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Rezone, Special Use Permit,
and Site Plan Narrative
for
The Lincoln
By:
Porter Kyle Builders, LLC
Case No.: ZON25-00210
Submitted: March 14, 2025
Resubmitted: August 11, 2025
Updated: October 9, 2025
Updated: November 3, 2025
Updated: December 2, 2025
Development Team
Developer:
Porter Kyle Builders, LLC
Attn: Michael Stephan
8502 E. Princess Dr, Suite 180
Scottsdale, AZ 85255
mstephan@porterkyle.com
Engineering:
EPS Group, Inc.
Attn: Daniel Auxier
David Huges
1130 N. Alma School Road, Suite 120
Mesa, Arizona 85201
Daniel.auxier@epsgroupinc.com
Landscape Architect and Planning:
Adamson Group
Attn: Nick Adamson
535 East McKellips Road, Suite 131
Mesa, AZ 85203
nick@adamsongroupaz.com
Zoning:
Ray Law Firm
Attn: Brennan Ray
2325 E. Camelback Rd., Suite 400
Phoenix, AZ 85016
(602) 558-9934
bray@raylawaz.com
Table of Contents
1. Introduction .......................................................................................................... 1
2. Site and Surrounding Area ...................................................................................... 2
3. Proposed Rezone .................................................................................................. 3
Development Standards .................................................................................................................... 4
Justifications for Deviations ............................................................................................................... 5
PAD Criteria ...................................................................................................................................... 6
4. Conformance with General Plan .............................................................................. 8
5. Special Use Permit ................................................................................................ 9
6. Site Plan ............................................................................................................. 12
Landscaping, Amenities, and Open Space ............................................................................ 12
Architecture ..................................................................................................................... 13
Theme Walls, Entry Gates, and Entry Monument ................................................................... 14
6. Conclusion .......................................................................................................... 14
Table of Exhibits
No.
Description
1
Aerial
2
Site Plan
3
Preliminary Landscape Plan
4
Amenity Area
5
Building Elevations
6
Color and Material Palette
7
Floor Plans
8
Wall Plan & Details
9
Monument Details
10
Existing and Proposed Zoning
11
Crismon & Market Demand Study
The Lincoln, December 2, 2025
1
1. Introduction
Porter Kyle Builders, LLC, ("Porter Kyle") is the proposed developer of approximately
9.11 gross acres (8.51± net acres) located at 9905 East Hampton Avenue, generally west of
the southwest corner of Hampton Avenue and Crismon Road (the "Site"). See Exhibit 1, Aerial.
Porter Kyle proposes developing this challenging, infill Site with a high-quality, highly
amenitized, platted townhome development known as “The Lincoln.” The Lincoln provides
additional housing choices in the area, exclusively with 3- and 4-bedroom homes, offering
future residents the opportunity to live in a well-located residential community with a wide
variety of amenities. Porter Kyle’s townhomes are an excellent use of this vacant, infill Site
and will benefit the adjacent properties and area.
To achieve this, Porter Kyle seeks to rezone the Site from PEP PAD (Planned
Employment Park with Planned Area Development overlay) to RM-2 PAD (Multi-Residence with
a Planned Area Development overlay), apply for a Special Use Permit (SUP) for Neighborhood
Commercial Uses, and obtain Site Plan approval. This rezone request will establish a new PAD
overlay on the Site. See Exhibit 10, Existing and Proposed Zoning. In conjunction with this
Rezone, SUP, and Site Plan request, Porter Kyle is also filing a Minor General Plan Amendment
and a Preliminary Plat Application to plat each townhome unit. These applications address
market conditions, compatible nearby uses, and the changing needs of the area, including
the intensity and density of current and future employment immediately to the east (within
walking distance), and substantial retail and employment uses within the surrounding area.
This development directly addresses Mesa's critical housing needs as identified in the
City's 2024 Balanced Housing Plan. The Plan documents a significant shortage of
approximately housing units for a wide range of demographics. With the City needing
approximately 14,650 new housing units over the next decade to accommodate projected
population growth, The Lincoln's townhomes represent precisely the type of 'missing middle'
housing that the Plan identifies as essential for a balanced housing ecosystem.
The Site has failed to develop under its current General Plan designation and zoning.
This Site has limited street frontage due to its location behind existing, auto-centric
commercial uses and does not have strong visibility from the US-60. This limited visibility
makes the Site challenging for many uses. Additionally significant amounts of development,
including employment, commercial, and residential uses, have taken place in the area over
the past 10+ years, impacting the viability of the Site under the current General Plan
designation and zoning. There have been considerable changes in the way people live, shop,
and work over this same time period. The proposed Rezone and Site Plan are consistent with
the Mesa General Plan, will enhance the surrounding area, complement adjacent uses, and
promote the health and welfare of current and future Mesa residents.
Additionally the design and layout of the Site are intended to influence future
development and redevelopment of the adjacent parcels east of the Site. The integration of
residential with neighborhood commercial uses creates a mixed-use, pedestrian-oriented
environment in employment corridors with limited arterial visibility. By creating the physical
infrastructure—pedestrian connections, commercially-activated eastern frontage, enhanced
streetscape—and the economic foundation of consistent foot traffic and proximate population
density. Adjacent property owners gain a tangible example of how residential-commercial
The Lincoln, December 2, 2025
2
integration creates mutually reinforcing value, catalyzing opportunities for adaptive reuse,
tenant mix optimization, and new development. This catalytic effect embodies the General
Plan's Evolve growth strategy, setting the stage for future redevelopment of an
underperforming corridor into a resilient, economically vibrant neighborhood where housing,
employment, and services function as an integrated system.
2. Site and Surrounding Area
The Mesa General Plan 2050 identifies the property as an Urban Center. The Site,
along with approximately 5 additional acres located directly to the east that front onto Crismon
Road, are zoned PEP-PAD (Planned Employment Park with a Planned Area Development
overlay). The Site is in the center of several different uses in an employment center with
several community amenities within walking distance.
General Plan
Designation
Zoning
Existing Use
Site
Urban
Center/Evolve
PEP PAD
(Proposed RM-2,
PAD)
Vacant Land
North
Urban
Center/Evolve
RS-43 PAD
CCV Church – Includes significant
recreation facilities, community
events, etc. - Assisted Living - United
States Post Office - Multi-Family
Residential Uses
South
Across Freeway,
Traditional
Residential/Sustain
Freeway and PAD
US 60 freeway, including interchange,
which puts nearest use to the south
over 500 feet away.
East
Urban
Center/Evolve and
Regional
Employment
Center/Evolve
PEP PAD and LC,
NC
Six restaurants within walking
distance, a Home Depot for home
improvement and employment, and
most importantly, a significant
HonorHealth hospital consisting of a
178-bed hospital and affiliated
medical services. Additionally, just
south of the HonorHealth hospital sits
approximately 45 acres of vacant land
designated for employment uses
within the General Plan.
West
Urban
Center/Evolve
RM-2 PAD
Bella Encanta Luxury Rental – With 2-,
3-, 4- and 5-bedroom homes for rent,
this is a different type of rental
community for a different sector of the
market than the proposed community
The Site has been zoned for employment/commercial uses since 2010. Despite
unprecedented growth for these type of uses, it has failed to develop consistent with the
entitlements, including the development of a Sherwin-Williams painting store, Dutch Bros.,
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3
and Eegee's. The Site's constraints (infill nature, lack of arterial street visibility, and access
limitations) and considerable changes in the commercial landscape with the proliferation of
online shopping limit its commercial viability. This trend was accelerated during the COVID-19
pandemic, which has further impacted traditional brick-and-mortar retail developments.
It is well-documented that Arizona is facing a significant housing crisis. An economic
study prepared in connection with the proposed rezoning (See Exhibit 11, Crismon & Hampton
Market Demand Study) has concluded:
• Rising housing costs, if not addressed, can hinder a community's future economic
growth and business development. Communities compete with one another for
economic development, business attraction, and a talented workforce.
• If the workforce cannot locate in the community, businesses will struggle to recruit
employees and the community's competitiveness will be affected.
• The Site's position behind existing commercial development significantly
diminishes its viability for high-quality retail or employment uses due to limited
visibility and accessibility from major arterials..
• Office vacancy rates in Mesa have increased from 7.8% in 2019 to 11.0% in 2024,
reflecting diminished demand for traditional office space due to remote and hybrid
work models.
• Brick-and-mortar retail facing continued pressure from e-commerce (16.2% of
retail spending occurring online in 2024, increasing to 30% by 2030)
• A townhome community would increase local population density, directly benefiting
nearby businesses through enhanced foot traffic and consumer spending without
requiring additional retail construction.
3. Proposed Rezone
This application requests rezoning from PEP/PAD to RM-2/PAD to accommodate a
townhome development. A townhome development introduces a platted housing option that
is not located within two miles of the Site, giving additional choices for people looking to live,
work, and shop in this area. The Lincoln will consist of a maximum of 112 residential units
on 9.11 gross acres (8.51 net acres), creating a density of 13.2 dwelling units per net acre.
The development provides a mix of unit sizes in front- and rear-facing units to meet diverse
housing needs while maintaining compatibility with surrounding land uses.
The Site Plan included in the application shows 102 residential units, which is a result
of the City’s prohibition on underground retention storage for platted residential
developments. The City is in the process of working through revisions to the engineering
standards to permit underground retention for platted developments. The changes to the
engineering standards are needed to create additional opportunities for alternative housing
choices in platted communities, providing additional housing choices within the City.
This development directly advances multiple goals from Mesa's Balanced Housing
Plan:
• Goal 1 - Innovative Development Standards: The requested PAD deviations described
below represent exactly the type of flexible zoning approach the Plan recommends to
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boost housing supply. By allowing reduced setbacks and increased lot coverage for
platted townhomes, this project demonstrates how modified standards can achieve
quality infill development.
• Goal 2 - Expand Housing Options: The Lincoln introduces a platted townhome product
not readily available in the area, expanding housing choices as recommended in
Strategy H1 of the General Plan and addressing the Plan's identified need for middle
housing types.
Development Standards
The development requests several modifications to the RM-2 zoning standards
through the use of a Planned Area Development (PAD) overlay. The proposed PAD overlay for
The Lincoln represents a thoughtful adjustment of Mesa's zoning standards to create a high-
quality, platted townhome community that addresses critical housing needs while respecting
the unique constraints of this infill site. These deviations are necessary to accommodate the
proposed townhomes that are not directly contemplated by any of the City’s existing zoning
districts. While RM-2 is the most appropriate available category, it is intended for traditional
multi-story apartment complexes and does not account for and creates a barrier for the
distinct lotting, layout, or design characteristics of individually platted, townhomes. The PAD
overlay serves as the appropriate mechanism to bridge this gap and ensure a high-quality,
well-integrated residential community. Considering this, Lincoln has been planned with the
following development standard deviations:
Development Standards
Zoning Category
RM-2
City of Mesa Standard
Proposed
Front-Loaded Units
Minimum Lot Area
7,200 sq.ft.
1,534 sq.ft.
Minimum Lot Width
36’
26’
Minimum Lot Depth
94’
59’
Minimum Front Setback
20’
3’ – garages
0’ - livable
Minimum Rear Setback
15’
11’ Livable/6’ Patio
Rear-Loaded Units
Minimum Lot Area
7,200 sq.ft.
1,333 sq.ft.
Minimum Lot Width
36’
21’
Minimum Lot Depth
94’
62’
Minimum Front Setback
20’
13’ Livable/9’ Patio
Minimum Rear Setback
15’
3’ – garages
0’ - livable
Minimum Side Setback (End
Units)
10’
0’
Minimum Freeway Setback
(South)
30’
10’ to the patio
15’ to livable
Max. Building Coverage (% of lot)
45%
70%
Max. Front Yard Paved Surface
50%
70%
The Lincoln, December 2, 2025
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Max. Covered Private Open
Space
50%
15%
Justifications for Deviations
Although additional details for the various deviations are grouped below, as a whole,
The Crismon meets or exceeds the City’s RM-2 standards by providing the following items:
• Providing 1,250 square feet of neighborhood commercial uses that are integrated into
the clubhouse, providing residents, guests, and passers-by with neighborhood
convenient and friendly services;
• Providing 2.55 acres of common and private open space;
• Providing 18 distinct elevation combinations of form and color, creating a highly varied
streetscape while maintaining a cohesive modern farmhouse and ranch character
with stucco, board-and-batten and masonry accents, and flat concrete tile roofs;
• The architecture exceeds the minimum requirement for alternative materials, with
masonry or board-and-batten treatments comprising roughly a quarter to over a third
of each elevation;
• Enhanced landscaping along Hampton Avenue frontage that exceeds the City’s
requirements by providing 36 trees (22 required) and 277 shrubs (132 required);
• Trees in private backyards that will be trimmed and maintained by the community
management company that are accessed via 36” maintenance gates that will be
secured by a maintenance easement;
• Enhanced pedestrian connections along Hampton Avenue and the private drive to
engage the adjacent properties;
• A shaded seating area at the corner of Hampton Avenue and the private drive;
• Units with front doors along Hampton Avenue and the private drive to engage with the
commercial development to the east;
• Designated pedestrian paths through the community; and
• Extensive and thoughtful amenities including a clubhouse with a fitness center, micro
offices, conference room, lounge, and covered patio; pool; pickleball court; artificial
and natural turf; barbeques; shade structures; picnic tables; playground equipment;
and a dog park and washing station.
Lot Area, Width, and Depth
The proposed lot dimensions for the Front- and Rear-Loaded residences deviates from
the RM-2 standards but are consistent and typical with the proposed attached housing. These
reductions are not indicative of diminished quality or intensity; rather, they reflect the use of
individual lots for each residence, as opposed to a single large parcel under common
ownership as is typically found in RM-2 developments. The Site is designed to function as a
cohesive whole, with open space provided in shared, accessible areas rather than on a per-
lot basis. The RM-2 standard for open space is 20,400 square feet (200 sf/unit). The Lincoln
far exceeds this requirement, providing 78,066 square feet (568 sf/unit) of usable common
open space and 33,089 square feet of private open space (rear yards), for a total of 111,115
square feet of total open space. Providing approximately 2.34 acres of total open space (27%
of the net site area) is not achievable complying with the typical standards. These
The Lincoln, December 2, 2025
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modifications support an efficient, context-sensitive development pattern that aligns with the
General Plan’s goals for infill and housing diversity.
Setbacks (Front, Side, Rear, Freeway)
Setback deviations include a 0-foot side setback (for end units), an 11-foot (front-
loaded units)/3-foot (rear-loaded units) rear setback to the back of the building (6’ to the back
of the patio for the front-loaded units), and a 10-foot freeway setback. The side setbacks are
typical of townhome developments where units share common walls. Rear and freeway
setbacks are mitigated through enhanced landscaping and buffering and the freeway frontage
presents no direct access or exposure concerns. Similar to the requested modifications to the
lot area, width, and depth, changes in the setback are driven by creating a platted townhome
community with 27% of total open space provided. Additionally, designated pedestrian paths
are provided throughout the community to provide safe and efficient circulation between the
residences and amenities. Collectively, these setbacks support a compact, walkable design
while maintaining appropriate separation and privacy.
Building Coverage
The proposed 70% building coverage exceeds the RM-2 standard due to the small size
of each individually platted lot. However, this figure does not reflect an increase in bulk or
intensity. As described above, the overall site provides a total of 27% open space, including
private yards and shared amenity areas, demonstrating that the development balances
building footprint with meaningful outdoor space. Additionally, the development contains a
comprehensive amenity package, which includes a seating areas, pool, clubhouse, dog park,
and playground equipment.
The Lincoln deliver a quality housing product that advances multiple Mesa General
Plan objectives while respecting neighborhood context. Rather than forcing inappropriate
standard requirements onto individually platted townhome lots, these thoughtful adjustments
create a development that: activates a long-vacant infill site, supports adjacent employment
and commercial uses; creates a complete, walkable community; and sets a precedent for
quality infill development. The modifications are minimal, purposeful, and result in a
development that exceeds the quality and community benefits of a standard RM-2
development.
PAD Criteria
Porter Kyle’s proposed development satisfies the PAD criteria found in Section 11-22-
1:
A. Well designed and integrated open space and/or recreational facilities held in
common ownership and of a scale that is proportionate to the use;
The development incorporates a network of well-designed, centrally located open
spaces and recreational amenities that are held in common ownership and scaled
appropriately to serve the community. A variety of spaces, including a pool, clubhouse, shaded
seating areas, playground, dog park, and passive gathering areas, are thoughtfully distributed
throughout the Site to ensure accessibility and promote interaction among residents. Several
of the residential buildings are oriented to front directly onto the private drive along the
The Lincoln, December 2, 2025
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eastern edge, activating this edge with pedestrian-friendly design and creating a visual and
functional connection to the adjacent commercial development. This arrangement
encourages walkability, supports casual interaction between uses, and enhances the sense
of place within the broader context.
B. Options for the design and use of private or public streets;
The Site is a challenging infill site with no changes proposed to the existing public
streets. Hampton Road is fully built.
C. Preservation of significant aspects of the natural character of the land;
There is nothing remarkable about this vacant commercially zoned property that would
require retention or preservation with the redevelopment. As is shown in the exhibits, the
proposed layout and elevations bring an exciting, fresh development to the area, providing
critical support to the struggling existing commercial developments.
D. Building design, site design, and amenities that create a unique and more
sustainable alternative to conventional development;
Porter Kyle has created a community that is attractively designed, aesthetically
landscaped, and provides an appropriate use of this challenging, infill redevelopment Site.
The proposed design and layout provide convenient, safe, and attractive pedestrian
connections throughout the development to the existing retail/commercial developments
east and north of the Site. Particular attention has also been given to provide pedestrians
with convenient access to centrally located amenities and open space areas.
E. Sustainable property owners' associations;
The development will be managed by a single property management company.
F. Maintenance of property held in common ownership through the use of recorded
covenants, conditions, and restrictions; and
Covenants, conditions, and restrictions will be prepared for the development.
G. Single or multiple land use activities organized in a comprehensive manner, and
designed to work together in common and in a synergistic manner to the benefit of both the
project and the neighboring area.
The proposed development is a thoughtfully organized residential community that
integrates a variety of land use elements, including multi-unit housing, open space amenities,
and pedestrian connections, into a cohesive and synergistic Site design. The layout places
active uses along the northern and eastern edge of the Site to engage directly with the
adjacent commercial development, while internal amenities such as the clubhouse, pool, dog
park, and gathering spaces serve both residents and contribute to a lively and walkable
neighborhood environment. The clubhouse includes an opportunity for a future neighborhood
commercial use with patrons accessing the future commercial services through a separately
dedicated entrance, ensuring operational independence from residential amenities and
creating direct visual and functional engagement with the commercial development to the
east.
