Project Narrative - PAD Zoning Proposal
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67 FLATS & JUNIPER SQUARE
Planned Area Development
ZON22-04
+/- 29.78 Gross Acres
Located at the Northwest Corner of 67th Avenue & Maryland Avenue
First Submittal:
Second Submittal:
Third Submittal:
City Council Adopted:
March 16, 2022
June 27, 2022
August 22, 2022
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Planned Area Development Disclaimer
A Planned Area Development (“PAD”) is intended to be a stand-alone set of zoning
regulations for a particular project. Provisions not specifically regulated by the PAD are
governed by the City of Glendale (“City”) Zoning Ordinance. A PAD includes substantial
background information to illustrate the intent of the development. However, these purpose
and intent statements are not necessarily requirements to be enforced by the City. The PAD
only modifies zoning ordinance regulations to fit the unique character of the project, site
characteristics, and location. It does not modify other City Codes or requirements.
Additional public hearings may be necessary, such as, but not limited to, right-of-way
abandonments.
This PAD will provide the set of regulatory zoning provisions designed to guide the
implementation of the overall development plan through the City of Glendale development
review and permit process. The provisions provided within this PAD shall apply to all
property within the PAD project boundary. The zoning and development standards provided
herein shall amend the various noted provisions of the City of Glendale Zoning Ordinance
(as adopted and periodically amended). In the event of a conflict between a use, a
development standard, or a described development procedure between the City of Glendale
Zoning Ordinance and the PAD, the PAD shall prevail.
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Principals & Development Team
Property Owner:
6504 N 67TH AVENUE LLC
4737 N. Placita de Concha
Tucson, AZ 85745
Applicant/Developer:
Development Team:
Dominium Inc.
Rodrigo Dorador Madrigal
Development, Mountain West Region
9000 East Pima Center Pkwy., Suite 350
Scottsdale, Arizona 85258
623 / 265.5772
rodrigo.dorador@dominiuminc.com
Todd + Associates
Gary Todd
Brent Bieser
4019 North 44th Street
Phoenix, Arizona 85018
602 / 952.8280
GTodd@toddassoc.com
bbieser@toddassoc.com
Hunter Engineering
Daniel Leone, PE
10450 North 74th Street, Suite 200
Scottsdale, Arizona 85258
480 / 991.3985
dleone@hunterengineeringpc.com
Lōkahi, LLC
Jamie Blakeman, PE, PTOE
10555 North 114th Street, Suite 105
Scottsdale, Arizona 85259
480 / 536.7150
Jamie@lokahigroup.com
Gammage & Burnham PLC
Susan E. Demmitt, Esq.
Ashley Z. Marsh, Esq.
Dennis M. Newcombe, Senior Planner
40 North Central Avenue, 20th Floor
Phoenix, Arizona 85004
602 / 256.4456 - edemmitt@gblaw.com
602 / 256.4443 - amarsh@gblaw.com
602 / 256.4446 - dnewcombe@gblaw.com
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Table of Contents
Section 1.
Overview / Purpose & Intent ................................................................................................. 5
Section 2.
Existing Site Conditions ........................................................................................................... 7
Section 3.
Land Use Plan & Conceptual Site Plan ............................................................................. 8
a. Conceptual Site Plan .............................................................................................................................. 8
Section 4.
PAD Findings ........................................................................................................................... 11
Section 5.
Permitted Uses .......................................................................................................................... 12
Section 6.
Development Standards ........................................................................................................ 13
Section 7.
Signs Standards ......................................................................................................................... 17
Section 8.
Vehicular Circulation, Parking & Connectivity ........................................................... 17
Section 9.
Utilities and Services .............................................................................................................. 18
Section 10.
Phasing .................................................................................................................................... 18
Section 11.
Conclusion ............................................................................................................................. 18
List of Exhibits
Exhibit 1. Land Use Map
Exhibit 2. Valley Metro Bus Stops
Exhibit 3. Conceptual Site Plan
Exhibit 4. Conceptual Landscape Plan
Exhibit 5. Conceptual Renderings
Appendix
Appendix A. Traffic Impact Study
Appendix B. Parking Master Plan
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Section 1.
Overview / Purpose & Intent
Juniper Square and 67 Flats, the proposed new residential developments located in Glendale,
AZ will be owned and managed by Dominium—one of the nation's largest and most
innovative development companies focused on workforce and senior housing communities.
Dominium's proven approach is to focus on meeting the needs of any given community by
fulfilling a need for housing while also providing excellent living experience for its residents.
Dominium takes pride in designing architecturally beautiful communities with high-quality
finishes and amenities and providing excellent customer service that create long-term value
for its residents, cities, and its financial stakeholders. Dominium’s superior reputation is built
on a 50-year track record in developing and managing residential rental communities, and by
2025, the company expects to be the country’s pre-eminent private developer, owner, and
property manager of workforce and senior housing.
Dominium looks forward to being a Glendale property owner and neighbor while providing
two (2) desperately needed, quality rental communities to the neighborhood, the adjacent
Glendale Centerline Overlay District, and the City of Glendale at large.
The 67 Flats and Juniper Square PAD proposes to rezone approximately 29.78 gross acres (26.75
net acres) of vacant/agricultural land located at the northwest corner of 67th Avenue and
Maryland Avenue, specifically 6504 North 67th Avenue (the “Property”), from R-4 Multiple
Residence to Planned Area Development (“PAD”). See below Aerial Map for reference.
The purpose of this PAD is to facilitate the development of two (2) high-quality, senior and
family-oriented multifamily residential communities on the Property. The two (2) integrated
communities have been designed with an emphasis on the living experience for each
demographic highlighting walkability and the pedestrian experience, connectivity to transit,
quality/interesting architecture along with appropriate building scale, and a visually
interesting streetscape.
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Specifically, the 67 Flats and Juniper Square PAD proposes to develop a 605-unit multifamily
residential community, comprised of 221 age-restricted, independent senior living units for
adults 55 years and older and 384 multifamily residential units. See below the Proposed
Conceptual Site / Landscape Plan for reference.
Juniper Square, the senior living community, will be developed as two, 4-story buildings
wrapping an expansive courtyard that includes a pool, spa, and engaging indoor amenities
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that include a clubhouse, a salon, a movie theater, a library, a card and craft room, and a
fitness center along with other active and passive open spaces and amenities for residents. 67
Flats, the family-oriented multifamily residential units, is planned as a series of 3-story
buildings, in a gated setting, designed around community amenities such as a clubhouse,
community pool, spa, indoor amenities that include open spaces and fitness/play areas that
encourage an active and healthy lifestyle for adults and children. The 67 Flats and Juniper
Square PAD includes specific design guidelines and development standards that take their cue
from urban design principles and address the relationship between the buildings’ facades,
form, and scale and the public realm.
Goals & Objectives. The goals and objectives of the 67 Flats and Juniper Square PAD include:
▪ Activate a vacant, underutilized property with a multifamily residential development
at an appropriate density adjacent to two (2) major roadways.
▪ Provide attainable housing opportunities that support a variety of demographics
through all stages of life.
▪ Provide enhanced pedestrian amenities, including shade, landscape, street furniture,
and way finding signage that promote pedestrian activity through a more vibrant,
comfortable environment.
▪ Encourage architecture and design guidelines that create a unique sense of place.
▪ Provide usable active and passive open spaces.
▪ Promote development standards that allow for transit-oriented development.
▪ Increase the economic vitality of the area as well as supporting the surrounding
commercial and service uses with complementary high density residential
development.
Section 2.
Existing Site Conditions
The Property is a rectangular configuration comprised of approximately 29.78 gross acres of
land immediately bounded by 69th Avenue, a local roadway to the west, Maryland Avenue,
a major collector roadway to the south, 67th Avenue, a minor arterial roadway to the east,
and Summerhill Place, three-story apartments to the north. See Exhibit 1: Land Use Map.
The Property is comprised of three (3) parcels, Maricopa County Assessor Parcel Numbers:
144-05-008A, 144-05-009A and 144-05-010C. The Property is generally flat and does not
include any significant topographical or natural features and is currently vacant/agricultural
use. The Property is approximately a half-mile south of Glendale Avenue, 1.4 miles west of
U.S. 60 / Grand Avenue, and 3.5 miles east of the Loop 101 freeway.
The Property has direct access to both 67th and Maryland Avenues. The adjacency to these
roads is an especially important feature for an attainable housing community because
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automobile ownership is typically lower and multimodal uses are important for mobility (e.g.,
walking, biking, buses, rideshare, etc.). Specifically, the Valley Metro bus route 67 is
immediately accessible directly north of the Property and across 67th Avenue at the southeast
corner of the Property. There are total of 46 Valley Metro Bus Stops within approximately
one mile of the Site, 18 of which are within ¼ mile of the Site. See Exhibit 2: Valley Metro
Bus Stops. The Site is ideally positioned to capitalize on safe and convenient public transit
access.
The surrounding development and existing land uses at 67th Avenue and Maryland Avenue
include the Park at Westgate Apartments at the southwest corner (zoned R-4), the West
Glendale Baptist Church at the southeast corner (zoned R-4), and the Dollar Dealz store at
the northeast corner (zoned C-2).
There are also one and two-story single-family homes bordering the west side of the Property.
The proposed conceptual site plan considers the surrounding context and includes specific
design measures to address appropriate vehicle and pedestrian access, building/landscape
setbacks, open space/amenities, and height of buildings. For instance, the project provides
no vehicular access drives onto 69th Avenue to provide a sensitive design transition to the
single family homes to the west as well as a landscape.
The proposed multifamily residential housing development is consistent with the existing land
use fabric, and along with the senior living, provides a nice mix of uses onsite and fills a need
in the area. Moreover, it will provide a compatible, transitional buffer to the single-family
homes to the west and provide needed housing/street/landscaping improvements within this
area of Glendale.
Section 3.
Land Use Plan & Conceptual Site Plan
a. Conceptual Site Plan
The proposed conceptual site plan for the Property calls for two (2) separate residential
communities on the Property. These include a 221-unit senior living community and a
384-unit family-oriented multifamily community. The communities will be cohesively
developed through an integrated site plan. See Exhibit 3: Conceptual Site Plan and
Exhibit 4: Conceptual Landscape Plan.
Senior Living Community (Juniper Square). An age-restricted independent senior living
community is proposed in the southeast quadrant of the Property, on approximately
8.22 net acres, with frontage along N. 67th Avenue and W. Maryland Avenue. The
senior living community will include 221 dwelling units in two, 4-story buildings.
• 66 one-bedroom units
• 131 two-bedroom units
• 24 three-bedroom units
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Family-Oriented Multifamily Residential Community (67 Flats). A family-oriented
multifamily residential community is proposed on the western approximately 18.53
net acres of the Property with primary frontage along both W. Maryland Avenue and
secondary frontage along N. 67th Avenue. The family-oriented community will
include 384 dwelling units within a series of fourteen 3-story buildings. Dwelling units
will be comprised of one-, two-, and three-bedroom configurations. Seven buildings
are along the southern border of the existing Summerhill Place 3-story apartments,
buffered by a 10’ landscape setback and drive aisle. Additionally, two buildings front
along W. Maryland Avenue. Resident parking is available all along the perimeter of
67 Flats, with additional parking islands located north of the multi-use area and west
of Juniper Square.
• 12 one-bedroom units
• 204 two-bedroom units
• 168 three-bedroom units
The 67 Flats and Juniper Square PAD gives specific attention to the building façade, which
includes the placement of “heavier” materials with larger grain textures at the bottom of the
façade, with “lighter” materials at the top. The ground and second floor building materials
and finishes include plank lap siding, smooth face CMU, and metal, with an emphasis on
fine-grained scale and texture. Additionally, the façade integrates into the existing context of
the area by breaking up the volume of the overall building, proportions, and height into a
series of small sub-volumes through the “pushing and pulling” of the façade plane and by
creating the appearance of a grouping of small structures through the use of textures,
materials, details, colors, and other architectural elements. This façade is also expressed in
other ways which help to establish an appropriate scale in relation to the context, including a
rhythm and pattern of windows and defining the position of each floor through horizontal
expression lines, awnings, and balconies. See illustrative examples below and Exhibit 5:
Conceptual Renderings.
Amenities will be strategically located in courtyard settings and are typically planned to
include a clubhouse, pool and spa, ramada, fire table/pit, barbeque area, and turf open space
areas. For example, Juniper Square will provide several indoor amenities, such as: a
clubhouse, a salon, a movie theater, a library, a card and craft room, and a fitness center.
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Pedestrian pathways are provided throughout the site with multiple pedestrian corridors
established to the public streetscape and adjacent properties. Guest parking is provided
throughout with gated access for the residents, employees, and their guests. More specifically,
access to the senior living facility will occur off N. 67th Avenue. A gated access drive is
provided off of W. Maryland Avenue in the southwest portion of Juniper Square.
A Traffic Impact Study and Parking Master Plan have been completed and provided with this
67 Flats and Juniper Square PAD. See Appendices A & B. The Traffic Impact Study’s findings
show that the proposed development compliments the surrounding traffic patterns and will
have minimal impact on the surrounding urban area. Albeit with any new
development/changes within urban infill areas traffic increases and traffic patterns change,
which traffic adjustments may be needed. With that said, mitigation of traffic movements
can be assisted via adjustments to the traffic signals timing along with the growth/use of Smart
Traffic Solutions (i.e., digital solutions) as well as with building a decel lane as warranted.
With regards to the Parking Master Plan, the objective was to establish that the 735
multifamily parking spaces and 318 senior living parking spaces (i.e., a total of 1,053 parking
spaces) onsite are appropriate for these two (2) types of users. Below is the table from the
Parking Master Plan showing the City of Glendale’s parking requirements.
Pursuant to the traffic report, which is based on reviews of both the technical data, the Urban
Land Institute (ULI) publication Shared Parking, 3rd Edition, and comparable developments
within the area, the proposed 67 Flats 735 parking spaces and the proposed Juniper Square
with 318 parking spaces will provide sufficient parking. Moreover, the availability of
multimodal uses (e.g., walking, biking, buses, rideshare, etc.) with this existing urban area
assists with mobility and limits the need for an automobile.
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Section 4.
PAD Findings
A.
Encourage residential development to provide a mixture of housing types and design.
The intent is to rezone the Property to PAD to allow for more housing opportunities
within the City Glendale. The proposed increased building height and parking
deviations, previously noted, as well as other minor development deviations are
consistent in size and scope with the surrounding area. Specifically, the 67 Flats
portion of the Property has a density of 19.11 du/gross acre and the Juniper Square
portion has a density of 22.81 du/gross acre. When considered separately, the density
of the 67 Flats portion of the Property is in conformance with the existing General
Plan land use designation, however, the density of the Juniper Square portion slightly
exceeds the allowable density under the current General Plan. Thus, a Minor General
Plan Amendment application (Companion Case Number GPA22-04) has been
submitted to change the land use designation of approximate 14.894 gross acres
(13.084 net acres) of the eastern portion along 67th Avenue of the Property from High
Density Residential: 12.0 – 20.0 du/ac (HDR 20) to High Density Residential 20.0 –
30.0 du/ac (HDR 30) in order to address the density as well as to provide a
reasonable/logical transition/buffer.
The proposed overall development plan will provide 605 homes to this market that is
desperately short of housing diversity. The PAD’s flexible design/development
standards make this a better living experience for seniors and families, i.e., lower
walking distances, indoor/outdoor amenities, open space, buffers, etc. creating the
need for some development deviations. Moreover, the 67 Flats and Juniper Square PAD
provides a better overall design solution addressing the existing opportunities and
constraints associated with building within a fully developed environment; for
example, by increasing height slightly allows for more open space/amenities/buffers
from single-family homes than would typically be allowed under the standard R-4
zoning district for families and their children.
B.
Encourage innovative development or development concepts for all land use types to provide a
greater variety and intensity of uses.
This provision of the PAD recognizes the need for a “greater … intensity” of uses.
Residents are the key to bringing energy to areas of the City which lack investment.
Moreover, housing options for seniors and families be located in close proximity to
public transit (i.e., buses), can help mobility for residents and increased ridership for
transit). The PAD zoning standards meet many of the R-4 development standards
with only a few slight modifications to fit within this urban infill Property.
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C.
Provide a process which relates the urban design and scale of project to the unique characteristics
of the site.
The 67 Flats and Juniper Square PAD will accommodate the urban design and
appropriate scale of the unique characteristics of the Property through vertically
integrated buildings which require height allowances that only the PAD can provide.
Deemphasizing the role of the automobile, by eliminating unnecessary parking, will
further the urban design of the site and create a more walkable and transit-oriented
design footprint.
D.
Require the nature and intensity of development to be supported by adequate utilities,
transportation, drainage, and common open spaces to serve the development and to minimize
impact on existing or future adjacent development.
The 67 Flats and Juniper Square PAD will “plug-in” to the existing built infrastructure,
utilities, transportation, and meet their onsite drainage and open space needs without
impact to their surrounding neighboring properties. Most importantly, the activation
of this Property with a residential use will attract new residents, improve safety,
encourage new investments in the area, and ultimately generate a tax base for the City
of Glendale through increased spending in local businesses.
Section 5.
Permitted Uses
Permitted Uses, Temporary Uses, and Accessory Uses shall comply with R-4 zoning district.
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Section 6.
Development Standards
Development Standards. The following development standards serve as the framework for the
Project and support the level of intensity and building form that best integrates this
community with surrounding area, while facilitating an urban, pedestrian-supported
development adjacent to existing multifamily apartments and roadways.
Standard
Existing (R-4)
Development
Standards
Juniper Square (Senior
Living)
Proposed Development
Standards
67 Flats
(Family Apartments)
Proposed Development
Standards
Minimum Net Lot
Area:
6,000 SF
6,000 SF
6,000 SF
Minimum Width:
60 feet
60 feet
60 feet
Minimum Depth:
94 feet
94 feet
94 feet
Density and
Number of
Dwelling Units:
20 units per gross
acres
596 units
22.81 du/gross acres
221 units
(605 units maximum for
the overall site)
19.11 du/gross acres
384 units
(605 units maximum for
the overall site)
Combined Parcel
Density:
20.31 du/gross acres
Internal
Building/Landscape
Setbacks:
Building and landscape setbacks from internal
property
lines
within
the
approved
overall
conceptual site plan shall not apply. Any shared
easements shall be dully recorded and provided to
staff upon request.
Building Height:
(the vertical distance
measured from the
finished grade level
to the highest level of
the building):
30 feet, two story
maximum for
principal buildings
4-story
or
52’-6”
maximum
3-story
or
40’-0”
maximum
Minimum Perimeter
Setback:
20 feet, increase 1
foot to 1-foot ratio
for buildings over
20 feet
20’-0”
20’-0” (38’-0” reqd. by
ordinance except
Building 1 with 20’-0”
setback at east property
line)
Front:
20’, Setbacks
increase 1 foot to
1-foot ratio for
buildings over 20
feet.
20’-0” (67th Avenue)
20’-0” (Maryland)
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Standard
Existing (R-4)
Development
Standards
Juniper Square (Senior
Living)
Proposed Development
Standards
67 Flats
(Family Apartments)
Proposed Development
Standards
Street Sides:
20’, Setbacks
increase 1 foot to
1-foot ratio for
buildings over 20
feet.
20’-0”*
(Maryland Avenue)
20’-0” (69th Avenue)
20’-0” (67th Avenue)
*Exception: School bus
stop shelter shall be
allowed within 5’ of the
property line and
outside any vehicular
visibility triangles.
Review and approval by
the City.
Side:
20’, Setbacks
increase 1 foot to
1-foot ratio for
buildings over 20
feet.
20’-0” feet
(North Property Line)
20’-0”
(East Property Line)
Rear:
20’, Setbacks
increase 1 foot to
1-foot ratio for
buildings over 20
feet.
49 feet
(West Property Line)
38 feet
(North Property Line)
Accessory Building
Setbacks:
Per Section 7.301
of the Glendale
Zoning Ordinance
Per Section 7.301 of the
Glendale Zoning
Ordinance
Per Section 7.301 of the
Glendale Zoning
Ordinance
Setback Exceptions:
Carport/canopy roofs may encroach up to 2-feet into required setbacks.
Private Open Space: 100 SF per
dwelling unit
Minimum of 60 SF per
dwelling unit
Minimums:
One Bedroom: 60 SF
Two Bedroom: 80 SF
Three Bedroom: 85 SF
Public Open Space:
30% exclusive of
parking areas
32.3% exclusive of
parking areas
30.4% exclusive of
parking areas
Lot Coverage:
50% Maximum
29.2% Provided*
*Excludes parking
canopies/carports.
27.7% provided*
*Excludes parking
canopies/carports
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Standard
Existing (R-4)
Development
Standards
Juniper Square (Senior
Living)
Proposed Development
Standards
67 Flats
(Family Apartments)
Proposed Development
Standards
Parking:
Multi-family
Parking:
•Studio or 1
Bedroom: 1 space
per unit
•2 or more
Bedrooms: 2
spaces per unit
•1 Designated
guest space for
every 3 units
Senior Parking:
0.40 space per unit
----
0.53 per dwelling unit
1.61 per dwelling unit
Parking Spaces:
10’ x 20’
9’ x 20’
9’ x 20’
Walls:
6’ on property lines 6’-0” masonry screen
wall @ shared property
boundaries.
3’-0” parking masonry
screen wall with 3’-0”
view fence over the
masonry
screen
wall
adjacent to public rights-
of-way.
Optional up to 6’-0”
view fencing allowed at
locations
without
parking
adjacent
to
public rights-of-way and
not adjacent to shared
property boundaries.
6’-0” masonry screen
wall @ shared property
boundaries.
3’-0” parking masonry
screen wall with 3’-0”
view fence over the
masonry
screen
wall
adjacent to public rights-
of-way.
Optional up to 6’-0”
view fencing allowed at
locations
without
parking
adjacent
to
public rights-of-way and
not adjacent to shared
property boundaries.
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Standard
Existing (R-4)
Development
Standards
Juniper Square (Senior
Living)
Proposed Development
Standards
67 Flats
(Family Apartments)
Proposed Development
Standards
Parking
Garages,
Canopies/Carports:
Garages
are
encouraged.
Complexes larger
than 150 dwelling
units are required
to provide garages
for 25% of the
required parking.
No garages required.
Parking
canopies/carports shall
be provided.*
* Exception for Solar
Covered Parking: To
encourage
energy
sustainability and shade,
the use of solar energy
collectors for the purpose
of providing energy may
be provided with or as a
part of the installation of
parking canopies. The
required
landscape
islands and landscaping
requirements within the
parking area shall not be
required to facilitate the
installation and use of
solar covered parking
canopies. Additionally,
solar canopies shall be
able to project 2’ into the
landscape setbacks and
requirements
to
accommodate
such
canopies.
No garages required.
Parking
canopies/carports shall
be provided.*
Exception
for
Solar
Covered Parking: To
encourage
energy
sustainability and shade,
the use of solar energy
collectors
for
the
purpose of providing
energy may be provided
with or as a part of the
installation of parking
canopies. The required
landscape islands and
landscaping
requirements within the
parking area shall not be
required to facilitate the
installation and use of
solar covered parking
canopies. Additionally,
solar canopies shall be
able to project 2’ into the
landscape setbacks and
requirements
to
accommodate
such
canopies.
Patios:
75 sq. ft. Minimum Minimum of 60 SF per
dwelling unit.*
* Depending on unit
size.
Minimums:
One Bedroom: 60 SF
Two Bedroom: 80 SF
Three Bedroom: 85 SF
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Standard
Existing (R-4)
Development
Standards
Juniper Square (Senior
Living)
Proposed Development
Standards
67 Flats
(Family Apartments)
Proposed Development
Standards
Minor
Amendments:
A minor amendment to the PAD shall constitute a deviation that
decreases of any of the following: required setbacks, landscaping, or open
space and any increases in lot coverage, buildings/walls/fencing heights
due to grade changes, architectural embellishments, and/or for screening
purposes by no more than 10%. A minor amendment to the PAD shall
be reviewed by all affected City departments and agencies and shall be
approved administratively.
Section 7.
Signs Standards
Signage will conform to the City of Glendale’s Sign Ordinance.
Section 8.
Vehicular Circulation, Parking & Connectivity
Vehicular Circulation & Parking. Primary vehicular access to both communities will be
provided to Juniper Square along N. 67th Avenue, and to 67 Flats along W. Maryland
Avenue.
Upon arrival, residents and guests will be greeted by a landscaped boulevard-type entryway
leading to a roundabout that serves as an entry focal point. The entryway and roundabout
will be finished with enhanced hardscape, such as colored and/or stamped concrete or pavers,
along with community and wayfinding signage. Second points of gated, vehicular access are
provided along W. Maryland Avenue for Juniper Square (in the southwest portion of the
development) and along N. 67th Avenue for 67 Flats (in the northeast portion of the overall
Property). The primary and secondary vehicular access drives connect guests to visitor
parking planned adjacent to the family-oriented residential community clubhouse and the
senior living community lobby/leasing office. Parking, which includes a total of 1,049 spaces
between the communities, will be surface or covered surface parking spaces.
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Section 9.
Utilities and Services
Public Utilities and Services Table
Utility
Provider
Water
City of Glendale
Sewer
City of Glendale
Gas
Southwest Gas
Communications
Cox Communications
Refuse
City of Glendale
Law Enforcement
City of Glendale
Fire and Emergency Medical Services
City of Glendale
Electric
SRP
Telephone
Cox Communications
Section 10.
Phasing
The two (2) communities may be constructed in various development phases, depending on
market conditions and Property/site constraints. Plans for each phase, if necessary, will be
submitted to the city for review to ensure proper and orderly development.
Section 11.
Conclusion
The City of Glendale has invested significant infrastructure resources towards encouraging
and providing a sustainable, stable, and long-term residential component throughout the City
as well as retail/commercial, employment, recreational, and transportation components. The
proposed 67 Flats and Juniper Square PAD urban infill residential development will capitalize
on and broaden the residential types and living opportunities offered within this immediate
area as well as support existing retail/new businesses. Moreover, this proposed development
will be catalyst for additional sustainable and appropriate development/redevelopment in the
immediate area, in the Glendale Centerline Overlay District, and beyond in whatever form
that may take (i.e., residential, retail, office, retail, etc.).
The proposed 67 Flats and Juniper Square PAD will facilitate a new mixed residential rental
development meeting the community’s needs within the City of Glendale. Dominium is
10957.8.3082035.5
19
excited to bring this mixed housing development to this vacant, urban infill site. By removing
a vacant/agricultural site (i.e., also an attractive nuisance) and replacing it with needed
family/senior residential housing will help transform the neighborhood and provide
accessible homes so desired. In summation, this proposed development will fulfill both the
needs of the City of Glendale and the immediate area in many ways (i.e., new development,
new housing type, reinvestment, quality, increased revenue, and greater security). The
proposed development standards within the 67 Flats and Juniper Square PAD along with design
will provide a buffer and transition that mitigates any potential impacts to the existing built
environment.
10957.8.3082035.5
20
Exhibits
Exhibit 1
Land Use Map
W. GLENDALE AVE
N. 67TH AVE
W. BETHANY HOME RD
General Plan Land Use Map
Juniper Square and 67 Flats Project Site
Exhibit 2
Valley Metro Bus Stops
Subject
Property
Valley Metro Bus Stop
W. Glendale Avenue
N. 67th Avenue
W. Maryland Avenue
Bus Stops Within +/- 1 Mile and ¼ Mile of the Subject Property
¼ Mile Boundary
67 North/South
70 East/South
60 West
Bus Routes
Exhibit 3
Conceptual Site Plan
W MARYLAND AVE
N 69TH AVE
N 67TH AVE
SENIOR
4 STORY
LEASING /
CLUBHOUSE
@ FIRST
LEVEL
POOL
SPA
CLUBHOUSE
FITNESS
BLDG 2
TYPE I
3 STORY
BLDG 3
TYPE III
3 STORY
BLDG 14
TYPE I
3 STORY
BLDG5
TYPE I
3 STORY
BLDG 10
TYPE I
3 STORY
BLDG 11
TYPE II
3 STORY
BLDG 7
TYPE I
3 STORY
BLDG 4
TYPE I
3 STORY
BLDG 12
TYPE I
3 STORY
BLDG 9
TYPE I
3 STORY
BLDG 13
TYPE I
3 STORY
BLDG 1
TYPE II
3 STORY
BLDG 6
TYPE II
3 STORY
BLDG 8
TYPE I
3 STORY
POOL
SPA
MULTI USE
AREA
MULTI USE
AREA
MULTI USE
AREA
MULTI USE
AREA
W SIERRA VISTA DR
R-4
MULTI-FAMILY
R1-6
SINGLE FAMILY
R1-6
SINGLE FAMILY
R1-6
SINGLE FAMILY
R1-6
SINGLE FAMILY
R-4
R-4
MULTI-FAMILY
MULTI-FAMILY
M-1
R-4
R-4
R-4
R-4
C-2
RETAIL
R-4
CHURCH
RETAIL
ENTRY
55' ROW
55' ROW
35'
ROW
30'
ROW
80' ROW
GATE
GATE
GATE
GATE
GATE
59'-0"
50'-0"
PARCEL LINE
38'
49'
59'
20'
38' SETBACK FOR 3 STORY
+1':1' BLDG HGT OVER 20'
48'
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
EXISTING 6' CMU WALL
6' CMU WALL
6' CMU WALL
20' SETBACK
20' SETBACK
10' LANDSCAPE
SETBACK
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
38' SETBACK FOR 3 STORY
+1':1' BLDG HGT OVER 20'
38' SETBACK FOR
3 STORY
+1':1' BLDG HGT
OVER 20'
49' SETBACK FOR 4 STORY
+1':1' BLDG HGT OVER 20'
38' SETBACK FOR 3 STORY
+1':1' BLDG HGT OVER 20'
CALL BOX
CALL BOX
71'-10"
35'
ROW
REFUSE PER
DTL. G-934
LOADING
LOADING
10' LANDSCAPE
SETBACK
8
8
6
9
9
9
4
10
10
10
6
9
8
9
9
10
10
10
8
11
8
8
9
7
4
10
10
7
8
5
10
6
10
4
4
10
10
8
10
10
10
7
10
10
8
4
10
10
10
8
9
6
7
7
9
8
8
7
9
5
5
10
10
8
8
7
5
5
8
8
7
8
10
10
10
8
9
10
7
7
10
4
3
10
8
5
10
PARCEL LINE
6' CMU WALL
GATE
10
20' SETBACK
MAINT.
BUILDING
9
8
9
8
7
7
6
6
6
CARPORT (TYP.)
10
8
8
7
7
10
5
10
9
8
10
10
10
9
9
9
8
7
9
9
8
5
9
10
10
40' ROW
OUTDOOR
KITCHEN
POOL
EQUIPT.
COMPACTOR
REFUSE &
RECYCLE
BUS
SHELTER
CARPORT (TYP.)
40' ROW
40'
VISIBILITY
TRIANGLES
DTL. G-448
VISIBILITY
TRIANGLES
VISIBILITY
TRIANGLES
49' SETBACK FOR
4 STORY
+1':1' BLDG HGT
OVER 20'
MONUMENT
SIGN (16'x6')
23'
8'
20' SETBACK
20' SETBACK
5'
GATE
4
11
7
8
7
7
CALL BOX
150'
MONUMENT
SIGN (16'x6')
MONUMENT
SIGN (16'x6')
MONUMENT
SIGN (16'x6')
MONUMENT
SIGN (16'x6')
10
44'
45'-0"
REFUSE PER
DTL. G-934
67'-2"
102'-0"
102'-0"
102'-0"
110'-6"
102'-6"
94'-0"
108'-2"
48'-3"
CONNECT
SIDEWALK
TO EXISTING
CONNECT
SIDEWALK
TO EXISTING
PEDESTRIAN
CONNECTIVITY
PEDESTRIAN
CONNECTIVITY
45'-0"
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
PEDESTRIAN GATE
10' LANDSCAPE
SETBACK
CALL BOX
20' SETBACK
6
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
PEDESTRIAN
CONNECTIVITY
PEDESTRIAN
CONNECTIVITY
PEDESTRIAN
CONNECTIVITY
PEDESTRIAN
CONNECTIVITY
455'
455'
16'
VISIBILITY
TRIANGLES
DTL. G-448
VISIBILITY
TRIANGLES
DTL. G-448
585'-0"
ARTERIAL
COLLECTOR
COLLECTOR
VISIBILITY
TRIANGLES
DTL. G-448
(SENIOR)
JUNIPER SQUARE
(FAMILY)
67 FLATS
CURB
SIDEWALK
6' WALL
CURB
SIDEWALK
6' OR 8' WALL
10'-8"
40'-8"
7'-6"
26'-4"
82'-3"
602-952-8280 / TODDASSOC.COM
+
TODD
ASSOCIATES
Preliminary Not For Construction
21-2052-02
67 Flats & Juniper Square
Glendale, AZ
REZONING RESUBMITTAL
AUGUST 19, 2022
FAMILY LIVING
SENIOR LIVING
SCALE:
0"
30'
60'
120'
1" = 60'-0"
CONCEPTUAL MASTER
DEVELOPMENT SITE PLAN
SITE DATA
VICINITY MAP
63RD AVE.
67TH AVE.
71st AVE.
59TH AVE.
GRAND AVE.
MARYLAND
HOME
GLENDALE
SITE
BETHANY
A.01
EXCEPTION FOR SOLAR COVERED PARKING:
TO ENCOURAGE ENERGY SUSTAINABILITY AND SHADE, THE USE OF
SOLAR ENERGY COLLECTORS FOR THE PURPOSE OF PROVIDING ENERGY
MAY BE PROVIDED WITH OR AS A PART OF THE INSTALLATION OF THE
PARKING CANOPIES. THE REQUIRED LANDSCAPE ISLANDS AND
LANDSCAPING REQUIREMENTS WITHIN THE PARKING AREA SHALL NOT BE
REQUIRED IN ORDER TO FACILITATE THE INSTALLATION AND USE OF
SOLAR COVERED PARKING CANOPIES.
08/22/22
W MARYLAND AVE
N 69TH AVE
N 67TH AVE
SENIOR
4 STORY
LEASING /
CLUBHOUSE
@ FIRST
LEVEL
POOL
SPA
CLUBHOUSE
FITNESS
BLDG 2
TYPE I
3 STORY
BLDG 3
TYPE III
3 STORY
BLDG 14
TYPE I
3 STORY
BLDG5
TYPE I
3 STORY
BLDG 10
TYPE I
3 STORY
BLDG 11
TYPE II
3 STORY
BLDG 7
TYPE I
3 STORY
BLDG 4
TYPE I
3 STORY
BLDG 12
TYPE I
3 STORY
BLDG 9
TYPE I
3 STORY
BLDG 13
TYPE I
3 STORY
BLDG 1
TYPE II
3 STORY
BLDG 6
TYPE II
3 STORY
BLDG 8
TYPE I
3 STORY
POOL
SPA
MULTI USE
AREA
MULTI USE
AREA
MULTI USE
AREA
MULTI USE
AREA
W SIERRA VISTA DR
R-4
MULTI-FAMILY
R1-6
SINGLE FAMILY
R1-6
SINGLE FAMILY
R1-6
SINGLE FAMILY
R1-6
SINGLE FAMILY
R-4
R-4
MULTI-FAMILY
MULTI-FAMILY
M-1
R-4
R-4
R-4
R-4
C-2
RETAIL
R-4
CHURCH
RETAIL
ENTRY
55' ROW
55' ROW
35'
ROW
30'
ROW
80' ROW
GATE
GATE
GATE
GATE
GATE
59'-0"
50'-0"
PARCEL LINE
38'
49'
59'
20'
38' SETBACK FOR 3 STORY
+1':1' BLDG HGT OVER 20'
48'
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
EXISTING 6' CMU WALL
6' CMU WALL
6' CMU WALL
20' SETBACK
20' SETBACK
10' LANDSCAPE
SETBACK
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
38' SETBACK FOR 3 STORY
+1':1' BLDG HGT OVER 20'
38' SETBACK FOR
3 STORY
+1':1' BLDG HGT
OVER 20'
49' SETBACK FOR 4 STORY
+1':1' BLDG HGT OVER 20'
38' SETBACK FOR 3 STORY
+1':1' BLDG HGT OVER 20'
CALL BOX
CALL BOX
71'-10"
35'
ROW
REFUSE PER
DTL. G-934
LOADING
LOADING
10' LANDSCAPE
SETBACK
8
8
6
9
9
9
4
10
10
10
6
9
8
9
9
10
10
10
8
11
8
8
9
7
4
10
10
7
8
5
10
6
10
4
4
10
10
8
10
10
10
7
10
10
8
4
10
10
10
8
9
6
7
7
9
8
8
7
9
5
5
10
10
8
8
7
5
5
8
8
7
8
10
10
10
8
9
10
7
7
10
4
3
10
8
5
10
PARCEL LINE
6' CMU WALL
GATE
10
20' SETBACK
MAINT.
BUILDING
9
8
9
8
7
7
6
6
6
CARPORT (TYP.)
10
8
8
7
7
10
5
10
9
8
10
10
10
9
9
9
8
7
9
9
8
5
9
10
10
40' ROW
OUTDOOR
KITCHEN
POOL
EQUIPT.
COMPACTOR
REFUSE &
RECYCLE
BUS
SHELTER
CARPORT (TYP.)
40' ROW
40'
VISIBILITY
TRIANGLES
DTL. G-448
VISIBILITY
TRIANGLES
VISIBILITY
TRIANGLES
49' SETBACK FOR
4 STORY
+1':1' BLDG HGT
OVER 20'
MONUMENT
SIGN (16'x6')
23'
8'
20' SETBACK
20' SETBACK
5'
GATE
4
11
7
8
7
7
CALL BOX
150'
MONUMENT
SIGN (16'x6')
MONUMENT
SIGN (16'x6')
MONUMENT
SIGN (16'x6')
MONUMENT
SIGN (16'x6')
10
44'
45'-0"
REFUSE PER
DTL. G-934
67'-2"
102'-0"
102'-0"
102'-0"
110'-6"
102'-6"
94'-0"
108'-2"
48'-3"
CONNECT
SIDEWALK
TO EXISTING
CONNECT
SIDEWALK
TO EXISTING
PEDESTRIAN
CONNECTIVITY
PEDESTRIAN
CONNECTIVITY
45'-0"
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
PEDESTRIAN GATE
10' LANDSCAPE
SETBACK
CALL BOX
20' SETBACK
6
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
PEDESTRIAN
CONNECTIVITY
PEDESTRIAN
CONNECTIVITY
PEDESTRIAN
CONNECTIVITY
PEDESTRIAN
CONNECTIVITY
455'
455'
16'
VISIBILITY
TRIANGLES
DTL. G-448
VISIBILITY
TRIANGLES
DTL. G-448
585'-0"
ARTERIAL
COLLECTOR
COLLECTOR
VISIBILITY
TRIANGLES
DTL. G-448
(SENIOR)
JUNIPER SQUARE
(FAMILY)
67 FLATS
CURB
SIDEWALK
6' WALL
CURB
SIDEWALK
6' OR 8' WALL
10'-8"
40'-8"
7'-6"
26'-4"
82'-3"
602-952-8280 / TODDASSOC.COM
+
TODD
ASSOCIATES
Preliminary Not For Construction
21-2052-02
67 Flats & Juniper Square
Glendale, AZ
REZONING RESUBMITTAL
AUGUST 19, 2022
FAMILY LIVING
SENIOR LIVING
SCALE:
0"
30'
60'
120'
1" = 60'-0"
CONCEPTUAL SITE PLAN
SITE DATA
VICINITY MAP
63RD AVE.
67TH AVE.
71st AVE.
59TH AVE.
GRAND AVE.
MARYLAND
HOME
GLENDALE
SITE
BETHANY
A.04
EXCEPTION FOR SOLAR COVERED PARKING:
TO ENCOURAGE ENERGY SUSTAINABILITY AND SHADE, THE USE OF
SOLAR ENERGY COLLECTORS FOR THE PURPOSE OF PROVIDING ENERGY
MAY BE PROVIDED WITH OR AS A PART OF THE INSTALLATION OF THE
PARKING CANOPIES. THE REQUIRED LANDSCAPE ISLANDS AND
LANDSCAPING REQUIREMENTS WITHIN THE PARKING AREA SHALL NOT BE
REQUIRED IN ORDER TO FACILITATE THE INSTALLATION AND USE OF
SOLAR COVERED PARKING CANOPIES.
08/22/22
W MARYLAND AVE
N 69TH AVE
N 67TH AVE
SENIOR
4 STORY
LEASING /
CLUBHOUSE
@ FIRST
LEVEL
POOL
SPA
CLUBHOUSE
FITNESS
BLDG 2
TYPE I
3 STORY
BLDG 3
TYPE III
3 STORY
BLDG 14
TYPE I
3 STORY
BLDG5
TYPE I
3 STORY
BLDG 10
TYPE I
3 STORY
BLDG 11
TYPE II
3 STORY
BLDG 7
TYPE I
3 STORY
BLDG 4
TYPE I
3 STORY
BLDG 12
TYPE I
3 STORY
BLDG 9
TYPE I
3 STORY
BLDG 13
TYPE I
3 STORY
BLDG 1
TYPE II
3 STORY
BLDG 6
TYPE II
3 STORY
BLDG 8
TYPE I
3 STORY
POOL
SPA
MULTI USE
AREA
MULTI USE
AREA
MULTI USE
AREA
MULTI USE
AREA
W SIERRA VISTA DR
R-4
MULTI-FAMILY
R1-6
SINGLE FAMILY
R1-6
SINGLE FAMILY
R1-6
SINGLE FAMILY
R1-6
SINGLE FAMILY
R-4
R-4
MULTI-FAMILY
MULTI-FAMILY
M-1
R-4
R-4
R-4
R-4
C-2
RETAIL
R-4
CHURCH
RETAIL
ENTRY
55' ROW
55' ROW
35'
ROW
30'
ROW
80' ROW
GATE
GATE
GATE
GATE
GATE
59'-0"
50'-0"
PARCEL LINE
38'
49'
59'
20'
38' SETBACK FOR 3 STORY
+1':1' BLDG HGT OVER 20'
48'
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
EXISTING 6' CMU WALL
6' CMU WALL
6' CMU WALL
20' SETBACK
20' SETBACK
10' LANDSCAPE
SETBACK
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
38' SETBACK FOR 3 STORY
+1':1' BLDG HGT OVER 20'
38' SETBACK FOR
3 STORY
+1':1' BLDG HGT
OVER 20'
49' SETBACK FOR 4 STORY
+1':1' BLDG HGT OVER 20'
38' SETBACK FOR 3 STORY
+1':1' BLDG HGT OVER 20'
CALL BOX
CALL BOX
71'-10"
35'
ROW
REFUSE PER
DTL. G-934
LOADING
LOADING
10' LANDSCAPE
SETBACK
8
8
6
9
9
9
4
10
10
10
6
9
8
9
9
10
10
10
8
11
8
8
9
7
4
10
10
7
8
5
10
6
10
4
4
10
10
8
10
10
10
7
10
10
8
4
10
10
10
8
9
6
7
7
9
8
8
7
9
5
5
10
10
8
8
7
5
5
8
8
7
8
10
10
10
8
9
10
7
7
10
4
3
10
8
5
10
PARCEL LINE
6' CMU WALL
GATE
10
20' SETBACK
MAINT.
