Landscape Architecture Portfolio 2014-2016

MOHAN ZANG Landscape Designer | Portfolio selected works 2014-2016

CONTENTS

ITAWAMBA COURTHOUSE SQUARE | Fulton Individual Project

Graduate Studio III: Habitat

VIET COMMUNITY CENTER | New Orleans Individual Project

Graduate Studio II: Health

MIDDLE SCHOOL PLANNING | Starkville Individual Project

Graduate Studio I: Water

COLUMBUS RIVERWALK GREENWAY | Columbus Individual Project Graduate Studio IV

RESIDENTIAL PLANTING DESIGN| Starkville Individual Project Ecological Planting Design

RESIDENTIAL SUSTAINABLE LAND MANAGEMENT | Starkville Individual Project Sustainable Land Management

1-6

7-14

15-22

23-36

37-38

39-40

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT 3,000 PSI CONCRETE

LEGEND o.c. of center

FINISHED GRADE

NOTES: 1. Area and depth of facility are based upon engineering calculations and right-of-way constraints.

2. Refer to planter plans for forebay locations.

18" PLANTING SOIL

1'-0" TYP.

PROPOSED CURB DETAIL 4"-2" BALLAST AGGREGATE

1/2"

BUNG STAKE HOLE 5'-6 1/8"

BUNG STAKE HOLE BORDER GUARD WOOD EDGING 4"x12", 1/2" ABOVE FINISHED GRADE

4"-2" BALLAST AGGREGATE

3/16"x24" STEEL STAKE SPACED 12 O.C. 3/4"-1/4" OPEN GRADE AGGREGATE

FOREBAY SECTION 2

1 1/2"-3/4" OPEN GRADE AGGREGATE

Starkville, MS, 39759

NO.

18" MINIMUM DEPTH STORMWATER FACILITY TOPSOIL

L21

Individual Project N.NASH GREEN STREET

BORDER GUARD WOOD EDGING

FINISHED GRADE 4" MIN

REVISIONS

DESCRIPTION

DATE

BY

LA Construction V: Construction Documents PROJECT NO: DATUM: SURVEY: HORIZ SCALE: 1''=1'-0'' VERT SCALE: DESIGN: DRAWN: CHECKED: APPROVED: 1 December,2015 DATE:

41-48

SHEET TITLE

FOREBAY PLAN

FOREBAY DETAIL

PROPOSED CURB & FOREBAY DETAILS

L21 of 22

SCALE 1"=1'-0" PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

9"

PROPOSED CURB SECTION

1'-0"

12"

8"

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

IMPERMEABLE LINER

SCALE 1"=1'-0"

4"

City of Starkville

Mississippi State University Dept. of Landscape Architecture Mohan Zang

1'-0"

EXISTING SUBGRADE

1

0

SHEET PREPARED FOR:

SHEET PREPARED BY:

4"

L21

CONSTRUCTION DRAWINGS | Starkville Scale 1"=1'-0"

6"

1'-0"

6"

3"

6"

EXISTING ASPHALT

HAND GRAPHICS | Starkville Individual Project

49-51

CURRICULUM VITAE MOHAN ZANG

EDUCATION 08/2014 05/2016

Mississippi State University | Mississippi state, MS

08/2014 05/2016

Shenyang Jianzhu University | Shenyang, China

(662) 889-7437 mohanzang@gmail.com

College of Agriculture and Life Sciences Master of Landscape Architecture | GPA 3.90/4.00 College of Architecture and Urban Planning Bachelor of Landscape Architecture

EXPERIENCE Graduate Teaching Assistant 01/2016 05/2016

Department of Landscape Architecture, Mississippi State University

Assisted Dr. Elizabeth Tofte to do a research project about students' sketchbook; Collected, organized and modified undergraduate students’ sketches; Participated in graphic Layout for the sketchbook project; Worked with branch librarian and liaison to set up LibGuide pages

Landscape Architecture Intern 05/201507/2015

10/2013 12/2013

HBA Urban Planning & Architecture Designing Consultants Co.

Participated in the Panjin Zhongxing park planning and design; Drafted master plan and designed direction boards and kiosks in this project; Edited AutoCAD drawings and used Sketchup to create a model; Applied Photoshop to render perspective drawings

Shenyang Urban Planning & Design Institute

Participated in the Shenyang Cheung Tsing bridge-Peter official period of landscape planning and design; Assisted with all design decisions; Drafted sections and edited AutoCAD drawings; Served as office manager, managing appointments and jotting down notes

Workshop 03/2016

EDSA Hand Graphic Workshop | Fort Lauderdale, FL

09/2015

Jim Richard Hand Graphic Workshop | Starkville, MS

HONORS & AWARDS 2015 2016

Mississippi State University | Mississippi state, MS 2016 MS ASLA Honor Award MSU Landscape Architecture Courtyard (Team) 2016 MS ASLA Honor Award Pearl River Community College: Embracing the Watershed (Team) 2015-2016 Student MS ASLA Merit Award Excellence in the Study of Landscape Architecture 2015-2016 Planning and Design Award Columbus Riverwalk Greenway

2010 2014

Shenyang Jianzhu University | Shenyang, China Excellent Student Leader Award Advanced Individual in Summer Social Activity Social Work Scholarship Second-Class Scholarship First Prize of Chinese Dancers Association 212th Dance Competition

ACTIVITIES 20142016

Mississippi State University | Mississippi state, MS Deputy Minister of Art Department in Chinese Students and Scholars Association

2010 2014

Shenyang Jianzhu University | Shenyang, China Minister of Art Department in Landscape Architecture Student Union Head of the D1 Art Group of Architecture & Urban Planning

PROFESSIONAL SKILLS Hand Drafting & Rendering Model Building Graphic & Verbal Communication Digital Photography Proficient in AutoCAD Adobe (Photoshop, Indesign, Illustrator, Acrobat) SketchUp Lumion Microsoft Office (Word, Excel, PowerPoint)

ITAWAMBA COURTHOUSE SQUARE Year: Fall 2015 Location: Fulton, MS Area: 0.54 Acres This project was to redesign the courthouse square, located in the center of downtown Fulton. Three major gathering areas including a plaza, several seating areas, and textured pathways were introduced to replace the previous lawn around the courthouse. Right on the east side of the courthouse, South Gather Street was proposed to be narrowed to slow the traffic and provide overflow parking. Additionally, by narrowing the street, more space could be saved for outdoor dining and temporary retail. The goal of this project was to establish a walkable and enjoyable atmosphere for human priotrities.