The Lincoln, December 2, 2025
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The development exemplifies the Balanced Housing Plan's vision for integrated
communities. By providing housing units within walking distance of major employment
(HonorHealth's 178-bed hospital, Home Depot, six restaurants), the development reduces
transportation costs for households -critical given that transportation represents the second-
largest household expense at 15% of income. This proximity to employment helps to address
the Plan's finding that 166,000 Mesa residents currently commute out of the city daily, while
supporting local businesses through increased population density and consumer spending.
4. Conformance with General Plan
Porter Kyle is requesting a Minor General Plan Amendment to change the designation
from Urban Center to Urban Residential. This amendment more accurately reflects the Site’s
proposed use and provides support to the existing businesses and retail developments.
The existing Urban Center placetype is intended to support a broad mix of high-intensity
land uses, often anchored by commercial, civic, or transit-oriented functions. While the current
designation nominally allows different types of multiple residence housing as a supporting
land use, the physical and locational characteristics of this Site, particularly its limited street
frontage, lack of arterial visibility, and position behind existing commercial development,
make it an unlikely to develop with sustainable commercial uses. Instead, these constraints
make the Site far more appropriate for medium-density residential development.
The requested Urban Residential placetype designation aligns with the intent of the
General Plan to provide diverse housing types near key amenities and employment centers.
The proposed development supports several Core Values, Guiding Principles, and Strategies
of the General Plan, including:
• Diverse and Thriving Economy: The development directly supports this Core Value by
strengthening the relationship between housing and employment. Providing
neighborhood commercial services within a residential community located in
immediate proximity to existing residential developments and major employment
centers creates opportunities for reduced vehicular dependency, enhanced
walkability, improved quality of life for residents and workers, strengthened economic
vitality of adjacent commercial establishments, and a more integrated live-work-play
environment.
•
Housing Attainability: The Lincoln adds 113 townhomes to the City’s housing inventory
at a time when the City and the region face significant housing challenges. A
townhome development introduces a platted housing option that is not located within
two miles of the Site, giving additional choices for people looking to live, work, and
shop in this area. The integrated commercial component enhances resident quality of
life and housing value through convenient on-site services. The development supports
the Housing Guiding Principle (“Our housing is attainable for all”) and Strategy H1
(“Create more opportunities for housing options”) by introducing a medium-density
housing type that enhances local housing diversity. The townhome format, with 3- and
4-bedroom units, specifically addresses the needs of families and workforce
households that are priced out of single-family homes but seek alternatives to
apartment living.
The Lincoln, December 2, 2025
9
•
Complete Communities: The Lincoln adds a residential and neighborhood commercial
uses in close proximity to a major employment center (HonorHealth), shopping, dining,
and services. This supports Strategy N1 (“Promote complete communities”) and
encourages a live-work-play environment that is walkable and less reliant on vehicles.
the integration of land uses embodies the complete community concept central to the
General Plan.
•
Infill and Revitalization: The Site is a long-vacant, infill, commercially zoned parcel that
has not developed under its current entitlements despite significant growth in the area.
The adaptive approach—recognizing the Site's constraints (limited arterial visibility,
position behind existing commercial uses) and converting to residential with
supporting commercial—represents textbook infill redevelopment that activates
underutilized land and is encouraged by Strategy LU3 (“Encourage infill and
redevelopment to meet the community’s strategic needs”) and Strategy N2 (“Promote
adaptive reuse and infill”).
•
Employment Support: By adding housing within walking distance of major employers,
the
development
enhances
workforce
accessibility
and
local
economic
competitiveness. This supports the Economic Development Guiding Principle and
Strategy ED1 (“Attract businesses and employers”) by making it easier for employees
to live near their jobs.
•
Growth Strategy – Evolve: The Site falls within the General Plan’s Evolve category,
which encourages redevelopment, increased density, and improved integration of
residential and employment uses. The Lincoln embodies this strategy by
o Activating a long-vacant parcel with a use that responds to demonstrated
market conditions
o Increasing residential density appropriate for an employment corridor location
o Integrating commercial uses that serve both residents and nearby workers
o Creating pedestrian connections between residential, commercial, and
employment uses
In addition to the General Plan, The Lincoln aligns with the Goals of the Balanced
Housing Plan:
• Increased population density supporting local retail (addressing retail vacancy
concerns)
• Workforce retention near employment centers (supporting Goal 4)
• Property tax generation without significant infrastructure demands
• Catalyst effect for future redevelopment of underperforming commercial properties
5. Special Use Permit
In connection with the Rezoning request, Porter Kyle requests a Special Use Permit to
allow Neighborhood Commercial uses as provided for in Sections 11-70-5 and 11-31-9 of the
Mesa Zoning Ordinance. The neighborhood commercial use will be located in the same
building as the clubhouse, with its storefront designed to front onto the private drive along the
The Lincoln, December 2, 2025
10
eastern property boundary, creating direct visual and functional engagement with the
commercial development to the east. Pedestrians can access the clubhouse via sidewalk and
landscaped pathways leading from Hampton Avenue, while other commercial users can
directly access the commercially-planned portion of the clubhouse through the separately
dedicated entrance.
Although specific neighborhood commercial uses are not yet identified, planning for
them now demonstrates sound land use principles and positions the development to
positively influence future commercial development and redevelopment of the existing
commercial uses directly east of the Site. The modest commercial component will serve both
residents and nearby employees, strengthening the live-work-play environment envisioned by
the General Plan while supporting the economic viability of adjacent commercial
establishments.
Special Use Permit Criteria Analysis
Section 11-70-5.E: Required Findings for Special Use Permit
The proposed neighborhood commercial uses satisfy each of the four required findings
established in Section 11-70-5.E:
1. General Plan Consistency. As is detailed above in Section 4, the proposed
development will advance the goals and objectives of the General Plan.
2. District Consistency and Location Appropriateness. The location, size, design, and
operating characteristics of the proposed project are consistent with the purposes
of the district where it is located and conform with the General Plan and with any
other applicable City plan or policies. The commercial component is appropriately
scaled and designed for integration within the proposed RM-2 PAD district. The Site
is uniquely positioned between existing residential developments and an
established employment and commercial corridor. The proposed combination of
residential and neighborhood commercial uses creates a natural transition
between residential uses and adjacent commercial development.
3. Non-Injurious to Adjacent Properties. The proposed development will not be
injurious or detrimental to the adjacent or surrounding properties in the area, the
neighborhood, or to the general welfare of the City. Locating the neighborhood
commercial use within the clubhouse, adjacent to a private drive and facing the
existing commercial developments will avoid adverse impacts on adjacent
properties. The centralized location of the clubhouse when considering the overall
area provides convenient access for residents of The Lincoln and the commercial
users looking for a neighborhood commercial experience rather than a typical
commercial one.
4. Adequate Public Services and Infrastructure. Adequate public services, public
facilities and public infrastructure are available to serve the proposed
development.
Section 11-31-9: Commercial Uses in Any Residence District
The proposed neighborhood commercial uses satisfy the criteria established in Section 11-
31-9:
The Lincoln, December 2, 2025
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A. Applicable Policies. As is detailed in Section 4, the proposed development will
advance the goals and objectives of the General Plan. The development also meets
the Special Use Permit criteria and demonstrates compatibility with the
surrounding uses.
B. Site Plan. A comprehensive site plan, floor plan, and elevations have been
submitted showing integration of the neighborhood commercial uses within the
residential development. The clubhouse’s location creates visual and functional
connectivity with the adjacent commercial development, establishing a natural
transition between residential and commercial uses. Commercial patrons will
access the future commercial services through a separately dedicated entrance,
ensuring operational independence from residential amenities. Landscaped
pathways and sidewalks connect Hampton Avenue to the clubhouse, promoting
walkability. Pedestrian gates provide direct connections to commercial and
employment uses to the east and north, supporting reduced vehicular dependency.
C. Operational Plan. Appropriate measure will be taken to ensure any future
neighborhood commercial use is compatible with the proposed residences
including, but not limited to: structured complaint response protocols, litter control
measures, hours of operations, and Good Neighbor Policies. For additional details,
please see The Lincoln Operational Plan submitted concurrent with this
application.
D. Addresses Adverse Impacts. The integrated neighborhood commercial use within
the clubhouse does not create any adverse impacts. The layout of the development
provides paved access and on-site circulation to the residential and commercial
uses. The clubhouse is positioned within the development's interior, surrounded
by residential units and enhanced landscaping providing natural buffering.
Commercial access is designed to minimize circulation through residential areas.
The separately dedicated commercial entrance directs patron activity away from
residential units.
The Special Use Permit request for neighborhood commercial uses satisfies all
required findings under Section 11-70-5.E and all criteria under Section 11-31-9. The
thoughtfully integrated neighborhood commercial component advances multiple General Plan
goals, objectives, and strategies while enhancing resident quality of life, supporting complete
communities, and strengthening the relationship between residential and employment uses.
The neighborhood commercial component advances Balanced Housing Plan
Recommendation 3-3: 'Facilitate co-location of essential services to support housing.' By
integrating commercial services within a residential development, the project creates the type
of complete community that:
• Reduces vehicle dependency
• Provides walkable access to services for residents without vehicles
• Creates economic synergies between residential and commercial uses
• Demonstrates innovative mixed-use development that can catalyze similar projects
The Lincoln, December 2, 2025
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Planning for these commercial uses now, even before specific tenants are identified,
demonstrates forward-thinking land use planning that positions the development to positively
influence future development patterns in the surrounding area. The commercial component
strengthens rather than undermines the residential character, creating a self-sustaining
community environment.
6. Site Plan
Careful consideration has gone into planning this community. Porter Kyle, as an
experienced developer, has created a platted community that is attractively designed,
aesthetically landscaped, and provides an appropriate use of this challenging, underutilized
Site. See Exhibit 2, Site Plan and Exhibit 3, Preliminary Landscape Plan. The Lincoln is a
gated community that will consist of approximately 113 platted lots at a density of
approximately 13.3 net du/ac. The proposed design and layout provide convenient, safe, and
attractive
pedestrian
connections
throughout
the
development
to
the
existing
retail/commercial developments east and north of the Site by way of pedestrian gates.
Particular attention has also been given to provide pedestrians with convenient access to
centrally located amenities and open space areas.
The Lincoln is comprised of 2-story townhomes. See Exhibit 5, Building Elevations.
The buildings are appropriately located throughout the Site, with the buildings arranged along
the perimeter of a large central courtyard, creating a centralized neighborhood gathering area.
See Exhibit 4, Amenity Area. The clubhouse, which includes the neighborhood commercial
component, is strategically positioned along the eastern edge of the development, fronting
onto the private drive to create direct visual and functional engagement with the adjacent
commercial development. This intentional placement establishes the clubhouse as a
community focal point and a transitional element that bridges residential and commercial
uses, supporting the development's role in creating a complete, walkable neighborhood.
Additionally, the strategic arrangement of the townhome buildings establishes open space
pockets throughout the development, fostering community interaction while preserving
privacy.
Access to the development is provided via two gated entry points on the access road
from Hampton Avenue along the eastern property boundary, with an additional exit-only gate
to the access road. The internal circulation network consists of 27-foot-wide private driveways
with 5-foot sidewalks throughout the development to facilitate pedestrian movement.
Commercial patrons can access the neighborhood commercial use through a separately
dedicated entrance, ensuring operational independence from residential amenities while
maintaining integrated site design. Pedestrian pathways and landscaped connections from
Hampton Avenue provide convenient access to the commercial uses for both residents and
nearby employees, supporting reduced vehicular dependency and enhanced walkability.
Landscaping, Amenities, and Open Space
The overall landscape theme is inspired by the Sonoran Desert with accents of lush,
native and native adapted, desert oasis landscaping at focal points to create an environment
of luxury resort living at The Lincoln. See Exhibit 3, Preliminary Landscape Plan. As shown
on the Conceptual Landscape Plan, the design, elements, and materials create a sense of
The Lincoln, December 2, 2025
13
community and neighborhood, both echoing the architectural character and responding to the
desert landscape surrounding it. The elements and features are designed to create a “sense
of place” and a permanence achieved by relating the elements to the “human scale” and
integrating with the architecture.
The landscape palette is a combination of native and non-native plant material that
draws from the lush desert look and feel of an adapted Sonoran Desert residential experience.
The use of palms at the pool area creates a sense of priority and a resort style look and feel.
The landscape palette provides a diversity of colorful plant materials that enhance the
community environment throughout the year with a variety of compositions, texture, and
seasonal color, while focusing on shade in the pedestrian areas. The hardscape and
pedestrian amenities throughout the Site integrate design cues from the architectural
vernacular and design elements of the building architecture. Together these elements
embrace the architecture of the proposed buildings and blend with the existing built
environment of the area.
There are two primary focal points within this development. The first is the traffic circle
and main entrance into the Site which includes significant hardscape and landscape
enhancements, focusing on creating a "sense of arrival". The second focal point is the amenity
area. See Exhibit 4, Amenity Plan. Residents will benefit from a comprehensive amenity
package anchored by a large clubhouse with over 1,000 square-feet of outdoor patio space
with seating areas and the adjacent pool area. This central recreation hub serves as the
community focal point, complemented by two dedicated dog parks, a playground area, and
additional landscaped recreation zones. These carefully distributed amenity spaces ensure
all residents maintain convenient access to recreation opportunities regardless of unit
location within the development. Combined, the amenities provided create multi-generational
recreational opportunities for the community. The development also demonstrates a strong
commitment to open space, providing a total of 2.34± acres of combined open space, which
is 27±% of the net site area. This open space is divided between 1.46± acres of common
open space and 0.88± acres of private open space.
Architecture
The architecture for The Lincoln is intentionally elevated and supports the request for
PAD deviations and meeting the listed architectural deviations through the City’s “alternative
compliance” provisions. Across just 23 residential buildings, there are 18 distinct elevation
combinations of form and color, creating a highly varied streetscape while maintaining a
cohesive modern farmhouse and ranch character with stucco, board-and-batten and masonry
accents, and flat concrete tile roofs. The proposed architecture for The Lincoln will feature
modern farmhouse and ranch exterior styles utilizing clean, simple forms with four different
color schemes that blend and complement the desert landscape. See Exhibit 5, Building
Elevations. The Lincoln provides additional housing choices in the area, exclusively with 3-
and 4-bedroom homes. Materials utilized will be stucco, fiber cement board and batten, and
flat concrete roof tile. See Exhibit 6, Color & Material Palette. The colors and porch forms will
vary from one unit to the next to create individuality and add diversity, while the primary
second floor masses will tie together across the building creating a strong visual element and
presence throughout the community. See Exhibit 7, Floor Plans.
The Lincoln, December 2, 2025
14
The clubhouse is the architectural focal point of the community, blending the ranch
and farmhouse vocabulary into a landmark building with a generous pool-side patio and a
separately accessed SUP neighborhood commercial space that reinforces the project’s
walkable, mixed-use feel. Rooflines, second-story masses, patios, and facades are all strongly
articulated so that garages are visually de-emphasized and building mass is broken into
smaller, human-scaled components, satisfying the intent of the City’s 3-foot garage overhang
and other prescriptive façade standards through alternative compliance rather than strict
dimensional replication. Building footprints, porches, and patios are deliberately designed to
frame large private outdoor rooms; where the Zoning Ordinance requires only 120 square feet
of private open space per unit, with 60 square feet covered, our homes provide roughly 324
square feet of private open space per unit while still delivering the required 60 square feet of
covered area, so that usable private open space becomes a defining architectural feature of
each home. In addition, every façade substantially exceeds the minimum requirement for
alternative materials, with masonry or board-and-batten treatments comprising roughly a
quarter to over a third of each elevation, ensuring all four sides of the buildings are well-
composed and visually rich. Collectively, this level of variation, material quality, façade
articulation, and private open-space-driven architecture demonstrates that the requested
architectural
deviations—implemented
through
alternative
compliance—are
minor,
purposeful, and result in a community that far surpasses a code-minimum RM-2 development.
Theme Walls, Entry Gates, and Entry Monument
The theme walls, view fencing, and entry monument have been designed to be
consistent with the residential building elevations and landscaping theme. See Exhibit 8, Wall
Plan & Details and Exhibit 9, Monument Details. The site elements are a mixture of accent
metal, wrought iron fencing, and stucco walls to match the residential building architecture.
These elements transition into the landscape with the use of a strong foundation planting
palette.
6. Conclusion
The Lincoln is a thoughtfully designed, high-quality, platted townhome community with
the opportunity for a future neighborhood commercial use that transforms a challenging infill
Site into a vibrant and livable community. The requested Special Use Permit for neighborhood
commercial uses within the clubhouse represents forward-thinking land use planning that
advances multiple General Plan objectives by integrating a future neighborhood commercial
use within a residential community. The commercial component is appropriately scaled,
strategically positioned, and comprehensively managed to ensure compatibility with the
residential character while serving residents and nearby employees. The development offers
a well-rounded lifestyle for future residents while enhancing the surrounding area through
intentional design, strong pedestrian connectivity, and direct engagement with the adjacent
commercial uses to the east. This proposal aligns with the goals and policies of the City’s
General Plan and is compatible with surrounding development. The result is a sustainable,
visually appealing community that contributes positively to the character of the area. We
respectfully request your approval.
VAN
120100
MULTI-SLIDE
DOOR
3080 FX
W/ 3016 FX
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W/3016 FX
3080 FX
W/3016 FX
3080 FX
W/3016 FX
1080 FX
3046 FX
3046 FX
3046 FX
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4080 FX
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2080 FX
W/ 2016 FX
2080 FX
W/ 2016 FX
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4080 FX
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3080 FX
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4080 FX
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4080 FX
W/ 4016 FX
4080 FX
W/ 4016 FX
WELCOME
LOUNGE
OFFICE
CONFERENCE
ROOM
COVERED
PATIO
COVERED
PATIO
E
FIRE
RISER
MICRO
OFF 2
DATA/
STORAGE
FLEX
FITNESS
MECH/UTIL
RESTROOM
RESTROOM
MICRO
OFF 1
COVERED
PATIO
RESTROOM
RESTROOM
E HAMPTON AVENUE
ADOT CHANNEL
PROPOSEDCATCH
BASIN (TYP.)
PROPOSED STORM
DRAIN PIPE (TYP.)
PROPOSED CATCH
BASIN (TYP.)
2' - 3'
RETAINING WALL
1' - 2'
RETAINING WALL
1' - 2'
RETAINING WALL
2' - 3'
RETAINING WALL
2' - 3'
RETAINING WALL
2' - 3'
RETAINING WALL
1' - 2'
RETAINING WALL
PROPOSED STORM
DRAIN PIPE (TYP.)
PROPOSED CATCH
BASIN (TYP.)
EXISTING BLEED OFF
PROPOSED CATCH
BASIN (TYP.)
