San Patricio Place - studio crosson

SAN PATRICIO PLACE PIMA WATER URBANISM

MC CORMICKS TRAILER PARK RETRO FIT

2 019 STRATEGY STRATEGY &PROPOSAL &PROPOSAL

CREATORS

Professor: [ Courtney Crosson ]

Principal Hydrologist: [ Jacob Prietto ]

Student Creators: [ Xiaoang Li ] + [ Tianzhi Sun]

PROJECT STATEMENT

This Park is designed to mitigate flood issues and provide public green space for the community. Ceremony space, safe walkable spaces are provided for the surrounding neighborhood. By changing the impervious surface to the biofiltration basin and pervious walkways, this park is able to minimize runoff.

UNIQUE GOALS Reduce Flooding, Mitigating Water

Create Public Green Space

The design contains basins for the collection and storage of rainwater.

Redirecting rainwater and street runoff into infiltration and storm drain.

Provided a public green space for the Flowing Wells community n e i g h b o r h o o d . Th e c o m m u n i t y participates in the design decision in terms of programming.

W WE TMO RE RD WH ADL EY S T 8

ft

6

12

1 0

0

ft

N A S

R T A P

I

O I C

P

E C A L

NETWORK DIAGRAM

public accessible green space

non-accessible green space

before

public accessible green space

non-accessible green space

after

The deficiency of public accessible green space of Flowing Wells community was the issue the project focused.

San Patricio Place

PROJECT LOCATION

Flowing Wells District Park Curtis Park

CURRENT CITY PARKS

FLOWING WELLS AREA NEEDS PARKS Willam Parker Park Centennial Elementary School

NON-ACCESSIBLE PARKS

Site Context

Water Flow and Current Condition

THE A. PROBLEM

A.

W GARNETTE ST

2-162_15

2-162_15 W SIGLO PL

W SIGLO PL

B. B.

W GARNETTE ST

south gate

2-163_2

C. west gate

W LIMBERLOST DR

C.

N TUTTLE AV

W LIMBERLOST DR

inside view

W HADLEY ST

N TUTTLE AV

C

B

C B

A

N SAN PATRICIO PL

A

N SAN PATRICIO PL

existing building

2-160_53

2-160_53

N NIDIT

W GARNETTE ST

E.

W GARNETTE ST

E.

2-161_40

north gate

2-161_40

D. D.

W SCHAFER DR

2-152_111

W LA OSA DR

N EL BURRITO AV

N LAKE DR

W LA OSA DR

W HADLEY ST

2-163_26

W SCHAFER DR

N SAN PATRICIO PL

E D STORM DRAIN

N IDAHO LN

Legend Cross Section (ID_cfs)

Maximum Depth (ft)

W PROSPECT LN

< 0.2 0.2 - 0.5 0.5 - 1.0 1.0 - 2.0 2.0 - 3.0

N

W HADLEY ST

W WETMORE RD

<VALUE>

N NIDITO PL

3.0 +

1 s t Ave / N a va j o R d WATER DIAGRAM Ou t Flow ( 10 Ye a r Eve n t): St orage :

RAINWATER

RAINWATER

LACK OF VEGETATION

The vegetation of current site is in deficit

LOW POINT IMPERVIOUS SURFACE

HIGH POINT

WATE R

CISTERN

Covered by impervious surface not able to stop or slow down water

RAIN

STORMWATER GRAYWATER

ROAD

Runoff water might lead to mijor roads causing traffic problems

Sa n Pa t r i c i o P l a c e

Out Fl ow ( 10 Ye a r Eve n t) : Storag e :

RAINWATER

RAINWATER

BASIN

STORM DRAIN

COMMUNITY VOTE

green infrastructure

library

road repair

outdoor space

1st

2 nd

What does flowing wells most need? please check TOP 3

green infrastructure affordable housing public library outdoor social space other: Any other suggestions for this site?

*30

dog park

affordable house

picnic area

parking

3 rd

Flowing Wells Community Meeting

Watershed Management Group Trevor Hare

Activity 2

COMMUNITY COMMENTS Talk to Trevor Hare from Watershed Management Group 1. Basin location is important on this site based on the inflow from the west side.

2. Take consideration of the water on Wetmore street, to release the stress on the road.

3. There is a privately owned, empty site nearby which could be considered as a potential site for affordable housing.

4. There is a paved parking lot nearby the site, which leads to a large amount of water to the site.

5. The density of vegetation is important in terms of safety issues. Denser the vegetation, more chance, homeless and drug abuser will take place.

