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Sun Devil Auto
Site Plan and Design Review
Case No. ZON25-00256
1st Submittal: March 31, 2025
2nd Submittal: May 19, 2025
Page 2 of 15
Legal Representative:
Withey Morris Baugh PLC
Adam Baugh/George Pasquel
2525 East Arizona Biltmore Circle, Suite A-212
Phoenix, Arizona 85016
Architect:
Pathangay Architects
Naving Pathangay
727 E. Bethany Home Rd.
Phoenix, Arizona, 85014
Civil Engineer:
Animas Civil Engineering
michael@animascivil.com
Development Team
Developer:
Vertical Development
Tom Higginbotham
4215 N Winfield Scott Plaza
Scottsdale, AZ 85251
Page 3 of 15
TABLE OF CONTENTS
A. PROJECT OVERVIEW .................................................................................................................. 4
B. RELATIONSHIP TO ADJACENT PROPERTIES ......................................................................... 4
C. GENERAL PLAN AND ZONING ................................................................................................. 4
D. PROJECT AND SITE LAYOUT .................................................................................................... 5
E. AUTO REPAIR STANDARDS ....................................................................................................... 6
F. SCREENING .................................................................................................................................. 6
G. ADHERENCE WITH SITE PLAN REVIEW CRITERIA .................................................................. 7
H. ADHERENCE WITH DESIGN REVIEW CRITERIA....................................................................... 9
I.
ADHERENCE TO QUALITY DEVELOPMENT DESIGN GUIDELINES .................................... 13
J. SUMMARY ................................................................................................................................... 15
LIST OF EXHIBITS
AERIAL CONTEXT MAP .................................................................................................................... 1
ZONING MAP .................................................................................................................................... 2
GENERAL PLAN MAP ........................................................................................................................ 3
PRELIMINARY PLAT ........................................................................................................................... 4
SITE PLAN ........................................................................................................................................... 5
CONCEPTUAL LANDSCAPE PLAN .................................................................................................. 6
ARCHITECTURAL PLANS .................................................................................................................. 6
Page 4 of 15
A. Introduction and Project Overview
On behalf of Sun Devil Auto, we submit this application for Site Plan, Design Review, and
Preliminary Plat for the approximate 5.87-acre property located east of the northeast corner of
Signal Butte Road and Southern Ave, otherwise commonly known as Maricopa County Assessor’s
Parcel Number 220-76-002X (the “Property”) (See Tab 1, Aerial Map). The Property is currently
undeveloped but has been planned for commercial development since it was originally zoned C-
2 in 1998 (and today it is zoned LC). (See Tab 2, Zoning Map). The property has been vacant ever
since.
The Property is located at the corner of an intensive commercial intersection. When this area
was planned 30 years ago, it was always expected to have commercial services and retail
offerings to support the surrounding community. Hence, its original zoning and accompanying
site plan showed a grocer and retail uses the site.
As commercial development has filled in, this remaining portion has yet to build. While a grocer
has not materialized, the opportunity to provide a 3-lot commercial plan will attract new uses.
With this application, Lot 1 is planned for Sun Devil Auto. Lots 2 & 3 are planned for future retail
uses. By approving this application, the property can be positioned in a way to attract uses and
complete this final development.
B. Zoning & Relationship to Adjacent Properties
The Property is located on land zoned LC. To the west, southwest, and south are lands zoned LC.
To the north and east is zoned land RS-6 PAD. This LC zoning (previously C-2) was established as
part of the adjacent PAD.
C. General Plan Designation
The Proposed Project is consistent with vision, guiding principles and strategies of the 2050
General Plan. The Property is located in the Urban Center placetype of the 2050 General Plan
and has a Growth Strategy of “Evolve.” (See Tab 3, General Plan Maps). The proposed
development is consistent with these designations.
Per the General Plan, the Urban Center placetype is typically located adjacent to transit or major
arterials and provides a variety of uses including retail, personal services, and convenience
services. The LC district is included in the recommended zoning districts for Urban Center
designations. The Evolve Growth Strategy designation encourages improvements to “…vacant,
Page 5 of 15
transitioning, or underdeveloped land that supports new development…” The proposed
development of the site with commercial / retail pads is in conformance with these designations.
D. Project & Site Layout
The development proposes three (3) commercial parcels. (See Tab 4, Preliminary Plat). Lot 1
will be Sun Devil Auto. Lot 2 will be a future retail pad. Lot 3 was originally planned for a big box
tenant. No user is planned at this time but hopefully the creation of this plat and the installation
of the necessary site work will spur new development interest for Lots 2 and 3.
The project is thoughtfully designed for compatibility with the surrounding commercial context
of the Property. Sun Devil Auto will be approximately 7,689 sf and 20-foot tall. The building is
oriented so its narrow side faces the street, and its bay doors face internal to the project. The
building complies with all the Mesa LC zoning district development standards and no deviations
are requested. (See Tab 5, Site Plan).
Access & Circulation
Access to the Property is provided via an access driveway on Southern Avenue. A secondary
access exists via a cross access easement to the west. Internal drive aisles will enable vehicle
circulation between the parcels, which will be facilitated by a cross-access agreement. Each
parcel provides the required parking spaces based on the applicable parking ratios. Parking
spaces are bookended by landscaped parking islands. Bicycle parking is also provided at a ratio
of 1 per 10 parking spaces consistent with the requirements of the Mesa Zoning Ordinance.
Refuse
The project will be served by refuse enclosures on each respective parcel, which will be located
between, and behind, the commercial buildings. The enclosures will be screened from the street
by either buildings and/or masonry screen walls.
Landscape and Open Space
Site landscaping will comply with Mesa’s development standards for perimeter landscaping,
foundation base landscaping, parking area landscaping, planting plans, and landscaped
pedestrian pathways. Average foundation base landscaping at the perimeter of buildings is
provided per City of Mesa standards and coordinated with the Cities fire department for arial
access roads, ariel access points and design guidelines. Foundation base landscaping for retail
buildings on lots 2 & 3 will be provided with individual site plan submissions as the project
develops.
