Palo Verde/Camino Miramonte Bicycle Boulevard - Area 2 Fort Lowell to Grant - Studio Crosson

Page 1

PALO VERDE B I C Y C L E B L V D.

Neignborhood Association Doolen Fruitvale Dodge - Flower North Dodge Cabrini

University of Arizona School of Architecture Student Project Studio professor: Courtney Crosson

PROP 407

Student Designers: Tany Soto Garrett Dunn Arron Beringson


SPONSOR AND COLLABORATORS

T U C S O N D E P A R T M E NT OF TRANSPORTATION AND MOBILITY CONSULTANTS

PIMA COUNTY FLOOD CONTROL COLLABORATORS

DOOLEN FRUITVALE ASSOCIATION DODGE-FLOWER ASSOCIATION NORTH DODGE ASSOCIATION CABRINI ASSOCIATION


MOBILITY WATER COMMUNITY

PROJECT GOALS SITE 2 INTRODUCTION KIT OF PARTS PROGRAMATIC USAGE COMMUNITY ENGAGEMENT PLANS AND STRATEGIES ARCHITECTURAL DEVELOPEMENT COST ESTIMATION HYDROLOGY ANALYSIS

1 2-6 7-8 9-10 11-12 13-36 37-40 41 42-43


PROJECT GOALS REDUCE SPEED Reduce the speed of vehicles on Palo Verde.

HARVEST STORM-WATER Harvest/Collect storm-water on tributary roads before it enters Palo Verde

BICYCLE SAFETY Provide safety to cyclists as they transverse across the site.

IMPROVE WALKABILITY Increase accessibility for pedestrians and improve walkable conditions

1


AREA #2: #2:

Palo Verde and Camino Miramonte Bicycle Boulevards

Area #2

Blackridge

Blackridge

Palo Verde Rd. Between Ft. Lowell and Grant

ALL E Y W A Y

Alvernon

Winstel

Glenn

Dodge

N. Palo Verde

Sparkman

Edith

Flanwill

Country Club

Glenn

Richey

Monte Vista

Monte Vista

ARC451A Spring 2020 2 students will work to provide possible desing solutions for each 6 areas

Bermuda

Bermuda

Rillito

Our Site For This Semester

Alvernon

Winstel

Richey

N. Palo Verde

Sparkman

Edith

Dodge

Presidio

Presidio Flanwill

Country Club

Prop 407

Ft. Lowell

Ft. Lowell

SITE FOR THIS SEMESTER: Alvernon

Winstel

Richey

N. Palo Verde

Sparkman

Edith

Flanwill

Country Club

Dodge

Flower St

Flower St

Water St

Water St

Palo Verde and Camino Miramonte Bicycle BouleGrant

Grant

1

fort lowell

UA ARCH 451a Spring 2020: 2 students work to grant provide possible design 3solutions for each of 6 speedway

2 4

Rillito River

1

1

2

2

3

3

Reid P

Aviati

4

4

broadway

451a Spring 5

ts work to possible design 6 for each of 6

5

Legend Bike Route

Study Areas #

Reid Park

5

Aviation Park-

6

22nd street

1 2 3

6

4 5 6

2


HYDROLOGY ANALYSIS

The Palo Verde Bicycle Blvd path between Ft. Lowell and Grant floods quite extensively during rainy seasons occording to the Pima County Flood Control map. The slope of the land routes the reclaimed water north while side streets along Palo Verde Rd. crowns routing additional reclaimed water towards Palo Verde Rd.

3


STORM WATER ANALYSIS Flooding on Palo Verde Rd. Flooding is a regular occurrence in the Tucson area and can occur during either of our two primary rainy seasons – the monsoon season and our winter rains. Due to primary research contact with a local neighbor of the Palo Verde Bicycle Blvd., we where able to determin that a great deal of flooding occurs on Glenn and Paloverde due to the invert shape of the street on Palo Verde Rd.. Since rain water runs south to north towards the Catalinas near the Rillito River this area gets backed up and causes exesive flooding.

N

Sorm Water

PALO VERDE RD.

