SITE 11 SITE ASSIGNMENT 6
CREDITS
STUDIO COORDINATOR Courtney Crosson University of Arizona
CITY COLLABORATORS
Ryan Fagan, Patrick Hartley, Jesse Soto, Jennifer Toothaker Department of Transportation and Mobility
HYDROLOGY CONSULTANTS Jacob Prietto & Yinan Zhang
STUDENT DESIGNERS
BRADLEY PINSKI
EUGENE LEE
RILL ITO RIV ER 1
FORT LOWELL
3
SPEEDWAY
A NT SA
4
BROADWAY
5
Z RIVER CRU
22ND
SWAN
KINO
COUNTRY CLUB
6
ALVERNON WAY
REID PARK
SWAN
ALVERNON WAY
CAMPBELL
COUNTRYCLUB
2
GRANT
INTRODUCTION PROJECT STATEMENT
R I L LITO RIVE R
CH R I S T M
This student project is aimed at reimagining what the Prop 407 Palo Verde / Camino Miramonte Bicycle Boulevard could become. Our main goal for this project was to help reduce local flooding by implementing green infrastructure into the site in a way that benefits the local community and linking the new bike boulevard with the existing bike loop.
AS W AS
H
1 H WASWASH ALVERNON ALVERNON
WILSON AVENUE WASH
AS TM RIS
CH SH WA
CHRISTMAS WASH
2
UPPER RILLITO RIVER
3
4 HIG
H SCHOOL WAS H
IC ARROY O CH O WAS H
5
C
IT
A
TI
ON
W A SH
RA
ARROYO CHICO-SANTA CRUZ RIVER
IL
RO AD
6
AVIATION WASH TRIBUTARY
W AS
H
TUCSON DIVERSION CHANNEL
JULIAN WASH
DESIGN INTENTIONS
FLOOD CONTROL Reduce site flooding with the introduction of green infrastracture strategically placed around the site.
MOB
Satisfy requi bicycle path meeting the pa local businesses
BILITY
irements for h while also arking needs for along Kleindale.
BICYCLE SAFETY Reduce speeding on Kleindale to increase safety for bicyclists and pedestrians.
VEHICLE / BIKE COUNT OBSERVATION on Feb 3rd, 2020, 7 to 9am and 4 to 6pm. At Kleindale Rd and Palo Verde Ave.
BICYCLISTS AND PEDESTRIANS
Kleindale Rd
STOP
morning afternoon
Palo Verde Ave
6 Bicyclists / 7 Pedestrians from West
9 Bicyclists / 4 Pedestrians from East
3 Pedestrians / 3 Bicyclists from South
VEHICLES number of cars
speed limit 200
150
100
50
morning afternoon below 10
15
20
25
30
35
40
45
speed (mph)
11.01 % OF CARS OVER 35mph 3.08 % OF CARS TURN ONTO PALO VERDE AVE
SURVEY 1. How does your business use Kleindale Rd.? (Select all that apply)
Driving
5 (100%)
Biking
1 (20%)
2. How does your business use Palo Verde Ave.? (Select all that apply) Driving
3 (60%) 1 (20%)
Street Parking Loading/Offloading
2 (40%)
None
2 (40%)
3. Have you noticed or experienced flooding around your business property? 3 60% at N Dodge 1 20%
1 20% 0
1
2
3
4
5
6
7
8
9
10
4. Do you ride a bicycle to work?
20%
No Sometimes
80%
5. Would you like to see more greenery areas along the streets?
Feel there is no room for it. We have dump trucks and trailers that need to go down the road.