FF=97.00
FF=96.75
FF=96.50
FF=96.50
FF=96.75
FF=97.00
FF=96.75
FF=98.25
FF=98.00
FF=98.00
FF=96.50
FF=96.75
FF=97.00
FF=97.75
FF=97.50
FF=97.50
FF=97.50
FF=97.50
FF=97.50
FF=97.50
FF=98.00
FF=97.75
FF=97.50
FF=98.25
FF=98.00
FF=98.25
FF=98.00
FF=98.00
FF=98.25
FF=98.25
FF=01.50
FF=01.25
FF=01.00
FF=01.25
FF=01.50
FF=01.75
FF=0.25
FF=0.00
FF=99.50
FF=99.25
FF=99.00
FF=99.00
FF=99.00
FF=98.25
FF=98.50
FF=99.00
FF=99.25
FF=99.50
FF=99.25
FF=01.00
FF=0.75
FF=0.50
FF=0.50
FF=99.75
FF=99.50
FF=0.75
PROPOSED
BLEEDOFF LINE
(TYP.)
4' RETAINING WALL
WITH HANDRAIL
3' RETAINING WALL
3' RETAINING WALL
3.5' RETAINING WALL
WITH HANDRAIL
BASIN B3
HW=98.00
TOE=95.00
VR=3,896 CF
VP=4,412 CF
BASIN B4
HW=97.0
TOE=93.5
VR=7,354 CF
VP=8,084 CF
BASIN B2
HW=98.0
TOE=95.0
VR=4,548 CF
VP=7,535 CF
BASIN B1
HW=95.50
TOE=92.00
VR=46,883 CF
VP=52,755 CF
BASIN B5
HW=96.50
TOE=93.50
VR=1,985 CF
VP=4,442 CF
3' RETAINING WALL
DRAINAGE AREA A1
DRAINAGE AREA A2
DRAINAGE AREA A2
DRAINAGE AREA A2
DRAINAGE AREA A6
DRAINAGE AREA A5
DRAINAGE
AREA A4
DRAINAGE
AREA A3
CONNECT TO EXISTING
STORM DRAIN AND
ROUTE TO BASIN B1
EX. 1.0' VNAE
PER BK 1528,PG 6, MCR
EX. 8.0' POWER DISTRIBUTION EASEMENT
PER DOC 2021-0706308, MCR
DOC 2021-1105044, MCR
8.0' POWER DISTRIBU
PER DOC 2020-100
8.0' POWER DISTRIBUTION EASEMENT
PER DOC 2020-1000702, MCR
8.0' POWER
DISTRIBUTION ESMT PER
DOC 2020-1000702, MCR
1.0' VNAE PER
BK 1528, PG 6, MCR
10.0' PUFE PER
BK 1528, PG 6, MCR
31.0' INGRESS/EGRESS & PUFE
PER BK 1528, PG 6, MCR
EX. 31.0' INGRESS/EGRESS & PUFE
PER BK 1528, PG 6, MCR
EX. DRAINAGE ESMT PER
BK 1528, PG 6, MCR
(TO BE ABANDONED)
EX. 20.0' PUFE PER
BK 1528, PG 6, MCR
(TO BE ABANDONED)
EX. 24.0' FIRE LANE &
PUFE PER BK 1528, PG 6, MCR
(TO BE ABANDONED)
EX. TDE PER
BK 1528, PG 6, MCR
EX. 5.0'
S/W
EX. 20.0'
F/C
EX. 49.1'
F/C
EX. 6.0'
S/W
31.0' INGRESS/EGRESS & PUFE
PER BK 1528, PG 6, MCR
(TO BE ABANDONED)
EX. PUFE PER BK 1528, PG 6, MCR
EX. PUFE PER BK 1528, PG 6, MCR
EX. PUFE PER BK 1528, PG 6, MCR
EX. PUEF PER BK 1528, PG 6, MCR
(TO BE ABANDONED)
EX. CHAIN
LINK FENCE
EX. WALL
EX. DRIVEWAY
(TO BE REMOVED)
EX. DRIVEWAY
(TO BE REMOVED)
EX. PUFE PER BK 1528, PG 6, MCR
ULTIMATE
OUTFALL= 94.52
MECHANICAL BLEED-OFF TO
ADOT CHANNEL FOR
UNDERGROUND RETENTION
Designer:
Drawn by:
Project:
Sheet No.
Job No.
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602)263-1100
w w w . e p s g r o u p i n c . c o m
T:480.503.2250
F:480.503.2258
|
1130 N Alma School Road
Suite 120
Mesa, AZ 85201
24-0510 - THE LINCOLN
THE LINCOLN
MESA, ARIZONA
EPS
EPS
24-0510
of
1
54247
TAYLOR S.
BILLS
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PG01
Preliminary Grading & Drainage Plan
1
A PORTION OF SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 34,
TOWNSHIP 1 NORTH, RANGE 7 EAST OF THE GILA AND SALT RIVER MERIDIAN
CITY OF MESA, MARICOPA COUNTY, ARIZONA
CIVIL ENGINEER
EPS GROUP, INC.
1130 N. ALMA SCHOOL ROAD, STE. 120 MESA,
ARIZONA 85201
PHONE: (623) 234-8556
CONTACT: TAYLOR BILLS, P.E.
EMAIL: taylor.bills@epsgroupinc.com
THIS SITE IS LOCATED WITHIN "ZONE X" AS SHOWN ON FLOOD
INSURANCE RATE MAP NUMBER 04013C2315L. ZONE X IS DEFINED AS
AREAS OF 0.2% ANNUAL CHANCE FLOOD HAZARD, AREAS OF 1%
ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH LESS THAN ONE
FOOT OR WITH DRAINAGE AREAS OF LESS THAN ONE SQUARE MILE.
LEGEND
FF=
G
VOLUME REQUIRED FOR 100-YR 2-HR STORM EVENT:
VREQ = C * P / 12 * A
WHERE:
VREQ = RUNOFF VOLUME (CF)
C
= WEIGHTED RUNOFF COEFFICIENT
P
= 100-YR, 2-HR RAINFALL DEPTH (IN) = 2.20-IN
A
= DRAINAGE AREA IN SF
RETENTION CALCULATIONS
CITY OF MESA AT INTERSECTION OF CRISMON ROAD AND THE US 60. BRASS TAG TOP OF CYRB
IN MEDIAN APPROXIMATELY 440 FEET SOUTH OF T.1N, R.7E EAST 1/4 CORNER.
ELEVATION = 1497.36 2020/2021 COM SMARTNET NAVD 88
CITY OF MESA AT INTERSECTION OF ELLSWORTH ROAD AND SOUTHERN ROAD. BRASS TAG TOP
OF CURB SOUTHEAST CORNER.
ELEVATION = 1479.84 2020/2021 COM SMARTNET NAVD 88
CITY OF MESA AT INTERSECTION OF ELLSWORTH ROAD AND BASELINE ROAD. BRASS TAG TOP
OF CURB NORTHEAST CORNER.
ELEVATION = 1445.41 2020/2021 COM SMARTNET NAVD 88
BASIS OF BEARING
BENCHMARKS
FLOOD ZONE INFORMATION
SEWER LINE
SEWER MANHOLE
WATER LINE
FIRE HYDRANT
WATER VALVE
FINISHED FLOOR
SLOPE DIRECTION
STORM DRAIN PIPE
TRENCH DRAIN PIPE
CATCH BASIN
DRYWELL
GUTTER
NORTH
SITE
VICINITY MAP
THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 34, TOWNSHIP 1 NORTH, RANGE 7
EAST, SAID LINE BEING BETWEEN A MARICOPA COUNTY HIGHWAY DEPARTMENT BRASS CAP IN
A HANDHOLE MARKING THE NORTH QUARTER CORNER OF SAID SECTION 34 AND A MARICOPA
COUNTY HIGHWAY DEPARTMENT BRASS CAP IN A HANDHOLE MARKING THE NORTHEAST
CORNER OF SAID SECTION 34,
THE BASIS OF BEARING BEING NORTH 89 DEGREES 56 MINUTES 18 SECONDS EAST.
40
0
40
80
scale
feet
PRELIMINARY GRADING & DRAINAGE PLAN
FOR
THE LINCOLN
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF MARICOPA, STATE OF
ARIZONA, AND IS DESCRIBED AS FOLLOWS:
LOTS 5 AND 6, OF SWC CRISMON ROAD & HAMPTON AVENUE, ACCORDING TO THE PLAT
RECORDED IN BOOK 1528 OF MAPS, PAGE 6, AND AFFIDAVIT OF CORRECTION RECORDED IN
DOCUMENT NO. 20200880067, RECORDS OF MARICOPA COUNTY, ARIZONA.
APN: 220-82-006 AND 220-82-007
LEGAL DESCRIPTION PER FIRST AMERICAN TITLE INSURANCE COMPANY, AND ITS AGENT,
LANDMARK TITLE ASSURANCE AGENCY OF ARIZONA LLC (CB) COMMITMENT FOR TITLE
INSURANCE WITH FILE NO. 06208165-026-NM2, HAVING AN EFFECTIVE DATE OF JULY 22, 2024.
LEGAL DESCRIPTION
DEVELOPER
PORTER KYLE
8502 E. PRINCESS DRIVE, STE. 180
SCOTTSDALE, ARIZONA 85255
PHONE: (480) 542-1221
CONTACT: MIKE STEPHAN
EMAIL: MSTEPHAN@PORTERKYLE.COM
RETENTION SUMMARY TABLE
RETENTION
DRAINAGE AREA
(SF)
WEIGHTED
RUNOFF
COEFFICIENT "C"
VOLUME
REQUIRED (CF)
VOLUME
PROVIDED (CF)
B1
296,109
0.86
46,883
52,755
B2
31,007
0.80
4,548
7,535
B3
25,600
0.83
3,896
4,412
B4
48,322
0.83
7,354
8,084
B5
15,242
0.71
1,985
4,442
TOTAL
64,666
77,228
VAN
120100
MULTI-SLIDE
DOOR
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2080 FX
W/ 2016 FX
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WELCOME
LOUNGE
OFFICE
CONFERENCE
ROOM
COVERED
PATIO
COVERED
PATIO
E
FIRE
RISER
MICRO
OFF 2
DATA/
STORAGE
FLEX
FITNESS
MECH/UTIL
RESTROOM
RESTROOM
MICRO
OFF 1
COVERED
PATIO
RESTROOM
RESTROOM
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8" W
8" S
8" W
8" S
8" W
8" S
8" W
8" S
8" W
8" S
8" W
8" S
8" W
8" S
8" W
8" S
8" W
8" S
8" W
8" S
8" W
8" S
8" W
8" S
8" W
8" S
E HAMPTON AVENUE
1" WATER SERVICE
(WATER METER TURNED
90° WITH NO BEND
BETWEEN METER AND
MAIN) WITHIN PUE (TYP)
FIRE HYDRANT (TYP)
EX 8" DIP WATERLINE
EX 8" DIP WATERLINE
FIRE HYDRANT (TYP)
EX. 1.0' VNAE
PER BK 1528,PG 6, MCR
EX. 8.0' POWER DISTRIBUTION EASEMENT
PER DOC 2021-0706308, MCR
DOC 2021-1105044, MCR
8.0' POWER DISTRIBUTION ESMT
PER DOC 2020-1000702, MCR
8.0' POWER DISTRIBUTION EASEMENT
PER DOC 2020-1000702, MCR
8.0' POWER
DISTRIBUTION ESMT PER
DOC 2020-1000702, MCR
1.0' VNAE PER
BK 1528, PG 6, MCR
10.0' PUFE PER
BK 1528, PG 6, MCR
31.0' INGRESS/EGRESS & PUFE
PER BK 1528, PG 6, MCR
EX. 31.0' INGRESS/EGRESS & PUFE
PER BK 1528, PG 6, MCR
EX. DRAINAGE ESMT PER
BK 1528, PG 6, MCR
(TO BE ABANDONED)
EX. PUFE PER BK 1528, PG 6, MCR
EX. PUFE PER BK 1528, PG 6, MCR
EX. PUFE PER BK 1528, PG 6, MCR
EX. PUFE PER BK 1528, PG 6, MCR
EX. 20.0' PUFE PER
BK 1528, PG 6, MCR
(TO BE ABANDONED)
EX. 24.0' FIRE LANE &
PUFE PER BK 1528, PG 6, MCR
(TO BE ABANDONED)
EX. FH
EX. FH
EX. PUEF PER BK 1528, PG 6, MCR
(TO BE ABANDONED)
EX. CHAIN
LINK FENCE
EX. FH
EX. WALL
EX. TDE PER
BK 1528, PG 6, MCR
EX. 5.0'
S/W
EX. 20.0'
F/C
EX. 49.1'
F/C
EX. 6.0'
S/W
31.0' INGRESS/EGRESS & PUFE
PER BK 1528, PG 6, MCR
(TO BE ABANDONED)
EX. DRIVEWAY
(TO BE REMOVED)
EX. DRIVEWAY
(TO BE REMOVED)
SEWER MANHOLE (TYP)
8" PUBLIC WATER LINE
WITHIN 20' PUE (TYP)
CONNECT TO EXISTING
PUBLIC SEWER STUB
4" SEWER SERVICE (TYP)
4" SEWER SERVICE (TYP)
CONNECT TO EXISTING
8" PUBLIC WATER
UTILIZE EXISTING 1"
METER FOR CLUBHOUSE
6" FIRE SPRINKLER LINE
FOR CLUBHOUSE
CONNECT TO EXISTING
8" PUBLIC WATER
MECHANICAL BLEED-OFF TO
ADOT CHANNEL FOR
UNDERGROUND RETENTION
8" PUBLIC SEWER
WITHIN 20' PUE (TYP)
SEWER MANHOLE (TYP)
FIRE HYDRANT (TYP)
4" SEWER SERVICE (TYP)
8" PUBLIC SEWER
WITHIN 20' PUE (TYP)
SEWER MANHOLE (TYP)
8" PUBLIC WATER LINE
WITHIN 20' PUE (TYP)
8" PUBLIC SEWER
WITHIN 20' PUE (TYP)
8" PUBLIC WATER LINE
WITHIN 20' PUE (TYP)
1" WATER SERVICE AND
METER WITHIN PUE (TYP)
FIRE HYDRANT (TYP)
4" SEWER SERVICE (TYP)
8" PUBLIC SEWER
WITHIN 20' PUE (TYP)
8" PUBLIC WATER LINE
WITHIN 20' PUE (TYP)
FIRE HYDRANT (TYP)
20.0'
PUE
20.0'
PUE
20.0'
PUE
20.0'
PUE
20.0'
PUE
20.0'
PUE
20.0'
PUE
20.0'
PUE
20.0'
PUE
20.0'
PUE
20.0'
PUE
6" VERT CURB ADJACENT
TO WATER METER (TYP).
SEE WATER METER
PROTECTION DETAIL.
SEE WATER METER
PROTECTION DETAIL
20.0'
PUE
1" WATER SERVICE (WATER METER
TURNED 90° WITH NO BEND
BETWEEN METER AND MAIN)
WITHIN PUE (TYP)
1" WATER SERVICE
(WATER METER TURNED
90° WITH NO BEND
BETWEEN METER AND
MAIN) WITHIN PUE (TYP)
1" WATER SERVICE
(WATER METER TURNED
90° WITH NO BEND
BETWEEN METER AND
MAIN) WITHIN PUE (TYP)
8" PUBLIC WATER LINE
WITHIN 20' PUE (TYP)
8" PUBLIC WATER LINE
WITHIN 20' PUE (TYP)
8" PUBLIC WATER LINE
WITHIN 20' PUE (TYP)
8" PUBLIC WATER LINE
WITHIN 20' PUE (TYP)
8" PUBLIC WATER LINE
WITHIN 20' PUE (TYP)
CONNECT TO EXISTING
8" PUBLIC WATER
13.5'
B/C
Designer:
Drawn by:
Project:
Sheet No.
Job No.
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602)263-1100
w w w . e p s g r o u p i n c . c o m
T:480.503.2250
F:480.503.2258
|
1130 N Alma School Road
Suite 120
Mesa, AZ 85201
24-0510 - THE LINCOLN
THE LINCOLN
MESA, ARIZONA
EPS
EPS
24-0510
of
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54247
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UT01
Preliminary Utility Plan
1
A PORTION OF SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 34,
TOWNSHIP 1 NORTH, RANGE 7 EAST OF THE GILA AND SALT RIVER MERIDIAN
CITY OF MESA, MARICOPA COUNTY, ARIZONA
CIVIL ENGINEER
EPS GROUP, INC.
1130 N. ALMA SCHOOL ROAD, STE. 120
MESA, ARIZONA 85201
PHONE: (623) 234-8556
CONTACT: TAYLOR BILLS, P.E.
EMAIL: taylor.bills@epsgroupinc.com
DEVELOPER
PORTER KYLE
8502 E. PRINCESS DRIVE, STE. 180
SCOTTSDALE, ARIZONA 85255
PHONE: (480) 542-1221
CONTACT: MIKE STEPHAN
EMAIL: MSTEPHAN@PORTERKYLE.COM
LEGEND
FF=
G
CITY OF MESA AT INTERSECTION OF CRISMON ROAD AND THE US 60.
BRASS TAG TOP OF CYRB IN MEDIAN APPROXIMATELY 440 FEET SOUTH OF
T.1N, R.7E EAST 1/4 CORNER.
ELEVATION = 1497.36 2020/2021 COM SMARTNET NAVD 88
CITY OF MESA AT INTERSECTION OF ELLSWORTH ROAD AND SOUTHERN
ROAD. BRASS TAG TOP OF CURB SOUTHEAST CORNER.
ELEVATION = 1479.84 2020/2021 COM SMARTNET NAVD 88
CITY OF MESA AT INTERSECTION OF ELLSWORTH ROAD AND BASELINE
ROAD. BRASS TAG TOP OF CURB NORTHEAST CORNER.
ELEVATION = 1445.41 2020/2021 COM SMARTNET NAVD 88
BASIS OF BEARING
BENCHMARKS
SEWER LINE
SEWER MANHOLE
WATER LINE
FIRE HYDRANT
WATER VALVE
FINISHED FLOOR
SLOPE DIRECTION
STORM DRAIN PIPE
TRENCH DRAIN PIPE
CATCH BASIN
DRYWELL
GUTTER
NORTH
SITE
VICINITY MAP
THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 34,
TOWNSHIP 1 NORTH, RANGE 7 EAST, SAID LINE BEING BETWEEN A
MARICOPA COUNTY HIGHWAY DEPARTMENT BRASS CAP IN A
HANDHOLE MARKING THE NORTH QUARTER CORNER OF SAID
SECTION 34 AND A MARICOPA COUNTY HIGHWAY DEPARTMENT BRASS
CAP IN A HANDHOLE MARKING THE NORTHEAST CORNER OF SAID
SECTION 34,
THE BASIS OF BEARING BEING NORTH 89 DEGREES 56 MINUTES 18
SECONDS EAST.
