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TABLE OF CONTENTSSTUDENT WORKS 0-13

CONFLUENCE PARK

Frankilinton park

professional WORKS

The city of Newark street design standards

Louisville riverfront park

RICH/TOWN STREETS CORRIDOR

RENDERINGS AND REPRESENTATIONS

14-29

30-45

6-9

10-13

14-19

20-23

24-29

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STUDENT WORKSTHE OHIO STATE UNIVERSITY_COLuMBUS OHIO

01

COLU

MBUS

, OHI

O S

TUDE

NT W

ORK_

AUTU

MN 2

014

CONF

LUEN

CE RIVE

R PA

RK

02

The confluence river park project is a mixed use park that incorporates a series of storm water systems, pools, wetlands, and aquaculture. In this project water being the catalyst to connect each system. The site is made of staged in a progression of water states, the first being the mist garden (figure 1 pg.4), the second the entrance and wetlands (figure 2 pg. 4), third is the pool deck (figure 3-4 pg. 4-5), fourth is the lower wetland (Figure 5 pg. 4), and finally the Aquaculture farms. The Confluence river park is to become a node within the Columbus recs and park system and is to become a focal point of the city of Columbus.

03

pARKING

SCIOTO RIVER

OLENTANGY RIVER

POOL DECK

WETLAND

POOL HOUSE

ISLAND HaBITAT

04

1 2 3

WATER MOVEMENT DIAGRAM

HABITAT TYPES HABITAT PATHS

EDGE CONDITIONS

COLLECT WATER

COLLECT WATERCOLLECT WATER

FILTER WATER

REUSE FILTER WATERRECYCLE WATER

FLUSH CLEANSED WATER

DEEP RUN RIFFLE SHALLOW RUN EDGE

05

COLLECT WATER

4 5 6

1

34

5

6

2

MARSH UPLAND EDGE WETLAND MOUND

COLU

MBUS

, OHI

O S

TUDE

NT W

ORK_

SPRI

NG 2

012

FRAN

KLIN

TON

RIVE

RFRO

NT PA

RK

06

In this project I attempted to weave a large variety of program together on a single site by strategically folding the ground plane in order to allow disparate program elements to slip past one another in tight spaces. Storm water swales and seasonal wetlands are interlaced with public walkways, parking, flexible public space and architectural program in order to create an active and ecologically dynamic site. This project was proposed in a way to accommodate an educational campus along with housing and a variety of other program for the Franklinton neighborhood in Columbus, Ohio.

FFE = 713.5

FFE = 713.5

FFE = 713.5

FFE = 713.5FFE = 713.5

SCALE: 1” = 50’

N

07

PROJECT PLAN CUT CHANNEL CONDITIONS

SYSTEMS DIAGRAMS

AVERAGE RAINFALL WATER CHANNEL CONDITIONS

WINTER CHANNEL CONDITIONS

FLOOD CHANNEL CONDITIONS

STRUCTURES

MOUNDS

VEHICULAR CIRCULATION

VEGETATION

AUDITORIUM BUILDING PLAZA PICKUP RICH STREET PARKING

1” = 40’

08

SECTION A

SECTION B

AUDITORIUM

AMPHITHEATER

PLAZA PICK UP RICH STREET PARKING

MOUND PLAZAPROMENADE PICK UP

MOUND AND AMPHITHEATER RENDERING

09

AERIAL RENDERING

CHANNEL AND PARK RENDERING

10

11

PROFESSIONAL WORKSMKSK STUDIOS_COLuMBUS OHIO

NEWA

RK

NEWA

RK, O

HIO_

MKSK

DESI

GN S

TAND

ARDS

12

The street design standards are based on the application of the two general groups of streets and the eight sidewalk types. Each street design standard is designed to fit the existing right-of-way width as well as the existing curb locations. This approach allows for either phased implementation of the standards over time or a wholesale street reconstruction project. In either implementation scenario, the standards aim to create consistent, feasible and aesthetically appropriate streets which improve the overall resident and user experience of Downtown Newark.

goalsDefine a consistent and attractive aesthetic of streets to enhance the quality of the Downtown public realm.