Downtown Fulton

1

Perspective of Entrance Plaza

2

Sections and Elevations Before: section and elevation A-A

After: section and elevation A-A

Before: section and elevation B-B

3

After: section and elevation B-B

Master Plan

4

Before: section and elevation C-C

Sections and Elevations

After: section and elevation C-C

Perspective of Seating Wall

5

Before: section and elevation D-D

After: section and elevation D-D

Perspective of Middle Gathering Space

6

VIET COMMUNITY CENTER Year: Spring 2015 Location: New Orleans, LA Area: 7 Acres

VIET community center is in Versailles Village, which was one of the Vietnamese refugee resettlements formed in 1975. It is located on the eastern side of New Orleans, LA. Currently, the VIET community center serves for different programs including the senior program, afterschool program, summer of adventure, and community meetings. The major users are seniors, elementary students from low-income families, kids age 4 -12, and residents of the surrounding neighborhood.

Versailles Village

7

Perspective of Gathering Space

8

Design strategy

Conceptual Design

1. Total site area

2. Define boundary

3. Extraction (cut)

Functional Analysis

Zoning Analysis

4. Aggregation (fill)

Needs Analysis User

9

Preference

Activities

Children

Running, playing, drawing, learning, talking, etc

Soft pavements, attraction

Teenager

Playing, climbing, roller skating, gathering, etc

Open area, play structures

Adult

Chating, watching kids, picnicing, reading, etc

Private space, landscape, seats

Neighborhood Context

0.5 mile

1 mile

River

Open space

Community garden

Institutional

Business

Business center

Community event

Religious

Residential

Community center

Public Transport

Pedestrian Main Flow

Circulation and Accessibilty

Minor arterial Bus route Bus stop

Major collector Minor collector Local

10

Master Plan This design was to meet a variety of needs for recreation and socialization. Around the VIET office and two small buildings, a major walkway was proposed to connect the whole area. According to community needs, the whole area was divided into three functional areas including an afterschool care

area, a children playground, and a teenager play area. A gathering space and seating areas were also introduced to serve for local residents in this center.

The whole design was expected to retain the local existing wetland as well as make improvement on recreational facilities in order to attract more visitors.

1

2

3

11

Detail Plan Section A-A

1. Gathering Space

A

A

To wetland

Tree pit with seat

Activity area

Landscape brick wall

Seating wall

To teenager playground

Section B-B

2. Afterschool Care Area

B

B

An outdoor classroom with landscape walls

To storage

To walkway

Section C-C

C

C

3. Amphitheater

To children playground

Vegetation area

Amphitheater

Outdoor stage

To walkway

12

Perspective of Amphitheather

13

Perspective of Afterschool Care Classroom

14

MIDDLE SCHOOL DESIGN Year: Fall 2014 Location: Starkville, MS Area: 7 Acres

This site is located on the eastern side of Mississippi State University.

It is an open space with an existing pond. The challenges of this design are combining with existing site elevation and connecting to the existing pond. Stormwater management is also an important part of this project. The purpose of this design is to create a vibrant, safe, and meaningful learning environment.

Mississippi State University

15

Bird View

16

Master Plan

Football field 1

Cafeteria Classroom 2

3

Classroom

4

Gymasium

6

Library

5

Office

7

Classroom

14

13

Classroom

8 10

12

9 11

Legend 1. Parking lots 2. Entrance square 3. Sculpture 4. Rubber plaza 5. Gathering plaza 6. Sinking steps 7. Lawn

Functional Analysis

17

8. Sinking plaza 9. Waterfront terrace 10. Wooden platform 11. Turf nature play area 12. Sand play area 13. Amphitheater 14. Rain garden

Pedestrain Circulation

Vehicle Circulation

Detail Plan of these main buildings and along the pond is a courtyard, which serves as an area for recreation and rest. This courtyard adapts stormwater management program which could serve as an outdoor classroom for students.

This project was a proposed idea on a middle school planning and design in an open space with an existing pond on the eastern side of Mississippi State University. According to this design, eight buildings (office, cafeteria, gym, library, four classrooms), and one football field are included and arranged based on their functional purposes. Right in the center

A

B

B

4 6 5

7

8

12 10

9 11

A

18

Section and Elevation A-A

Classroom

Seating structure

Pathway

Section and Elevation B-B

Classroom

19

Gathering space

Rubber plaza

Natural courtyard with

wildflowers

Sinking plaza

Sinking steps

Vegetation area with seat

Waterfront platform

Steps

Library

20

Stormwater Management Water Flow

Perspective of Rubber Plaza

21

Cleansing Planters

Permeable Paving

Pond System

Perspective of Seating Structures

22

COLUMBUS RIVERWALK GREENWAY Year: Spring 2016 Location: Columbus, MS Area: 203 Acres

Columbus Riverwalk Greenway is a comprehensive corridor, which has the potential to combine three important functions, including ecology, recreation, and heritage. In order to attract different trail users, this greenway contained several activity areas to close to nature. This design aims to connect plants, animals and people in the future.

Columbus

23

Detail Plan of Canopy Walk and Adventureland

24

Columbus Riverwalk Greenway is situated along highway 82 and is surrounded by the Tennessee-Tombigbee Waterway. It provides an ideal recreational space through diverse habitats including thick woodland, open prairie, and attractive wetland.

A complete trail system was designed to be built including a main loop, a canopy walk trail, a grassland trail and a wetland trail.