40
0
40
80
scale
feet
PRELIMINARY UTILITY PLAN
FOR
THE LINCOLN
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF
MARICOPA, STATE OF ARIZONA, AND IS DESCRIBED AS FOLLOWS:
LOTS 5 AND 6, OF SWC CRISMON ROAD & HAMPTON AVENUE,
ACCORDING TO THE PLAT RECORDED IN BOOK 1528 OF MAPS, PAGE 6,
AND AFFIDAVIT OF CORRECTION RECORDED IN DOCUMENT NO.
20200880067, RECORDS OF MARICOPA COUNTY, ARIZONA.
APN: 220-82-006 AND 220-82-007
LEGAL DESCRIPTION PER FIRST AMERICAN TITLE INSURANCE COMPANY,
AND ITS AGENT, LANDMARK TITLE ASSURANCE AGENCY OF ARIZONA
LLC (CB) COMMITMENT FOR TITLE INSURANCE WITH FILE NO.
06208165-026-NM2, HAVING AN EFFECTIVE DATE OF JULY 22, 2024.
LEGAL DESCRIPTION
WATER METER
PROTECTION DETAIL
1"=10'
6" VERTICAL CURB
TO PROTECT METER
FROM VEHICLES
(TYP)
TURN WATER METER 90°
WITH NO BENDS IN SERVICE
LINE BETWEEN METER AND
MAIN
PROPOSED
WATER
EASEMENT
NOTE:
EXISTING PUBLIC WATERLINES IN CONFLICT WITH PROPOSED
IMPROVEMENTS WITHIN THE SITE TO BE REMOVED AND EASEMENTS
ABANDONED.
Project No. 24-0510
Date: November 2025
Preliminary Drainage Report
For
The Lincoln
Mesa, Arizona
Owner/Developer
Porter-Kyle
8502 E. Princess Drive, Suite 180
Scottsdale, AZ 85255
Phone: 480.542.1221
Contact: Mike Stephan
Email: mstephan@porterkyle.com
1130 N. Alma School Road, Suite 120
Mesa, AZ 85201
o: 480.503.2250
f: 480.503.2258
54247
TAYLOR S.
BILLS
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11/26/25
1
Table of Contents
1.0
Introduction .................................................................................................................................................... 2
1.1
Project Description .......................................................................................................................................... 2
2.0
Project Background ...................................................................................................................................... 2
2.1
National Flood Insurance Program ............................................................................................................ 2
3.0
Existing Onsite Conditions......................................................................................................................... 3
4.0
Offsite Retention ........................................................................................................................................... 3
5.0
Onsite Retention ........................................................................................................................................... 4
6.0
Retention Percolation .................................................................................................................................. 4
7.0
Methodology and Criteria .......................................................................................................................... 4
7.1
Rational Method ............................................................................................................................................... 4
7.2
Time of Concentration .................................................................................................................................... 5
7.3
Manning’s Equation ......................................................................................................................................... 5
7.4
Catch Basin Design .......................................................................................................................................... 6
7.5
Storm Drains ....................................................................................................................................................... 6
7.6
Onsite Retention Requirements .................................................................................................................. 7
7.6.1
Required Retention Volume .......................................................................................................... 7
7.7
Ultimate Outfall and Finished Floor........................................................................................................... 7
8.0
Conclusions ..................................................................................................................................................... 7
9.0
References ....................................................................................................................................................... 8
List of Appendices
Appendix A
Figures
Appendix B
Retention Calculations
2
1.0 Introduction
The Lincoln (the Project) is a proposed 370,785 square feet townhome (8.51 ac) site with 102 units
located approximately 370 feet west of the E Hampton Ave and S Crismon Rd intersection. The
Project can be further located in the Northeast quarter of Section 34, Township 1 North, Range 7
East of the Gila and Salt River Meridian, Maricopa County, Arizona, Assessor Parcel Numbers (APN)
220-82-007 and 220-82-006. See Figure 1.
The Project is an infill development bound by Hampton Ave to the north, an existing commercial
development to the east, an ADOT drainage channel to the south, and an existing single-family
subdivision to the west.
Figure 1 - Vicinity Map
1.1 Project Description
The Project consists of 102 attached garage townhome style units and a clubhouse, landscape, on-
site parking, and associated amenities.
2.0 Project Background
2.1 National Flood Insurance Program
This site is located within FEMA Flood Zone X as shown on FEMA Flood Insurance Rate Map
04013C2315L dated October 16, 2013. See Figure 2.
3
Flood Zone X is defined as:
Areas of 0.2% annual chance flood; areas of 1% annual chance flood with average depths of less
than one (1) foot or with drainage areas less than one (1) square mile; and areas protected by
levees from 1% annual chance flood.
Figure 2 - FIRMette
3.0 Existing Onsite Conditions
The natural grade for this area slopes from northeast to southwest at approximately 1.0 percent.
The site is currently undeveloped land with a temporary retention basin along the frontage on E
Hampton Ave and the southeast corner of the site.
4.0 Offsite Retention
Offsite drainage generated within the half-street of E Hampton Ave will be collected by an existing
catch basin at the northwest corner of the site and routed to onsite retention basins meeting the
capacity requirements of the design storm event per City of Mesa design guidelines.
4
5.0 Onsite Retention
Onsite drainage will be captured and retained onsite up to the 100-year 2-hour storm event
according to all City of Mesa standards and guidelines. Finished grades have been designed for
runoff to drain away from buildings, to catch basins, and then to above ground retention basins.
Three (3) of the retention basins (Basins B2, B3, & B5) are 3’ maximum depth with 4:1 side slopes or
retaining walls along the perimeter. The two retention basins (Basin B1 & B4) with amenities in
them are 3.5’ deep with the amenities located 1.5’ above basin bottom. These basins have 4:1 side
slopes or retaining walls along the perimeter. Finished floor elevations are designed to be a
minimum of 14 inches above the ultimate site outfall or 12 inches above the lowest adjacent gutter
elevation, whichever is higher.
See Appendix A for an illustration of the basin names and area designations, and Appendix B for
retention calculations.
6.0 Retention Percolation
Storm water disposal will be by bleed-off to the existing bleed-off pipe at the southern boundary
of the site which outfalls to the ADOT channel. All storm water is to be disposed of within 24 to 36
hours.
7.0 Methodology and Criteria
The following section provides an overview of the rational method and time of concentration used
during final design.
7.1 Rational Method
The Rational Method will be used to calculate storm drain peak flows at critical locations in the
development. As outlined in the Maricopa County Drainage Manual Volume 2, the Rational Method
was applied. The storm drain peak flows were calculated as follows:
=
where:
= Composite runoff coefficient (Calculations shown in Appendix B.)
= Intensity corresponding to Tc
= Area in acres
5
7.2 Time of Concentration
Inlet time estimated, system time established based on summation of travel time in system and
initial time of concentration based upon the following equation:
= 11.4
.
...
where:
= Time of concentration (hrs): minimum of 5 minutes
= Length of the longest flow path (miles)
= Watershed resistance coefficient – (See Maricopa County Drainage Manual, Hydrology)
= Watercourse slope (ft/mi)
= Rainfall intensity (in/hr)
7.3 Manning’s Equation
The street capacities will be calculated using Manning’s equation:
= 1.486
.
where:
= Street longitudinal slope (ft/ft)
= Flow Area (sq. ft)
= Hydraulic Radius (ft)
= Manning’s roughness coefficient = (0.015)
6
7.4 Catch Basin Design
The inlet capacity of an in-sump curb opening is determined by using the following formula:
= (
+ 1.8")$.
where:
= Weir coefficient (2.3)
= Length of Curb Opening (ft)
" = Width of grate or depressed gutter (ft)
$ = Curb depth at curb opening (ft)
The inlet capacity of an in-sump grated inlet is determined by using the following equation:
= P$.
where:
= Weir coefficient (3.0)
& = Perimeter of grate, disregarding bars and sides against curb (ft)
$ = Curb depth at curb opening (ft)
7.5 Storm Drains
The following equations was used to analyze storm drain hydraulics:
'(
)* = '(
+,- * +
. +
/
where:
/ = Minor Losses
. = . x Pipe length
. = 01234 6478 =
9
2;.
where:
= Loss coefficient (0.00492)
9 = Velocity assuming flowing full
; = Gravity constant (32.2
.=
>?)
= Hydraulic radius (ft)
7
7.6 Onsite Retention Requirements
The following section outlines the design requirements governing the design of onsite retention
basins as outlined in the City of Mesa Engineering & Design Standards Section 806.
7.6.1
Required Retention Volume
9@,AB @, = C
12
where:
= Runoff Coefficient
C = Depth of Precipitation (2.20 inches per City of Mesa Design Standards)
= Area (acres)
7.7 Ultimate Outfall and Finished Floor
The Project has an ultimate outfall located near the southwest corner of the site at an elevation of
1494.52. Building finished floors have been designed to be a minimum of 14 inches above the
ultimate outfall or 12 inches above the lowest adjacent gutter elevation, whichever is higher.
8.0 Conclusions
This report concluded that:
•
The Project has been designed in accordance with the Flood Control District of Maricopa
County standards and City of Mesa Engineering Department Engineering & Design
Standards 2023.
•
The Project does not create adverse impacts on any downstream property.
•
The Ultimate Outfall is near the southwest corner of the site, at an elevation of 1494.52.
•
Retention basins distributed throughout the site will provide the retention needed for the
Project.
•
The half-street of E Hampton Ave will be collected by an existing inlet and routed to onsite
retention basin.
8
9.0 References
City of Mesa. (2023). Engineering & Design Standards Manual. Mesa, Arizona, United States.
Flood Control District of Maricopa County. (2018). 2018 Drainage Design Manual for Maricopa County,
AZ Volume 1: Hydrology. Maricopa County, Arizona, USA.
Flood Control District of Maricopa County. (2018). 2018 Drainage Design Manual for Maricopa County,
AZ Volume 2: Hydraulics. Maricopa County, AZ, USA.
Appendix A
Figures
VAN
120100
MULTI-SLIDE
DOOR
3080 FX
W/ 3016 FX
3080 FX
W/3016 FX
3080 FX
W/3016 FX
3080 FX
W/3016 FX
3080 FX
W/3016 FX
1080 FX
3046 FX
3046 FX
3046 FX
3080 FX
W/ 3016 FX
3016 FX
3016 FX
4080 FX
W/ 4016 FX
4080 FX
W/ 4016 FX
4080 FX
W/ 4016 FX
4080 FX
W/ 4016 FX
4080 FX
W/ 4016 FX
2080 FX
W/ 2016 FX
2080 FX
W/ 2016 FX
2080 FX
W/ 2016 FX
2080 FX
W/ 2016 FX
4080 FX
W/ 4016 FX
4080 FX
W/ 4016 FX
4080 FX
W/ 4016 FX
4080 FX
W/ 4016 FX
4080 FX
W/ 4016 FX
3080 FX
3080 FX
3080 FX
4080 FX
W/ 4016 FX
4080 FX
W/ 4016 FX
4080 FX
W/ 4016 FX
4080 FX
W/ 4016 FX
WELCOME
LOUNGE
OFFICE
CONFERENCE
ROOM
COVERED
PATIO
COVERED
PATIO
E
FIRE
RISER
MICRO
OFF 2
DATA/
STORAGE
FLEX
FITNESS
MECH/UTIL
RESTROOM
RESTROOM
MICRO
OFF 1
COVERED
PATIO
RESTROOM
RESTROOM
E HAMPTON AVENUE
ADOT CHANNEL
PROPOSEDCATCH
BASIN (TYP.)
PROPOSED STORM
DRAIN PIPE (TYP.)
PROPOSED CATCH
BASIN (TYP.)
2' - 3'
RETAINING WALL
1' - 2'
RETAINING WALL
1' - 2'
RETAINING WALL
2' - 3'
RETAINING WALL
2' - 3'
RETAINING WALL
2' - 3'
RETAINING WALL
1' - 2'
RETAINING WALL
PROPOSED STORM
DRAIN PIPE (TYP.)
PROPOSED CATCH
BASIN (TYP.)
EXISTING BLEED OFF
PROPOSED CATCH
BASIN (TYP.)
FF=97.00
FF=96.75
FF=96.50
FF=96.50
FF=96.75
FF=97.00
FF=96.75
FF=98.25
FF=98.00
FF=98.00
FF=96.50
FF=96.75
FF=97.00
FF=97.75
FF=97.50
FF=97.50
FF=97.50
FF=97.50
FF=97.50
FF=97.50
FF=98.00
FF=97.75
FF=97.50
FF=98.25
FF=98.00
FF=98.25
FF=98.00
FF=98.00
FF=98.25
FF=98.25
FF=01.50
FF=01.25
FF=01.00
FF=01.25
FF=01.50
FF=01.75
FF=0.25
FF=0.00
FF=99.50
FF=99.25
FF=99.00
FF=99.00
FF=99.00
FF=98.25
FF=98.50
FF=99.00
FF=99.25
FF=99.50
FF=99.25
FF=01.00
FF=0.75
FF=0.50
FF=0.50
FF=99.75
FF=99.50
FF=0.75
PROPOSED
BLEEDOFF LINE
(TYP.)
4' RETAINING WALL
WITH HANDRAIL
3' RETAINING WALL
3' RETAINING WALL
3.5' RETAINING WALL
WITH HANDRAIL
BASIN B3
HW=98.00
TOE=95.00
VR=3,896 CF
VP=4,412 CF
BASIN B4
HW=97.0
TOE=93.5
VR=7,354 CF
VP=8,084 CF
BASIN B2
HW=98.0
TOE=95.0
VR=4,548 CF
VP=7,535 CF
BASIN B1
HW=95.50
TOE=92.00
VR=46,883 CF
VP=52,755 CF
BASIN B5
HW=96.50
TOE=93.50
VR=1,985 CF
VP=4,442 CF
3' RETAINING WALL
DRAINAGE AREA A1
DRAINAGE AREA A2
DRAINAGE AREA A2
DRAINAGE AREA A2
DRAINAGE AREA A6
DRAINAGE AREA A5
DRAINAGE
AREA A4
DRAINAGE
AREA A3
CONNECT TO EXISTING
STORM DRAIN AND
ROUTE TO BASIN B1
EX. 1.0' VNAE
PER BK 1528,PG 6, MCR
EX. 8.0' POWER DISTRIBUTION EASEMENT
PER DOC 2021-0706308, MCR
DOC 2021-1105044, MCR
8.0' POWER DISTRIBU
PER DOC 2020-100
8.0' POWER DISTRIBUTION EASEMENT
PER DOC 2020-1000702, MCR
8.0' POWER
DISTRIBUTION ESMT PER
DOC 2020-1000702, MCR
1.0' VNAE PER
BK 1528, PG 6, MCR
10.0' PUFE PER
BK 1528, PG 6, MCR
31.0' INGRESS/EGRESS & PUFE
PER BK 1528, PG 6, MCR
EX. 31.0' INGRESS/EGRESS & PUFE
PER BK 1528, PG 6, MCR
EX. DRAINAGE ESMT PER
BK 1528, PG 6, MCR
(TO BE ABANDONED)
EX. 20.0' PUFE PER
BK 1528, PG 6, MCR
(TO BE ABANDONED)
EX. 24.0' FIRE LANE &
PUFE PER BK 1528, PG 6, MCR
(TO BE ABANDONED)
EX. TDE PER
BK 1528, PG 6, MCR
EX. 5.0'
S/W
EX. 20.0'
F/C
EX. 49.1'
F/C
EX. 6.0'
S/W
31.0' INGRESS/EGRESS & PUFE
PER BK 1528, PG 6, MCR
(TO BE ABANDONED)
EX. PUFE PER BK 1528, PG 6, MCR
EX. PUFE PER BK 1528, PG 6, MCR
EX. PUFE PER BK 1528, PG 6, MCR
EX. PUEF PER BK 1528, PG 6, MCR
(TO BE ABANDONED)
EX. CHAIN
LINK FENCE
EX. WALL
EX. DRIVEWAY
(TO BE REMOVED)
EX. DRIVEWAY
(TO BE REMOVED)
EX. PUFE PER BK 1528, PG 6, MCR
ULTIMATE
OUTFALL= 94.52
MECHANICAL BLEED-OFF TO
ADOT CHANNEL FOR
UNDERGROUND RETENTION
Designer:
Drawn by:
Project:
Sheet No.
Job No.
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602)263-1100
w w w . e p s g r o u p i n c . c o m
T:480.503.2250
F:480.503.2258
|
1130 N Alma School Road
Suite 120
Mesa, AZ 85201
24-0510 - THE LINCOLN
THE LINCOLN
MESA, ARIZONA
EPS
EPS
24-0510
of
1
54247
TAYLOR S.
BILLS
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1
PG01
Preliminary Grading & Drainage Plan
1
A PORTION OF SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 34,
TOWNSHIP 1 NORTH, RANGE 7 EAST OF THE GILA AND SALT RIVER MERIDIAN
CITY OF MESA, MARICOPA COUNTY, ARIZONA
CIVIL ENGINEER
EPS GROUP, INC.
1130 N. ALMA SCHOOL ROAD, STE. 120 MESA,
ARIZONA 85201
PHONE: (623) 234-8556
CONTACT: TAYLOR BILLS, P.E.
EMAIL: taylor.bills@epsgroupinc.com
THIS SITE IS LOCATED WITHIN "ZONE X" AS SHOWN ON FLOOD
INSURANCE RATE MAP NUMBER 04013C2315L. ZONE X IS DEFINED AS
AREAS OF 0.2% ANNUAL CHANCE FLOOD HAZARD, AREAS OF 1%
ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH LESS THAN ONE
FOOT OR WITH DRAINAGE AREAS OF LESS THAN ONE SQUARE MILE.
LEGEND
FF=
G
VOLUME REQUIRED FOR 100-YR 2-HR STORM EVENT:
VREQ = C * P / 12 * A
WHERE:
VREQ = RUNOFF VOLUME (CF)
C
= WEIGHTED RUNOFF COEFFICIENT
P
= 100-YR, 2-HR RAINFALL DEPTH (IN) = 2.20-IN
A
= DRAINAGE AREA IN SF
RETENTION CALCULATIONS
CITY OF MESA AT INTERSECTION OF CRISMON ROAD AND THE US 60. BRASS TAG TOP OF CYRB
IN MEDIAN APPROXIMATELY 440 FEET SOUTH OF T.1N, R.7E EAST 1/4 CORNER.
ELEVATION = 1497.36 2020/2021 COM SMARTNET NAVD 88
CITY OF MESA AT INTERSECTION OF ELLSWORTH ROAD AND SOUTHERN ROAD. BRASS TAG TOP
OF CURB SOUTHEAST CORNER.
ELEVATION = 1479.84 2020/2021 COM SMARTNET NAVD 88
CITY OF MESA AT INTERSECTION OF ELLSWORTH ROAD AND BASELINE ROAD. BRASS TAG TOP
OF CURB NORTHEAST CORNER.
