Camino Miramonte - studio crosson

AGUA STREET SCAPE A new urban design approach to neighborhood stormwater mitigation

The University of Arizona College of Architecture, Planning and Landscape Architecture Spring 2018 |5th Year Option Studio Designs by Amal Anoohi & Thomas Yazzie

2

Table of Contents

3

A

The Project

5

B

The Problem

6

C

The Approach

20

D

The Vision

38

E

Appendix

44

A. The Project Agua Street Scape is a neighborhood street network typology that is designed to retain stormwater runoff within the Miramonte Neighborhood along Camino Miramonte. The intention is to passively harvest on-site stormwater runoff for vegetation and infrastructure enhancement. Along with water retention, the unique infrastructure improvements will increase the Miramonte Neighborhood presence within the Tucson community as well as strengthening the community outdoor interactions.

4

A B C D E

Project Coordinator Courtney Crosson

Assistant Professor, The Univeristy of Arizona

Student Designers Amal Anoohi

The University of Arizona, 5th year B.Arch, class of 2019 Thomas Yazzie

The University of Arizona, 5th year B.Arch, class of 2019

Consultants Pima County Flood Control

Collaborators Miramonte Neighborhood Association Ward 6

5

B. The Problem The Tucson Regional Watershed is an overall watershed coverage that originates at the peak of the Catalina’s and Rincon Mountains, which then mitigates runoff to the lower basin of the Santa Cruz River. The volume of runoff differentiates during varying seasonal climatic occurrences (Monsoon vs. Spring) and precipitation fluctuations. This watershed and its minor watersheds is the reasoning for the urban flooding issues in Tucson.

The project site currently resides within the a stormwater conveyance route heading north towards the Rillito River. The site resides within the Christmas Wash Watershed which covers an area of 2174.5 acres .

6

MIRAMONTE NEIGHBORHOOD: SITE CONTEXT

A B C D E

Tucson christmas wash watershed

project site

upper co.

lake mead

san juan

little colorado

Tucson boundary

lower colorado salt

lower gila middle gila

upper gila

sonora sonora

7

Craycroft

Alvernon

Campbell

Oracle

SITE LOCATION

Grant

Speedway

MIRAMONTE NEIGHBORHOOD

Broadway

LEGEND Minor Washes Major Washes Streets River

The project site is located within the urban context of the Tucson metropolitan area. The site is a neighborhood street within a urban block called the Miramonte Neighborhood.

Consequently, Camino Miramonte is within the public right-of-way justifying it’s provisional code requirements to be allowable only with approval of the Zoning Administrator and the Department of Transportation. The cross sectional design limitations extend from property line to adjacent property line. Everything that is documented in this site analysis is only within the public street limitations.

8

MIRAMONTE NEIGHBORHOOD: ZONING & TRAFFIC CONDITIONS

A B C D E

BLVD.

AVENUE

C-2

BLVD.

C-3

BLVD.

SPEEDWAY BOULEVARD

STREET

FIRST STREET PALO VERDE AVE.

HOLLY

FIRST STREET

SECOND

JONES

PALO VERDE AVE.

BOULEVARD

STREET

SECOND

CHRYSLER DR.

FIRST

STREET

STREET

THIRD

DODGE

RICHEY

DRIVE

STREET

R-3

R-1

EDGEMONT

FOURTH

THIRD

MIR

ANDERSON

T ON AM

E

HOLLY PL.

COUNTRY CLUB RD

HAWTHORNE

STREET FOURTH

BUNELL STREET

JONES BOULEVARD

ALTA

CAMINO

TERRA

N ENCANTO VILLAGE WY

CREST

FOURTH

R-2 BAKER PL.

TERRA ALTA

5TH STREET

The Miramonte neighborhood block consists of high-intensity commercial buildings to the north, low density residential homes to the south, with east and west edges that are predominately office, commercial, and high density residential. The internal built environment within the edges of the block is generally residential.

The major east to west route through the site is 3rd Street which is a designated bicycle route. It then connects to Himmel park to the west onward to the UA. The contrast in commercial and residential zones has created a desire to pursue transitional opportunities between the differing zone typologies along the circulation paths. Unwanted noise and exhaust pollution during Camino Miramonte vehicular peak times instill an unwelcoming pedestrian experience.

