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