Page 6 of 15
Design Theme
The architectural approach prioritizes a clean aesthetic and quality materials, resulting in a
timeless design that maintains visual interest. The combination of simple geometry and quality
materials results in a timeless design that maintains visual interest without excessive
ornamentation. Site circulation, signage integration, and compliance with standards regulation
have all been considered to ensure compatibility with a community context.
The color palette is consistent with Sun Auto’s branding and provides a clean, neutral look.
Materials like CMU walls and metallics tones provide varied visual interest.
The structure presents as a large, single-story volume, design for efficiency and ease of navigation
for both customers and staff. The straightforward geometry enhances visibility and creates a
bold street presence, contributing to the urban fabric with clarity and purpose.
This architectural theme aligns with the brand’s identity and operational needs with a
contemporary form, emphasizing horizontal line and strong massing embraces simplicity,
functionality and durability.
E. Automotive/Vehicle Repair Code Standards
The auto repair use is consistent with the standards in Section 11-31-6 “Automobile/Vehicle
Repair, Major and Minor”.
Section 11-31-6:
A. The project is part of a larger group commercial center.
B. The service and storage areas are screened as required by Section 11-30-9(f).
C. No used or discarded automotive parts or equipment or disabled, junked, or wrecked
vehicles will be stored outside of the main building.
D. All work will be performed indoors. Additionally, air compressors and similar devices
are housed in enclosed rooms designed to attenuate sound a minimum of 25 db.
F. Additional Screening Standards
The auto repair use requires additional screening as noted in Section 11-30-9(f)(2-4). The
following demonstrates how that standard is met.
2. Screening
a. The building is oriented so that the bay doors are perpendicular to the centerline of
the adjacent street. Also, the placement of building on Lot 2 will have an intervening
building such that the bays doors will be screened.
Page 7 of 15
b. While the bay doors are not setback from the street a distance of 200 feet, subsection
(d) below allows the current location as explained further below.
c. The building is oriented such that the bay doors are perpendicular to the centerline
axis of the abutting street.
d. Since the bay doors are less than 200 feet from an adjacent street, City code permits
berming in addition to canopy trees to provide screening.
3. Landscape Screening. Berming and large-canopy trees and shrubs are used to provide
screening to the bay doors when the bays are visible from the adjacent street.
4. Noise Reduction. Sun Auto locations are designed with enclosed service bays and non-
service interior spaces at the front of the building to reduce noise. In addition, air compressors
and air dryers are housed in an enclosed room at the back of the shop. Sun Auto, and the
industry in general, have shifted to electric tools, which drastically reduced shop noise (louder
pneumatic tools operated by air or gas under pressure were used in the past). This is especially
true of above-ground hoists (now electric versus pneumatic & above-ground versus in-ground)
and impact guns, which have greatly reduced noise.
G. Adherence with Site Plan Review Criteria
The project has been designed to adhere to the Site Plan Review (SPR) criteria specifically noted
in Ordinance Section 11-69-5 - Review Criteria as follows:
A. The project is consistent with and conforms to the adopted General Plan and any
applicable sub-area or neighborhood area plans (except no analysis of the use if it is
permitted in the zoning district on the property), is consistent with the development
standards of this Ordinance, and is consistent with and meets the intent of any applicable
design guidelines.
Response: The Property is designated as “Urban Center placetype” by the City of Mesa 2050
General Plan. Per the General Plan, the Urban Center placetype is typically located adjacent to
transit or major arterials and provides a variety of uses including retail, personal services, and
convenience services. The LC district is included in the recommended zoning districts for Urban
Center designations. The Evolve Growth Strategy designation encourages improvements to
“…vacant, transitioning, or underdeveloped land that supports new development…” The
proposed development of the site with commercial / retail pads is in conformance with these
designations.
B. The project is consistent with all conditions of approval imposed on the property whether
by ordinance, resolution or otherwise.
Page 8 of 15
Response: The project complies with all conditions imposed on the Property via
Ordinance No. 3436
C. The overall design of the project, including but not limited to the site layout, architecture
of the buildings or structures, scale, massing, exterior design, landscaping, lighting, and
signage, will enhance the appearance and features of the site and surrounding natural
and built environment.
Response: The project is designed to be compatible with the site design and architecture
of the surrounding commercial area as originally contemplated by the 2001 DR approval
for the shopping center. Building facades include multiple materials and colors, changes
in plane and height, and entry features to create visual interest.
D. The site plan is appropriate to the function of the project and will provide a suitable
environment for occupants, visitors, and the general community.
Response: The project is designed to be compatible with the site design and architecture
of the surrounding commercial area as originally contemplated by the 2001 DR approval
for the shopping center.
E. Project details, colors, materials, and landscaping are internally consistent, fully
integrated with one another, and used in a manner that is visually consistent with the
proposed architectural design.
Response: The project provides details, colors, materials, and landscaping that are
internally consistent and integrated in a manner visually consistent with the architectural
design, creating a cohesive aesthetic while also providing differentiation for the specific
users.
F. The project is compatible with neighboring development by avoiding big differences in
building scale and character between developments on adjoining lots in the same zoning
district and providing a harmonious transition in scale and character between different
districts.
Response: With building heights of only 20’ (which is well below the maximum standards
of the LC district), and increased building setbacks greater than the minimum required,
the project is thoughtfully designed for compatibility with the context of the Property.
The existing residential communities to the east will be separated from this building by
another intervening commercial building to be evaluated under a future separate DR
case.
G. The project contributes to the creation of a visually interesting built environment that
includes a variety of building styles and designs with well-articulated structures that
present well designed building facades, rooflines, and building heights within a unifying
Page 9 of 15
context that encourages increased pedestrian activity and promotes compatibility among
neighboring land uses within the same or different districts.