BUILDING
9
8
9
8
7
7
6
6
6
CARPORT (TYP.)
10
8
8
7
7
10
5
10
9
8
10
10
10
9
9
9
8
7
9
9
8
5
9
10
10
40' ROW
OUTDOOR
KITCHEN
POOL
EQUIPT.
COMPACTOR
REFUSE &
RECYCLE
BUS
SHELTER
CARPORT (TYP.)
40' ROW
40'
VISIBILITY
TRIANGLES
DTL. G-448
VISIBILITY
TRIANGLES
VISIBILITY
TRIANGLES
49' SETBACK FOR
4 STORY
+1':1' BLDG HGT
OVER 20'
MONUMENT
SIGN (16'x6')
23'
8'
20' SETBACK
20' SETBACK
5'
GATE
4
11
7
8
7
7
CALL BOX
150'
MONUMENT
SIGN (16'x6')
MONUMENT
SIGN (16'x6')
MONUMENT
SIGN (16'x6')
MONUMENT
SIGN (16'x6')
10
44'
45'-0"
REFUSE PER
DTL. G-934
67'-2"
102'-0"
102'-0"
102'-0"
110'-6"
102'-6"
94'-0"
108'-2"
48'-3"
CONNECT
SIDEWALK
TO EXISTING
CONNECT
SIDEWALK
TO EXISTING
PEDESTRIAN
CONNECTIVITY
PEDESTRIAN
CONNECTIVITY
45'-0"
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
PEDESTRIAN GATE
10' LANDSCAPE
SETBACK
CALL BOX
20' SETBACK
6
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
PEDESTRIAN
CONNECTIVITY
PEDESTRIAN
CONNECTIVITY
PEDESTRIAN
CONNECTIVITY
PEDESTRIAN
CONNECTIVITY
455'
455'
16'
VISIBILITY
TRIANGLES
DTL. G-448
VISIBILITY
TRIANGLES
DTL. G-448
585'-0"
ARTERIAL
COLLECTOR
COLLECTOR
VISIBILITY
TRIANGLES
DTL. G-448
(SENIOR)
JUNIPER SQUARE
(FAMILY)
67 FLATS
CURB
SIDEWALK
6' WALL
CURB
SIDEWALK
6' OR 8' WALL
10'-8"
40'-8"
7'-6"
26'-4"
82'-3"
602-952-8280 / TODDASSOC.COM
+
TODD
ASSOCIATES
Preliminary Not For Construction
21-2052-02
67 Flats & Juniper Square
Glendale, AZ
REZONING RESUBMITTAL
AUGUST 19, 2022
FAMILY LIVING
SENIOR LIVING
SCALE:
0"
30'
60'
120'
1" = 60'-0"
67 FLATS CONCEPTUAL
SITE PLAN
SITE DATA
VICINITY MAP
63RD AVE.
67TH AVE.
71st AVE.
59TH AVE.
GRAND AVE.
MARYLAND
HOME
GLENDALE
SITE
BETHANY
A.06
EXCEPTION FOR SOLAR COVERED PARKING:
TO ENCOURAGE ENERGY SUSTAINABILITY AND SHADE, THE USE OF
SOLAR ENERGY COLLECTORS FOR THE PURPOSE OF PROVIDING ENERGY
MAY BE PROVIDED WITH OR AS A PART OF THE INSTALLATION OF THE
PARKING CANOPIES. THE REQUIRED LANDSCAPE ISLANDS AND
LANDSCAPING REQUIREMENTS WITHIN THE PARKING AREA SHALL NOT BE
REQUIRED IN ORDER TO FACILITATE THE INSTALLATION AND USE OF
SOLAR COVERED PARKING CANOPIES.
08/22/22
W MARYLAND AVE
N 69TH AVE
N 67TH AVE
SENIOR
4 STORY
LEASING /
CLUBHOUSE
@ FIRST
LEVEL
POOL
SPA
CLUBHOUSE
FITNESS
BLDG 2
TYPE I
3 STORY
BLDG 3
TYPE III
3 STORY
BLDG 14
TYPE I
3 STORY
BLDG5
TYPE I
3 STORY
BLDG 10
TYPE I
3 STORY
BLDG 11
TYPE II
3 STORY
BLDG 7
TYPE I
3 STORY
BLDG 4
TYPE I
3 STORY
BLDG 12
TYPE I
3 STORY
BLDG 9
TYPE I
3 STORY
BLDG 13
TYPE I
3 STORY
BLDG 1
TYPE II
3 STORY
BLDG 6
TYPE II
3 STORY
BLDG 8
TYPE I
3 STORY
POOL
SPA
MULTI USE
AREA
MULTI USE
AREA
MULTI USE
AREA
MULTI USE
AREA
W SIERRA VISTA DR
R-4
MULTI-FAMILY
R1-6
SINGLE FAMILY
R1-6
SINGLE FAMILY
R1-6
SINGLE FAMILY
R1-6
SINGLE FAMILY
R-4
R-4
MULTI-FAMILY
MULTI-FAMILY
M-1
R-4
R-4
R-4
R-4
C-2
RETAIL
R-4
CHURCH
RETAIL
ENTRY
55' ROW
55' ROW
35'
ROW
30'
ROW
80' ROW
GATE
GATE
GATE
GATE
GATE
59'-0"
50'-0"
PARCEL LINE
38'
49'
59'
20'
38' SETBACK FOR 3 STORY
+1':1' BLDG HGT OVER 20'
48'
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
EXISTING 6' CMU WALL
6' CMU WALL
6' CMU WALL
20' SETBACK
20' SETBACK
10' LANDSCAPE
SETBACK
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
38' SETBACK FOR 3 STORY
+1':1' BLDG HGT OVER 20'
38' SETBACK FOR
3 STORY
+1':1' BLDG HGT
OVER 20'
49' SETBACK FOR 4 STORY
+1':1' BLDG HGT OVER 20'
38' SETBACK FOR 3 STORY
+1':1' BLDG HGT OVER 20'
CALL BOX
CALL BOX
71'-10"
35'
ROW
REFUSE PER
DTL. G-934
LOADING
LOADING
10' LANDSCAPE
SETBACK
8
8
6
9
9
9
4
10
10
10
6
9
8
9
9
10
10
10
8
11
8
8
9
7
4
10
10
7
8
5
10
6
10
4
4
10
10
8
10
10
10
7
10
10
8
4
10
10
10
8
9
6
7
7
9
8
8
7
9
5
5
10
10
8
8
7
5
5
8
8
7
8
10
10
10
8
9
10
7
7
10
4
3
10
8
5
10
PARCEL LINE
6' CMU WALL
GATE
10
20' SETBACK
MAINT.
BUILDING
9
8
9
8
7
7
6
6
6
CARPORT (TYP.)
10
8
8
7
7
10
5
10
9
8
10
10
10
9
9
9
8
7
9
9
8
5
9
10
10
40' ROW
OUTDOOR
KITCHEN
POOL
EQUIPT.
COMPACTOR
REFUSE &
RECYCLE
BUS
SHELTER
CARPORT (TYP.)
40' ROW
40'
VISIBILITY
TRIANGLES
DTL. G-448
VISIBILITY
TRIANGLES
VISIBILITY
TRIANGLES
49' SETBACK FOR
4 STORY
+1':1' BLDG HGT
OVER 20'
MONUMENT
SIGN (16'x6')
23'
8'
20' SETBACK
20' SETBACK
5'
GATE
4
11
7
8
7
7
CALL BOX
150'
MONUMENT
SIGN (16'x6')
MONUMENT
SIGN (16'x6')
MONUMENT
SIGN (16'x6')
MONUMENT
SIGN (16'x6')
10
44'
45'-0"
REFUSE PER
DTL. G-934
67'-2"
102'-0"
102'-0"
102'-0"
110'-6"
102'-6"
94'-0"
108'-2"
48'-3"
CONNECT
SIDEWALK
TO EXISTING
CONNECT
SIDEWALK
TO EXISTING
PEDESTRIAN
CONNECTIVITY
PEDESTRIAN
CONNECTIVITY
45'-0"
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
PEDESTRIAN GATE
10' LANDSCAPE
SETBACK
CALL BOX
20' SETBACK
6
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
PEDESTRIAN
CONNECTIVITY
PEDESTRIAN
CONNECTIVITY
PEDESTRIAN
CONNECTIVITY
PEDESTRIAN
CONNECTIVITY
455'
455'
16'
VISIBILITY
TRIANGLES
DTL. G-448
VISIBILITY
TRIANGLES
DTL. G-448
585'-0"
ARTERIAL
COLLECTOR
COLLECTOR
VISIBILITY
TRIANGLES
DTL. G-448
(SENIOR)
JUNIPER SQUARE
(FAMILY)
67 FLATS
CURB
SIDEWALK
6' WALL
CURB
SIDEWALK
6' OR 8' WALL
10'-8"
40'-8"
7'-6"
26'-4"
82'-3"
602-952-8280 / TODDASSOC.COM
+
TODD
ASSOCIATES
Preliminary Not For Construction
21-2052-02
67 Flats & Juniper Square
Glendale, AZ
REZONING RESUBMITTAL
AUGUST 19, 2022
FAMILY LIVING
SENIOR LIVING
SCALE:
0"
30'
60'
120'
1" = 60'-0"
JUNIPER SQUARE
CONCEPTUAL SITE PLAN
SITE DATA
VICINITY MAP
63RD AVE.
67TH AVE.
71st AVE.
59TH AVE.
GRAND AVE.
MARYLAND
HOME
GLENDALE
SITE
BETHANY
A.07
EXCEPTION FOR SOLAR COVERED PARKING:
TO ENCOURAGE ENERGY SUSTAINABILITY AND SHADE, THE USE OF
SOLAR ENERGY COLLECTORS FOR THE PURPOSE OF PROVIDING ENERGY
MAY BE PROVIDED WITH OR AS A PART OF THE INSTALLATION OF THE
PARKING CANOPIES. THE REQUIRED LANDSCAPE ISLANDS AND
LANDSCAPING REQUIREMENTS WITHIN THE PARKING AREA SHALL NOT BE
REQUIRED IN ORDER TO FACILITATE THE INSTALLATION AND USE OF
SOLAR COVERED PARKING CANOPIES.
08/22/22
Exhibit 4
Conceptual Landscape Plan
W MARYLAND AVE
N 69TH AVE
N 67TH AVE
SENIOR
4 STORY
LEASING /
CLUBHOUSE
@ FIRST
LEVEL
POOL
SPA
CLUBHOUSE
FITNESS
BLDG 2
TYPE I
3 STORY
BLDG 3
TYPE III
3 STORY
BLDG 14
TYPE I
3 STORY
BLDG5
TYPE I
3 STORY
BLDG 10
TYPE I
3 STORY
BLDG 11
TYPE II
3 STORY
BLDG 7
TYPE I
3 STORY
BLDG 4
TYPE I
3 STORY
BLDG 12
TYPE I
3 STORY
BLDG 9
TYPE I
3 STORY
BLDG 13
TYPE I
3 STORY
BLDG 1
TYPE II
3 STORY
BLDG 6
TYPE II
3 STORY
BLDG 8
TYPE I
3 STORY
POOL
SPA
MULTI USE
AREA
MULTI USE
AREA
MULTI USE
AREA
MULTI USE
AREA
(SENIOR)
(FAMILY)
67 FLATS
JUNIPER SQUARE
602-952-8280 / TODDASSOC.COM
+
TODD
ASSOCIATES
Preliminary Not For Construction
21-2052-02
67 Flats & Juniper Square
Glendale, AZ
REZONING RESUBMITTAL
AUGUST 19, 2022
FAMILY LIVING
SENIOR LIVING
SCALE:
0"
30'
60'
120'
1" = 60'-0"
OPEN SPACE
SITE PLAN
SITE DATA
VICINITY MAP
63RD AVE.
67TH AVE.
71st AVE.
59TH AVE.
GRAND AVE.
MARYLAND
HOME
GLENDALE
SITE
BETHANY
A.03.1
OPEN SPACE &
LANDSCAPE AREA
08/22/22
DESIGN REVIEW SUBMITTAL
THE PROCESS OF THE DESIGN AND PREPARATION OF THESE
CONCEPTUAL LANDSCAPE DOCUMENTS HAS BEEN TO COMPLY WITH ALL
LOCAL AND COUNTY CODES AND REQUIREMENTS AND DESIGN
STANDARDS.
08/12/22
S
D
N
O
N
A
U.
Z
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S.
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d
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S
ig
A
a
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I
23444
VOORHEES
STEVEN D.
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I
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T
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A
A
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C
R
N
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T
O
A
C
P
,
LICENSE EXPIRES 9/30/2022
1
REZONING RESUBMITTAL
August 19, 2022
L1.1
FAMILY
DESIGN REVIEW SUBMITTAL
THE PROCESS OF THE DESIGN AND PREPARATION OF THESE
CONCEPTUAL LANDSCAPE DOCUMENTS HAS BEEN TO COMPLY WITH ALL
LOCAL AND COUNTY CODES AND REQUIREMENTS AND DESIGN
STANDARDS.
08/12/22
S
D
N
O
N
A
U.
Z
I
S.
R
d
t
e
n
e
S
ig
A
a
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A.
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.
C
S
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23444
VOORHEES
STEVEN D.
R
G
E
C
T
T
E
I
C
I
F
D
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R
E
I
T
T
E
A
L
A
A
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C
R
N
E
T
O
A
C
P
,
LICENSE EXPIRES 9/30/2022
1
REZONING RESUBMITTAL
August 19, 2022
L1.2
SENIOR
DESIGN REVIEW SUBMITTAL
THE PROCESS OF THE DESIGN AND PREPARATION OF THESE
CONCEPTUAL LANDSCAPE DOCUMENTS HAS BEEN TO COMPLY WITH ALL
LOCAL AND COUNTY CODES AND REQUIREMENTS AND DESIGN
STANDARDS.
08/12/22
S
D
N
O
N
A
U.
Z
I
S.
R
d
t
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S
ig
A
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23444
VOORHEES
STEVEN D.
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C
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F
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R
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P
,
LICENSE EXPIRES 9/30/2022
1
REZONING RESUBMITTAL
August 19, 2022
DESIGN REVIEW SUBMITTAL
3
PROJECT
NAME
1
1
1
1
THE PROCESS OF THE DESIGN AND PREPARATION OF THESE
CONCEPTUAL LANDSCAPE DOCUMENTS HAS BEEN TO COMPLY WITH ALL
LOCAL AND COUNTY CODES AND REQUIREMENTS AND DESIGN
STANDARDS.
08/12/22
S
D
N
O
N
A
U.
Z
I
S.
R
d
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S
ig
A
a
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A.
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.
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S
I
23444
VOORHEES
STEVEN D.
R
G
E
C
T
T
E
I
C
I
F
D
R
E
R
E
I
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T
E
A
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A
A
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C
R
N
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T
O
A
C
P
,
LICENSE EXPIRES 9/30/2022
1
REZONING RESUBMITTAL
August 19, 2022
Exhibit 5
Conceptual Renderings
WALK UP GARDEN STYLE APARTMENTS-FAMILY PROJECT
XX-XXXX-00
XX-XX-2022
602-952-8280 / TODDASSOC.COM
+
TODD
ASSOCIATES
Preliminary Not For Construction
21-2052-02
67 Flats & Juniper Square
Glendale, AZ
DESIGN REVIEW SUBMITTAL
February 16, 2022
FAMILY LIVING
SENIOR LIVING
ENTRY PERSPECTIVE
A.06
67 FLATS
March 10, 2022
June 17, 2022
DESIGN REVIEW RESUBMITTAL
06/21/22
WALK UP GARDEN STYLE APARTMENTS-FAMILY PROJECT
XX-XXXX-00
XX-XX-2022
602-952-8280 / TODDASSOC.COM
+
TODD
ASSOCIATES
Preliminary Not For Construction
21-2052-02
67 Flats & Juniper Square
Glendale, AZ
DESIGN REVIEW SUBMITTAL
February 16, 2022
FAMILY LIVING
SENIOR LIVING
POOL COURTYARD - NIGHT VIEW
A.07
67 FLATS
March 10, 2022
June 17, 2022
DESIGN REVIEW RESUBMITTAL
06/21/22
A.08
June 17, 2022
DESIGN REVIEW RESUBMITTAL
06/21/22
June 17, 2022
A.09
DESIGN REVIEW RESUBMITTAL
06/21/22
DESIGN REVIEW SUBMITTAL
A.31
June 17, 2022
DESIGN REVIEW RESUBMITTAL
06/21/22
DESIGN REVIEW SUBMITTAL
A.32
June 17, 2022
DESIGN REVIEW RESUBMITTAL
06/21/22
DESIGN REVIEW SUBMITTAL
A.33
June 17, 2022
DESIGN REVIEW RESUBMITTAL
06/21/22
Appendix A
Traffic Impact Study
67 Flats & Juniper Square
Traffic Impact Study – Category I
Prepared for:
Dominium
2828 N Central Avenue, Suite 1100B
Phoenix, AZ 85004
Prepared by:
Project Number: 21.5281
August 19, 2022
Lōkahi, LLC
10555 N. 114th Street, Suite 105
Scottsdale, AZ 85259
08/19/22
i
67 Flats & Juniper Square
Traffic Impact Study – Category I
Table of Contents:
1.
Introduction and Executive Summary .............................................................................................1
1.1.
Purpose of Report and Study Objectives ..................................................................................1
1.2.
Executive Summary.....................................................................................................................1
2.
Proposed Development ................................................................................................................... 5
3.
Area Conditions ................................................................................................................................ 9
3.1.
Study Roadway Segments ......................................................................................................... 9
3.2.
Study Intersections .................................................................................................................... 9
3.3.
Site Accessibility ....................................................................................................................... 10
4.
Existing Conditions .......................................................................................................................... 11
4.1.
Existing Land Use ...................................................................................................................... 11
4.2.
Existing Traffic Counts .............................................................................................................. 11
4.3.
Existing Capacity Analysis ......................................................................................................... 12
5.
Projected Traffic .............................................................................................................................. 15
5.1.
Trip Generation – Proposed Development .............................................................................. 15
5.2.
Trip Distribution and Assignment ........................................................................................... 16
6.
Future Conditions (Year 2024) ...................................................................................................... 19
6.1.
Year 2024 Background Traffic Volumes .................................................................................. 19
6.2.
Year 2024 Build Traffic Volumes .............................................................................................. 19
6.3.
Year 2024 Build Capacity Analysis ........................................................................................... 20
7.
Future Conditions (Year 2027) ....................................................................................................... 24
7.1.
Year 2027 Background Traffic Volumes .................................................................................. 24
7.2.
Year 2027 Build Traffic Volumes .............................................................................................. 24
7.3.
Year 2027 Build Capacity Analysis ........................................................................................... 24
8.
Turn Lane Warrant Analysis .......................................................................................................... 28
9.
Recommendations & Conclusions ................................................................................................. 32
ii
67 Flats & Juniper Square
Traffic Impact Study – Category I
Figures:
Figure 1 – Vicinity Map .............................................................................................................................. 6
Figure 2 – Site Plan .................................................................................................................................... 7
Figure 3 – Study Area ................................................................................................................................ 8
Figure 4 – Existing Traffic Volumes ........................................................................................................ 13
Figure 5 – Existing Capacity Analysis ..................................................................................................... 14
Figure 6 – Trip Distribution ...................................................................................................................... 17
Figure 7 – Site Traffic Volumes ............................................................................................................... 18
Figure 8 – Year 2024 Background Traffic Volumes ................................................................................ 21
Figure 9 – Year 2024 Build Traffic Volumes ........................................................................................... 22
Figure 10 – Year 2024 Build Capacity Analysis ....................................................................................... 23
Figure 11 – Year 2027 Background Traffic Volumes ............................................................................... 25
Figure 12 – Year 2027 Build Traffic Volumes .......................................................................................... 26
Figure 13 – Year 2027 Build Capacity Analysis ........................................................................................ 27
Figure 14 - Total Number of Units North of Driveway A ....................................................................... 28
Tables:
Table 1 – Level of Service Criteria ............................................................................................................ 12
Table 2 – Trip Generation – Proposed Development ............................................................................ 15
Table 3 – Right Turn Lane Warrant Analysis .......................................................................................... 29
Table 3 – Right Turn Lane Warrant Analysis .......................................................................................... 29
Table 4 – Left Turn Lane Warrant Analysis ............................................................................................ 30
Table 5 – Southbound Right Turn Lane – 67th Avenue and Maryland Avenue (8) .............................. 31
Appendices:
Appendix A – Proposed Site Plan ............................................................................................................ A
Appendix B – Parcel Information ............................................................................................................ B
Appendix C – Traffic Count Data .............................................................................................................. C
Appendix D – Existing Signal Timing ....................................................................................................... D
Appendix E – Existing Capacity Analysis .................................................................................................. E
Appendix F – Trip Generation .................................................................................................................. F
Appendix G – MAG Socioeconomic Projections..................................................................................... G
Appendix H – Year 2024 Build Capacity Analysis .................................................................................... H
Appendix I – Year 2027 Build Capacity Analysis ....................................................................................... I
1
67 Flats & Juniper Square
Traffic Impact Study – Category I
1. Introduction and Executive Summary
1.1. Purpose of Report and Study Objectives
Lōkahi, LLC (Lōkahi) was retained by Dominium to complete a Traffic Impact Study for the
proposed 67 Flats (multi-family) and Juniper Square (senior living) developments. The proposed
multi-family and senior family residential developments will be located on the northwest corner of
67th Avenue and Maryland Avenue in Glendale, Arizona.
The proposed development will include the following two (2) land uses:
67 Flats
Multi-Family
384 dwelling units
12 one-bedroom units
204 two-bedroom units
168 three-bedroom
Juniper Square
Senior Living
221 dwelling units
66 one-bedroom units
131 two-bedroom units
24 three-bedroom
See Figure 2 and Appendix A for the proposed site plan.
The objective of this Traffic Impact Study is to analyze the traffic related impacts of the proposed
development to the adjacent roadway network.
1.2. Executive Summary
This report presents the analyses and results of a traffic study prepared for the proposed 67 Flats
and Juniper Square developments. The proposed development is anticipated to open in the year
2024.
2
67 Flats & Juniper Square
Traffic Impact Study – Category I
This Traffic Impact Study includes:
• Level of service analysis for the existing conditions weekday AM and PM peak hours
• Trip Generation for the proposed development
• Level of service analysis for the build out year (2024) weekday AM and PM peak hours
• Level of service analysis for the build out year + 3-year (2027) weekday AM and PM peak
hours
• Turn lane warrant analysis
The following intersections are included in this study:
• 69th Avenue and Ocotillo Road (1)
• 67th Avenue and Ocotillo Road (2)
• 67th Avenue and Driveway A (3)
• 67th Avenue and Driveway B (4)
• 69th Avenue and Maryland Avenue (5)
• Maryland Avenue and Driveway C (6)
• Maryland Avenue and Driveway D (7)
• 67th Avenue and Maryland Avenue (8)
Existing Conditions
The capacity and level of service for the study area intersection were evaluated for the existing
conditions. All study area intersections operate with movements at a level of service (LOS) D or
better with the exception of the following:
67th Avenue and Ocotillo Road (2)
• EB left AM and PM peak hours operates at LOS F
• EB shared through-right PM peak hour operates at LOS E
• WB left AM and PM peak hours operates at LOS F
Trip Generation
The trip generation for the proposed 67 Flats and Juniper Square developments was calculated
utilizing the Institute of Transportation Engineers (ITE) publication entitled Trip Generation, 11th
Edition. ITE Land Use 220 – Multifamily Housing (Low-Rise) and 252 Senior Adult Housing – Attached
were used to calculate the trips generated by the proposed development.
3
67 Flats & Juniper Square
Traffic Impact Study – Category I
Trip Generation – Proposed Development
The proposed 67 Flats and Juniper Square developments is anticipated to generate a total of 3,201
weekday trips, with 185 AM peak hour trips and 241 PM peak hour trips.
Future Conditions
Year 2024 (build out) and Year 2027 (built out + 3 years) analyses were completed with the build out
of the proposed 67 Flats and Juniper Square developments. Utilizing Maricopa Associations of
Governments (MAG) socioeconomic projections, existing traffic volumes grown by an annual
growth rate of 2.0% to determine the year 2024 and 2027 traffic volumes.
Year 2024
Capacity analysis was completed for both the AM and PM peak hours for the year 2024, with the
build out of the proposed 67 Flats and Juniper Square developments. All movements at the study
intersections operate at a LOS D or better, with the exception of:
67th Avenue and Ocotillo Road (2)
• EB left AM and PM peak hours operates at LOS F
• EB shared through-right PM peak hour operates at LOS F
• WB left AM and PM peak hours operates at LOS F
• WB shared through-right PM peak hour operates at LOS F
67th Avenue and Driveway B (4)
• EB left AM and PM peak hours operates at LOS F
• WB shared left-through-right PM peak hour operates at LOS E
Delays are typical during peak hours for minor-to-major turning movements, especially at stop-
controlled intersections. Drivers familiar with the area often choose to use alternative routes during
peak hours or drive at different times to avoid potential delay. The existing upstream signals will also
help to provide gaps in traffic to allow for turns at these stop-controlled intersection. Therefore,
improvements to mitigate LOS E and F at the above intersections are not recommended as part of this
study.
Weekday
Total
Total
In
Out
Total
In
Out
220
384
Dwelling
Units
2,537
142
34
108
186
117
69
252
221
Dwelling
Units
664
43
15
28
55
31
24
3,201
185
49
136
241
148
93
Senior Adult Housing - Multifamily
AM Peak Hour
PM Peak Hour
Multifamily Housing (Low-Rise)
Total
Land Use
ITE
Code
Qty
Unit
4
67 Flats & Juniper Square
Traffic Impact Study – Category I
Year 2027
Capacity analysis was completed for both the AM and PM peak hours for the year 2027, with the
build out of the proposed 67 Flats and Juniper Square developments. The results of the year 2027
build capacity analysis reveal that the study intersections operate with a level of service (LOS) D or
better, or are maintained at the year 2024 build level of service.
Turn Lane Warrant Analysis
Based on the MCDOT right turn lane warrant criteria, a right turn lane is warranted at Driveway A,
and not warranted at Driveway B.
Additionally, a southbound right turn deceleration lane is not warranted at the intersection of 67th
Avenue and Maryland Avenue (8).
Recommendations
• 67th Avenue and Driveway A (3)
Buildout of a full access driveway and a southbound right turn deceleration lane with 160
feet of storage and 100 feet of taper.
• 67th Avenue and Driveway B (4)
Buildout of a full access driveway
• Maryland Avenue and Driveway C (6)
Buildout of a full access driveway
• Maryland Avenue and Driveway D (7)
Buildout of a full access driveway
As with any new development and potential change in traffic patterns, the following is
recommended:
• Monitor and Adjust Signal Timing
Monitor traffic patterns in the area and if necessary, adjust nearby signal timing
5
67 Flats & Juniper Square
Traffic Impact Study – Category I
2. Proposed Development
The study area is located in the City of Glendale, Arizona. The site is located on the northwest
corner of 67th Avenue and Maryland Avenue. The proposed development is bordered by 69th
Avenue to the west, 67th Avenue to the east, Summerhill Place Apartments to the north, and
Maryland Avenue to the south. See Figure 1 for a vicinity map.
The proposed development will include the following two (2) land uses:
67 Flats
Multi-Family
384 dwelling units
12 one-bedroom units
204 two-bedroom units
168 three-bedroom
Juniper Square
Senior Living
221 dwelling units
66 one-bedroom units
131 two-bedroom units
24 three-bedroom
The proposed development is anticipated to be completed by the year 2024. See Figure 2 and
Appendix A for the proposed site plan.
There are four (4) proposed access points to the proposed 67 Flats and Juniper Square
developments, two (2) located along 67th Avenue and two (2) located along Maryland Avenue.
67th Avenue and Driveway A (3) is located approximately 600 feet north of Maryland Avenue and
will be a full access driveway allowing all movement into and out of the proposed development.
67th Avenue and Driveway B (4) is located approximately 260 feet north of Maryland Avenue and
will be a full access driveway allowing all movement into and out of the proposed development.
Maryland Avenue and Driveway C (6) is located approximately 300 feet east of 69th Avenue and
will be a full access driveway allowing all movement into and out of the proposed development.
Maryland Avenue and Driveway D (7) is located approximately 860 feet east of 69th Avenue and
will be a full access driveway allowing all movement into and out of the proposed development.
See Figure 3 for the proposed study area.
FIGURE 1 | VICINITY MAP
Olive Avenue
Proposed Site
Northern Avenue
Glendale Avenue
Ocotillo Road
Cardinals Way
Bethany Home Road
Camelback Road
Indian School Road
Thomas Road
McDowell Road
Maryland Avenue
107th Avenue
91st Avenue
83rd Avenue
75th Avenue
67th Avenue
59th Avenue
51st Avenue
43rd Avenue
35th Avenue
19th Avenue
69th Avenue
FIGURE 2 | SITE PLAN
FIGURE 3 | STUDY AREA
Legend
Intersection
X
2
Ocotillo Road
69th Avenue
Juniper Square
(Senior Family)
67 Flats
(Multifamily)
Maryland Avenue
67th Avenue
Driveway C
Driveway D
3
4
5
6
7
8
1
Driveway A
Driveway B
9
67 Flats & Juniper Square
Traffic Impact Study – Category I
3. Area Conditions
The proposed development is bordered by 67th Avenue to the east, Maryland Avenue to the south,
and 69th Avenue to the west. The Summerhill Place residential development borders to site to the
north. Single- and multi-family residential developments generally surround the development.
Section 3.1 and Section 3.2 provides detailed descriptions of the study roadway segments and
intersections. See Figure 3 for the proposed study area.
3.1. Study Roadway Segments
67th Avenue runs north-south and provides two (2) travel lanes in each direction of travel, with a
center two-way left turn lane. There is a posted speed limit of 40 miles per hour (mph). Per the City
of Glendale’s General Plan (Envision Glendale 2040), dated September 2016, 67th Avenue is classified
as an arterial roadway. Per the City of Glendale’s Arterial Counts 2020, 67th Avenue has an Average
Daily Traffic (ADT) of 25,900 vehicles per day (vpd), between Glendale Avenue and Bethany Home
Road.
69th Avenue runs north-south and provides one (1) travel lane in each direction of travel. There is a
posted speed limit of 25 mph. Per the City of Glendale’s General Plan (Envision Glendale 2040), dated
September 2016, Ocotillo Road is classified as a local roadway.
Ocotillo Road runs east-west and provides one (1) travel lane in each direction of travel. There is a
posted speed limit of 25 mph. Per the City of Glendale’s General Plan (Envision Glendale 2040), dated
September 2016, Ocotillo Road is classified as a local roadway.
Maryland Avenue runs east-west and provides one (1) travel lane in each direction of travel. There
is a posted speed limit of 25 mph. Per the City of Glendale’s General Plan (Envision Glendale 2040),
dated September 2016, Maryland Avenue is classified as a collector roadway.
3.2. Study Intersections
69th Avenue and Ocotillo Road (1) currently operates as a one-way stop-controlled T-intersection
with stop control on the northbound approach. The eastbound approach provides one (1) shared
through-right turn lane. The westbound approach provides one (1) shared left-through lane. The
northbound approach provides one (1) shared left-right turn lane.
10
67 Flats & Juniper Square
Traffic Impact Study – Category I
67th Avenue and Ocotillo Road (2) currently operates as a two-way stop-controlled intersection,
with stop control on the eastbound and westbound approaches. The eastbound and westbound
approaches provide one (1) dedicated left turn lane and one (1) shared through-right turn lane. The
northbound and southbound approaches provide one (1) dedicated left turn lane, one (1) through
lane, and one (1) shared through-right turn lane.
69th Avenue and Maryland Avenue (5) currently operates as a two-way stop-controlled intersection,
with stop control on the northbound and southbound approaches. Each of the four (4) approaches
provide one (1) shared left-through-right turn lane.
67th Avenue and Maryland Avenue (8) currently operates as a signalized intersection. The
eastbound and westbound approaches provide (1) dedicated left turn lane, one (1) through lane,
and one (1) dedicated right turn lane. The northbound and southbound approaches provide one (1)
dedicated left turn lane, one (1) through lane, and one (1) shared through-right turn lane.
3.3. Site Accessibility
Roadway System
State Route 101 (SR 101) is located within four (4) miles to the west, Interstate 17 (I-17) is located
approximately five (5) miles to the east, and Grand Avenue can be accessed one and one-half (1.5)
miles to the north and to the east. These routes provide regional access to the greater Phoenix
Metropolitan Area, as well as the surrounding cities. The City of Glendale’s street network is
generally built as a one-mile grid system.
Pedestrian Facilities
Within the study area, sidewalks are provided along both sides of Ocotillo Road. Additionally,
sidewalks are provided along the west side of 69th Avenue, the east side of 67th Avenue, and the
south side of Maryland Avenue, within the study area adjacent to the proposed site. South of
Maryland Avenue, 67th Avenue and 69th Avenue generally provide sidewalks on both sides of the
roadway.
Bicycle Facilities
Bike lanes are currently provided along Maryland Avenue, adjacent to the proposed development
and will remain.
Transit Facilities
Within the immediate study area, Valley Metro Route 67 operates north-south along 67th Avenue.
Additionally, Valley Metro Route 60 and Route 70 operate along Bethany Home Road and Glendale
Avenue, respectively.
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67 Flats & Juniper Square
Traffic Impact Study – Category I
4. Existing Conditions
4.1. Existing Land Use
According to Maricopa County Assessor’s website, the proposed site will occupy three (3) existing
parcels, 144-05-008A, 144-05-009A, and 144-05-010C. Currently, these three parcels are currently
vacant agricultural land The three (3) existing parcels are zoned for R-4 uses. See Appendix B for
detailed parcel information.
4.2. Existing Traffic Counts
A local data collection firm, All Traffic Data Services, was utilized to collect traffic counts. On
Tuesday, December 7, 2021, turning movement counts were obtained from 7:00 to 9:00 am and
from 4:00 to 6:00 pm at the following locations:
• 69th Avenue and Ocotillo Road (1)
• 67th Avenue and Ocotillo Road (2)
• 67th Avenue and Driveway B (4)
• 69th Avenue and Maryland Avenue (5)
• 67th Avenue and Maryland Avenue (8)
Additionally, on Tuesday, December 7, 2021, bi-directional tube counts for 24-hours in 15-minute
intervals were collected along the following two (2) roadway segments:
• 67th Avenue, north of Maryland Avenue
• Maryland Avenue, west of 67th Avenue
The turning movement counts were then analyzed for the highest 1-hour within each time period.
The following peak hours were analyzed throughout this study.
AM Peak Hour
7:15 am – 8:15 am
PM Peak Hour
4:00 pm – 5:00 pm
The Arizona Department of Transportation seasonal adjustment factors were used to adjust the
traffic counts. The traffic volumes were adjusted based on the month and day the counts were
taken. See Appendix C for detailed traffic count data.
See Figure 4 for the existing weekday AM and PM peak hour traffic volumes.
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67 Flats & Juniper Square
Traffic Impact Study – Category I
4.3. Existing Capacity Analysis
The existing conditions capacity analysis was completed for the five (5) existing study
intersections. The capacity and level of service for the study area intersections were evaluated
using the methodology presented in the 6th Edition of the Highway Capacity Manual. Traffic analysis
software, Synchro Version 11.0, was used to perform the analyses using the existing Peak Hour
Factor (PHF) obtained from the traffic counts. Existing signal timing was obtained from the City of
Glendale, see Appendix D.
Table 1 is from the 6th Edition of the Highway Capacity Manual Exhibit 19-8 and 20-2, which lists the
Level of Service (LOS) thresholds for signalized and two-way stop-controlled intersections.
Table 1 – Level of Service Criteria
The results of the capacity analysis reveal that the existing study intersections operate with a level
of service (LOS) D or better with the exception of the following:
67th Avenue and Ocotillo Road (2)
• EB left AM and PM peak hours operates at LOS F
• EB shared through-right PM peak hour operates at LOS E
• WB left AM and PM peak hours operates at LOS F
See Figure 5 for the existing AM and PM peak hour capacity analysis. The detailed weekday capacity
analysis sheets can be found in Appendix E.
Signalized Intersection
Unsignalized Intersection
A
≤ 10
0 - 10
B
> 10-20
> 10-15
C
> 20-35
> 15-25
D
> 35-55
> 25-35
E
> 55-80
> 35-50
F
> 80
> 50
Control Delay per Vehicle (s/veh)
Level of Service (LOS)
FIGURE 4 | EXISTING TRAFFIC VOLUMES
Legend
Peak Hour Traffic Volumes
Intersection
AM(PM)
X
1
Ocotillo Road
4
6
Driveway C
8
5
Maryland Ave
Maryland Ave
4
975 (1,132)
0 (8)
Driveway B
2 (12)
0 (3)
986 (1,108)
2 (16)
2
1
69th Ave
2
69th Avenue
5
6
8
67 Flats
(Multifamily)
Juniper Square
(Senior Family)
Driveway C
Driveway B
Ocotillo Rd
Ocotillo Rd
19 (48)
6 (15)
35 (120)
14 (66)
62 (83)
8 (8)
20 (14)
15 (25)
52 (43)
5 (29)
71 (111)
21 (17)
10 (16)
77 (112)
23 (33)
4 (12)
9 (33)
14 (25)
14 (41)
808 (926)
52 (102)
51 (50)
66 (63)
37 (59)
108 (145)
51 (100)
78 (109)
40 (53)
861 (940)
96 (121)
36 (42)
916 (1,024)
39 (65)
15 (44)
5 (10)
42 (81)
69 (78)
5 (7)
35 (35)
36 (45)
902 (1,037)
46 (72)
Ocotillo Rd
Ocotillo Rd
69th Ave
69th Ave
Maryland Ave
Maryland Ave
Maryland Ave
Maryland Ave
Maryland Avenue
67th Avenue
67th Ave
67th Ave
67th Ave
67th Ave
67th Ave
67th Ave
11 (10)
10 (13)
132 (162)
6 (18)
100 (153)
8 (15)
FIGURE 5 | EXISTING CAPACITY ANALYSIS
Legend
Peak Hour Traffic Volumes
Intersection
Lane Configuration
AM(PM)
X
1
Ocotillo Road
4
6
Driveway C
8
5
Maryland Ave
Maryland Ave
4
Driveway B
B (B)
2
1
69th Ave
2
69th Avenue
5
6
8
67 Flats
(Multifamily)
Juniper Square
(Senior Family)
Driveway C
Driveway B
Ocotillo Rd
Ocotillo Rd
A (B)
A (A)
B (B)
A (A)
A (A)
B (B)
A (A)
A (A)
A (A)
C (C)
C (C)
C (C)
C (C)
C (C)
C (C)
A (A)
A (A)
A (A)
A (A)
F (F)
C (E)
C (D)
F (F)
A (A)
Ocotillo Rd
Ocotillo Rd
69th Ave
69th Ave
Maryland Ave
Maryland Ave
Maryland Ave
Maryland Ave
Maryland Avenue
67th Avenue
67th Ave
67th Ave
67th Ave
67th Ave
67th Ave
67th Ave
LOS A (A)
A (A)
A (B)
A (A)
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67 Flats & Juniper Square
Traffic Impact Study – Category I
5. Projected Traffic
5.1. Trip Generation – Proposed Development
The trip generation for the proposed development was calculated utilizing the Institute of
Transportation Engineers (ITE) publication entitled Trip Generation, 11th Edition. The ITE rates are
based on studies that measured the trip generation characteristics for various types of land uses.
The rates are expressed in terms of trips per unit of land use type. This publication is considered to
be the standard for the transportation engineering profession.
The proposed development will include the following two (2) land uses:
67 Flats
Multi-Family
384 dwelling units
12 one-bedroom units
204 two-bedroom units
168 three-bedroom
Juniper Square
Senior Living
221 dwelling units
66 one-bedroom units
131 two-bedroom units
24 three-bedroom
Utilizing the ITE Land Use 220 – Multifamily Housing (Low-Rise) and 252 Senior Adult Housing –
Attached, the total trip generation for the proposed Senior/Family Housing development was
calculated. The total trip generation for the proposed development is shown in Table 2 below. See
Appendix F for detailed trip generation calculations.
Table 2 – Trip Generation – Proposed Development
The proposed 67 Flats and Juniper Square Developments is anticipated to generate a total of 3,201
weekday trips, with 185 AM peak hour trips and 241 PM peak hour trips.
Weekday
Total
Total
In
Out
Total
In
Out
220
384
Dwelling
Units
2,537
142
34
108
186
117
69
252
221
Dwelling
Units
664
43
15
28
55
31
24
3,201
185
49
136
241
148
93
Senior Adult Housing - Multifamily
AM Peak Hour
PM Peak Hour
Multifamily Housing (Low-Rise)
Total
Land Use
ITE
Code
Qty
Unit
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Traffic Impact Study – Category I
5.2. Trip Distribution and Assignment
The trip distribution procedure determines the general pattern of travel for vehicles entering and
leaving the proposed development. The trip distribution and trip assignment for the proposed 67
Flats and Juniper Square developments is based on the surrounding roadway network, permitted
movements at the proposed site driveway, and probable routes. The trip distribution is shown in
Figure 6.
The site generated traffic volumes are shown in Figure 7.