Delineate the hierarchy of street types more effectively to facilitate better vehicular and pedestrian circulation.

Provide amenities and atmosphere which support future success of local businesses.

Provide framework for accessibility, drainage and other functional necessities.

3

4

2

1

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RESIDENTIAL STREETS

COURTHOUSE SQUARE

MAIN STREET BOULEVARD

SPECIALTY STREETS

URBAN STREETS

NEIGHBORHOOD COLLECTORS

14

RESI

DENT

IAL S

TREE

TSCO

URTH

OUSE

SQU

ARE S

TREE

TS

SPEC

IALT

Y ST

REET

SMA

IN S

TREE

T Bou

leva

rd

PARALLEL PARKING

TRAVEL LANE

9’

SIDEWALK

13’SIDEWALK

13’

PARALLEL PARKING

SIDEWALK

+/-13’

TRAVEL

LANE

11’ - 13’

SIDEWALK

+/-13’

TRAVEL

LANE

11’ - 13’

SIDEWALK+/-20’

TRAVEL

LANE

11’ - 13’

ANGLED PARKING

18’

TRAVEL

LANE

11’ - 13’

ANGLED PARKING

18’

TRAVEL

LANE

11’ - 13’

ANGLED PARKING

18’

TRAVEL

LANE11’ - 13’

ANGLED PARKING

18’

SIDEWALK+/-20’

ANGLED PARKING

18’

ANGLED PARKING

18’

TRAVELLANE

10’

MEDIAN18’

MEDIAN18’

TRAVELLANE

10’

TRAVELLANE

10’

TRAVELLANE

10’

TRAVELLANE10’

TRAVELLANE

10’

ANGLE PARKING

18’

ANGLE PARKING

18’

SIDEWALK

+/-18’

SIDEWALK

+/-18’

SIDEWALK

+/-18’

SIDEWALK

+/-18’

TRAVEL LANE10’

ANGLED PARKING

18’BRICK PLAZA WITH POTENTIAL

PAVILION STRUCTURE

TRAVEL LANE10’

ANGLED PARKING

18’

SIDEWALK

SIDEWALK

15

URBA

N ST

REET

S

NEIG

HBOR

HOOD

COL

LECT

OR S

TREE

TS

PARALLEL PARKING

PARALLEL PARKING

PARALLEL PARKING

SIDEWALK+/-15’

TRAVEL LANE 10’

TRAVEL LANE 10’

SIDEWALK

+/-15’TRAVEL LANE

10’PARALLEL PARKING

SIDEWALK

+/-19’ANGLE PARKING

18’SIDEWALK

+/-19’TRAVEL

LANE

13’

TRAVELLANE

13’

ANGLE PARKING18’

SIDEWALK+/-19’

SIDEWALK+/-19’

TRAVEL

LANE

11’

TRAVELLANE

11’

TURN LANE

12’

BIKELANE

6’

BIKELANE

6’

PARALLEL PARKING

PARALLEL PARKING

SIDEWALK+/-13’

SIDEWALK+/-13’

TRAVEL LANE

TRAVEL LANE

PARALLEL PARKING

SIDEWALK+/-15’

TRAVEL LANE 10’

TRAVEL LANE 10’

PARALLEL PARKING

SIDEWALK+/-15’

PARALLEL PARKING

SIDEWALK+/-18’

TRAVEL LANE 10’

TRAVEL LANE 10’

PARALLEL PARKING

SIDEWALK+/-18’

PARALLEL PARKING

SIDEWALK+/-15’

TRAVEL LANE 10’

TRAVEL LANE 10’

PARALLEL PARKING

SIDEWALK

+/-15’