Response: As described herein, the project provides a high level of design that will
contribute visual interest to the built environment in the surrounding area. The design
presents a modern style of architecture featuring a facade with varied parapet heights,
recessed planes, and patterns of color, texture, and material. Buildings are well
articulated and presented at a compatible scale.
H. The streetscapes, including street trees, lighting, and pedestrian furniture, are consistent
with the character of activity centers, commercial districts, and nearby residential
neighborhoods.
Response: The project design presents a streetscape that is fully compliant with the
landscaping and development standards. In areas accessible to the public, parking,
sidewalks, landscaping, lighting, and the façade design of the building all contribute to the
creation of a high-quality commercial project.
I. Street frontages are attractive and interesting for pedestrians and provide for greater
safety by allowing for surveillance of the street by people inside buildings and elsewhere.
Response: The building orientation promotes pedestrian access to the adjacent street,
with the office interacting with human scale. The facade features varied scale, colors,
textures and patterns, and lighting.
J. The proposed landscaping plan is suitable for the type of project and site conditions and
will improve the appearance of the community by enhancing the building and site design;
and the landscape plan incorporates plant materials that are drought-tolerant, will
minimize water usage, and are compatible with Mesa's climate.
Response: The landscape design features native desert plants and appropriate trees,
shrubs, and ground cover materials to accentuate the natural environment. The plants
require minimal irrigation beyond establishment, and as native varieties should thrive
with naturally occurring rainfall. (See Tab 6, Conceptual Landscape Plan).
H. Adherence with Design Review Criteria
The project has been designed to adhere to the Site Plan Review (SPR) criteria specifically noted
in Ordinance Section 11-71-5.A - Review Criteria as follows:
A. Design Review Criteria
Page 10 of 15
The project has been designed to adhere to the Design Review (DR) criteria specifically noted in
Ordinance Section 11-71-6.A - Review Criteria.
1) The project is consistent with the applicable goals, objectives and policies of the general plan
and any applicable sub-area or neighborhood area plans; all of the development standards of this
ordinance; other adopted Council policies, as may be applicable; and any specific conditions of
approval placed on the zoning of the property.
Response: The project is consistent with the Urban Center placetype. Per the General Plan, the
Urban Center placetype is typically located adjacent to transit or major arterials and provides a
variety of uses including retail, personal services, and convenience services. The LC district is
included in the recommended zoning districts for Urban Center designations. The Evolve Growth
Strategy designation encourages improvements to “…vacant, transitioning, or underdeveloped
land that supports new development…” The proposed development of the site with commercial
/ retail pads is in conformance with these designations.
2) The overall design of the project including its scale, massing, site plan, exterior design, and
landscaping will enhance the appearance and features of the project site, the street type, and
surrounding natural and built environment.
Response: In this design, elements have been incorporated to highlight the volumes on the
building’s façades, avoiding large, unbroken surfaces lacking variation or movement among their
components. The addition of a new material and surface is intended to introduce visual diversity
to the building’s appearance, aligning with the rest of the design as well as with the surrounding
buildings design language. The use of warm tones/colors and materials such as stone, CMU, and
brick is consistent with the guidelines set forth in the MZO and with the neighboring structures.
3) The overall design will create a distinctive and appealing community by providing architectural
interest in areas visible from streets, sidewalks, and public areas.
Response: With the variety of material and shapes, the overall design provides a fresh view to
the neighborhood without exceeding the visual consistency of overall panorama, the criteria
applied has in mind to compensate the existing buildings, matching colors, materials, and tones.
With this approach, we intend to provide the first steps for a new architectural language to the
zone without leaving aside the existing conditions.
4) The project site plan is appropriate to the function of the project and will provide a suitable
environment for occupants, visitors, and the general community.
Response: The project is designed to be compatible with the site design and architecture of the
surrounding commercial area as originally contemplated by the 2001 DR approval for the
shopping center. The project provides details, colors, materials, and landscaping that are
internally consistent and integrated in a manner visually consistent with the architectural design,
creating a cohesive aesthetic while also providing differentiation for the specific users.
Page 11 of 15
5) Project details, colors, materials, and landscaping, are internally consistent, fully integrated
with one another, and used in a manner that is visually consistent with the proposed architectural
design and creates a safe, attractive and inviting environment at the ground floor of buildings on
sides used by the public
Response: See item 3 above in this section. The project provides details, colors, materials, and
landscaping that are internally consistent and integrated in a manner visually consistent with the
architectural design, creating a cohesive aesthetic while also providing differentiation for the
specific users.
6) The project is compatible with neighboring development by avoiding big differences in building
scale and character between developments on adjoining lots in the same zoning district and
providing a harmonious transition in scale and character between different districts.
Response: With building heights of only 20’ (which is well below the maximum standards of the
LC district), and increased building setbacks greater than the minimum required, the project is
thoughtfully designed for compatibility with the context of the Property. The existing residential
communities to the east will be separated from this building by another intervening commercial
building to be evaluated under a future separate DR case.
7) The project contributes to the creation of a visually interesting built environment that includes
a variety of building styles and designs with well-articulated structures that present well designed
building facades on all sides, rooflines, and building heights within a unifying context that
encourages increased pedestrian activity and promotes compatibility among neighboring land
uses within the same or different districts.
Response: The project provides details, colors, materials, and landscaping that are internally
consistent and integrated in a manner visually consistent with the architectural design, creating
a cohesive aesthetic while also providing differentiation for the specific users. With building
heights of only 20’ (which is well below the maximum standards of the LC district), and increased
building setbacks greater than the minimum required, the project is thoughtfully designed for
compatibility with the context of the Property. The existing residential communities to the east
will be separated from this building by another intervening commercial building to be evaluated
under a future separate DR case. As described herein, the project provides a high level of design
that will contribute visual interest to the built environment in the surrounding area. The design
presents a modern style of architecture featuring a facade with varied parapet heights, recessed
planes, and patterns of color, texture, and material. Buildings are well articulated and presented
at a compatible scale.