FIGURE 6 | TRIP DISTRIBUTION
Legend
Inbound Trip Distribution Percentages
Outbound Trip Distribution Percentages
AM(PM)
AM(PM)
36% (34%)
39% (36%)
9% (9%)
10% (11%)
2
Ocotillo Road
69th Avenue
Juniper Square
(Senior Family)
67 Flats
(Multifamily)
Maryland Avenue
67th Avenue
Driveway C
3
4
5
6
8
1
Driveway A
Driveway B
4% (5%)
4% (4%)
40% (38%)
40% (37%)
4% (5%)
3% (5%)
4% (3%)
2% (3%)
2% (6%)
3% (4%)
Driveway D
7
FIGURE 7 | SITE TRAFFIC VOLUMES
Legend
Peak Hour Traffic Volumes
Intersection
AM(PM)
X
1
Ocotillo Road
3
4
6
Driveway C
7
8
5
Maryland Ave
Maryland Ave
4
Driveway B
3
Driveway A
4 (13)
37 (26)
21 (13)
23 (14)
8 (25)
13 (32)
2
1
69th Ave
2
69th Avenue
5
6
7
8
67 Flats
(Multifamily)
Juniper Square
(Senior Family)
Driveway C
Driveway D
Driveway A
Driveway B
Ocotillo Rd
Ocotillo Rd
3 (3)
1 (7)
2 (4)
2 (8)
3 (3)
5 (4)
3 (3)
1 (7)
11 (34)
5 (15)
29 (19)
7 (4)
24 (16)
1 (2)
4 (14)
7 (22)
25 (16)
5 (4)
1 (1)
52 (34)
5 (4)
2 (5)
19 (52)
Ocotillo Rd
Ocotillo Rd
69th Ave
69th Ave
Maryland Ave
Maryland Ave
Maryland Ave
Maryland Ave
Maryland Ave
Maryland Ave
Maryland Avenue
67th Avenue
67th Ave
67th Ave
67th Ave
67th Ave
67th Ave
67th Ave
67th Ave
67th Ave
2 (4)
33 (32)
8 (7)
7 (6)
6 (10)
30 (36)
3 (16)
2 (3)
17 (56)
3 (3)
8 (7)
50 (31)
Driveway C
2 (3)
50 (31)
5 (14)
17 (56)
3 (3)
10 (8)
Driveway D
Driveway B
19
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Traffic Impact Study – Category I
6. Future Conditions (Year 2024)
The proposed 67 Flats and Juniper Square developments is anticipated to be built out by the year
2024. This section analyzes the traffic related impacts of the proposed development on the
surrounding roadway network in the year 2024.
6.1. Year 2024 Background Traffic Volumes
According to the 2019 Maricopa Association of Government (MAG) socioeconomic projections
within the proposed study area, it is estimated that in the year 2040 the population within the
Regional Analysis Zone (RAZ) will be approximately 27,041. MAG estimates that the 2018 population
of the surrounding area to be 18,063. This results in an approximate annual growth rate of 1.85%.
See Appendix G.
To be conservative, the annual growth rate of 2.0% was utilized to project the existing traffic
volumes (Figure 4) through the year 2024. See Figure 8 for the year 2024 background traffic
volumes, which includes the growth of the existing counts.
6.2. Year 2024 Build Traffic Volumes
To determine year 2024 build traffic volumes, the site traffic volumes (Figure 7) were added to the
year 2024 background traffic volumes (Figure 8). This represents year 2024 traffic volumes with the
buildout of the proposed 67 Flats and Juniper Square developments. See Figure 9 for the year 2024
build weekday AM and PM peak hour traffic volumes.
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67 Flats & Juniper Square
Traffic Impact Study – Category I
6.3. Year 2024 Build Capacity Analysis
The capacity and level of service for the study area intersections were evaluated for the year 2024
build traffic volumes. A PHF of 0.92 was utilized.
The results of the year 2024 build capacity analysis reveal that the study intersections operate with
a level of service (LOS) D or better with the exception of the following:
67th Avenue and Ocotillo Road (2)
• EB left AM and PM peak hours operates at LOS F
• EB shared through-right PM peak hour operates at LOS F
• WB left AM and PM peak hours operates at LOS F
• WB shared through-right PM peak hour operates at LOS F
67th Avenue and Driveway B (4)
• EB left AM and PM peak hours operates at LOS F
• WB shared left-through-right PM peak hour operates at LOS E
Delays are typical during peak hours for minor-to-major turning movements, especially at stop-
controlled intersections. Drivers familiar with the area often choose to use alternative routes
during peak hours or drive at different times to avoid potential delay. Therefore, improvements
to mitigate LOS E and F at the above intersections are not recommended as part of this study.
See Figure 10 for the AM and PM peak hour year 2024 build capacity analysis. The detailed capacity
analysis sheets can be found in Appendix H.
FIGURE 8 | YEAR 2024 BACKGROUND TRAFFIC VOLUMES
Legend
Peak Hour Traffic Volumes
Intersection
AM(PM)
X
1
Ocotillo Road
4
6
Driveway C
8
5
Maryland Ave
Maryland Ave
4
1,017 (1,178)
0 (9)
Driveway B
2 (13)
0 (4)
1,026 (1,153)
3 (17)
2
1
69th Ave
2
69th Avenue
5
6
8
67 Flats
(Multifamily)
Juniper Square
(Senior Family)
Driveway C
Driveway B
Ocotillo Rd
Ocotillo Rd
20 (50)
7 (16)
37 (125)
15 (69)
65 (87)
9 (9)
21 (15)
16 (27)
55 (45)
6 (31)
74 (116)
22 (18)
11 (17)
81 (117)
24 (35)
5 (13)
10 (35)
15 (27)
15 (43)
841 (964)
55 (107)
54 (53)
69 (66)
39 (62)
113 (151)
54 (105)
82 (114)
42 (56)
896 (978)
100 (126)
38 (44)
954 (1,066)
41 (68)
16 (46)
6 (11)
44 (85)
72 (82)
6 (8)
37 (37)
38 (47)
939 (1,073)
48 (75)
Ocotillo Rd
Ocotillo Rd
69th Ave
69th Ave
Maryland Ave
Maryland Ave
Maryland Ave
Maryland Ave
Maryland Avenue
67th Avenue
67th Ave
67th Ave
67th Ave
67th Ave
67th Ave
67th Ave
12 (11)
11 (14)
138 (169)
7 (19)
105 (160)
9 (16)
FIGURE 9 | YEAR 2024 BUILD TRAFFIC VOLUMES
Legend
Peak Hour Traffic Volumes
Intersection
AM(PM)
X
1
Ocotillo Road
3
4
6
Driveway C
7
8
5
Maryland Ave
Maryland Ave
4
Driveway B
3
Driveway A
4 (13)
1,054 (1,217)
21 (13)
23 (14)
8 (25)
1,032 (1,227)
2
1
69th Ave
2
69th Avenue
5
6
8
67 Flats
(Multifamily)
Juniper Square
(Senior Family)
Driveway C
Driveway A
Driveway B
Ocotillo Rd
Ocotillo Rd
23 (53)
7 (16)
37 (125)
16 (76)
65 (87)
9 (9)
21 (15)
16 (27)
57 (49)
6 (31)
76 (124)
22 (18)
14 (20)
86 (121)
27 (38)
5 (13)
10 (35)
16 (34)
26 (77)
846 (979)
55 (107)
83 (72)
76 (70)
63 (78)
114 (153)
58 (119)
82 (114)
49 (78)
921 (994)
105 (130)
39 (45)
1,006 (1,100)
46 (72)
16 (46)
6 (11)
44 (85)
72 (82)
6 (8)
39 (42)
38 (47)
958 (1,125)
48 (75)
Ocotillo Rd
Ocotillo Rd
69th Ave
69th Ave
Maryland Ave
Maryland Ave
Maryland Ave
Maryland Ave
Maryland Ave
Maryland Ave
67th Avenue
67th Ave
67th Ave
67th Ave
67th Ave
67th Ave
67th Ave
67th Ave
67th Ave
Driveway C
Driveway D
3 (16)
140 (172)
7 (19)
2 (3)
189 (200)
12 (11)
0 (0)
11 (14)
17 (56)
108 (163)
9 (16)
5 (14)
118 (227)
8 (7)
0 (0)
50 (31)
3 (3)
10 (8)
2 (4)
1,048 (1,210)
0 (9)
8 (7)
0 (0)
7 (6)
3 (13)
0 (0)
0 (4)
6 (10)
1,056 (1,189)
3 (17)
Driveway B
7
Driveway D
Maryland Avenue
FIGURE 10 | YEAR 2024 BUILD CAPACITY ANALYSIS
Legend
Peak Hour Traffic Volumes
Intersection
Lane Configuration
AM(PM)
X
1
Ocotillo Road
4
6
Driveway C
7
8
5
Maryland Ave
Maryland Ave
4
Driveway B
B (E)
2
1
69th Ave
2
69th Avenue
5
6
8
67 Flats
(Multifamily)
Juniper Square
(Senior Family)
Driveway C
Driveway B
Ocotillo Rd
Ocotillo Rd
A (B)
A (A)
B (B)
A (A)
A (A)
B (B)
A (B)
A (A)
A (A)
C (C)
C (C)
C (C)
C (C)
C (C)
C (C)
A (A)
A (A)
A (B)
A (A)
F (F)
D (F)
C (F)
F (F)
A (A)
Ocotillo Rd
Ocotillo Rd
69th Ave
69th Ave
Maryland Ave
Maryland Ave
Maryland Ave
Maryland Ave
Maryland Ave
Maryland Ave
67th Avenue
67th Ave
67th Ave
67th Ave
67th Ave
67th Ave
67th Ave
LOS A (B)
A (A)
A (A)
A (B)
A (A)
3
67th Ave
67th Ave
Driveway A
Driveway B
C (C)
B (B)
A (A)
A (A)
F (F)
B (B)
Driveway C
Driveway D
A (A)
B (B)
A (A)
A (A)
A (A)
B (B)
3
Driveway A
7
Driveway D
Maryland Avenue
24
67 Flats & Juniper Square
Traffic Impact Study – Category I
7. Future Conditions (Year 2027)
This section analyzes the effects the proposed development will have on the surrounding roadway
network during the year of 2027, which is 3 years after the build out of the proposed 67 Flats and
Juniper Square developments.
7.1. Year 2027 Background Traffic Volumes
Similar to the year 2024 background traffic volumes described in detail in Section 6.1, a 2.0% annual
growth rate is applied to all existing traffic volumes (Figure 4) through the year 2027.
The year 2027 background traffic volumes are shown in Figure 11, which includes the 2.0% annual
growth rate.
7.2. Year 2027 Build Traffic Volumes
When the site traffic volumes (Figure 7) are added to the year 2027 background traffic volumes
(Figure 11), the result is the year 2027 build traffic volumes. This represents the traffic volumes with
the build out of the proposed development. The year 2027 build traffic volumes are shown in
Figure 12.
7.3. Year 2027 Build Capacity Analysis
The capacity and level of service for the study area intersections were also evaluated for the year
2027 build traffic volumes. A Peak Hour Factors (PHF) of 0.92 was utilized.
The results of the year 2027 build capacity analysis reveal that the study intersections operate with
a level of service (LOS) D or better, or are maintained at the year 2024 build level of service.
See Figure 13 for the AM and PM peak hour year 2027 build capacity analysis. The detailed capacity
analysis sheets can be found in Appendix I.
FIGURE 11 | YEAR 2027 BACKGROUND TRAFFIC VOLUMES
Legend
Peak Hour Traffic Volumes
Intersection
AM(PM)
X
1
Ocotillo Road
4
6
Driveway C
8
5
Maryland Ave
Maryland Ave
4
1,077 (1,250)
0 (9)
Driveway B
3 (14)
0 (4)
1,089 (1,224)
3 (18)
2
1
69th Ave
2
69th Avenue
5
6
8
67 Flats
(Multifamily)
Juniper Square
(Senior Family)
Driveway C
Driveway B
Ocotillo Rd
Ocotillo Rd
21 (53)
7 (17)
39 (133)
16 (73)
69 (92)
9 (9)
23 (16)
17 (28)
58 (48)
6 (33)
79 (123)
24 (19)
12 (18)
86 (124)
26 (37)
5 (14)
10 (37)
16 (28)
16 (46)
893 (1,023)
58 (113)
57 (56)
73 (70)
41 (66)
120 (161)
57 (111)
87 (121)
45 (59)
951 (1,038)
106 (134)
40 (47)
1,012 (1,131)
44 (72)
17 (49)
6 (12)
47 (90)
77 (87)
6 (8)
39 (39)
40 (50)
996 (1,139)
51 (80)
Ocotillo Rd
Ocotillo Rd
69th Ave
69th Ave
Maryland Ave
Maryland Ave
Maryland Ave
Maryland Ave
Maryland Avenue
67th Avenue
67th Ave
67th Ave
67th Ave
67th Ave
67th Ave
67th Ave
13 (12)
12 (15)
146 (179)
7 (20)
111 (169)
9 (17)
FIGURE 12 | YEAR 2027 BUILD TRAFFIC VOLUMES
Legend
Peak Hour Traffic Volumes
Intersection
AM(PM)
X
1
Ocotillo Road
3
4
6
Driveway C
7
8
5
Maryland Ave
Maryland Ave
4
Driveway B
3
Driveway A
4 (13)
1,116 (1,290)
21 (13)
23 (14)
8 (25)
1,094 (1,300)
2
1
69th Ave
2
69th Avenue
5
6
8
67 Flats
(Multifamily)
Juniper Square
(Senior Family)
Driveway C
Driveway A
Driveway B
Ocotillo Rd
Ocotillo Rd
24 (56)
7 (17)
39 (133)
17 (80)
69 (92)
9 (9)
23 (16)
17 (28)
60 (52)
6 (33)
81 (131)
24 (19)
15 (21)
91 (128)
29 (40)
5 (14)
10 (37)
17 (35)
27 (80)
898 (1,038)
58 (113)
86 (75)
80 (74)
65 (82)
121 (163)
61 (125)
87 (121)
52 (81)
976 (1,054)
111 (138)
41 (48)
1,064 (1,165)
49 (76)
17 (49)
6 (12)
47 (90)
77 (87)
6 (8)
41 (44)
40 (50)
1,015 (1,191)
51 (80)
Ocotillo Rd
Ocotillo Rd
69th Ave
69th Ave
Maryland Ave
Maryland Ave
Maryland Ave
Maryland Ave
Maryland Ave
Maryland Ave
67th Avenue
67th Ave
67th Ave
67th Ave
67th Ave
67th Ave
67th Ave
67th Ave
67th Ave
Driveway C
Driveway D
3 (16)
148 (182)
7 (20)
2 (3)
197 (210)
13 (12)
0 (0)
12 (15)
17 (56)
114 (172)
9 (17)
5 (14)
125 (238)
8 (7)
0 (0)
50 (31)
3 (3)
10 (8)
2 (4)
1,110 (1,282)
0 (9)
8 (7)
0 (0)
7 (6)
3 (14)
0 (0)
0 (4)
6 (10)
1,119 (1,260)
3 (18)
Driveway B
7
Driveway D
Maryland Avenue
FIGURE 13 | YEAR 2027 BUILD CAPACITY ANALYSIS
Legend
Peak Hour Traffic Volumes
Intersection
Lane Configuration
AM(PM)
X
1
Ocotillo Road
4
6
Driveway C
7
8
5
Maryland Ave
Maryland Ave
4
Driveway B
B (E)
2
1
69th Ave
2
69th Avenue
5
6
8
67 Flats
(Multifamily)
Juniper Square
(Senior Family)
Driveway C
Driveway B
Ocotillo Rd
Ocotillo Rd
A (B)
A (A)
B (B)
A (A)
A (A)
B (B)
A (B)
A (A)
A (A)
C (C)
C (C)
C (C)
C (C)
C (C)
C (C)
A (A)
A (A)
A (B)
A (A)
F (F)
D (F)
D (F)
F (F)
A (A)
Ocotillo Rd
Ocotillo Rd
69th Ave
69th Ave
Maryland Ave
Maryland Ave
Maryland Ave
Maryland Ave
Maryland Ave
Maryland Ave
67th Avenue
67th Ave
67th Ave
67th Ave
67th Ave
67th Ave
67th Ave
LOS A (B)
A (A)
A (A)
A (B)
A (A)
3
67th Ave
67th Ave
Driveway A
Driveway B
C (C)
B (B)
A (A)
A (A)
F (F)
B (B)
Driveway C
Driveway D
A (A)
B (B)
A (A)
A (A)
A (A)
B (B)
3
Driveway A
7
Driveway D
Maryland Avenue
28
67 Flats & Juniper Square
Traffic Impact Study – Category I
8. Turn Lane Warrant Analysis
Turn lanes allow vehicles exiting a roadway to slow to a reduced speed to execute a turn without
impeding the main flow of traffic. Based on future growth projections and trip generation
calculations of the proposed development, the following sections utilize the MCDOT Roadway
Design Manual, dated August 2021 to conduct the turn lane analysis.
The MCDOT 2021 Roadway Design Manual Section 7.15 (Auxiliary Lanes for Driveways) was utilized to
determine the need for left and/or right turn deceleration lanes at the site driveways.
Right Turn Lane Warrant at Driveways
Section 7.15.1 entitled Right Turn Lanes provides the criteria for right turn lanes for driveways. A
right turn lane to be provided at an intersection when:
• The outside lane has an expected volume of 250 vph or greater and the right turn
volume is greater than 55 vph.
• Any three of the below criteria are met:
a. At least 5,000 vehicle per day are using or are expected to be using the adjacent
street.
b. The roadway’s posted speed limit is greater than 35 mph.
c. At least 1,000 vehicles per day are using or are expected to use the driveway.
d. At least 30 vehicles are expected to make right-turns into the driveway within a
one-hour period.
Discussions with the City of Glendale, additional trip assignment calculations were conducted for
the intersection of 67th Avenue and Driveway A (3). The total number of units north of Driveway A,
was calculated. There are 192 units. See Figure 14.
Figure 14 - Total Number of Units North of Driveway A
29
67 Flats & Juniper Square
Traffic Impact Study – Category I
The trip generation for just these units were calculated, see Table 3.
Table 3 – Right Turn Lane Warrant Analysis
The highest number of inbound trips occur in the PM peak hour with 65 trips. Assuming all traffic
coming from the north (See Figure 6 for the Trip Distribution - 6% + 4% + 37% = 47%) destined to
these 192 units would use Driveway A to turn right into the 67 Flats development results in a total of
31 southbound right turns during the PM peak hour. Criteria a. through d. listed above are all met
for Driveway A.
The right turn lane warrant criteria was also applied to the year 2027 traffic volumes for Driveway B
and is shown below in Table 4.
Table 4 – Right Turn Lane Warrant Analysis
As shown in Table 4, based on the MCDOT right turn lane warrant criteria, a right turn lane is
warranted at Driveway A, while it is not warranted at Driveway B.
Left Turn Lane Warrant at Driveways
Section 7.15.2 entitled Left Turn Lanes provides the criteria for left turn lanes for driveways along
arterials and collectors. Table 7.6 from the MCDOT Roadway Design Manual provides the left turn
lane criteria, which is provided below:
Weekday
Total
Total
In
Out
Total
In
Out
220
192
Dwelling
Units
1,306
82
20
62
103
65
38
AM Peak Hour
PM Peak Hour
Multifamily Housing (Low-Rise)
Land Use
ITE
Code
Qty
Unit
AM
9
1,094
PM
31
1,300
AM
6
1,119
PM
10
1,260
2027
67th Avenue
Driveway B (4)
2
40
SB
On
YES
Peak
Hour
Speed
Limit
Right
Through
Driveway A (3)
2
40
SB
Direction
At
Warranted
2027
Year
No. Thru
Lanes
67th Avenue
Right Turn
NO
30
67 Flats & Juniper Square
Traffic Impact Study – Category I
Applying the above left turn lane warrant criteria to the year 2027 traffic volumes is show below in
Table 5.
Table 5 – Left Turn Lane Warrant Analysis
As shown in Table 5, a northbound left turn lane is warranted at 67th Avenue and Driveway A (3).
The existing center two-way left turn lane accommodates this movement and serves as an
exclusive left turn lane.
AM
1,116
4
PM
1,290
13
AM
1,110
2
PM
1,282
4
Speed
Limit
Peak
Hour
Direction
Through
Left
Warranted
YES
NB
40
NB
NO
Year
2027
67th Avenue
Driveway A (3)
2
On
At
No. Thru
Lanes
2027
67th Avenue
Driveway B (4)
2
40
31
67 Flats & Juniper Square
Traffic Impact Study – Category I
Right Turn Lane (Southbound) at the Intersection of 67th Avenue and Maryland Avenue
The MCDOT 2021 Roadway Design Manual Section 6.1.6 (Intersection Lane Requirements) was
utilized to determine the need for a southbound right turn deceleration lane at the intersection of
67th Avenue and Maryland Avenue.
Right Turn Lane Warrant at Intersections
Section 6.1.6 entitled Intersection Lane Requirements provides the criteria for right turn lanes for
intersection. A right turn lane to be provided at an intersection when:
1. The roadway has 2 approach through lanes, a posted speed limit of 45 mph or greater, and
an expected right-turn peak hour volume of 300 vph or greater
2. The roadway has 1 approach through lanes, a posted speed limit of 35 mph or greater, and
an expected right-turn peak hour volume of 300 vph or greater
3. On any roadway where a traffic impact analysis indicated the LOS would be increased to a
LOS of D or better with the addition of a right-turn lane.
4. In rural and developing urban area with higher speeds, a separate right turn lane may be
required for lower right turn volumes.
Using the MCDOT criteria, the need for a southbound right turn lane at the intersection of 67th
Avenue and Driveway A (3) was evaluated for the year 2027 build scenario as shown in Table 6.
Table 6 – Southbound Right Turn Lane – 67th Avenue and Maryland Avenue (8)
AM
52
PM
81
No. Thru
Lanes
Speed
Limit
Peak
Hour
Right Turn
NO
2027
67th Avenue
Maryland Avenue
2
45
SB
Direction
Right
(vph)
Warranted
Year
On
At
32
67 Flats & Juniper Square
Traffic Impact Study – Category I
9. Recommendations & Conclusions
The proposed 67 Flats and Juniper Square developments is located on the northwest corner of 67th
Avenue and Maryland Avenue in Glendale, Arizona.
The proposed development will include the following two (2) land uses:
67 Flats
Multi-Family
384 dwelling units
12 one-bedroom units
204 two-bedroom units
168 three-bedroom
Juniper Square
Senior Living
221 dwelling units
66 one-bedroom units
131 two-bedroom units
24 three-bedroom
The proposed 67 Flats and Juniper Square developments is anticipated to generate a total of 3,201
weekday trips, with 185 AM peak hour trips and 241 PM peak hour trips.
In summary and as included in the discussion and analyses throughout this report, the following are
the recommended improvements:
Recommendations
• 67th Avenue and Driveway A (3)
Buildout of a full access driveway and a southbound right turn deceleration lane with 160
feet of storage and 100 feet of taper.
• 67th Avenue and Driveway B (4)
Buildout of a full access driveway
• Maryland Avenue and Driveway C (6)
Buildout of a full access driveway
• Maryland Avenue and Driveway D (7)
Buildout of a full access driveway
33
67 Flats & Juniper Square
Traffic Impact Study – Category I
As with any new development and potential change in traffic patterns, the following is
recommended:
• Monitor and Adjust Signal Timing
Monitor traffic patterns in the area and if necessary adjust nearby signal timing
A
67 Flats & Juniper Square
Traffic Impact Study – Category I
Appendix A – Proposed Site Plan
W MARYLAND AVE
N 69TH AVE
N 67TH AVE
SENIOR
4 STORY
LEASING /
CLUBHOUSE
@ FIRST
LEVEL
POOL
SPA
CLUBHOUSE
FITNESS
BLDG 2
TYPE I
3 STORY
BLDG 3
TYPE III
3 STORY
BLDG 14
TYPE I
3 STORY
BLDG5
TYPE I
3 STORY
BLDG 10
TYPE I
3 STORY
BLDG 11
TYPE II
3 STORY
BLDG 7
TYPE I
3 STORY
BLDG 4
TYPE I
3 STORY
BLDG 12
TYPE I
3 STORY
BLDG 9
TYPE I
3 STORY
BLDG 13
TYPE I
3 STORY
BLDG 1
TYPE II
3 STORY
BLDG 6
TYPE II
3 STORY
BLDG 8
TYPE I
3 STORY
POOL
SPA
MULTI USE
AREA
MULTI USE
AREA
MULTI USE
AREA
MULTI USE
AREA
W SIERRA VISTA DR
R-4
MULTI-FAMILY
R1-6
SINGLE FAMILY
R1-6
SINGLE FAMILY
R1-6
SINGLE FAMILY
R1-6
SINGLE FAMILY
R-4
R-4
MULTI-FAMILY
MULTI-FAMILY
M-1
R-4
R-4
R-4
R-4
C-2
RETAIL
R-4
CHURCH
RETAIL
ENTRY
55' ROW
55' ROW
35'
ROW
30'
ROW
80' ROW
GATE
GATE
GATE
GATE
GATE
59'-0"
50'-0"
PARCEL LINE
38'
49'
59'
20'
38' SETBACK FOR 3 STORY
+1':1' BLDG HGT OVER 20'
48'
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
EXISTING 6' CMU WALL
6' CMU WALL
6' CMU WALL
20' SETBACK
20' SETBACK
10' LANDSCAPE
SETBACK
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
38' SETBACK FOR 3 STORY
+1':1' BLDG HGT OVER 20'
38' SETBACK FOR
3 STORY
+1':1' BLDG HGT
OVER 20'
49' SETBACK FOR 4 STORY
+1':1' BLDG HGT OVER 20'
38' SETBACK FOR 3 STORY
+1':1' BLDG HGT OVER 20'
CALL BOX
CALL BOX
71'-10"
35'
ROW
REFUSE PER
DTL. G-934
LOADING
LOADING
10' LANDSCAPE
SETBACK
8
8
6
9
9
9
4
10
10
10
6
9
8
9
9
10
10
10
8
11
8
8
9
7
4
10
10
7
8
5
10
6
10
4
4
10
10
8
10
10
10
7
10
10
8
4
10
10
10
8
9
6
7
7
9
8
8
7
9
5
5
10
10
8
8
7
5
5
8
8
7
8
10
10
10
8
9
10
7
7
10
4
3
10
8
5
10
PARCEL LINE
6' CMU WALL
GATE
10
20' SETBACK
MAINT.
BUILDING
9
8
9
8
7
7
6
6
6
CARPORT (TYP.)
10
8
8
7
7
10
5
10
9
8
10
10
10
9
9
9
8
7
9
9
8
5
9
10
10
40' ROW
OUTDOOR
KITCHEN
POOL
EQUIPT.
COMPACTOR
REFUSE &
RECYCLE
BUS
SHELTER
CARPORT (TYP.)
40' ROW
40'
VISIBILITY
TRIANGLES
VISIBILITY
TRIANGLES
VISIBILITY
TRIANGLES
VISIBILITY
TRIANGLES
VISIBILITY
TRIANGLES
VISIBILITY
TRIANGLES
49' SETBACK FOR
4 STORY
+1':1' BLDG HGT
OVER 20'
MONUMENT
SIGN (16'x6')
23'
8'
20' SETBACK
20' SETBACK
6' VIEW FENCE
5'
GATE
4
11
7
8
7
7
CALL BOX
150'
MONUMENT
SIGN (16'x6')
MONUMENT
SIGN (16'x6')
MONUMENT
SIGN (16'x6')
MONUMENT
SIGN (16'x6')
10
44'
45'-0"
REFUSE PER
DTL. G-934
67'-2"
102'-0"
102'-0"
102'-0"
110'-6"
102'-6"
94'-0"
108'-2"
48'-3"
CONNECT
SIDEWALK
TO EXISTING
CONNECT
SIDEWALK
TO EXISTING
PEDESTRIAN
CONNECTIVITY
PEDESTRIAN
CONNECTIVITY
45'-0"
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
PEDESTRIAN GATE
10' LANDSCAPE
SETBACK
CALL BOX
20' SETBACK
6
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
(SENIOR)
JUNIPER SQUARE
(FAMILY)
67 FLATS
602-952-8280 / TODDASSOC.COM
+
TODD
ASSOCIATES
Preliminary Not For Construction
21-2052-02
67 Flats & Juniper Square
Glendale, AZ
REZONING RESUBMITTAL
JUNE 17, 2022
FAMILY LIVING
SENIOR LIVING
SCALE:
0"
30'
60'
120'
1" = 60'-0"
CONCEPTUAL
SITE PLAN
SITE DATA
VICINITY MAP
63RD AVE.
67TH AVE.
71st AVE.
59TH AVE.
GRAND AVE.
MARYLAND
HOME
GLENDALE
SITE
BETHANY
A.04
B
67 Flats & Juniper Square
Traffic Impact Study – Category I
Appendix B – Parcel Information
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144-05-010C
Agriculture Parcel
This is a Agriculture parcel located at 6504 N 67TH AVE GLENDALE 85301. The current owner is 6504 N 67TH
AVENUE LLC. Its current year full cash value is $263,050.
M A P S
P I C T O M E T R Y
V I E W / P A Y T A X
B I L L
D E E D
O W N E R
V A L U A T I O N S
A D D I T I O N A L
I N F O
S K E T C H E S
M A P F E R R E T
S I M I L A R
P A R C E L S
R E G I S T E R
R E N T A L
P R I N T D E T A I L S
6504 N 67TH AVE GLENDALE 85301
MCR #
Description
S2 S2 NE4 EX W2 & EX S 40F & E 50F RDS
Lat/Long
33.531983 | -112.205339
Lot Size
787,129 sq ft.
Zoning
R-4
Lot #
High School District
GLENDALE UNION #205
Elementary School
District
GLENDALE ELEMENTARY SCHOOL DISTRICT
Local Jurisdiction
GLENDALE
S/T/R
12 2N 1E
Market
Area/Neighborhood
17/002
Subdivision (0 Parcels)
6504 N 67TH AVENUE LLC
Mailing Address
4737 N PLACITA DE CONCHA, TUCSON, AZ 85745
Deed Number
080907780
P R O P E R T Y I N F O R M A T I O N
O W N E R I N F O R M A T I O N
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Last Deed Date
10/21/2008
Sale Date
n/a
Sale Price
n/a
We provide valuation information for the past 5 years. For mobile display, we only show 1 year of valuation
information. Should you need more data, please look at our data sales.
The Valuation Information displayed below may not reflect the taxable value used on the tax bill due to any
special valuation relief program. CLICK HERE TO PAY YOUR TAXES OR VIEW YOUR TAX BILL
Tax Year
2023
2022
2021
2020
2019
Full Cash
Value
$263,050
$233,495
$217,730
$178,751
$163,703
Limited Value
$198,981
$189,506
$180,482
$171,888
$163,703
Legal Class
M
M
M
M
M
Description
MIXED LEGAL
CLASS
MIXED LEGAL
CLASS
MIXED LEGAL
CLASS
MIXED LEGAL
CLASS
MIXED LEGAL
CLASS
Assessment
Ratio
10.8%
10.8%
10.8%
10.6%
10.6%
Assessed LPV
$21,490
$20,467
$19,492
$18,220
$17,353
Property Use
Code
4117
4117
4117
4117
4117
PU Description
AGRICULTURAL
WITH
IMPROVEMENTS
AGRICULTURAL
WITH
IMPROVEMENTS
AGRICULTURAL
WITH
IMPROVEMENTS
AGRICULTURAL
WITH
IMPROVEMENTS
AGRICULTURAL
WITH
IMPROVEMENTS
Tax Area Code
400700
400700
400700
400700
400700
Valuation
Source
Notice
Notice
Notice
Notice
Notice
Additional property data.
Description
Imp #
Occupancy
Rank
CCI
Age
Sq Ft.
Single-Family Residence
000101
351
2
C
66
1,488
V A L U A T I O N I N F O R M A T I O N
A D D I T I O N A L P R O P E R T Y I N F O R M A T I O N
B U I L D I N G S K E T C H E S
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Sketches that illustrate the external dimensions of a property.
Mapferret maps, also known as MapId maps, pdf maps, or output maps are now available here without having
to search.
Parcel Maps (2)
Book/Map Maps (4)
CAUTION! USERS SHOULD INDEPENDENTLY RESEARCH AND VERIFY INFORMATION ON THIS
WEBSITE BEFORE RELYING ON IT.
The Assessor's Office has compiled information on this website that it uses to identify, classify, and value real and personal
property. Please contact the Maricopa County S.T.A.R. Center at (602) 506-3406 if you believe any information is incomplete, out
of date, or incorrect so that appropriate corrections can be addressed. Please note that a statutory process is also available to
correct errors pursuant to Arizona Revised Statutes 42-16254.
The Assessor does not guarantee that any information provided on this website is accurate, complete, or current. In many
instances, the Assessor has gathered information from independent sources and made it available on this site, and the original
information may have contained errors and omissions. Errors and omissions may also have occurred in the process of gathering,
interpreting, and reporting the information. Information on the website is not updated in "real time". In addition, users are
cautioned that the process used on this site to illustrate the boundaries of the adjacent parcels is not always consistent with the
recorded documents for such parcels. The parcel boundaries depicted on this site are for illustrative purposes only, and the exact
relationship of adjacent parcels should be independently researched and verified. The information provided on this site is not the
equivalent of a title report or a real estate survey. Users should independently research, investigate and verify all information
before relying on it or in the preparation of legal documents.
By using this website, you acknowledge having read the above and waive any right you may have to claim against Maricopa
County, its officers, employees, and contractors arising out of my reliance on or the use of the information provided on this
website.
M A P F E R R E T M A P S
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144-05-008A
Agriculture Parcel
This is a Agriculture parcel located at . The current owner is 6504 N 67TH AVENUE LLC. Its current year full cash value
is $8,339.
M A P S
P I C T O M E T R Y
V I E W / P A Y T A X
B I L L
D E E D
O W N E R
V A L U A T I O N S
M A P F E R R E T
S I M I L A R
P A R C E L S
R E G I S T E R
R E N T A L
P R I N T D E T A I L S
MCR #
Description
S2 S2 N2 SE4 NE4 EX E 50F RD
Lat/Long
33.533053 | -112.205341
Lot Size
209,959 sq ft.
Zoning
R-4
Lot #
High School District
GLENDALE UNION #205
Elementary School
District
GLENDALE ELEMENTARY SCHOOL DISTRICT
Local Jurisdiction
GLENDALE
S/T/R
12 2N 1E
Market
Area/Neighborhood
17/002
Subdivision (0 Parcels)
6504 N 67TH AVENUE LLC
Mailing Address
4737 N PLACITA DE CONCHA, TUCSON, AZ 85745
Deed Number
080907780
P R O P E R T Y I N F O R M A T I O N
O W N E R I N F O R M A T I O N
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Last Deed Date
10/21/2008
Sale Date
n/a
Sale Price
n/a
We provide valuation information for the past 5 years. For mobile display, we only show 1 year of valuation
information. Should you need more data, please look at our data sales.
The Valuation Information displayed below may not reflect the taxable value used on the tax bill due to any
special valuation relief program. CLICK HERE TO PAY YOUR TAXES OR VIEW YOUR TAX BILL
Tax Year
2023
2022
2021
2020
2019
Full Cash
Value
$8,339
$8,194
$7,182
$6,555
$6,603
Limited Value
$6,907
$6,578
$6,265
$5,967
$5,683
Legal Class
2.R
2.R
2.R
2.R
2.R
Description
AG / VACANT
LAND / NON-
PROFIT R/P
AG / VACANT
LAND / NON-
PROFIT R/P
AG / VACANT
LAND / NON-
PROFIT R/P
AG / VACANT
LAND / NON-
PROFIT R/P
AG / VACANT
LAND / NON-
PROFIT R/P
Assessment
Ratio
15.0%
15.0%
15.0%
15.0%
15.0%
Assessed LPV
$1,036
$987
$940
$895
$852
Property Use
Code
4110
4110
4110
4110
4110
PU Description
AGRICULTURAL
AGRICULTURAL
AGRICULTURAL
AGRICULTURAL
AGRICULTURAL
Tax Area Code
400700
400700
400700
400700
400700
Valuation
Source
Notice
Notice
Notice
Notice
Notice
Mapferret maps, also known as MapId maps, pdf maps, or output maps are now available here without having
to search.
Parcel Maps (1)
Book/Map Maps (4)
CAUTION! USERS SHOULD INDEPENDENTLY RESEARCH AND VERIFY INFORMATION ON THIS
WEBSITE BEFORE RELYING ON IT.
V A L U A T I O N I N F O R M A T I O N
M A P F E R R E T M A P S
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Maricopa County Assessor's Office
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3/3
The Assessor's Office has compiled information on this website that it uses to identify, classify, and value real and personal
property. Please contact the Maricopa County S.T.A.R. Center at (602) 506-3406 if you believe any information is incomplete, out
of date, or incorrect so that appropriate corrections can be addressed. Please note that a statutory process is also available to
correct errors pursuant to Arizona Revised Statutes 42-16254.
The Assessor does not guarantee that any information provided on this website is accurate, complete, or current. In many
instances, the Assessor has gathered information from independent sources and made it available on this site, and the original
information may have contained errors and omissions. Errors and omissions may also have occurred in the process of gathering,
interpreting, and reporting the information. Information on the website is not updated in "real time". In addition, users are
cautioned that the process used on this site to illustrate the boundaries of the adjacent parcels is not always consistent with the
recorded documents for such parcels. The parcel boundaries depicted on this site are for illustrative purposes only, and the exact
relationship of adjacent parcels should be independently researched and verified. The information provided on this site is not the
equivalent of a title report or a real estate survey. Users should independently research, investigate and verify all information
before relying on it or in the preparation of legal documents.
By using this website, you acknowledge having read the above and waive any right you may have to claim against Maricopa
County, its officers, employees, and contractors arising out of my reliance on or the use of the information provided on this
website.
2/25/22, 11:19 AM
Maricopa County Assessor's Office
https://mcassessor.maricopa.gov/mcs/?q=144-05-009A
1/3
144-05-009A
Agriculture Parcel
This is a Agriculture parcel located at 6504 N 67TH AVE GLENDALE 85301. The current owner is 6504 N 67TH
AVENUE LLC. Its current year full cash value is $8,339.
M A P S
P I C T O M E T R Y
V I E W / P A Y T A X
B I L L
D E E D
O W N E R
V A L U A T I O N S
S K E T C H E S
M A P F E R R E T
S I M I L A R
P A R C E L S
R E G I S T E R
R E N T A L
P R I N T D E T A I L S
6504 N 67TH AVE GLENDALE 85301
MCR #
Description
N2 S2 E2 N2 S2 NE4 EX E 50F RD
Lat/Long
33.533512 | -112.205327
Lot Size
209,959 sq ft.
Zoning
R-4
Lot #
High School District
GLENDALE UNION #205
Elementary School
District
GLENDALE ELEMENTARY SCHOOL DISTRICT
Local Jurisdiction
GLENDALE
S/T/R
12 2N 1E
Market
Area/Neighborhood
17/002
Subdivision (0 Parcels)
6504 N 67TH AVENUE LLC
Mailing Address
4737 N PLACITA DE CONCHA, TUCSON, AZ 85745
Deed Number
080907780
P R O P E R T Y I N F O R M A T I O N
O W N E R I N F O R M A T I O N
2/25/22, 11:19 AM
Maricopa County Assessor's Office
https://mcassessor.maricopa.gov/mcs/?q=144-05-009A
2/3
Last Deed Date
10/21/2008
Sale Date
n/a
Sale Price
n/a
We provide valuation information for the past 5 years. For mobile display, we only show 1 year of valuation
information. Should you need more data, please look at our data sales.
The Valuation Information displayed below may not reflect the taxable value used on the tax bill due to any
special valuation relief program. CLICK HERE TO PAY YOUR TAXES OR VIEW YOUR TAX BILL
Tax Year
2023
2022
2021
2020
2019
Full Cash
Value
$8,339
$8,194
$7,182
$6,555
$6,603
Limited Value
$6,907
$6,578
$6,265
$5,967
$5,683
Legal Class
2.R
2.R
2.R
2.R
2.R
Description
AG / VACANT
LAND / NON-
PROFIT R/P
AG / VACANT
LAND / NON-
PROFIT R/P
AG / VACANT
LAND / NON-
PROFIT R/P
AG / VACANT
LAND / NON-
PROFIT R/P
AG / VACANT
LAND / NON-
PROFIT R/P
Assessment
Ratio
15.0%
15.0%
15.0%
15.0%
15.0%
Assessed LPV
$1,036
$987
$940
$895
$852
Property Use
Code
4110
4110
4110
4110
4110
PU Description
AGRICULTURAL
AGRICULTURAL
AGRICULTURAL
AGRICULTURAL
AGRICULTURAL
Tax Area Code
400700
400700
400700
400700
400700
Valuation
Source
Notice
Notice
Notice
Notice
Notice
Sketches that illustrate the external dimensions of a property.
V A L U A T I O N I N F O R M A T I O N
B U I L D I N G S K E T C H E S
2/25/22, 11:19 AM
Maricopa County Assessor's Office
https://mcassessor.maricopa.gov/mcs/?q=144-05-009A
3/3
Mapferret maps, also known as MapId maps, pdf maps, or output maps are now available here without having
to search.
Parcel Maps (1)
Book/Map Maps (4)
CAUTION! USERS SHOULD INDEPENDENTLY RESEARCH AND VERIFY INFORMATION ON THIS
WEBSITE BEFORE RELYING ON IT.
The Assessor's Office has compiled information on this website that it uses to identify, classify, and value real and personal
property. Please contact the Maricopa County S.T.A.R. Center at (602) 506-3406 if you believe any information is incomplete, out
of date, or incorrect so that appropriate corrections can be addressed. Please note that a statutory process is also available to
correct errors pursuant to Arizona Revised Statutes 42-16254.
The Assessor does not guarantee that any information provided on this website is accurate, complete, or current. In many
instances, the Assessor has gathered information from independent sources and made it available on this site, and the original
information may have contained errors and omissions. Errors and omissions may also have occurred in the process of gathering,
interpreting, and reporting the information. Information on the website is not updated in "real time". In addition, users are
cautioned that the process used on this site to illustrate the boundaries of the adjacent parcels is not always consistent with the
recorded documents for such parcels. The parcel boundaries depicted on this site are for illustrative purposes only, and the exact
relationship of adjacent parcels should be independently researched and verified. The information provided on this site is not the
equivalent of a title report or a real estate survey. Users should independently research, investigate and verify all information
before relying on it or in the preparation of legal documents.