60%
20%
Yes Indifferent
20%
Etc
6. Do you frequent Brandi Fenton Memorial Park or Binghampton Family Park during your lunch breaks or after work? 40%
60%
Sometimes No
SURVEY RESULTS 1. How does your business use Kleindale Rd.? (Select all that apply)
Rd r ale d fo n i Kle ly used t mos g in5 (100%) driv
Driving Biking
1 (20%)
2. How does your business use Palo Verde Ave.? (Select all that apply) Driving
3 (60%)
e rde Av Palo Ve needs g Zone Loadin
1 (20%)
Street Parking Loading/Offloading
2 (40%)
None
2 (40%)
3. Have you noticed or experienced flooding around your business property? 3 60%
ot There is n oding much flo here.
at N Dodge 1 20% 0
1
2
1 20% 3
4
5
6
7
8
9
10
4. Do you ride a bicycle to work?
20%
80%
many No Not e l peop ikes Sometimes ride b rk to wo
5. Would you like to see more greenery areas along the streets?
Feel there is no room for it. We have dump trucks and trailers that need to go down the road.
60%
20% 20%
More Greenery area Yes but strategically pl aced Indifferent Etc
6. Do you frequent Brandi Fenton Memorial Park or Binghampton Family Park during your lunch breaks or after work? 40%
60%
Need route r easie park e to th e h for t trians Sometimes s pede No
E1 AL
BI O
BIO SW
E2 AL SW
E Kleindale Rd N Richey Blvd
E Kleindale Rd
E 3
N Palo Verde Ave
BIOSW AL E Hardy Dr
Legend
E Lind Rd
N Palo Verde Ave
Maximum Flood Depth (Ft) 0.2 - 0.5 0.5 - 2.0 2.0 +
FLOODING
Even though Site 1 is the lowest end of the project, Site 1 is one of the driest areas due to the Christmas wash flowing around the site. We are proposing three key areas to place bioswales. These areas showed higher levels of flood activity that cause a chain reaction of more flooding. By placing bioswales in these areas we hope to drastically reduce any flooding that would occur.
Rest Area
Bioswale 1 1/16” = 1’
Bioswale 2 1/16” = 1’
Bioswale 3 1/32” = 1’
THREE BIOSWALES What is Bioswale?
A bioswale is a channel designed to contain and convey stormwater run off, remove debris and pollution, and recharge groundwater.
How Does It Work?
Bioswales are vegetated channels that consist of a drainage course with sloped sides. The swale fills with water during a storm and naturally helps filter out pollutants and recharge the ground water in the area. Diamond
example
St Loop
Diamond St Loop
Key Map N Kelvin Blvd
N Dodge Blvd
E Greenlee Rd
BIOSWALE 1
BIOSWALE 2
E Kleindale Rd
E Kleindale Rd N Palo Verde Ave
BIOSWALE 3 E Hardy Dr
E Fort Lowell Rd
N Dodge Blvd
N Richey Blvd
E Fort Lowell Rd
N Palo Verde Ave
N Kelvin Blvd
E Lind Rd
FLOOD ROUTE
BI O
Total Green Infrastructure Area Added : 11,027 sf
3 ALE SW
4x
BIOSWALE 1
BIOSW A LE
2
N
BIOSWALE 2
BIOSWALE 3
flo
od
rou
te
ELEVATION 2400’ 2395’ 2390’ 2385’ 2380’ 2375’ 2370’
BIOSWALE 1
palo verde
agave
red yucca
prickly pear
barrel cactus
Impact Simulation of Bioswale 1 Legend Depth Difference (FT) < -0.5 -0.49 - -0.2 -0.19 - -0.1 -0.09 - -0.05 -0.049 - 0.05 0.051 - 0.1 0.11 - 0.2 0.21 - 0.5 > 0.5
AP
E Kleindale Rd
M