8) The project creates visual variety and relief in building and avoids a large-scale, bulky, or box-
like appearance.
Page 12 of 15
Response: The diversity in volume and height allows us to break with an austere and linear style
to align with MZO's requirements.
9) The streetscapes, including street trees, lighting, and pedestrian furniture, are consistent with
the character of activity centers, commercial districts and nearby residential neighborhoods.
Response: The project design presents a streetscape that is fully compliant with the landscaping
and development standards. In areas accessible to the public, parking, sidewalks, landscaping,
lighting, and the façade design of the building all contribute to the creation of a high-quality
commercial project.
10) Street frontages are attractive and interesting for pedestrians and provide for greater safety
by allowing for surveillance of the street by people inside buildings and elsewhere.
Response: See Sections I.D.(5) and III.J preceding.
11) The proposed landscaping plan is suitable for the type of project and site conditions and will
improve the appearance of the community by enhancing the building and site design; and the
landscape plan incorporates plant materials that are drought-tolerant, will minimize water usage,
and are compatible with Mesa's climate.
Response: See Section III.J preceding.
12) The project has been designed to be energy efficient including, but not limited to, building
siting, and landscape design. The project also mitigates the effects of solar exposure for users
and pedestrians. For purposes of this criterion, buildings that meet environmental standards such
as LEED™, Green Globes, or equivalent third-party certification are considered to be energy
efficient.
Response: The building is designed to meet or exceed the requirements of the International
Energy Conservation Code. Solar exposure for building occupants and visitors is managed through
landscape shading, shade canopies, eyebrow canopies at building entries, and site furnishings
featuring shade umbrellas. Also, the 12-foot-high base of the façade is designed using darker
materials and colors which limits reflected sunlight and glare for approaching pedestrians and
passersby. Insulated glazing is dark grey tinted and does not feature any reflective coating on the
outer pane. This reduces glare from glass surfaces and adds to the shading coefficient provided
to openings in the building exterior.
Page 13 of 15
I.
Adherence with Quality Development Design
Guidelines
This application has been prepared to be consistent with the goals and objectives of the City of
Mesa Quality Development Design Guidelines dated December 2019 pertaining to Industrial
developments:
1. Site Design:
Building Placement & Orientation
The site is designed, and buildings are placed, to most efficiently use the site while providing a
strong relationship to the street and visual interest in areas visible from public view. Site
infrastructure includes a complementary landscape palette, hardscape paving, site screen walls,
and site lighting.
Parking, Loading, & Vehicular Access
Each parcel provides sufficient parking, exceeding the minimum number of required spaces. Such
spaces are bookended by landscaped parking islands and are necessary to achieve each parcel’s
required parking.
Access to the Property is provided via an access driveway on Southern Avenue. A secondary
access exists via a cross access easement to the west. Internal drive aisles will enable vehicle
circulation between the parcels, which will be facilitated by a cross-access agreement. Each
parcel provides the required parking spaces based on the applicable parking ratios. Parking
spaces are bookended by landscaped parking islands. Bicycle parking is also provided at a ratio
of 1 per 10 parking spaces consistent with the requirements of the Mesa Zoning Ordinance.
Bicycle Parking
Bicycle parking areas are shown on the site plan and are conveniently located to allow for safe
storage. Per Section 11-32-8 of the MZO, bicycle parking is provided at 1 bicycle space per 10 on-
site vehicle parking spaces.
Landscaping & Shading
Landscape design of streetscapes along Southern Avenue consists of native vegetation found in
dry desert climates meeting Mesa landscape design standards. Proposed landscape concepts are
consistent throughout the development which will help visually tie the development together.
An automatic irrigation system for all landscaping includes sustainable drip irrigation systems to
minimize excess overwatering and wasting of precious resources.
Screening
Service bays are oriented away from the street and comply with the additional screening criteria.
Page 14 of 15
Refuse
The project will be served by refuse enclosures on each respective parcel, which will be located
between, and behind, the commercial buildings. The enclosures will be screened from the street
by either buildings and/or masonry screen walls.
Exterior Lighting
Lighting fixtures have been chosen to be harmonious with the overall building design and
architectural theme of the project. Exterior lighting consists of energy efficient LED lighting for
parking and service yard areas on sustainable timed control systems. Accent lighting is provided
at main entry points of the industrial buildings. Lighting is used to accent focal features such as
building entries.
2. Architectural Design:
General Design
The proposed Sun Auto project is a single-story, rectangular-form automotive service facility
designed with a functional layout that balances operational efficiency and customer comfort. The
building includes 10 service bays, administrative areas, customer amenities, and support spaces.
It integrates modern architectural elements with durable materials and warm, inviting colors.
The project prioritizes both visual appeal and code compliance, including features like screened
rooftop HVAC units and clearly designated service and public areas.
Entrances
The primary customer entrance is oriented towards the front façade and designed to be easily
identifiable with a transparent storefront system and canopy that signals the main point of
access. Staff and service personnel have separate, clearly marked entrances to ensure smooth
operational flow and privacy. The entrances are ADA-compliant and appropriately illuminated for
safety and visibility.
Massing & Scale
The massing of the building is straightforward and proportional to its function. As a one-story
structure, the height is kept modest and in scale with the surrounding commercial context. The
rectangular form ensures an efficient footprint while metal screening above the roofline offers
additional vertical articulation and conceals mechanical units in accordance with local
ordinances.
Façade Articulation
The façade incorporates rhythm and variation through the strategic placement of CMU (split face
and smooth), horizontal metal panels, and recessed service bay doors. The interplay between
textured masonry, colors, and sleek metal creates a modern aesthetic. Color blocking and trim
details further animate the elevation, emphasizing entry points and branding elements.