By using this website, you acknowledge having read the above and waive any right you may have to claim against Maricopa
County, its officers, employees, and contractors arising out of my reliance on or the use of the information provided on this
website.
M A P F E R R E T M A P S
2/25/22, 11:18 AM
Maricopa County Assessor's Office
https://mcassessor.maricopa.gov/mcs/?q=144-05-010C
1/4
144-05-010C
Agriculture Parcel
This is a Agriculture parcel located at 6504 N 67TH AVE GLENDALE 85301. The current owner is 6504 N 67TH
AVENUE LLC. Its current year full cash value is $263,050.
M A P S
P I C T O M E T R Y
V I E W / P A Y T A X
B I L L
D E E D
O W N E R
V A L U A T I O N S
A D D I T I O N A L
I N F O
S K E T C H E S
M A P F E R R E T
S I M I L A R
P A R C E L S
R E G I S T E R
R E N T A L
P R I N T D E T A I L S
6504 N 67TH AVE GLENDALE 85301
MCR #
Description
S2 S2 NE4 EX W2 & EX S 40F & E 50F RDS
Lat/Long
33.531983 | -112.205339
Lot Size
787,129 sq ft.
Zoning
R-4
Lot #
High School District
GLENDALE UNION #205
Elementary School
District
GLENDALE ELEMENTARY SCHOOL DISTRICT
Local Jurisdiction
GLENDALE
S/T/R
12 2N 1E
Market
Area/Neighborhood
17/002
Subdivision (0 Parcels)
6504 N 67TH AVENUE LLC
Mailing Address
4737 N PLACITA DE CONCHA, TUCSON, AZ 85745
Deed Number
080907780
P R O P E R T Y I N F O R M A T I O N
O W N E R I N F O R M A T I O N
2/25/22, 11:18 AM
Maricopa County Assessor's Office
https://mcassessor.maricopa.gov/mcs/?q=144-05-010C
2/4
Last Deed Date
10/21/2008
Sale Date
n/a
Sale Price
n/a
We provide valuation information for the past 5 years. For mobile display, we only show 1 year of valuation
information. Should you need more data, please look at our data sales.
The Valuation Information displayed below may not reflect the taxable value used on the tax bill due to any
special valuation relief program. CLICK HERE TO PAY YOUR TAXES OR VIEW YOUR TAX BILL
Tax Year
2023
2022
2021
2020
2019
Full Cash
Value
$263,050
$233,495
$217,730
$178,751
$163,703
Limited Value
$198,981
$189,506
$180,482
$171,888
$163,703
Legal Class
M
M
M
M
M
Description
MIXED LEGAL
CLASS
MIXED LEGAL
CLASS
MIXED LEGAL
CLASS
MIXED LEGAL
CLASS
MIXED LEGAL
CLASS
Assessment
Ratio
10.8%
10.8%
10.8%
10.6%
10.6%
Assessed LPV
$21,490
$20,467
$19,492
$18,220
$17,353
Property Use
Code
4117
4117
4117
4117
4117
PU Description
AGRICULTURAL
WITH
IMPROVEMENTS
AGRICULTURAL
WITH
IMPROVEMENTS
AGRICULTURAL
WITH
IMPROVEMENTS
AGRICULTURAL
WITH
IMPROVEMENTS
AGRICULTURAL
WITH
IMPROVEMENTS
Tax Area Code
400700
400700
400700
400700
400700
Valuation
Source
Notice
Notice
Notice
Notice
Notice
Additional property data.
Description
Imp #
Occupancy
Rank
CCI
Age
Sq Ft.
Single-Family Residence
000101
351
2
C
66
1,488
V A L U A T I O N I N F O R M A T I O N
A D D I T I O N A L P R O P E R T Y I N F O R M A T I O N
B U I L D I N G S K E T C H E S
2/25/22, 11:18 AM
Maricopa County Assessor's Office
https://mcassessor.maricopa.gov/mcs/?q=144-05-010C
3/4
Sketches that illustrate the external dimensions of a property.
Mapferret maps, also known as MapId maps, pdf maps, or output maps are now available here without having
to search.
Parcel Maps (2)
Book/Map Maps (4)
CAUTION! USERS SHOULD INDEPENDENTLY RESEARCH AND VERIFY INFORMATION ON THIS
WEBSITE BEFORE RELYING ON IT.
The Assessor's Office has compiled information on this website that it uses to identify, classify, and value real and personal
property. Please contact the Maricopa County S.T.A.R. Center at (602) 506-3406 if you believe any information is incomplete, out
of date, or incorrect so that appropriate corrections can be addressed. Please note that a statutory process is also available to
correct errors pursuant to Arizona Revised Statutes 42-16254.
The Assessor does not guarantee that any information provided on this website is accurate, complete, or current. In many
instances, the Assessor has gathered information from independent sources and made it available on this site, and the original
information may have contained errors and omissions. Errors and omissions may also have occurred in the process of gathering,
interpreting, and reporting the information. Information on the website is not updated in "real time". In addition, users are
cautioned that the process used on this site to illustrate the boundaries of the adjacent parcels is not always consistent with the
recorded documents for such parcels. The parcel boundaries depicted on this site are for illustrative purposes only, and the exact
relationship of adjacent parcels should be independently researched and verified. The information provided on this site is not the
equivalent of a title report or a real estate survey. Users should independently research, investigate and verify all information
before relying on it or in the preparation of legal documents.
By using this website, you acknowledge having read the above and waive any right you may have to claim against Maricopa
County, its officers, employees, and contractors arising out of my reliance on or the use of the information provided on this
website.
M A P F E R R E T M A P S
2/25/22, 11:19 AM
Maricopa County Assessor's Office
https://mcassessor.maricopa.gov/mcs/?q=144-05-008A
1/3
144-05-008A
Agriculture Parcel
This is a Agriculture parcel located at . The current owner is 6504 N 67TH AVENUE LLC. Its current year full cash value
is $8,339.
M A P S
P I C T O M E T R Y
V I E W / P A Y T A X
B I L L
D E E D
O W N E R
V A L U A T I O N S
M A P F E R R E T
S I M I L A R
P A R C E L S
R E G I S T E R
R E N T A L
P R I N T D E T A I L S
MCR #
Description
S2 S2 N2 SE4 NE4 EX E 50F RD
Lat/Long
33.533053 | -112.205341
Lot Size
209,959 sq ft.
Zoning
R-4
Lot #
High School District
GLENDALE UNION #205
Elementary School
District
GLENDALE ELEMENTARY SCHOOL DISTRICT
Local Jurisdiction
GLENDALE
S/T/R
12 2N 1E
Market
Area/Neighborhood
17/002
Subdivision (0 Parcels)
6504 N 67TH AVENUE LLC
Mailing Address
4737 N PLACITA DE CONCHA, TUCSON, AZ 85745
Deed Number
080907780
P R O P E R T Y I N F O R M A T I O N
O W N E R I N F O R M A T I O N
2/25/22, 11:19 AM
Maricopa County Assessor's Office
https://mcassessor.maricopa.gov/mcs/?q=144-05-008A
2/3
Last Deed Date
10/21/2008
Sale Date
n/a
Sale Price
n/a
We provide valuation information for the past 5 years. For mobile display, we only show 1 year of valuation
information. Should you need more data, please look at our data sales.
The Valuation Information displayed below may not reflect the taxable value used on the tax bill due to any
special valuation relief program. CLICK HERE TO PAY YOUR TAXES OR VIEW YOUR TAX BILL
Tax Year
2023
2022
2021
2020
2019
Full Cash
Value
$8,339
$8,194
$7,182
$6,555
$6,603
Limited Value
$6,907
$6,578
$6,265
$5,967
$5,683
Legal Class
2.R
2.R
2.R
2.R
2.R
Description
AG / VACANT
LAND / NON-
PROFIT R/P
AG / VACANT
LAND / NON-
PROFIT R/P
AG / VACANT
LAND / NON-
PROFIT R/P
AG / VACANT
LAND / NON-
PROFIT R/P
AG / VACANT
LAND / NON-
PROFIT R/P
Assessment
Ratio
15.0%
15.0%
15.0%
15.0%
15.0%
Assessed LPV
$1,036
$987
$940
$895
$852
Property Use
Code
4110
4110
4110
4110
4110
PU Description
AGRICULTURAL
AGRICULTURAL
AGRICULTURAL
AGRICULTURAL
AGRICULTURAL
Tax Area Code
400700
400700
400700
400700
400700
Valuation
Source
Notice
Notice
Notice
Notice
Notice
Mapferret maps, also known as MapId maps, pdf maps, or output maps are now available here without having
to search.
Parcel Maps (1)
Book/Map Maps (4)
CAUTION! USERS SHOULD INDEPENDENTLY RESEARCH AND VERIFY INFORMATION ON THIS
WEBSITE BEFORE RELYING ON IT.
V A L U A T I O N I N F O R M A T I O N
M A P F E R R E T M A P S
2/25/22, 11:19 AM
Maricopa County Assessor's Office
https://mcassessor.maricopa.gov/mcs/?q=144-05-008A
3/3
The Assessor's Office has compiled information on this website that it uses to identify, classify, and value real and personal
property. Please contact the Maricopa County S.T.A.R. Center at (602) 506-3406 if you believe any information is incomplete, out
of date, or incorrect so that appropriate corrections can be addressed. Please note that a statutory process is also available to
correct errors pursuant to Arizona Revised Statutes 42-16254.
The Assessor does not guarantee that any information provided on this website is accurate, complete, or current. In many
instances, the Assessor has gathered information from independent sources and made it available on this site, and the original
information may have contained errors and omissions. Errors and omissions may also have occurred in the process of gathering,
interpreting, and reporting the information. Information on the website is not updated in "real time". In addition, users are
cautioned that the process used on this site to illustrate the boundaries of the adjacent parcels is not always consistent with the
recorded documents for such parcels. The parcel boundaries depicted on this site are for illustrative purposes only, and the exact
relationship of adjacent parcels should be independently researched and verified. The information provided on this site is not the
equivalent of a title report or a real estate survey. Users should independently research, investigate and verify all information
before relying on it or in the preparation of legal documents.
By using this website, you acknowledge having read the above and waive any right you may have to claim against Maricopa
County, its officers, employees, and contractors arising out of my reliance on or the use of the information provided on this
website.
2/25/22, 11:19 AM
Maricopa County Assessor's Office
https://mcassessor.maricopa.gov/mcs/?q=144-05-009A
1/3
144-05-009A
Agriculture Parcel
This is a Agriculture parcel located at 6504 N 67TH AVE GLENDALE 85301. The current owner is 6504 N 67TH
AVENUE LLC. Its current year full cash value is $8,339.
M A P S
P I C T O M E T R Y
V I E W / P A Y T A X
B I L L
D E E D
O W N E R
V A L U A T I O N S
S K E T C H E S
M A P F E R R E T
S I M I L A R
P A R C E L S
R E G I S T E R
R E N T A L
P R I N T D E T A I L S
6504 N 67TH AVE GLENDALE 85301
MCR #
Description
N2 S2 E2 N2 S2 NE4 EX E 50F RD
Lat/Long
33.533512 | -112.205327
Lot Size
209,959 sq ft.
Zoning
R-4
Lot #
High School District
GLENDALE UNION #205
Elementary School
District
GLENDALE ELEMENTARY SCHOOL DISTRICT
Local Jurisdiction
GLENDALE
S/T/R
12 2N 1E
Market
Area/Neighborhood
17/002
Subdivision (0 Parcels)
6504 N 67TH AVENUE LLC
Mailing Address
4737 N PLACITA DE CONCHA, TUCSON, AZ 85745
Deed Number
080907780
P R O P E R T Y I N F O R M A T I O N
O W N E R I N F O R M A T I O N
2/25/22, 11:19 AM
Maricopa County Assessor's Office
https://mcassessor.maricopa.gov/mcs/?q=144-05-009A
2/3
Last Deed Date
10/21/2008
Sale Date
n/a
Sale Price
n/a
We provide valuation information for the past 5 years. For mobile display, we only show 1 year of valuation
information. Should you need more data, please look at our data sales.
The Valuation Information displayed below may not reflect the taxable value used on the tax bill due to any
special valuation relief program. CLICK HERE TO PAY YOUR TAXES OR VIEW YOUR TAX BILL
Tax Year
2023
2022
2021
2020
2019
Full Cash
Value
$8,339
$8,194
$7,182
$6,555
$6,603
Limited Value
$6,907
$6,578
$6,265
$5,967
$5,683
Legal Class
2.R
2.R
2.R
2.R
2.R
Description
AG / VACANT
LAND / NON-
PROFIT R/P
AG / VACANT
LAND / NON-
PROFIT R/P
AG / VACANT
LAND / NON-
PROFIT R/P
AG / VACANT
LAND / NON-
PROFIT R/P
AG / VACANT
LAND / NON-
PROFIT R/P
Assessment
Ratio
15.0%
15.0%
15.0%
15.0%
15.0%
Assessed LPV
$1,036
$987
$940
$895
$852
Property Use
Code
4110
4110
4110
4110
4110
PU Description
AGRICULTURAL
AGRICULTURAL
AGRICULTURAL
AGRICULTURAL
AGRICULTURAL
Tax Area Code
400700
400700
400700
400700
400700
Valuation
Source
Notice
Notice
Notice
Notice
Notice
Sketches that illustrate the external dimensions of a property.
V A L U A T I O N I N F O R M A T I O N
B U I L D I N G S K E T C H E S
2/25/22, 11:19 AM
Maricopa County Assessor's Office
https://mcassessor.maricopa.gov/mcs/?q=144-05-009A
3/3
Mapferret maps, also known as MapId maps, pdf maps, or output maps are now available here without having
to search.
Parcel Maps (1)
Book/Map Maps (4)
CAUTION! USERS SHOULD INDEPENDENTLY RESEARCH AND VERIFY INFORMATION ON THIS
WEBSITE BEFORE RELYING ON IT.
The Assessor's Office has compiled information on this website that it uses to identify, classify, and value real and personal
property. Please contact the Maricopa County S.T.A.R. Center at (602) 506-3406 if you believe any information is incomplete, out
of date, or incorrect so that appropriate corrections can be addressed. Please note that a statutory process is also available to
correct errors pursuant to Arizona Revised Statutes 42-16254.
The Assessor does not guarantee that any information provided on this website is accurate, complete, or current. In many
instances, the Assessor has gathered information from independent sources and made it available on this site, and the original
information may have contained errors and omissions. Errors and omissions may also have occurred in the process of gathering,
interpreting, and reporting the information. Information on the website is not updated in "real time". In addition, users are
cautioned that the process used on this site to illustrate the boundaries of the adjacent parcels is not always consistent with the
recorded documents for such parcels. The parcel boundaries depicted on this site are for illustrative purposes only, and the exact
relationship of adjacent parcels should be independently researched and verified. The information provided on this site is not the
equivalent of a title report or a real estate survey. Users should independently research, investigate and verify all information
before relying on it or in the preparation of legal documents.
By using this website, you acknowledge having read the above and waive any right you may have to claim against Maricopa
County, its officers, employees, and contractors arising out of my reliance on or the use of the information provided on this
website.
M A P F E R R E T M A P S
C
67 Flats & Juniper Square
Traffic Impact Study – Category I
Appendix C – Traffic Count Data
69TH AVE
69TH AVE
OCOTILLO RD
OCOTILLO RD
(303) 216-2439
www.alltrafficdata.net
Location: 1 69TH AVE & OCOTILLO RD AM
Tuesday, December 7, 2021
Date:
Peak Hour - Motorized Vehicles
Peak Hour - Bicycles
Peak Hour - Pedestrians
Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.
Peak Hour:
08:00 AM - 09:00 AM
Peak 15-Minutes:
08:45 AM - 09:00 AM
0
0
124
87
92
59
131
201
0.49
N
S
E
W
0.00
0.54
0.46
0.47
()
()
(185)
(121)
(270)
(168)
(115)
(77)
0
0
0
0
116
8
51
80
0
0
0
0
85
0
7
0
OCOTILLO RD
OCOTILLO RD
69TH AVE
69TH AVE
81
3
17
85
N
S
E
W
2
1
3
14
70
11
51
34
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
N
S
E
W
0
0
0
0
0
0
0
0
0
0
0
0
Left
Thru Right
Total
Eastbound
Interval
Start Time
Rolling
Hour
West
East South North
Pedestrian Crossings
U-Turn
Westbound
Northbound
Southbound
Left
Thru Right
U-Turn
Left
Thru Right
U-Turn
Left
Thru
Right
U-Turn
7:00 AM
0
1
0
0
0
0
0
0
3
0
1
4
13
0
0
0
1
121
1
0
3
0
7:15 AM
0
0
0
0
0
0
0
0
4
0
0
8
15
1
0
0
4
135
1
0
2
0
7:30 AM
0
6
0
0
0
0
0
0
11
0
4
14
39
3
0
0
4
159
2
0
2
0
7:45 AM
0
8
0
0
0
0
0
0
8
0
2
28
54
1
0
0
0
225
7
0
1
0
8:00 AM
0
4
0
0
0
0
0
0
10
0
1
9
27
14
0
0
17
347
3
0
0
0
8:15 AM
0
9
0
0
0
0
0
0
6
0
0
21
39
22
3
4
24
2
0
1
0
8:30 AM
0
27
0
0
0
0
0
0
25
0
3
33
105
26
0
9
24
16
0
1
0
8:45 AM
0
45
0
0
0
0
0
0
39
0
4
53
176
23
0
4
16
30
0
5
0
Count Total
0
15
0
62
468
0
0
0
0
100
0
170
15
0
106
0
0
90
17
90
3
Peak Hour
0
0
80
0
8
116
0
85
0
0
0
0
347
51
0
7
0
85
3
17
81
69TH AVE
69TH AVE
MARYLAND AVE
MARYLAND AVE
(303) 216-2439
www.alltrafficdata.net
Location: 2 69TH AVE & MARYLAND AVE AM
Tuesday, December 7, 2021
Date:
Peak Hour - Motorized Vehicles
Peak Hour - Bicycles
Peak Hour - Pedestrians
Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.
Peak Hour:
08:00 AM - 09:00 AM
Peak 15-Minutes:
08:45 AM - 09:00 AM
51
93
138
140
58
44
158
128
0.59
N
S
E
W
0.46
0.64
0.74
0.57
(117)
(74)
(232)
(262)
(215)
(241)
(137)
(90)
15
0
19
27
97
13
14
103
41
1
0
17
16
25
17
0
MARYLAND AVE
MARYLAND AVE
69TH AVE
69TH AVE
1
2
67
79
N
S
E
W
0
2
6
61
1
0
50
29
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
N
S
E
W
0
0
0
0
0
0
0
0
0
0
0
0
Left
Thru Right
Total
Eastbound
Interval
Start Time
Rolling
Hour
West
East South North
Pedestrian Crossings
U-Turn
Westbound
Northbound
Southbound
Left
Thru Right
U-Turn
Left
Thru Right
U-Turn
Left
Thru
Right
U-Turn
7:00 AM
0
1
2
0
2
3
0
0
9
0
3
7
34
0
0
0
2
279
1
0
6
0
7:15 AM
0
2
0
0
1
1
0
0
18
0
5
15
62
0
0
1
1
304
3
4
13
0
7:30 AM
0
8
5
0
2
2
0
1
10
0
2
18
73
1
0
7
0
285
7
2
15
1
7:45 AM
0
5
8
0
6
3
0
1
26
0
9
28
110
0
0
1
0
344
7
1
14
2
8:00 AM
0
4
1
0
4
2
0
2
14
0
6
13
59
3
0
1
0
405
3
2
8
0
8:15 AM
0
1
2
0
2
1
0
2
10
0
0
17
43
22
0
14
0
1
6
1
0
8:30 AM
0
7
11
0
7
5
0
14
37
0
4
26
132
39
0
29
0
6
10
3
2
8:45 AM
0
4
11
0
6
9
0
23
42
1
3
41
171
15
2
23
1
4
9
5
13
Count Total
18
65
34
32
684
26
30
0
40
32
0
165
32
1
166
43
0
4
76
80
2
Peak Hour
0
41
103
1
13
97
0
16
25
0
19
17
405
14
27
17
15
79
2
67
1
WEST DWY 330FT
WEST DWY 330FT
MARYLAND AVE
MARYLAND AVE
(303) 216-2439
www.alltrafficdata.net
Location: 3 WEST DWY 330FT & MARYLAND AVE AM
Tuesday, December 7, 2021
Date:
Peak Hour - Motorized Vehicles
Peak Hour - Bicycles
Peak Hour - Pedestrians
Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.
Peak Hour:
08:00 AM - 09:00 AM
Peak 15-Minutes:
08:45 AM - 09:00 AM
0
0
130
140
21
12
140
139
0.68
N
S
E
W
0.00
0.71
0.66
0.66
()
()
(220)
(266)
(233)
(263)
(40)
(24)
0
0
0
0
125
5
7
133
0
0
0
0
14
0
7
0
MARYLAND AVE
MARYLAND AVE
WEST DWY 330FT
WEST DWY 330FT
0
0
27
0
N
S
E
W
0
0
6
21
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
N
S
E
W
0
0
0
0
0
0
0
0
0
0
0
0
Left
Thru Right
Total
Eastbound
Interval
Start Time
Rolling
Hour
West
East South North
Pedestrian Crossings
U-Turn
Westbound
Northbound
Southbound
Left
Thru Right
U-Turn
Left
Thru Right
U-Turn
Left
Thru
Right
U-Turn
7:00 AM
0
0
0
0
0
0
0
0
14
0
1
9
30
1
0
2
2
232
2
0
4
0
7:15 AM
0
2
0
0
0
0
0
0
32
0
1
22
61
0
0
1
0
255
1
0
3
0
7:30 AM
0
4
0
0
0
0
0
0
26
0
2
21
57
0
0
4
0
235
1
0
3
0
7:45 AM
0
2
0
0
0
0
1
0
43
0
1
33
84
0
0
0
0
268
3
0
1
0
8:00 AM
0
2
0
0
0
0
0
0
26
0
3
20
53
0
0
0
0
291
0
0
2
0
8:15 AM
0
2
0
0
0
0
0
0
12
0
0
22
41
0
0
7
0
2
0
3
0
8:30 AM
0
4
0
0
0
0
0
0
46
0
1
38
90
0
0
13
0
1
0
0
0
8:45 AM
0
6
0
0
0
0
0
0
49
0
1
45
107
0
0
7
0
4
0
2
0
Count Total
0
18
0
14
523
0
0
0
0
22
0
210
10
0
248
0
1
2
34
1
0
Peak Hour
0
0
133
0
5
125
0
14
0
0
0
0
291
7
0
7
0
0
0
27
0
EAST DWY 685FT
EAST DWY 685FT
MARYLAND AVE
MARYLAND AVE
(303) 216-2439
www.alltrafficdata.net
Location: 4 EAST DWY 685FT & MARYLAND AVE AM
Tuesday, December 7, 2021
Date:
Peak Hour - Motorized Vehicles
Peak Hour - Bicycles
Peak Hour - Pedestrians
Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.
Peak Hour:
08:00 AM - 09:00 AM
Peak 15-Minutes:
08:45 AM - 09:00 AM
0
0
131
142
28
25
138
130
0.71
N
S
E
W
0.00
0.73
0.58
0.75
()
()
(219)
(289)
(220)
(263)
(63)
(36)
0
0
0
0
117
14
10
128
0
0
0
0
13
0
14
1
MARYLAND AVE
MARYLAND AVE
EAST DWY 685FT
EAST DWY 685FT
1
0
22
0
N
S
E
W
0
0
4
18
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
N
S
E
W
0
0
0
0
0
0
0
0
0
0
0
0
Left
Thru Right
Total
Eastbound
Interval
Start Time
Rolling
Hour
West
East South North
Pedestrian Crossings
U-Turn
Westbound
Northbound
Southbound
Left
Thru Right
U-Turn
Left
Thru Right
U-Turn
Left
Thru
Right
U-Turn
7:00 AM
0
0
0
0
0
0
0
0
18
0
1
10
34
0
0
0
2
248
0
0
5
0
7:15 AM
0
2
0
0
0
0
0
0
33
0
2
21
64
0
0
3
0
272
2
0
4
0
7:30 AM
0
3
0
0
0
0
0
0
29
0
1
21
60
0
0
1
0
253
0
0
6
0
7:45 AM
0
3
0
0
0
0
0
0
40
0
2
30
90
0
0
0
0
283
3
0
12
0
8:00 AM
1
2
0
0
0
0
0
0
26
0
3
21
58
0
0
1
1
297
3
0
2
0
8:15 AM
0
2
0
0
0
0
0
0
14
0
5
20
45
0
0
6
0
0
0
4
0
8:30 AM
0
5
0
0
0
0
0
0
41
0
3
34
90
0
0
9
0
4
0
3
0
8:45 AM
0
4
0
0
0
0
0
0
47
0
3
42
104
0
0
6
0
3
0
5
0
Count Total
0
41
0
15
545
0
0
0
0
21
1
199
20
0
248
0
0
3
26
0
0
Peak Hour
0
0
128
0
14
117
1
13
0
0
0
0
297
10
0
14
0
0
0
22
1
67TH AVE
67TH AVE
MARYLAND AVE
MARYLAND AVE
(303) 216-2439
www.alltrafficdata.net
Location: 5 67TH AVE & MARYLAND AVE AM
Tuesday, December 7, 2021
Date:
Peak Hour - Motorized Vehicles
Peak Hour - Bicycles
Peak Hour - Pedestrians
Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.
Peak Hour:
07:15 AM - 08:15 AM
Peak 15-Minutes:
07:30 AM - 07:45 AM
961
933
228
205
843
941
147
100
0.92
N
S
E
W
0.88
0.78
0.91
0.69
(1,764)
(1,618)
(394)
(352)
(219)
(286)
(1,641)
(1,604)
38
0
92
104
49
75
35
63
49
0
0
831
13
780
50
0
MARYLAND AVE
MARYLAND AVE
67TH AVE
67TH AVE
1
1
0
4
N
S
E
W
0
1
0
0
0
1
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
N
S
E
W
0
0
0
0
0
0
1
0
0
0
0
0
Left
Thru Right
Total
Eastbound
Interval
Start Time
Rolling
Hour
West
East South North
Pedestrian Crossings
U-Turn
Westbound
Northbound
Southbound
Left
Thru Right
U-Turn
Left
Thru Right
U-Turn
Left
Thru
Right
U-Turn
7:00 AM
0
2
160
0
13
163
0
6
6
0
2
6
393
0
0
0
2
2,043
9
15
7
4
7:15 AM
0
5
171
0
20
181
0
13
13
0
15
6
469
0
0
0
0
2,179
10
20
11
4
7:30 AM
0
3
220
0
23
238
0
11
16
0
18
9
593
1
1
0
1
2,133
4
26
13
12
7:45 AM
0
3
204
0
26
205
0
17
19
0
18
22
588
1
0
0
0
2,008
17
33
14
10
8:00 AM
0
2
185
0
23
207
0
8
15
0
24
12
529
2
0
0
0
1,896
4
25
12
12
8:15 AM
0
6
185
0
12
136
0
8
8
0
14
5
423
1
1
0
0
8
19
13
9
8:30 AM
0
13
180
0
17
143
0
8
13
0
12
15
468
1
0
1
1
16
23
20
8
8:45 AM
0
21
180
0
7
131
0
16
20
0
8
16
476
0
1
0
0
21
31
11
14
Count Total
73
101
192
89
3,939
1,404
141
0
1,485
55
0
91
111
0
110
87
0
4
1
6
3
Peak Hour
0
49
63
0
75
49
0
13
780
0
92
831
2,179
35
104
50
38
4
1
0
1
67TH AVE
67TH AVE
SOUTH DWY 300FT
SOUTH DWY 300FT
(303) 216-2439
www.alltrafficdata.net
Location: 6 67TH AVE & SOUTH DWY 300FT AM
Tuesday, December 7, 2021
Date:
Peak Hour - Motorized Vehicles
Peak Hour - Bicycles
Peak Hour - Pedestrians
Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.
Peak Hour:
07:15 AM - 08:15 AM
Peak 15-Minutes:
07:30 AM - 07:45 AM
953
943
1
1
942
952
0
0
0.95
N
S
E
W
0.93
0.50
0.92
0.00
(1,752)
(1,627)
(3)
(3)
()
()
(1,750)
(1,625)
0
0
1
1
0
0
0
0
0
0
0
952
0
942
0
0
SOUTH DWY 300FT
SOUTH DWY 300FT
67TH AVE
67TH AVE
0
4
0
4
N
S
E
W
2
2
0
0
0
0
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
N
S
E
W
0
0
0
0
0
0
1
0
0
0
0
0
Left
Thru Right
Total
Eastbound
Interval
Start Time
Rolling
Hour
West
East South North
Pedestrian Crossings
U-Turn
Westbound
Northbound
Southbound
Left
Thru Right
U-Turn
Left
Thru Right
U-Turn
Left
Thru
Right
U-Turn
7:00 AM
0
0
168
0
0
173
0
0
0
0
0
0
341
0
0
0
0
1,808
0
0
0
0
7:15 AM
0
0
231
0
0
242
0
0
0
0
0
0
473
1
0
0
0
1,896
0
0
0
0
7:30 AM
0
0
240
0
1
255
0
0
0
0
0
0
497
0
3
0
0
1,810
0
1
0
0
7:45 AM
0
0
255
0
0
242
0
0
0
0
0
0
497
1
0
0
0
1,670
0
0
0
0
8:00 AM
0
0
216
0
0
213
0
0
0
0
0
0
429
2
1
0
0
1,572
0
0
0
0
8:15 AM
0
0
227
0
0
160
0
0
0
0
0
0
387
1
1
0
0
0
0
0
0
8:30 AM
0
0
195
0
1
159
0
0
0
0
0
0
357
0
2
0
0
0
1
1
0
8:45 AM
0
0
217
0
0
181
0
0
0
0
0
0
399
0
1
0
0
0
1
0
0
Count Total
0
1
3
0
3,380
1,625
2
0
1,749
0
0
0
0
0
0
0
0
0
0
5
8
Peak Hour
0
0
0
0
0
0
0
0
942
0
1
952
1,896
0
1
0
0
4
4
0
0
67TH AVE
67TH AVE
NORTH DWY 365FT
NORTH DWY 365FT
(303) 216-2439
www.alltrafficdata.net
Location: 7 67TH AVE & NORTH DWY 365FT AM
Tuesday, December 7, 2021
Date:
Peak Hour - Motorized Vehicles
Peak Hour - Bicycles
Peak Hour - Pedestrians
Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.
Peak Hour:
07:15 AM - 08:15 AM
Peak 15-Minutes:
07:30 AM - 07:45 AM
946
942
15
9
943
953
0
0
0.95
N
S
E
W
0.92
0.54
0.92
0.00
(1,756)
(1,621)
(22)
(12)
()
()
(1,752)
(1,627)
0
0
3
5
0
10
0
0
0
0
0
943
0
937
6
0
NORTH DWY 365FT
NORTH DWY 365FT
67TH AVE
67TH AVE
0
1
0
4
N
S
E
W
1
0
0
0
0
0
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
N
S
E
W
0
0
0
0
0
0
1
0
0
0
0
0
Left
Thru Right
Total
Eastbound
Interval
Start Time
Rolling
Hour
West
East South North
Pedestrian Crossings
U-Turn
Westbound
Northbound
Southbound
Left
Thru Right
U-Turn
Left
Thru Right
U-Turn
Left
Thru
Right
U-Turn
7:00 AM
0
0
168
0
0
172
0
0
0
0
1
0
342
0
0
0
0
1,815
0
1
0
0
7:15 AM
0
0
231
0
1
241
0
0
0
0
1
0
474
1
0
0
0
1,904
0
0
0
0
7:30 AM
0
0
240
0
2
254
0
0
0
0
2
0
500
0
1
0
0
1,818
0
1
1
0
7:45 AM
0
0
252
0
0
237
0
0
0
0
5
0
499
1
0
0
0
1,676
0
2
3
0
8:00 AM
0
0
214
0
0
211
0
0
0
0
2
0
431
2
0
0
0
1,580
0
2
2
0
8:15 AM
0
0
226
0
0
160
0
0
0
0
0
0
388
1
1
0
0
0
1
1
0
8:30 AM
0
0
196
0
1
160
0
0
0
0
0
0
358
0
4
0
0
0
1
0
0
8:45 AM
0
0
218
0
1
181
0
0
0
0
0
0
403
0
2
0
0
0
3
0
0
Count Total
0
7
11
0
3,395
1,616
5
0
1,745
0
0
0
11
0
0
0
0
0
0
5
8
Peak Hour
0
0
0
0
10
0
0
0
937
0
3
943
1,904
0
5
6
0
4
1
0
0
67TH AVE
67TH AVE
OCOTILLO RD
OCOTILLO RD
(303) 216-2439
www.alltrafficdata.net
Location: 8 67TH AVE & OCOTILLO RD AM
Tuesday, December 7, 2021
Date:
Peak Hour - Motorized Vehicles
Peak Hour - Bicycles
Peak Hour - Pedestrians
Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.
Peak Hour:
07:15 AM - 08:15 AM
Peak 15-Minutes:
07:30 AM - 07:45 AM
949
965
103
85
956
944
58
72
0.94
N
S
E
W
0.95
0.80
0.92
0.58
(1,782)
(1,642)
(176)
(152)
(192)
(156)
(1,770)
(1,618)
34
0
44
66
4
33
40
4
14
0
0
871
34
885
37
0
OCOTILLO RD
OCOTILLO RD
67TH AVE
67TH AVE
2
2
5
9
N
S
E
W
2
0
3
2
1
1
4
5
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
2
N
S
E
W
0
0
0
1
0
0
2
0
0
0
0
0
Left
Thru Right
Total
Eastbound
Interval
Start Time
Rolling
Hour
West
East South North
Pedestrian Crossings
U-Turn
Westbound
Northbound
Southbound
Left
Thru Right
U-Turn
Left
Thru Right
U-Turn
Left
Thru
Right
U-Turn
7:00 AM
0
3
170
0
4
157
0
6
0
0
5
0
371
2
0
0
0
1,952
8
15
1
2
7:15 AM
0
2
215
0
13
223
0
4
0
0
8
1
496
4
2
1
1
2,066
10
11
5
4
7:30 AM
0
12
245
0
8
235
0
3
1
0
11
0
550
1
0
2
0
1,992
12
14
2
7
7:45 AM
0
13
221
0
10
224
0
2
1
0
5
3
535
3
0
2
0
1,853
9
18
17
12
8:00 AM
0
7
204
0
13
189
0
5
2
0
9
0
485
1
0
0
1
1,792
9
23
13
11
8:15 AM
0
13
204
0
14
143
0
5
0
0
6
3
422
1
1
0
0
9
9
7
9
8:30 AM
0
16
174
0
8
143
0
6
3
0
5
3
411
1
0
0
0
18
11
6
18
8:45 AM
0
26
190
0
14
159
0
18
6
0
2
5
474
0
1
0
2
19
9
4
22
Count Total
85
55
110
94
3,744
1,473
84
0
1,623
92
0
15
51
0
13
49
0
4
5
13
4
Peak Hour
0
14
4
0
33
4
0
34
885
0
44
871
2,066
40
66
37
34
9
2
5
2
69TH AVE
69TH AVE
OCOTILLO RD
OCOTILLO RD
(303) 216-2439
www.alltrafficdata.net
Location: 1 69TH AVE & OCOTILLO RD PM
Tuesday, December 7, 2021
Date:
Peak Hour - Motorized Vehicles
Peak Hour - Bicycles
Peak Hour - Pedestrians
Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.
Peak Hour:
04:00 PM - 05:00 PM
Peak 15-Minutes:
04:00 PM - 04:15 PM
0
0
88
130
60
70
178
126
0.49
N
S
E
W
0.00
0.71
0.39
0.46
()
()
(155)
(179)
(198)
(224)
(82)
(84)
0
0
0
0
80
7
63
115
0
1
0
0
46
0
14
0
OCOTILLO RD
OCOTILLO RD
69TH AVE
69TH AVE
109
3
31
127
N
S
E
W
1
2
23
8
14
95
56
71
0
0
0
0
0
0
0
0
0
0
0
2
0
1
0
2
N
S
E
W
0
0
2
0
0
0
0
2
0
0
0
0
Left
Thru Right
Total
Eastbound
Interval
Start Time
Rolling
Hour
West
East South North
Pedestrian Crossings
U-Turn
Westbound
Northbound
Southbound
Left
Thru Right
U-Turn
Left
Thru Right
U-Turn
Left
Thru
Right
U-Turn
4:00 PM
0
29
0
0
0
0
0
0
50
0
0
31
165
93
0
21
62
326
46
0
9
0
4:15 PM
0
10
0
0
0
0
0
0
30
0
1
26
80
30
2
6
39
182
11
0
2
0
4:30 PM
0
5
0
0
0
0
0
0
25
1
2
6
46
0
0
0
5
138
4
0
3
0
4:45 PM
0
2
0
0
0
0
0
0
10
0
4
17
35
4
1
4
3
128
2
0
0
0
5:00 PM
0
5
0
0
0
0
0
0
3
0
4
6
21
3
0
0
3
135
1
0
2
0
5:15 PM
0
5
0
0
0
0
0
0
12
0
0
14
36
7
1
1
13
2
0
3
0
5:30 PM
0
1
0
0
0
0
0
0
12
0
3
16
36
8
0
0
3
2
0
2
0
5:45 PM
0
2
0
0
0
0
0
0
13
0
1
23
42
4
0
2
2
1
0
2
0
Count Total
0
23
0
69
461
0
0
0
0
59
0
139
15
1
155
0
0
130
34
149
4
Peak Hour
0
0
115
1
7
80
0
46
0
0
0
0
326
63
0
14
0
127
3
31
109
69TH AVE
69TH AVE
MARYLAND AVE
MARYLAND AVE
(303) 216-2439
www.alltrafficdata.net
Location: 2 69TH AVE & MARYLAND AVE PM
Tuesday, December 7, 2021
Date:
Peak Hour - Motorized Vehicles
Peak Hour - Bicycles
Peak Hour - Pedestrians
Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.
Peak Hour:
04:00 PM - 05:00 PM
Peak 15-Minutes:
04:00 PM - 04:15 PM
66
67
155
173
78
78
151
132
0.58
N
S
E
W
0.36
0.88
0.63
0.52
(93)
(83)
(285)
(283)
(235)
(244)
(131)
(132)
11
0
24
15
108
31
16
107
28
1
0
31
13
24
41
0
MARYLAND AVE
MARYLAND AVE
69TH AVE
69TH AVE
0
0
86
100
N
S
E
W
0
0
81
5
0
0
34
66
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
2
N
S
E
W
0
0
0
1
0
0
1
1
0
0
0
0
Left
Thru Right
Total
Eastbound
Interval
Start Time
Rolling
Hour
West
East South North
Pedestrian Crossings
U-Turn
Westbound
Northbound
Southbound
Left
Thru Right
U-Turn
Left
Thru Right
U-Turn
Left
Thru
Right
U-Turn
4:00 PM
0
4
13
0
13
24
0
24
42
1
9
30
193
83
0
75
0
450
6
4
14
9
4:15 PM
0
4
6
0
4
5
0
3
21
0
10
25
99
16
0
6
0
352
6
2
12
1
4:30 PM
0
4
3
0
5
1
0
1
25
0
9
26
87
0
0
0
0
312
2
4
6
1
4:45 PM
0
1
2
0
2
1
0
0
19
0
3
27
71
1
0
5
0
300
2
5
9
0
5:00 PM
0
4
4
0
3
0
0
0
28
0
13
22
95
4
0
3
0
293
8
3
9
1
5:15 PM
0
4
3
0
0
3
0
3
15
0
6
14
59
7
3
6
2
3
4
4
0
5:30 PM
0
5
2
0
1
1
0
0
15
0
6
27
75
1
0
6
0
4
2
12
0
5:45 PM
0
1
1
0
6
1
0
0
13
0
5
24
64
2
0
0
0
4
4
4
1
Count Total
13
70
28
35
743
36
34
0
34
27
0
195
61
1
178
31
0
2
101
114
3
Peak Hour
0
28
107
1
31
108
0
13
24
0
24
31
450
16
15
41
11
100
0
86
0
WEST DWY 330FT
WEST DWY 330FT
MARYLAND AVE
MARYLAND AVE
(303) 216-2439
www.alltrafficdata.net
Location: 3 WEST DWY 330FT & MARYLAND AVE PM
Tuesday, December 7, 2021
Date:
Peak Hour - Motorized Vehicles
Peak Hour - Bicycles
Peak Hour - Pedestrians
Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.
Peak Hour:
04:00 PM - 05:00 PM
Peak 15-Minutes:
04:00 PM - 04:15 PM
0
0
162
169
21
31
174
157
0.69
N
S
E
W
0.00
0.83
0.58
0.60
()
()
(297)
(283)
(287)
(286)
(37)
(50)
0
0
0
0
147
14
17
156
0
1
1
0
9
0
12
0
MARYLAND AVE
MARYLAND AVE
WEST DWY 330FT
WEST DWY 330FT
0
0
41
0
N
S
E
W
0
0
39
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
N
S
E
W
0
0
0
1
0
0
0
0
0
0
0
0
Left
Thru Right
Total
Eastbound
Interval
Start Time
Rolling
Hour
West
East South North
Pedestrian Crossings
U-Turn
Westbound
Northbound
Southbound
Left
Thru Right
U-Turn
Left
Thru Right
U-Turn
Left
Thru
Right
U-Turn
4:00 PM
0
2
0
0
0
0
1
0
62
1
5
43
130
0
0
33
0
357
9
0
7
0
4:15 PM
0
4
0
0
0
0
0
0
35
0
3
35
81
0
0
6
0
316
2
0
2
0
4:30 PM
0
2
0
0
0
0
0
0
33
0
3
35
78
0
0
0
0
286
2
0
3
0
4:45 PM
0
1
0
0
0
0
0
0
26
0
3
34
68
0
0
2
0
275
4
0
0
0
5:00 PM
0
2
0
0
0
0
0
0
37
0
5
36
89
0
0
3
2
263
4
0
5
0
5:15 PM
0
3
0
0
0
0
0
0
19
0
2
25
51
0
0
6
0
0
0
2
0
5:30 PM
0
0
0
0
0
0
0
0
26
0
3
32
67
0
0
6
0
3
0
3
0
5:45 PM
0
0
0
0
0
0
0
0
21
0
0
32
56
0
0
0
0
2
0
1
0
Count Total
0
23
0
26
620
0
0
0
0
14
0
272
24
1
259
0
1
2
56
0
0
Peak Hour
1
0
156
1
14
147
0
9
0
0
0
0
357
17
0
12
0
0
0
41
0
EAST DWY 685FT
EAST DWY 685FT
MARYLAND AVE
MARYLAND AVE
(303) 216-2439
www.alltrafficdata.net
Location: 4 EAST DWY 685FT & MARYLAND AVE PM
Tuesday, December 7, 2021
Date:
Peak Hour - Motorized Vehicles
Peak Hour - Bicycles
Peak Hour - Pedestrians
Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.