ELEVATION = 1445.41 2020/2021 COM SMARTNET NAVD 88
BASIS OF BEARING
BENCHMARKS
FLOOD ZONE INFORMATION
SEWER LINE
SEWER MANHOLE
WATER LINE
FIRE HYDRANT
WATER VALVE
FINISHED FLOOR
SLOPE DIRECTION
STORM DRAIN PIPE
TRENCH DRAIN PIPE
CATCH BASIN
DRYWELL
GUTTER
NORTH
SITE
VICINITY MAP
THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 34, TOWNSHIP 1 NORTH, RANGE 7
EAST, SAID LINE BEING BETWEEN A MARICOPA COUNTY HIGHWAY DEPARTMENT BRASS CAP IN
A HANDHOLE MARKING THE NORTH QUARTER CORNER OF SAID SECTION 34 AND A MARICOPA
COUNTY HIGHWAY DEPARTMENT BRASS CAP IN A HANDHOLE MARKING THE NORTHEAST
CORNER OF SAID SECTION 34,
THE BASIS OF BEARING BEING NORTH 89 DEGREES 56 MINUTES 18 SECONDS EAST.
40
0
40
80
scale
feet
PRELIMINARY GRADING & DRAINAGE PLAN
FOR
THE LINCOLN
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF MARICOPA, STATE OF
ARIZONA, AND IS DESCRIBED AS FOLLOWS:
LOTS 5 AND 6, OF SWC CRISMON ROAD & HAMPTON AVENUE, ACCORDING TO THE PLAT
RECORDED IN BOOK 1528 OF MAPS, PAGE 6, AND AFFIDAVIT OF CORRECTION RECORDED IN
DOCUMENT NO. 20200880067, RECORDS OF MARICOPA COUNTY, ARIZONA.
APN: 220-82-006 AND 220-82-007
LEGAL DESCRIPTION PER FIRST AMERICAN TITLE INSURANCE COMPANY, AND ITS AGENT,
LANDMARK TITLE ASSURANCE AGENCY OF ARIZONA LLC (CB) COMMITMENT FOR TITLE
INSURANCE WITH FILE NO. 06208165-026-NM2, HAVING AN EFFECTIVE DATE OF JULY 22, 2024.
LEGAL DESCRIPTION
DEVELOPER
PORTER KYLE
8502 E. PRINCESS DRIVE, STE. 180
SCOTTSDALE, ARIZONA 85255
PHONE: (480) 542-1221
CONTACT: MIKE STEPHAN
EMAIL: MSTEPHAN@PORTERKYLE.COM
RETENTION SUMMARY TABLE
RETENTION
DRAINAGE AREA
(SF)
WEIGHTED
RUNOFF
COEFFICIENT "C"
VOLUME
REQUIRED (CF)
VOLUME
PROVIDED (CF)
B1
296,109
0.86
46,883
52,755
B2
31,007
0.80
4,548
7,535
B3
25,600
0.83
3,896
4,412
B4
48,322
0.83
7,354
8,084
B5
15,242
0.71
1,985
4,442
TOTAL
64,666
77,228
Appendix B
Retention Calculations
Project:
The Lincoln
Prepared By:
Antonio Andrade
Date:
11/26/2025
Sub Basin Area:
A1 (Offsites)
Sub Basin Area:
A2
Area Description
C
Area
Area Description
C
Area
Roofs and Concrete
0.95
40,251
Roofs and Concrete
0.95
199,001
Desert Landscaping
0.50
0
Desert Landscaping
0.50
56,857
Total Area
40,251
Total Area
255,858
Weighted C
0.95
Weighted C
0.85
Sub Basin Area:
A3
Sub Basin Area:
A4
Area Description
C
Area
Area Description
C
Area
Roofs and Concrete
0.95
20,485
Roofs and Concrete
0.95
18,615
Desert Landscaping
0.50
10,522
Desert Landscaping
0.50
6,985
Total Area
31,007
Total Area
25,600
Weighted C
0.80
Weighted C
0.83
Sub Basin Area:
A5
Sub Basin Area:
A6
Area Description
C
Area
Area Description
C
Area
Roofs and Concrete
0.95
34,957
Roofs and Concrete
0.95
7,216
Desert Landscaping
0.50
13,365
Desert Landscaping
0.50
8,026
Total Area
48,322
Total Area
15,242
Weighted C
0.83
Weighted C
0.71
Weighted Runoff Coefficient by Area
Retention Calculations
Project:
The Lincoln
Storm Event:
100-yr, 2-hr
Prepared by:
Antonio Andrade
11/26/25
V = C * A * P / 12
Where:
V = Runoff Volume
C = Runoff Coefficient
A = Drainage Area
Basin ID
Elevation
Area (ft 2)
Incremental
Volume (ft 3)
Volume
Provided, V p
(ft3)
B1
92
7,855
92.5
8,587
4,111
93.5
9,150
8,869
93.5
19,434
-
94.5
19,877
19,656
95.5
20,361
20,119
52,755
B2
95
2,127
96
2,376
2,252
97
2,635
2,506
98
2,917
2,777
7,535
B3
95
983
96
1,290
1,137
97
1,629
1,460
98
1,999
1,815
4,412
B4
93.5
751
94
1,329
520
95
2,048
1,689
95
2,510
-
96
2,953
2,732
97
3,332
3,143
8,084
B5
93.5
578
94.5
1,092
836
95.5
1,784
1,439
96.5
2,549
2,167
4,442
77,228
Total Surface Retention
P = 2.20 in
Surface Retention Basin Volume Provided
Page 1 of 2
Retention Calculations
Project:
The Lincoln
Storm Event:
100-yr, 2-hr
Prepared by:
Antonio Andrade
11/26/25
Basin ID
Sub-Basin ID
Sub Basin Area
Description
Area
C
Volume
Required, V R
(ft 3 )
Volume
Provided,
V p (ft 3 )
B1
A1
(Offsites)
Offsite
40,251
0.95
7,011
A2
Onsite
255,858
0.85
39,872
Total
296,109
0.86
46,883
52,755
B2
A3
Onsite
31,007
0.80
4,548
Total
31,007
4,548
7,535
B3
A4
Onsite
25,600
0.83
3,896
Total
25,600
3,896
4,412
B4
A5
A5
48,322
0.83
7,354
Total
48,322
7,354
8,084
B5
A6
Onsite
15,242
0.71
1,985
Total
15,242
1,985
4,442
Volume Required and Summary
Page 2 of 2
Project No. 24-0510
Date: November 2025
Preliminary Sewer Report
For
The Lincoln
Mesa, Arizona
Owner/Developer
Porter-Kyle
8502 E. Princess Drive, Suite 180
Scottsdale, AZ 85255
Phone: 480.542.1221
Contact: Mike Stephan
Email: mstephan@porterkyle.com
1130 N. Alma School Road, Suite 120
Mesa, AZ 85201
o: 480.503.2250
f: 480.503.2258
54247
TAYLOR S.
BILLS
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11/26/25
Table of Contents
1.0
Introduction .................................................................................................................................................... 1
1.1
Project Description .......................................................................................................................................... 1
2.0
Existing Conditions ....................................................................................................................................... 1
3.0
Sewer Design .................................................................................................................................................. 2
3.1
Calculations ........................................................................................................................................................ 2
4.0
Conclusions ..................................................................................................................................................... 3
5.0
References ....................................................................................................................................................... 3
List of Appendices
Appendix A
Preliminary Utility Plan
Appendix B
Sewer Demand Calculations
1
1.0 Introduction
The Lincoln (the Project) is a proposed 370,785 square feet townhome (8.51 ac) site with 102 units
located approximately 370 feet west of the E Hampton Ave and S Crismon Rd intersection. The
Project can be further located in the Northeast quarter of Section 34, Township 1 North, Range 7
East of the Gila and Salt River Meridian, Maricopa County, Arizona, Assessor Parcel Numbers (APN)
220-82-007 and 220-82-006. See Figure 1.
The Project is an infill development bound by Hampton Ave to the north, an existing commercial
development to the east, an ADOT drainage channel to the south, and an existing single-family
subdivision to the west.
Figure 1 - Vicinity Map
1.1 Project Description
The Project consists of 102 attached garage townhome style units and a clubhouse, landscape, on-
site parking, and associated amenities.
2.0 Existing Conditions
There is an existing 10-inch public PVC sewer that is extended to the project site from the shared
east-west access drive with the existing development to the east and existing 8-inch public sewer
within the existing north-south access drive on the east side of the project site that is owned and
maintained by the City of Mesa.
2
3.0 Sewer Design
The calculations of sewer flow and pipe sizing in this report are based on system design criteria in
the City of Mesa Engineering & Design Standards dated 2023, as well as Title 18, Chapter 9 of the
Arizona Administrative Code, and regionally accepted design standards.
On-site wastewater flow for the Project will be conveyed via 4-inch services to each of the units.
We will connect to the existing 10-inch stub into the site and route a new public 8-inch main
through out the site to collect wastewater from the development and outfall to the existing 10-
inch public main within shared east-west access to the east of the project site.
All on-site lines were sized taking into consideration prospective flows for the project, minimum
pipe sizes, and slopes. See Appendix A for the sewer design layout.
The average daily sewer demand used was estimated as outlined in the City of Mesa Engineering
& Design Standards. A peaking factor of 3.0 was applied to all flows less than 1.0 MGD per Table
4.3. Refer to Appendix B for demand calculations.
The design criteria for this project follow:
•
Average use per Table 4.1 and 4.2 (City of Mesa, 2023)
•
Peaking Factor = 3.0 per Table 4.3 (City of Mesa, 2023)
3.1 Calculations
Sewer demand for the Project is based on the following criteria:
=
∗#
ℎ =
∗
Capacity (Q) is calculated by the following equation:
= 1.49
"#/%&'/#
Where:
= 0.013
= Cross Sectional Area R = Hydraulic Radius
& = Slope
See Appendix B for the Average Daily and Peak Hour sewer demand calculations.
3
4.0 Conclusions
•
City of Mesa Engineering & Design Standards, dated 2023, as well as Title 18, Chapter 9 of the
Arizona Administrative Code and regionally accepted design standards have been met.
•
All on-site sewer lines are gravity-fed and are designed to have a full flow velocity of 2.5 ft/s
minimum and 9 ft/s maximum.
•
The development proposes to route a new public main throughout the site that will outfall to the
existing 10-inch PVC sewer main within shared east-west access to the east of the project site.
•
Total peak demand for the project is 54,669 gallons per day (0.085 cfs).
5.0 References
City of Mesa. (2023, October). Engineering & Design Standards. Mesa, AZ, USA.
International Code Council. (2017, August 31). International Building Code 2018.
State of Arizona. (2022). Arizona Administrative Code. Arizona, USA.
Appendix A
Preliminary Utility Plan
VAN
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8" W
8" S
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8" S
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8" S
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8" S
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8" S
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8" S
8" W
8" S
8" W
8" S
8" W
8" S
8" W
8" S
E HAMPTON AVENUE
1" WATER SERVICE
(WATER METER TURNED
90° WITH NO BEND
BETWEEN METER AND
MAIN) WITHIN PUE (TYP)
FIRE HYDRANT (TYP)
EX 8" DIP WATERLINE
EX 8" DIP WATERLINE
FIRE HYDRANT (TYP)
EX. 1.0' VNAE
PER BK 1528,PG 6, MCR
EX. 8.0' POWER DISTRIBUTION EASEMENT
PER DOC 2021-0706308, MCR
DOC 2021-1105044, MCR
8.0' POWER DISTRIBUTION ESMT
PER DOC 2020-1000702, MCR
8.0' POWER DISTRIBUTION EASEMENT
PER DOC 2020-1000702, MCR
8.0' POWER
DISTRIBUTION ESMT PER
DOC 2020-1000702, MCR
1.0' VNAE PER
BK 1528, PG 6, MCR
10.0' PUFE PER
BK 1528, PG 6, MCR
31.0' INGRESS/EGRESS & PUFE
PER BK 1528, PG 6, MCR
EX. 31.0' INGRESS/EGRESS & PUFE
PER BK 1528, PG 6, MCR
EX. DRAINAGE ESMT PER
BK 1528, PG 6, MCR
(TO BE ABANDONED)
EX. PUFE PER BK 1528, PG 6, MCR
EX. PUFE PER BK 1528, PG 6, MCR
EX. PUFE PER BK 1528, PG 6, MCR
EX. PUFE PER BK 1528, PG 6, MCR
EX. 20.0' PUFE PER
BK 1528, PG 6, MCR
(TO BE ABANDONED)
EX. 24.0' FIRE LANE &
PUFE PER BK 1528, PG 6, MCR
(TO BE ABANDONED)
EX. FH
EX. FH
EX. PUEF PER BK 1528, PG 6, MCR
(TO BE ABANDONED)
EX. CHAIN
LINK FENCE
EX. FH
EX. WALL
EX. TDE PER
BK 1528, PG 6, MCR
EX. 5.0'
S/W
EX. 20.0'
F/C
EX. 49.1'
F/C
EX. 6.0'
S/W
31.0' INGRESS/EGRESS & PUFE
PER BK 1528, PG 6, MCR
(TO BE ABANDONED)
EX. DRIVEWAY
(TO BE REMOVED)
EX. DRIVEWAY
(TO BE REMOVED)
SEWER MANHOLE (TYP)
8" PUBLIC WATER LINE
WITHIN 20' PUE (TYP)
CONNECT TO EXISTING
PUBLIC SEWER STUB
4" SEWER SERVICE (TYP)
4" SEWER SERVICE (TYP)
CONNECT TO EXISTING
8" PUBLIC WATER
UTILIZE EXISTING 1"
METER FOR CLUBHOUSE
6" FIRE SPRINKLER LINE
FOR CLUBHOUSE
CONNECT TO EXISTING
8" PUBLIC WATER
MECHANICAL BLEED-OFF TO
ADOT CHANNEL FOR
UNDERGROUND RETENTION
8" PUBLIC SEWER
WITHIN 20' PUE (TYP)
SEWER MANHOLE (TYP)
FIRE HYDRANT (TYP)
4" SEWER SERVICE (TYP)
8" PUBLIC SEWER
WITHIN 20' PUE (TYP)
SEWER MANHOLE (TYP)
8" PUBLIC WATER LINE
WITHIN 20' PUE (TYP)
8" PUBLIC SEWER
WITHIN 20' PUE (TYP)
8" PUBLIC WATER LINE
WITHIN 20' PUE (TYP)
1" WATER SERVICE AND
METER WITHIN PUE (TYP)
FIRE HYDRANT (TYP)
4" SEWER SERVICE (TYP)
8" PUBLIC SEWER
WITHIN 20' PUE (TYP)
8" PUBLIC WATER LINE
WITHIN 20' PUE (TYP)
FIRE HYDRANT (TYP)
20.0'
PUE
20.0'
PUE
20.0'
PUE
20.0'
PUE
20.0'
PUE
20.0'
PUE
20.0'
PUE
20.0'
PUE
20.0'
PUE
20.0'
PUE
20.0'
PUE
6" VERT CURB ADJACENT
TO WATER METER (TYP).
SEE WATER METER
PROTECTION DETAIL.
SEE WATER METER
PROTECTION DETAIL
20.0'
PUE
1" WATER SERVICE (WATER METER
TURNED 90° WITH NO BEND
BETWEEN METER AND MAIN)
WITHIN PUE (TYP)
1" WATER SERVICE
(WATER METER TURNED
90° WITH NO BEND
BETWEEN METER AND
MAIN) WITHIN PUE (TYP)
1" WATER SERVICE
(WATER METER TURNED
90° WITH NO BEND
BETWEEN METER AND
MAIN) WITHIN PUE (TYP)
8" PUBLIC WATER LINE
WITHIN 20' PUE (TYP)
8" PUBLIC WATER LINE
WITHIN 20' PUE (TYP)
8" PUBLIC WATER LINE
WITHIN 20' PUE (TYP)
8" PUBLIC WATER LINE
WITHIN 20' PUE (TYP)
8" PUBLIC WATER LINE
WITHIN 20' PUE (TYP)
CONNECT TO EXISTING
8" PUBLIC WATER
13.5'
B/C
Designer:
Drawn by:
Project:
Sheet No.
Job No.
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602)263-1100
w w w . e p s g r o u p i n c . c o m
T:480.503.2250
F:480.503.2258
|
1130 N Alma School Road
Suite 120
Mesa, AZ 85201
24-0510 - THE LINCOLN
THE LINCOLN
MESA, ARIZONA
EPS
EPS
24-0510
of
1
54247
TAYLOR S.
BILLS
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1
UT01
Preliminary Utility Plan
1
A PORTION OF SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 34,
TOWNSHIP 1 NORTH, RANGE 7 EAST OF THE GILA AND SALT RIVER MERIDIAN
CITY OF MESA, MARICOPA COUNTY, ARIZONA
CIVIL ENGINEER
EPS GROUP, INC.
1130 N. ALMA SCHOOL ROAD, STE. 120
MESA, ARIZONA 85201
PHONE: (623) 234-8556
CONTACT: TAYLOR BILLS, P.E.
EMAIL: taylor.bills@epsgroupinc.com
DEVELOPER
PORTER KYLE
8502 E. PRINCESS DRIVE, STE. 180
SCOTTSDALE, ARIZONA 85255
PHONE: (480) 542-1221
CONTACT: MIKE STEPHAN
EMAIL: MSTEPHAN@PORTERKYLE.COM
LEGEND
FF=
G
CITY OF MESA AT INTERSECTION OF CRISMON ROAD AND THE US 60.
BRASS TAG TOP OF CYRB IN MEDIAN APPROXIMATELY 440 FEET SOUTH OF
T.1N, R.7E EAST 1/4 CORNER.
ELEVATION = 1497.36 2020/2021 COM SMARTNET NAVD 88
CITY OF MESA AT INTERSECTION OF ELLSWORTH ROAD AND SOUTHERN
ROAD. BRASS TAG TOP OF CURB SOUTHEAST CORNER.
ELEVATION = 1479.84 2020/2021 COM SMARTNET NAVD 88
CITY OF MESA AT INTERSECTION OF ELLSWORTH ROAD AND BASELINE
ROAD. BRASS TAG TOP OF CURB NORTHEAST CORNER.
ELEVATION = 1445.41 2020/2021 COM SMARTNET NAVD 88
BASIS OF BEARING
BENCHMARKS
SEWER LINE
SEWER MANHOLE
WATER LINE
FIRE HYDRANT
WATER VALVE
FINISHED FLOOR
SLOPE DIRECTION
STORM DRAIN PIPE
TRENCH DRAIN PIPE
CATCH BASIN
DRYWELL
GUTTER
NORTH
SITE
VICINITY MAP
THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 34,
TOWNSHIP 1 NORTH, RANGE 7 EAST, SAID LINE BEING BETWEEN A
MARICOPA COUNTY HIGHWAY DEPARTMENT BRASS CAP IN A
HANDHOLE MARKING THE NORTH QUARTER CORNER OF SAID
SECTION 34 AND A MARICOPA COUNTY HIGHWAY DEPARTMENT BRASS
CAP IN A HANDHOLE MARKING THE NORTHEAST CORNER OF SAID
SECTION 34,
THE BASIS OF BEARING BEING NORTH 89 DEGREES 56 MINUTES 18
SECONDS EAST.