Page 15 of 15
Materials & Colors
Exterior materials include split-face and smooth concrete masonry units (CMU), metal wall
panels, and aluminum storefront systems. The color palette embraces warm, earthy tones
consistent with Sun Auto’s brand identity, including Sherwin-Williams SW7025 "Backdrop" and
SW9173 "Shiitake". These tones add depth and warmth to the façade, enhancing curb appeal
while maintaining durability.
Signage
Building signage will be placed prominently above the main entrance and along key façades,
designed in accordance with city signage codes. The signage utilizes Sun Auto’s logo and
corporate typeface, appropriately scaled to complement the building massing without
overwhelming the architectural design.
Service Areas & Utilities
All service-related functions, including 10 fully enclosed service bays, a tire storage room, and a
mechanical room, are located toward the rear and sides of the building for operational efficiency
and reduced visual impact. Utilities, including HVAC equipment, are roof-mounted and fully
screened by a metal enclosure to comply with local ordinances. Waste and recycling facilities are
positioned at an enclosed area to ensure minimal visibility and easy access for servicing.
J. Summary
The proposed site plan for the Property is precisely the type of use that has been contemplated
for this area of the City. The development will create new commercial opportunities and
positively contribute to the economic growth in the area. The use is consistent with the general
plan and underlying zoning. The site will be developed to be compatible with existing and future
commercial uses as this development achieves the goals and objectives of its original zoning and
design review plan.
Tab 1
N
Aerial Map
NEC Signal Butte and Southern - Mesa
Signal Butte Rd
Southern Ave
US 60 FWY
N
Aerial Map
NEC Signal Butte and Southern - Mesa
Signal Butte Rd
Southern Ave
Tab 2
N
Zoning Map = LC
NEC Signal Butte and Southern - Mesa
Tab 3
N
Placetype Map = Urban Center
NEC Signal Butte and Southern - Mesa
N
Growth Strategy Map = Evolve
NEC Signal Butte and Southern - Mesa
Tab 4
SHEET
OF
DATE:
JOB:
DWN:
CHK:
202502061
1
4
3/14/25
PRELIMINARY PLAT FOR
LE
JW
"MASS MARKET"
’
“
”
S. SIGNAL BUTTE ROAD
E. SOUTHERN AVENUE
LEGEND
LOT 3
LOT 1
LOT 2
SHEET
OF
DATE:
JOB:
DWN:
CHK:
202502061
2
4
3/14/25
PRELIMINARY PLAT FOR
LE
JW
"MASS MARKET"
S. SIGNAL BUTTE ROAD
LEGEND
LOT 3
LOT 1
LOT 2
SHEET
OF
DATE:
JOB:
DWN:
CHK:
202502061
3
4
3/14/25
PRELIMINARY PLAT FOR
LE
JW
"MASS MARKET"
E. SOUTHERN AVENUE
S. SIGNAL BUTTE ROAD
LEGEND
LOT 3
LOT 1
LOT 2
SHEET
OF
DATE:
JOB:
DWN:
CHK:
202502061
4
4
3/14/25
PRELIMINARY PLAT FOR
LE
JW
"MASS MARKET"
E. SOUTHERN AVENUE
Tab 5
SOUTHERN AVENUE
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
2
0
'
R
2
5
'
R
2
5
'
R
2
5
'R
4
9'
R
22'
8'
14
12
20'
20'
20'
20'
24'
20'
20'
20'
20'
20'
PROPOSED
BUILDING
7,689 S.F.
EXISTING
BUILDING
BERM WITHIN
LANDSCAPE
BUFFER
BERM WITHIN
LANDSCAPE
BUFFER
EXISTING
BUILDING
BICYCLE RACK
3 SPACES
EXISTING SIGN
EXISTING 8' PUBLIC UTILITY
& FACILITIES EASEMENT
PER 1999-0232465, M.C.R.
EXISTING 20'
EASEMENT FOR
PUBLIC UTILITY &
FACILITY
EXISTING STREET LIGHT
TO BE RELOCATED
PROPOSED DUMPSTER
WITH 8' ENCLOSURE
BAY DOORS
TYP.
PROPOSED MEDIAN TO BE
CONSTRUCTED BY OTHERS
PROPOSED MEDIAN TO BE
CONSTRUCTED BY OTHERS
EXISTING FIRE
HYDRANT TO BE
RELOCATED
EXISTING
SIGN
PROPOSED 15'
WATER EASEMENT
PROPOSED BFR
PROPOSED FIRE
HYDRANT
PROPOSED 30' UTILITY
& ACCESS EASEMENT
PROPOSED 30'
ACCESS EASEMENT
PROPOSED 24'
UTILITY & ACCESS
EASEMENT
PROPOSED 24' UTILITY
& ACCESS EASEMENT
PROPOSED 20' SEWER
EASEMENT
PROPOSED FIRE
HYDRANT
8" WATER LINE
8" WATER LINE
8" SEWER LINE
8" SEWER LINE
8" WATER LINE
PROPOSED 8"
WATER STUB
PROPOSED 8"
GATE VALVE
EXISTING 5' SEWER MANHOLE
PROPOSED 4'
SEWER MANHOLE
PROPOSED 4'
SEWER MANHOLE
PROPOSED 8" CLEANOUT
CONNECT TO EXISTING
8" WATER LINE
PROPOSED 6"
FIRE LINE
PROPOSED
1" DOMESTIC
LINE
PROPOSED 1"
IRRIGATION LINE
PROPOSED
FDC
PROPOSED SIDEWALK
RELOCATION
45.0'
59.0'
48.7'
15.0'
30.0'
5.0'
150.0' STORAGE
100.0' TAPER
65.0' ROW TO
CENTERLINE
24.0'
32.0'
8.0'
12.0'
9.0' TYP.