Peak Hour:
04:00 PM - 05:00 PM
Peak 15-Minutes:
04:00 PM - 04:15 PM
0
0
186
172
20
40
168
162
0.71
N
S
E
W
0.00
0.83
0.75
0.59
()
()
(342)
(304)
(299)
(285)
(47)
(71)
0
0
0
0
158
28
12
156
0
0
0
0
4
0
16
0
MARYLAND AVE
MARYLAND AVE
EAST DWY 685FT
EAST DWY 685FT
0
0
33
0
N
S
E
W
0
0
28
5
0
0
0
0
0
0
0
0
0
0
0
3
0
0
0
1
0
0
0
0
N
S
E
W
0
0
0
1
0
0
0
0
0
0
0
0
Left
Thru Right
Total
Eastbound
Interval
Start Time
Rolling
Hour
West
East South North
Pedestrian Crossings
U-Turn
Westbound
Northbound
Southbound
Left
Thru Right
U-Turn
Left
Thru Right
U-Turn
Left
Thru
Right
U-Turn
4:00 PM
0
1
0
0
0
0
0
0
67
0
9
47
131
0
0
21
0
374
4
0
3
0
4:15 PM
0
1
0
0
0
0
0
0
34
0
11
38
92
0
0
11
0
342
2
0
6
0
4:30 PM
0
1
0
0
0
0
0
0
31
0
4
37
80
0
0
0
0
303
2
0
5
0
4:45 PM
0
1
0
0
0
0
0
0
24
0
4
36
71
0
0
1
0
305
4
0
2
0
5:00 PM
0
2
0
0
0
0
0
0
40
0
7
40
99
0
0
8
2
300
3
0
7
0
5:15 PM
0
2
0
0
0
0
0
0
21
0
1
25
53
0
0
6
0
1
0
3
0
5:30 PM
0
0
0
0
0
0
0
0
27
1
7
36
82
0
0
6
0
2
0
9
0
5:45 PM
0
1
0
0
0
0
0
0
20
1
7
31
66
0
0
0
0
3
0
3
0
Count Total
0
38
0
21
674
0
0
0
0
9
0
290
50
2
264
0
0
2
53
0
0
Peak Hour
0
0
156
0
28
158
0
4
0
0
0
0
374
12
0
16
0
0
0
33
0
67TH AVE
67TH AVE
MARYLAND AVE
MARYLAND AVE
(303) 216-2439
www.alltrafficdata.net
Location: 5 67TH AVE & MARYLAND AVE PM
Tuesday, December 7, 2021
Date:
Peak Hour - Motorized Vehicles
Peak Hour - Bicycles
Peak Hour - Pedestrians
Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.
Peak Hour:
05:00 PM - 06:00 PM
Peak 15-Minutes:
05:30 PM - 05:45 PM
1,127
1,104
332
225
1,036
1,150
136
152
0.97
N
S
E
W
0.95
0.86
0.97
0.74
(2,186)
(2,202)
(673)
(499)
(338)
(301)
(2,067)
(2,220)
41
0
90
147
78
107
47
57
32
0
0
996
33
925
78
0
MARYLAND AVE
MARYLAND AVE
67TH AVE
67TH AVE
10
9
12
13
N
S
E
W
5
4
12
0
4
6
7
6
0
0
0
0
1
0
0
0
0
0
0
2
0
0
0
0
N
S
E
W
0
0
1
1
0
1
0
0
0
0
0
0
Left
Thru Right
Total
Eastbound
Interval
Start Time
Rolling
Hour
West
East South North
Pedestrian Crossings
U-Turn
Westbound
Northbound
Southbound
Left
Thru Right
U-Turn
Left
Thru Right
U-Turn
Left
Thru
Right
U-Turn
4:00 PM
0
14
234
0
30
216
0
9
22
0
22
22
655
0
1
15
0
2,612
20
29
22
15
4:15 PM
0
5
202
0
25
255
0
20
17
0
32
31
688
2
1
9
0
2,620
19
40
29
13
4:30 PM
0
11
235
0
29
215
0
10
12
0
27
20
639
1
3
1
3
2,579
12
34
21
13
4:45 PM
0
9
223
0
32
222
0
9
9
0
24
23
630
4
2
1
1
2,619
6
37
26
10
5:00 PM
0
10
237
0
19
228
0
11
24
0
29
17
663
3
1
2
4
2,631
12
42
20
14
5:15 PM
0
3
224
0
31
259
0
6
11
0
23
15
647
7
2
0
2
10
41
17
7
5:30 PM
0
13
220
0
18
264
0
10
10
0
30
27
679
1
1
5
1
14
39
28
6
5:45 PM
0
7
244
0
22
245
0
5
12
0
25
19
642
2
5
5
3
11
25
13
14
Count Total
92
176
287
104
5,243
1,904
206
0
1,819
72
0
174
212
0
117
80
0
14
38
20
16
Peak Hour
0
32
57
0
107
78
0
33
925
0
90
996
2,631
47
147
78
41
13
9
12
10
67TH AVE
67TH AVE
SOUTH DWY 300FT
SOUTH DWY 300FT
(303) 216-2439
www.alltrafficdata.net
Location: 6 67TH AVE & SOUTH DWY 300FT PM
Tuesday, December 7, 2021
Date:
Peak Hour - Motorized Vehicles
Peak Hour - Bicycles
Peak Hour - Pedestrians
Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.
Peak Hour:
05:00 PM - 06:00 PM
Peak 15-Minutes:
05:00 PM - 05:15 PM
1,133
1,102
10
14
1,101
1,128
0
0
0.97
N
S
E
W
0.97
0.70
0.98
0.00
(2,206)
(2,218)
(24)
(37)
()
()
(2,201)
(2,200)
0
0
8
7
0
3
0
0
0
0
0
1,125
0
1,095
6
0
SOUTH DWY 300FT
SOUTH DWY 300FT
67TH AVE
67TH AVE
0
7
0
10
N
S
E
W
5
2
0
0
0
0
7
3
0
0
0
0
2
0
0
0
0
0
0
0
0
0
0
1
N
S
E
W
0
0
0
0
0
2
0
1
0
0
0
0
Left
Thru Right
Total
Eastbound
Interval
Start Time
Rolling
Hour
West
East South North
Pedestrian Crossings
U-Turn
Westbound
Northbound
Southbound
Left
Thru Right
U-Turn
Left
Thru Right
U-Turn
Left
Thru
Right
U-Turn
4:00 PM
0
0
266
0
7
290
0
0
0
0
0
0
567
3
2
0
0
2,199
0
3
1
0
4:15 PM
0
0
281
0
3
262
0
0
0
0
0
0
549
1
4
0
0
2,212
0
2
1
0
4:30 PM
0
0
264
0
3
276
0
0
0
0
2
0
550
2
5
0
0
2,219
0
3
2
0
4:45 PM
0
0
282
0
2
242
0
0
0
1
0
0
533
0
1
0
0
2,238
0
3
3
0
5:00 PM
0
0
283
0
4
287
0
0
0
0
0
0
580
4
0
0
0
2,244
0
2
4
0
5:15 PM
0
0
277
0
0
277
0
0
0
0
0
0
556
5
3
0
0
0
1
1
0
5:30 PM
0
0
274
0
3
289
0
0
0
0
1
0
569
0
1
0
0
0
1
1
0
5:45 PM
0
0
261
0
1
272
0
0
0
0
2
0
539
1
3
0
0
0
3
0
0
Count Total
0
13
18
0
4,443
2,195
23
0
2,188
0
0
0
5
1
0
0
0
0
0
16
19
Peak Hour
0
0
0
0
3
0
0
0 1,095
0
8 1,125
2,244
0
7
6
0
10
7
0
0
67TH AVE
67TH AVE
NORTH DWY 365FT
NORTH DWY 365FT
(303) 216-2439
www.alltrafficdata.net
Location: 7 67TH AVE & NORTH DWY 365FT PM
Tuesday, December 7, 2021
Date:
Peak Hour - Motorized Vehicles
Peak Hour - Bicycles
Peak Hour - Pedestrians
Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.
Peak Hour:
05:00 PM - 06:00 PM
Peak 15-Minutes:
05:00 PM - 05:15 PM
1,134
1,103
12
12
1,102
1,133
0
0
0.97
N
S
E
W
0.97
0.65
0.99
0.00
(2,205)
(2,220)
(23)
(26)
()
()
(2,206)
(2,218)
0
0
6
7
0
5
0
0
0
0
0
1,128
0
1,096
6
0
NORTH DWY 365FT
NORTH DWY 365FT
67TH AVE
67TH AVE
0
7
0
10
N
S
E
W
5
2
0
0
0
0
7
3
0
0
0
0
2
0
0
0
0
0
0
0
0
0
0
1
N
S
E
W
0
0
0
0
0
2
0
1
0
0
0
0
Left
Thru Right
Total
Eastbound
Interval
Start Time
Rolling
Hour
West
East South North
Pedestrian Crossings
U-Turn
Westbound
Northbound
Southbound
Left
Thru Right
U-Turn
Left
Thru Right
U-Turn
Left
Thru
Right
U-Turn
4:00 PM
0
0
268
0
1
297
0
0
0
0
0
0
569
3
2
0
0
2,201
0
2
1
0
4:15 PM
0
0
280
1
2
261
0
0
0
0
4
0
552
1
4
0
0
2,213
0
1
3
0
4:30 PM
0
0
266
0
1
279
0
0
0
0
0
0
547
2
5
0
0
2,218
0
0
1
0
4:45 PM
0
0
281
0
1
243
0
0
0
0
1
0
533
0
1
0
0
2,239
0
3
4
0
5:00 PM
0
0
281
0
3
289
0
0
0
0
2
0
581
4
1
0
0
2,248
0
2
4
0
5:15 PM
0
0
278
0
1
275
0
0
0
0
2
0
557
5
2
0
0
0
1
0
0
5:30 PM
0
0
274
0
0
292
0
0
0
0
0
0
568
0
1
0
0
0
1
1
0
5:45 PM
0
0
263
0
2
272
0
0
0
0
1
0
542
1
3
0
0
0
3
1
0
Count Total
0
15
13
0
4,449
2,208
11
1
2,191
0
0
0
10
0
0
0
0
0
0
16
19
Peak Hour
0
0
0
0
5
0
0
0 1,096
0
6 1,128
2,248
0
7
6
0
10
7
0
0
67TH AVE
67TH AVE
OCOTILLO RD
OCOTILLO RD
(303) 216-2439
www.alltrafficdata.net
Location: 8 67TH AVE & OCOTILLO RD PM
Tuesday, December 7, 2021
Date:
Peak Hour - Motorized Vehicles
Peak Hour - Bicycles
Peak Hour - Pedestrians
Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.
Peak Hour:
04:00 PM - 05:00 PM
Peak 15-Minutes:
04:00 PM - 04:15 PM
1,108
1,106
114
140
1,091
1,107
129
89
0.94
N
S
E
W
0.98
0.95
0.98
0.59
(2,180)
(2,260)
(216)
(277)
(163)
(186)
(2,185)
(2,227)
43
0
69
75
6
33
78
9
42
0
0
996
40
989
62
0
OCOTILLO RD
OCOTILLO RD
67TH AVE
67TH AVE
1
5
0
5
N
S
E
W
1
4
0
0
0
1
3
2
0
0
0
0
1
0
0
0
0
0
0
0
0
1
0
4
N
S
E
W
0
0
0
0
0
1
2
2
0
0
0
0
Left
Thru Right
Total
Eastbound
Interval
Start Time
Rolling
Hour
West
East South North
Pedestrian Crossings
U-Turn
Westbound
Northbound
Southbound
Left
Thru Right
U-Turn
Left
Thru Right
U-Turn
Left
Thru
Right
U-Turn
4:00 PM
0
8
239
0
21
262
0
17
2
0
9
1
652
0
0
0
0
2,442
36
17
20
20
4:15 PM
0
16
233
0
11
240
0
15
2
0
11
5
585
2
3
0
1
2,412
18
14
11
9
4:30 PM
0
6
257
0
17
253
0
7
5
0
7
0
617
1
2
0
0
2,430
16
23
19
7
4:45 PM
0
10
260
0
20
241
0
3
0
0
6
0
588
2
0
0
0
2,421
8
21
12
7
5:00 PM
0
5
268
0
20
264
0
5
0
0
6
1
622
4
0
4
1
2,405
8
19
16
10
5:15 PM
0
6
249
0
14
267
0
2
4
0
7
2
603
4
2
2
0
8
18
20
6
5:30 PM
0
10
249
0
17
259
0
3
0
0
12
0
608
2
0
0
0
12
16
16
14
5:45 PM
0
8
230
0
12
259
0
5
1
0
9
2
572
1
1
0
0
9
10
17
10
Count Total
83
131
138
115
4,847
2,045
132
0
1,985
69
0
11
67
0
14
57
0
2
6
16
8
Peak Hour
0
42
9
0
33
6
0
40
989
0
69
996
2,442
78
75
62
43
5
5
0
1
D
67 Flats & Juniper Square
Traffic Impact Study – Category I
Appendix D – Existing Signal
Timing
E
67 Flats & Juniper Square
Traffic Impact Study – Category I
Appendix E – Existing Capacity
Analysis
1: 69th Avenue & Ocotillo Road
06/17/2022
67 Flatts & Juniper Square - Existing AM Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
2
Movement
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
Traffic Vol, veh/h
35
14
8
62
19
6
Future Vol, veh/h
35
14
8
62
19
6
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Stop
Stop
RT Channelized
- None
- None
- None
Storage Length
-
-
-
-
0
-
Veh in Median Storage, #
0
-
-
0
0
-
Grade, %
0
-
-
0
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
38
15
9
67
21
7
Major/Minor
Major1
Major2
Minor1
Conflicting Flow All
0
0
53
0
131
46
Stage 1
-
-
-
-
46
-
Stage 2
-
-
-
-
85
-
Critical Hdwy
-
-
4.12
-
6.42
6.22
Critical Hdwy Stg 1
-
-
-
-
5.42
-
Critical Hdwy Stg 2
-
-
-
-
5.42
-
Follow-up Hdwy
-
- 2.218
- 3.518 3.318
Pot Cap-1 Maneuver
-
-
1553
-
863
1023
Stage 1
-
-
-
-
976
-
Stage 2
-
-
-
-
938
-
Platoon blocked, %
-
-
-
Mov Cap-1 Maneuver
-
-
1553
-
858
1023
Mov Cap-2 Maneuver
-
-
-
-
858
-
Stage 1
-
-
-
-
976
-
Stage 2
-
-
-
-
932
-
Approach
EB
WB
NB
HCM Control Delay, s
0
0.8
9.2
HCM LOS
A
Minor Lane/Major Mvmt
NBLn1
EBT
EBR
WBL
WBT
Capacity (veh/h)
893
-
-
1553
-
HCM Lane V/C Ratio
0.03
-
- 0.006
-
HCM Control Delay (s)
9.2
-
-
7.3
0
HCM Lane LOS
A
-
-
A
A
HCM 95th %tile Q(veh)
0.1
-
-
0
-
2: 67th Avenue & Ocotillo Road
06/17/2022
67 Flatts & Juniper Square - Existing AM Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
4.7
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
15
5
42
35
5
69
36
916
39
46
902
36
Future Vol, veh/h
15
5
42
35
5
69
36
916
39
46
902
36
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Stop
Stop
Stop
Stop
Stop
Stop
Free
Free
Free
Free
Free
Free
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
85
-
-
85
-
-
85
-
-
100
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
95
95
95
95
95
95
95
95
95
95
95
95
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
16
5
44
37
5
73
38
964
41
48
949
38
Major/Minor
Minor2
Minor1
Major1
Major2
Conflicting Flow All
1625
2145
494
1634
2144
503
987
0
0
1005
0
0
Stage 1
1064
1064
-
1061
1061
-
-
-
-
-
-
-
Stage 2
561
1081
-
573
1083
-
-
-
-
-
-
-
Critical Hdwy
7.54
6.54
6.94
7.54
6.54
6.94
4.14
-
-
4.14
-
-
Critical Hdwy Stg 1
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Critical Hdwy Stg 2
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Follow-up Hdwy
3.52
4.02
3.32
3.52
4.02
3.32
2.22
-
-
2.22
-
-
Pot Cap-1 Maneuver
*68
48
*720
*67
48
*737 *1078
-
-
1042
-
-
Stage 1
*604
545
-
*570
525
-
-
-
-
-
-
-
Stage 2
*695
510
-
*679
530
-
-
-
-
-
-
-
Platoon blocked, %
1
1
1
-
-
1
-
-
Mov Cap-1 Maneuver
*52
44
*720
*54
44
*737 *1078
-
-
1042
-
-
Mov Cap-2 Maneuver
*52
44
-
*54
44
-
-
-
-
-
-
-
Stage 1
*583
520
-
*550
507
-
-
-
-
-
-
-
Stage 2
*598
492
-
*602
506
-
-
-
-
-
-
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
40.7
63.6
0.3
0.4
HCM LOS
E
F
Minor Lane/Major Mvmt
NBL
NBT
NBR EBLn1 EBLn2WBLn1WBLn2
SBL
SBT
SBR
Capacity (veh/h)
* 1078
-
-
52
273
54
357
1042
-
-
HCM Lane V/C Ratio
0.035
-
- 0.304 0.181 0.682 0.218 0.046
-
-
HCM Control Delay (s)
8.5
-
-
102
21.1 160.1
17.9
8.6
-
-
HCM Lane LOS
A
-
-
F
C
F
C
A
-
-
HCM 95th %tile Q(veh)
0.1
-
-
1.1
0.6
2.8
0.8
0.1
-
-
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
4: 67th Avenue & Driveway B
06/17/2022
67 Flatts & Juniper Square - Existing AM Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
0
Movement
WBL WBR
NBT
NBR
SBL
SBT
Lane Configurations
Traffic Vol, veh/h
0
2
975
0
2
986
Future Vol, veh/h
0
2
975
0
2
986
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Stop
Stop
Free
Free
Free
Free
RT Channelized
- None
- None
- None
Storage Length
0
-
-
-
100
-
Veh in Median Storage, #
0
-
0
-
-
0
Grade, %
0
-
0
-
-
0
Peak Hour Factor
95
95
95
95
95
95
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
0
2
1026
0
2
1038
Major/Minor
Minor1
Major1
Major2
Conflicting Flow All
1549
513
0
0
1026
0
Stage 1
1026
-
-
-
-
-
Stage 2
523
-
-
-
-
-
Critical Hdwy
6.84
6.94
-
-
4.14
-
Critical Hdwy Stg 1
5.84
-
-
-
-
-
Critical Hdwy Stg 2
5.84
-
-
-
-
-
Follow-up Hdwy
3.52
3.32
-
-
2.22
-
Pot Cap-1 Maneuver
*105
*681
-
- *1019
-
Stage 1
*643
-
-
-
-
-
Stage 2
*656
-
-
-
-
-
Platoon blocked, %
1
-
-
1
-
Mov Cap-1 Maneuver
*105
*681
-
- *1019
-
Mov Cap-2 Maneuver
*344
-
-
-
-
-
Stage 1
*643
-
-
-
-
-
Stage 2
*654
-
-
-
-
-
Approach
WB
NB
SB
HCM Control Delay, s
10.3
0
0
HCM LOS
B
Minor Lane/Major Mvmt
NBT
NBRWBLn1
SBL
SBT
Capacity (veh/h)
-
-
681 * 1019
-
HCM Lane V/C Ratio
-
- 0.003 0.002
-
HCM Control Delay (s)
-
-
10.3
8.5
-
HCM Lane LOS
-
-
B
A
-
HCM 95th %tile Q(veh)
-
-
0
0
-
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
5: 69th Avenue & Maryland Avenue
06/17/2022
67 Flatts & Juniper Square - Existing AM Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
4.3
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
5
71
21
23
77
10
20
15
52
14
9
4
Future Vol, veh/h
5
71
21
23
77
10
20
15
52
14
9
4
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Free
Free
Stop
Stop
Stop
Stop
Stop
Stop
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
-
-
-
-
-
-
-
-
-
-
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
5
77
23
25
84
11
22
16
57
15
10
4
Major/Minor
Major1
Major2
Minor1
Minor2
Conflicting Flow All
95
0
0
100
0
0
246
244
89
275
250
90
Stage 1
-
-
-
-
-
-
99
99
-
140
140
-
Stage 2
-
-
-
-
-
-
147
145
-
135
110
-
Critical Hdwy
4.12
-
-
4.12
-
-
7.12
6.52
6.22
7.12
6.52
6.22
Critical Hdwy Stg 1
-
-
-
-
-
-
6.12
5.52
-
6.12
5.52
-
Critical Hdwy Stg 2
-
-
-
-
-
-
6.12
5.52
-
6.12
5.52
-
Follow-up Hdwy
2.218
-
- 2.218
-
- 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver
1499
-
-
1493
-
-
708
658
969
677
653
968
Stage 1
-
-
-
-
-
-
907
813
-
863
781
-
Stage 2
-
-
-
-
-
-
856
777
-
868
804
-
Platoon blocked, %
-
-
-
-
Mov Cap-1 Maneuver
1499
-
-
1493
-
-
685
644
969
615
639
968
Mov Cap-2 Maneuver
-
-
-
-
-
-
685
644
-
615
639
-
Stage 1
-
-
-
-
-
-
903
810
-
860
767
-
Stage 2
-
-
-
-
-
-
826
763
-
798
801
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
0.4
1.6
10
10.7
HCM LOS
B
B
Minor Lane/Major Mvmt
NBLn1
EBL
EBT
EBR
WBL
WBT WBR SBLn1
Capacity (veh/h)
820
1499
-
-
1493
-
-
659
HCM Lane V/C Ratio
0.115 0.004
-
- 0.017
-
- 0.045
HCM Control Delay (s)
10
7.4
0
-
7.5
0
-
10.7
HCM Lane LOS
B
A
A
-
A
A
-
B
HCM 95th %tile Q(veh)
0.4
0
-
-
0.1
-
-
0.1
6: Driveway C & Maryland Avenue
06/17/2022
67 Flatts & Juniper Square - Existing AM Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
1
Movement
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
Traffic Vol, veh/h
132
6
8
100
11
10
Future Vol, veh/h
132
6
8
100
11
10
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Stop
Stop
RT Channelized
- None
- None
- None
Storage Length
-
-
-
-
0
-
Veh in Median Storage, #
0
-
-
0
0
-
Grade, %
0
-
-
0
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
143
7
9
109
12
11
Major/Minor
Major1
Major2
Minor1
Conflicting Flow All
0
0
150
0
274
147
Stage 1
-
-
-
-
147
-
Stage 2
-
-
-
-
127
-
Critical Hdwy
-
-
4.12
-
6.42
6.22
Critical Hdwy Stg 1
-
-
-
-
5.42
-
Critical Hdwy Stg 2
-
-
-
-
5.42
-
Follow-up Hdwy
-
- 2.218
- 3.518 3.318
Pot Cap-1 Maneuver
-
-
1431
-
752
900
Stage 1
-
-
-
-
880
-
Stage 2
-
-
-
-
930
-
Platoon blocked, %
-
-
-
1
Mov Cap-1 Maneuver
-
-
1431
-
747
900
Mov Cap-2 Maneuver
-
-
-
-
747
-
Stage 1
-
-
-
-
880
-
Stage 2
-
-
-
-
924
-
Approach
EB
WB
NB
HCM Control Delay, s
0
0.6
9.6
HCM LOS
A
Minor Lane/Major Mvmt
NBLn1
EBT
EBR
WBL
WBT
Capacity (veh/h)
813
-
-
1431
-
HCM Lane V/C Ratio
0.028
-
- 0.006
-
HCM Control Delay (s)
9.6
-
-
7.5
0
HCM Lane LOS
A
-
-
A
A
HCM 95th %tile Q(veh)
0.1
-
-
0
-
8: 67th Avenue & Maryland Avenue
06/17/2022
67 Flatts & Juniper Square - Existing AM Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th Signalized Intersection Summary
Movement
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
51
66
37
78
51
108
14
808
52
96
861
40
Future Volume (veh/h)
51
66
37
78
51
108
14
808
52
96
861
40
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
Ped-Bike Adj(A_pbT)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Parking Bus, Adj
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Work Zone On Approach
No
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
54
69
39
82
54
114
15
851
55
101
906
42
Peak Hour Factor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Percent Heavy Veh, %
2
2
2
2
2
2
2
2
2
2
2
2
Cap, veh/h
277
272
230
275
272
230
446
2219
143
463
2264
105
Arrive On Green
0.15
0.15
0.15
0.15
0.15
0.15
0.65
0.65
0.65
0.65
0.65
0.65
Sat Flow, veh/h
1217
1870
1585
1286
1870
1585
592
3389
219
615
3458
160
Grp Volume(v), veh/h
54
69
39
82
54
114
15
446
460
101
466
482
Grp Sat Flow(s),veh/h/ln
1217
1870
1585
1286
1870
1585
592
1777
1831
615
1777
1842
Q Serve(g_s), s
2.2
1.8
1.2
3.3
1.4
3.6
0.7
6.4
6.4
5.0
6.7
6.7
Cycle Q Clear(g_c), s
3.6
1.8
1.2
5.1
1.4
3.6
7.4
6.4
6.4
11.3
6.7
6.7
Prop In Lane
1.00
1.00
1.00
1.00
1.00
0.12
1.00
0.09
Lane Grp Cap(c), veh/h
277
272
230
275
272
230
446
1164
1199
463
1164
1206
V/C Ratio(X)
0.20
0.25
0.17
0.30
0.20
0.50
0.03
0.38
0.38
0.22
0.40
0.40
Avail Cap(c_a), veh/h
321
340
288
323
340
288
446
1164
1199
463
1164
1206
HCM Platoon Ratio
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Upstream Filter(I)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Uniform Delay (d), s/veh
22.3
20.9
20.6
23.1
20.7
21.7
6.2
4.4
4.4
7.0
4.4
4.4
Incr Delay (d2), s/veh
0.5
0.7
0.5
0.9
0.5
2.3
0.1
1.0
0.9
1.1
1.0
1.0
Initial Q Delay(d3),s/veh
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
%ile BackOfQ(50%),veh/ln
0.6
0.8
0.4
1.0
0.6
1.4
0.1
1.5
1.5
0.6
1.5
1.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh
22.8
21.6
21.1
24.0
21.2
24.0
6.3
5.3
5.3
8.1
5.5
5.4
LnGrp LOS
C
C
C
C
C
C
A
A
A
A
A
A
Approach Vol, veh/h
162
250
921
1049
Approach Delay, s/veh
21.9
23.4
5.3
5.7
Approach LOS
C
C
A
A
Timer - Assigned Phs
2
4
6
8
Phs Duration (G+Y+Rc), s
13.0
42.0
13.0
42.0
Change Period (Y+Rc), s
5.0
6.0
5.0
6.0
Max Green Setting (Gmax), s
10.0
34.0
10.0
34.0
Max Q Clear Time (g_c+I1), s
7.1
9.4
5.6
13.3
Green Ext Time (p_c), s
0.4
3.6
0.3
4.4
Intersection Summary
HCM 6th Ctrl Delay
8.5
HCM 6th LOS
A
Notes
User approved pedestrian interval to be less than phase max green.
1: 69th Avenue & Ocotillo Road
06/17/2022
67 Flatts & Juniper Square - Existing PM Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
2.1
Movement
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
Traffic Vol, veh/h
120
66
8
83
48
15
Future Vol, veh/h
120
66
8
83
48
15
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Stop
Stop
RT Channelized
- None
- None
- None
Storage Length
-
-
-
-
0
-
Veh in Median Storage, #
0
-
-
0
0
-
Grade, %
0
-
-
0
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
130
72
9
90
52
16
Major/Minor
Major1
Major2
Minor1
Conflicting Flow All
0
0
202
0
274
166
Stage 1
-
-
-
-
166
-
Stage 2
-
-
-
-
108
-
Critical Hdwy
-
-
4.12
-
6.42
6.22
Critical Hdwy Stg 1
-
-
-
-
5.42
-
Critical Hdwy Stg 2
-
-
-
-
5.42
-
Follow-up Hdwy
-
- 2.218
- 3.518 3.318
Pot Cap-1 Maneuver
-
-
1370
-
716
878
Stage 1
-
-
-
-
863
-
Stage 2
-
-
-
-
916
-
Platoon blocked, %
-
-
-
Mov Cap-1 Maneuver
-
-
1370
-
711
878
Mov Cap-2 Maneuver
-
-
-
-
711
-
Stage 1
-
-
-
-
863
-
Stage 2
-
-
-
-
910
-
Approach
EB
WB
NB
HCM Control Delay, s
0
0.7
10.3
HCM LOS
B
Minor Lane/Major Mvmt
NBLn1
EBT
EBR
WBL
WBT
Capacity (veh/h)
745
-
-
1370
-
HCM Lane V/C Ratio
0.092
-
- 0.006
-
HCM Control Delay (s)
10.3
-
-
7.6
0
HCM Lane LOS
B
-
-
A
A
HCM 95th %tile Q(veh)
0.3
-
-
0
-
2: 67th Avenue & Ocotillo Road
06/17/2022
67 Flatts & Juniper Square - Existing PM Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
23.6
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
44
10
81
35
7
78
42
1024
65
72
1031
45
Future Vol, veh/h
44
10
81
35
7
78
42
1024
65
72
1031
45
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Stop
Stop
Stop
Stop
Stop
Stop
Free
Free
Free
Free
Free
Free
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
85
-
-
85
-
-
85
-
-
100
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
95
95
95
95
95
95
95
95
95
95
95
95
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
46
11
85
37
7
82
44
1078
68
76
1085
47
Major/Minor
Minor2
Minor1
Major1
Major2
Conflicting Flow All
1892
2495
566
1900
2484
573
1132
0
0
1146
0
0
Stage 1
1261
1261
-
1200
1200
-
-
-
-
-
-
-
Stage 2
631
1234
-
700
1284
-
-
-
-
-
-
-
Critical Hdwy
7.54
6.54
6.94
7.54
6.54
6.94
4.14
-
-
4.14
-
-
Critical Hdwy Stg 1
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Critical Hdwy Stg 2
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Follow-up Hdwy
3.52
4.02
3.32
3.52
4.02
3.32
2.22
-
-
2.22
-
-
Pot Cap-1 Maneuver
*~ 43
29
*669
*42
29
*681 *1001
-
-
976
-
-
Stage 1
*493
460
-
*535
491
-
-
-
-
-
-
-
Stage 2
*642
466
-
*631
443
-
-
-
-
-
-
-
Platoon blocked, %
1
1
1
-
-
1
-
-
Mov Cap-1 Maneuver
*~ 27
26
*669 *~ 23
26
*681 *1001
-
-
976
-
-
Mov Cap-2 Maneuver
*~ 27
26
- *~ 23
26
-
-
-
-
-
-
-
Stage 1
*471
424
-
*511
470
-
-
-
-
-
-
-
Stage 2
*532
445
-
*495
409
-
-
-
-
-
-
-
Approach
EB
WB
NB
SB
HCM Control Delay, s 245.3
214.8
0.3
0.6
HCM LOS
F
F
Minor Lane/Major Mvmt
NBL
NBT
NBR EBLn1 EBLn2WBLn1WBLn2
SBL
SBT
SBR
Capacity (veh/h)
* 1001
-
-
27
180
23
221
976
-
-
HCM Lane V/C Ratio
0.044
-
- 1.715 0.532 1.602 0.405 0.078
-
-
HCM Control Delay (s)
8.8
-
-$ 658.2
45.7$ 659.1
31.9
9
-
-
HCM Lane LOS
A
-
-
F
E
F
D
A
-
-
HCM 95th %tile Q(veh)
0.1
-
-
5.5
2.7
4.7
1.8
0.3
-
-
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
4: 67th Avenue & Driveway B
06/17/2022
67 Flatts & Juniper Square - Existing PM Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
0.1
Movement
WBL WBR
NBT
NBR
SBL
SBT
Lane Configurations
Traffic Vol, veh/h
3
12
1132
8
16
1108
Future Vol, veh/h
3
12
1132
8
16
1108
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Stop
Stop
Free
Free
Free
Free
RT Channelized
- None
- None
- None
Storage Length
0
-
-
-
100
-
Veh in Median Storage, #
0
-
0
-
-
0
Grade, %
0
-
0
-
-
0
Peak Hour Factor
95
95
95
95
95
95
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
3
13
1192
8
17
1166
Major/Minor
Minor1
Major1
Major2
Conflicting Flow All
1813
600
0
0
1200
0
Stage 1
1196
-
-
-
-
-
Stage 2
617
-
-
-
-
-
Critical Hdwy
6.84
6.94
-
-
4.14
-
Critical Hdwy Stg 1
5.84
-
-
-
-
-
Critical Hdwy Stg 2
5.84
-
-
-
-
-
Follow-up Hdwy
3.52
3.32
-
-
2.22
-
Pot Cap-1 Maneuver
*70
*626
-
-
*936
-
Stage 1
*590
-
-
-
-
-
Stage 2
*608
-
-
-
-
-
Platoon blocked, %
1
-
-
1
-
Mov Cap-1 Maneuver
*69
*626
-
-
*936
-
Mov Cap-2 Maneuver
*302
-
-
-
-
-
Stage 1
*590
-
-
-
-
-
Stage 2
*597
-
-
-
-
-
Approach
WB
NB
SB
HCM Control Delay, s
12.2
0
0.1
HCM LOS
B
Minor Lane/Major Mvmt
NBT
NBRWBLn1
SBL
SBT
Capacity (veh/h)
-
-
515 * 936
-
HCM Lane V/C Ratio
-
- 0.031 0.018
-
HCM Control Delay (s)
-
-
12.2
8.9
-
HCM Lane LOS
-
-
B
A
-
HCM 95th %tile Q(veh)
-
-
0.1
0.1
-
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
5: 69th Avenue & Maryland Avenue
06/17/2022
67 Flatts & Juniper Square - Existing PM Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
4.9
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
29
111
17
33
112
16
14
25
43
25
33
12
Future Vol, veh/h
29
111
17
33
112
16
14
25
43
25
33
12
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Free
Free
Stop
Stop
Stop
Stop
Stop
Stop
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
-
-
-
-
-
-
-
-
-
-
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
32
121
18
36
122
17
15
27
47
27
36
13
Major/Minor
Major1
Major2
Minor1
Minor2
Conflicting Flow All
139
0
0
139
0
0
421
405
130
434
406
131
Stage 1
-
-
-
-
-
-
194
194
-
203
203
-
Stage 2
-
-
-
-
-
-
227
211
-
231
203
-
Critical Hdwy
4.12
-
-
4.12
-
-
7.12
6.52
6.22
7.12
6.52
6.22
Critical Hdwy Stg 1
-
-
-
-
-
-
6.12
5.52
-
6.12
5.52
-
Critical Hdwy Stg 2
-
-
-
-
-
-
6.12
5.52
-
6.12
5.52
-
Follow-up Hdwy
2.218
-
- 2.218
-
- 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver
1445
-
-
1445
-
-
543
535
920
532
534
919
Stage 1
-
-
-
-
-
-
808
740
-
799
733
-
Stage 2
-
-
-
-
-
-
776
728
-
772
733
-
Platoon blocked, %
-
-
-
-
Mov Cap-1 Maneuver
1445
-
-
1445
-
-
487
508
920
466
507
919
Mov Cap-2 Maneuver
-
-
-
-
-
-
487
508
-
466
507
-
Stage 1
-
-
-
-
-
-
789
722
-
780
713
-
Stage 2
-
-
-
-
-
-
707
708
-
688
715
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
1.4
1.5
11.3
12.9
HCM LOS
B
B
Minor Lane/Major Mvmt
NBLn1
EBL
EBT
EBR
WBL
WBT WBR SBLn1
Capacity (veh/h)
658
1445
-
-
1445
-
-
531
HCM Lane V/C Ratio
0.135 0.022
-
- 0.025
-
- 0.143
HCM Control Delay (s)
11.3
7.5
0
-
7.6
0
-
12.9
HCM Lane LOS
B
A
A
-
A
A
-
B
HCM 95th %tile Q(veh)
0.5
0.1
-
-
0.1
-
-
0.5
6: Driveway C & Maryland Avenue
06/17/2022
67 Flatts & Juniper Square - Existing PM Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
0.9
Movement
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
Traffic Vol, veh/h
162
18
15
153
10
13
Future Vol, veh/h
162
18
15
153
10
13
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Stop
Stop
RT Channelized
- None
- None
- None
Storage Length
-
-
-
-
0
-
Veh in Median Storage, #
0
-
-
0
0
-
Grade, %
0
-
-
0
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
176
20
16
166
11
14
Major/Minor
Major1
Major2
Minor1
Conflicting Flow All
0
0
196
0
384
186
Stage 1
-
-
-
-
186
-
Stage 2
-
-
-
-
198
-
Critical Hdwy
-
-
4.12
-
6.42
6.22
Critical Hdwy Stg 1
-
-
-
-
5.42
-
Critical Hdwy Stg 2
-
-
-
-
5.42
-
Follow-up Hdwy
-
- 2.218
- 3.518 3.318
Pot Cap-1 Maneuver
-
-
1377
-
644
856
Stage 1
-
-
-
-
846
-
Stage 2
-
-
-
-
860
-
Platoon blocked, %
-
-
-
1
Mov Cap-1 Maneuver
-
-
1377
-
635
856
Mov Cap-2 Maneuver
-
-
-
-
635
-
Stage 1
-
-
-
-
846
-
Stage 2
-
-
-
-
849
-
Approach
EB
WB
NB
HCM Control Delay, s
0
0.7
10
HCM LOS
B
Minor Lane/Major Mvmt
NBLn1
EBT
EBR
WBL
WBT
Capacity (veh/h)
743
-
-
1377
-
HCM Lane V/C Ratio
0.034
-
- 0.012
-
HCM Control Delay (s)
10
-
-
7.6
0
HCM Lane LOS
B
-
-
A
A
HCM 95th %tile Q(veh)
0.1
-
-
0
-
8: 67th Avenue & Maryland Avenue
06/17/2022
67 Flatts & Juniper Square - Existing PM Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th Signalized Intersection Summary
Movement
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
50
63
59
109
100
145
41
926
102
121
940
53
Future Volume (veh/h)
50
63
59
109
100
145
41
926
102
121
940
53
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
Ped-Bike Adj(A_pbT)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Parking Bus, Adj
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Work Zone On Approach
No
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
53
66
62
115
105
153
43
975
107
127
989
56
Peak Hour Factor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Percent Heavy Veh, %
2
2
2
2
2
2
2
2
2
2
2
2
Cap, veh/h
255
300
254
295
300
254
397
2065
227
383
2186
124
Arrive On Green
0.16
0.16
0.16
0.16
0.16
0.16
0.64
0.64
0.64
0.64
0.64
0.64
Sat Flow, veh/h
1121
1870
1585
1262
1870
1585
540
3229
354
521
3419
194
Grp Volume(v), veh/h
53
66
62
115
105
153
43
536
546
127
514
531
Grp Sat Flow(s),veh/h/ln
1121
1870
1585
1262
1870
1585
540
1777
1807
521
1777
1836
Q Serve(g_s), s
2.4
1.7
1.9
4.8
2.7
4.9
2.4
8.6
8.6
9.1
8.1
8.1
Cycle Q Clear(g_c), s
5.2
1.7
1.9
6.5
2.7
4.9
10.5
8.6
8.6
17.7
8.1
8.1
Prop In Lane
1.00
1.00
1.00
1.00
1.00
0.20
1.00
0.11
Lane Grp Cap(c), veh/h
255
300
254
295
300
254
397
1136
1155
383
1136
1174
V/C Ratio(X)
0.21
0.22
0.24
0.39
0.35
0.60
0.11
0.47
0.47
0.33
0.45
0.45
Avail Cap(c_a), veh/h
279
340
288
322
340
288
397
1136
1155
383
1136
1174
HCM Platoon Ratio
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Upstream Filter(I)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Uniform Delay (d), s/veh
22.8
20.1
20.2
22.9
20.5
21.4
7.7
5.1
5.1
9.7
5.0
5.0
Incr Delay (d2), s/veh
0.6
0.5
0.7
1.2
1.0
3.7
0.6
1.4
1.4
2.3
1.3
1.3
Initial Q Delay(d3),s/veh
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
%ile BackOfQ(50%),veh/ln
0.6
0.7
0.7
1.4
1.2
2.0
0.3
2.1
2.2
1.0
2.0
2.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh
23.4
20.6
20.9
24.1
21.5
25.1
8.2
6.5
6.5
12.0
6.3
6.3
LnGrp LOS
C
C
C
C
C
C
A
A
A
B
A
A
Approach Vol, veh/h
181
373
1125
1172
Approach Delay, s/veh
21.5
23.8
6.6
6.9
Approach LOS
C
C
A
A
Timer - Assigned Phs
2
4
6
8
Phs Duration (G+Y+Rc), s
13.8
41.2
13.8
41.2
Change Period (Y+Rc), s
5.0
6.0
5.0
6.0
Max Green Setting (Gmax), s
10.0
34.0
10.0
34.0
Max Q Clear Time (g_c+I1), s
8.5
12.5
7.2
19.7
Green Ext Time (p_c), s
0.3
4.8
0.3
4.7
Intersection Summary
HCM 6th Ctrl Delay
9.9
HCM 6th LOS
A
Notes
User approved pedestrian interval to be less than phase max green.