9

CHRISTMAS WASH STORMWATER NETWORK

D

ER

NC

I PR

ITO

LL RI

ND

BE

LL

WE

O TL OR

LA

RA

CA

I

IN

BR

ND LA GH TS RI IGH HE ST EA

EN E OL AL DO UITV FR

DE

MA

RD O

L PA

F

E

RD

VE

N

NT

A GR

D LV

YB WA ED

E

NT

MO

RA

MI

EL

CO

N

AL VE

CO

RN

ON

UN

E

SP

CA

MI

NO

TR YC

LU

B

D LV

YB WA

D OA

BR

Beginning at El Con mall, where the rainfall is collected from the asphalt parking lot, the stormwater begins it’s journey north using the streets as it’s conveyance path. The first neighborhood it travels through is the Miramonte Neighborhood. It then crosses below Speedway and flows through the Palo Verde, Doolen-Fruitvale, La Madera Cabrini, Richland Heights East, and Rillito Bend Neighborhoods. The Christmas Wash water runoff consequently ends it’s journey at the Rillito River.

This project is only covering the Miramonte Neighborhood district along the Camino Miramonte street. One proposal of network phasing would be to design each neighborhood individually by one overall network system. Once one neighborhood has been design specifically using water mitigation strategies, the next phase will to continue northward and design the adjacent neighborhood typology. As a result, all neighborhoods along the Christmas Wash trajectory will have individual stormwater design implementations all holistically resolved by one network system.

10

MIRAMONTE NEIGHBORHOOD STORMWATER NETWORK

A B C D E

D LV

B AY DW

EE

E

NU

AV E

SP

ST

ET

RE

ST

FIR

LLY

ET

D

RE

EV AR

UL

BO

S

NE

JO

ST

HO

ST

FIR

ET

RE

ST

ET

ET

RE

RE

ST

ST

ET

RE

ST

LL

NTE

NE

MIRAMO

BU

ET

RE

ST

NT

MO

D

S

EV AR

UL

BO

O

MIN

CA

TH UR

IVE

FO

NE

GE

ED

JO

D

IR

TH

A LT

AA

RR

TE

FIF

TH

ET

RE

ST

DR

T

ES

CR

Unlike many typical streets in Tucson, Camino Miramonte is an inverted crown condition road. Which means that the street concaves inward at the road centerline so that the water is mitigated in the middle. However, the side streets that cross perpendicular to Camino Miramonte are convexed outward so that the stormwater runs along the curb edge.

In the event of a high rainfall occurrence, the street fills up like a canal within the urban neighborhood. The water that flows through Camino Miramonte can only be deviated by the existing stormwater drains.

In contrary, the side streets push the stormwater along the edge of the road into Camino Miramonte. Since the water is already along the curb and not in the middle of the road, this creates an opportunity to redirect the water via curb cuts into the residential/commercial parcels where it pools and settles into the ground naturally.

11

MIRAMONTE NEIGHBORHOOD: FLOOD AREA

LEGEND Christmas Wash Christmas Watershed Neighborhood Site Flood Zone

12

WATER ANALYSIS: RUNOFF CALCULATIONS SPEEDWAY

A B C D E

SPEEDWAY

LOWLOW Total Runoff per (gal) monthper month Total (gal) Runoff 8000

3500

7000

3000

6000

4000 3500

NOT IN SCOPE

NOT IN SCOPE

3000 2500

FIRST STREET

NOT IN SCOPE

FIRST STREET

NOT IN SCOPE

6000

4000

5000

1500 2000

3000

1000

4000

2000

500

1000

BOULEVARD

2000 1000

0

0

JONES

BOULEVARD STREET

3000

0

500

JONES

STREET

7000

2000 2500

1000 0

MED Total Runoff (gal) per month 10000 9000 8000 7000 6000 10000 5000 4000 9000 3000 8000 2000 7000 1000 6000 0

TE ON

STREET

ON

TE

AM MIR

STREET

MIR

AM

STREET

DRIVE

HIGH Total Runoff (gal) per month 250000

MED Total Runoff (gal) per month

200000 150000

HIGH Total Runoff (gal) per mont 250000

100000 50000 0

5000 4000 3000 2000 1000 0

EDGEMONT

200000 150000 100000 50000 0

FOURTH

EDGEMONT

DRIVE

CREST

LEGEND

CREST

JONES BOULEVARD

CAMINO

High (1,000,000 to 3,000,000 gal) FOURTH

Med / High (80,000 to 100,000 gal) Med (50,000 to 70,000 gal)