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
51.6'
23.5'
36.0'
18.0'
18.0'
15.0'
10.0'
15.0'
15.0'
30.0'
30.0'
CONNECT TO EXISTING 8" SEWER LINE
CONNECT TO EXISTING
STORM LINE
EXISTING
BUILDING
PROPOSED MEDIAN TO BE
CONSTRUCTED BY OTHERS
75.0' ROW TO
CENTERLINE
8" STORM BLEED-OFF
2
5
'R
49'R
S
S
S
S
S
S
EXISTING 16" WATER LINE
EXISTING 16" WATER LINE
EXISTING 8" WATER LINE
EXISTING 8" WATER LINE
EXISTING 8" SEWER LINE
EXISTING 8" WATER LINE
EXISTING 8" WATER LINE
EXISTING 8" WATER LINE
8" STORM
BLEED-OFF
EXISTING 8" STORM LINE
EXISTING 8" STORM LINE
EXISTING
CATCH BASIN
6" SEWER LINE
PROPOSED HEADWALL
PROPOSED
HEADWALL
PROPOSED
DETENTION POND
PROPOSED OUTFALL
STRUCTURE
PROPOSED 8" STUB FOR
FUTURE CONNECTION
PROPOSED
GRATE INLET
PROPOSED
GRATE INLET
PROPOSED 25' SETBACK
PROPOSED 5' SETBACK
PROPOSED 15' SETBACK
PROPOSED 30'
SETBACK
158.0'
50.0'
LOT 2
1.13 ACRES
LOT 1
0.99 ACRES
LOT 3
3.76 ACRES
25'R
2
5
'R
3
5
'R
35'R
3
5
'R
25'R
25'R
2
5
'
R
3
5
'
R
3
5
'R
2
5
'
R
3
5
'
R
3
5
'R
20'R
2
0
'
R
N0°07'47"W275.53'
S89°52'13"W134.89'
N0°07'47"W
10.00'
S89°52'13"W61.00'
N0°04'57"W 43.98'
S89°52'13"W
21.23'
N8°25'08"W
40.82'
N0°01'41"W191.15'
S89°52'13"W161.63'
S89°52'13"W176.08'
N0°07'47"W285.53'
S0°07'47"E675.21'
S89°52'13"W126.61'
N0°01'41"W33.19'
PROPOSED BARRICADE
ROW LINE
SIGNAL BUTTE ROAD
SOUTHERN AVENUE
MERIDIAN ROAD
BROADWAY ROAD
FLORIAN
AVENUE
CENTRAL
ARIZONA
CANAL
SITE
VICINITY MAP
NOT TO SCALE
DRAWN BY:
MD
SCALE
AS SHOWN
DATE
MARCH 2025
ACE PROJECT:
01201
SHEET TITLE:
PROJECT NAME:
NO.
REVISIONS
DATE
BY
Wednesday, April 30, 2025 5:13:39 PM
G:\Shared drives\Projects\01201 Sun Auto AZ - Mesa - Southern Signal Butte\CAD\Plan Sheets\Site Plan.dwg
SUN AUTO
NEC SOUTHERN AVE. &
SIGNAL BUTTE RD.
MESA, ARIZONA
© 2025 ANIMAS CIVIL
ENGINEERING, LLC
PHONE: 214-803-1099
AZ 25881
0
30'
60'
GRAPHIC SCALE 30'
N
S
W
E
ACCESSIBLE PARKING SYMBOL
ACCESSIBLE ROUTE
NUMBER OF PARKING SPACES
WATER METER
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
SANITARY SEWER MANHOLE
TYPICAL
BENCH MARK
GAS LINE MARKER
LEGEND
G
TYP.
BM
S
W
FDC
FH
FL
FL
FIRE LANE
PROPOSED SIDEWALK
BARRIER FREE RAMP
BFR
C-2.01
SITE PLAN
14
S0°07'47"E
275.53'
S89°52'13"W
134.89'
N0°04'57"W
43.98'
S89°52'13"W
21.23'
N8°25'08"W
40.82'
N0°01'41"W
191.15'
S0°07'47"E
285.53'
N89°52'13"E
49.47'
N0°07'47"W
10.00'
S89°52'13"W
126.61'
N89°52'13"E 176.08'
LOT 1
0.99 ACRES
N89°52'13"E 161.63'
S89°52'13"W
61.00'
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
S
S
W
W
SOUTHERN AVENUE
12
EXISTING TREE TO
BE REMOVED, TYP.
EXISTING TREE
TO REMAIN, TYP.
EXISTING SHRUBS TO
BE REMOVED, TYP.
EXISTING TREE TO
BE REMOVED, TYP.
EXISTING SHRUB
TO REMAIN, TYP.
NEC SOUTHERN AVE. &
SIGNAL BUTTE RD.
MESA, ARIZONA
03/31/25
a W
R
AWR Designs, LLC
P.O. Box 1746
Aledo, Texas 76008
amanda@awr-designs.com
c. 512.517.5589
TREE
PRESERVATION
PLAN
L1.01
TREE PRESERVATION LEGEND
TREE TO BE REMOVED
TREE TO REMAIN
TREE PRESERVATION FENCING
GRAPHIC SCALE
FEET
0
40
20
Scale 1"=20' - 0"
14
S0°07'47"E
275.53'
S89°52'13"W
134.89'
N0°04'57"W
43.98'
S89°52'13"W
21.23'
N8°25'08"W
40.82'
N0°01'41"W
191.15'
S0°07'47"E
285.53'
N89°52'13"E
49.47'
N0°07'47"W
10.00'
S89°52'13"W
126.61'
N89°52'13"E 176.08'
LOT 1
0.99 ACRES
N89°52'13"E 161.63'
S89°52'13"W
61.00'
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
S
S
W
W
SOUTHERN AVENUE
12
10
OL
3
SA
10
JS
6
AL
6
FC
2
CP
8
TB
34
YD
4
PA
3
RY
8
TB
3
FC
2
SA
2
TML
3
LO
3
GG
11
TS
7
TML
12
OL
6
FC
2
SA
1
LO
6
RY
5
JS
14
OL
20
FC
1
PV
8
RY
17
TS
3
GG
27
RY
30
GM
24
TS
11
CA
42
OL
15
FC
1/2" APACHE BROWN
ROCK, 3" DEPTH, OR OTHER
APPROVED BY OWNER, TYP.