Existing Storm Water Drain System

Tucson Wash System

Palo Verde Bicycle Blvd. Drainage

4


FORT LOWELL

STORM-WATER HARVEST

GRANT

GOALS Collect storm water along tribtary roads Prioritiz safety of cicylsts Reduce car speed on Palo Verde

5

CHICANE


KIT OF PARTS

REST STOP

ROADSIDE BASIN

REST STOP BASIN

TREES

CHICANE

CACTI

MEDIANS MEDIAN

6


Curb + Corner Conditions

Drainage

P A L O V E R D E Blvd.

Overhead Conditions

E X I S T I N G CONDITIONS 7

Signage


Medians

Traffic Circle Shade Structure

Bumpout (Chicane)

Bench

Bike Path Icon

Bicycle Parking

Speed Bumps

Roadside Basin

Mesquite

Red Yucca

Saguaro

Palo Verde

Cape Aloe

Prickly Pear

Agave

Barrel Cactus

SITE IMPROVEMENTS 8


9 Afternoon Aft f ernoon Programmatic Usage Morning Programmatic Usage


10

Evening Programmatic Usage

Noon Programmatic Usage


C O M NU N I T Y E N G A G E M E N T Ft. Lowell

Alvernon

Winstel

Dodge

Richey

Sparkman

Edith

N. Palo Verde

Presidio

Presidio Flanwill

Country Club

Ft. Lowell

Blackridge

Blackridge

ALLEY ALLEY WAY WAY

Winstel

Alvernon

Winstel

Alvernon

N. Palo Verde

Sparkman

Edith

Flanwill

Country Club

Dodge

Flower St

Flower St

Water St

Grant

11

Dodge

Bermuda

Bermuda

CHALLENGES/ NEEDS

Glenn

Richey

N. Palo Verde

Sparkman

Edith

Flanwill

Country Club

Glenn

Richey

Monte Vista

Monte Vista

ASSETS/ OPPORTUNITIES

Water St

Grant

MOBILITY/ ACCESSABILITY

FLOOD ISSUES


COMMUNITY FEEDBACK How often do you make a bicycle trip for transportation?

Monthly

25% 2

25%

25%

25%

Less than monthly

How far of a distance do you walk in your area?

One Mile

More than four days a week

25% 50%

Weekly

Two Miles

On average how many miles do you travel on your bike in a week?

A mile

25% 2

25%

25%

25%

Less than 5 miles

More than two miles

25%

Which shade structure would you prefer near the Tucson Lighthouse Church??

Option C

5-10 miles

25% 50%

Option A

25%

21-50 miles Option D

What prevents you from biking more often in your area? (Select all that apply)

What strategies would you like to see implimented in your area? Median

2 2

25%

1

Too far of a commute distance

3

Absence of a dedicated bike lane Weather

75%

1

0.0

0.5

1.0

1.5

2.0

2.5

Which Vegitation would you rather see in your area?

How often do you walk around your neighborhood?

2 to 4 times a week

Chicane

3.0

3

Small Desert Shrubs

25% Local Cacti

75% Daily

2

3

Medium Sized Trees

0.0

0.5

1.0

1.5

2.0

2.5

3.0

12


N

FT. LOWELL RD.

WATER ST.

E. GRANT RD.

E. GRANT RD. N

GLENN ST.

PEDESTRIAN REFUGE

TRAFFIC CIRCLE

13


WATER ST

CHICANES SPEED HUMPS

N

REST STOP

S MEDIANS

GRANT RD.

14


REDUCE SPEED

HARVEST STORM-WATER

BICYCLE SAFETY

IMPROVE WALKABILITY

15


E. FORT LOWELL RD.

E. FORT LOWELL RD.

16


CONNECTION TO SITE 1

YOU ARE HERE

BARREL CACTUS

RED YUCCA

PEDESTRIAN REFUGE

E. GRANT RD.

PLAN VIEW

17


MESQUITE

SAGUARO YOU ARE HERE

PRICKLEY PEAR AGAVE LOCATION SIGN

NEIGHBORHOOD SIGN

SINGNAGE

E. GRANT RD. GRANT RD. TRAFFIC PALO VERDE RD.

N

18


EXISTING ROAD CONDITIONS

Walking / Vegetation

Parking 9’

Bicycle / Car Lane 11’

Bicycle / Car Lane 11’

Parking 9’

Walking / Vegetation

40’ Entire Road Span Road Section Low Option 1/16” = 1’

19


E. PRESIDIO RD.

E. PRESIDIO RD.

E. BLACKLIDGE RD.

E. BLACKLIDGE RD.

20 N


TRAFFIC CIRCLES

SOUTH OPENING

NORTH OPENING

2’

4’

N

E. PRESIDIO RD.

S CONTAINMENT

SELFSUSTAINED PLANTS

21 FLOOD CONTROL


REDUCE SPEED VEHICLE CIRCULATION

20’

Why Traffic Circles?