LEGEND

Low (20,000 to 40,000 gal)

JONES BOULEVARD

High (1,000,000 to 3,000,000 gal) CAMINO

(gal) per mo

8000

5000

1500

STREET

MED HIGH Total MED RunoffHIGH (gal) per month Total Runoff

4000

Med / High (80,000 to 100,000 gal) Med (50,000 to 70,000 gal) Low (20,000 to 40,000 gal)

The diagram on the left showcases the total runoff (gal) ranges throughout different parts of the site. The larger the footprint and roof condition, the larger the runoff volume will be.

The line graphs showcases an example of the total runoff rate per month within each category including High, High Med, Med, and Low.

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MIRAMONTE NEIGHBORHOOD: EXISTING LANDMARKS

SURFACE STORM DRAIN

CURB SIDE CONDITION

CURB CONDITION

STREET CULVERT

INVERTED CROWN ROAD

NATURAL VEGETATION

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MIRAMONTE NEIGHBORHOOD: EXISTING FLOODING CONDITIONS

A B C D E

MIRAMONTE INVERTED CROWN

STORM DRAIN SOUTH MIRAMONTE

SIDE STREET WATER CONDITION

WATER RUNOFF MIRAMONTE RD

CURB RUNOFF & VEGETATION

15

STORM DRAIN NORTH MIRAMONTE

COMMUNITY ENGAGEMENT: NEIGHBORHOOD ASSOCIATION MEETING OUTREACH As an outreach exercise, we attended a Miramonte Neighborhood Association monthly meeting and conducted a few interactive activities to gain local insight as well as design inspiration.

Along with a typical written survey, we asked the Miramonte communities members to identify problematic areas along Camino Miramonte.

Without presenting our designs, we handed them a site plan of the existing road condition along with a red, green, and blue marker and asked them to mark where they have experienced traffic (red), need for vegetation (green), and flooding issues (blue).

We also provided a street-view perspective and section drawing of the existing condition and allowed the community to draw in any infrastructure they would like to see along Camino Miramonte.

The goal was to compare and contrast our design with their vision as a way to provide adequate design results that would suffice the neighborhood needs and wants. It also was utilized for any inspirational design implementation towards our architectural approach.

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hance the n en

70% YES

vegetation ?

ld you hel ou p W

ew

100% YES

A B C D E

intain the a n m

borhood? gh ei

ll new tree Wi s

COMMUNITY ENGAGEMENT: NEIGHBORHOOD ASSOCIATION MEETING IMPACT

Yes or No? likely not

saf e

l ra

may be

ne ut

ten of

no to ft

ver y

ver y

ely lik

en

etimes som

50%

75%

Currently, how safe do you feel about walking /biking in the neighborhood?

How likely would you take initiative to harvest rain runoff on your property?

afe ts

80% no

If sidewalks / bike paths were built, how often would you utilize the pathways?

Neighborhood Infrastructure Suggestions

Neighborhood Engagement Suggestions Sidewalk Bike Lanes New Trees Basins Lighting Median Seating Other Neighborhood Resident Suggestions New Design Incorporation

17

STORMWATER MITIGATION DIAGRAM: BEFORE NEW INFRASTRUCTURE

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STORMWATER MITIGATION DIAGRAM: AFTER NEW INFRASTRUCTURE

19

A B C D E

C. The Approach Currently, the existing road width of Camino Miramonte is approximately forty feet, whereas a typical two-way street is around twenty-four feet in width. The intention is to provide designated car lanes, bike lanes, and pedestrian lanes in order to control the flow of traffic and improve safety. In doing so, we propose to use natural vegetation as a buffer median in specific areas along the street to separate the vehicular lanes without adhering to any existing residential driveway.

Our organizational approach to achieve this goal is to use a “Kit of Parts� modular system as a way to control the outlook, experience, cost, and water retention strategies.

