" L. SECURITY STEEL CABLE & TAMPER PROOF BOLT

DESIGN AND CONSTRUCTION MANAGEMENT

TOP VIEW OF J BOLT ATTACHMENT

255 COUSTEAU PLACE DAVIS, CA 95618 530 754-1111

72" 59" CC 5/8" DIA. COUNTER SUNK HOLE FOR ANCHORING TO CONCRETE W/ 1/2" X 2"L. ZINK PLATED PENTA-HEAD BOLT AND WASHER (TYP EACH END)

6 1/2" OC (TYP

CONSULTANTS #2 REBAR HORIZONTAL 31"

#3 REBAR VERTICAL

NOMINAL SLATES 2" X 4" DOUGLAS FIR W/ CLEAR COAT

SURFACE MOUNT

40 GAL. PLASTIC LINER (QS-PL28B)

NOU MOUA (916) 589-3428

4"

APPROVALS:

12"

NOTE 1. BENCH AVAILABLE AT HESSAMERICA.COM MODEL CRV200 2. SLAT ARE TO BE TREATED WITH CCA-FREE PRESERVATIVE 3. CAST ALUMINUM FRAME FINISHED WITH MATTE SILVER GREY METALLIC PAINT 4. SURFACE MOUNT WITH 21" X 6" HOT GALVANIZED J SHAPED ANCHOR BOLTS (GRIP-RITE MODEL 126GAB50) 21" GRADE 8 ZINC-PLATED HEX NUT (EVERBILT MODEL 816468), 1/" GRADE 18 STAINLESS STEEL FLAT WASHER (PRIME-LINE MODEL 9080158) 5. MOUNT ON BOTH SIDES OF BENCH LEGS 6. ALL HARDWARE AVAILABLE AT HOME DEPOT 7. CITED SOURCE: HESSAMERICA.COM / HOME DEPOT NTS

BENCH C-33

FRONT VIEW SURFACE MOUNT

19"

NOV 21

NOTE 1. TRASH RECEPTACLE AVAILABLE AT QCP-CORP.COM MODEL NUMBER QS-CAL2534W-C21 2. "MISSION WHITE' PAINT FINISH 3. ALUMINUM LID WITH A BRUSHED FINISH 4. MOUNT WITH 21" X 6" HOT GALVANIZED J SHAPED ANCHOR BOLTS (GRIP-RITE MODEL 126GAB50)--SET IN POURED CONCRETE FOUNDATION 1 5.

2" GRADE 8 ZINC-PLATED HEX NUT (EVERBILT MODEL 816468), 1/" GRADE 18 STAINLESS STEEL FLAT WASHER (PRIME-LINE MODEL 9080158) 5. ALL HARDWARE AVAILABLE AT HOME DEPOT 6. CITED SOURCE: HESSAMERICA.COM / HOME DEPOT TRASH RECEPTACLE C-34

NTS NOV 21

BOTTOM VIEW HEX HEX-HEAD CAP

HEX NUT

6"

FLAT WASHER

40 56"

1 14/16"

3" 2 3/8"

12" SURFACE MOUNT

HEX HEX-HEAD CAP

HEX NUT

4"

FLOOR MOUNT

FLAT WASHER

MARK

NOTE

NOTE

1. BIKE RACK AVAILABLE ON HESSAMERICA.COM MODEL TD1000 2. BIKE RACK HOLDS 2 BICYCLES 3. GALVANIZED STEEL RACK AND I-BEAM SUPPORT POST 4. SILVER GREY METALLIC FINISH 5. EMBEDDED MOUNT USING 21" x 4" GRADE 5 EXTERNAL HEX HEX-HEAD CAP SCREW (EVERBILT MODEL 48658), 21" GRADE 8 ZINC-PLATED HEX NUT (EVERBILT MODEL 816468), 1/" GRADE 18 STAINLESS STEEL FLAT WASHER (PRIME-LINE MODEL 9080158) 6. ALL HARDWARE AVAILABLE AT HOME DEPOT 7. CITED SOURCE: HESSAMERICA.COM / HOMEDEPOT.COM

1. WATER DISPENSER AVAILABLE ON ELKAY.COM MODEL LK4400DB 2. 316 STAINLESS, HEAVY DUTY VANDAL RESISTANT; GREY FINISH 3. FLOOR MOUNTED WITH STEEL SUPPORT IN CONCRETE 5. 21" x 4" GRADE 5 EXTERNAL HEX HEX-HEAD CAP SCREW (EVERBILT MODEL 48658), 21" GRADE 8 ZINC-PLATED HEX NUT (EVERBILT MODEL 816468), 1/" GRADE 18 STAINLESS STEEL FLAT WASHER (PRIME-LINE MODEL 9080158) 6. ALL HARDWARE AVAILABLE AT HOME DEPOT 7. CITED SOURCE: ELKAY.COM / HOMEDEPOT.COM

BIKE RACK C-35

NTS NOV 21

WATER DISPENSER C-36

NTS NOV 21

DATE

DESCRIPTION

SHEET TITLE

DRAWING NO.

ISSUE DATE: DEC 6, 2019 DRAWN BY: NOU MOUA CHK'D BY:

MARQ T.

INTERIOR DESIGN & FLOOR PLANS Softwares Used:

•

Vectorworks

•

Twinmotion

•

Photoshop

LO CA L 9 99 : D ES IG NING T H E OFFICE

ELEC.

ELEC.

DN

DN

(E) WOMEN'S BATHROOM

UP

DN

UP

DN

(E) MEN'S BATHROOM

CO MM E R C I A L CO ND O : S CALE MODEL MAKING

contact email njmmoua@ucdavis.edu phone 916.585.0134 linkedin linkedin.com/in/noujmoua website njmmoua.wixsite.com/portfolio