E. PRESIDIO RD.

Traffic circles are circular intersections designed to improve traffic flow and safety. The traffic circle is a great way to slow down traffic, while creating space for self sustained vegetation and reducing fllooding.

TRAFFIC CIRCLE REFLECTOR POST

BICYCLE CIRCULATION PEDESTRIAN CIRCULATION REFLECTOR POST TRAFFIC CIRCLE

N

22


TRAFFIC CIRCLE ROAD SECTION

5’

Car Lane 10’

Round About Basin

6”

20’

6”

Car Lane 10’

5’ Bike Lane

Bike Lane

40’ Entire Road Span TRAFFIC CIRCLE

23

Road Section - Round About 1/16” = 1’


E. MONTE VISTA DR.

E. GLENN ST.

E. MONTE VISTA DR.

E. GLENN ST.

24 N


MEDIANS

N

WEST / EAST OPENING

S SOUTH OPENING

CONTAINMENT

CONTAINMENT STRATEGY

25 FLOOD CONTROL


REDUCE SPEED VEHICLE CIRCULATION

5’ 3’

10’

3’ 10’ 3’ 5’

Why Medians? Medians serve three primary purposes in our design, to separate opposing traffic, to provide space for green infrastructures, and to help reduce flooding in the area.

BUFFERS / DELINEATOR POST

NARROW DRIVING LANES

BICYCLE CIRCULATION PEDESTRIAN CIRCULATION REFLECTOR POST / DELINEATOR POST VEHICLE PROPERTY EXIT MEDIAN

N

26


MEDIAN ROAD SECTION

5’

Bicycle 5’

Walking / Vegetation

3’

Car Lane 10’

Median

6” 3’ 6”

Car Lane 10’

3’

Bicycle 5’

5’ Walking / Vegetation

40’ Entire Road Span MEDIAN

27

Road Section High Option 1/16” = 1’


E. BERMUDA ST.

E. BERMUDA ST.

E. FLOWER ST. E. FLOWER ST.

28

N


SPEED HUMPS

MID OPENING

Obstruction SOUTH CANAL

Visibility

29 SPEED CONTROL


REDUCE SPEED

Why Speed Humps? Speed humps in neighborhood redidential areas are great to reduce the number of vehicles exceeding the recomended speed limit. Modifications could be made to the design of the speed bump to help guide stormwater to green infrastructures.

BICYCLE CIRCULATION PEDESTRIAN CIRCULATION REFLECTOR POST SPEED HUMP

N

30


SPEED HUMP ROAD SECTION

5’ Walking / Vegetation

Bicycle 5’

3’

Car Lane 10’

Median

6” 3’ 6”

Car Lane 10’

3’

Bicycle 5’

5’ Walking / Vegetation

40’ Entire Road Span

Road Section High Option 1/16” = 1’

31


E. WATER ST. E. WATER ST.

E. GRANT RD. E. GRANT RD.

32 N


CHICANES

EAST OPENING

WATER ST.

CONTAINMENT WEST OPENING

SELFSUSTAINED PLANTS

33 FLOOD CONTROL


REDUCE SPEED VEHICLE CIRCULATION

4’ 4’

10’

10’ 10’ 4’

10’ 4’

Why Chicanes? WATER ST.

Chicanes are used on intersecting streets along Palo Verde to help reduce vehicle speed for incoming traffic, provide green infastructure and help reduce flooding during the rainy seasons in tucson.