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KIT OF PARTS

A B C D E A

BASINS AND BERMS

1

2

curb condition basin

B

CURB CUTS

1

berm cut

3

roundabout berm

2

drain cut

4

sidewalk and road berm

5

natural berm

curb side berm

C

SHADE AND LIGHTING

1

2

trees

street light

3

4

solar street light

pavement reflectors

D

MATERIAL

1

2

non permeable concrete

3

permeable concrete

E

PATHS

bike path

2

pedestrian path or sidewalk

perforated steel

F

SIGNAGE AND SEATING

MI

1

4

permeable pavement

1

RA M O NTE

neighborhood sign

21

2

street sign

2

sidewalk seating

D. PROGRAM DIAGRAM - DAY IN THE LIFE

KIT OF PARTS: PROJECT GOALS

A BASINS AND BERMS

1

2

curb condition basin

roundabout berm

3

4

sidewalk and road berm

5

natural berm

SUMMER

curb side berm

SHADE AND LIGHTING

CURB CUTS

8am

1

berm cut

2

drain cut

1

2

trees

street light

3

4

solar street light

pavement reflectors

12pm

3pm

5pm

8pm

Duri mal this mira thro Hwo trian hood

WINTER

MATERIAL

1

2

non permeable concrete

3

permeable concrete

4

permeable pavement

The Sinc will e this traff

perforated steel

8am

SIGNAGE AND SEATING

PATHS

MI

12pm

3pm

5pm

8pm

RA M O NTE

ANNUAL 1

bike path

2

pedestrian path or sidewalk

1

neighborhood sign

2

street sign

2

sidewalk seating

$ $ $$

Ove vehi the i bike that activ JAN

MAR

JUNE

SEPT

exisiting car traffic

density of pedestrian after project implementation

exisiting pedestrian traffic

density of cars after project implementation

DEC

A. PEDESTRIAN LEVEL • Improve walk-ability along the street while enhancing the bicycle route pathway by use of natural/built shading systems, green infrastructure, and distinct pedestrian routes.

• Provide attractive built landscapes along Camino Miramonte in hopes to invite more people into the neighborhood • Improve the existing lighting quality by providing attractive street lighting that are economical and environmentally appropriate.

B. VEHICULAR LEVEL • Improve traffic mitigation through the different zone typologies by implementing transitional elements at street intersections.

• Implement landscape buffers to reduce vehicular sound and light intensities.

• Eliminate on-street parking along Camino Miramonte (without obstructing existing driveways) in order to provide space for green infrastructure and pedestrian pathways.

C. ENVIRONMENTAL LEVEL • Utilization of passive stormwater mitigation strategies to control the surface runoff volumes along Camino Miramonte.

• Implementation of active and passive stormwater storage management on a neighborhood scale.

• Utilizing natural basins to enhance evapotranspiration and natural vegetation growth.

22

KIT OF PARTS URBAN MATRIX SYSTEM

A B C D E

Kit of Parts A

BASINS AND BERMS

1

2

curb condition basin

3

roundabout berm

CURB CUTS

B

4

sidewalk and road berm

5

natural berm

curb side berm

1

C

SHADE AND LIGHTING

D

MATERIAL

2

non permeable concrete

3

permeable concrete

E

PATHS

2

berm cut

drain cut

1

trees

2

3

street light

4

solar street light

pavement reflectors

1

2

bike path

pedestrian path or sidewalk

perforated steel

F

SIGNAGE AND SEATING

MI

1

4

permeable pavement

1

RA M O NTE

neighborhood sign

2

2

street sign

NEW

NEW

EXISTING

EXISTING

r

rne

Co

n Neighborhood Block Typologies

itio

nd Co

C

AY DW

EE

SP

ST

FIR

ET

JO

RE

ST

NE

S

BO

UL

EV AR

D

ET

RE

ST

T

’

70

24

ET

RE

EE

R ST

ST

ND

ST

E

RN

HO

WT HA

TE

TH

D NT

MO

GE

ED

80

24

ET

RE

ST

MIRAMON

IR

Neighborhood Street Condition

ET

RE

CO

SE

JO

NE

TH UR

FO

IVE

CA

MI

NO

ET

RE

CR

ES

0‘

9 24

23

T

S

BO

UL

EV AR

D

TE

A LT

AA

RR

DR

FIF

T

T HS

d

ine

a ont

sidewalk seating

n

itio

nd Co

NEIGHBORHOOD BLOCK KIT OF PARTS KIT OF PARTS: OPTIONS

Infrastructure List BASINS

INFRASTRUCTURE Typologies

Curb

BERMS

Retention

Natural

PATHS Roundabout

Street

Bike

SIGNAGE/SEATING SHADE

LIGHTING

Pedestrian

Solar

Reflectors

Neighborhood Sign

Street Signs

Sidewalk Seats

A

BASINS AND BERMS

Natural

HIGH OPTION 1

2

curb condition basin

B

CURB CUTS

The infrastructure assembly will be deployed throughout the entire street. The blocks shown are typological pieces that show an existing parcel condition with infrastructure from the Kit of Parts. The blocks depict an example assembly that are appropriate for the Option shown.