LOUI

SVILL

E RI

VERF

RONT

LO

UISV

ILLE,

KENT

UCKY

_MKS

K

16

Within the core of downtown, there are numerous attractions adjacent to and on the riverfront. These include sports venues, numerous museums and cultural facilities which are predominantly located towards main street. As the city and the waterfront development corporations look to develop the waterfront park phase iv and reconnect river road to east portland, there is a need to improve the overall functionality and design of public space, roadway systems and the riverwalk and Louisville loop connections. The ultimate goal is a downtown riverwalk that is integrated into the urban fabric of downtown and merges seamlessly with the high quality design and maintenance provided by the existing waterfront park. Visitors, residents and office workers alike should be able to access the riverwalk along any point in the downtown and feel like they have arrived at waterfront park.

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PHASE 1 PHASE 2

PHASE 3

PHASE 6PHASE 5

PHASE 4

18

Promenade - make a stronger connection to the river walk and existing riverfront park.

Shelter and Ferry - Create a true public gathering place that celebrates the belle of Louisville and better serve the riverfront visitors.

Belvedere - remove the portion of the belvedere above i-64 to enhance access to the riverfront. the removal allows for an increased greenspace along the riverwalk and decreases existing vertical clutter.

Riverwalk - removal of belvedere pylons allows for increased space to be used for the riverwalk. the increased width will allow for connection and usability.

West Park - westpark will act as the missing bookend for the Louisville riverfront.

Objectives

promenade

UPPER BELVEDERE

19

SHELTER AND FERRY

DAYLIGHTED BIKE PATH

LOWER BELVEDERE

WEST PARK

MASTERPLAN

RICH

/TOW

N ST

REET

GATE

WAY

COLU

MBUS

, OHI

O_MK

SK

20

The Rich and Town Street Gateway will act as a gateway to the historic area of Franklinton. The project was a collaboration between local artists, MKSK, and the Columbus arts department. The gateway will consists of vertical art pieces, improved walk ability and streetscapes improvements.

Rich Street - rich streets art pieces pulls from the cultural history of Franklinton by referencing 18th century lace within it monolithic arches.

Town Street - Town street’s art pieces reference the geologic and ecologic features of Franklinton by mimicking the local Scioto river through its “tendrils” which are made up the cut outs of the native trees leaves.

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RICH STREET TOWN STREETEXISTING EXISTING

RICH STREET TOWN STREETPROPOSED PROPOSED

TOW

N ST

.

22

TOWN STREET GATEWAY TYPICAL STREET SECTION0' 2' 4' 8'

TENDRIL FOOTER; SEE DETAIL A/72, A/73

SOUTH SIDE OF TOWN STREET

NORTH SIDE OF TOWN STREET

GA

TEW

AY

DET

AIL

STO

WN

STR

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ND

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RIG

HT

OF

WA

YRIG

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F WA

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TENDRIL UPLIGHT

OVERHEAD COMMUNICATION LINEUNDER BRIDGE TO POLE

EXISTING TOWN STREET ROADWAY

8" D BLENDED PLANTING SOIL

UTILITY POLE

5' POLE OFFSET

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1 2 3 4

5 6 7 8

0' 2' 4' 8'

TYPICAL TENDRIL SECTIONA

8' x 5' x 3' REINFORCED CONCRETE FOOTER;SEE A/THIS SHEET

1" GALV. STEEL PLATE SIDES OF TENDRIL

1/2" THICK GALV. STEEL WEB WITH DECORATIVEINFILL PATTERN

1-1/2" NON SHRINK GROUT

PL 24"X24"X1" GALV. STEEL PLATE BASE

UPLIGHT

(10) #6 BAR HORIZ. T&B

(6) #6 BAR HORIZ. T&B1" DIA. THREADED GALV. STEEL WITH NUT

STR

EETS

CA

PE D

ETA

ILS

0' 4' 8' 16'