Area : 2,114 sf
F LO
O
D
-0.049 - 0.05
BIOSWALE 2
0.051 - 0.1 0.11 - 0.2 0.21 - 0.5
Basin Depth 1 ft Total GI Area 1102
> 0.5
Floodplain Storage The Maximum Inun
palo verde
agave
red yucca
prickly pear
barrel cactus
27 sf Pre Post Post Minus Pre 368038.44 369911.52 1873.08 263886.48 268634.52 4748.04
Area : 3,617 sf
Impact Simulation of Bioswale 2
-0.19 - -0.1 -0.09 - -0.05 -0.049 - 0.05
E Kleindale Rd N Richey Blvd
Legend Depth Difference (FT) < -0.5 E Kleindale Rd -0.49 - -0.2
0.11 - 0.2 0.21 - 0.5 > 0.5
AP
0.051 - 0.1
M
e (ft ) ndated Area(Depth > 0.5 FT) (sf) 3
N Palo Verde A
O F LO
D
BIOSWALE 3 Rest Area
bike rest stop
INFILTRATION palo verde
agave
red yucca
prickly pear
barrel cactus
Area : 5,296 sf
Impact Simulation of Bioswale 3
Legend Legend Depth Difference (FT) < -0.5
Depth Difference (FT) < -0.5
-0.49 - -0.2
-0.49 - -0.2
-0.19 - -0.1 -0.09 - -0.05
-0.19 - -0.1
-0.049 - 0.05
-0.09 - -0.05
0.051 - 0.1 0.11 - 0.2
-0.049 - 0.05
0.21 - 0.5
0.051 - 0.1
> 0.5
E Kleindale Rd
E Kleindale
0.11 - 0.2 0.21 - 0.5 Basin Depth 1 ft Total GI Area 11027 sf Pre Post Post Minus Pre 368038.44 369911.52 1873.08 263886.48 268634.52 4748.04
N Palo Verde Ave
E Lind Rd
E Hardy Dr
AP
N Palo Verde Ave
Floodplain Storage (ft3) The Maximum Inundated Area(Depth > 0.5 FT) (sf)
M
> 0.5
F LO
O
D
HOW MUCH STORAGE HAS BEEN ADDED?
Hereâ&#x20AC;&#x2122;s a gallon of water
HOW MUCH STORAGE HAS BEEN ADDED?
3,120
you are w
0 gal
watching
HOW MUCH STORAGE HAS BEEN ADDED?
7,020
you are w
0 gal
watching
HOW MUCH STORAGE HAS BEEN ADDED?
14,012
floodplain storage
2 gal
e has been added
Diamond
St Loop
Diamond St Loop
N Dodge Blvd
E Greenlee Rd
N Kelvin Blvd
E Kleindale Rd
E Kleindale Rd N Palo Verde Ave E Hardy Dr
E Fort Lowell Rd
N Dodge Blvd
N Richey Blvd
E Fort Lowell Rd
N Palo Verde Ave
N Kelvin Blvd
E Lind Rd
N
SITE PLAN PLAN 1
KLEINDALE / KELVIN
PLAN 2
KLEINDALE / PALO VERDE
PLAN 3
KLEINDALE / N DODGE
PLAN 4
PALO VERDE / LIND
PLAN 5
FORT LOWELL / PALO VERDE
PLAN 6
KELVIN / DIAMOND ST LOOP
6
1
2 4 5
3
KIT OF PARTS PALO VERDE
CACTI
VEGETATION
PEDESTRIAN BRIDGE
SIDEWALK BIKE RACK
MICHIGAN LEFT TURN INTERSECTION ADA RAMP
BENCHES
BIKE REST STOP
SHADE STRUCTURE
MID SIDEWALK ADA RAMP
SIDEWALK ELEMENTS
ROADS
STREET ELEMENTS
AGAVE
PRICKLY
RED YUCCA
DIRECTIONAL SIGNS
DODGE PEDESTRIAN CROSSING
DIRECTIONAL
SPEED HUMPS
SHARRO SYMBOL
GREEN INFRASTRUCTURE
STREET SIGNS
PEDESTRIAN CROSSING LIGHT
N Kelvin Blvd
Hook Crane Services Tucson Tops
Tucson Tops Convertible Tops & Auto Upholstery
More Greenery area but strategically placed
E Kleindale Rd N Kelvin Blvd
40’
1
side walk
E Kleindale Rd
Modern Aquarian Signs & Murals
KEY PLAN
sharro
BIOSWALE CLP
Calypso Automotive
intersection ada ramp
mid sidewalk ada ramp
60’
N
1
KLEINDALE / KELVIN BICYCLE FORWARD STOP BAR A bicycle forward stop bar offers bicyclists a safe way to make lefts onto heavier traffic roads. An extruded bicycle waiting area provides an area for bicyclists to wait until traffic has cleared to safely make a left or right.