Access

Regional Land Use

Arterial Highways

River Residential

Connector Streets

Business Industrial

Local Streets

Open Space and Parks Institutional

Future Connection Columbus East Bank Recreation 2.8 miles

Commerical Center 1 mile Plymouth Bluff 2.2 miles

Trail Connection

Lee Park 1 mile

Residential Community 0.6 miles Propst Park 1.5 miles

Sports Field

Downtown Columbus 0.5 miles

Residential Community 1 mile

Canoeing Connection Tennesses-Tombigbee Waterway

25

Habitat Plants

Tree

Grassland

Bald cypress Loblolly pine Sweetgum Sycamore Little bluestem

Pink muhly

Wand panic grass

Boltonia

Coneflower Blackeye Susan

Water oak Willow oak Yaupon holly

Shrub

Woodland Groundcover

Summersweet Arrow-Wood Canada goldenrod Viburnum

Blue woodland Zigzag iris phlox

Wetland

Partridge pea

Aquatic milkweed Bride's feathers Lanceleaf Smooth cordgrass arrowhead

Ideal Functional Diagram

Plenty of amenities were introuduced in this greenway and connected by the trail system to attract a wide range of users. They included an outdoor amphitheater, a bike accessible ramp that also serves as a waterfront platform, two play areas for age-separate play elements, a natural stone pathway across the river, a stone terrace seating space, an educational arboretun, a canopy walk with disability access ramps in the woodland area, an adventure play area, a wooden terrace structure as family gathering spaces, and an overlook with a seating plaza. There are two parking lots located in the beginning and middle of the site. The goal of this project was to increase recreation opportunities, mitigate flooding, protect the natural and cultural resources, and improve quality of life.

Floodmap

Site Hydrology

Site Topography

Elevation from high to low High point Low point

Water flow

Floodway Areas 1% Annual Chance Flood Areas 0.2% Annual Chance Flood Areas <0.2% Annual Chance Flood Areas

26

Master Plan Legend Main Entrance Main Parking Lot Pathway connect to parking lot Second Entrance "Dinosaur" play structure with play mound Outdoor amphitheater "Nest" bike accessible ramp Children play wall with sand play Existing restroom Existing pavilion

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

Stepping stone path Bird's nest seat Existing birdge Wildflower Existing garden Children play structure with picnic tables Second parking lot with restroom Woodland arboretum Wooden bridge Rest stop with bench

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

Wetland landscape Wetland stop Canopy walk with treehouse Adventureland Grassland landscape Grassland gathering space with picnic tables Rest stop with nest structure Overlook with seating plaza Existing non-motor vehicle bridge Existing vehicular bridge

16

eC tur

n

tio

ec

n on

Fu

18 20

20

20

27

23

26

19

24 21

25

22

19

20 10 28

20

20

0 50 100 200

27

17

My concept is "a journey on the river of life".

Life is unique and dynamic. When people talk about their life, they prefer to describe that life is filled with joy, happiness, and memories.

People have different experiences, feellings, and thoughts about life. When they walk along the trail in the greenway, they will travel through beautiful scenery and find some places to image a journey of life through time.

Landscape Nodes

14

Amphitheater with children play area

Wooden terrace structure as a gathering space

Sp

15

ts

or

Nest seat with a play wall

ld

Fie

14

Children play structure

13 12

Arboretun

"Dinosaur" play structure with play mound

11

Stepping stone path

8 30 29

7

Adventureland with canopy walk

1

9

10 6

3

5

2

Overlook

4

Wetland rest stop

Nest structure for rest

Woodland main loop Canopy walk trail Natural trail Grassland trail Wetland trail

28

Detail Plan--Amphitheater with Children Play Area 0

10

20

40

C

15 7 1

B

14

16

15 2 5

C

6

3

A

14

7

B 8

9

14 10 13 12

Legend 1.

2.

3.

4.

5.

6.

7.

8.

29

Nest seat Sandpit Picnic tables "Nest" bike accessible ramp Outdoor stage Outdoor amphitheater Play walls "Dinosaur" play structure

A

4

9.

10.

11.

12.

13.

14.

15.

16.

Play mound with tunnel and slide Climbing structure Seesaw Chalkboard Wooden bridges Stone path Wildflower Stumps with Log balance beam

11

0

5

10

20

Section and Elevation A-A

To river

â&#x20AC;&#x153;Nestâ&#x20AC;?bike accessible ramp

Walkway

To amphitheater

Section and Elevation B-B

To play wall

Sandpit

Existing bridge

Stage

Lawn

Stone seats

Seating walls

To play mound

Section and Elevation C-C

To stone path

Walkway

Lawn

Play walls with bird's nest seats

Seating wall

Log balance beam

Natural slope

Existing Bridge

Natural slope

Amphitheater stone seats

To play mound

30

Detail Plan--Children Play Structure 5

10

20

C

B

0

8

A

4

2

1

2 1

8

7

3

B

4 5

C

A

2

Legend 1.

2.

3.

4.

31

Climbing structures Seating stones Sand play with stumps Play structure with slides

5.

6.

7.

8.

Log balance beam and stumps Seesaw Wooden bridge Gathering space with picnic tables

6

0

5

10

20

Section and Elevation A-A

To trail

Log swings

Stone seating wall

Sandpit with stump

Walkway

Wildflowers

To woodland

Section and Elevation B-B

To woodland

seesaw

Wooden Nature play area with stone Picnic tables bridge seating wall

Walkway

Wildflowers

To woodland

Section and Elevation C-C

To woodland

Nest seat and stone seat

Log balance beam

Play structure and tire swings

Wildflowers

Walkway

Stone seating wall

To woodland

32

Detail Plan--Grassland Gathering Space 0

10

20

30

A

B

1 6

2 1

5

B

Legend 1.

2.

3.

33

Wooden stepping structure Gathering space Gathering space with picnic tables

4.

5.

6.

Natural path Tall grass Wildflower

5

A

6

3

4

0

5

10

20

Section and Elevation A-A

To grassland

Wooden stepping structure

Walkway

Wooden terrace structure

Picnic tables

Path

Tall grass with wildflower

To woodland

Section and Elevation B-B

To woodland

Tall grass

Gathering space

Wooden stepping structure

Walkway

To grassland

34

Detail Plan--Overlook with Seating Plaza 5

10

20

C

B

0

1

3

A

5 2

B

4 8 7

9 10

C

A

6

Legend 1.

