NOU MOUA
LANDSCAPE ARCHITECTURE
EDUCATION
SOFTWARE SKILLS
2015-2020 University of California, Davis Bachelor of Science Landscape Architecture
Adobe Photoshop Adobe Illustrator Adobe InDesign Sketchup AutoCAD MS Office
ARC Gis Vectorworks Rhinoceros 3D Artlantis TwinMotion
EXPERIENCE 06/2020-Present
Web Designer | Project Invigorate
• • •
N O U
09/2019-06/2020
Student Coordinator | Project Invigorate
09/2018-08/2019
Student Coordinator | Project Invigorate
M O U A
njmmoua@ucdavis.edu (916) 585-0134 Sacramento, CA
Update information including but not limited to: current projects, progress photos, and quarterly blogs Meet with client on a biweekly basis Design evergreen, user-friendly content
• • • •
• •
08/2017-09/2017
• •
Organize and facilitate weekly meetings Oversee design and installation activities Provide additional maintenance to sites after installation Serve as the liaison between clients, program directors, and interns
Use landscaping tools to prepare site for planting (weeding, regrading, soil amendments) Collaborate with cohort of interns to design, install, and maintain sites Draft computer-aided design proposals for clients Propogate, mulch, and manually irrigate plants
Volunteer | City of Davis, Urban Forestry • • • • •
Prune and care for young city trees in Davis Update tree inventory through asset management program Inspect and ensure the health of downtown trees with ornamental lights Work with pruning tools and irrigation equipment Transport mulch, water, and landscaping equipment with City of Davis vehicle
FEATURED WORKS June 2020 Landscape Architecture Magazine
TABLE OF CONTENTS
1
WALKABLE URBAN THOROUGHFARE Sacramento, California
2
RESTORATIVE DESIGN Mariposa, California
3
THE HEART OF CASTROVILLE Castroville, California
4
THROUGH, UNDER, OVER Oslo, Norway
5
KEEPING THE CULTURE Albany, California
6
OTHER WORKS
1
WALKABLE URBAN THOROUGHFARE Sacramento, California 5TH STREET TRANSECT Senior Capstone Project • • • •
AUTOCAD PHOTOSHOP SKETCHUP ILLUSTRATOR
THE RAILYARDS
SITE HISTORY Sacramento Railyards, a 244 acre site was once a booming center for the First Transcontinental Railroad in the 1860’s, providing jobs, maintenance work, and transportation for people and goods. 5th & U
5th & R
5th & O
5th & L
5th & J
5th & H
RESIDENTIAL
RESIDENTIAL, COMMERCIAL & CIVIC
RESIDENTIAL & CIVIC/ OFFICE
COMMERCIAL
COMMERCIAL/CIVIC/ OFFICE
CIVIC/OFFICE
Streets: 20ft; one way Bike lane: 10ft; two sides
Streets: 20ft; one way Bike lane: 6ft; one side
Streets: 20ft; one way Bike lane: 8ft; two sides
RECREATIONAL AREAS & ACTIVITY LEVELS Legend Sacramento Railyards
Recreational Areas
High Activity Levels
Low Activity Levels
Streets: 50ft; two way Bike lane: 6ft; two sides
Streets: 50ft; two way Bike lane: 6ft; one side
Streets: 40ft; two way Bike lane: 6ft; one side
DESIGN PROCESS IDENTIFY LAND USE
MISSION STATEMENT Use the Railyards site to address the challenges that the Greater Sacramento region faces with soft mobility. Establish a circulation path to connect all proposed and existing community spaces together to foster a pedestrian-friendly environment.
LOCATE CENTRAL POINTS
A
2
1 A
CONNECT ALL CENTRAL POINTS
SECTION A.1 | THE WATERFRONT & CENTRAL SHOPS Sacramento River
Sacramento River Bike Trail Transitional Zone: Plaza
ESTABLISH MAIN CIRCULATION ROUTE
Waterfront
30’
Central Shops
Entry to Railyards
1.5’
15’
4’
10’
600’
325’
442’
SECTION A.2 | CENTRAL SHOPS & INNOVATION DISTRICT IDENTIFY THIRD SPACES
Street Crossing
Central Shops Plaza (Cont.)