STOP
BICYCLE FORWARD STOP BAR Intersection treatments
STOP
SOURCE : NACTO
Truly Nolen (Garage) Ferguson Fire & Fabrication
BIOSWALE 1
RO Landscape & Tree Service, LLC
Sia Botanics
E Kleindale Rd
E Kleindale Rd
Delivery Doctors Movers
N Palo Verde Ave
Kleindale Business Park Self Storage
RW Strunk Excavation
sharro
speed hump
intersection ada ramp
mid sidewalk ada ramp
N Palo Verde Ave
ve erde A Palo V s d e ne e g Zon Loadin
Geckos Motorcycle Garage
Contents Interior Warehouse
N 40â&#x20AC;&#x2122;
60â&#x20AC;&#x2122;
KLEINDALE / PALO VERDE Local moving and storage companies tend to use this intersection as a loading zone. From our observations, we noticed during the bike count, that at least five trucks park and load starting at 7am. In addition, not many cyclists use the road early in the morning. Furthermore, Palo Verde does not experience much vehicular traffic in this particular area.
BICYCLE FORWARD STOP BAR Intersection treatments
KEY PLAN STOP
2
KLEINDALE / DODGE
KEY PLAN
Along E Kleindale Rd, neighboring local businesses use the shoulders to park. In addition, there are also occasional planters which could be further developed to act as green infrastructure. We believe that the preservation of the businessesâ&#x20AC;&#x2122; parking is of major importance. Based on the flood map and topography data, incorporating a big chicane would help in reducing local flooding.
3
TEP Substation
BIOSWALE 2
More Greenery area but strategically placed
E Kleindale Rd
speed hump
intersection ada ramp
mid sidewalk ada ramp
N Richey Blv
sharro
TWO-STAGE TURN QUEUE BOX Intersection treatments STOP
STOP
SOURCE : NACTO
N Dodge Blvd
Dah Rock Shop
Group One Motorwerks
E Kleindale Rd
N Dodge Blv
GeoSystems Analysis Inc
40’
N 60’
ROAD CONDITION KLEINDALE
11’
EXISTING
11’
4”
5’
4’
5’
4”
11’
PROPOSAL
11’
4’
1
Contents Interior Warehouse
E Hardy Dr
PALO VERDE / LIND KEY PLAN
BIOSWALE 3
(N Palo Verde Ave)
Palo Verde Terrace Apartments
4
1’
E Lind Rd directional signs
intersection ada ramp
N Palo Verde Ave
mid sidewalk ada ramp
Creative Cabinets
40’
60’
N
sharro
1
15’
12’
EXISTING
1’-6”
5’
5’
5’
10’-6”
PROPOSAL
1’
ROAD CONDITION PALO VERDE
4’
9.5’
9.5’
EXISTING
24’
4’
10’
10’
1.5’ 3’
3’
4’ 6”
PROPOSAL
11’
N Palo Verde Ave
Creative Cabinets
FORT LOWELL / PALO KEY PLAN
Interior Trens Remodel & Design
5
Sierra Woodworks LLC
ve N Palo Verde A
Fort Lowell Place Apartments Cost
The Depot Bar
intersection ada ramp
E Fort Lowell Rd
mid sidewalk ada ramp
2
Fort Lowell Rd
N 40’
60’
sharro
O VERDE
MICHIGAN Left Turn A Michigan left is an at-grade intersection design that replaces each left turn at an intersection between a (major) divided roadway and a secondary (minor) roadway with the combination of a right turn followed by a U-turn, or a U-turn followed by a right turn, depending on the situation.