TENDRIL ELEVATIONS 1-8E

1" THREADED GALV. STEEL ROD W/ GALV. ANCHOR NUT

TENDRIL ATTACHMENTB

B79

(3) #4 TIES; 2" VERT. CLEARANCE BETWEENELECTRICAL CONDUIT, SEE A/81

UPLIGHT, SEE A/83

ISOLATION JOINT

PL 12" GALVANIZED

PERFORATED STEEL

PL 1" GALVANIZEDSIDE STEEL PANEL

SPLICE LOCATION

PL 1" STIFFENER; SEEDETAIL C/79

PL 1" STIFFENER, TYP.SEE DETAIL C/ 79

C

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1 2 3 4

5 6 7 8

0' 2' 4' 8'

TYPICAL TENDRIL SECTIONA

8' x 5' x 3' REINFORCED CONCRETE FOOTER;SEE A/THIS SHEET

1" GALV. STEEL PLATE SIDES OF TENDRIL

1/2" THICK GALV. STEEL WEB WITH DECORATIVEINFILL PATTERN

1-1/2" NON SHRINK GROUT

PL 24"X24"X1" GALV. STEEL PLATE BASE

UPLIGHT

(10) #6 BAR HORIZ. T&B

(6) #6 BAR HORIZ. T&B1" DIA. THREADED GALV. STEEL WITH NUT

STR

EETS

CA

PE D

ETA

ILS

0' 4' 8' 16'

TENDRIL ELEVATIONS 1-8E

1" THREADED GALV. STEEL ROD W/ GALV. ANCHOR NUT

TENDRIL ATTACHMENTB

B79

(3) #4 TIES; 2" VERT. CLEARANCE BETWEENELECTRICAL CONDUIT, SEE A/81

UPLIGHT, SEE A/83

ISOLATION JOINT

PL 12" GALVANIZED

PERFORATED STEEL

PL 1" GALVANIZEDSIDE STEEL PANEL

SPLICE LOCATION

PL 1" STIFFENER; SEEDETAIL C/79

PL 1" STIFFENER, TYP.SEE DETAIL C/ 79

C

D

C79

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ARCH PLAN

1'-2

"

2"

4" 8" 2"

2"

PERIMETER OF REINFORCED CONC.FOOTING; SEE 1/73

ARCH STATIONARY DOORS;SEE DETAL B THIS SHEET

HSS 6"x 6"x 58"

PL 1"x 14"x 14" WEATHERINGSTEEL BASE PLATE

1" DIA. THREADED BOLTWITH NUT

3/8 " WEATHERING STEEL PANEL,NON-PERFORATED

LIGHT FIXTURE; SEE SHEET 83

ARCH STATIONARY DOORS;SEE DETAIL B THIS SHEET

PERIMIETER OF REINFORCEDCONC. FOOTING; SEE A/73

38" WEATHERING STEELPERFORATED PANEL SEE E/77 &F/77 FOR PATTERNING SPECIFICS

38" THICK WEATHERING STEEL PANELWITH STANDARD PERFORATION(3/*" HOLES ON 12" CENTERS)

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ARCH STATIONARY DOOR PANEL

4'-0"

18'-7

1 2"

R4'-0"

38" WEATHERINGPERFORATED STEELPANEL, SEE DETAILF/75 FOR PATTERNINGSPECIFICS

L2"x 2"x 14"

WEATHERING STEEL

C

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ARCH PANEL

38" WEATHERING PERFORATED

STEEL PANEL; SEE E/77FOR PATTERNING SPECIFICS

4'-0

"

4'-0"

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RENDERINGS AND REPRESENTATIONS

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04

SKET

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P_LU

MION

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TOSH

OPMI

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USE C

AMPU

S_MK

SK

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0529

SKET

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P_PO

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SITY

CAM

PUS_

MKSK

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SKET

CH U

P_PO

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_PHO

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OPME

DICA

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PUS_

MKSK

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SKET

CH U

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LAZA

_MKS

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35

SKET

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AMPU

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AUTO

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NA D

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KSK

40

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