2.

3.

4.

5.

35

Stepping stones Brick path Picnic tables Stone seats Wildflower

6.

7.

8.

9.

10.

Wooden overlook Interpretive signage Flagstone entrance Gravel path Gravel gathering space with stone seats

0

5

10

20

Section and Elevation A-A

To river

Stone seating area with Vegetation a path

Wildflowers

Walkway

To adventureland and canopy walk

Section and Elevation B-B

To river

Stone picnic tables

Brick path

Vegetation

Stepping stones

Walkway

To adventureland and canopy walk

Section and Elevation C-C

To river

Overlook

Vegetation

Interpretive signage Stone pavement

Walkway

To adventureland and canopy walk

36

RESIDENTIAL PLANTING DESIGN Year: Spring 2015 Location: Starkville, MS Name: Ecological Planting Design Project

37

38

RESIDENTIAL SUSTAINABLE LAND MANAGEMENT Year: Fall 2015 Location: Starkville, MS

Mixture C/N ratio: R= Q1(C1 X (100-M1) + Q2(C2 X (100-M2) + Q3(C3 X (100-M3) + Q4(C4 X (100-M4)/ Q1(N1 X (100-M1) + Q2(N2 X (100-M2) + Q3(N3 X (100-M3) + Q4(N4 X (100-M4) R= 100 lbs(48.6 X (100-15) + 70 lbs(57.8 X (100-82) + 40 lbs(49.6 X (100-70) +60 lbs(0 X (100-100)/ 100 lbs(0.9 X (100-15) +70 lbs(3.4 X (100-82) + 40 lbs(3.1 X (100-70) +60 lbs(0 X (100-100) R= 34.8 3. Water Goal: Harvest or infiltrate 100% of stormwater that falls on impervious surfaces on the site.

Scenario For the property that you currently live in, evaluate resource use and guide long-term changes to the property. For the resources listed below, perform the required calculations to meet the stated land management goals.

Resources 1. Site The entire site area is 120 feet x 110 feet or 13,200 square feet.

For the permaculture design area, it is 2450 square feet which is 18% of total entire site area.

2. Nutrients Goal: Collect 100 lbs of dry leaf matter and recycle it into compost to be used on turf and shrub areas.

1) Describe the process and additional weights of materials needed to compost the dry leaf matter.

Process: In my composting project, I choose dry leaves (100 lbs), grass clippings (70 lbs), tree trimmings (40 lbs) and water (60 lbs) as compost. It is because grass clippings and tree trimmings can collect from local landscape companies which are not far away from the site.

Mixture moisture content M= (Q1 X M1 + Q2 X M2 + Q3 X M3 + Q4 X M4)/(Q1 + Q2 + Q3 +Q4) M= (100 lbs X 15% +70 lbs X 82% + 40 lbs X 70% + 60 lbs X 100%)/ 100 lbs +70 lbs + 40 lbs + 60 lbs =59.4

39

1) In this site, the residential roof area and three concrete sidewalks are the impervious surface which cannot infiltrate stormwater. Total concrete sidewalk area is approximately 465 square feet. Total residential roof area is (34 feet X 38 feet) + (38 feet X 40 feet) or 2812 square feet. Total impervious area contains concrete sidewalk area and residential roof area, and it is approximately 465 square feet + 2812 square feet = 3277 square feet.

The Percentage of Impervious Surface is: 3277 square feet / 13200 square feet = 24.83% < 30% Thus, this site does not require retrofitting stormwater.

2) Estimated the Amount of Water that Can Be Harvested from the Roof : 2812 square feet X 55.4 inches X 0.62 gallons/ sq ft/ inch= 96,586.58 gallons per year

For Starkville, average annual precipitation is 55.4 inches (the precipitation information were calculated for the period of time from 1980 to 2010).

3) Estimated the Amount of Total Irrigated Bed Area that Can Be Irrigated Using this Harvested Water: Site water budget: SWBgal = (ETo X Cwb X A)/ Cu = (1 inch X 1.03 X 2450 sq ft)/ 1.6043 = 1572.96 gallons per week 1572.96 gal per week X 52 weeks = 81,793.92 gallons per year

SWBgal = Site Water Budget (adjusted for desired units, we will use gallons) Eto = Reference Evapotranspiration (1 inch per year) Cwb = Water budget adjustment factor (expressed as a decimal, see formula below for calculation of value) Cwb= Ks/ IE= 0.65/ 0.63= 1.03 Ks = Species factor (equal turf and shrub= 0.65) IE = System efficiency, calculated as Uniformity*Management (the system efficiency is: the uniformity of my system is 70%, and the management efficiency is 90%, thus IE= 0.7 X 0.9= 0.63).

A = Total landscaped area of the site (2450 square feet) Cu = Conversion factor (1.6043 for gallons) Conversion Factor â&#x20AC;&#x201C; for gallons: 144 cubic inches per square foot (volume of water = 1 inch of rain x 12 inches x 12 inches = 144 cubic inches of water), 231 cubic inches of water per gallon, 231/144 = 1.604

4) Compared the amount of harvested water from the roof to the area proposed for my permaculture bed, the total amount of harvested water (96,586.58 gallons per year) is more than the amount of total irrigated bed area that can be irrigated using this harvested water (81,793.92 gallons per year). Thus, I prefer to use rain barrels to irrigate and store rainwater from the roof.