EXISTING TREE
TO REMAIN, TYP.
3
PV
1/2" APACHE BROWN
ROCK, 3" DEPTH, OR
OTHER APPROVED BY
OWNER, TYP.
BENCH, TO BE
SELECTED BY
OWNER, TYP.
BENCH, TO BE
SELECTED BY
OWNER, TYP.
TRASH
RECEPTACLE
TO BE SELECTED
BY OWNER, TYP.
TRASH
RECEPTACLE
TO BE SELECTED
BY OWNER, TYP.
7
TB
1/2" APACHE BROWN
ROCK, 3" DEPTH, OR OTHER
APPROVED BY OWNER, TYP.
BOULDERS, TYP.
3
SA
3
GG
1/2" APACHE BROWN
ROCK, 3" DEPTH, OR OTHER
APPROVED BY OWNER, TYP.
BOULDERS, TYP.
1
SA
3
GG
6
RY
9
TS
5
GM
NEC SOUTHERN AVE. &
SIGNAL BUTTE RD.
MESA, ARIZONA
03/31/25
a W
R
AWR Designs, LLC
P.O. Box 1746
Aledo, Texas 76008
amanda@awr-designs.com
c. 512.517.5589
LANDSCAPE PLAN
L1.02
GRAPHIC SCALE
FEET
0
40
20
Scale 1"=20' - 0"
NEC SOUTHERN AVE. &
SIGNAL BUTTE RD.
MESA, ARIZONA
03/31/25
a W
R
AWR Designs, LLC
P.O. Box 1746
Aledo, Texas 76008
amanda@awr-designs.com
c. 512.517.5589
LANDSCAPE NOTES
L1.03
TREE PRESERVATION NOTES
CONSTRUCTION METHODS:
BORING: BORING OF UTILITIES UNDER PROTECTED TREES MAY BE REQUIRED.
WHEN REQUIRED, THE MINIMUM LENGTH OF THE BORE SHALL BE THE WIDTH
OF THE CRITICAL ROOT ZONE AND SHALL BE A MINIMUM DEPTH OF FORTY (48)
INCHES.
TRENCHING: ALL TRENCHING SHALL BE DESIGNED TO AVOID TRENCHING
ACROSS CRITICAL ROOT ZONES OF ANY PROTECTED TREE. THE PLACEMENT OF
UNDERGROUND UTILITY LINES SUCH AS ELECTRIC, PHONE, GAS, ETC., IS
ENCOURAGED TO BE LOCATED OUTSIDE THE CRITICAL ROOT ZONE.
TRENCHING FOR IRRIGATION SYSTEMS SHALL BE PLACED OUTSIDE THE
CRITICAL ROOT ZONE EXCEPT THE MINIMUM REQUIRED SINGLE HEAD SUPPLY
LINE. THIS LINE IS ALLOWED TO EXTEND INTO THE CRITICAL ROOT ZONE
PERPENDICULAR
TO
THE
TREE
TRUNK
WITH
THE
LEAST
POSSIBLE
DISTURBANCE.
TREES TO BE REMOVED: ALL TREES TO BE REMOVED FROM THE SITE SHALL BE
FLAGGED BY THE CONTRACTOR WITH BRIGHT RED VINYL TAPE WRAPPED
AROUND THE MAIN TRUNK AT A HEIGHT OF FOUR (4') FEET ABOVE GRADE.
TREES TO REMAIN: ALL TREES TO REMAIN, AS NOTED ON DRAWINGS, SHALL
HAVE PROTECTIVE FENCING LOCATED AT THE TREE'S DRIP LINE. THE
PROTECTIVE FENCING SHALL BE LOCATED AS INDICATED ON THE TREE
PROTECTION DETAIL.
EXISTING TREES NOTED
TO
REMAIN
SHALL
BE
PROTECTED DURING
CONSTRUCTION FROM DAMAGE AND COMPACTION OF SOIL UNDER AND
AROUND DRIP LINE OF TREE.
UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR PRUNE ANY PORTION OF
THE DAMAGED TREE WITHOUT THE PRIOR APPROVAL BY THE OWNER'S
AUTHORIZED REPRESENTATIVE.
PROHIBITED ACTIVITIES IN CRITICAL ROOT ZONE:
THE FOLLOWING ACTIVITIES ARE PROHIBITED IN THE AREAS NOTED AS THE
CRITICAL ROOT ZONE.
MATERIAL STORAGE: NO MATERIALS INTENDED FOR USE IN CONSTRUCTION,
OR WASTE MATERIALS ACCUMULATED DUE TO EXCAVATION OR DEMOLITION,
SHALL BE PLACED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY
PROTECTED TREE.
EQUIPMENT CLEANING/LIQUID DISPOSAL: NO EQUIPMENT SHALL BE CLEANED,
OR OTHER LIQUIDS DEPOSITED OR ALLOWED WITHIN THE LIMITS OF THE
CRITICAL ROOT ZONE OF A PROTECTED TREE. THIS INCLUDES, WITHOUT
LIMITATION: PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR OR SIMILAR
MATERIALS.
TREE ATTACHMENTS: NO SIGNS, WIRES, OR OTHER ATTACHMENTS, OTHER
THAN THOSE OF A PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY
PROTECTED TREE.
VEHICULAR TRAFFIC: NO VEHICULAR AND/OR CONSTRUCTION, EQUIPMENT,
TRAFFIC, OR PARKING SHALL TAKE PLACE WITHIN THE LIMITS OF THE CRITICAL
ROOT ZONE OF ANY PROTECTED TREE OTHER THAN ON EXISTING STREET
PAVEMENT.