40
0
40
80
scale
feet
PRELIMINARY UTILITY PLAN
FOR
THE LINCOLN
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF
MARICOPA, STATE OF ARIZONA, AND IS DESCRIBED AS FOLLOWS:
LOTS 5 AND 6, OF SWC CRISMON ROAD & HAMPTON AVENUE,
ACCORDING TO THE PLAT RECORDED IN BOOK 1528 OF MAPS, PAGE 6,
AND AFFIDAVIT OF CORRECTION RECORDED IN DOCUMENT NO.
20200880067, RECORDS OF MARICOPA COUNTY, ARIZONA.
APN: 220-82-006 AND 220-82-007
LEGAL DESCRIPTION PER FIRST AMERICAN TITLE INSURANCE COMPANY,
AND ITS AGENT, LANDMARK TITLE ASSURANCE AGENCY OF ARIZONA
LLC (CB) COMMITMENT FOR TITLE INSURANCE WITH FILE NO.
06208165-026-NM2, HAVING AN EFFECTIVE DATE OF JULY 22, 2024.
LEGAL DESCRIPTION
WATER METER
PROTECTION DETAIL
1"=10'
6" VERTICAL CURB
TO PROTECT METER
FROM VEHICLES
(TYP)
TURN WATER METER 90°
WITH NO BENDS IN SERVICE
LINE BETWEEN METER AND
MAIN
PROPOSED
WATER
EASEMENT
NOTE:
EXISTING PUBLIC WATERLINES IN CONFLICT WITH PROPOSED
IMPROVEMENTS WITHIN THE SITE TO BE REMOVED AND EASEMENTS
ABANDONED.
Appendix B
Sewer Demand Calculations
The Lincoln
24-0510
Municipality
Mesa, AZ
Location
SWC of Hampton Ave and Crismon Rd
Wastewater Demand per Building
# of Units
Unit Demand
Building ID
Land Use
sf
unit
gpd/unit
gpd
gpm
gpd
gpm
Townhomes
Residential
102
ea
160.0
16,320
11.33
48,960
34.00
Clubhouse
Commercial/Retail
3,806
sf
0.5
1,903
1.32
5,709
3.96
Total
18,223
12.65
54,669
37.96
Summary
Wastewater Demands
Peak Flow
37.96 gpm
0.08 cfs
Note: Wastewater Demand is per COM EDS Section 411, Table 4.2, peaking factors per Table 4.3
proposed Sewer 8" @ 0.33%
8" Capacity at d/D of 0.67 = 0.55 cfs = 352,643 gpd = 244.89 gpm
Existing Sewer 10" @ 0.25%
10" Capacity at d/D of 0.67 = 0.86 cfs = 556,513 gpd = 386.47 gpm
Avg Daily Flow - AD
Peak Flow (ADx3)
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Page 1 of 8
The Lincoln
Solid Waste Operational Plan
Date: January 5, 2026
Project Location: 1440 Crismon Rd, Mesa, AZ 85209
Page 2 of 8
1. Purpose and Scope
This Solid Waste Operational Plan (the Plan) describes how The Lincoln will manage household solid
waste using a valet trash system operated under the HOA, in addition to on-site refuse enclosures and
dumpsters located throughout the community. The Plan establishes collection procedures, roles and
responsibilities, resident rules, overflow controls, litter control measures, and a complaint response
process. For purposes of this Plan, “HOA” (or “Association”) means the entity responsible for
community operations, which may include the owner, declarant (during any period of declarant control),
property management, or their designee.
2. Service Overview
2.1 System Type and Operating Days
Doorstep-to-dumpster Valet service is currently planned to operate up to five (5) nights per week;
frequency and route timing may be adjusted based on occupancy, waste volumes, staffing, and
operational needs, with resident notice.
•
Operating days are initially planned as Sunday through Thursday and may be adjusted with resident
notice.
•
Collection typically begins at or after 8:00 PM; exact start times may vary by route and conditions.
•
Recycling, if offered as part of the program, will be administered under separate posted community
rules and may differ from trash collection procedures.
2.2 Resident Set-Out and Bring-In Window
•
Set-out window: Residents place their container outside their entry typically between 6:00 PM and
7:30 PM on pickup nights.
•
Bring-in requirement: Residents bring their container back inside by approximately 9:00 AM the
following morning.
•
Times may be adjusted with resident notice.
2.3 Holiday Schedule (No Collection)
No valet collection is provided on the following holidays:
•
New Year's Day
•
Easter
•
Memorial Day
•
Independence Day
•
Labor Day
•
Halloween
•
Thanksgiving
•
Christmas Eve
•
Christmas Day
Page 3 of 8
•
New Year's Eve
When a holiday affects service, management will notify residents in advance and will increase
monitoring of refuse enclosures and dumpster capacity as needed.
2.4 Service Nature and Resident Responsibility
Valet trash service is an operational amenity administered by the HOA and may be modified, suspended,
or delayed as needed due to weather, staffing, emergencies, safety conditions, access issues, or other
operational constraints. Nothing in this Plan guarantees uninterrupted service. Residents remain
responsible for securing bagged waste to prevent nuisance conditions and may dispose of waste at the
designated on-site refuse enclosures/dumpsters when accessible or during posted access hours.
3. Roles and Responsibilities
The following roles support administration, collection operations, and compliance. Responsibilities are
assigned by role.
Role
Primary Responsibilities
HOA (Owner/Operator)
•
Funds valet service through the community
operating budget (e.g., assessments, fees,
rents, or other charges as applicable).
•
Adopts and enforces community rules related
to waste handling and nuisance prevention.
•
Ensures service agreements exist for
dumpster hauling and, if applicable, recycling
hauling.
Community Manager / Property Management
(Program Administrator)
•
Primary point of contact for City coordination
and resident inquiries.
•
Maintains resident onboarding materials and
service communications.
•
Tracks service issues (missed pickups,
contamination, rule violations) and
coordinates corrective actions.
Valet Service Team (Collection Operations)
•
Collects properly prepared trash from
doorsteps on scheduled nights.
•
Transports bagged waste to designated on-
site refuse enclosures and dumpsters.
•
Maintains route standards to reduce litter
and nuisance conditions.
Maintenance Team (Site Support)
•
Monitors dumpster fullness, enclosure
condition, gates, lighting, and cleanliness.
•
Performs routine litter pickup and enclosure-
area housekeeping.
•
Coordinates repairs (gates, screens, signage)
and requests additional hauls when needed.
Page 4 of 8
Solid Waste Hauler (Disposal/Transport)
•
Provides scheduled hauling and emptying of
on-site dumpsters per service agreement.
•
Responds to overflow conditions with
additional pick-ups as requested by
management.
Residents (Generator)
•
Follow bagging, weight limits, container use,
and set-out and bring-in requirements.
•
Break down boxes and avoid prohibited
items.
•
Use designated procedures for bulk and
special waste.
4. Resident Set-Out Standards (Operational Rules)
Residents must comply with the following requirements on collection nights. Items not meeting these
standards may be refused. These operational rules may be updated by the HOA from time to time and
will be communicated to residents and maintained in posted community rules.
4.1 Bagging and Container Requirements
•
Trash must be bagged and each bag must be tied securely.
•
Trash bags must be placed inside the provided container (no loose trash).
•
Pet waste must be double-bagged.
4.2 Limits and Condition
•
Two-bag limit per unit per night.
•
No bag may exceed 15 pounds.
•
No ripped bags or bags with holes.
4.3 Prohibited Items
•
No oversized items or furniture items.
•
No loose trash outside the container.
•
No hazardous materials (construction debris, auto fluids, sharps, biohazard materials, chemicals,
flammables, hot ashes) or other prohibited waste.
4.4 Cardboard
•
All boxes must be broken down prior to disposal.
4.5 Set-Out and Bring-In
•
Set containers out during the posted set-out window on pickup nights (typically between 6:00 PM
and 7:30 PM).
Page 5 of 8
•
Bring containers inside by the posted bring-in time (typically by approximately 9:00 AM the
following morning).
•
Containers left out during the day may result in interrupted service and may be subject to HOA
enforcement.
•
Temporary service interruptions or delays may occur due to weather, emergencies, or staffing;
missed service will be addressed through the complaint/remedial process.
•
Containers must not obstruct sidewalks, stairways, landings, ADA routes, or required egress.
5. On-Site Dumpster and Refuse Enclosure Operations
5.1 Overview
The Lincoln includes refuse enclosures and dumpsters located throughout the community. The valet
system is designed to move waste promptly from doorsteps to the designated dumpsters while
maintaining clean, screened, and orderly refuse areas. Residents may dispose of waste directly at the
on-site refuse enclosures/dumpsters; valet service is intended to supplement on-site disposal and
support cleanliness and consistent operations.
5.2 Operational Compatibility with City Expectations
•
Refuse service operations are administered to minimize litter, overflow, and nuisance conditions.
•
Refuse enclosure use and hauling frequency are managed to reduce overflow and to keep collection
areas functional.
•
Where feasible, refuse collection sites are managed to support consolidation of collection activity
and to keep walking distances reasonable for the spaces served.
5.3 Refuse Enclosure Maintenance Commitments
•
Enclosures, gates, screening, and related site features will be maintained in serviceable condition.
•
Enclosure areas will be maintained in a reasonably clean condition consistent with ongoing
operations.
•
Lighting and access will be maintained to support safe operations.
Exhibit A identifies refuse enclosure and dumpster locations.
6. Overflow, Bulk Items, and Special Waste
6.1 Overflow Monitoring and Additional Hauls
•
Maintenance and management will monitor dumpster capacity routinely, with increased monitoring
after non-service holidays.
•
When dumpsters are approaching full capacity, management will implement corrective action to
prevent overflow and litter, which may include requesting an additional haul, adjusting collection
operations, and/or increasing monitoring.
Page 6 of 8
6.2 Bulk Items
•
Bulk items and furniture are prohibited in valet collection.
•
Residents must use the community's designated bulk disposal procedures (move-out guidance
and/or scheduled bulk arrangements if provided).
7. Litter Control and Site Cleanliness
The following measures are used to prevent litter and maintain community cleanliness:
•
Valet collection is limited to properly bagged, tied waste placed inside the provided container.
•
Maintenance performs periodic litter pickup around refuse enclosures and along primary routes.
•
Windblown litter observed on-site is addressed promptly when feasible.
•
Refuse enclosures are monitored for illegal dumping; recurring issues are escalated to HOA
enforcement.
8. Complaint Response and Enforcement
8.1 Primary Point of Contact
Program Contact: The Community Manager/Property Management Office (contact information posted
on-site and in the resident portal; updated as needed).
8.2 Complaint Handling Process
Complaints and service issues are managed using the following process:
•
Intake: Resident or City reports an issue to management.
•
Investigation: Management reviews route conditions and enclosure conditions and consults service
staff as needed.
•
Remedial action: Address missed pickup reports as practicable through investigation and corrective
action, which may include return service, resident guidance, operational adjustments, and/or
scheduling additional hauling.
•
Follow-up: Confirm resolution with the complainant and document the outcome.
8.3 Enforcement
Repeated noncompliance (exceeding limits, overweight bags, prohibited items, containers left out) may
be addressed through HOA enforcement procedures, including warnings, education, and escalating
compliance actions consistent with governing documents.
9. Resident Education and Program Administration
•
Move-in onboarding includes distribution of a resident valet trash rules sheet.
•
Management periodically issues reminders (email or community portal) on set-out times, holiday
impacts, and common rule violations.
Page 7 of 8
•
Program contact information is maintained in resident communications for service questions or
problem reporting.
10. Recordkeeping and Continuous Improvement
The HOA may amend this Plan from time to time to maintain clean and functional refuse operations.
Material operational changes (e.g., service frequency, set-out times, or procedures) will be
communicated to residents in advance and maintained in the community rules.
Management maintains basic operational records to support continuous improvement and compliance,
which may include:
•
Holiday notices and service communications
•
Missed pickup logs and resolutions
•
Overflow incidents and extra haul requests
•
Recurring resident noncompliance trends (for targeted education)
Page 8 of 8
Exhibit A: Refuse Enclosure and Dumpster Location Map
Site exhibit identifying each refuse enclosure and dumpster location and general service coverage.
1
Citizen Participation Plan for The Lincoln
West of the Southwest Corner of East Hampton Avenue and South Crismon Road
Case #
Date: March 14, 2025
Purpose: The purpose of this Citizen Participation Plan (“CPP”) is to inform the citizens,
property owners, neighborhood associations, agencies, and businesses of an application
submitted by Porter Kyle Builders, LLC (“Porter Kyle”) for approval of a high-quality
residential community known as “The Lincoln,” located approximately 300’ west of the
southwest corner of East Hampton Avenue and South Crismon Road (the “Site”). Porter
Kyle proposes developing this challenging, in-fill site with 128 residences at a density of
approximately 15.0 net du/ac. To achieve this, Porter Kyle is requesting to rezone the Site
from Planned Employment Park (PEP) with a Planned Area Development Overlay (“PAD”) to
Multiple Residence-2 with a PAD overlay (R-2 PAD). This plan will ensure that those aZected
by this application will have an adequate opportunity to learn about and comment on the
proposal.
Contact:
Lisa Gage
Ray Law Firm
2325 E. Camelback Rd., Suite 400
Phoenix, Arizona 85016
(602) 536-8983
lgage@raylawaz.com
Pre-Submittal Conference: A Pre-Submittal meeting with City of Mesa Development
Services Staff was held on December 31, 2024. Staff reviewed the application and
recommended that adjacent residents, nearby registered neighbors, and interested parties
be contacted.
Action Plan:
In order to provide eZective citizen participation in conjunction with the application, the
following actions will be taken to provide opportunities to understand and address any real
or perceived impacts, of the development, that members of the community may have.
1. A contact list will be developed for citizens and agencies in this area including:
a. All registered neighborhood associations within one mile of the development.
b. Homeowners Associations within one half mile of the development.
c. Interested neighbors - focused on 1,000 feet from the Site, but may include
more.
d. Mesa School District, in writing, with copies to any nearby schools who may
be aZected by this application
2
2. All persons listed on the contact lists will receive a letter describing the proposed
development, development schedule, site plan, and an invitation to provide input.
a. Input received from the interested parties will be recorded and used to prepare
the Citizen Participation Report (CPR).
b. A neighborhood meeting will be held at some point. A summary of the
neighborhood meeting, sign-in sheets of neighbor meeting attendees,
concerns and solutions, if applicable, will be submitted in the CPR.
c. A notification letter advising of the date and time of the P&Z Board meeting will
be mailed out.
d. A notification letter advising of the date and time of the Design Review session
will be mailed out.
3. The CPR will be prepared and submitted to the City (10) days prior to the scheduled
public hearing. At a minimum, the report will include:
a. Details of techniques the applicant used to involve the public.
b. A summary of concerns, issues and problems expressed during the process.
c. How concerns issues and problems were addressed:
Schedule:
Pre-Submittal meeting – December 31, 2024
Application submittal –March 14, 2025
Neighborhood meeting – TBD
Submittal of CPR and Notification material – TBD
P&Z Board Hearing – TBD
City Council Hearing (Introduction) - TBD
City Council Hearing (Adoption) – TBD
The Lincoln
West of the Southwest Corner of Crismon Road and
Hampton Avenue
Citizen Participation Final Report
Submitted to:
City of Mesa
Planning Department
55 N. Center Street
Mesa, AZ 85201
For:
Porter Kyle Homes
Prepared by:
Ray Law Firm
Brennan Ray
2325 E. Camelback Rd, Ste 400
Phoenix, AZ 85016
Case Numbers: ZON25-00210 & ZON25-00313
Submitted: November 24, 2025
Citizen Participation Report for The Lincoln
Case # ZON25-00210 & ZON25-00313
Date: November 24, 2025
Purpose:
This report provides results of the implementation of the Citizen Participation Plan for The
Lincoln. The Lincoln is a proposed development submitted by Porter Kyle Builders, LLC (“Porter
Kyle”) for approval of a high-quality residential community located approximately 300’ west of the
southwest corner of East Hampton Avenue and South Crismon Road (the “Site”). Porter Kyle
proposes developing this challenging, in-fill site with 128 residences at a density of approximately
14.1 gross du/ac. To achieve this, Porter Kyle has requested to rezone the Site from Planned
Employment Park (PEP) with a Planned Area Development Overlay (“PAD”) to Multiple Residence-
2 with a PAD overlay (R-2 PAD).
This report provides evidence that citizens, neighbors, public agencies, and interested
persons have had adequate opportunity to learn about and comment on the proposed plans and
actions addressed in the application. Comments, sign-in lists, petitions, letters, summary sheets,
and other materials are attached.
Contact:
Brennan Ray
Ray Law Firm
2325 E. Camelback Rd. Suite 400
602-558-9934
bray@raylawaz.com
Neighborhood Meetings: The following are dates and locations of all meetings where citizens
were invited to discuss the proposal (comments, sign in lists and other feedback are attached):
1. Wednesday, May 21, 2025, at 6:00pm – Patterson Elementary School – Media Center- Zero
neighbors attended the meeting.
Correspondence and Telephone Calls:
1. Letters were mailed to neighbors, homeowner associations, and interested
neighborhoods within 1,000’ of the Site on 5/2/2025 to inform the neighbors about a
neighborhood meeting scheduled for 5/21/2025. The letter included information about
the purposed development and included exhibits. The letter with exhibits and mailing list
are attached. See Exhibit 1.
2. Signs for the Rezoning P&Z Hearing were posted on the site on 11/17/2025. The Affidavit
of Posting and photos of the signs are attached. See Exhibit 2.
3. Letters were mailed to neighbors, homeowner associations, and interested parties within
1,000’ of the Site on 11/21/2025 that included the Planning and Zoning hearing date of
12/10/2025. The letter also described the development and included exhibits of the
proposal. The letter with exhibits and labels is attached. See Exhibit 3.
Results:
There were 119 persons on the contact list as of the date of this Citizen Participation Report (see
attached) there has been no feedback or response from neighbors.
Exhibit 1
Neighborhood Meeting Letter, Exhibits
and Mailing List
Ray Law Firm
2325 E Camelback Rd. Ste 400
Phoenix, AZ 85016
Office: 602-558-9934
Email: bray@raylawaz.com
TO:
Area Neighbors
FROM:
Brennan Ray
DATE:
May 4, 2025
RE:
ZON25-00313 – The Lincoln
9905 East Hampton Avenue
Neighborhood Meeting
Dear Property Owner or Neighborhood Association Representative:
The purpose of this letter is to inform you that on behalf of Porter Kyle Builders, LLC (“Porter
Kyle”), we have scheduled a neighborhood meeting to review the proposed Rezoning that was
recently filed with the City of Mesa on 8.51 net acres located west of the southwest corner of
Hampton Avenue and Crismon Road (the “Site”). Porter Kyle is proposing to develop the Site
with a high-quality and highly amenitized multi-family residential development known as “The
Lincoln”. An aerial map and proposed site plan are attached.