2

5

4

1

3

N

CONCEPT DIAGRAM

1. When site formed by wash naturally.

2. Site is influenced from community from westside. Eastside basin creates for 10 years event.

3. Site is also infl community from side basin create event.

fluenced from eastside. Westes for 5 years

N 4. According to circulation path and stormwater mitigation purpose to creates 3 deep basin for 15 years event.

5. To provide extra program for high option.

Landscape

KIT OF PARTS

1

Landscape mound intergrated with concrete seatting.

Amenity

Event space for wedding or c During 25-yr flood could also mance as basin.

Building Typolo

2

Rised garden bed.

1

3

Sink in garden bed with pedestrian walkway.

2

Shading canopy, steal stru steal pillars.

Accommodate for 10-15 p

Shading canopy, steal stru inserted with perforated m Accommodate for 35-50 p

concert, etc. o perfor-

Pathway

1

Curb cut, On-Line/Through-Flow Stormwater will direct flow through multiple bioretention cells along a corridor.

1

Deep basin, aiming to mitigate 20-yrs flood.

2

Permeable walkway.

2

Shallow basin, aiming to mitigate 5-yrs flood.

3

Impermeable walkway.

3

Stepped basin, aiming to restore habitate and mitigate 10-yrs flood.

ogy

ucture with

Basin

people.

ucture matel panel. people.

Event space wedding or concert, Event space for for wedding or concert, etc.etc.

During 25-yr flood could perforDuring 25-yr flood could alsoalso performance as basin. mance as basin.

MASTER PLAN 1

Landscape mound intergrated Landscape mound intergrated withwith concrete seatting. concrete seatting.

1

1

Building Typology Building Typology

a.

3

Rised garden Rised garden bed.bed.

2

N

2

Amenity a. in garden pedestrian SinkSink in garden bedbed withwith pedestrian Landscape walkway. walkway.

3

Event space for wedding or concert, etc.

During 25-yr flood could also perfor1 mance as basin.mound intergrated with Landscape concrete seatting.

Building Typology

c.

b.

1

b.

b.

2

1 Shading canopy, steal structure with Shading canopy, steal structure with steal pillars. steal pillars.

Accommodate 10-15 people.

Accommodate for for 10-15 people.

Shading canopy, steal structure Shading canopy, steal structure Pathway 2 inserted with perforated matel panel. inserted with perforated matel panel.

Amenity Accommodate 35-50 people.

Accommodate for for 35-50 people.

1 Curb cut, On-Line/Through-Flow Event space for wedding or concert, etc.

Stormwater will direct During 25-yr flood couldflow also through performultiple bioretention cells along a mance as basin. corridor.

Building Typology

1 Curb cut, On-Line Curb cut, On-Line/T Stormwater Landsc Stormwater willwill dired multiple bioreten multiple bioretention corridor. corridor.

d.

1 2

Landscape mound 2 Permeable walkw Permeable walkway concrete seatting.

Basi c.32 Impermeable gardenwalkw bed.

3Rised Impermeable wa

Pathw

d.1 Deep basin, aiming 31

flood.

Curb On-Line/ Sink incut, garden bed Stormwater will dire walkway. multiple bioretention corridor.

cape

Amenity

wedding or concert, etc. od could also perforcape

1

ng Typology

d intergrated with

intergrated with nity

opy, steal structure with

Deep basin, aiming to mitigate 20-yrs Pathway flood.

e.

1

Curb cut, On-Line/Through-Flow Basincells along a multiple bioretention Stormwater will direct flow through 2 Shallow basin, aiming to mitigate 5-yrs corridor. multiple bioretention cells along a flood.

Basin corridor.

1

e. 11 Shading steal structure with Curb cut,canopy, On-Line/Through-Flow steal pillars. will direct flow through Stormwater Shading canopy, steal structure with Accommodate for 10-15 multiple bioretention cellspeople. along a 3 pillars. steal walkway.

1 Impermeable Curb cut, On-Line/Through-Flow corridor.

Accommodate forwill 10-15 people.

Stormwater direct flow through multiple bioretention cells along a corridor.

1

ng Typology

2 2

f.

2

Shading canopy, steal structure inserted with perforated matel panel.

Permeable walkway.

Shading canopy, steal structure Accommodate for 35-50 people. inserted with perforated matel panel.

Accommodate for 35-50 people.

2 Permeable walkway.

Curb cut, On-Line/Through-Flow

g. Stormwater will direct flow through

Building Typology Pathway Building Typology

in steal structure opy, wedding or concert, etc. perforated matel panel. od could also perfore for 35-50 people.

Typology

e for 10-15 people.

1

h.

Event space for wedding or concert, etc.

During 25-yr flood could also perforEvent space for wedding or concert, etc. mance as basin.