1

berm cut

1

neighborhood

N

SIG

E KD

curb cut

A.

OC

BL

ED

W NE

S PO

SIDE

M

IR A

M ONT

CA

MI

EX

NO

IST

B.

TI

IS

EX

NG

street berm

1

bike path

AY DW

ST

FIR

NT

PIP

ET

JO

NE

S

BO

E. seating F.

UL

EV AR

D

ET

RE

ST

T

’

70

ET

RE

EE

STR

24

ST

D ON

ET

E TR

C

SE

E

E

solar street

F.

RE

ST

MO

B. retention

RE

S NE

TE

WT HA

NT

O EM

G

ED

0

8 24

F.

D

IR

TH

cat’s eye

ET

RE

ST

MIRAMON

R HO

JO

NE

TH UR

FO

IVE

CR

ES

T

S

CA

seating pedestrian

BO

UL

EV AR

D

TE

A LT

AA

RR

DR

D. permeable concrete

MI

NO

TH

FIF

ET

RE

ST

bike

D. permeable pavement

‘

90

24

2

3

permeable concrete

E

C

street light

3

4

solar street light

B.

24

roundabout

2

pedestrian path or sidewalk

4

permeable pavement

pavement reflectors

perforated steel

F

SIGNAGE AND SEATING

E.

ET

RA

ST OR

2

trees

MI

STRE

MI M

ET

ST

EE

SP

ING

curb side berm

SHADE AND LIGHTING

1

PATHS

E

curb condition

B.

drain cut

5

natural berm

D

non permeable concrete

O

PR

2

4

sidewalk and road berm

MATERIAL

Specific locations for each Kit of Part varies per specific parcel location. All infrastructure options are shown only for conceptual clarity.

E. sign

3

roundabout berm

EXISTING

1

RA M O NTE

neighborhood sign

2

street sign

2

sidewalk seating

MASTER PLAN

A THIRD B C STREET D E

SPEEDWAY BLVD

2480’

TE ON M

M IRA

LEGEND FOURTH STREET

Electrical Poles 2ND STREET Hydrants Stormwater Drains Existing Trees

LEGEND

Existing Landscaping

INFRASTRUCTURE Street Access

Roof

Electrical Poles

Gravel/Earth

Hydrants

Pedestrian Path

Stormwater Drains

HAWTHORNE STREET

Bike Path

Existing Trees

Existing Landscaping

New Indigenous Tree

Roof Gravel/Earth

Exterior Lighting

Pedestrian Path Bike Path

Side Street Basin

CAMINO

INFRASTRUCTURE Street Access

BOULEVARD

2470’

FIRST STREET

JONES

NOT IN SCOPE

EDGEMONT

CREST DRIVE

NOT IN SCOPE

New Indigenous Tree

Retention Basin

Exterior Lighting

Street Median Basin

Side Street Basin

Roundabout Basin Street Curb Basin

Street Median Basin

Retention Basin

THIRD STREET

Roundabout Basin Street Curb Basin

FIFTH STREET

25

40’

160’

ROAD SECTIONS 18’

40’

18’

MEABLE ROAD PER

0% Existing Street Condition

1

8’

5’

5’

12’

5’

12’

5’

5’

8’

MEABLE ROA D PER

8’

3

2

New Typical Street Condition - Median

5’

5’

12’

5’

60%

12’

5’

5’

8’

MEABLE ROA D PER

25%

access drive

4

New Typical Street Condition - Seating & Existing Access Drives

5’

26’

5’

MEABLE ROA D PER

25% New Side Street Condition 26

0’

10’

20’

30’