610’
24’
Innovation District Plaza
Street Crossing
182’
24’
THE GARDENS STYLE: Chinese Gardens a tribute to Chinese immigrants involved in the building of the railroad SIGNIFICANCE: Remembrance of the culture and diversity that once thrived in Sacramento & acknowledgment of the displacement that occurred in the 1900s
Art Installations
Shade Trees
California Native Plants
THE SHOPS SIGNIFICANCE: Preserve the history and introduce modernization through art installations Open plazas for community gathering & business use Kaiser Hospital
Art Installations
Central Shops
Sacramento River Bike Trail Entry way
2
RESTORATIVE DESIGN Mariposa, California Group Project: Nou M. & Yitong Z. • • •
AUTOCAD PHOTOSHOP TWINMOTION
MISSION STATEMENT: Mariposa Creek Parkway presents an opportunity to weave together a recreational space for the community of Mariposa County and special-status wildlife species. Safety concerns for humans are addressed in the low-high shrub hierarchy, allowing pathways and views to be highly visible. The removal and suppression of exisiting invasive species through the planting of fast-growing forbs, invite special-status wildlife species to occupy and live in this new riparian habitat.
VISION FOR SUMMER SEASON
VISION FOR WINTER SEASON
SUCCESSIONAL MODEL Layer 1| Tree 2020 Invasive species are removed using cultural burning methods. 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 a ecological hub for special-status species and a recreational site for the community.
Layer 2| Shrubs
Layer 3| Forbs
3
HEART OF CASTROVILLE Castroville, California Group Project: Nou M., Sandro F., Nathaly O., Tianyue W., Lizbeth G. • • • •
AUTOCAD PHOTOSHOP SKETCHUP SHADERLIGHT
MISSION STATEMENT: Though abundant in businesses and landmarks, most of Castroville’s community life exists within the residential areas. The residential life of downtown Castroville is separated from our site, Castroville Oaks. We aim to connect these two areas together by introducing new green spaces and economic opportunites located in the central area.
PLAN
SECTION A.1 | MULTI-FAMILY HOMES & SINGLE-FAMILY HOMES
A 1 A 2
SECTION A.2 | THE PLAYGROUND
GOALS 1. Enhance the physical & cultural identity to foster safe, inclusive, & well connected spaces • • •
Introduce bike lanes to roads Improve the conditions of sidewalks Create a pedestrian-dominated environment to encourage public gatherings and social interaction
2. Strengthen community connections & engagement through ritualistic events in under-utilized spaces
GOALS 1. Enhance the physical & cultural identity to foster safe, inclusive, & well connected spaces 2. Strengthen community connections & engagement through ritualistic events in under-utilized spaces •
Create pockets that offer different landscape elements, atmospheres, and levels of intimacy,
4
Through, Under, Over Oslo, Norway Group Project: Nou M., Simon H., Colette C. • • • •
AUTOCAD PHOTOSHOP SKETCHUP SHADERLIGHT
MISSION STATEMENT: Residential development is becoming more prominent in this industrial area and an increasing number of immigrants are moving to this neighborhood. This comes with a need to provide more flexible spaces for the growing, diverse community. How people circulate through the site --through, under, and over spaces--will determine their user experience.
THROUGH Users pass through the site, experiencing no elevation changes. This allows the user to easily see how the spaces change from point A to point B.
UNDER Spaces that force users to travel under another paints a moment of exploratoration.
OVER Users traveling over a space are able to overlook and see the overall functions of the site.
Interactive Play This unconventional plaayground design will encourage children to use the landscape as their playground.
Over
Through Under
5
Albany Bulb Albany, California Group Project: Nou M., Isabella J., Byron L. • • •
AUTOCAD PHOTOSHOP SKETCHUP
MISSION STATEMENT: The purpose of the project is to assess the current state of the Albany Bulb and determine how the space can fulfill its potential in the crowded metropolitan Bay Area. The City of Albany has delineated four main goals and are as follows: habitat enhancement, enhancement of user experience, public art enhancement, and site safety & hazard mitigation.