Permaculture Design

40

CONSTRUCTION DRAWINGS Year: Fall 2015 Location: Starkville, MS Name: N. Nash Green Street

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

CONSTRUCTION DRAWINGS for

City of Starkville

SHEET P

N. Nash Green Street

Ci

Starkville, Mississippi

SHEET

Limit of Work

DRAWING INDEX

PROJECT CLIENT

L00 COVER SHEET L01 EXISTING CONDITIONS AND DEMOLITION PLAN L02 LAYOUT PLAN BYPASS PLANTER A L03 SITE PLAN WITH GRADING L04 SECTIONS BYPASS PLANTER C L05 SITE PLAN WITH GRADING L06 SECTIONS FLOW-THROUGH PLANTER A L07 SITE PLAN WITH GRADING L08 SECTIONS FLOW-THROUGH PLANTER B L09 SITE PLAN WITH GRADING L10 SECTIONS FLOW-THROUGH PLANTER C L11 SITE PLAN WITH GRADING L12 SECTIONS FLOW-THROUGH PLANTER D L13 SITE PLAN WITH GRADING L14 SECTIONS L15 BYPASS PLANTER A & C PLANTING PLANS L16 FLOW-THROUGH PLANTER A PLANTING PLAN L17 FLOW-THROUGH PLANTER B PLANTING PLAN L18 FLOW-THROUGH PLANTER C PLANTING PLAN L19 FLOW-THROUGH PLANTER D PLANTING PLAN L20 PLANTING DETAILS L21 PROPOSED CURB & FOREBAY DETAILS L22 BOLLARD & INTERPRETIVE SIGNAGE DETAILS

CITY OF STARKVILLE

CONSULTANT'S NAME MOHAN ZANG

PROJECT LOCATION MAP

LIMIT OF WORK LINE

LIMIT OF WORK LINE

Center Line

X

Section Line

X LX

Line Dimensions X

Detail Call Outs

LX

Angular Dimension

R

Break Line

Radius Dimension

N.NAS

00.00

Text Dimension

Spot Elevation

Star

Plant guiding line

LEGEND KEY P.O.B. TBR STA TC TD TS BC BD L.P. P.P. T.P.

SITE MAP

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

41

Lands

GRAPHIC KEY

X

PROJECT INFORMATION

Mississ

M

Point of Beginning To Be Removed Station Top of Curb Top of Diverter Top of Sidewalk Bottom of Curb Bottom of Diverter Light Pole Power Pole Telephone Pole Man Hole Signs Fire Hydrant Drain

DATE:

W

Water Meter Concrete Drain Channel ExistingTree Tree To Be Removed Demolition

SHEET T

CO

DRIVEWAY

DRIVEWAY

DRIVEWAY

3+71.19

3+63.23

3+50

3+00

2+00

2+50

4+00

Sta

6" Redbud

6" Redbud

F.H. 8+50

8+00

7+50 7+51.84

7+00

6+19.13

DRIVEWAY

DRIVEWAY 8" Yaupon Holly

P.P.

N NASH STREET

N.NAS

8+30.62

DRIVEWAY

DRIVEWAY

10" Crepe Myrtle

EXISTING 4' SIDEWALK

T.P.

EXISTING 5' PLANTING STRIP 6" Redbud

W EXISTING

M

DRIVEWAY

2

2- 8" Yaupon Holly

8" Yaupon Holly

10" Crepe Myrtle

P.P.

5' PLANTING STRIP

EXISTING 4' SIDEWALK

6" Hibiscus

STAKING NOTES: 1. The Contractor shall stake the entire site, both as to location of all construction items as well as finish grades. This stake-outLAYOUT may be PLAN accurate or rough, depending on the Contractor's preference.

2. The purpose of the staking, with Inspection and adjustment by the Landscape Architect is to adapt the design to the site rather than allow the design to be forced upon the site. Staking is subject to various degrees of adaptation which can only be determined by the Landscape Architect. This variation is an aesthetic decision, the amount of trees, terrain, soil conditions, subsurface water and by other intangibles which are impractical to survey in absolute accuracy.

L02 of 22

PROPOSED FLOWTHROUGH PLANTER A

1 L07

3- 10" Crepe Myrtles

Lands

10" Crepe Myrtle

8" Golden 2- 10" Crepe Myrtles Raintree

6" Redbud

6" Redbud

L22

1 L11

1 L05

PROPOSED BYPASS PLANTER C

SURVEY NOTES: 1. This drawing is based on information as provided on survey performed by LA 4124.

2. Date of survey: August 20, 2015.

P.O.B. NOTE: The location of P.O.B. is the intersection of center line on the N Nash Street and extension line of gutter along the University Drive.

LEGEND

P.O.B. Point of Beginning

L.P.

Light Pole

P.P.

Power Pole

Sign

T.P.

Telephone Pole

Fire Hydrant

ExistingTree

M

PROPOSED FLOW-THROUGH PLANTER C

Proposed Interpretive Signage

Man Hole

Drain W

Limit of Work Line

Water Meter Concrete Drain Channel

PROPOSED INTERPRETIVE SIGNAGE

COLLEGE VIEW DRIVE

PROJECT NO: DATUM: EXISTING 4' SIDEWALK SURVEY: 8" 10" 2- 10" 2- 10" 10" Crepe HORIZ SCALE: 1"=30' Crepe Myrtles Yaupon DogCrepe Myrtles Myrtle VERT SCALE: Holly wood DESIGN: DRAWN: 1 CHECKED: L13 LIMIT OF WORK LINE APPROVED: PROPOSED 1 December,2015 DATE: SHEET TITLE

Mississ

NO.

DE

5+97.17 6+00

BY

5+50

DATE

F.H.

W

LIMIT OF WORK LINE

3- 10" Crepe Myrtles

8" Golden Raintree

8" Golden Raintree

DRIVEWAY

4+50

REVISIONS DESCRIPTION

SHEET

SHEET

P.P.

P.P.

W

DRIVEWAY 10" Crepe Myrtle

T.P.

F.H.

EXISTING 3' PLANTING STRIP

EXISTING 4' SIDEWALK

DRIVEWAY

PROPOSED BYPASS PLANTER A

DRIVEWAY

3- 6" Jap Magnolia

8+50

EXISTING 5' PLANTING STRIP

W

6" Redbud

DRIVEWAY

LIMIT OF WORK LINE

FLOWTHROUGH PLANTER D

1+50 T.P.

EXISTING 4' SIDEWALK

5+00

MATCHLINE A STA 4+50

Starkville, MS, 39759

P.P.

N NASH STREET

6+50

4+00

DRIVEWAY

1

L03

N.NASH GREEN STREET

W

T.P.