ROAD DETAILS

1

3

A B C D E

2

4

27

PASSIVE WATER SYSTEMS CONCRETE 01

ETE CR

02 PE

EABLE CON RM

03 P

BIK

BE

RM

I N F ILT R AT

IO

N

28

E PAT H

ENT EM

ABLE PA ME V ER

ID

EW

ETE CR

02 PE

EABLE CO N RM

03 P

ENT EM

ABLE PA ME V ER

SID E

WA L K

29

L EE

RATED S FO T ER

03 P

T PA T H I N FILT R A

IO

S

E

CONCRETE 01

N

B

IK

N

A B C D E

ALK

I N FILT

TI RA

O

SIGNAGE AND INFRASTRUCTURE

SIGNAGE 01

CAL SHR LO U

0

BS

2

0

OR

BE

RM

IO I N FILT R AT

N

30

I E N TATI O N

CAL AGA LO V

E

3

A B C D E

DRAIN CUT 01

LIG H N G TI

RM BE

02 SI

LK / RO WA AD DE

CURB BASI N 03

SIG N G E A 0

WA T E R B A SI N 31

SQUITE ME TR

S EE

4

PUBLIC SEATING PERMUTATIONS

98’’

36”

48” 36”

adult seat

SIDEWALK

OPTION 1

98’’

98”

36”

adult seat

SECTION DET

SIDEWALK

OPTION 2 98’’

76”

36”

child seat

OPTION 3

SIDEWALK

32

adult seat

A B C D E CONCRETE 01

ETE CR

02 PE

EABLE CO N RM

0

TAIL

0

0

8’

5’

5’

12’

5’

12’

5’

5’

8’

access drive 4

33

SQUITE ME TR

S EE

6

CAL AGA LO V

E

5

CAL SHR LO U

BS

4

RM BE

03 SI

LK / RO WA AD DE

NETWORK IMPACT 80% Retained 20% OUTFLOW Existing Infrastructure

Grant Rd

Speedway Blvd

New Infrastructure

Fifth St

Existing Infrastructure

Sidewalk Berm 4360 SF

Roundabout, Curb, Median Basin 5784 SF

Street Curb Basin 8736 SF

CHRISTMAS

LE INFRASTRU C EAB

RE TU

PER M

Broadway Blvd

100% INFLOW

1000-2000 cf

55% Outflow Inflow

INO

CAM

NTE

M

O IRAM

500-1000 cfs <500 cfs

EL CON Neighborhood Wash

34

<50

Neigh W

Ft. Lowell Rd

A B C D E

WASH

fs

IVER

R RILLITO

00 cfs

hborhood Wash

35

D. The Vision

36

A B C D E

37

NEIGHBORHOOD APPROACH At the intersection of 2nd Street and Camino Miramonte, there will be a roundabout that will serve as the first vehicular buffer before entering into the R-1 (low-density residential) zone. The vehicle will naturally slow down and become aware of itâ&#x20AC;&#x2122;s context.

Solar street lighting will illumate the pathways and road for visual safety while promoting sustainability.

Signage will also be implemented in the roundabout providing a welcoming presence into the neighborhood.

During a rain event, the stormwater will flow into the curb, median, and roundabout basins. Any overflow will flow outward by way of curb cuts.

38

A B C D E

39

NEIGHBORHOOD PEDESTRIAN PATH Traveling southward along Camino Miramonte, the pedestrian path promotes walkability by incorporating designated pathways, seating, and shade.

The sidewalk and bike path are made with pervious materials like permeable concrete to allow any runoff to flow downward into the earth. Any residual overflow will flow into the road and is collected by the median berms and roundabouts.

The median berm is broken up in designated areas to respond to existing residential access drives.

There are curb cuts along the median to accept any runoff that pass the permeable boundary edges.

40

A B C D E

41

NEIGHBORHOOD INTERSECTION A typical intersection beyond 2nd street will incorporate custom signage to promote wayfinding and provide unique character to the neighborhood.

At the intersection corner, there will be curb basins that will collect any runoff flowing along the edge of the normal crown road side streets.

To engage bicycle safety, pavement markers, materiality change, and designated lanes clearly separate the bike and vehicular paths.