F
67 Flats & Juniper Square
Traffic Impact Study – Category I
Appendix F – Trip Generation
NWC 67th Avenue and Maryland
Completed:
TG
10/26/2021
Checked:
GT
1/31/2022
Trip Generation Calculations
220
Multifamily Housing (Low-Rise) (One to Three Levels)
Rate
% In
% Out
Rate
% In
% Out
Rate
% In
% Out
Total
In
Out
Total
In
Out
Total
In
Out
220
384
Dwelling
Units
6.74
50%
50%
0.40
24%
76%
0.51
63%
37%
2,588
1,294
1,294
154
37
117
196
123
73
Average
220
384
Dwelling
Units
2.46
50%
50%
0.13
24%
76%
0.08
63%
37%
945
473
472
50
12
38
31
20
11
Minimum
220
384
Dwelling
Units
12.50
50%
50%
0.73
24%
76%
1.04
63%
37%
4,800
2,400
2,400
280
67
213
399
251
148
Maximum
Equation
% In
% Out
Equation
% In
% Out
Equation
% In
% Out
Total
In
Out
Total
In
Out
Total
In
Out
220
384
Dwelling
Units
T=6.41(X)+75.31
50%
50%
T=0.31(X)+22.85
24%
76%
T=0.43(X)+20.55
63%
37%
2,537
1,269
1,268
142
34
108
186
117
69
Equation
1.79
0.12
0.15
22
49
59
229
249
241
0.86
0.79
0.84
252
Senior Adult Housing - Multifamily
Rate
% In
% Out
Rate
% In
% Out
Rate
% In
% Out
Total
In
Out
Total
In
Out
Total
In
Out
252
221
Dwelling
Units
3.24
50%
50%
0.20
34%
66%
0.25
56%
44%
716
358
358
44
15
29
55
31
24
Average
252
221
Dwelling
Units
2.59
50%
50%
0.13
34%
66%
0.16
56%
44%
572
286
286
29
10
19
35
20
15
Minimum
252
221
Dwelling
Units
4.79
50%
50%
0.27
34%
66%
0.36
56%
44%
1,059
530
529
60
20
40
80
45
35
Maximum
Equation
% In
% Out
Equation
% In
% Out
Equation
% In
% Out
Total
In
Out
Total
In
Out
Total
In
Out
252
221
Dwelling
Units
T=2.89(X)+24.82
50%
50%
T=0.19(X)+0.9
34%
66%
T=0.25(X)+0.07
56%
44%
664
332
332
43
15
28
55
31
24
Equation
0.53
0.04
0.06
6
9
9
72
73
73
0.99
0.85
0.84
AM Peak Hour
PM Peak Hour
Multifamily Housing (Low-Rise)
Multifamily Housing (Low-Rise)
Multifamily Housing (Low-Rise)
Land Use
ITE
Code
Qty
Unit
Weekday
Land Use
ITE
Code
Qty
Unit
Weekday
AM Peak Hour
PM Peak Hour
Weekday
AM Peak Hour
PM Peak Hour
Average Size
R2
Standard Deviation
Number of Studies
Land Use
ITE
Code
Qty
Unit
Weekday
AM Peak Hour
PM Peak Hour
Weekday
AM Peak Hour
PM Peak Hour
Weekday
AM Peak Hour
PM Peak Hour
Multifamily Housing (Low-Rise)
Multifamily Housing (Low-Rise)
Senior Adult Housing - Multifamily
Senior Adult Housing - Multifamily
Senior Adult Housing - Multifamily
Land Use
ITE
Code
Qty
Unit
Weekday
AM Peak Hour
PM Peak Hour
Weekday
AM Peak Hour
PM Peak Hour
Senior Adult Housing - Multifamily
Senior Adult Housing - Multifamily
Standard Deviation
Number of Studies
Average Size
R2
G
67 Flats & Juniper Square
Traffic Impact Study – Category I
Appendix G – MAG
Socioeconomic Projections
Socioeconomic Projections
302 North 1st Avenue, Suite 300
Phoenix, Arizona 85003
(602) 254-6300
Maricopa Association of Governments
Table 1: Total Population by Municipal Planning Area
July 1, 2018 and Projections July 1, 2020 to July 1, 2055
Municipal Planning Area
2018
2020
2030
2040
Total Population
2055
2050
Apache Junction
59,000
60,800
70,000
92,000
117,100
132,600
Avondale
84,200
86,700
101,800
111,900
119,000
122,100
Buckeye
89,000
97,700
186,600
305,400
409,900
459,300
Carefree
3,700
3,800
4,100
4,200
4,200
4,300
Cave Creek
5,900
6,000
6,500
7,000
7,200
7,300
Chandler
270,300
279,500
309,100
321,100
329,000
332,400
El Mirage
34,300
35,100
36,500
36,900
37,200
37,200
Florence
79,400
85,500
120,300
160,500
209,900
231,400
Fort McDowell Yavapai Native Nation
1,000
1,100
1,100
1,100
1,100
1,100
Fountain Hills
24,000
24,700
26,200
26,600
26,900
27,000
Gila Bend
2,500
2,700
3,700
3,700
3,900
4,200
Gila River Indian Native Nation
12,000
12,200
12,300
12,300
12,300
12,300
Gilbert
256,500
265,900
293,500
308,800
318,100
321,400
Glendale
272,200
279,100
306,400
323,400
333,200
338,800
Goodyear
87,300
92,100
140,300
192,200
228,600
247,900
Guadalupe
6,300
6,400
6,700
6,800
6,800
6,800
Litchfield Park
13,300
14,000
15,400
15,700
16,100
16,400
Maricopa
59,800
67,000
90,800
106,400
121,600
128,900
Mesa
533,400
552,800
607,500
649,400
680,000
690,300
Paradise Valley
14,000
14,100
14,700
15,100
15,200
15,300
Peoria
188,500
196,600
232,400
273,700
312,600
329,900
Phoenix
1,653,500
1,697,700
1,881,900
2,019,300
2,117,400
2,155,300
Queen Creek
58,700
65,000
90,900
109,000
120,900
128,500
Salt River Pima-Maricopa Native Nation
6,800
6,100
5,700
5,800
5,800
5,800
Scottsdale
245,500
253,800
281,900
299,400
311,400
316,700
Surprise
144,000
150,300
216,700
307,500
383,300
417,200
Tempe
185,300
190,000
217,100
247,000
272,400
282,200
Tolleson
7,000
7,100
8,600
10,300
11,400
11,800
Unicorporated Pinal County
66,800
68,600
79,100
93,700
110,800
122,700
Unincorporated Maricopa County
97,900
101,200
110,500
116,800
137,000
152,600
Wickenburg
8,200
8,500
9,400
9,500
9,800
10,000
Youngtown
6,600
6,800
7,300
7,700
7,800
7,800
Source: Maricopa Association of Governments (MAG) Socioeconomic Projections of Population and Employment by Municipal Planning Area
(MPA) and Regional Analysis Zone (RAZ), June 2019
For explanation of variables and complete notation on this series, please refer to the Notes and Caveats in Appendix A.
5
Notes: Numbers rounded to the nearest 100. These projections include both the Maricopa County and Pinal County portions for Apache
Junction, Queen Creek, and the Gila River Indian Community. Peoria and Wickenburg include only the Maricopa County portion.
Maricopa Association of Governments
Table 2: Total Employment by Municipal Planning Area
July 1, 2018 and Projections July 1, 2020 to July 1, 2055
Municipal Planning Area
2018
2020
2030
2040
Total Employment
2055
2050
Apache Junction
7,800
8,800
13,100
17,800
26,400
30,500
Avondale
22,400
23,200
30,400
36,200
42,800
45,400
Buckeye
21,600
26,900
42,900
64,500
98,000
128,900
Carefree
1,600
1,600
2,100
2,400
2,500
2,600
Cave Creek
2,200
2,400
2,700
2,900
3,000
3,200
Chandler
145,500
154,700
182,300
202,100
215,200
222,000
El Mirage
5,000
5,100
6,500
7,200
8,000
8,900
Florence
11,000
12,100
17,000
26,400
40,900
51,100
Fort McDowell Yavapai Native Nation
2,200
2,400
2,400
2,500
2,600
2,600
Fountain Hills
7,100
7,700
9,100
9,800
10,200
10,300
Gila Bend
900
900
1,200
1,300
1,500
1,700
Gila River Indian Native Nation
10,500
10,700
11,500
13,100
14,800
15,500
Gilbert
92,800
98,600
120,200
135,900
146,600
152,200
Glendale
103,800
111,400
134,000
153,100
168,900
175,900
Goodyear
35,900
37,200
50,600
69,000
92,600
102,500
Guadalupe
1,300
1,300
1,500
1,600
1,600
1,600
Litchfield Park
3,800
4,400
5,200
5,900
6,400
6,700
Maricopa
6,200
7,100
11,400
18,200
28,200
33,500
Mesa
197,200
205,900
249,000
296,000
333,700
351,000
Paradise Valley
6,300
6,300
6,800
7,100
7,500
7,700
Peoria
58,200
62,400
73,100
84,800
91,900
96,300
Phoenix
897,700
937,600
1,084,000
1,189,200
1,264,900
1,298,900
Queen Creek
15,500
16,400
19,900
24,000
28,900
31,100
Salt River Pima-Maricopa Native Nation
21,200
22,900
28,200
33,900
35,900
36,400
Scottsdale
197,200
207,400
235,500
252,000
261,700
267,000
Surprise
33,600
36,400
59,500
86,400
113,400
130,500
Tempe
190,000
200,500
231,200
257,700
280,000
290,900
Tolleson
17,700
18,300
21,200
23,900
26,000
26,700
Unicorporated Pinal County
3,500
3,900
6,000
8,900
13,500
17,800
Unincorporated Maricopa County
28,600
31,500
35,500
41,100
51,200
58,400
Wickenburg
4,400
4,600
5,200
5,600
6,000
6,200
Youngtown
1,500
1,800
2,200
2,700
2,800
3,100
Source: Maricopa Association of Governments (MAG) Socioeconomic Projections of Population and Employment by Municipal Planning Area
(MPA) and Regional Analysis Zone (RAZ), June 2019
For explanation of variables and complete notation on this series, please refer to the Notes and Caveats in Appendix A.
6
Notes: Numbers rounded to the nearest 100. These projections include both the Maricopa County and Pinal County portions for Apache
Junction, Queen Creek, and the Gila River Indian Community. Peoria and Wickenburg include only the Maricopa County portion.
Total Population
2018
2020
2030
2040
2050
RAZ
County
Maricopa Association of Governments
Table 4: Population by Regional Analysis Zone (RAZ) by MPA
July 1, 2018 and Projections July 1, 2020 to July 1, 2055
2055
Gilbert MPA
Maricopa County
69,468
80,585
71,161
75,414
78,260
311
81,594
Maricopa County
33,647
40,045
34,815
38,530
39,308
312
40,262
Maricopa County
45,028
54,158
46,189
51,325
53,015
318
54,796
Maricopa County
68,863
85,822
71,824
78,215
83,385
319
86,425
Maricopa County
39,481
57,454
41,890
50,036
54,841
329
58,308
256,487
318,064
265,879
293,520
308,809
321,385
Total
Glendale MPA
Maricopa County
46,910
49,384
47,698
48,796
49,206
222
49,449
Maricopa County
42,310
46,063
43,162
45,339
45,891
240
46,176
Maricopa County
13,022
26,070
13,489
20,216
24,071
254
27,026
Maricopa County
18,063
28,332
18,672
24,066
27,041
255
28,777
Maricopa County
51,024
66,976
52,020
58,164
63,504
257
69,767
Maricopa County
100,829
116,389
104,044
109,853
113,699
258
117,596
272,158
333,214
279,085
306,434
323,412
338,791
Total
Goodyear MPA
Maricopa County
34,465
48,289
35,839
42,987
46,513
265
49,206
Maricopa County
37,602
80,624
39,877
59,146
72,505
280
83,806
Maricopa County
14,773
61,049
15,960
34,674
52,531
302
64,104
Maricopa County
303
38,433
308
3,388
20,507
323
50,299
Maricopa County
124
243
124
131
131
373
530
87,267
228,638
92,108
140,326
192,187
247,945
Total
Guadalupe MPA
Maricopa County
6,342
6,779
6,422
6,659
6,765
307
6,779
6,342
6,779
6,422
6,659
6,765
6,779
Total
Litchfield Park MPA
Maricopa County
13,263
16,141
13,965
15,398
15,692
266
16,408
13,263
16,141
13,965
15,398
15,692
16,408
Total
Maricopa MPA
Pinal County
52,310
97,145
59,346
80,116
88,466
399
101,546
Pinal County
2,485
2,575
2,528
2,575
2,575
400
2,575
Pinal County
1,541
18,018
1,545
4,219
11,464
403
20,896
Pinal County
3,433
3,906
3,537
3,901
3,901
404
3,906
59,769
121,644
66,956
90,811
106,406
128,923
Total
23
Source: Maricopa Association of Governments (MAG) Socioeconomic Projections of Population and Employment by Municipal Planning Area
(MPA) and Regional Analysis Zone (RAZ), May 2019
For explanation of variables and complete notation on this series, please refer to the Notes and Caveats in Appendix A.
Notes: Numbers rounded to the nearest 100. These projections include both the Maricopa County and Pinal County portions for Apache
Junction, Queen Creek, and the Gila River Indian Community. Peoria and Wickenburg include only the Maricopa County portion.
Total Employment
2018
2020
2030
2040
2050
RAZ
County
Maricopa Association of Governments
Table 5: Employment by Regional Analysis Zone (RAZ) by MPA
July 1, 2018 and Projections July 1, 2020 to July 1, 2055
2055
Gilbert MPA
Maricopa County
35,190
51,554
37,754
44,986
48,701
311
52,795
Maricopa County
8,736
14,178
9,970
12,042
13,171
312
14,761
Maricopa County
28,231
50,312
31,209
39,313
46,051
318
52,149
Maricopa County
13,484
21,504
13,402
16,611
19,467
319
22,510
Maricopa County
7,127
9,040
6,240
7,201
8,542
329
9,955
92,768
146,588
98,575
120,153
135,932
152,170
Total
Glendale MPA
Maricopa County
23,182
29,868
24,358
27,080
28,920
222
30,267
Maricopa County
21,449
26,269
22,663
24,750
25,462
240
26,424
Maricopa County
1,085
9,168
1,570
3,495
6,538
254
9,708
Maricopa County
13,743
21,173
15,786
18,396
19,683
255
22,278
Maricopa County
16,724
40,928
18,078
25,599
33,996
257
44,502
Maricopa County
27,635
41,526
28,959
34,725
38,499
258
42,736
103,818
168,932
111,414
134,045
153,098
175,915
Total
Goodyear MPA
Maricopa County
16,215
25,120
16,286
19,476
22,636
265
26,105
Maricopa County
16,644
42,995
17,720
24,268
33,850
280
46,929
Maricopa County
2,983
7,573
3,059
5,047
5,326
302
10,200
Maricopa County
10
16,808
94
1,751
7,100
323
19,039
Maricopa County
84
123
84
103
111
373
254
35,936
92,619
37,243
50,645
69,023
102,527
Total
Guadalupe MPA
Maricopa County
1,270
1,622
1,281
1,465
1,566
307
1,584
1,270
1,622
1,281
1,465
1,566
1,584
Total
Litchfield Park MPA
Maricopa County
3,796
6,352
4,379
5,187
5,911
266
6,718
3,796
6,352
4,379
5,187
5,911
6,718
Total
Maricopa MPA
Pinal County
5,615
20,017
6,421
9,877
13,973
399
23,456
Pinal County
299
2,073
318
461
935
400
2,712
Pinal County
141
4,539
167
679
2,343
403
5,576
Pinal County
172
1,527
189
386
912
404
1,717
6,227
28,156
7,095
11,403
18,163
33,461
Total
31
Source: Maricopa Association of Governments (MAG) Socioeconomic Projections of Population and Employment by Municipal Planning Area
(MPA) and Regional Analysis Zone (RAZ), May 2019
For explanation of variables and complete notation on this series, please refer to the Notes and Caveats in Appendix A.
Notes: Numbers rounded to the nearest 100. These projections include both the Maricopa County and Pinal County portions for Apache
Junction, Queen Creek, and the Gila River Indian Community. Peoria and Wickenburg include only the Maricopa County portion.
H
67 Flats & Juniper Square
Traffic Impact Study – Category I
Appendix H – Year 2024
Build Capacity Analysis
1: 69th Avenue & Ocotillo Road
06/17/2022
67 Flatts & Juniper Square - Year 2024 AM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
2.2
Movement
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
Traffic Vol, veh/h
37
16
9
65
23
7
Future Vol, veh/h
37
16
9
65
23
7
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Stop
Stop
RT Channelized
- None
- None
- None
Storage Length
-
-
-
-
0
-
Veh in Median Storage, #
0
-
-
0
0
-
Grade, %
0
-
-
0
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
40
17
10
71
25
8
Major/Minor
Major1
Major2
Minor1
Conflicting Flow All
0
0
57
0
140
49
Stage 1
-
-
-
-
49
-
Stage 2
-
-
-
-
91
-
Critical Hdwy
-
-
4.12
-
6.42
6.22
Critical Hdwy Stg 1
-
-
-
-
5.42
-
Critical Hdwy Stg 2
-
-
-
-
5.42
-
Follow-up Hdwy
-
- 2.218
- 3.518 3.318
Pot Cap-1 Maneuver
-
-
1547
-
853
1020
Stage 1
-
-
-
-
973
-
Stage 2
-
-
-
-
933
-
Platoon blocked, %
-
-
-
Mov Cap-1 Maneuver
-
-
1547
-
847
1020
Mov Cap-2 Maneuver
-
-
-
-
847
-
Stage 1
-
-
-
-
973
-
Stage 2
-
-
-
-
926
-
Approach
EB
WB
NB
HCM Control Delay, s
0
0.9
9.2
HCM LOS
A
Minor Lane/Major Mvmt
NBLn1
EBT
EBR
WBL
WBT
Capacity (veh/h)
882
-
-
1547
-
HCM Lane V/C Ratio
0.037
-
- 0.006
-
HCM Control Delay (s)
9.2
-
-
7.3
0
HCM Lane LOS
A
-
-
A
A
HCM 95th %tile Q(veh)
0.1
-
-
0
-
2: 67th Avenue & Ocotillo Road
06/17/2022
67 Flatts & Juniper Square - Year 2024 AM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
8.1
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
16
6
44
39
6
72
39
1006
46
48
958
38
Future Vol, veh/h
16
6
44
39
6
72
39
1006
46
48
958
38
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Stop
Stop
Stop
Stop
Stop
Stop
Free
Free
Free
Free
Free
Free
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
85
-
-
85
-
-
85
-
-
100
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
95
95
95
95
95
95
95
95
95
95
95
95
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
17
6
46
41
6
76
41
1059
48
51
1008
40
Major/Minor
Minor2
Minor1
Major1
Major2
Conflicting Flow All
1745
2319
524
1774
2315
554
1048
0
0
1107
0
0
Stage 1
1130
1130
-
1165
1165
-
-
-
-
-
-
-
Stage 2
615
1189
-
609
1150
-
-
-
-
-
-
-
Critical Hdwy
7.54
6.54
6.94
7.54
6.54
6.94
4.14
-
-
4.14
-
-
Critical Hdwy Stg 1
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Critical Hdwy Stg 2
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Follow-up Hdwy
3.52
4.02
3.32
3.52
4.02
3.32
2.22
-
-
2.22
-
-
Pot Cap-1 Maneuver
*55
37
*695
*52
37
*681 *1039
-
- *1019
-
-
Stage 1
*585
528
-
*576
519
-
-
-
-
-
-
-
Stage 2
*642
500
-
*655
512
-
-
-
-
-
-
-
Platoon blocked, %
1
1
1
-
-
1
-
-
Mov Cap-1 Maneuver
*39
34
*695 *~ 39
34
*681 *1039
-
- *1019
-
-
Mov Cap-2 Maneuver
*39
34
- *~ 39
34
-
-
-
-
-
-
-
Stage 1
*562
502
-
*554
499
-
-
-
-
-
-
-
Stage 2
*541
481
-
*574
486
-
-
-
-
-
-
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
58.6
121.9
0.3
0.4
HCM LOS
F
F
Minor Lane/Major Mvmt
NBL
NBT
NBR EBLn1 EBLn2WBLn1WBLn2
SBL
SBT
SBR
Capacity (veh/h)
* 1039
-
-
39
209
39
276 * 1019
-
-
HCM Lane V/C Ratio
0.04
-
- 0.432 0.252 1.053 0.297
0.05
-
-
HCM Control Delay (s)
8.6
-
- 154.6
27.9$ 318.6
23.5
8.7
-
-
HCM Lane LOS
A
-
-
F
D
F
C
A
-
-
HCM 95th %tile Q(veh)
0.1
-
-
1.5
1
4.1
1.2
0.2
-
-
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
3: 67th Avenue & Driveway A
06/17/2022
67 Flatts & Juniper Square - Year 2024 AM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
0.3
Movement
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
21
23
4
1054
1032
8
Future Vol, veh/h
21
23
4
1054
1032
8
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Stop
Stop
Free
Free
Free
Free
RT Channelized
- None
- None
- None
Storage Length
75
0
100
-
-
-
Veh in Median Storage, #
0
-
-
0
0
-
Grade, %
0
-
-
0
0
-
Peak Hour Factor
95
95
95
95
95
95
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
22
24
4
1109
1086
8
Major/Minor
Minor2
Major1
Major2
Conflicting Flow All
1653
547
1094
0
-
0
Stage 1
1090
-
-
-
-
-
Stage 2
563
-
-
-
-
-
Critical Hdwy
6.84
6.94
4.14
-
-
-
Critical Hdwy Stg 1
5.84
-
-
-
-
-
Critical Hdwy Stg 2
5.84
-
-
-
-
-
Follow-up Hdwy
3.52
3.32
2.22
-
-
-
Pot Cap-1 Maneuver
*89
*669 *1001
-
-
-
Stage 1
*632
-
-
-
-
-
Stage 2
*643
-
-
-
-
-
Platoon blocked, %
1
1
-
-
-
Mov Cap-1 Maneuver
*89
*669 *1001
-
-
-
Mov Cap-2 Maneuver
*331
-
-
-
-
-
Stage 1
*629
-
-
-
-
-
Stage 2
*643
-
-
-
-
-
Approach
EB
NB
SB
HCM Control Delay, s
13.5
0
0
HCM LOS
B
Minor Lane/Major Mvmt
NBL
NBT EBLn1 EBLn2
SBT
SBR
Capacity (veh/h)
* 1001
-
331
669
-
-
HCM Lane V/C Ratio
0.004
- 0.067 0.036
-
-
HCM Control Delay (s)
8.6
-
16.7
10.6
-
-
HCM Lane LOS
A
-
C
B
-
-
HCM 95th %tile Q(veh)
0
-
0.2
0.1
-
-
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
4: 67th Avenue & Driveway B
06/17/2022
67 Flatts & Juniper Square - Year 2024 AM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
0.3
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
8
0
7
0
0
3
2
1048
0
3
1056
6
Future Vol, veh/h
8
0
7
0
0
3
2
1048
0
3
1056
6
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Stop
Stop
Stop
Stop
Stop
Stop
Free
Free
Free
Free
Free
Free
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
0
-
-
-
-
-
75
-
-
75
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
95
95
95
95
95
95
95
95
95
95
95
95
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
8
0
7
0
0
3
2
1103
0
3
1112
6
Major/Minor
Minor2
Minor1
Major1
Major2
Conflicting Flow All
1677
2228
559
1669
2231
552
1118
0
0
1103
0
0
Stage 1
1121
1121
-
1107
1107
-
-
-
-
-
-
-
Stage 2
556
1107
-
562
1124
-
-
-
-
-
-
-
Critical Hdwy
7.54
6.54
6.94
7.54
6.54
6.94
4.14
-
-
4.14
-
-
Critical Hdwy Stg 1
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Critical Hdwy Stg 2
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Follow-up Hdwy
3.52
4.02
3.32
3.52
4.02
3.32
2.22
-
-
2.22
-
-
Pot Cap-1 Maneuver
*62
*42
*644
*63
*42
*681
*963
-
- *1019
-
-
Stage 1
*607
*532
-
*642
*563
-
-
-
-
-
-
-
Stage 2
*642
*563
-
*607
*532
-
-
-
-
-
-
-
Platoon blocked, %
1
1
1
-
-
1
-
-
Mov Cap-1 Maneuver
*62
*42
*644
*62
*42
*681
*963
-
- *1019
-
-
Mov Cap-2 Maneuver
*62
*42
-
*62
*42
-
-
-
-
-
-
-
Stage 1
*606
*531
-
*641
*562
-
-
-
-
-
-
-
Stage 2
*638
*562
-
*598
*531
-
-
-
-
-
-
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
43.4
10.3
0
0
HCM LOS
E
B
Minor Lane/Major Mvmt
NBL
NBT
NBR EBLn1 EBLn2WBLn1
SBL
SBT
SBR
Capacity (veh/h)
* 963
-
-
62
644
681 * 1019
-
-
HCM Lane V/C Ratio
0.002
-
- 0.136 0.011 0.005 0.003
-
-
HCM Control Delay (s)
8.7
-
-
72
10.7
10.3
8.5
-
-
HCM Lane LOS
A
-
-
F
B
B
A
-
-
HCM 95th %tile Q(veh)
0
-
-
0.4
0
0
0
-
-
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
5: 69th Avenue & Maryland Avenue
06/17/2022
67 Flatts & Juniper Square - Year 2024 AM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
4.3
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
6
76
22
27
86
14
21
16
57
16
10
5
Future Vol, veh/h
6
76
22
27
86
14
21
16
57
16
10
5
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Free
Free
Stop
Stop
Stop
Stop
Stop
Stop
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
-
-
-
-
-
-
-
-
-
-
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
7
83
24
29
93
15
23
17
62
17
11
5
Major/Minor
Major1
Major2
Minor1
Minor2
Conflicting Flow All
108
0
0
107
0
0
276
275
95
308
280
101
Stage 1
-
-
-
-
-
-
109
109
-
159
159
-
Stage 2
-
-
-
-
-
-
167
166
-
149
121
-
Critical Hdwy
4.12
-
-
4.12
-
-
7.12
6.52
6.22
7.12
6.52
6.22
Critical Hdwy Stg 1
-
-
-
-
-
-
6.12
5.52
-
6.12
5.52
-
Critical Hdwy Stg 2
-
-
-
-
-
-
6.12
5.52
-
6.12
5.52
-
Follow-up Hdwy
2.218
-
- 2.218
-
- 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver
1483
-
-
1484
-
-
676
632
962
644
628
954
Stage 1
-
-
-
-
-
-
896
805
-
843
766
-
Stage 2
-
-
-
-
-
-
835
761
-
854
796
-
Platoon blocked, %
-
-
-
-
Mov Cap-1 Maneuver
1483
-
-
1484
-
-
650
616
962
578
612
954
Mov Cap-2 Maneuver
-
-
-
-
-
-
650
616
-
578
612
-
Stage 1
-
-
-
-
-
-
892
801
-
839
750
-
Stage 2
-
-
-
-
-
-
801
745
-
778
792
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
0.4
1.6
10.2
11
HCM LOS
B
B
Minor Lane/Major Mvmt
NBLn1
EBL
EBT
EBR
WBL
WBT WBR SBLn1
Capacity (veh/h)
800
1483
-
-
1484
-
-
629
HCM Lane V/C Ratio
0.128 0.004
-
-
0.02
-
- 0.054
HCM Control Delay (s)
10.2
7.4
0
-
7.5
0
-
11
HCM Lane LOS
B
A
A
-
A
A
-
B
HCM 95th %tile Q(veh)
0.4
0
-
-
0.1
-
-
0.2
6: Driveway C & Maryland Avenue
06/17/2022
67 Flatts & Juniper Square - Year 2024 AM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
2.5
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
3
140
7
9
108
17
12
0
11
50
0
8
Future Vol, veh/h
3
140
7
9
108
17
12
0
11
50
0
8
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Free
Free
Stop
Stop
Stop
Stop
Stop
Stop
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
-
-
-
-
-
-
-
-
-
75
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
3
152
8
10
117
18
13
0
12
54
0
9
Major/Minor
Major1
Major2
Minor1
Minor2
Conflicting Flow All
135
0
0
160
0
0
313
317
156
314
312
126
Stage 1
-
-
-
-
-
-
162
162
-
146
146
-
Stage 2
-
-
-
-
-
-
151
155
-
168
166
-
Critical Hdwy
4.12
-
-
4.12
-
-
7.12
6.52
6.22
7.12
6.52
6.22
Critical Hdwy Stg 1
-
-
-
-
-
-
6.12
5.52
-
6.12
5.52
-
Critical Hdwy Stg 2
-
-
-
-
-
-
6.12
5.52
-
6.12
5.52
-
Follow-up Hdwy
2.218
-
- 2.218
-
- 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver
1470
-
-
1419
-
-
683
625
890
681
630
982
Stage 1
-
-
-
-
-
-
840
764
-
904
799
-
Stage 2
-
-
-
-
-
-
898
791
-
834
761
-
Platoon blocked, %
1
-
-
-
-
1
1
1
1
1
Mov Cap-1 Maneuver
1470
-
-
1419
-
-
672
619
890
667
624
982
Mov Cap-2 Maneuver
-
-
-
-
-
-
672
619
-
667
624
-
Stage 1
-
-
-
-
-
-
838
762
-
902
792
-
Stage 2
-
-
-
-
-
-
883
785
-
821
759
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
0.1
0.5
9.9
10.6
HCM LOS
A
B
Minor Lane/Major Mvmt
NBLn1
EBL
EBT
EBR
WBL
WBT WBR SBLn1 SBLn2
Capacity (veh/h)
761
1470
-
-
1419
-
-
667
982
HCM Lane V/C Ratio
0.033 0.002
-
- 0.007
-
- 0.081 0.009
HCM Control Delay (s)
9.9
7.5
0
-
7.6
0
-
10.9
8.7
HCM Lane LOS
A
A
A
-
A
A
-
B
A
HCM 95th %tile Q(veh)
0.1
0
-
-
0
-
-
0.3
0
7: Maryland Avenue & Driveway D
06/17/2022
67 Flatts & Juniper Square - Year 2024 AM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
0.5
Movement
EBL
EBT
WBT WBR
SBL
SBR
Lane Configurations
Traffic Vol, veh/h
2
189
118
5
10
3
Future Vol, veh/h
2
189
118
5
10
3
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Stop
Stop
RT Channelized
- None
- None
- None
Storage Length
-
-
-
-
-
-
Veh in Median Storage, #
-
0
0
-
0
-
Grade, %
-
0
0
-
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
2
205
128
5
11
3
Major/Minor
Major1
Major2
Minor2
Conflicting Flow All
133
0
-
0
340
131
Stage 1
-
-
-
-
131
-
Stage 2
-
-
-
-
209
-
Critical Hdwy
4.12
-
-
-
6.42
6.22
Critical Hdwy Stg 1
-
-
-
-
5.42
-
Critical Hdwy Stg 2
-
-
-
-
5.42
-
Follow-up Hdwy
2.218
-
-
- 3.518 3.318
Pot Cap-1 Maneuver
1473
-
-
-
686
976
Stage 1
-
-
-
-
926
-
Stage 2
-
-
-
-
826
-
Platoon blocked, %
1
-
-
-
1
1
Mov Cap-1 Maneuver
1473
-
-
-
684
976
Mov Cap-2 Maneuver
-
-
-
-
684
-
Stage 1
-
-
-
-
924
-
Stage 2
-
-
-
-
826
-
Approach
EB
WB
SB
HCM Control Delay, s
0.1
0
10
HCM LOS
B
Minor Lane/Major Mvmt
EBL
EBT
WBT WBR SBLn1
Capacity (veh/h)
1473
-
-
-
735
HCM Lane V/C Ratio
0.001
-
-
- 0.019
HCM Control Delay (s)
7.4
0
-
-
10
HCM Lane LOS
A
A
-
-
B
HCM 95th %tile Q(veh)
0
-
-
-
0.1
8: 67th Avenue & Maryland Avenue
06/17/2022
67 Flatts & Juniper Square - Year 2024 AM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th Signalized Intersection Summary
Movement
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
83
76
63
82
58
114
26
846
55
105
921
49
Future Volume (veh/h)
83
76
63
82
58
114
26
846
55
105
921
49
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
Ped-Bike Adj(A_pbT)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Parking Bus, Adj
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Work Zone On Approach
No
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
87
80
66
86
61
120
27
891
58
111
969
52
Peak Hour Factor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Percent Heavy Veh, %
2
2
2
2
2
2
2
2
2
2
2
2
Cap, veh/h
273
274
232
266
274
232
416
2213
144
444
2241
120
Arrive On Green
0.15
0.15
0.15
0.15
0.15
0.15
0.65
0.65
0.65
0.65
0.65
0.65
Sat Flow, veh/h
1203
1870
1585
1242
1870
1585
552
3387
220
591
3430
184
Grp Volume(v), veh/h
87
80
66
86
61
120
27
467
482
111
502
519
Grp Sat Flow(s),veh/h/ln
1203
1870
1585
1242
1870
1585
552
1777
1831
591
1777
1837
Q Serve(g_s), s
3.8
2.1
2.0
3.6
1.6
3.8
1.4
6.8
6.8
6.0
7.5
7.5
Cycle Q Clear(g_c), s
5.4
2.1
2.0
5.7
1.6
3.8
8.9
6.8
6.8
12.8
7.5
7.5
Prop In Lane
1.00
1.00
1.00
1.00
1.00
0.12
1.00
0.10
Lane Grp Cap(c), veh/h
273
274
232
266
274
232
416
1161
1196
444
1161
1200
V/C Ratio(X)
0.32
0.29
0.28
0.32
0.22
0.52
0.06
0.40
0.40
0.25
0.43
0.43
Avail Cap(c_a), veh/h
315
340
288
309
340
288
416
1161
1196
444
1161
1200
HCM Platoon Ratio
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Upstream Filter(I)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Uniform Delay (d), s/veh
23.1
20.9
20.9
23.5
20.7
21.7
6.7
4.5
4.5
7.5
4.6
4.6
Incr Delay (d2), s/veh
0.9
0.8
0.9
1.0
0.6
2.5
0.3
1.0
1.0
1.3
1.2
1.1
Initial Q Delay(d3),s/veh
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
%ile BackOfQ(50%),veh/ln
1.1
0.9
0.8
1.1
0.7
1.5
0.1
1.6
1.6
0.7
1.7
1.8
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh
24.0
21.8
21.8
24.5
21.3
24.2
7.0
5.5
5.5
8.8
5.8
5.7
LnGrp LOS
C
C
C
C
C
C
A
A
A
A
A
A
Approach Vol, veh/h
233
267
976
1132
Approach Delay, s/veh
22.6
23.6
5.6
6.1
Approach LOS
C
C
A
A
Timer - Assigned Phs
2
4
6
8
Phs Duration (G+Y+Rc), s
13.1
41.9
13.1
41.9
Change Period (Y+Rc), s
5.0
6.0
5.0
6.0
Max Green Setting (Gmax), s
10.0
34.0
10.0
34.0
Max Q Clear Time (g_c+I1), s
7.7
10.9
7.4
14.8
Green Ext Time (p_c), s
0.3
3.9
0.3
4.8
Intersection Summary
HCM 6th Ctrl Delay
9.1
HCM 6th LOS
A
Notes
User approved pedestrian interval to be less than phase max green.