8" Hackberry

COCONUT'S SERVICE STATION

M

W

M

1+00

0+50

0+58.77

SHEET PREPARED BY: Base Line Center Line

10" Crepe Myrtle

8+30.62

WALKWAY

DRIVEWAY

DRIVE RSITY

UNIVE

0+08.51

EXISTING 4' SIDEWALK EXISTING 3' PLANTING STRIP

T.P.

NO.

S 0

Ci

10" Crepe Myrtle

2- 10" Crepe Myrtles

City of Starkville

6" Jap Magnolia

PROPOSED FLOW-THROUGH PLANTER B

LIMIT OF WORK LINE

15" Water Oak F.H.

1 L09

1 L13

PROPOSED FLOWTHROUGH PLANTER D

PROJEC DATUM: SURVEY HORIZ S VERT SC DESIGN: DRAWN: CHECKE APPROV DATE:

SHEET T

L

L0

Center Line

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

P.O.B. (0+00)

30

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

D TIVE

20

W

MATCHLINE A

d

10

Mississippi State University Dept. of Landscape Architecture Mohan Zang

Golden aintree

GH RA

0

SHEET PREPARED FOR:

L.P.

XISTING 3' PLANTING STRIP

SED

Scale 1"=30'

MATCHLINE A STA 4+50

PROPOSED FLOW-THROUGH PLANTER B

MATCHLINE A STA 4+50

1

L09

Layout Plan PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

42

Grading Plan PRODUCED BYEDUCATIONAL AN AUTODESKPRODUCT EDUCATIONAL PRODUCT PRODUCED BY AN AUTODESK

TO UNIVERSITY DRIVE

8" LEGEND

Fire Hydrant

Fire Hydrant ExistingTree TC TD

TC

Top of Curb

BC

BD Bottom of Curb BC

CL

Center Line

CL

Top of of Diverter Curb Top

TD

Bottom Curb BD Back of of Diverter

STA 3+89.90

" '-0 1'-6 3/8" 1'-3"

6"

EXISTING EXISTING PLANTING STRIPPLANTING STRIP (VARIES) (VARIES) REVISIONS DESCRIPTION

DATE

PROJECT NO: DATUM: SURVEY: HORIZ SCALE: 3/8''=1'-0'' VERT SCALE: DESIGN: DRAWN: CHECKED: APPROVED: 1 December,2015 DATE:

Center Line

Mississ

Lands

N.NAS

Sta

Starkville, MS, 39759

BY

NOTES: NOTES: and ofupon facility are based calculations upon engineering calculations 1. Area and depth 1. of Area facility aredepth based engineering Existing Signs and right-of-way constraints.

SHEET TITLE and right-of-way constraints.

2. Include beginning and stations for each planter.

2. Include beginning and ending stations forending each planter.

3. Endshall slopes planter shall be a minimum of 1:3.

3. End slopes of planter be of a minimum of 1:3.

ExistingTree FLOW-THROUGH PLANTER A distance ofcenterline the planteristo the centerline is not the real distance, 4. The distance of 4. theThe planter to the not the real distance, SITE PLAN WITH GRADING refer to L02 Layout Plan.

Top of Diverter refer to L02 Layout Plan.

5. The spacing of two bollards is 2'.

The spacing of two bollards is 2'.

Back of5.

Diverter

PRODUCED BYEDUCATIONAL AN AUTODESKPRODUCT EDUCATIONAL PRODUCT PRODUCED BY AN AUTODESK

43

1'-6 3/8" 1'-3"

L07 SCALE 3/8"=1'-0" SCALE 3/8"=1'-0"

PowerSigns Pole Existing

A L8

NO.

1 FLOW-THROUGH PLANTER - SITEGRADING PLAN WITH GRADING FLOW-THROUGH PLANTER A - SITE PLANAWITH

P.P. Power Pole

SHEET

Mississippi State University Dept. of Landscape Architecture Mohan Zang

R2

'-0

8" EXISTING GOLDEN RAINTREE 8" EXISTING GOLDEN RAINTREE

B

L8

B

L8

2- 10" EXISTING 2- 10" EXISTING CREPE MYRTLESCREPE MYRTLES

P.P.

Ci

88.29 1'-0" TC 88.29 1'-0" TC EXISTING 36" EXISTING 36" FLOW 3.35% SLOPE FLOW 3.35% SLOPE CONCRETE CURB CONCRETE CURB 87.69 87.69 AND GUTTER AND GUTTER TC 88.29 N.NASH GREEN STREET TC 88.29 6"

LEGEND

SHEET P

°

TC 89.01

0

City of Starkville

82

88

88

6"

3'-0"

L8

°

TD 88.77

45°

6"

07

45°

1

BC 87.7 4 TC 88.2A 8

BC 87.7 4 TC 88.2 8

8"

TD 88.88 BD 88.55 TC 89.20 TC 89.01 TC 89.05 TC 89.05 2'-10 1/2" 2'-10 1/2"

TD 88.88 BD 88.55 TC 89.20

STA 3+89.90

"

2'-0"

TC 89.12 TC 89.12 BC 88.62 BD 88.44 BC 88.62 BD 88.44 TD 88.77 FLOW 3.37% SLOPE FLOW 3.37% SLOPE

3

SHEET PREPARED BY:

82

3'-8 1/8"

8"

A L8

2

SHEET PREPARED FOR:

8"

STA 3+63.23

STA 3+63.23

8"

°

99

2

L21

1

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

A

B

2 FOREBAY BC 88 4"x12" .67 FOREBAY 4"x12" L21 TC 89.1 1

2'-0" L8

L8

B

L22

L8

LLARD

0" R2'-

0" R2'1 99° BOLLARD

0

NASH STREET (ASPHALT) NASH STREET (ASPHALT)

S

Scale 3/8"=1'-0"

26'-8"

26'-8"

BC 88.6 7 TC 89.1 1

TO 182

TO 182

R2

TO UNIVERSITY DRIVE

8"

CL BASELINE

SELINE

NO.