BICYCLE CIRCULATION PEDESTRIAN CIRCULATION REFLECTOR POST CHICANES

N

34


CHICANE ROAD SECTION

Walking / Vegitation

Chikain Bicycle 6” 4’ 6” 5’

Car Lane 10’

Car Lane 10’

Bicycle Chikain 6” 4’ 6” 5’

Walking / Vegitation

40’ Entire Road Span TRAFFIC CIRCLE

35

Road Section on an East West Road Near Intersection 1/16” = 1’


CONNECTION TO SITE 2

E. GRANT RD.

E. GRANT RD.

N PLAN VIEW

36


BICYCLE REST STOP ROOF FRAME

LOCATION SIGN

E. FLOWER ST. BENCH BICYCLE RACK

TUCSON LIGHTHOUSE CHURCH PERSPECTIVE SECTION

N

PLAN VIEW

SHADE STRUCTURE

37

TREES

BIKE RACK

CACTI

BENCH

SIN


ROOF

COLUMN BICYCLE RACK WOOD

STEEL

CONCRETE

PERMEABLE PAVING

WOOD

CONCRETE

STEEL

NAGE

PLANTS

EXPLODED VIEW

P A L O V E R D E Blvd.

38


TUCSON LIGHTHOUSE CHURCH

39


REST STOP

40


COST ESTIMTION BUDGET PROJECT TITLE: ADDRESS: WARD: INSTRUCTIONS: FILL OUT YELLOW CELLS + ADD LINE ITEMS AS NEEDED TO COMPLETE BUDGET FOR YOUR PROJECT ITEM QUANTITY UNIT LABOR Project Management and CoordinaƟon 100 Hours Final Design and Planning 80 Hours NaƟve Plant Nursery CoordinaƟon & Pick-up 40 Hours Fine Grading, PlanƟng, Detail Rock Work 40 Hours Maintenance 80 Hours MATERIALS AND EQUIPMENT ExcavaƟon Equipment Rental Drainage ExcavaƟon Removal of Concrete Curb Removal of AsphalƟc Pavement

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

$9,000 $10,000 $3,600 $2,000 $2,800

5 15,960 0 8,768

Days CuYd LFt SqYd

$1,780 $3 $2 $5

$8,900 $47,880 $0 $43,840

Hydroseed: Soil Stabilizer & Basin BoƩoms 1 Gallon Plants 3 to 5 Gallon Plants 15 Gallon Plants

8,768 100 25 10

SqFt Each Each Each

$0.05 $6 $12 $40

$438 $600 $300 $400

Rip-Rap 8" to 18" Fractured Rock for Basin Edges Concrete

800 SqFt 1,000 SqFt 25 SqFt

$2.30 $1.50 $65

$1,840 $1,500 $1,625

0 Each 83,392 SqFt 0 Each

$50 $3.50 $1,200

$0 $291,872 $0

Shade Structure Tensile Shade Structure Bench Seat Wall Table and Chairs Wayfinding Signs Luminaire, Horizontal Mount PhotoElectric Street Light Pedestrian Safety LighƟng

1 0 1 0 0 4 0 0 0

Each Each Each LFt Each Each Each Each Each

$10,000 $35,000 $2,750 $80 $5,000 $3,000 $500 $200 $4,700

$10,000 $0 $2,750 $0 $0 $12,000 $0 $0 $0

Pipe, Corrugated Metal 42" Pipe, Reinforced Concrete 18" Scupper Check Dams

0 0 0 0

LFt LFt Each Each

$220 $160 $6,000 $1,200

$0 $0 $0 $0

Steel Sheets Sidewalk Tree Grate

41

UNIT PRICE

SUBTOTAL ConƟngency (20%)

TOTAL

$451,345 $90,269

$541,614


Legend Cross Section

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

Pre XS Maximum Discharge Total Volume of Discharge Floodplain Storage Floodplain Outflow Hydrograph

¯

3.73 0.66 8.972

Post 3.7 0.6 8.904

%Change 0.80% 9.09% 0.76%

16.872

16.94

-0.40%

Esri, HERE, Garmin, (c) OpenStreetMap contributors, and the GIS user community

0

250 500

1,000 Feet

Study Area #2

42


Legend Cross Section

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

Pre XS Maximum Discharge Total Volume of Discharge Floodplain Storage Floodplain Outflow Hydrograph

43

¯

3.73 0.66 8.972

Post 3.7 0.6 8.904

%Change 0.80% 9.09% 0.76%

16.872

16.94

-0.40%

Esri, HERE, Garmin, (c) OpenStreetMap contributors, and the GIS user community

0

250 500

1,000 Feet

Study Area #2


Total capacity of green infrastrucutre added to the site is 8842.68 cubic feet

8842.68 ft

3

=

66147.84 Liquid Gallons

Thats enough to fill 16 and a half water trucks! (4,000 Gallon Capacity)

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

44


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