Safety • • • •
Create an open parkland in the center of the Bulb Renovate Mad Marc’s Castle Remove rebar Cut off access to steep walkways (ex: eastside of
Habitat • • •
Open dikes for marsh circulation Add vegetation that supports bird nesting habitat Section of marsh areas for minimal human/dog disturbance to wildlife
User Experience: • •
Define main and auxilary trails Implement wayfinding system
OTHER WORKS Construction Documents
C21 LID W/ 21" L. SECURITY STEEL CABLE & TAMPER PROOF BOLT
TOP VIEW OF J BOLT ATTACHMENT
GARROD DRIVE PAR
KIN
G
GRADING NOTES
VAN
NO
55
1.
SSCO 4
C-03 TYP AREA L-05 DRAIN INLET
LIMIT OF WORK 2%
0.54%
TS 54.88 BS 53.84
BW 55.39 TW 56.72
SDCB RIM 55.12 INV 50.92 8"N INV 50.92 8"S
2%
0.086%
1.50%
54.79
SSCO 1 RIM 53.79
54.63
1%
CD
2%
2%
0.53%
TW 55.75 BW 55.25
2.2%
55.22
1.86% BW 54.99 55.20 TW 55.63 BW 55.13 55.0
55.06
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
2%
2.63%
4%
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
BW 54.99
2%
54.7
55.4
55.5
4.
FG 55.75
55.4
2%
LP 54.6
0.48%
7.
2%
54.9
0.98%
LP 54.70
2%
55.2
8.
55.3 55
55.1
54.6
9.
55
54.8 54.4
54.3
6.
2%
2%
2%
54.8
5.
55.1
54.9
2% 54.9
2% 54.5
1.02%
CD
54.3
0.9%
54.29
(E) CD
SS WYE 4 INV 49.74 6"E INV 49.74 6"W INV 49.82 4"N SMH 57.79 RIM 41.29 INV (SE) 38.15 INV (W) 37.99 INV (S-N)
SSMH 2 RIM 55.13 INV 49.66 6"W INV 49.66 6"S INV 49.66 6"E
53
XX.X
52
SMH 54.92 RIM 42.63 INV (E) 42.60 INV (NW)
52.50TW
56
0
10'
20'
40'
60'
GPM
PSI
STORM DRAIN MANHOLE AND DRAIN PIPE
(E)
STORM DRAIN PIPE STUB
HUNTER PCB50 per Detail L-15
0.50
30
N/A
HUNTER MSBN-50H Half Stream Bubbler on HUNTER PROS-12-PRS30-CV HUNTER I-25-06-SS-15 Nozzle
0.50
30
1.5'
13.4
50
45'
2V Pop-up Spray Head
HUNTER PROS-12-PRS40-CV-MP2000-360°
1.48
40
15'
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
EQUIPMENT
DRAIN PIPE FLOWLINE ELEVATION
FG:
FINISHED GRADE OF PAVING ELEVATION
Hunter HQ-44RC-AW, located per plan
Remote Control Valve
Hunter ICV-FS-AS-ADJ series valve. Size per plan
1%
SURFACE OF PAVING SLOPE & DIRECTION
TS:
TOP OF STEP ELEVATION BOTTOM OF STEP ELEVATION
TW:
TOP OF WALL ELEVATION
BW:
BOTTOM OF WALL FOUNDATION ELEVATION
HP:
HIGH POINT OF LANDSCAPE GRADE
B-13
SIZE
GPM OR NOT APPLICABLE
2"
LIMIT OF WORK
2
3.
4. 5.
6. 7.
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.
NOTE 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.
NOTE
NOTE 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
NTS NOV 21
WATER DISPENSER C-36
NTS NOV 21
DRAWING NO.
ISSUE DATE: DEC 6 2016
DETAIL # SHEET #
DRAWN BY: NOU MOUA CHK'D BY:
MARQ T.