DES

PROJECT DATUM: SURVEY: HORIZ SC VERT SC DESIGN: DRAWN: CHECKE APPROV DATE:

SHEET T

FLO

SITE PL

L07 of 22 L0

Section Plan PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

2

L21

1

L21

FINISHED GRADE FOREBAY

TOP OF PROPOSED CURB AT END OF PLANTER

BOLLARD

PROPOSED CURB

PROPOSED CURB

EXISTING ASPHALT

1

S

L22

0

1

SHEET P

L21

C

EXISTING ASPHALT SHEET

Mississ

Lands

IMPERMEABLE LINER

IMPERMEABLE LINER

18" MINIMUM DEPTH STORMWATER FACILITY TOPSOIL 18" DEPTH 1 1/2"-3/4" OPEN GRADE AGGREGATE

3" DEPTH 3/4"-1/4" OPEN GRADE AGGREGATE EXISTING SUBGRADE

1

L08 1

FLOW-THROUGH PLANTER A - SECTION ELEVATION A-A

N.NAS

SCALE 3/8"=1'-0"

Sta

FINISHED GRADE

L21

PROPOSED CURB

PROPOSED DIVERTER

EXISTING ASPHALT

EXISTING PLANTING STRIP

NO.

DE

2% EXISTING 30" CONCRETE CURB AND GUTTER

IMPERMEABLE LINER

3" DEPTH 3/4"-1/4" OPEN GRADE AGGREGATE

18" MINIMUM DEPTH STORMWATER FACILITY TOPSOIL 18" DEPTH 1 1/2"-3/4" OPEN GRADE AGGREGATE

EXISTING SUBGRADE

FLOW-THROUGH PLANTER A - SECTION B-B SCALE 3/8"=1'-0"

NOTES: 1. Area and depth of facility are based upon engineering calculations and right-of-way constraints.

2. End slopes of planter shall be a minimum of 1:3.

SHEET T

FL

L0

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

2

L08

PROJEC DATUM: SURVEY HORIZ S VERT SC DESIGN: DRAWN: CHECKE APPROV DATE:

44

Planting Plan PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

0

1.5

3

NASH STREET (ASPHALT)

TO UNIVERSITY DRIVE

Scale 1/4"=1'-0"

FOREBAY

4.5

BOLLARD

SHEET PREPARED FOR:

1

L22

(12) HH

(5) IC

(7) VH

2

TO 182

L21

(4) LS

(3) LS

City of Starkville

SHEET PREPARED BY:

EXISTING 36" CONCRETE CURB AND GUTTER

EXISTING PLANTING STRIP (VARIES)

N.NASH GREEN STREET

EXISTING

Starkville, MS, 39759 SIDEWALK

REVISIONS

DESCRIPTION

DATE

BY

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Mississippi State University Dept. of Landscape Architecture Mohan Zang

SHEET TITLE

FLOW-THROUGH PLANTER C PLANTING PLAN

PF

(5) HH

1

EXISTING SIGN (4) LS

(3) VH

(4) IC

(11) HH

(4) HH

(3) LS

INTERPRETIVE SIGNAGE

2

L22

FOREBAY

2

L21

SCALE 1/4"=1'-0"

Symbol (Key)

Quantity

Size

Botanical Name

Common Name

Shrubs 9

3 GAL, container Ilex Crenata 'Soft Touch'

Soft Touch Compact Holly

Perennials HH

32

1 GAL, container Hemerocallis 'Happy Returns'

Happy Returns Daylily

LS

22

1 GAL, container Leucanthemum Superbum 'Snowcap' Snowcap Shasta Daisy

Groundcover PF

66

2 GAL, container Paspalum Floridanum

Florida Paspalum

VH

10

1 GAL

Hot Pink Verbena

Verbena Hybrida 'Enduro Hot Pink'

Notes

NOTES: 1. Verify plant counts and square footages: Quantities are provided as Owner information only. If quantities on plant list differ from graphic indications, then graphics shall prevail.

2. Set all plants plumb and straight; set at such level that normal or natural relationship between that plant and the ground surface will be established.

L18 of 22 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

45

(3) LS

FLOW-THROUGH PLANTER C PLANTING PLAN

FLOW-THROGH PLANTER C PLANT LIST

IC

PF

PF

8" EXISTING YAUPON EXISTING HOLLY POWER POLE

L18

PROJECT NO: DATUM: SURVEY: HORIZ SCALE: 1/4''=1'-0'' VERT SCALE: DESIGN: DRAWN: CHECKED: APPROVED: 1 December,2015 DATE:

(5) LS

Planting Detail PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT 1'-6"

SHEET

NOTES: 1. 1/8 of the rootball shall above the finish grade of the soil.

2. Thin branches and foliage as directed while retaining normal shape of tree. Never cut a ledder.

3. Place two stakes per tree.

4. Tree shall be plumb and straight; trees 8' and taller shall be staked as shown below.

5. All the tree stakes with hose to be uniform in color.

Attach Wire to Stake; Notch Stake to Receive Wire.

Encase Wire Around Trunk in Reinforced Rubber Hose; Secure All Ends of Wire byTwisting Around Stake

Width of B&B Container

Width of B&B Container

1-1/2" x 1-3/4"x 7" Treated Pine Stakes, 2 per Tree; Stakes to be Same Height, Driven Vertically; Stakes Outside of Root-ball, Refer to Plan for Stake Layout Diagram 12" Saucer, Use Topsoil, Cover with 2" Shredded Bark Mulch

C

SHEET

Mississ

Land

4" Shredded Bark Mulch, Level with Base of Main Stem Line Indicates 1/8 Rootball Above the Finish Grade of the Soil Supply Planting Mix, to Depth of Bottom of Tree; Add Bed Planting Mix to 1/3 Pinebark Grit, 2/3 Topsoil to 1/2 Depth, Soak with Water, Add Remaining Planting Mix of Topsoil, and Soak If Balled and Burlapped, Cut Rope Surrounding Bottom of Tree Trunk after Backfilling but Before Mulching. Remove Burlap from Top 1/3 of Root Ball of B&B Trees Existing Soil to Be Loosened 12-14" Below & Around Base of Plant

1

N.NA

TREE PLANTING DETAIL

St

L20 NO SCALE

NO.