The Site was zoned for commercial in 2010. Since that time, it has failed to develop consistent
with the entitlements, notwithstanding substantial commercial and residential growth that
has occurred in the City and surrounding areas, including the development of a Sherwin-
Williams painting store, Dutch Bros., and Eegee's. The Site's constraints (infill nature, lack of
arterial street visibility, and access limitations) and considerable changes in the commercial
landscape with the proliferation of online shopping limit its commercial viability. The
application request is to rezone the Site from PEP/PAD to RM-2/PAD to accommodate this
medium-density residential development consisting of 128 residential units creating a density
of 14.1 dwelling units per net acre.
A neighborhood meeting will be held at the time and place listed below to discuss the
proposed development and to answer questions you may have.
Wednesday, May 21, 2025, at 6:00pm
Patterson Elementary School – Media Center
615 S Cheshire, Mesa, AZ 85208
(Map of School attached)
There will be future public hearings with City of Mesa Planning Commission and City
Council. You will be notified of those hearings.
If you have any questions regarding this proposal or are unable to attend the neighborhood
meeting, please contact Lisa Gage, lgage@raylawaz.com or me at 602-558-9934,
bray@raylawaz.com.
Thank you.
Sincerely,
Brennan Ray
Patterson Elementary Map
Maricopa County GIO
Override 1
April 24, 2025
0
0.25
0.5
0.13
mi
0
0.4
0.8
0.2
km
1:18,056
2024 - Maricopa County Assessor's Office
Neighborhood Meeting
Wednesday, May 21, 2025 at 6:00pm
Patterson Elementary - Media Center
615 S. Cheshire Mesa, AZ 85208
SITE
E. HAMPTON AVENUE
S. CRISMON ROAD
APN: 220-80-008D
LUKES REWIRING LLC
ZONING: PEP PAD
APN: 220-82-004
MCR SCOTTSDALE LLC
ZONING: PEP PAD
BELLA ENCANTA
BK. 1567, PG. 11, MCR
ZONING: RM-2 PAD
ARIZONA DEPARTMENT OF
TRANSPORTATION
APN: 220-82-003
KFH CRISMON & HAMPTON LLC
ZONING: PEP PAD
APN: 220-82-005
GRAND VILLAGE
DEBORADO LLC
ZONING: PEP PAD
APN. 220-80-007Q
CRISMON ROAD LLC
ZONING: RS-43 PAD
CRISMON BUSINESS PARK AMD
BK. 775, PG. 39, MCR
ZONING: NC BIZ
SUBJECT
PROPERTY
US 60 HIGHWAY
APN: 220-81-402B
HD DEVELOPMENT OF
MARYLAND INC
ZONING: LC
APN: 220-81-403
TBHK AZ LLC
ZONING: LC
APN: 220-81-402A
GLBAL NEW MILLENNIUM
PARTNERS LTD
ZONING: LC
APN: 220-81-404
UNDERWOOD TROY
ELVIN/DEANN TR
ZONING: LC
APN: 220-80-005D
EAST HAMPTON
APARTMENTS
ZONING: RM-2 PAD
Designer:
Drawn by:
Project:
Sheet No.
Job No.
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602)263-1100
w w w . e p s g r o u p i n c . c o m
T:480.503.2250
F:480.503.2258
|
1130 N Alma School Road
Suite 120
Mesa, AZ 85201
24-0510 - Crismon & Hampton
Crismon & Hampton
City of Mesa, AZ
DH
JAJ
24-0510
of 1
1
100
0
100
200
scale: 1" = 100'
feet
1
EX01
Aerial Exhibit
MARCH 14, 2025 - 1ST ZONING/SPR SUBMITTAL
Or
Preliminary
Construction
Not For
Recording
Or
Preliminary
Construction
Not For
Recording
22080007Q
1330 S CRISMON ROAD LLC
7007 W HAPPY VALLEY RD
PEORIA, AZ 85383
22086182
AL-FAROUK CHERYL L
1650 S CRISMON RD UNIT 79
MESA, AZ 85209
22086178
ALVARADO MICHELLE
1650 S CRISMON RD UNIT 75
MESA, AZ 85209
22086149
ANANE MARGARET A
1650 S CRISMON RD UNIT 46
MESA, AZ 85209
22086156
ANTHONY DARLENE D
1650 S CRISMON RD 53
MESA, AZ 85208
22086179
ARCINIEGA FELIX ALDANA/DE ALDANA
CRISTINA ESPINOZA
1650 S CRISMON RD UNIT 76
MESA, AZ 85209
22086197
AUGUSTA CASITAS HOMEOWNERS
ASSOC
7255 E HAMPTON AVE STE 101
MESA, AZ 85209
22086173
AUGUSTINE PAUL E/GWENDA LOU TR
582 COUNTY RD 201
DURANGO, CO 81301
22080967
BECKFORD-COHALL TIA NICOLE
9848 E IDAHO AVE
MESA, AZ 85209
22084804
BELLA ENCANTA HOMEOWNERS
ASSOCIATION
1635 N GREENFIELD RD STE 115
MESA, AZ 85205
22084702
BELLA ENCANTA LLC
1635 N GREENFIELD RD STE 115
MESA, AZ 85205
22080964
BLAGG CARA M
9857 E IDAHO AVE
MESA, AZ 85209
22080966
BORJA MICHELLE/RICHARD
9856 E IDAHO AVE
MESA, AZ 85209
22086154
BRADLEY RICHARD
1650 S CRISMON RD UNIT 51
MESA, AZ 85209
22086160
BUSH RONNIE THOMAS
1650 S CRISMON RD UNIT 57
MESA, AZ 85209
22080005E
CABANA SOUTHERN LLC
8135 E INDIAN BEND RD STE 101
SCOTTSDALE, AZ 85250
22086155
CAMERON IAN P/PARK MARISA C
1650 S CRISMON RD 52
MESA, AZ 85209
22080927
CEBREROS AMBRE J/HECTOR G
1623 S ALICIA
MESA, AZ 85209
22081433
CENATIEMPO KEATON/SADIE J
2163 S BRISTOL
TEMPE, AZ 85283
22086136
CHANEY ADRIANE
1650 S CRISMON RD 33
MESA, AZ 85209
22086150
CHARMAYNE K BODKIN LIVING TRUST
1650 S CRIMSON RD UNIT 47
MESA, AZ 85208
22086166
COLLINS JANET M
1650 S CRISMON RD UNIT 63
MESA, AZ 85209
22080973
CONE COREY/CYNTHIA
9839 E INVERNESS AVE
MESA, AZ 85209
22080972
CONSTANCE R MARTINEZ LIVING TRUST
9831 E INVERNESS AVE
MESA, AZ 85209
22086153
CORATHERS AUDREY RUTH/RUSSELL
JAMES
1650 S CRISMON RD UNIT 50
MESA, AZ 85209
22081681
CRISMON CREEK VILLAGE
HOMEOWNERS ASSOCIATION
7255 E HAMPTON AVE STE 101
MESA, AZ 85209
22081745C
CRISMON SCOOP LLC
7046 N 2ND ST
PHOENIX, AZ 85020
22086152
CSHC HOLDINGS LLC
5840 E OCOTILLO RD
CAVE CREEK, AZ 85331
22086165
DB MESA 3 LLC
816 E BLUE RIDGE WAY
CHANDLER, AZ 85249
22086159
DEDERICK DAVID W/TAMARA J
8281 REDWOOD DR SE
AUMSVILLE, OR 97325
22086177
DILBECK ROBERT
3257 S OXLEY
MESA, AZ 852121977
22086147
DILLMAN STEPHANIE/BRADLEY
1650 S CRISMON RD 44
MESA, AZ 85209
22081430
DOLHENTY JENNIFER L
10020 E ISLETA AVE
MESA, AZ 85209
22080970
DUARTE BAUDELINA
9824 E IDAHO AVE
MESA, AZ 85209
22080971
ELIZABETH A BOBICK REVOCABLE
TRUST
9823 E INVERNESS AVE
MESA, AZ 85209
22086181
ENNIS KATELIN
1650 S CRISMON RD UNIT 78
MESA, AZ 85209
22086142
ERICKSON DAVID
1650 S CRISMON RD 39
MESA, AZ 85208
22086138
ESTRADA ANTHONY A/OLGA M
1650 S CRISMON RD 35
MESA, AZ 85208
22086170
FOTH FAMILY REVOCABLE TRUST
PO BOX 1461
CORTEZ, CO 81321
22080969
FRANGELLA ROBERT C/JANICE A
9832 E IDAHO AVE
MESA, AZ 85208
22086157
FRENCH DIANE/COFFEY CLAUDETTE
C/THORNTON E
995 CEDAR WAY SE
SALEM, OR 97302
22086180
FUENTES MARYANN
1650 S CRISMON RD UNIT 77
MESA, AZ 85209
22086162
G & J PARTNERSHIP LLC
3372 E ROADRUNNER DR
CHANDLER, AZ 85286
22086183
GADOMSKI DAVID A/DIANE M
1650 S CRISMON RD UNIT 80
MESA, AZ 85209
22081402A
GLOBAL NEW MILLENNIUM PARTNERS
LTD
4415 HIGHWAY 6
SUGAR LAND, TX 77478
22080974
GOFF LAWRENCE W/EDNA D
9847 E INVERNESS AVE
MESA, AZ 85208
22086158
GOMEZ JEROD I
1650 S CRISMON RD 55
MESA, AZ 85209
22086141
GOMEZ KATY
1650 S CRISMON RD UNIT 38UNIT 71
MESA, AZ 85209
22082005
GRAND VILLAGE DEBORADO LLC
10645 N TATUM BLVD STE 200 PMB 502
PHOENIX, AZ 85028
22086140
GREATER VALLEY DEVELOPMENT LLC
18567 E. STRAWBERRY DR
QUEEN CREEK, AZ 85142
22081745A
H RUDOLPH COMPANY LLC ^M
960 W BEHREND DR STE 1
PHOENIX, AZ 85027
22080005D
HAMPTON EAST APARTMENTS INVESTORS LLC/SS
HAMPTON AZ LLC/HAMPTON EAST APARTMENTS
INVESTORS II LLC/BIG
137 N LARCHMONT BLVD 231
LOS ANGELES, CA 90004
22081431
HATHAWAY LANDON LOUIS/HALEY
10022 E ISLETA AVE
MESA, AZ 85209
22081402B
HD DEVELOPMENT OF MARYLAND INC
2455 PACES FERRY RD
ATLANTA, GA 30339
22080930
HOBT FAMILY LIVING TRUST
1636 S FAITH
MESA, AZ 85209
22086172
HOLBROOK ALAYNA
1650 S CRISMON RD 69
MESA, AZ 85209
22086175
JASSO ANITA M
1650 S CRISMON RD UNIT 72
MESA, AZ 85209
22086143
JOANN M RUSSELL LIVING TRUST
1650 S CRISMON RD UNIT 40
MESA, AZ 85209
22082003
KFH CRISMON & HAMPTON LLC
2701 E CAMELBACK RD. 180
PHOENIX, AZ 85016
22086139
KUTZ JESSIE H
1650 S CRISMON RD UNIT 36
MESA, AZ 85208
22081434
LARSON SIERRA/GARY BLAKE
10028 E ISLETA AVE
MESA, AZ 85209
22080904
LICON ALEX/ADRIANA L
1622 S ALICIA
MESA, AZ 85209
22086145
LILJEKRANS JON/CONDO DEBORAH
1650 S CRISMON RD UNIT 42
MESA, AZ 85209
22081745B
LITCHFIELD EXCHANGE & HOLDINGS
LLC
1404 S LONGMORE
MESA, AZ 85202
22080963
LONG SCOTT DWAINE/SUSANNAH M
9849 E IDAHO AVE
MESA, AZ 85209
22080008D
LUKES REWIRING LLC
108 W NORTH LN
PHOENIX, AZ 850212487
22081427
MAKE CENTS LLC
PO BOX 22273
MESA, AZ 85277
22082004
MCR SCOTTSDALE LLC
10531 4S COMMONS DR 166-662
SAN DIEGO, CA 92127
22081970A
MESA I MSL LLC
4 PARK PLZ 1700
IRVINE, CA 92614
22081437
MEYER DEBORAH ESTHER
10034 E ISLETA AVE
MESA, AZ 85209
22086144
MILLER HANNAH
1650 S CRISMON RD UNIT 41
MESA, AZ 85209
22081746
MPT OF MESA LLC
1000 URBAN CENTER DR STE 501
BIRMINGHAM, AL 35242
22081438
NGUYEN JIMMY
10036 E ISLETA AVE
MESA, AZ 85209
22086174
OLSON KELLEE M
1650 S CRISMON RD UNIT 71UNIT 71
MESA, AZ 85209
22080929
PARK ASHBELL/PUALANI
1630 S FAITH
MESA, AZ 85209
22080975
PEREZ FELIPE
9855 E INVERNESS AVE
MESA, AZ 85209
22086161
PONG ROSEMARY G/ALEXANDER
HUNTER F
1650 S CRISMON RD UNIT 58
MESA, AZ 85209
22086151
PONNGUPATI MARY
1650 S CRISMON RD UNIT 48
MESA, AZ 85209
22080928
PRESCOTT RALPH S JR/IDA B
1624 S FAITH
MESA, AZ 85208
22081435
SCHAFER AMANDA
10030 E ISLETA AVE
MESA, AZ 85209
22086167
SCOTT SANDRA
1650 S CRISMON RD UNIT 64
MESA, AZ 85209
22081439
SHERMAN ERIK DANIEL/AUBREY
CHRISTINE
10038 E ISLETA AVE
MESA, AZ 85209
22086169
SHOEMAKER-HANSEN CHARLENE
1650 S CRISMON RD UNIT 66
MESA, AZ 85208
22080968
SIEH TRAVIS/SAVANNAH
9840 E IDAHO AVE
MESA, AZ 85209
22080976
SIERRA RANCH III HOME OWNERS
ASSOCIATION
2850 E CAMELBACK RD STE 315
PHOENIX, AZ 85016
22086137
SIMO TARA LEE
1650 S CRISMON CREEK RD UNIT 34
MESA, AZ 85209
22086168
SOUBLIS PANAGIOTA
1650 S CRISMON RD UNIT 65
MESA, AZ 85209
22086163
SVOBODA BEVERLY
1650 S CRISMON RD UNIT 60
MESA, AZ 85209
22081403
TBHK AZ LLC
25225 PRADO DE ROSADO
CALABASAS, CA 91302
22086176
THOMAS TRACEY L
1650 S CRISMON RD UNIT 73
MESA, AZ 85209
22081404
UNDERWOOD TROY ELVIN/DEANN TR
435 SHERIDAN AVE STE 301
PALO ALTO, CA 94306
22080007K
UNITED STATES POSTAL SERVICE
8055 E TUFTS AVE STE 400
DENVER, CO 802372881
22086148
VANPORTFLEET ROBERT M/TARA L
1650 S CRISMON RD 45
MESA, AZ 85208
22082006
VIRTUA MESA CRISMON OWNER LLC
17470 N PACESETTER WY 205
PHOENIX, AZ 85255
22080965
WALDECK JOHN/DEBI
9865 E IDAHO AVE
MESA, AZ 85209
22086164
WEBER KENNETH/DEVINE KRISTINE
2301 E TAHITIAN WAY
GILBERT, AZ 85234
22080926
WILKERSON CLARK T/SHEILA S
1629 S ALICIA
MESA, AZ 85208
22081432
WISEMAN ANTHONY M
6313 W DUBLIN LN
CHANDLER, AZ 85226
22086171
ZHANG YAO/WILLIAMS JAMIN T
5950 SYMPHONY WOODS RD STE 301
COLUMBIA, MD 21044
Councilmember Alicia Goforth
PO Box 1466
Mesa, AZ 85211-1466
John Zielonka
PO Box 1466
Mesa, AZ 85211-1466
City of Mesa Development Services
Department
ATTN: Nana Appiah
PO Box 1466
Mesa, AZ 85211-1466
City of Mesa Development Services
Department
ATTN: Cassidy Welch
PO Box 1466
Mesa, AZ 85211-1466
RAY LAW FIRM
PO BOX 6430
CHANDLER, AZ 85246
Exhibit 2
Sign Posting Affidavit(s) and Photos
City of Mesa Planning Division
AFFIDAVIT OF PUBLIC POSTING
Date: ___________________
I, Meghan Liggett, being the owner or authorized agent for the zoning case below,
do hereby affirm that I have posted the property related to case # ____________,
on __________________. The posting was in one place with one notice for each
quarter mile of frontage along perimeter right-of-way so that the notices were
visible from the nearest public right-of-way.
SUBMIT PHOTOGRAPHS OF THE POSTINGS MOUNTED ON AN 8.5”
BY 11” SHEET OF PAPER WITH THIS AFFIDAVIT.
Applicant’s/Representative’s signature:______________________________
SUBSCRIBED AND SWORN before me on _________________________
____________________________
Notary Public
11/21/25
ZON25-00210
W of SWC of Hampton Ave and Crismon Rd
11/21/25
City of Mesa Planning Division
AFFIDAVIT OF PUBLIC POSTING
Date: ___________________
I, Meghan Liggett, being the owner or authorized agent for the zoning case below,
do hereby affirm that I have posted the property related to case # ____________,
on __________________. The posting was in one place with one notice for each
quarter mile of frontage along perimeter right-of-way so that the notices were
visible from the nearest public right-of-way.
SUBMIT PHOTOGRAPHS OF THE POSTINGS MOUNTED ON AN 8.5”
BY 11” SHEET OF PAPER WITH THIS AFFIDAVIT.
Applicant’s/Representative’s signature:______________________________
SUBSCRIBED AND SWORN before me on _________________________
____________________________
Notary Public
11/21/25
ZON25-00313
W of SWC of Hampton Ave and Crismon Rd
11/21/25
Exhibit 3
Notice of Public Hearing Letter and
Mailing List
Ray Law Firm
2325 E Camelback Rd. Ste 400
Phoenix, AZ 85016
Office: 602-558-9934
Email: bray@raylawaz.com
TO:
Area Neighbors
FROM:
Brennan Ray
DATE:
November 21, 2025
RE:
ZON 25-00313 and ZON25-00210
The Lincoln
Dear Neighbor:
We have applied for Minor General Plan Amendment and Rezoning/Site Plan
approvals for the property located at located west of the southwest corner of Hampton
Avenue and Crismon Road. This request is for the development of a high-quality and highly
amenitized townhome residential development known as “The Lincoln”. The case numbers
assigned to this project are ZON25-00210 (Rezone, Site Plan, Preliminary Plat) and ZON25-
00313 (Minor General Plan Amendment).