1: 69th Avenue & Ocotillo Road
06/17/2022
67 Flatts & Juniper Square - Year 2024 PM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
2.2
Movement
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
Traffic Vol, veh/h
125
76
9
87
53
16
Future Vol, veh/h
125
76
9
87
53
16
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Stop
Stop
RT Channelized
- None
- None
- None
Storage Length
-
-
-
-
0
-
Veh in Median Storage, #
0
-
-
0
0
-
Grade, %
0
-
-
0
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
136
83
10
95
58
17
Major/Minor
Major1
Major2
Minor1
Conflicting Flow All
0
0
219
0
293
178
Stage 1
-
-
-
-
178
-
Stage 2
-
-
-
-
115
-
Critical Hdwy
-
-
4.12
-
6.42
6.22
Critical Hdwy Stg 1
-
-
-
-
5.42
-
Critical Hdwy Stg 2
-
-
-
-
5.42
-
Follow-up Hdwy
-
- 2.218
- 3.518 3.318
Pot Cap-1 Maneuver
-
-
1350
-
698
865
Stage 1
-
-
-
-
853
-
Stage 2
-
-
-
-
910
-
Platoon blocked, %
-
-
-
Mov Cap-1 Maneuver
-
-
1350
-
692
865
Mov Cap-2 Maneuver
-
-
-
-
692
-
Stage 1
-
-
-
-
853
-
Stage 2
-
-
-
-
903
-
Approach
EB
WB
NB
HCM Control Delay, s
0
0.7
10.5
HCM LOS
B
Minor Lane/Major Mvmt
NBLn1
EBT
EBR
WBL
WBT
Capacity (veh/h)
726
-
-
1350
-
HCM Lane V/C Ratio
0.103
-
- 0.007
-
HCM Control Delay (s)
10.5
-
-
7.7
0
HCM Lane LOS
B
-
-
A
A
HCM 95th %tile Q(veh)
0.3
-
-
0
-
2: 67th Avenue & Ocotillo Road
06/17/2022
67 Flatts & Juniper Square - Year 2024 PM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
55.5
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
46
11
85
42
8
82
45
1100
72
75
1125
47
Future Vol, veh/h
46
11
85
42
8
82
45
1100
72
75
1125
47
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Stop
Stop
Stop
Stop
Stop
Stop
Free
Free
Free
Free
Free
Free
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
85
-
-
85
-
-
85
-
-
100
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
95
95
95
95
95
95
95
95
95
95
95
95
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
48
12
89
44
8
86
47
1158
76
79
1184
49
Major/Minor
Minor2
Minor1
Major1
Major2
Conflicting Flow All
2044
2695
617
2046
2681
617
1233
0
0
1234
0
0
Stage 1
1367
1367
-
1290
1290
-
-
-
-
-
-
-
Stage 2
677
1328
-
756
1391
-
-
-
-
-
-
-
Critical Hdwy
7.54
6.54
6.94
7.54
6.54
6.94
4.14
-
-
4.14
-
-
Critical Hdwy Stg 1
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Critical Hdwy Stg 2
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Follow-up Hdwy
3.52
4.02
3.32
3.52
4.02
3.32
2.22
-
-
2.22
-
-
Pot Cap-1 Maneuver
*~ 33
21
*618 *~ 33
22
*681
*925
-
-
867
-
-
Stage 1
*484
445
-
*441
426
-
-
-
-
-
-
-
Stage 2
*642
400
-
*583
427
-
-
-
-
-
-
-
Platoon blocked, %
1
1
1
-
-
1
-
-
Mov Cap-1 Maneuver
*~ 17
18
*618 *~ 12
19
*681
*925
-
-
867
-
-
Mov Cap-2 Maneuver
*~ 17
18
- *~ 12
19
-
-
-
-
-
-
-
Stage 1
*460
405
-
*419
404
-
-
-
-
-
-
-
Stage 2
*521
380
-
*440
388
-
-
-
-
-
-
-
Approach
EB
WB
NB
SB
HCM Control Delay, s $ 486
$ 620.3
0.3
0.6
HCM LOS
F
F
Minor Lane/Major Mvmt
NBL
NBT
NBR EBLn1 EBLn2WBLn1WBLn2
SBL
SBT
SBR
Capacity (veh/h)
* 925
-
-
17
128
12
166
867
-
-
HCM Lane V/C Ratio
0.051
-
- 2.848 0.789 3.684 0.571 0.091
-
-
HCM Control Delay (s)
9.1
-
-$ 1299.2
96.4$ 1837.5
52.2
9.6
-
-
HCM Lane LOS
A
-
-
F
F
F
F
A
-
-
HCM 95th %tile Q(veh)
0.2
-
-
6.7
4.7
6.6
3
0.3
-
-
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
3: 67th Avenue & Driveway A
06/17/2022
67 Flatts & Juniper Square - Year 2024 PM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
0.2
Movement
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
13
14
13
1217
1227
25
Future Vol, veh/h
13
14
13
1217
1227
25
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Stop
Stop
Free
Free
Free
Free
RT Channelized
- None
- None
- None
Storage Length
75
0
100
-
-
-
Veh in Median Storage, #
0
-
-
0
0
-
Grade, %
0
-
-
0
0
-
Peak Hour Factor
95
95
95
95
95
95
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
14
15
14
1281
1292
26
Major/Minor
Minor2
Major1
Major2
Conflicting Flow All
1974
659
1318
0
-
0
Stage 1
1305
-
-
-
-
-
Stage 2
669
-
-
-
-
-
Critical Hdwy
6.84
6.94
4.14
-
-
-
Critical Hdwy Stg 1
5.84
-
-
-
-
-
Critical Hdwy Stg 2
5.84
-
-
-
-
-
Follow-up Hdwy
3.52
3.32
2.22
-
-
-
Pot Cap-1 Maneuver
*54
*593
*887
-
-
-
Stage 1
*560
-
-
-
-
-
Stage 2
*590
-
-
-
-
-
Platoon blocked, %
1
1
-
-
-
Mov Cap-1 Maneuver
*53
*593
*887
-
-
-
Mov Cap-2 Maneuver
*284
-
-
-
-
-
Stage 1
*551
-
-
-
-
-
Stage 2
*590
-
-
-
-
-
Approach
EB
NB
SB
HCM Control Delay, s
14.6
0.1
0
HCM LOS
B
Minor Lane/Major Mvmt
NBL
NBT EBLn1 EBLn2
SBT
SBR
Capacity (veh/h)
* 887
-
284
593
-
-
HCM Lane V/C Ratio
0.015
- 0.048 0.025
-
-
HCM Control Delay (s)
9.1
-
18.3
11.2
-
-
HCM Lane LOS
A
-
C
B
-
-
HCM 95th %tile Q(veh)
0
-
0.2
0.1
-
-
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
4: 67th Avenue & Driveway B
06/17/2022
67 Flatts & Juniper Square - Year 2024 PM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
0.7
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
7
0
6
4
0
13
4
1210
9
17
1189
10
Future Vol, veh/h
7
0
6
4
0
13
4
1210
9
17
1189
10
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Stop
Stop
Stop
Stop
Stop
Stop
Free
Free
Free
Free
Free
Free
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
0
-
-
-
-
-
75
-
-
75
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
95
95
95
95
95
95
95
95
95
95
95
95
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
7
0
6
4
0
14
4
1274
9
18
1252
11
Major/Minor
Minor2
Minor1
Major1
Major2
Conflicting Flow All
1939
2585
632
1949
2586
642
1263
0
0
1283
0
0
Stage 1
1294
1294
-
1287
1287
-
-
-
-
-
-
-
Stage 2
645
1291
-
662
1299
-
-
-
-
-
-
-
Critical Hdwy
7.54
6.54
6.94
7.54
6.54
6.94
4.14
-
-
4.14
-
-
Critical Hdwy Stg 1
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Critical Hdwy Stg 2
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Follow-up Hdwy
3.52
4.02
3.32
3.52
4.02
3.32
2.22
-
-
2.22
-
-
Pot Cap-1 Maneuver
*39
*25
*593
*39
*25
*626
*887
-
-
915
-
-
Stage 1
*559
*490
-
*564
*500
-
-
-
-
-
-
-
Stage 2
*590
*496
-
*559
*490
-
-
-
-
-
-
-
Platoon blocked, %
1
1
1
-
-
1
-
-
Mov Cap-1 Maneuver
*37
*24
*593
*38
*24
*626
*887
-
-
915
-
-
Mov Cap-2 Maneuver
*37
*24
-
*38
*24
-
-
-
-
-
-
-
Stage 1
*556
*480
-
*561
*497
-
-
-
-
-
-
-
Stage 2
*574
*494
-
*542
*480
-
-
-
-
-
-
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
72.5
35.7
0
0.1
HCM LOS
F
E
Minor Lane/Major Mvmt
NBL
NBT
NBR EBLn1 EBLn2WBLn1
SBL
SBT
SBR
Capacity (veh/h)
* 887
-
-
37
593
135
915
-
-
HCM Lane V/C Ratio
0.005
-
- 0.199 0.011 0.133
0.02
-
-
HCM Control Delay (s)
9.1
-
- 125.1
11.1
35.7
9
-
-
HCM Lane LOS
A
-
-
F
B
E
A
-
-
HCM 95th %tile Q(veh)
0
-
-
0.6
0
0.4
0.1
-
-
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
5: 69th Avenue & Maryland Avenue
06/17/2022
67 Flatts & Juniper Square - Year 2024 PM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
5.2
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
31
124
18
38
121
20
15
27
49
34
35
13
Future Vol, veh/h
31
124
18
38
121
20
15
27
49
34
35
13
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Free
Free
Stop
Stop
Stop
Stop
Stop
Stop
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
-
-
-
-
-
-
-
-
-
-
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
34
135
20
41
132
22
16
29
53
37
38
14
Major/Minor
Major1
Major2
Minor1
Minor2
Conflicting Flow All
154
0
0
155
0
0
464
449
145
479
448
143
Stage 1
-
-
-
-
-
-
213
213
-
225
225
-
Stage 2
-
-
-
-
-
-
251
236
-
254
223
-
Critical Hdwy
4.12
-
-
4.12
-
-
7.12
6.52
6.22
7.12
6.52
6.22
Critical Hdwy Stg 1
-
-
-
-
-
-
6.12
5.52
-
6.12
5.52
-
Critical Hdwy Stg 2
-
-
-
-
-
-
6.12
5.52
-
6.12
5.52
-
Follow-up Hdwy
2.218
-
- 2.218
-
- 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver
1426
-
-
1425
-
-
508
505
902
497
506
905
Stage 1
-
-
-
-
-
-
789
726
-
778
718
-
Stage 2
-
-
-
-
-
-
753
710
-
750
719
-
Platoon blocked, %
-
-
-
-
Mov Cap-1 Maneuver
1426
-
-
1425
-
-
449
476
902
426
477
905
Mov Cap-2 Maneuver
-
-
-
-
-
-
449
476
-
426
477
-
Stage 1
-
-
-
-
-
-
768
707
-
758
695
-
Stage 2
-
-
-
-
-
-
678
687
-
659
700
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
1.4
1.6
11.8
14
HCM LOS
B
B
Minor Lane/Major Mvmt
NBLn1
EBL
EBT
EBR
WBL
WBT WBR SBLn1
Capacity (veh/h)
630
1426
-
-
1425
-
-
489
HCM Lane V/C Ratio
0.157 0.024
-
- 0.029
-
- 0.182
HCM Control Delay (s)
11.8
7.6
0
-
7.6
0
-
14
HCM Lane LOS
B
A
A
-
A
A
-
B
HCM 95th %tile Q(veh)
0.6
0.1
-
-
0.1
-
-
0.7
6: Driveway C & Maryland Avenue
06/17/2022
67 Flatts & Juniper Square - Year 2024 PM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
1.9
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
16
172
19
16
163
56
11
0
14
31
0
7
Future Vol, veh/h
16
172
19
16
163
56
11
0
14
31
0
7
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Free
Free
Stop
Stop
Stop
Stop
Stop
Stop
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
-
-
-
-
-
-
-
-
-
75
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
17
187
21
17
177
61
12
0
15
34
0
8
Major/Minor
Major1
Major2
Minor1
Minor2
Conflicting Flow All
238
0
0
208
0
0
478
504
198
481
484
208
Stage 1
-
-
-
-
-
-
232
232
-
242
242
-
Stage 2
-
-
-
-
-
-
246
272
-
239
242
-
Critical Hdwy
4.12
-
-
4.12
-
-
7.12
6.52
6.22
7.12
6.52
6.22
Critical Hdwy Stg 1
-
-
-
-
-
-
6.12
5.52
-
6.12
5.52
-
Critical Hdwy Stg 2
-
-
-
-
-
-
6.12
5.52
-
6.12
5.52
-
Follow-up Hdwy
2.218
-
- 2.218
-
- 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver
1354
-
-
1363
-
-
544
495
843
542
510
923
Stage 1
-
-
-
-
-
-
771
713
-
832
738
-
Stage 2
-
-
-
-
-
-
826
714
-
764
705
-
Platoon blocked, %
1
-
-
-
-
1
1
1
1
1
Mov Cap-1 Maneuver
1354
-
-
1363
-
-
528
481
843
520
496
923
Mov Cap-2 Maneuver
-
-
-
-
-
-
528
481
-
520
496
-
Stage 1
-
-
-
-
-
-
760
703
-
820
728
-
Stage 2
-
-
-
-
-
-
808
704
-
740
695
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
0.6
0.5
10.6
11.8
HCM LOS
B
B
Minor Lane/Major Mvmt
NBLn1
EBL
EBT
EBR
WBL
WBT WBR SBLn1 SBLn2
Capacity (veh/h)
668
1354
-
-
1363
-
-
520
923
HCM Lane V/C Ratio
0.041 0.013
-
- 0.013
-
- 0.065 0.008
HCM Control Delay (s)
10.6
7.7
0
-
7.7
0
-
12.4
8.9
HCM Lane LOS
B
A
A
-
A
A
-
B
A
HCM 95th %tile Q(veh)
0.1
0
-
-
0
-
-
0.2
0
7: Maryland Avenue & Driveway D
06/17/2022
67 Flatts & Juniper Square - Year 2024 PM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
0.3
Movement
EBL
EBT
WBT WBR
SBL
SBR
Lane Configurations
Traffic Vol, veh/h
3
200
227
14
8
3
Future Vol, veh/h
3
200
227
14
8
3
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Stop
Stop
RT Channelized
- None
- None
- None
Storage Length
-
-
-
-
-
-
Veh in Median Storage, #
-
0
0
-
0
-
Grade, %
-
0
0
-
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
3
217
247
15
9
3
Major/Minor
Major1
Major2
Minor2
Conflicting Flow All
262
0
-
0
478
255
Stage 1
-
-
-
-
255
-
Stage 2
-
-
-
-
223
-
Critical Hdwy
4.12
-
-
-
6.42
6.22
Critical Hdwy Stg 1
-
-
-
-
5.42
-
Critical Hdwy Stg 2
-
-
-
-
5.42
-
Follow-up Hdwy
2.218
-
-
- 3.518 3.318
Pot Cap-1 Maneuver
1323
-
-
-
581
862
Stage 1
-
-
-
-
828
-
Stage 2
-
-
-
-
814
-
Platoon blocked, %
1
-
-
-
1
1
Mov Cap-1 Maneuver
1323
-
-
-
579
862
Mov Cap-2 Maneuver
-
-
-
-
579
-
Stage 1
-
-
-
-
826
-
Stage 2
-
-
-
-
814
-
Approach
EB
WB
SB
HCM Control Delay, s
0.1
0
10.8
HCM LOS
B
Minor Lane/Major Mvmt
EBL
EBT
WBT WBR SBLn1
Capacity (veh/h)
1323
-
-
-
636
HCM Lane V/C Ratio
0.002
-
-
- 0.019
HCM Control Delay (s)
7.7
0
-
-
10.8
HCM Lane LOS
A
A
-
-
B
HCM 95th %tile Q(veh)
0
-
-
-
0.1
8: 67th Avenue & Maryland Avenue
06/17/2022
67 Flatts & Juniper Square - Year 2024 PM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th Signalized Intersection Summary
Movement
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
72
70
78
114
119
153
77
979
107
130
994
78
Future Volume (veh/h)
72
70
78
114
119
153
77
979
107
130
994
78
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
Ped-Bike Adj(A_pbT)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Parking Bus, Adj
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Work Zone On Approach
No
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
76
74
82
120
125
161
81
1031
113
137
1046
82
Peak Hour Factor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Percent Heavy Veh, %
2
2
2
2
2
2
2
2
2
2
2
2
Cap, veh/h
250
316
268
296
316
268
362
2039
223
356
2107
165
Arrive On Green
0.17
0.17
0.17
0.17
0.17
0.17
0.63
0.63
0.63
0.63
0.63
0.63
Sat Flow, veh/h
1093
1870
1585
1231
1870
1585
499
3230
354
492
3338
262
Grp Volume(v), veh/h
76
74
82
120
125
161
81
567
577
137
557
571
Grp Sat Flow(s),veh/h/ln
1093
1870
1585
1231
1870
1585
499
1777
1807
492
1777
1823
Q Serve(g_s), s
3.7
1.9
2.5
5.1
3.3
5.2
5.7
9.5
9.5
11.5
9.3
9.3
Cycle Q Clear(g_c), s
6.9
1.9
2.5
7.0
3.3
5.2
15.0
9.5
9.5
21.0
9.3
9.3
Prop In Lane
1.00
1.00
1.00
1.00
1.00
0.20
1.00
0.14
Lane Grp Cap(c), veh/h
250
316
268
296
316
268
362
1122
1140
356
1122
1151
V/C Ratio(X)
0.30
0.23
0.31
0.40
0.40
0.60
0.22
0.51
0.51
0.38
0.50
0.50
Avail Cap(c_a), veh/h
265
340
288
313
340
288
362
1122
1140
356
1122
1151
HCM Platoon Ratio
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Upstream Filter(I)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Uniform Delay (d), s/veh
23.5
19.8
20.0
22.8
20.4
21.1
9.5
5.5
5.5
11.2
5.4
5.4
Incr Delay (d2), s/veh
1.0
0.5
0.9
1.3
1.1
3.9
1.4
1.6
1.6
3.1
1.6
1.5
Initial Q Delay(d3),s/veh
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
%ile BackOfQ(50%),veh/ln
1.0
0.8
0.9
1.5
1.4
2.1
0.6
2.4
2.4
1.2
2.3
2.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh
24.4
20.3
21.0
24.1
21.5
25.0
10.9
7.1
7.1
14.3
7.0
7.0
LnGrp LOS
C
C
C
C
C
C
B
A
A
B
A
A
Approach Vol, veh/h
232
406
1225
1265
Approach Delay, s/veh
21.9
23.7
7.4
7.8
Approach LOS
C
C
A
A
Timer - Assigned Phs
2
4
6
8
Phs Duration (G+Y+Rc), s
14.3
40.7
14.3
40.7
Change Period (Y+Rc), s
5.0
6.0
5.0
6.0
Max Green Setting (Gmax), s
10.0
34.0
10.0
34.0
Max Q Clear Time (g_c+I1), s
9.0
17.0
8.9
23.0
Green Ext Time (p_c), s
0.3
5.2
0.1
4.6
Intersection Summary
HCM 6th Ctrl Delay
10.7
HCM 6th LOS
B
Notes
User approved pedestrian interval to be less than phase max green.
I
67 Flats & Juniper Square
Traffic Impact Study – Category I
Appendix I – Year 2027
Build Capacity Analysis
1: 69th Avenue & Ocotillo Road
06/17/2022
67 Flatts & Juniper Square - Year 2027 AM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
2.1
Movement
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
Traffic Vol, veh/h
39
17
9
69
24
7
Future Vol, veh/h
39
17
9
69
24
7
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Stop
Stop
RT Channelized
- None
- None
- None
Storage Length
-
-
-
-
0
-
Veh in Median Storage, #
0
-
-
0
0
-
Grade, %
0
-
-
0
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
42
18
10
75
26
8
Major/Minor
Major1
Major2
Minor1
Conflicting Flow All
0
0
60
0
146
51
Stage 1
-
-
-
-
51
-
Stage 2
-
-
-
-
95
-
Critical Hdwy
-
-
4.12
-
6.42
6.22
Critical Hdwy Stg 1
-
-
-
-
5.42
-
Critical Hdwy Stg 2
-
-
-
-
5.42
-
Follow-up Hdwy
-
- 2.218
- 3.518 3.318
Pot Cap-1 Maneuver
-
-
1544
-
846
1017
Stage 1
-
-
-
-
971
-
Stage 2
-
-
-
-
929
-
Platoon blocked, %
-
-
-
Mov Cap-1 Maneuver
-
-
1544
-
840
1017
Mov Cap-2 Maneuver
-
-
-
-
840
-
Stage 1
-
-
-
-
971
-
Stage 2
-
-
-
-
922
-
Approach
EB
WB
NB
HCM Control Delay, s
0
0.8
9.3
HCM LOS
A
Minor Lane/Major Mvmt
NBLn1
EBT
EBR
WBL
WBT
Capacity (veh/h)
874
-
-
1544
-
HCM Lane V/C Ratio
0.039
-
- 0.006
-
HCM Control Delay (s)
9.3
-
-
7.3
0
HCM Lane LOS
A
-
-
A
A
HCM 95th %tile Q(veh)
0.1
-
-
0
-
2: 67th Avenue & Ocotillo Road
06/17/2022
67 Flatts & Juniper Square - Year 2027 AM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
11.7
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
17
6
47
41
6
77
41
1064
49
51
1015
40
Future Vol, veh/h
17
6
47
41
6
77
41
1064
49
51
1015
40
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Stop
Stop
Stop
Stop
Stop
Stop
Free
Free
Free
Free
Free
Free
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
85
-
-
85
-
-
85
-
-
100
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
95
95
95
95
95
95
95
95
95
95
95
95
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
18
6
49
43
6
81
43
1120
52
54
1068
42
Major/Minor
Minor2
Minor1
Major1
Major2
Conflicting Flow All
1846
2455
555
1877
2450
586
1110
0
0
1172
0
0
Stage 1
1197
1197
-
1232
1232
-
-
-
-
-
-
-
Stage 2
649
1258
-
645
1218
-
-
-
-
-
-
-
Critical Hdwy
7.54
6.54
6.94
7.54
6.54
6.94
4.14
-
-
4.14
-
-
Critical Hdwy Stg 1
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Critical Hdwy Stg 2
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Follow-up Hdwy
3.52
4.02
3.32
3.52
4.02
3.32
2.22
-
-
2.22
-
-
Pot Cap-1 Maneuver
*46
30
*669
*44
31
*681 *1001
-
-
942
-
-
Stage 1
*566
510
-
*499
467
-
-
-
-
-
-
-
Stage 2
*642
448
-
*631
493
-
-
-
-
-
-
-
Platoon blocked, %
1
1
1
-
-
1
-
-
Mov Cap-1 Maneuver
*31
27
*669 *~ 31
28
*681 *1001
-
-
942
-
-
Mov Cap-2 Maneuver
*31
27
- *~ 31
28
-
-
-
-
-
-
-
Stage 1
*542
481
-
*478
447
-
-
-
-
-
-
-
Stage 2
*534
429
-
*544
465
-
-
-
-
-
-
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
79.8
180.7
0.3
0.4
HCM LOS
F
F
Minor Lane/Major Mvmt
NBL
NBT
NBR EBLn1 EBLn2WBLn1WBLn2
SBL
SBT
SBR
Capacity (veh/h)
* 1001
-
-
31
181
31
254
942
-
-
HCM Lane V/C Ratio
0.043
-
- 0.577 0.308 1.392 0.344 0.057
-
-
HCM Control Delay (s)
8.8
-
-
224
33.5$ 493.2
26.4
9.1
-
-
HCM Lane LOS
A
-
-
F
D
F
D
A
-
-
HCM 95th %tile Q(veh)
0.1
-
-
1.9
1.2
4.9
1.5
0.2
-
-
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
3: 67th Avenue & Driveway A
06/17/2022
67 Flatts & Juniper Square - Year 2027 AM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
0.3
Movement
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
21
23
4
1116
1094
8
Future Vol, veh/h
21
23
4
1116
1094
8
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Stop
Stop
Free
Free
Free
Free
RT Channelized
- None
- None
- None
Storage Length
75
0
100
-
-
-
Veh in Median Storage, #
0
-
-
0
0
-
Grade, %
0
-
-
0
0
-
Peak Hour Factor
95
95
95
95
95
95
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
22
24
4
1175
1152
8
Major/Minor
Minor2
Major1
Major2
Conflicting Flow All
1752
580
1160
0
-
0
Stage 1
1156
-
-
-
-
-
Stage 2
596
-
-
-
-
-
Critical Hdwy
6.84
6.94
4.14
-
-
-
Critical Hdwy Stg 1
5.84
-
-
-
-
-
Critical Hdwy Stg 2
5.84
-
-
-
-
-
Follow-up Hdwy
3.52
3.32
2.22
-
-
-
Pot Cap-1 Maneuver
*77
*644
*963
-
-
-
Stage 1
*608
-
-
-
-
-
Stage 2
*590
-
-
-
-
-
Platoon blocked, %
1
1
-
-
-
Mov Cap-1 Maneuver
*77
*644
*963
-
-
-
Mov Cap-2 Maneuver
*308
-
-
-
-
-
Stage 1
*605
-
-
-
-
-
Stage 2
*590
-
-
-
-
-
Approach
EB
NB
SB
HCM Control Delay, s
14
0
0
HCM LOS
B
Minor Lane/Major Mvmt
NBL
NBT EBLn1 EBLn2
SBT
SBR
Capacity (veh/h)
* 963
-
308
644
-
-
HCM Lane V/C Ratio
0.004
- 0.072 0.038
-
-
HCM Control Delay (s)
8.8
-
17.6
10.8
-
-
HCM Lane LOS
A
-
C
B
-
-
HCM 95th %tile Q(veh)
0
-
0.2
0.1
-
-
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
4: 67th Avenue & Driveway B
06/17/2022
67 Flatts & Juniper Square - Year 2027 AM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
0.4
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
8
0
7
0
0
3
2
1110
0
3
1119
6
Future Vol, veh/h
8
0
7
0
0
3
2
1110
0
3
1119
6
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Stop
Stop
Stop
Stop
Stop
Stop
Free
Free
Free
Free
Free
Free
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
0
-
-
-
-
-
75
-
-
75
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
95
95
95
95
95
95
95
95
95
95
95
95
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
8
0
7
0
0
3
2
1168
0
3
1178
6
Major/Minor
Minor2
Minor1
Major1
Major2
Conflicting Flow All
1775
2359
592
1767
2362
584
1184
0
0
1168
0
0
Stage 1
1187
1187
-
1172
1172
-
-
-
-
-
-
-
Stage 2
588
1172
-
595
1190
-
-
-
-
-
-
-
Critical Hdwy
7.54
6.54
6.94
7.54
6.54
6.94
4.14
-
-
4.14
-
-
Critical Hdwy Stg 1
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Critical Hdwy Stg 2
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Follow-up Hdwy
3.52
4.02
3.32
3.52
4.02
3.32
2.22
-
-
2.22
-
-
Pot Cap-1 Maneuver
*52
*35
*618
*53
*35
*626
*925
-
-
*936
-
-
Stage 1
*583
*511
-
*590
*517
-
-
-
-
-
-
-
Stage 2
*590
*517
-
*583
*511
-
-
-
-
-
-
-
Platoon blocked, %
1
1
1
-
-
1
-
-
Mov Cap-1 Maneuver
*52
*35
*618
*52
*35
*626
*925
-
-
*936
-
-
Mov Cap-2 Maneuver
*52
*35
-
*52
*35
-
-
-
-
-
-
-
Stage 1
*582
*510
-
*589
*516
-
-
-
-
-
-
-
Stage 2
*586
*516
-
*574
*510
-
-
-
-
-
-
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
51.6
10.8
0
0
HCM LOS
F
B
Minor Lane/Major Mvmt
NBL
NBT
NBR EBLn1 EBLn2WBLn1
SBL
SBT
SBR
Capacity (veh/h)
* 925
-
-
52
618
626 * 936
-
-
HCM Lane V/C Ratio
0.002
-
- 0.162 0.012 0.005 0.003
-
-
HCM Control Delay (s)
8.9
-
-
87.2
10.9
10.8
8.9
-
-
HCM Lane LOS
A
-
-
F
B
B
A
-
-
HCM 95th %tile Q(veh)
0
-
-
0.5
0
0
0
-
-
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
5: 69th Avenue & Maryland Avenue
06/17/2022
67 Flatts & Juniper Square - Year 2027 AM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
4.4
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
6
81
24
29
91
15
23
17
60
17
10
5
Future Vol, veh/h
6
81
24
29
91
15
23
17
60
17
10
5
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Free
Free
Stop
Stop
Stop
Stop
Stop
Stop
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
-
-
-
-
-
-
-
-
-
-
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
7
88
26
32
99
16
25
18
65
18
11
5
Major/Minor
Major1
Major2
Minor1
Minor2
Conflicting Flow All
115
0
0
114
0
0
294
294
101
328
299
107
Stage 1
-
-
-
-
-
-
115
115
-
171
171
-
Stage 2
-
-
-
-
-
-
179
179
-
157
128
-
Critical Hdwy
4.12
-
-
4.12
-
-
7.12
6.52
6.22
7.12
6.52
6.22
Critical Hdwy Stg 1
-
-
-
-
-
-
6.12
5.52
-
6.12
5.52
-
Critical Hdwy Stg 2
-
-
-
-
-
-
6.12
5.52
-
6.12
5.52
-
Follow-up Hdwy
2.218
-
- 2.218
-
- 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver
1474
-
-
1475
-
-
658
617
954
625
613
947
Stage 1
-
-
-
-
-
-
890
800
-
831
757
-
Stage 2
-
-
-
-
-
-
823
751
-
845
790
-
Platoon blocked, %
-
-
-
-
Mov Cap-1 Maneuver
1474
-
-
1475
-
-
632
600
954
556
596
947
Mov Cap-2 Maneuver
-
-
-
-
-
-
632
600
-
556
596
-
Stage 1
-
-
-
-
-
-
886
796
-
827
740
-
Stage 2
-
-
-
-
-
-
788
734
-
765
786
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
0.4
1.6
10.3
11.3
HCM LOS
B
B
Minor Lane/Major Mvmt
NBLn1
EBL
EBT
EBR
WBL
WBT WBR SBLn1
Capacity (veh/h)
784
1474
-
-
1475
-
-
608
HCM Lane V/C Ratio
0.139 0.004
-
- 0.021
-
- 0.057
HCM Control Delay (s)
10.3
7.5
0
-
7.5
0
-
11.3
HCM Lane LOS
B
A
A
-
A
A
-
B
HCM 95th %tile Q(veh)
0.5
0
-
-
0.1
-
-
0.2
6: Driveway C & Maryland Avenue
06/17/2022
67 Flatts & Juniper Square - Year 2027 AM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
2.5
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
3
148
7
9
114
17
13
0
12
50
0
8
Future Vol, veh/h
3
148
7
9
114
17
13
0
12
50
0
8
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Free
Free
Stop
Stop
Stop
Stop
Stop
Stop
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
-
-
-
-
-
-
-
-
-
75
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
3
161
8
10
124
18
14
0
13
54
0
9
Major/Minor
Major1
Major2
Minor1
Minor2
Conflicting Flow All
142
0
0
169
0
0
329
333
165
331
328
133
Stage 1
-
-
-
-
-
-
171
171
-
153
153
-
Stage 2
-
-
-
-
-
-
158
162
-
178
175
-
Critical Hdwy
4.12
-
-
4.12
-
-
7.12
6.52
6.22
7.12
6.52
6.22
Critical Hdwy Stg 1
-
-
-
-
-
-
6.12
5.52
-
6.12
5.52
-
Critical Hdwy Stg 2
-
-
-
-
-
-
6.12
5.52
-
6.12
5.52
-
Follow-up Hdwy
2.218
-
- 2.218
-
- 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver
1461
-
-
1409
-
-
665
612
879
662
616
973
Stage 1
-
-
-
-
-
-
831
757
-
896
793
-
Stage 2
-
-
-
-
-
-
890
786
-
824
754
-
Platoon blocked, %
1
-
-
-
-
1
1
1
1
1
Mov Cap-1 Maneuver
1461
-
-
1409
-
-
654
606
879
648
610
973
Mov Cap-2 Maneuver
-
-
-
-
-
-
654
606
-
648
610
-
Stage 1
-
-
-
-
-
-
829
755
-
894
787
-
Stage 2
-
-
-
-
-
-
875
779
-
810
752
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
0.1
0.5
10
10.8
HCM LOS
B
B
Minor Lane/Major Mvmt
NBLn1
EBL
EBT
EBR
WBL
WBT WBR SBLn1 SBLn2
Capacity (veh/h)
746
1461
-
-
1409
-
-
648
973
HCM Lane V/C Ratio
0.036 0.002
-
- 0.007
-
- 0.084 0.009
HCM Control Delay (s)
10
7.5
0
-
7.6
0
-
11.1
8.7
HCM Lane LOS
B
A
A
-
A
A
-
B
A
HCM 95th %tile Q(veh)
0.1
0
-
-
0
-
-
0.3
0
7: Maryland Avenue & Driveway D
06/17/2022
67 Flatts & Juniper Square - Year 2027 AM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
0.4
Movement
EBL
EBT
WBT WBR
SBL
SBR
Lane Configurations
Traffic Vol, veh/h
2
197
125
5
10
3
Future Vol, veh/h
2
197
125
5
10
3
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Stop
Stop
RT Channelized
- None
- None
- None
Storage Length
-
-
-
-
-
-
Veh in Median Storage, #
-
0
0
-
0
-
Grade, %
-
0
0
-
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
2
214
136
5
11
3
Major/Minor
Major1
Major2
Minor2
Conflicting Flow All
141
0
-
0
357
139
Stage 1
-
-
-
-
139
-
Stage 2
-
-
-
-
218
-
Critical Hdwy
4.12
-
-
-
6.42
6.22
Critical Hdwy Stg 1
-
-
-
-
5.42
-
Critical Hdwy Stg 2
-
-
-
-
5.42
-
Follow-up Hdwy
2.218
-
-
- 3.518 3.318
Pot Cap-1 Maneuver
1462
-
-
-
669
966
Stage 1
-
-
-
-
918
-
Stage 2
-
-
-
-
818
-
Platoon blocked, %
1
-
-
-
1
1
Mov Cap-1 Maneuver
1462
-
-
-
667
966
Mov Cap-2 Maneuver
-
-
-
-
667
-
Stage 1
-
-
-
-
917
-
Stage 2
-
-
-
-
818
-
Approach
EB
WB
SB
HCM Control Delay, s
0.1
0
10.1
HCM LOS
B
Minor Lane/Major Mvmt
EBL
EBT
WBT WBR SBLn1
Capacity (veh/h)
1462
-
-
-
718
HCM Lane V/C Ratio
0.001
-
-
-
0.02
HCM Control Delay (s)
7.5
0
-
-
10.1
HCM Lane LOS
A
A
-
-
B
HCM 95th %tile Q(veh)
0
-
-
-
0.1
8: 67th Avenue & Maryland Avenue
06/17/2022
67 Flatts & Juniper Square - Year 2027 AM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th Signalized Intersection Summary
Movement
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
86
80
65
87
61
121
27
898
58
111
976
52
Future Volume (veh/h)
86
80
65
87
61
121
27
898
58
111
976
52
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
Ped-Bike Adj(A_pbT)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Parking Bus, Adj
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Work Zone On Approach
No
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
91
84
68
92
64
127
28
945
61
117
1027
55
Peak Hour Factor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Percent Heavy Veh, %
2
2
2
2
2
2
2
2
2
2
2
2
Cap, veh/h
277
286
242
271
286
242
390
2193
142
417
2220
119
Arrive On Green
0.15
0.15
0.15
0.15
0.15
0.15
0.65
0.65
0.65
0.65
0.65
0.65
Sat Flow, veh/h
1192
1870
1585
1235
1870
1585
521
3389
219
560
3430
184
Grp Volume(v), veh/h
91
84
68
92
64
127
28
495
511
117
532
550
Grp Sat Flow(s),veh/h/ln
1192
1870
1585
1235
1870
1585
521
1777
1831
560
1777
1837
Q Serve(g_s), s
4.0
2.2
2.1
3.9
1.7
4.1
1.6
7.5
7.5
7.1
8.3
8.3
Cycle Q Clear(g_c), s
5.6
2.2
2.1
6.1
1.7
4.1
9.9
7.5
7.5
14.6
8.3
8.3
Prop In Lane
1.00
1.00
1.00
1.00
1.00
0.12
1.00
0.10
Lane Grp Cap(c), veh/h
277
286
242
271
286
242
390
1150
1185
417
1150
1189
V/C Ratio(X)
0.33
0.29
0.28
0.34
0.22
0.52
0.07
0.43
0.43
0.28
0.46
0.46
Avail Cap(c_a), veh/h
312
340
288
306
340
288
390
1150
1185
417
1150
1189
HCM Platoon Ratio
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Upstream Filter(I)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Uniform Delay (d), s/veh
22.9
20.7
20.6
23.4
20.4
21.5
7.4
4.7
4.7
8.3
4.9
4.9
Incr Delay (d2), s/veh
1.0
0.8
0.9
1.1
0.6
2.5
0.4
1.2
1.1
1.7
1.3
1.3
Initial Q Delay(d3),s/veh
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
%ile BackOfQ(50%),veh/ln
1.1
1.0
0.8
1.2
0.7
1.6
0.2
1.8
1.9
0.8
2.0
2.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh
23.9
21.5
21.5
24.4
21.0
23.9
7.7
5.9
5.9
10.0
6.2
6.2
LnGrp LOS
C
C
C
C
C
C
A
A
A
A
A
A
Approach Vol, veh/h
243
283
1034
1199
Approach Delay, s/veh
22.4
23.4
6.0
6.6
Approach LOS
C
C
A
A
Timer - Assigned Phs
2
4
6
8
Phs Duration (G+Y+Rc), s
13.4
41.6
13.4
41.6
Change Period (Y+Rc), s
5.0
6.0
5.0
6.0
Max Green Setting (Gmax), s
10.0
34.0
10.0
34.0
Max Q Clear Time (g_c+I1), s
8.1
11.9
7.6
16.6
Green Ext Time (p_c), s
0.3
4.2
0.3
5.1
Intersection Summary
HCM 6th Ctrl Delay
9.5
HCM 6th LOS
A
Notes
User approved pedestrian interval to be less than phase max green.
1: 69th Avenue & Ocotillo Road
06/17/2022
67 Flatts & Juniper Square - Year 2027 PM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
2.2
Movement
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
Traffic Vol, veh/h
133
80
9
92
56
17
Future Vol, veh/h
133
80
9
92
56
17
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Stop
Stop
RT Channelized
- None
- None
- None
Storage Length
-
-
-
-
0
-
Veh in Median Storage, #
0
-
-
0
0
-
Grade, %
0
-
-
0
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
145
87
10
100
61
18
Major/Minor
Major1
Major2
Minor1
Conflicting Flow All
0
0
232
0
309
189
Stage 1
-
-
-
-
189
-
Stage 2
-
-
-
-
120
-
Critical Hdwy
-
-
4.12
-
6.42
6.22
Critical Hdwy Stg 1
-
-
-
-
5.42
-
Critical Hdwy Stg 2
-
-
-
-
5.42
-
Follow-up Hdwy
-
- 2.218
- 3.518 3.318
Pot Cap-1 Maneuver
-
-
1336
-
683
853
Stage 1
-
-
-
-
843
-
Stage 2
-
-
-
-
905
-
Platoon blocked, %
-
-
-
Mov Cap-1 Maneuver
-
-
1336
-
678
853
Mov Cap-2 Maneuver
-
-
-
-
678
-
Stage 1
-
-
-
-
843
-
Stage 2
-
-
-
-
898
-
Approach
EB
WB
NB
HCM Control Delay, s
0
0.7
10.7
HCM LOS
B
Minor Lane/Major Mvmt
NBLn1
EBT
EBR
WBL
WBT
Capacity (veh/h)
712
-
-
1336
-
HCM Lane V/C Ratio
0.111
-
- 0.007
-
HCM Control Delay (s)
10.7
-
-
7.7
0
HCM Lane LOS
B
-
-
A
A
HCM 95th %tile Q(veh)
0.4
-
-
0
-
2: 67th Avenue & Ocotillo Road
06/17/2022
67 Flatts & Juniper Square - Year 2027 PM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
112
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
49
12
90
44
8
87
48
1165
76
80
1191
50
Future Vol, veh/h
49
12
90
44
8
87
48
1165
76
80
1191
50
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Stop
Stop
Stop
Stop
Stop
Stop
Free
Free
Free
Free
Free
Free
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
85
-
-
85
-
-
85
-
-
100
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
95
95
95
95
95
95
95
95
95
95
95
95
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
52
13
95
46
8
92
51
1226
80
84
1254
53
Major/Minor
Minor2
Minor1
Major1
Major2
Conflicting Flow All
2168
2857
654
2170
2843
653
1307
0
0
1306
0
0
Stage 1
1449
1449
-
1368
1368
-
-
-
-
-
-
-
Stage 2
719
1408
-
802
1475
-
-
-
-
-
-
-
Critical Hdwy
7.54
6.54
6.94
7.54
6.54
6.94
4.14
-
-
4.14
-
-
Critical Hdwy Stg 1
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Critical Hdwy Stg 2
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Follow-up Hdwy
3.52
4.02
3.32
3.52
4.02
3.32
2.22
-
-
2.22
-
-
Pot Cap-1 Maneuver
*~ 26
17
*593 *~ 26
17
*626
*887
-
-
885
-
-
Stage 1
*448
416
-
*468
435
-
-
-
-
-
-
-
Stage 2
*590
406
-
*559
396
-
-
-
-
-
-
-
Platoon blocked, %
1
1
1
-
-
1
-
-
Mov Cap-1 Maneuver
*~ 11
15
*593
*~ 6
15
*626
*887
-
-
885
-
-
Mov Cap-2 Maneuver
*~ 11
15
-
*~ 6
15
-
-
-
-
-
-
-
Stage 1
*422
376
-
*441
410
-
-
-
-
-
-
-
Stage 2
*465
383
-
*411
359
-
-
-
-
-
-
-
Approach
EB
WB
NB
SB
HCM Control Delay, s$ 868.2
$ 1384.2
0.3
0.6
HCM LOS
F
F
Minor Lane/Major Mvmt
NBL
NBT
NBR EBLn1 EBLn2WBLn1WBLn2
SBL
SBT
SBR
Capacity (veh/h)
* 887
-
-
11
107
6
141
885
-
-
HCM Lane V/C Ratio
0.057
-
- 4.689 1.003 7.719 0.709 0.095
-
-
HCM Control Delay (s)
9.3
-
-$ 2336.8 162.7$ 4207.3
76.6
9.5
-
-
HCM Lane LOS
A
-
-
F
F
F
F
A
-
-
HCM 95th %tile Q(veh)
0.2
-
-
7.6
6.4
7.4
4.1
0.3
-
-
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
3: 67th Avenue & Driveway A
06/17/2022
67 Flatts & Juniper Square - Year 2027 PM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
0.2
Movement
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
13
14
13
1290
1300
25
Future Vol, veh/h
13
14
13
1290
1300
25
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Stop
Stop
Free
Free
Free
Free
RT Channelized
- None
- None
- None
Storage Length
75
0
100
-
-
-
Veh in Median Storage, #
0
-
-
0
0
-
Grade, %
0
-
-
0
0
-
Peak Hour Factor
95
95
95
95
95
95
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
14
15
14
1358
1368
26
Major/Minor
Minor2
Major1
Major2
Conflicting Flow All
2088
697
1394
0
-
0
Stage 1
1381
-
-
-
-
-
Stage 2
707
-
-
-
-
-
Critical Hdwy
6.84
6.94
4.14
-
-
-
Critical Hdwy Stg 1
5.84
-
-
-
-
-
Critical Hdwy Stg 2
5.84
-
-
-
-
-
Follow-up Hdwy
3.52
3.32
2.22
-
-
-
Pot Cap-1 Maneuver
*45
*542
*811
-
-
-
Stage 1
*511
-
-
-
-
-
Stage 2
*538
-
-
-
-
-
Platoon blocked, %
1
1
-
-
-
Mov Cap-1 Maneuver
*44
*542
*811
-
-
-
Mov Cap-2 Maneuver
*257
-
-
-
-
-
Stage 1
*503
-
-
-
-
-
Stage 2
*538
-
-
-
-
-
Approach
EB
NB
SB
HCM Control Delay, s
15.7
0.1
0
HCM LOS
C
Minor Lane/Major Mvmt
NBL
NBT EBLn1 EBLn2
SBT
SBR
Capacity (veh/h)
* 811
-
257
542
-
-
HCM Lane V/C Ratio
0.017
- 0.053 0.027
-
-
HCM Control Delay (s)
9.5
-
19.8
11.8
-
-
HCM Lane LOS
A
-
C
B
-
-
HCM 95th %tile Q(veh)
0.1
-
0.2
0.1
-
-
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
4: 67th Avenue & Driveway B
06/17/2022
67 Flatts & Juniper Square - Year 2027 PM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
0.8
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
7
0
6
4
0
14
4
1282
9
18
1260
10
Future Vol, veh/h
7
0
6
4
0
14
4
1282
9
18
1260
10
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Stop
Stop
Stop
Stop
Stop
Stop
Free
Free
Free
Free
Free
Free
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
0
-
-
-
-
-
75
-
-
75
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
95
95
95
95
95
95
95
95
95
95
95
95
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
7
0
6
4
0
15
4
1349
9
19
1326
11
Major/Minor
Minor2
Minor1
Major1
Major2
Conflicting Flow All
2053
2736
669
2063
2737
679
1337
0
0
1358
0
0
Stage 1
1370
1370
-
1362
1362
-
-
-
-
-
-
-
Stage 2
683
1366
-
701
1375
-
-
-
-
-
-
-
Critical Hdwy
7.54
6.54
6.94
7.54
6.54
6.94
4.14
-
-
4.14
-
-
Critical Hdwy Stg 1
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Critical Hdwy Stg 2
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Follow-up Hdwy
3.52
4.02
3.32
3.52
4.02
3.32
2.22
-
-
2.22
-
-
Pot Cap-1 Maneuver
*32
*20
*567
*32
*20
*570
*849
-
-
*853
-
-
Stage 1
*535
*469
-
*537
*471
-
-
-
-
-
-
-
Stage 2
*537
*471
-
*535
*469
-
-
-
-
-
-
-
Platoon blocked, %
1
1
1
-
-
1
-
-
Mov Cap-1 Maneuver
*31
*19
*567
*31
*19
*570
*849
-
-
*853
-
-
Mov Cap-2 Maneuver
*31
*19
-
*31
*19
-
-
-
-
-
-
-
Stage 1
*532
*459
-
*535
*469
-
-
-
-
-
-
-
Stage 2
*521
*469
-
*517
*459
-
-
-
-
-
-
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
88.3
41.6
0
0.1
HCM LOS
F
E
Minor Lane/Major Mvmt
NBL
NBT
NBR EBLn1 EBLn2WBLn1
SBL
SBT
SBR
Capacity (veh/h)
* 849
-
-
31
567
117 * 853
-
-
HCM Lane V/C Ratio
0.005
-
- 0.238 0.011 0.162 0.022
-
-
HCM Control Delay (s)
9.3
-
- 154.2
11.4
41.6
9.3
-
-
HCM Lane LOS
A
-
-
F
B
E
A
-
-
HCM 95th %tile Q(veh)
0
-
-
0.7
0
0.6
0.1
-
-
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
5: 69th Avenue & Maryland Avenue
06/17/2022
67 Flatts & Juniper Square - Year 2027 PM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
5.4
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
33
131
19
40
128
21
16
28
52
35
37
14
Future Vol, veh/h
33
131
19
40
128
21
16
28
52
35
37
14
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Free
Free
Stop
Stop
Stop
Stop
Stop
Stop
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
-
-
-
-
-
-
-
-
-
-
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
36
142
21
43
139
23
17
30
57
38
40
15
Major/Minor
Major1
Major2
Minor1
Minor2
Conflicting Flow All
162
0
0
163
0
0
489
473
153
505
472
151
Stage 1
-
-
-
-
-
-
225
225
-
237
237
-
Stage 2
-
-
-
-
-
-
264
248
-
268
235
-
Critical Hdwy
4.12
-
-
4.12
-
-
7.12
6.52
6.22
7.12
6.52
6.22
Critical Hdwy Stg 1
-
-
-
-
-
-
6.12
5.52
-
6.12
5.52
-
Critical Hdwy Stg 2
-
-
-
-
-
-
6.12
5.52
-
6.12
5.52
-
Follow-up Hdwy
2.218
-
- 2.218
-
- 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver
1417
-
-
1416
-
-
489
490
893
478
490
895
Stage 1
-
-
-
-
-
-
778
718
-
766
709
-
Stage 2
-
-
-
-
-
-
741
701
-
738
710
-
Platoon blocked, %
-
-
-
-
Mov Cap-1 Maneuver
1417
-
-
1416
-
-
428
461
893
406
461
895
Mov Cap-2 Maneuver
-
-
-
-
-
-
428
461
-
406
461
-
Stage 1
-
-
-
-
-
-
756
698
-
745
686
-
Stage 2
-
-
-
-
-
-
663
678
-
643
690
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
1.4
1.6
12.1
14.5
HCM LOS
B
B
Minor Lane/Major Mvmt
NBLn1
EBL
EBT
EBR
WBL
WBT WBR SBLn1
Capacity (veh/h)
614
1417
-
-
1416
-
-
472
HCM Lane V/C Ratio
0.17 0.025
-
- 0.031
-
- 0.198
HCM Control Delay (s)
12.1
7.6
0
-
7.6
0
-
14.5
HCM Lane LOS
B
A
A
-
A
A
-
B
HCM 95th %tile Q(veh)
0.6
0.1
-
-
0.1
-
-
0.7
6: Driveway C & Maryland Avenue
06/17/2022
67 Flatts & Juniper Square - Year 2027 PM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
1.9
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
16
182
20
17
172
56
12
0
15
31
0
7
Future Vol, veh/h
16
182
20
17
172
56
12
0
15
31
0
7
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Free
Free
Stop
Stop
Stop
Stop
Stop
Stop
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
-
-
-
-
-
-
-
-
-
75
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
17
198
22
18
187
61
13
0
16
34
0
8
Major/Minor
Major1
Major2
Minor1
Minor2
Conflicting Flow All
248
0
0
220
0
0
501
527
209
505
508
218
Stage 1
-
-
-
-
-
-
243
243
-
254
254
-
Stage 2
-
-
-
-
-
-
258
284
-
251
254
-
Critical Hdwy
4.12
-
-
4.12
-
-
7.12
6.52
6.22
7.12
6.52
6.22
Critical Hdwy Stg 1
-
-
-
-
-
-
6.12
5.52
-
6.12
5.52
-
Critical Hdwy Stg 2
-
-
-
-
-
-
6.12
5.52
-
6.12
5.52
-
Follow-up Hdwy
2.218
-
- 2.218
-
- 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver
1341
-
-
1349
-
-
523
479
831
520
493
909
Stage 1
-
-
-
-
-
-
761
705
-
818
728
-
Stage 2
-
-
-
-
-
-
813
704
-
753
697
-
Platoon blocked, %
1
-
-
-
-
1
1
1
1
1
Mov Cap-1 Maneuver
1341
-
-
1349
-
-
507
464
831
498
478
909
Mov Cap-2 Maneuver
-
-
-
-
-
-
507
464
-
498
478
-
Stage 1
-
-
-
-
-
-
750
695
-
806
717
-
Stage 2
-
-
-
-
-
-
793
693
-
728
687
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
0.6
0.5
10.8
12.1
HCM LOS
B
B
Minor Lane/Major Mvmt
NBLn1
EBL
EBT
EBR
WBL
WBT WBR SBLn1 SBLn2
Capacity (veh/h)
647
1341
-
-
1349
-
-
498
909
HCM Lane V/C Ratio
0.045 0.013
-
- 0.014
-
- 0.068 0.008
HCM Control Delay (s)
10.8
7.7
0
-
7.7
0
-
12.8
9
HCM Lane LOS
B
A
A
-
A
A
-
B
A
HCM 95th %tile Q(veh)
0.1
0
-
-
0
-
-
0.2
0
7: Maryland Avenue & Driveway D
06/17/2022
67 Flatts & Juniper Square - Year 2027 PM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th TWSC
Intersection
Int Delay, s/veh
0.3
Movement
EBL
EBT
WBT WBR
SBL
SBR
Lane Configurations
Traffic Vol, veh/h
3
210
238
14
8
3
Future Vol, veh/h
3
210
238
14
8
3
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Stop
Stop
RT Channelized
- None
- None
- None
Storage Length
-
-
-
-
-
-
Veh in Median Storage, #
-
0
0
-
0
-
Grade, %
-
0
0
-
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
3
228
259
15
9
3
Major/Minor
Major1
Major2
Minor2
Conflicting Flow All
274
0
-
0
501
267
Stage 1
-
-
-
-
267
-
Stage 2
-
-
-
-
234
-
Critical Hdwy
4.12
-
-
-
6.42
6.22
Critical Hdwy Stg 1
-
-
-
-
5.42
-
Critical Hdwy Stg 2
-
-
-
-
5.42
-
Follow-up Hdwy
2.218
-
-
- 3.518 3.318
Pot Cap-1 Maneuver
1326
-
-
-
*581
*888
Stage 1
-
-
-
-
*837
-
Stage 2
-
-
-
-
*805
-
Platoon blocked, %
1
-
-
-
1
1
Mov Cap-1 Maneuver
1326
-
-
-
*579
*888
Mov Cap-2 Maneuver
-
-
-
-
*579
-
Stage 1
-
-
-
-
*835
-
Stage 2
-
-
-
-
*805
-
Approach
EB
WB
SB
HCM Control Delay, s
0.1
0
10.7
HCM LOS
B
Minor Lane/Major Mvmt
EBL
EBT
WBT WBR SBLn1
Capacity (veh/h)
1326
-
-
-
640
HCM Lane V/C Ratio
0.002
-
-
- 0.019
HCM Control Delay (s)
7.7
0
-
-
10.7
HCM Lane LOS
A
A
-
-
B
HCM 95th %tile Q(veh)
0
-
-
-
0.1
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
8: 67th Avenue & Maryland Avenue
06/17/2022
67 Flatts & Juniper Square - Year 2027 PM Build Peak Hour
Synchro 11 Report
Lokahi, LLC
HCM 6th Signalized Intersection Summary
Movement
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
75
74
82
121
125
163
80
1038
113
138
1054
81
Future Volume (veh/h)
75
74
82
121
125
163
80
1038
113
138
1054
81
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
Ped-Bike Adj(A_pbT)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Parking Bus, Adj
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Work Zone On Approach
No
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
79
78
86
127
132
172
84
1093
119
145
1109
85
Peak Hour Factor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Percent Heavy Veh, %
2
2
2
2
2
2
2
2
2
2
2
2
Cap, veh/h
252
327
277
301
327
277
337
2020
220
331
2091
160
Arrive On Green
0.17
0.17
0.17
0.17
0.17
0.17
0.63
0.63
0.63
0.63
0.63
0.63
Sat Flow, veh/h
1075
1870
1585
1222
1870
1585
469
3232
352
461
3345
256
Grp Volume(v), veh/h
79
78
86
127
132
172
84
600
612
145
589
605
Grp Sat Flow(s),veh/h/ln
1075
1870
1585
1222
1870
1585
469
1777
1807
461
1777
1824
Q Serve(g_s), s
3.9
2.0
2.6
5.5
3.4
5.5
6.7
10.5
10.6
14.3
10.2
10.2
Cycle Q Clear(g_c), s
7.3
2.0
2.6
7.5
3.4
5.5
17.0
10.5
10.6
24.9
10.2
10.2
Prop In Lane
1.00
1.00
1.00
1.00
1.00
0.19
1.00
0.14
Lane Grp Cap(c), veh/h
252
327
277
301
327
277
337
1111
1130
331
1111
1140
V/C Ratio(X)
0.31
0.24
0.31
0.42
0.40
0.62
0.25
0.54
0.54
0.44
0.53
0.53
Avail Cap(c_a), veh/h
259
340
288
309
340
288
337
1111
1130
331
1111
1140
HCM Platoon Ratio
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Upstream Filter(I)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Uniform Delay (d), s/veh
23.4
19.5
19.8
22.7
20.1
21.0
10.5
5.8
5.8
12.9
5.8
5.8
Incr Delay (d2), s/veh
1.0
0.5
0.9
1.3
1.1
4.6
1.8
1.9
1.9
4.2
1.8
1.8
Initial Q Delay(d3),s/veh
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
%ile BackOfQ(50%),veh/ln
1.0
0.9
1.0
1.6
1.5
2.3
0.7
2.8
2.8
1.5
2.7
2.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh
24.4
20.1
20.7
24.1
21.3
25.6
12.3
7.7
7.7
17.1
7.6
7.6
LnGrp LOS
C
C
C
C
C
C
B
A
A
B
A
A
Approach Vol, veh/h
243
431
1296
1339
Approach Delay, s/veh
21.7
23.8
8.0
8.6
Approach LOS
C
C
A
A
Timer - Assigned Phs
2
4
6
8
Phs Duration (G+Y+Rc), s
14.6
40.4
14.6
40.4
Change Period (Y+Rc), s
5.0
6.0
5.0
6.0
Max Green Setting (Gmax), s
10.0
34.0
10.0
34.0
Max Q Clear Time (g_c+I1), s
9.5
19.0
9.3
26.9
Green Ext Time (p_c), s
0.2
5.3
0.1
3.7
Intersection Summary
HCM 6th Ctrl Delay
11.3
HCM 6th LOS
B
Notes
User approved pedestrian interval to be less than phase max green.