PEDESTRIAN BRIDGE Diamon
After recieving community feedback we noticed that more than half of the responses we recieved said that they use the local parks. The implementation of a pedestrian bridge into our project will provide a safer and more convenient means of connecting the local community with the Brandi Fenton memorial park just to the North.
d St Loo
p
Rillito Ri
ver KEY PLAN
Need route r easie park e to th e for th trians s pede
6
3
eenlee Rd N Kelvin Bl
N 40â&#x20AC;&#x2122;
60â&#x20AC;&#x2122;
PEDESTRIAN BRIDGE DETAIL 10’
20’
40’
60’
ROOF PLAN
19’
N
FLOOR PLAN
10’ 5’
260’
EAST ELEVATION
30’
40’
LONGDITUDINAL SECTION STEEL
22’
18’
20’ CONCRETE
220’
Design Experience Our pedestrian bridge design was made using parametric design programs and was made to give pedestrians the experience of traveling through a â&#x20AC;&#x2DC;wormholeâ&#x20AC;&#x2122; that links Brandi Fenton Memorial Park to the local residences.
ITEMIZED BUDGET
BUDGET PROJECT TITLE: ADDRESS: WARD:
Palo Verde Miro Monte Bicycle Boulevard Tucson
INSTRUCTIONS: FILL OUT YELLOW CELLS + ADD LINE ITEMS AS NEEDED TO COMPLETE BUDGET FOR YOUR PROJECT ITEM LABOR Project Management and Coordination Final Design and Planning Native Plant Nursery Coordination & Pick‐up Fine Grading, Planting, Detail Rock Work Maintenance
QUANTITY UNIT 360 120 500 500 0
Hours Hours Hours Hours Hours
20 0 0 0
Hydroseed: Soil Stabilizer & Basin Bottoms 1 Gallon Plants 3 to 5 Gallon Plants 15 Gallon Plants
8,560 30 20 10
Rip‐Rap 8" to 18" Fractured Rock for Basin Edges Concrete
MATERIALS AND EQUIPMENT Excavation Equipment Rental Drainage Excavation Removal of Concrete Curb Removal of Asphaltic Pavement
Steel Sheets Sidewalk Tree Grate
UNIT PRICE
TOTAL PRICE $90 $125 $90 $50 $35
$32,400 $15,000 $45,000 $25,000 $0
Days CuYd LFt SqYd
$1,780 $3 $2 $5
$35,600 $0 $0 $0
SqFt Each Each Each
$0.05 $6 $12 $40
$428 $180 $240 $400
8,560 SqFt 0 SqFt 0 SqFt
$2.30 $1.50 $65
$19,688 $0 $0
0 Each 0 SqFt 0 Each
$50 $3.50 $1,200
$0 $0 $0
Shade Structure Tensile Shade Structure Bench Seat Wall Table and Chairs Wayfinding Signs Luminaire, Horizontal Mount PhotoElectric Street Light
4 0 1 0 0 10 0 5
Each Each Each LFt Each Each Each Each
$10,000 $35,000 $2,750 $80 $5,000 $3,000 $500 $200
$40,000 $0 $2,750 $0 $0 $30,000 $0 $1,000
Pipe, Corrugated Metal 42" Pipe, Reinforced Concrete 18" Scupper Check Dams
0 0 15 0
LFt LFt Each Each
$220 $160 $6,000 $1,200
$0 $0 $90,000 $0
5,200 SqFt
$500
$2,600,000
Pedestrian Bridge
SUBTOTAL Contingency (20%)
TOTAL
$2,937,686 $587,537
$3,525,223
THANK YOU