1V
1V P
1"
P
P
10.71
P 1V
V
V
V
P
1V
M
1 2"
V V
2"
2 21"
2"
1V
1V
M 1V
P
1V
1V
1 2"
1V
1 2"
1V
1V
1V
1V
1 2"
1V
1V
2V
1" 2V
3 4" 1V
1V
1 2"
3 4"
3 4"
1 2"
1V
1"
2V
221"
POC
1 2"
1" 1V
1 41"
1" 1V
2V
1F
1 2"
3 4"
1V
3 4"
1V
1V 2V
L-13 POP-UP L-08 SPRINKLER L-10 IRRIGATION WIRE L-08 CONNECTION
1V
1V
B-18 2"
2V
1 41"
1 2"
7.00
L-03 SLEEVES UNDER L-07 STREETS
B-17
1"
1V
16.10
3 4"
1 2"
1V
1V
2V
2V
1F
1"
1"
1V
1 2"
APPROVALS:
1V P M
2V
1 2" 1 2"
1F
1 2" 1V
1 2"
2V 1V
1V
B-19
1V
1 2"
2F
1 2"
1V
P
1 2"
1F 1V
1 2"
1 2"
1V
1F
1V
1V
1 41"
1"
1V 1V
1V
1V
1V
M
M P 1V
1V
3 4" 1V
M
1V 1V
3 4"
P 1V
1"
1V
1V 1V
1 2"
1V
3 4"
2V
1V
1V
1V
1 2"
1V
3 4"
15
1V 1V
1V
1 2"
2V 1V
15
1V
1V
M
1V
1F
1 2"
NOU MOUA (916) 589-3428
1V
1F
1V
2" 2"
1V
V
V V
1V
1 2"
1 2"
P M
15
3 4"
1 1V
1"
1V
M
NOU MOUA (916) 589-342
\Users\youvang\Desktop\Asset 1.png
5.04
P M
1 2" P
1V
1V
15
1V
1"
1V
V
1V
1V
1V
1V
1V
2"
1V
3 4"
B-20
1"
4.41
APPROVALS:
1V
M
1V
1 2" V
255 COUSTEAU PLAC DAVIS, CA 95618 530 754-1111 CONSULTANTS
CONSULTANTS
1 2"
1V
1V
1 41"
1" 1"
1 2"
1V
1 2"
15
1 2"
1
1V
1V
15
15
1V
M
P
1 1V 2"
M
1 41"
1V 1V
1 2"
1V
1 2"
1V
1V 1V
1V
1V
1V
V
1V
1V
1 3 2" 4"
M
DESIGN CONSTRUCTION MANAGEMENT AND
255 COUSTEAU PLACE DAVIS, CA 95618 530 754-1111 L-11 VALVE MANIFOLD L-08 LAYOUT
B-21
1"
1" 3 4"
3 4"
15
15
B-16
V
HEX NUT
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
BIKE RACK C-35
1. 2.
1 2
7.00
1"
1V
2.
1"
40.20
1 41"
V
1.
2"
26.80
1 2"
DETAIL # SHEET #
IRRIGATION NOTES
HEX HEX-HEAD CAP
L-01 IRRIGATION SHUT L-08 OFF VALVE
B-22
B-15
B-14
2"
53.60
TREE L-18a IRRIGATION L-09
Sleeving - PVC Schedule 40, mainline sleeving shall be 6" minimum diameter, laterial line sleeving shall be 4" minimum diameter. 1. 2.
DESCRIPTION
SHEET TITLE
L-12a IRRIGATION REMOTE L-08 CONTROL VALVE
1V
1
HEX NUT
FLAT WASHER
FLOOR MOUNT
L-16 QUICK COUPLING L-09 VALVE
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
NTS NOV 21
DESIGN AND CONST MANAGEMENT
TRENCHING L-09 DETAIL L-08
PIPE & SLEEVING
VALVE NUMBER
HEX HEX-HEAD CAP 6"
DATE
BS:
1V
Nibco T-619, line sized
Quick Coupling Valve
TRASH RECEPTACLE C-34
BOTTOM VIEW
SPOT ELEVATION TOP OF DRAIN GRATE ELEVATION
INV:
DEEP ROOT L-15 WATERING L-09
Gate Valve
NOV 21
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
FLAT WASHER
Rad.