42

A B C D E

43

D. Appendix

44

BUDGET

A B C D E

45

LOW OPTION: NEIGHBORHOOD BLOCK KIT OF PARTS KIT OF PARTS: OPTIONS

Infrastructure List BASINS

INFRASTRUCTURE Typologies

Curb

BERMS

Retention

Natural

PATHS Roundabout

Street

Bike

Pedestrian

NeighborCats Eye hood Sign

Solar

Street Signs

Sidewalk Seats

A

BASINS AND BERMS

SIGNAGE/SEATING SHADE

LIGHTING

Natural

LOW OPTION 1

EXISTING

B

The infrastructure assembly will be deployed throughout the entire street. The blocks shown are typological pieces that show an existing parcel condition with infrastructure from the Kit of Parts. The blocks depict an example assembly that are appropriate for the Option shown.

berm cut

N

E

SIG

E KD

OC

BL

ED

W NE

S PO

SIDE

2

CA

MI

EX

NO

IST

ING

MI

RA

ST OR

M

1

I

IST

EX

NG

NT

PIP

E

E

B. retention

ET

RE

ST

AY DW

EE

SP

MO

ST

FIR

ET

JO

RE

ST

NE

S

BO

UL

EV AR

D

ET

RE

ST

T

0’

7 24

ET

RE

EE

STR

ST

C

SE

B. natural berm

ET RE ST

D ON

E

RN

HO

WT HA

TE

0

NT

MO

GE

ED

8 24

F.

D

IR

TH

ET

RE

ST

MIRAMON

JO

NE

TH UR

FO

IVE

TE

CR

ES

T

S

A LT

AA

CA

cat’s eye pedestrian

BO

UL

EV AR

D

RR

DR

D. non-permeable concrete

MI

NO

TH

FIF

ET

RE

ST

‘

90

24

road cat’s eye

D

MATERIAL

non permeable concrete

F

PATHS

curb condition

C

4

trees

2

B.

drain cut

E.

ET

STRE

O

PR

B

SHADE AND LIGHTING

1

curb cut

natural berm

CURB CUTS

1

Specific locations for each Kit of Part varies per specific parcel location. All infrastructure options are shown only for conceptual clarity.

A.

4

curb condition basin

46

pedestrian path or sidewalk

LOW OPTION: MASTER PLAN

A THIRD B C STREET D E

SPEEDWAY BLVD

2480’

TE ON

FIRST STREET

M

M IRA

NOT IN SCOPE

EDGEMONT

CREST DRIVE

NOT IN SCOPE

2470’ 2ND STREET

LEGEND

JONES

BOULEVARD

FOURTH STREET

INFRASTRUCTURE Street Access

Electrical Poles Hydrants Stormwater Drains

HAWTHORNE STREET

Existing Landscaping Roof Gravel/Earth Pedestrian Path Side Street Basin

CAMINO

Existing Trees

Retention Basin

THIRD STREET

FIFTH STREET

47

40’

160’

E SPEEDWAY BL

< 0.2

N PALO VERDE BL

0.2 - 0.5 1.0 - 2.0 2.0 - 3.0 3.0 +

NC AM INO

E EDGEMONT ST

MI

N CREST DR

E 4TH ST

E 4TH ST

E BUNELL ST

N JONES BL

E TERRA ALTA BL

E 5TH ST

E TERRA ALTA BL

N RICHEY BL

E 4TH ST

E NT MO

RA

E 4TH ST

N PALO VERDE BL

E 3RD ST

E 3RD ST

N BENTLEY AV

0.5 - 1.0

E 2ND ST

N HOLLY PL

E HAWTHORNE ST

Camino Miramonte (#4)

With_Depth

N JONES BL

N ANDERSON BL

E HAWTHORNE ST

E 2ND ST

N COUNTRY CLUB RD

E 2ND ST

E 1ST ST

Legend 3hr100yr

N HOLLY AV

E 1ST ST

E 1ST ST

N PALO VERDE BL

CHRISTMAS WASH FLOOD VOLUMES

E 5TH ST

¯

0

200

400

1 inch = 400 feet

800 Feet

Christmas Wash Watershed Site #4 - North Camino Miramonte Date: 8/22/2018

48

TE ON M IRA

EXISTING SITE PLAN

A THIRD B C STREET D E

M

SPEEDWAY BLVD

2480’ EDGEMONT

NOT IN SCOPE FIRST STREET

DRIVE

NOT IN SCOPE

LEGEND

FOURTH STREET

2ND STREET INFRASTRUCTURE Street Access

CREST

Electrical Poles

BOULEVARD

2470’

JONES

Hydrants Stormwater Drains Existing Trees Existing Landscaping Roof

HAWTHORNE STREET

O AM

NT

E

CAMINO

Gravel/Earth

MI

R

THIRD STREET

FIFTH STREET

49

40’

160’