DE

Line Indicates Plant Container

2

Width of B&B Container

SHRUB PLANTING DETAIL

L20 NO SCALE

Line Indicates 1/8 Rootball Above the Finish Grade of the Soil 12" Saucer, Use Topsoil, Cover with 2" Shredded Bark Mulch 4" Shredded Bark Mulch in Bypass Planters, Or 3" Pea Gravel in Flow-through Planters, Level with Base of Main Stem Supply Planting Mix, to Depth of Bottom of Shrub: Add Planting Mix to 1/2 Depth, Soak with Water, Add Remaining Planting Mix, and Soak. Bed Mix to 1/3 Pinebark Grit, 2/3 Topsoil If Balled and Burlapped, Cut Rope Surrounding Bottom of Tree Trunk after Backfilling but Before Mulching. Remove Burlap from Top 1/3 of Rootball of B&B Trees Existing Soil to Be Loosened 12-14" Below& Around Base of Plant

4" Shredded Bark Mulch Top of Root Ball at Finish Grade Supply 6" Planting Mix of 1/3 Pinebark Grit, 2/3 Topsoil Existing Soil to Be Loosened with Tiller

3

GROUNDCOVER PLANTING DETAIL

L20 NO SCALE

PROJEC DATUM: SURVEY HORIZ S VERT SC DESIGN DRAWN CHECKE APPROV DATE: SHEET

PL

L2

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Width of B&B Container

46

Detail Plan PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT 3,000 PSI CONCRETE 6"

EXISTING ASPHALT

S

NOTES: 1. Area and depth of facility are based upon engineering calculations and right-of-way constraints.

2. Refer to planter plans for forebay locations.

0

SHEET

C

6"

1'-0"

6"

3"

FINISHED GRADE

LEGEND o.c. of center

18" PLANTING SOIL

SHEET

4"

Mississ

1'-0"

Land

IMPERMEABLE LINER 9"

EXISTING SUBGRADE 1'-0" TYP.

PROPOSED CURB SECTION 1

PROPOSED CURB DETAIL SCALE 1"=1'-0"

4"-2" BALLAST AGGREGATE BUNG STAKE HOLE

1/2"

1'-0"

BORDER GUARD WOOD EDGING 4"x12", 1/2" ABOVE FINISHED GRADE

BUNG STAKE HOLE 5'-6 1/8"

L21

N.NAS

Sta

BORDER GUARD WOOD EDGING

FINISHED GRADE

NO.

DE

4" MIN 18" MINIMUM DEPTH STORMWATER FACILITY TOPSOIL

4"-2" BALLAST AGGREGATE

3/16"x24" STEEL STAKE SPACED 12 O.C. 3/4"-1/4" OPEN GRADE AGGREGATE

FOREBAY SECTION 2

L21

1 1/2"-3/4" OPEN GRADE AGGREGATE

SHEET T

FOREBAY PLAN

FOREBAY DETAIL

PR

L2

SCALE 1"=1'-0" PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

47

PROJEC DATUM: SURVEY HORIZ S VERT SC DESIGN: DRAWN: CHECKE APPROV DATE:

Detail Plan PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT C

L22

S

40" A

B

B

L22

L22

L22

NOTES: 1. Area and depth of facility are based upon engineering calculations and right-of-way constraints.

2. Refer to planter plans for bollard locations.

2. Refer to planter plans for interpretive signage location.

30"

A L22

0

SHEET

C

C

L22

SHEET

Mississ

SIGNAGE PLAN

5"

120°

2" WIDE WITH REFLECTIVE TAPE

PAINT POST, YELLOW

FINISHED GRADE

2" WIDE REFLECTIVE TAPE

Sta

FINISHED GRADE 18" MINIMUM DEPTH STORMWATER FACILITY TOPSOIL

NO.

2500 PSI CONCRETE MINIMUM

2500 PSI CONCRETE MINIMUM

1 1/2"-3/4" OPEN GRADE AGGREGATE

1 1/2"-3/4" OPEN GRADE AGGREGATE 1'-0"

6"

EXISTING SUBGRADE

DE

3/4"-1/4" OPEN GRADE AGGREGATE

3'-6"

3/4"-1/4" OPEN GRADE AGGREGATE

3'-6"

N.NAS

4" DIAM STEEL PIPE

6'-5"

6'-5"

FINISHED GRADE

1'-0"

40"x30" BOARD FRAMES ATTACH TO YOUR POST WITH PROVIDED THROUGH BOLT

3"

4" DIAM STEEL PIPE

18" MINIMUM DEPTH STORMWATER FACILITY TOPSOIL

6"

13

8 1/2"

2'-9"

3" 3"

3'-0"

2"

FRAMES ATTACH TO YOUR POST WITH PROVIDED THROUGH BOLT 2" WIDE REFLECTIVE TAPE

REMOVABLE RAIL

3/4"

5"

FILL POST WITH CONCRETE TOP ROUNDED

Land

/4"

BOLLARD PLAN

EXISTING SUBGRADE

PROJEC DATUM: SURVEY HORIZ S VERT SC DESIGN DRAWN CHECKE APPROV DATE: SHEET

BOLLARD SECTION A-A

SIGNAGE ELEVATION B-B

SIGNAGE SECTION C-C

& INTE

BOLLARD DETAIL SCALE 1/2"=1'-0"

2

L22

INTERPRETIVE SIGNAGE DETAIL SCALE 1/2"=1'-0"

L2

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

1

L22

48

HAND GRAPHICS Year: 2011-2015

Ink Pen & watercolor | 2011 Shenyang, China

Ink Pen & watercolor | 2011 Shenyang, China

Ink Pen & watercolor | 2011 Shenyang, China

49

Ink Pen | 2016 Starkville, MS

Ink Pen & Marker | 2016 Starkville, MS

Ink Pen | 2016 Starkville, MS

Ink Pen | 2015 Starkville, MS

Ink Pen | 2016 Starkville, MS

Ink Pen & watercolor | 2011 Shenyang, China

50

Color Pencil & Ink Pen & Marker | 2014 Starkville, MS

Color Pencil & Ink Pen & Marker | 2014 Starkville, MS

51

MOHAN ZANG (662)889-7437 mohanzang@gmail.com