Appendix B
Parking Master Plan
67 Flats & Juniper Square
Parking Master Plan
Prepared for:
Dominium
2828 N Central Avenue, Suite 1100B
Phoenix, AZ 85004
Prepared by:
Project Number: 21.5281
June 17, 2022
Lōkahi, LLC
10555 N. 114th Street, Suite 105
Scottsdale, AZ 85259
06/17/22
i
67 Flats & Juniper Square
Parking Master Plan
Table of Contents:
1.
Introduction ...................................................................................................................................... 1
2.
Proposed Development ................................................................................................................... 4
3.
City of Glendale Required Parking ................................................................................................... 6
4.
ITE Parking Generation ..................................................................................................................... 7
5.
ULI Shared Parking ........................................................................................................................... 9
6.
67 Flats - Comparable Nearby Developments ................................................................................ 11
7.
Juniper Square - Comparable Nearby Developments ................................................................... 14
8.
Recommendations & Conclusions ................................................................................................. 16
Figures:
Figure 1 – Vicinity Map .............................................................................................................................. 3
Figure 2 – Site Plan .................................................................................................................................... 5
Tables:
Table 1 – City of Glendale Parking Requirement ..................................................................................... 6
Table 2 – ITE Parking Demand (Average Rate) ....................................................................................... 7
Table 3 – ITE Parking Demand (85th Percentile Rate) ............................................................................. 8
Table 4 – ULI Shared Parking – Weekday ................................................................................................ 9
Table 5 – ULI Shared Parking – Weekend .............................................................................................. 10
Table 6 – Multifamily Parking Occupancy Data Collection .................................................................... 12
Table 7 – 67 Flats – Average Observed Parking Ratio............................................................................ 12
Table 8 – 67 Flats – Maximum Observed Parking Ratio ....................................................................... 13
Table 9 – Senior Living Parking Occupancy Data Collection ................................................................ 14
Table 10 – Juniper Square – Average Observed Parking Ratio............................................................. 15
Table 11 – Juniper Square – Maximum Observed Parking Ratio .......................................................... 15
Appendices:
Appendix A – Proposed Site Plan ............................................................................................................. A
Appendix B – Glendale Parking Requirements ......................................................................................... B
1
67 Flats & Juniper Square
Parking Master Plan
1. Introduction
Lōkahi, LLC (Lōkahi) was retained by Dominium to complete a Parking Master Plan for the
proposed 67 Flats (multi-family) and Juniper Square (senior living) developments located in
Glendale, Arizona. The proposed development will be located on the northwest corner of 67th
Avenue and Maryland Avenue.
The overall proposed development is comprised of both multi-family and senior living land uses
that will be separated by on-site walls and is not anticipated to have a shared access.
The proposed development will include the following two (2) land uses:
67 Flats
Multi-Family
384 dwelling units
12 one-bedroom units
204 two-bedroom units
168 three-bedroom units
Juniper Square
Senior Living
221 dwelling units
66 one-bedroom units
131 two-bedroom units
24 three-bedroom units
Scope of Study
The objective of this Parking Master Plan is to establish that the 735 multifamily parking stalls and
318 senior living parking stalls on-site will provide sufficient parking for the proposed development.
This Parking Master Plan calculates the number of parking spaces required for the proposed
development based on the City of Glendale’s Section 7.403 Parking Requirements by Use, ITE
Parking Generation data, and ULI Shared Parking data.
Additionally, observations and data collection were performed at nearby multi-family and senior
living developments to determine real-world parking demand in the vicinity area. Data collection
occurred during the COVID-19 pandemic, when many companies were working from home and
many people were unemployed. Therefore, the data that was collected would be conservative as
residents would be working from home or unemployed. These observed parking demand rates
were applied to the proposed development to determine the estimated parking demand on-site.
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67 Flats & Juniper Square
Parking Master Plan
Surrounding Area
The study area is located in the City of Glendale, Arizona. The proposed development is bordered by
67th Avenue to the east, Maryland Avenue to the south, and 69th Avenue to the west. The
Summerhill Place residential development borders to site to the north. Single- and multi-family
residential developments generally surround the development.
State Route 101 (SR 101) is located within four (4) miles to the west, Interstate 17 (I-17) is located
approximately five (5) miles to the east, and Grand Avenue can be accessed one and one-half (1.5)
miles to the north and to the east. See Figure 1 for a vicinity map.
FIGURE 1 | VICINITY MAP
Olive Avenue
Proposed Site
Northern Avenue
Glendale Avenue
Ocotillo Road
Cardinals Way
Bethany Home Road
Camelback Road
Indian School Road
Thomas Road
McDowell Road
Maryland Avenue
107th Avenue
91st Avenue
83rd Avenue
75th Avenue
67th Avenue
59th Avenue
51st Avenue
43rd Avenue
35th Avenue
19th Avenue
69th Avenue
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67 Flats & Juniper Square
Parking Master Plan
2. Proposed Development
The overall proposed development is comprised of both multi-family and senior living land uses
that will be separated by on-site walls and is not anticipated to have a shared access.
The proposed development will include the following two (2) land uses:
67 Flats
Multi-Family
384 dwelling units
12 one-bedroom units
204 two-bedroom units
168 three-bedroom units
Juniper Square
Senior Living
221 dwelling units
66 one-bedroom units
131 two-bedroom units
24 three-bedroom units
There are four (4) proposed access points to the proposed 67 Flats and Juniper Square
developments, two (2) located along 67th Avenue and two (2) located along Maryland Avenue.
See Figure 2 and Appendix A for the detailed site plan.
Proposed Parking
The proposed 67 Flats and Juniper Square developments will provide the following number of
parking stalls:
67 Flats
Multi-Family
735 parking stalls provided
503 surface parking stalls
232 covered parking stalls
Juniper Square
Senior Living
318 parking stalls provided
184 surface parking stalls
134 covered parking stalls
FIGURE 2 | SITE PLAN
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67 Flats & Juniper Square
Parking Master Plan
3. City of Glendale Required Parking
Section 7.403 entitled Parking Requirements by Use of the City of Glendale Code of Ordinance,
provides the general parking requirements. See Appendix B. The following categories and vehicle
parking ratio minimums are relevant for the 67 Flats and Juniper Square development land uses:
67 Flats
Residential, Multi-family
• One-bedroom
1 per dwelling unit
• Two or more bedrooms
2 per dwelling unit
• Guest Parking
1 per 3 dwelling units
Juniper Square
Senior Housing
0.4 per dwelling unit
Applying these formulas to the proposed development results in the following parking
requirement, see Table 1.
Table 1 – City of Glendale Parking Requirement
Therefore, based on the City of Glendale Code of Ordinance, there is a parking deficit of 155 (17.4%)
for the 67 Flats multi-family development and a parking surplus of 229 (257.3%) parking stalls for the
Juniper Square development.
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67 Flats & Juniper Square
Parking Master Plan
4. ITE Parking Generation
The Institute of Transportation Engineers (ITE) publication titled Parking Generation, 5th Edition is
utilized for estimating parking demand based on research and experiences of transportation
engineering and planning professionals.
The land use categories that most closely represents the proposed development are the following:
• Multi-family Housing (Mid-Rise) (Land Use 221)
Land Use 221 - Mid-rise multi-family housing includes apartments, townhouses, and
condominiums located within the same building with at least three other dwelling units and
with between three and 10 levels (floors) of residence. The average weekday peak period
parking demand for General Urban/Suburban site is 1.31 parking stalls per dwelling unit, and
the 85th percentile peak period parking demand is 1.47 parking stalls per dwelling unit.
• Senior Adult Housing - Attached (Land Use 252)
Land Use 252 - Senior adult housing consists of attached independent living developments,
including retirement communities, age-restricted housing, and active adult communities.
The average weekday peak period parking demand for General Urban/Suburban site is 0.61
parking stalls per dwelling unit, and the 85th percentile peak period parking demand is 0.67
parking stalls per dwelling unit.
The average weekday and 85th percentile ITE peak period parking demand calculations for General
Urban/Suburban locations are presented below in Table 2 and Table 3, respectively.
Table 2 – ITE Parking Demand (Average Rate)
1.31
Per
1
Dwelling Unit
384
Dwelling Units
504
504
0.61
Per
1
Dwelling Unit
221
Dwelling Units
135
135
Juniper Square - Total
Use
Weekday Rate
Quantity
Units
Parking Stalls
ITE Code 221 Multifamily Housing (Mid-Rise)
67 Flats - Total
ITE Code 252 Senior Adult Housing - Attached
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67 Flats & Juniper Square
Parking Master Plan
Table 3 – ITE Parking Demand (85th Percentile Rate)
Based upon ITE Parking Generation, 5th Edition, the weekday average and 85th percentile parking
demand for the 67 Flats multi-family development is 504 and 565 parking stalls, respectively. With
735 parking stalls provided, this represents a surplus of 231 (45.8%) and 170 (30.1%) parking stalls for
the multi-family component of the proposed development, respectively.
Additionally, the weekday average and 85th percentile parking demand for the Juniper Square
development is 135 and 149 parking stalls, respectively. With 318 parking stalls provided, this
represents a surplus of 183 (135.6%) and 169 (113.4%) parking stalls for the Juniper Square
development, respectively.
1.47
Per
1
Dwelling Unit
384
Dwelling Units
565
565
0.67
Per
1
Dwelling Unit
221
Dwelling Units
149
149
Juniper Square - Total
Weekday Rate (85th
Percentile)
Quantity
Units
ITE Code 221 Multifamily Housing (Mid-Rise)
ITE Code 252 Senior Adult Housing - Attached
67 Flats - Total
Parking Stalls
Use
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67 Flats & Juniper Square
Parking Master Plan
5. ULI Shared Parking
The Urban Land Institute (ULI) publication titled Shared Parking, 3rd Edition is an additional source for
estimating parking demand based on research and experiences planners, government agencies,
consultants, and engineers. Similar to the ITE Parking Generation publication, ULI’s Shared Parking
publication provides base parking demand ratios based on various land uses.
Weekday
The following categories and base weekday vehicle parking ratio minimums are relevant to the
proposed development:
• Residential
Studio
0.85 per dwelling unit
1-Bedroom
0.90 per dwelling unit
2-Bedroom
1.65 per dwelling unit
Visitor
0.10 per dwelling unit
• Senior Housing
Resident
0.30 per dwelling unit
Visitor
0.55 per dwelling unit
Applying these rates to the proposed development results in the following parking requirements:
Table 4 – ULI Shared Parking – Weekday
0.85
per
12
11
0.90
per
204
184
1.65
per
168
278
Visitor
0.10
per
384
39
512
Residents
0.30
Per
221
67
Visitor
0.55
per
221
122
189
Use
Weekday Rate
Quantity
Units
Parking Stalls
each unit
Residential
Residents
each Studio
Dwelling Units
each 1 Bedroom
each 2 Bedroom
67 Flats - Total
Juniper Square - Total
Senior Housing
each unit
Dwelling Units
each unit
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67 Flats & Juniper Square
Parking Master Plan
Weekend
The following categories and base weekend vehicle parking ratio minimums are relevant to the
proposed development:
• Residential
Studio
0.85 per dwelling unit
1-Bedroom
0.90 per dwelling unit
2-Bedroom
1.65 per dwelling unit
Visitor
0.15 per dwelling unit
• Senior Housing
Resident
0.30 per dwelling unit
Visitor
0.42 per dwelling unit
Applying these rates to the proposed development results in the following parking requirements:
Table 5 – ULI Shared Parking – Weekend
Based upon ULI Shared Parking, 3rd Edition, the weekday and weekend parking demand for the 67
Flats multi-family development is 512 and 531 parking stalls, respectively. With 735 parking stalls
provided, this represents a surplus of 223 (43.6%) and 204 (38.4%) parking stalls for the multi-family
component of the proposed development, respectively.
Additionally, the weekday and weekend parking demand for the Juniper Square development is 189
and 160 parking stalls, respectively. With 318 parking stalls provided, this represents a surplus of 129
(68.3%) and 158 (98.8%) parking stalls for the Juniper Square development, respectively.
0.85
per
12
11
0.90
per
204
184
1.65
per
168
278
Visitor
0.15
per
384
58
531
Residents
0.30
Per
221
67
Visitor
0.42
per
221
93
160
Residential
Residents
each Studio
Dwelling Units
each 1 Bedroom
each 2 Bedroom
each unit
Juniper Square - Total
Senior Housing
each unit
Dwelling Units
each unit
67 Flats - Total
Use
Weekday Rate
Quantity
Units
Parking Stalls
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67 Flats & Juniper Square
Parking Master Plan
6. 67 Flats - Comparable Nearby Developments
On November 30th, 2020 and July 12th, 13th, and 14th, 2021, observations and data collection efforts
were performed by Dominium at nearby multi-family housing developments.
Multifamily Observations
Data collection efforts occurred between approximately 7:00pm and 10:00pm at the following
multi-family developments:
• Encantada Canyon Trails
• Serafina Apartments
• Lunaire Apartments
• The MAXX 159
• Evolution at Estrella Falls
• Acero Estrella Commons
• Amiya
• Park Shadows
• Edgewater
• Newport Apartments
• Mountain View Apartments
• 1408 Casitas at Palm Valley
• Adiamo Palm Valley
• Desert Sage Apartments
• Town Center
• San Clemente
• Sky View Ranch
• Painted Trails
• San Tan Apartments
• Edge of Lyon’s Gate
• Williams Gateway
A summary of the parking occupancy data collected at nearby multifamily developments is shown
in Table 6 below.
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67 Flats & Juniper Square
Parking Master Plan
Table 6 – Multifamily Parking Occupancy Data Collection
During the time of the observations, 18 of the multifamily developments had a unit occupancy of
93% or higher, with an average parking occupancy of 68%. Additionally, on average there was 1.11
occupied parking stalls per available unit, with a maximum of 1.61 occupied parking stalls per
available unit.
Applying the average and maximum observed parking ratios to the multi-family component of the
proposed development is shown in Table 7 and Table 8, respectively.
Table 7 – 67 Flats – Average Observed Parking Ratio
Property
Address
City, State
Units
Unit
Occupancy
Provided
Parkings
Stalls
Available
Parking
Stalls
Parking
Occupancy
Ratio Occupied Stalls
Per Available Units
Encantada Canyon Trails
16450 W Van Buren St
Goodyear, AZ 85338
226
-
417
135
68%
1.25
Serafina Apartments
15400 W Goodyear Blvd N
Goodyear, AZ 85338
268
95%
389
177
54%
0.79
Lunaire Apartments
949 S Goodyear Blvd E
Goodyear, AZ 85338
240
98%
400
190
53%
0.88
The MAXX 159
1711 N 159th Ave
Goodyear AZ, 85395
132
99%
211
68
68%
1.08
Evolution at Estrella Falls
15361 West Virginia Ave
Goodyear, AZ 85395
326
99%
527
167
68%
1.10
Acero Estrella Commons
15380 W Fillmore St
Goodyear, AZ 85338
352
96%
644
195
70%
1.28
Amiya
1830 N 145th Ave
Goodyear, AZ 85395
188
94%
211
68
68%
0.76
Park Shadows
620 N Litchfield Rd
Goodyear, AZ 85338
237
-
365
179
51%
0.78
Edgewater
102 South Fourth Ave
Avondale, AZ 85323
196
97%
300
89
70%
1.08
Newport Apartments
1333 N Dysart Road
Avondale, AZ 85323
204
95%
239
75
69%
0.80
Mountain View Apartments
333 East Van Buren St
Avondale, AZ 85323
150
97%
234
51
78%
1.22
1408 Casitas at Palm Valley
1408 North Central Ave
Avondale, AZ 85323
168
99%
266
70
74%
1.17
Adiamo Palm Valley
2100 N 145th Ave
Goodyear, AZ 85395
302
97%
593
169
72%
1.40
Desert Sage Apartments
1737 N Central Ave
Goodyear, AZ 85338
208
98%
300
187
38%
0.54
Town Center
22280 S 209th Way
Queen Creek, AZ 85142
176
99%
332
86
74%
1.40
San Clemente
7640 S Power Road
Gilbert, AZ 85297
336
99%
602
210
65%
1.17
Sky View Ranch
4632 E Germann
Gilbert, AZ 85297
232
98%
444
137
69%
1.32
Painted Trails
4255 E Pecos Road
Gilbert, AZ 85295
196
99%
352
70
80%
1.44
San Tan Apartments
2910 S Greenfield Road
Gilbert, AZ 85295
315
90%
546
39
93%
1.61
Edge at Lyon's Gate
3301 E Ray Road
Gilbert, AZ 85295
312
99%
508
121
76%
1.24
Williams Gateway
5850 S Power Road
Gilbert, AZ 85295
72
N/A
108
35
68%
1.01
68%
1.11
93%
1.61
Average
Maximum
1.11
Per
1
Dwelling Unit
384
Dwelling Units
427
427
Multifamily
Use
Average Ratio
Occupied Stalls Per
Available Units
Quantity
Units
Parking Stalls
67 Flats - Total
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67 Flats & Juniper Square
Parking Master Plan
Table 8 – 67 Flats – Maximum Observed Parking Ratio
The results of the applying the maximum observed parking occupancy ratios to the proposed
development results in 619 multifamily parking stalls. With 735 parking stalls provided by 67 Flats,
this results in a surplus of 116 (18.7%) parking stalls.
1.61 Per
1
Dwelling Unit
384
Dwelling Units
619
619
Parking Stalls
Multifamily
67 Flats - Total
Use
Maximum Ratio
Occupied Stalls Per
Available Units
Quantity
Units
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67 Flats & Juniper Square
Parking Master Plan
7. Juniper Square - Comparable Nearby
Developments
On July 12th and July 13th, 2021, observations and data collection efforts were performed by
Dominium at nearby senior housing developments.
Senior Living Observations
Data collection efforts occurred between approximately 7:00pm and 8:00pm at the following five
(5) senior living developments:
• Casa Pedro Ruiz
• Casa De Merced
• Avondale Haciendas
• Avondale Senior Village
• Estrella Estates
A summary of the parking occupancy data collected at nearby senior living developments is shown
in Table 9 below.
Table 9 – Senior Living Parking Occupancy Data Collection
Two (2) senior living developments had a unit occupancy between 90% and 93%, at the time of the
data collection. There was an average parking occupancy of approximately 29%. Additionally, the
average and maximum observed ratio of occupied parking stalls per available unit was 0.36 and
0.53, respectively.
Applying the average and maximum observed parking ratios to the proposed Suncrest Vista
development is shown in Table 10 and Table 11, respectively.
Property
Address
City, State
Units
Unit
Occupancy
Provided
Parkings
Stalls
Available
Parking
Stalls
Parking
Occupancy
Ratio Occupied Stalls
Per Available Units
Casa Pedro Ruiz
6327 W Fillmore St
Phoenix, AZ 85043
49
98%
77
51
34%
0.53
Casa De Merced
62 N 92nd Drive
Tolleson, AZ 85353
41
98%
40
32
20%
0.20
Avondale Haciendas
910 Dysart Rd
Avondale, AZ 85323
69
-
99
65
34%
0.49
Avondale Senior Village
10830 W Apache St Bldg 1
Avondale, AZ 85323
41
-
61
46
25%
0.37
Estrella Estates
14930 West Wigwam Blvd
Goodyear, AZ 85395
128
72%
89
60
33%
0.23
0.36
0.53
Average
Maximum
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67 Flats & Juniper Square
Parking Master Plan
Table 10 – Juniper Square – Average Observed Parking Ratio
Table 11 – Juniper Square – Maximum Observed Parking Ratio
The results of the applying the maximum observed parking occupancy ratios to the proposed
Juniper Square development results in 117 parking stalls. With 318 parking stalls provided by Juniper
Square, this results in a surplus of 201 (171.8%) parking stalls.
0.36 Per
1
Dwelling Unit
221
Dwelling Units
81
81
Senior Housing
Juniper Square - Total
Use
Average Ratio
Occupied Stalls Per
Available Units
Quantity
Units
Parking Stalls
0.53 Per
1
Dwelling Unit
221
Dwelling Units
117
117
Senior Housing
Juniper Square - Total
Use
Maximum Ratio
Occupied Stalls Per
Available Units
Quantity
Units
Parking Stalls
16
67 Flats & Juniper Square
Parking Master Plan
8. Recommendations & Conclusions
Through this Parking Master Plan, the proposed development is requesting the approval to
provide a total of 735 parking spaces on-site for the 67 Flats residential development and 318
parking stalls for the Juniper Square senior living development.
The overall proposed development is comprised of both multi-family and senior living land uses
that will be separated by on-site walls and is not anticipated to have a shared access.
City of Glendale Required Parking
Using the Parking Requirements by Use provided under Section 7.403, within the City of Glendale
Code of Ordinance, parking requirement for the proposed development was calculated. This
calculation results in a parking deficit of 155 (17.4%) for the 67 Flats multi-family development and a
parking surplus of 229 (257.3%) parking stalls for the Juniper Square development.
ITE Parking Generation
Utilizing the Institute of Transportation Engineers (ITE) publication Parking Generation, 5th Edition,
the parking demand for the proposed development was calculated. The weekday average and 85th
percentile parking demand for the 67 Flats multi-family development is 504 and 565 parking stalls,
respectively. With 735 parking stalls provided, this represents a surplus of 231 (45.8%) and 170
(30.1%) parking stalls for the multi-family component of the proposed development, respectively.
Similarly, the weekday average and 85th percentile parking demand for the Juniper Square
development is 135 and 149 parking stalls, respectively. With 318 parking stalls provided, this
represents a surplus of 183 (135.6%) and 169 (113.4%) parking stalls for the Juniper Square
development, respectively.
ULI Shared Parking
Utilizing the Urban Land Institute (ULI) publication Shared Parking, 3rd Edition, the parking demand
for the proposed development was calculated. The weekday and weekend parking demand for the
67 Flats multi-family development is 512 and 531 parking stalls, respectively. With 735 parking stalls
provided, this represents a surplus of 223 (43.6%) and 204 (38.4%) parking stalls for the multi-family
component of the proposed development, respectively.
Additionally, the weekday and weekend parking demand for the Juniper Square development is 189
and 160 parking stalls, respectively. With 318 parking stalls provided, this represents a surplus of 129
(68.3%) and 158 (98.8%) parking stalls for the Juniper Square development, respectively.
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67 Flats & Juniper Square
Parking Master Plan
Comparable Nearby Developments
Dominium has a long history of managing and operating affordable housing projects in Arizona and
across the country with 35,000 units currently under management. Observations and data
collection were performed at nearby multi-family and senior living developments to determine real-
world parking demand in the vicinity area. Data collection occurred during the COVID-19 pandemic,
when many companies were working from home and many people were unemployed. Therefore,
the data that was collected would be conservative as residents would be working from home or
unemployed.
67 Flats – Comparable Nearby Developments
On November 30th, 2020, and July 12th, 13th, and 14th, 2021, observations and data collection
were performed at nearby multi-family developments. Data collection efforts occurred
between approximately 7:00pm and 10:00pm, as this is typically considered a time to be
peak parking occupancy for residential developments. During the time of the observations,
18 of the multifamily developments had a unit occupancy of 93% or higher, with an average
parking occupancy of 68%. Additionally, on average there was 1.11 occupied parking stalls per
available unit, with a maximum of 1.61 occupied parking stalls per available unit
Applying the maximum observed parking occupancy ratios to the proposed development
results in 619 multifamily parking stalls. With 735 parking stalls provided by 67 Flats, this
results in a surplus of 116 (18.7%) parking stalls.
Juniper Square – Comparable Nearby Developments
On July 12th and July 13th, 2021, observations and data collection were performed at five (5)
nearby senior-living developments. Data collection efforts were performed between
approximately 7:00pm and 8:00pm, as this is typically considered a time to be peak parking
occupancy for residential/senior living developments.
During the time of the observations, two (2) senior living developments had a unit
occupancy between 90% and 93%, at the time of the data collection. There was an average
parking occupancy of approximately 29%. Additionally, the average and maximum observed
ratio of occupied parking stalls per available unit was 0.36 and 0.53, respectively.
Applying the maximum observed parking occupancy ratios to the proposed Juniper Square
development results in 117 parking stalls. With 318 parking stalls provided by Juniper Square,
this results in a surplus of 201 (171.8%) parking stalls.
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67 Flats & Juniper Square
Parking Master Plan
Parking Summary
In conclusion, the request by the proposed 67 Flats multi-family residential development to
provide 735 multifamily on-site parking stalls will provide sufficient parking for this development.
Similarly, the request by the proposed Juniper Square senior living development to provide 318
senior living on-site parking stalls will provide sufficient parking for this development.
Reference
Table
67 Flats
Parking Stalls -
735 Stalls Provided
Juniper Square
Parking Stalls -
318 Stalls Provided
City of Glendale Code
Parking Requirement
1
890
89
ITE Parking Generation
Weekday - Average
2
504
135
Weekday - 85th Percentile
3
565
149
ULI Shared Parking - Base Rates
Weekday
4
512
189
Weekend
5
531
160
Comparable Nearby Developments
Data Collection - Average
7 & 10
427
81
Data Collection - Maximum
8 & 11
619
117
A
67 Flats & Juniper Square
Parking Master Plan
Appendix A – Proposed Site Plan
W MARYLAND AVE
N 69TH AVE
N 67TH AVE
SENIOR
4 STORY
LEASING /
CLUBHOUSE
@ FIRST
LEVEL
POOL
SPA
CLUBHOUSE
FITNESS
BLDG 2
TYPE I
3 STORY
BLDG 3
TYPE III
3 STORY
BLDG 14
TYPE I
3 STORY
BLDG5
TYPE I
3 STORY
BLDG 10
TYPE I
3 STORY
BLDG 11
TYPE II
3 STORY
BLDG 7
TYPE I
3 STORY
BLDG 4
TYPE I
3 STORY
BLDG 12
TYPE I
3 STORY
BLDG 9
TYPE I
3 STORY
BLDG 13
TYPE I
3 STORY
BLDG 1
TYPE II
3 STORY
BLDG 6
TYPE II
3 STORY
BLDG 8
TYPE I
3 STORY
POOL
SPA
MULTI USE
AREA
MULTI USE
AREA
MULTI USE
AREA
MULTI USE
AREA
W SIERRA VISTA DR
R-4
MULTI-FAMILY
R1-6
SINGLE FAMILY
R1-6
SINGLE FAMILY
R1-6
SINGLE FAMILY
R1-6
SINGLE FAMILY
R-4
R-4
MULTI-FAMILY
MULTI-FAMILY
M-1
R-4
R-4
R-4
R-4
C-2
RETAIL
R-4
CHURCH
RETAIL
ENTRY
55' ROW
55' ROW
35'
ROW
30'
ROW
80' ROW
GATE
GATE
GATE
GATE
GATE
59'-0"
50'-0"
PARCEL LINE
38'
49'
59'
20'
38' SETBACK FOR 3 STORY
+1':1' BLDG HGT OVER 20'
48'
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
EXISTING 6' CMU WALL
6' CMU WALL
6' CMU WALL
20' SETBACK
20' SETBACK
10' LANDSCAPE
SETBACK
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
38' SETBACK FOR 3 STORY
+1':1' BLDG HGT OVER 20'
38' SETBACK FOR
3 STORY
+1':1' BLDG HGT
OVER 20'
49' SETBACK FOR 4 STORY
+1':1' BLDG HGT OVER 20'
38' SETBACK FOR 3 STORY
+1':1' BLDG HGT OVER 20'
CALL BOX
CALL BOX
71'-10"
35'
ROW
REFUSE PER
DTL. G-934
LOADING
LOADING
10' LANDSCAPE
SETBACK
8
8
6
9
9
9
4
10
10
10
6
9
8
9
9
10
10
10
8
11
8
8
9
7
4
10
10
7
8
5
10
6
10
4
4
10
10
8
10
10
10
7
10
10
8
4
10
10
10
8
9
6
7
7
9
8
8
7
9
5
5
10
10
8
8
7
5
5
8
8
7
8
10
10
10
8
9
10
7
7
10
4
3
10
8
5
10
PARCEL LINE
6' CMU WALL
GATE
10
20' SETBACK
MAINT.
BUILDING
9
8
9
8
7
7
6
6
6
CARPORT (TYP.)
10
8
8
7
7
10
5
10
9
8
10
10
10
9
9
9
8
7
9
9
8
5
9
10
10
40' ROW
OUTDOOR
KITCHEN
POOL
EQUIPT.
COMPACTOR
REFUSE &
RECYCLE
BUS
SHELTER
CARPORT (TYP.)
40' ROW
40'
VISIBILITY
TRIANGLES
VISIBILITY
TRIANGLES
VISIBILITY
TRIANGLES
VISIBILITY
TRIANGLES
VISIBILITY
TRIANGLES
VISIBILITY
TRIANGLES
49' SETBACK FOR
4 STORY
+1':1' BLDG HGT
OVER 20'
MONUMENT
SIGN (16'x6')
23'
8'
20' SETBACK
20' SETBACK
6' VIEW FENCE
5'
GATE
4
11
7
8
7
7
CALL BOX
150'
MONUMENT
SIGN (16'x6')
MONUMENT
SIGN (16'x6')
MONUMENT
SIGN (16'x6')
MONUMENT
SIGN (16'x6')
10
44'
45'-0"
REFUSE PER
DTL. G-934
67'-2"
102'-0"
102'-0"
102'-0"
110'-6"
102'-6"
94'-0"
108'-2"
48'-3"
CONNECT
SIDEWALK
TO EXISTING
CONNECT
SIDEWALK
TO EXISTING
PEDESTRIAN
CONNECTIVITY
PEDESTRIAN
CONNECTIVITY
45'-0"
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
PEDESTRIAN GATE
10' LANDSCAPE
SETBACK
CALL BOX
20' SETBACK
6
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
3' VIEW FENCE ON TOP
OF 3' SCREEN WALL
(SENIOR)
JUNIPER SQUARE
(FAMILY)
67 FLATS
602-952-8280 / TODDASSOC.COM
+
TODD
ASSOCIATES
Preliminary Not For Construction
21-2052-02
67 Flats & Juniper Square
Glendale, AZ
REZONING RESUBMITTAL
JUNE 17, 2022
FAMILY LIVING
SENIOR LIVING
SCALE:
0"
30'
60'
120'
1" = 60'-0"
CONCEPTUAL
SITE PLAN
SITE DATA
VICINITY MAP
63RD AVE.
67TH AVE.
71st AVE.
59TH AVE.
GRAND AVE.
MARYLAND
HOME
GLENDALE
SITE
BETHANY
A.04
B
67 Flats & Juniper Square
Parking Master Plan
Appendix B – Glendale Parking
Requirements
2/25/2022
Glendale, AZ Code of Ordinances
1/3
7.403 - Parking Requirements by Use.
USE
MINIMUM # OF SPACES
MAXIMUM # OF SPACES
Auditorium, Stadium, Public
Assembly, Private Clubs, Health
Clubs, Theaters
1:100 sq. ft. or 1:5 seats
no maximum
Auto Repair
2 spaces per service bay;
plus 1 space per every 250
sq. ft. of retail or oìce
area.
no maximum
Banks, Financial Institutions
1:250 sq. ft.
1:200 sq. ft.
Barber Shop or Beauty Shop
1:100 sq. ft.
no maximum
Churches
1:5 seats or 90 lineal inches
of pew space
no maximum
Cocktail Lounge
1:100 sq. ft.
no maximum
Home Furnishings, Major
Appliances
1:500 sq. ft.
1:400 sq. ft.
Hospitals
1:bed
no maximum
Manufacturing/Assembly
Wholesale/ Warehouse
1:600 sq. ft.
1:300 sq. ft.
Mixed Uses
To be determined by Planning Director.
Motels/Hotels
Restaurant/Bar
Banquet/Meeting Rooms
1:room
1:200 sq. ft.
1:200 sq. ft.
no maximum
no maximum
no maximum
2/25/2022
Glendale, AZ Code of Ordinances
2/3
Oìce, General, Professional
Medical/Dental
1:300 sq. ft.
1:150 sq. ft.
no maximum
no maximum
Indoor Recreation Facility
Amusement Center, Arcades
Batting Cages
Bowling Alley
1:100 sq. ft.
1:cage
4:lane plus accessory uses
if separate outside
entrances are provided.
no maximum
no maximum
no maximum
Outdoor Recreation Golf
Driving Ranges
Miniature Golf Courses
Skating Rinks
1:tee space (10 lineal feet)
1:hole
1:200 sq. ft.
1:200 sq. ft.
no maximum
no maximum
no maximum
no maximum
Regional Malls
1:225 sq. ft.
1:180 sq. ft.
Residential
Single-family
Multi-family
Studio or 1 Bedroom
2 or more Bedrooms
1 Designated guest space for
every 3 units.
2:unit-1 covered
1 space
2 spaces
no maximum
no maximum
no maximum
no maximum
Restaurant-freestanding
1:100 sq. ft.
no maximum
Retail/Shopping Center (including
up to 10% restaurant, health club,
beauty shops…additional
percentages calculated at rate for
each use)
1:250 sq. ft.
1:200 sq. ft.
2/25/2022
Glendale, AZ Code of Ordinances
3/3
Retirement/Senior Housing/
Convalescent/Nursing/Congregate
Care Home
.4:unit
no maximum
Schools
Elementary
Jr. High
High School
College
Vocational/Technical
2:classroom or largest
single public assembly
area, whichever is greater.
3:classroom or largest
single public assembly
area, whichever is greater.
7:classroom or largest
single public assembly
area, whichever is greater.
10:classroom or largest
single public assembly
area, whichever is greater.
1:2 students
no maximum
no maximum
no maximum
no maximum
no maximum
(Ord. No. 1772, 6-23-93; Ord. No. 2028, § 1, 10-13-98)