Pathway During 25-yr flood could also performance2 asPermeable basin. walkway.

e for 10-15 people.

dtowith pedestrian mitigate 20-yrs steal structure with d with pedestrian 10-15 people. opy, steal structure with

CurbAmenity cut, On-Line/Through-Flow Stormwater will direct flow through multiple bioretention cells along a corridor.

f.

menity

ding or concert, etc. . ould also perfor-

Pathway

21 2

3 2 3

Permeable Deep basin,walkway. aiming to mitigate 20-yrs flood.

Permeable walkway. g. 31 Deep Stepped basin, aiming to restore20-yrs basin, aiming to mitigate habitate and mitigate 10-yrs flood. flood.

Impermeable walkway.

Shallow basin, aiming to mitigate 5-yrs flood.

Impermeable walkway.

h.

2

Shallow basin, aiming to mitigate 5-yrs flood.

1 1

2 2

3 3

SYSTEM DIAGRAM ST

48

PERVIOUS PARKING

ROOF DETAIL

N

ER AcTfs W 93 1

R

O UN

OR cfs

M

M

RAIN

DR

AI

N STORM DRAIN

48

cfs

48

cfs

BASIN CONNECTION

EXPERIENCE DIAGRAM

A

B 6 am - 8 am

8 am - 10 am

10 am - 12 pm

WEEKENDS Walking Dog

Farmerâ&#x20AC;&#x2122;s Market

Event

WEEKDAYS Walking Dog

Exercise

Working

Dating

D

C

A

B

C

D 12 pm - 2 pm

BBQ

Family Activity

Walking Dog

2 pm - 4 pm

Event

Dating

4 pm - 6 pm

BBQ

Working

Exercise

Concert

6 pm - 8 pm

Walking Dog

Family Activity Walking Dog

ARCHITECTURAL DEVELOPMENT

6”H x 1.5”W metal sheet Welding 6”H x 1.5”W metal sheet 10”H x 6”W metal tube 4”D metal tube

A A

B

95 ft

23 ft 16 ft B

3 ft

Welding Perforated metal sheet

6”H x 1.5”W metal sheet 10”H x 6”W metal tube 4”D metal tube

C

C

D D 247 ft

33 ft 9 ft

13 ft

PATHWAY

GARDEN

SHADING CANOPY

SOUTH ENTRANCE

CALCULATION

80%

Storage Vol (ac-ft): 0.7

Qout (cfs): 90

RAIN

RAIN

Qin (cfs): 112

Inflow Vol (ac-ft): 8.5

25 Yr Event

CALCUATION

BUDGET PROJECT TITLE: ADDRESS: WARD:

SAN PATRICIO PLACE 4399-4201 N San Patricio Pl FOLLOWING WELLS

ITEM LABOR Project Management and Coordination Final Design and Planning Native Plant Nursery Coordination & Pick-up Fine Grading, Planting, Detail Rock Work Maintenance

QUANTITY

MATERIALS AND EQUIPMENT Excavation Equipment Rental Drainage Excavation Removal of Concrete Curb Removal of Asphaltic Pavement Hydroseed: Soil Stabilizer & Basin Bottoms 1 Gallon Plants 3 to 5 Gallon Plants 15 Gallon Plants Rip-Rap 8" to 18" Fractured Rock for Basin Edges Concrete Sidewalk Tree Grate Large Shade Structure Small Shade Structure Bench Table and Chairs Wayfinding Signs PhotoElectric Street Light Pedestrian Safety Lighting Pipe, Corrugated Metal 42" Pipe, Reinforced Concrete 18"

UNIT 225 100 1,500 420 300

Hours Hours Hours Hours Hours

5 10,398 100 94,909

UNIT PRICE

TOTAL PRICE $90 $125 $90 $50 $35

$20,250 $12,500 $135,000 $21,000 $10,500

Days CuYd LFt SqYd

$1,780 $3 $2 $5

$8,900 $31,194 $200 $474,545

8,709 62 30 15

SqFt Each Each Each

$0.05 $6 $12 $40

$435 $372 $360 $600

15,328 28,213 9,014 108,381 35

SqFt SqFt SqFt SqFt Each

$2.30 $1.50 $65 $3.50 $1,200

$35,254 $42,320 $585,910 $379,334 $42,000

1 3 20 48 5 20 3

Each Each Each Each Each Each Each

$500,000 $150,000 $2,750 $5,000 $3,000 $200 $4,700

$500,000 $450,000 $55,000 $240,000 $15,000 $216,700 $0

$220 $160

$216,700 $0

985 LFt 0 LFt SUBTOTAL Contingency (20%)

TOTAL

$3,494,074 $698,815

$4,192,888

APPENDIX -MASTER PLAN LOW BUDGET

MASTER PLAN LOW BUDGET