15 Rotor
Tree Bubbler
19"
1 14/16"
57
Description
NTS
BENCH C-33
FRONT VIEW SURFACE MOUNT
NOTE
12"
(E)
HEADS M Pop-up Bubbler
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
3"
IRRIGATION LEGEND
P
NOTE APPROVALS:
2 3/8"
SCALE: 1"=20'-0"
Symbol
4"
12"
SURFACE MOUNT
RIM:
80'
#3 REBAR VERTICAL
40 GAL. PLASTIC LINER (QS-PL28B)
NOU MOUA (916) 589-3428
EXISTING
54
#2 REBAR HORIZONTAL
NOMINAL SLATES 2" X 4" DOUGLAS FIR W/ CLEAR COAT
SURFACE MOUNT
GRADING LEGEND
55 53.8
6 1/2" OC (TYP
31"
2%
2%
53.90
FG
2%
TS 55.14 BS 54.10
TS 55.14 BW 54.99 BS 54.10
2%
54.8
54.7 54.6
TS 55.14 BS 54.10
TW 55.28 BW 53.95
TW 55.28 BW 53.95
2% BW 54.99 2%
54.8
TS 55.14 BS 54.10
HP 53.50
TW 55.28 BW 53.95
1.93% 2%
55.0
BW 55.14 54.8 2% 54.7 2%
TW 55.31 BW 53.26 TS 55.14 BS 54.10
SSDI RIM 52.86
TS 55.25 BS 54.21
TW 55.63 BW 55.13 1.83% 0.62%
55.8
1%
2%
FF=55.50 TW 55.75 BW 55.25 SDCB RIM 55.04 INV 50.82 8" E
2%
2% 54.9 BW 55.14 TW 55.59 BW 54.26
2%
SSDI RIM 53.27
TS 55.33 BS 54.29
BW 55.39 TW 56.72
SS WYE 3 INV 50.26 6"N INV 50.26 6"W INV 50.26 6"E
55.8
55.6
CD
1%
TS 55.14 BS 54.10 TW 55.43 BW 54.10
55.5 2.95%
BW 55.14 TS 55.14 BS 54.10
CD
2%
55.4
55.2
2% SDDI RIM 55.20 INV 51.15 8" S INV 51.15 8" W
SSMH 1 RIM 55.66 INV 37.30 10"S INV 47.39 6"W INV 37.30 10"N
FG 55.78
1.07%
2%
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)
255 COUSTEAU PLACE DAVIS, CA 95618 530 754-1111 CONSULTANTS
40 56"
FF=55.50 1%
3.
72" 59" CC
4"
SSCO 2 RIM 55.42 INV 49.93 6"W INV 49.93 6"E
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.
2.
C-20 DRAIN L-05 INLET
LIMIT OF WORK
6
22.94
MARK
0
10'
20'
40'
60'
DATE
DESCRIPTION
80' SHEET TITLE
SCALE: 1"=20'-0" DATE
SYSTEM OPERATION FLOW & PRESSURE Maximum Flow: 53.60 Maximum Operating Pressure: 50 psi Normal Operating Pressure: 30-50 psi
P.O.C. Static Design Pressure: 65 psi Maximum Flow: 53.60 Gpm Operating Pressure: 30-50 psi
LATERAL SIZING GUIDE
CONTROL WIRE SIZING GUIDE
PIPE CLASS
Control/ Common Wire
No. 14
No. 12
No. 10
No. 8
3/4"
SCH. 40 PVC
No. 14
1700'
2000'
2400'
2700'
9-12 GPM
1"
SCH. 40 PVC
No. 12
2700'
3300'
3800'
13-22 GPM
1-1/4"
SCH. 40 PVC
No. 10
4800'
5200'
SCH. 40 PVC
No. 8
CIRCUIT GPM 0-8 GPM
23-30 GPM
PIPE SIZE
1-1/2"
31-50 GPM
2"
SCH. 40 PVC
51-70 GPM
2-1/2"
SCH. 40 PVC
71-110 GPM
3"
SCH. 40 PVC
DESCRIPTION
ISSUE DATE: DEC 6, 2019 DRAWN BY: NOU MOUA CHK'D BY: MARQ T.
SHEET TITLE
6700'
DRAWING NO.
ISSUE DATE: DEC 6 2016 DRAWN BY: NOU MOUA CHK'D BY:
MARQ T.
DRAWI
Interior Design Office Design
ELEC.
ELEC.
DN
DN
(E) WOMEN'S BATHROOM
UP
DN
UP
(E) MEN'S BATHROOM
DN
Model Making