These applications seek to amend the General Plan from “Urban Center” to “Urban
Residential” and rezone the Site from PEP PAD (Planned Employment Park with Planned
Area Development overlay) to RM-2 PAD (Multi-Residence with Planned Area Development
overlay). Special Use Permit, Site Plan and Preliminary Plat approval to allow for attached
single residence townhome development.
This letter is being sent to all property owners within 1,000 feet of the property at the
request of the City of Mesa Planning Division. Enclosed for your review is a copy of the site
plan and elevations of the proposed development. If you have any questions regarding this
proposal, please call me at 602-558-9934 or e-mail me at bray@raylawaz.com.
These applications will be scheduled for consideration by the Mesa Planning and
Zoning Board at their meeting held on December 10, 2025 in the Mesa City Hall located at
20 East Main Street. The meeting will begin at 4:00 p.m. You are invited to attend this
meeting and provide any input you may have regarding this proposal.
The public can attend the meeting either in-person or electronically and
telephonically. The live meeting may be watched on local cable Mesa channel 11, online at
Mesa11.com/live or www.youtube.com/user/cityofmesa11/live, or listened to by calling
888-788-0099 or 877-853-5247 (toll free) using meeting ID 825 0808 5605 and following
the prompts. If you want to provide a written comment or speak telephonically at the
meeting, please submit an online comment card by scanning the QR code below or visiting
https://www.mesaaz.gov/government/advisory-boards-committees/planning-zoning-
board/online-meeting-comment-card at least 1 hour prior to the start of the meeting. If you
want to speak at the meeting, you will need to indicate on the comment card that you would
like to speak during the meeting, and you will need to call 888-788-0099 or 877-853-5247
(toll free) using meeting ID 825 0808 5605 and following the prompts, prior to the start of
the meeting. You will be able to listen to the meeting; and when the item you have
indicated that you want to speak on is before the Board, your line will be taken off mute and
you will be given an opportunity to speak.
For help with the online comment card, or for any other technical difficulties, please
call 480-644-2099.
The City of Mesa has assigned this case to Cassidy Welch of their Planning Division
staff. She can be reached at 480-644-2591 Cassidy.Welch@mesaaz.gov, should you have
any questions regarding the public hearing process. If you have sold this property in the
interim, please forward this correspondence to the new owner.
Again, if you have any questions regarding this proposal, please call me at 602-558-
9934 or e-mail me at bray@raylawaz.com.
Sincerely,
Brennan Ray
/lcr
Attachments
QR CODE:
E. HAMPTON AVENUE
S. CRISMON ROAD
APN: 220-80-008D
LUKES REWIRING LLC
ZONING: PEP PAD
APN: 220-82-004
MCR SCOTTSDALE LLC
ZONING: PEP PAD
BELLA ENCANTA
BK. 1567, PG. 11, MCR
ZONING: RM-2 PAD
ARIZONA DEPARTMENT OF
TRANSPORTATION
APN: 220-82-003
KFH CRISMON & HAMPTON LLC
ZONING: PEP PAD
APN: 220-82-005
GRAND VILLAGE
DEBORADO LLC
ZONING: PEP PAD
APN. 220-80-007Q
CRISMON ROAD LLC
ZONING: RS-43 PAD
CRISMON BUSINESS PARK AMD
BK. 775, PG. 39, MCR
ZONING: NC BIZ
SUBJECT
PROPERTY
US 60 HIGHWAY
APN: 220-81-402B
HD DEVELOPMENT OF
MARYLAND INC
ZONING: LC
APN: 220-81-403
TBHK AZ LLC
ZONING: LC
APN: 220-81-402A
GLBAL NEW MILLENNIUM
PARTNERS LTD
ZONING: LC
APN: 220-81-404
UNDERWOOD TROY
ELVIN/DEANN TR
ZONING: LC
APN: 220-80-005D
EAST HAMPTON
APARTMENTS
ZONING: RM-2 PAD
Designer:
Drawn by:
Project:
Sheet No.
Job No.
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602)263-1100
w w w . e p s g r o u p i n c . c o m
T:480.503.2250
F:480.503.2258
|
1130 N Alma School Road
Suite 120
Mesa, AZ 85201
24-0510 - Crismon & Hampton
Crismon & Hampton
City of Mesa, AZ
DH
JAJ
24-0510
of 1
1
100
0
100
200
scale: 1" = 100'
feet
1
EX01
Aerial Exhibit
MARCH 14, 2025 - 1ST ZONING/SPR SUBMITTAL
Or
Preliminary
Construction
Not For
Recording
Or
Preliminary
Construction
Not For
Recording
Steve Atkins
Augusta Casitas Homeowners
Association
1650 S Crismon Rd 28
Mesa, AZ 85209
Kamin Havens
Augusta Ranch Community Master
Association
2401 S Lansing
Mesa, AZ 85209
Monte McCall
Augusta Ranch Community Master
Association
2256 S Faith
Mesa, AZ 85209
Coyote Landing HOA
Anthony Childers
Crismon Creek Homeowners
Association
10244 E Jerome Ave
Mesa, AZ 85209
Scott Boek
Crismon Creek Homeowners
Association
10152 E Jacob
Mesa, AZ 85209
Steve Atkins
Crismon Creek Village
1650 S Crismon Rd 28
Mesa, AZ 85209
Carol Sheppard
Crismon Crossing Homeowners
Association
1122 S Cerise
Mesa, AZ 85209
Mesa Sierra Ranch II Homeowners
Association, Inc.
Muirfield Village Community
Association
Roberta Cullen
Parkwood Ranch Community Master
Association
10418 E Diamond Ave
Mesa, AZ 85208
Donnis Plumb
Parkwood Ranch Community Master
Association
10458 E El Moro Ave
Mesa, AZ 85208
Misti Rash
Parkwood Ranch Community Master
Association
10614 E Carmel Ave
Mesa, AZ 85208
Kristen Reynolds
Parkwood Ranch Community Master
Association
10223 E Crescent Ave
Mesa, AZ 85208
Jennifer Sherwood
Parkwood Ranch Community Master
Association
10247 E Crescent Ave
Mesa, AZ 85208
Joseph Oasias
Sierra Ranch Homeowners
Association
9633 E Irwin Ave
Mesa, AZ 85209
Joseph Casias
Sierra Ranch III Homeowners
Association
9633 E Irwin Ave
Mesa, AZ 85209
David Wells
Sierra Ranch III Homeowners
Association
9642 E Irwin Ave
Mesa, AZ 85209
Superstition Canyon Property
Owners Association
John Kemper
Tivoli at Augusta Ranch Homeowners
Association
9000 E Pima Center Pkwy Suite 300
Scottsdale, AZ 85258
Jeff Lee
Villages of Eastridge Homeowners
Association
2125 S Archer
Mesa, AZ 85209
Wynstone Park Homeowners
Association, Inc.
22080007Q
1330 S CRISMON ROAD LLC
7007 W HAPPY VALLEY RD
PEORIA, AZ 85383
22086182
AL-FAROUK CHERYL L
1650 S CRISMON RD UNIT 79
MESA, AZ 85209
22086178
ALVARADO MICHELLE
1650 S CRISMON RD UNIT 75
MESA, AZ 85209
22086149
ANANE MARGARET A
1650 S CRISMON RD UNIT 46
MESA, AZ 85209
22086156
ANTHONY DARLENE D
1650 S CRISMON RD 53
MESA, AZ 85208
22086179
ARCINIEGA FELIX ALDANA/DE
ALDANA CRISTINA ESPINOZA
1650 S CRISMON RD UNIT 76
MESA, AZ 85209
22086197
AUGUSTA CASITAS HOMEOWNERS
ASSOC
7255 E HAMPTON AVE STE 101
MESA, AZ 85209
22086173
AUGUSTINE PAUL E/GWENDA LOU
TR
582 COUNTY RD 201
DURANGO, CO 81301
22080967
BECKFORD-COHALL TIA NICOLE
9848 E IDAHO AVE
MESA, AZ 85209
22084804
BELLA ENCANTA HOMEOWNERS
ASSOCIATION
1635 N GREENFIELD RD STE 115
MESA, AZ 85205
22084702
BELLA ENCANTA LLC
1635 N GREENFIELD RD STE 115
MESA, AZ 85205
22080964
BLAGG CARA M
9857 E IDAHO AVE
MESA, AZ 85209
22080966
BORJA MICHELLE/RICHARD
9856 E IDAHO AVE
MESA, AZ 85209
22086154
BRADLEY RICHARD
1650 S CRISMON RD UNIT 51
MESA, AZ 85209
22086160
BUSH RONNIE THOMAS
1650 S CRISMON RD UNIT 57
MESA, AZ 85209
22080005E
CABANA SOUTHERN LLC
8135 E INDIAN BEND RD STE 101
SCOTTSDALE, AZ 85250
22086155
CAMERON IAN P/PARK MARISA C
1650 S CRISMON RD 52
MESA, AZ 85209
22080927
CEBREROS AMBRE J/HECTOR G
1623 S ALICIA
MESA, AZ 85209
22081433
CENATIEMPO KEATON/SADIE J
2163 S BRISTOL
TEMPE, AZ 85283
22086136
CHANEY ADRIANE
1650 S CRISMON RD 33
MESA, AZ 85209
22086150
CHARMAYNE K BODKIN LIVING
TRUST
1650 S CRIMSON RD UNIT 47
MESA, AZ 85208
22086166
COLLINS JANET M
1650 S CRISMON RD UNIT 63
MESA, AZ 85209
22080973
CONE COREY/CYNTHIA
9839 E INVERNESS AVE
MESA, AZ 85209
22080972
CONSTANCE R MARTINEZ LIVING
TRUST
9831 E INVERNESS AVE
MESA, AZ 85209
22086153
CORATHERS AUDREY
RUTH/RUSSELL JAMES
1650 S CRISMON RD UNIT 50
MESA, AZ 85209
22081681
CRISMON CREEK VILLAGE
HOMEOWNERS ASSOCIATION
7255 E HAMPTON AVE STE 101
MESA, AZ 85209
22081745C
CRISMON SCOOP LLC
7046 N 2ND ST
PHOENIX, AZ 85020
22086152
CSHC HOLDINGS LLC
5840 E OCOTILLO RD
CAVE CREEK, AZ 85331
22086165
DB MESA 3 LLC
816 E BLUE RIDGE WAY
CHANDLER, AZ 85249
22086159
DEDERICK DAVID W/TAMARA J
8281 REDWOOD DR SE
AUMSVILLE, OR 97325
22086177
DILBECK ROBERT
3257 S OXLEY
MESA, AZ 852121977
22086147
DILLMAN STEPHANIE/BRADLEY
1650 S CRISMON RD 44
MESA, AZ 85209
22081430
DOLHENTY JENNIFER L
10020 E ISLETA AVE
MESA, AZ 85209
22080970
DUARTE BAUDELINA
9824 E IDAHO AVE
MESA, AZ 85209
22080971
ELIZABETH A BOBICK REVOCABLE
TRUST
9823 E INVERNESS AVE
MESA, AZ 85209
22086181
ENNIS KATELIN
1650 S CRISMON RD UNIT 78
MESA, AZ 85209
22086142
ERICKSON DAVID
1650 S CRISMON RD 39
MESA, AZ 85208
22086138
ESTRADA ANTHONY A/OLGA M
1650 S CRISMON RD 35
MESA, AZ 85208
22086170
FOTH FAMILY REVOCABLE TRUST
PO BOX 1461
CORTEZ, CO 81321
22080969
FRANGELLA ROBERT C/JANICE A
9832 E IDAHO AVE
MESA, AZ 85208
22086157
FRENCH DIANE/COFFEY
CLAUDETTE C/THORNTON E
995 CEDAR WAY SE
SALEM, OR 97302
22086180
FUENTES MARYANN
1650 S CRISMON RD UNIT 77
MESA, AZ 85209
22086162
G & J PARTNERSHIP LLC
3372 E ROADRUNNER DR
CHANDLER, AZ 85286
22086183
GADOMSKI DAVID A/DIANE M
1650 S CRISMON RD UNIT 80
MESA, AZ 85209
22081402A
GLOBAL NEW MILLENNIUM
PARTNERS LTD
4415 HIGHWAY 6
SUGAR LAND, TX 77478
22080974
GOFF LAWRENCE W/EDNA D
9847 E INVERNESS AVE
MESA, AZ 85208
22086158
GOMEZ JEROD I
1650 S CRISMON RD 55
MESA, AZ 85209
22086141
GOMEZ KATY
1650 S CRISMON RD UNIT 38
MESA, AZ 85209
22082005
GRAND VILLAGE DEBORADO LLC
10645 N TATUM BLVD STE 200 PMB
502
PHOENIX, AZ 85028
22086140
GREATER VALLEY DEVELOPMENT
LLC
18567 E. STRAWBERRY DR
QUEEN CREEK, AZ 85142
22081745A
H RUDOLPH COMPANY LLC
1830 N 95TH AVE STE 106
PHOENIX, AZ 85037
22080005D
HAMPTON EAST APARTMENTS
INVESTORS LLC/SS HAMPTON AZ
LLC/HAMPTON EAST APARTMENTS
INVESTORS II LLC/BIG
137 N LARCHMONT BLVD 231
22081431
HATHAWAY LANDON LOUIS/HALEY
10022 E ISLETA AVE
MESA, AZ 85209
22081402B
HD DEVELOPMENT OF MARYLAND
INC
2455 PACES FERRY RD
ATLANTA, GA 30339
22080930
HOBT FAMILY LIVING TRUST
1636 S FAITH
MESA, AZ 85209
22086172
HOLBROOK ALAYNA
1650 S CRISMON RD 69
MESA, AZ 85209
22086175
JASSO ANITA M
1650 S CRISMON RD UNIT 72
MESA, AZ 85209
22086143
JOANN M RUSSELL LIVING TRUST
1650 S CRISMON RD UNIT 40
MESA, AZ 85209
22082003
KFH CRISMON & HAMPTON LLC
2701 E CAMELBACK RD. 180
PHOENIX, AZ 85016
22086139
KUTZ JESSIE H
1650 S CRISMON RD UNIT 36
MESA, AZ 85208
22081434
LARSON SIERRA/GARY BLAKE
10028 E ISLETA AVE
MESA, AZ 85209
22080904
LICON ALEX/ADRIANA L
1622 S ALICIA
MESA, AZ 85209
22086145
LILJEKRANS JON/CONDO DEBORAH
1650 S CRISMON RD UNIT 42
MESA, AZ 85209
22081745B
LITCHFIELD EXCHANGE &
HOLDINGS LLC
1404 S LONGMORE
MESA, AZ 85202
22080963
LONG SCOTT DWAINE/SUSANNAH
M
9849 E IDAHO AVE
MESA, AZ 85209
22080008D
LUKES REWIRING LLC
108 W NORTH LN
PHOENIX, AZ 850212487
22081427
MAKE CENTS LLC
PO BOX 22273
MESA, AZ 85277
22082004
MCR SCOTTSDALE LLC
10531 4S COMMONS DR 166-662
SAN DIEGO, CA 92127
22081970A
MESA I MSL LLC
4 PARK PLZ 1700
IRVINE, CA 92614
22081437
MEYER DEBORAH ESTHER
10034 E ISLETA AVE
MESA, AZ 85209
22086144
MILLER HANNAH
1650 S CRISMON RD UNIT 41
MESA, AZ 85209
22081746
MPT OF MESA LLC
1000 URBAN CENTER DR STE 501
BIRMINGHAM, AL 35242
22081438
NGUYEN JIMMY
10036 E ISLETA AVE
MESA, AZ 85209
22086174
OLSON KELLEE M
1650 S CRISMON RD UNIT 71
MESA, AZ 85209
22080929
PARK ASHBELL/PUALANI
1630 S FAITH
MESA, AZ 85209
22080975
PEREZ FELIPE
9855 E INVERNESS AVE
MESA, AZ 85209
22086161
PONG ROSEMARY G/ALEXANDER
HUNTER F
1650 S CRISMON RD UNIT 58
MESA, AZ 85209
22086151
PONNGUPATI MARY
1650 S CRISMON RD UNIT 48
MESA, AZ 85209
22080928
PRESCOTT RALPH S JR/IDA B
1624 S FAITH
MESA, AZ 85208
22081435
SCHAFER AMANDA
10030 E ISLETA AVE
MESA, AZ 85209
22086167
SCOTT SANDRA
1650 S CRISMON RD UNIT 64
MESA, AZ 85209
22081439
SHERMAN ERIK DANIEL/AUBREY
CHRISTINE
10038 E ISLETA AVE
MESA, AZ 85209
22086169
SHOEMAKER-HANSEN CHARLENE
1650 S CRISMON RD UNIT 66
MESA, AZ 85208
22080968
SIEH TRAVIS/SAVANNAH
9840 E IDAHO AVE
MESA, AZ 85209
22080976
SIERRA RANCH III HOME OWNERS
ASSOCIATION
2850 E CAMELBACK RD STE 315
PHOENIX, AZ 85016
22086137
SIMO TARA LEE
1650 S CRISMON CREEK RD UNIT 34
MESA, AZ 85209
22086168
SOUBLIS PANAGIOTA
1650 S CRISMON RD UNIT 65
MESA, AZ 85209
22086163
SVOBODA BEVERLY
1650 S CRISMON RD UNIT 60
MESA, AZ 85209
22081403
TBHK AZ LLC
25225 PRADO DE ROSADO
CALABASAS, CA 91302
22086176
THOMAS TRACEY L
1650 S CRISMON RD UNIT 73
MESA, AZ 85209
22081404
UNDERWOOD TROY ELVIN/DEANN
TR
435 SHERIDAN AVE STE 301
PALO ALTO, CA 94306
22086148
VANPORTFLEET ROBERT M/TARA L
1650 S CRISMON RD 45
MESA, AZ 85208
22082006
VIRTUA MESA CRISMON OWNER LLC
17470 N PACESETTER WY 205
PHOENIX, AZ 85255
22080965
WALDECK JOHN/DEBI
9865 E IDAHO AVE
MESA, AZ 85209
22086164
WEBER KENNETH/DEVINE KRISTINE
2301 E TAHITIAN WAY
GILBERT, AZ 85234
22080926
WILKERSON CLARK T/SHEILA S
1629 S ALICIA
MESA, AZ 85208
22081432
WISEMAN ANTHONY M
6313 W DUBLIN LN
CHANDLER, AZ 85226
22086171
ZHANG YAO/WILLIAMS JAMIN T
5950 SYMPHONY WOODS RD STE
301
COLUMBIA, MD 21044
Councilmember Alicia Goforth
PO Box 1466
Mesa, AZ 85211-1466
John Zielonka
PO Box 1466
Mesa, AZ 85211-1466
City of Mesa Development Services
Department
ATTN: Nana Appiah
Mesa, AZ 85211-1466
City of Mesa Development Services
Department
ATTN: Cassidy Welch
Mesa, AZ 85211-1466