GRADE CHANGES: A MINIMUM OF 75% OF THE DRIP LINE AND ROOT ZONE
SHALL BE PRESERVED AT NATURAL GRADE. ANY FINE GRADING DONE WITHIN
THE CRITICAL ROOT ZONES OF THE PROTECTED TREES MUST BE DONE WITH
LIGHT MACHINERY SUCH AS A BOBCAT OR LIGHT TRACTOR. NO EARTH MOVING
EQUIPMENT WITH TRACKS IS ALLOWED WITHIN THE CRITICAL ROOT ZONE OF
THE TREES.
PROCEDURES REQUIRED PRIOR TO CONSTRUCTION:
PROTECTIVE FENCING: PRIOR TO CONSTRUCTION, THE CONTRACTOR OR
SUBCONTRACTOR SHALL CONSTRUCT AND MAINTAIN, FOR EACH PROTECTED
TREE ON A CONSTRUCTION SITE, A PROTECTIVE FENCING WHICH ENCIRCLES
THE OUTER LIMITS OF THE CRITICAL ROOT ZONE OF THE TREE TO PROTECT IT
FROM CONSTRUCTION ACTIVITY. ALL PROTECTIVE FENCING SHALL BE IN PLACE
PRIOR TO COMMENCEMENT OF ANY SITE WORK, AND REMAIN IN PLACE UNTIL
ALL EXTERIOR WORK HAS BEEN COMPLETED.
BARK PROTECTION: IN SITUATIONS WHERE A PROTECTED TREE REMAINS IN
THE IMMEDIATE AREA OF INTENDED CONSTRUCTION, AND THE LANDSCAPE
ARCHITECT OR OWNERS'S REPRESENTATIVE DETERMINES THE TREE BARK TO
BE IN DANGER OF DAMAGE BY CONSTRUCTION EQUIPMENT OR OTHER
ACTIVITY, THE CONTRACTOR OR SUBCONTRACTOR SHALL PROTECT THE TREE
BY ENCLOSING THE ENTIRE CIRCUMFERENCE OF THE TREE WITH 2"X4" LUMBER
ENCIRCLED WITH WIRE OR OTHER MEANS THAT DO NOT DAMAGE THE TREE.
THE INTENT IS TO PROTECT THE BARK OF THE TREE AGAINST INCIDENTAL
CONTACT BY LARGE CONSTRUCTION EQUIPMENT.
TREE PROTECTION FENCING
N.T.S.
1
METAL T-POST 2'-3'
IN GROUND
ORANGE VINYL OR CHAIN LINK
FENCE TO REMAIN DURING
CONSTRUCTION
NO GRADING SHALL OCCUR
WITHIN LIMITS OF DRIPLINE
EXISTING TREE
NO ENTRY SIGNAGE
4' MIN.
BORING:
BORING OF UTILITIES UNDER PROTECTED TREES SHALL BE REQUIRED IN CIRCUMSTANCES
WHERE IT IS NOT POSSIBLE TO TRENCH AROUND THE CRITICAL ROOT ZONE OF THE
PROTECTED TREE. WHERE REQUIRED, THE LENGTH OF THE BORE SHALL BE THE WIDTH OF
THE CRITICAL ROOT ZONE AT A MINIMUM AND SHALL BE A MINIMUM DEPTH OF FORTY EIGHT
(48") INCHES.
TRENCH =
40% ROOT KILL
TUNNELING
SAVES ROOTS
PROTECTED TREE
DRIP LINE
BORING AND TUNNELING
N.T.S.
2
WHERE A PROTECTED TREE REMAINS IN THE IMMEDIATE AREA OF INTENDED CONSTRUCTION, AND
THE TREE MAY BE IN DANGER OF BEING DAMAGED BY CONSTRUCTION EQUIPMENT OR OTHER
ACTIVITY, THE CONTRACTOR OR SUBCONTRACTOR SHALL PROTECT THE TREE WITH 2" X 4" LUMBER
ENCIRCLED WITH WIRE OR OTHER MEANS THAT DO NOT DAMAGE THE BARK OF THE TREE. THE
INTENT IS TO PROTECT THE TRUNK OF THE TREE AGAINST INCIDENTAL CONTACT BY LARGE
CONSTRUCTION EQUIPMENT.
2" X 4" LUMBER
WIRE
FINISH GRADE
BARK PROTECTION
N.T.S.
3
LANDSCAPE NOTES
1.
CONTRACTOR TO VERIFY AND LOCATE ALL PROPOSED AND EXISTING ELEMENTS.
NOTIFY LANDSCAPE ARCHITECT OR DESIGNATED REPRESENTATIVE FOR ANY LAYOUT
DISCREPANCIES OR ANY CONDITION THAT WOULD PROHIBIT THE INSTALLATION AS
SHOWN. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS
2.
CONTRACTOR SHALL CALL 811 TO VERIFY AND LOCATE ANY AND ALL UTILITIES ON
SITE PRIOR TO COMMENCING WORK. LANDSCAPE ARCHITECT SHOULD BE NOTIFIED
OF ANY CONFLICTS. CONTRACTOR TO EXERCISE EXTREME CAUTION WHEN WORKING
NEAR UNDERGROUND UTILITIES.
3.
A MINIMUM OF 2% SLOPE SHALL BE PROVIDED AWAY FROM ALL STRUCTURES.
4.
CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS AS
INDICATED. LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL FINISHED GRADE IN
PLANTING AREAS AND 1" BELOW FINAL FINISHED GRADE IN LAWN AREAS.
5.
LANDSCAPE ISLANDS SHALL BE CROWNED, AND UNIFORM THROUGHOUT THE SITE.
6.
PLANTING AREAS AND SOD TO BE SEPARATED BY STEEL EDGING. NO STEEL EDGING
SHALL BE INSTALLED ADJACENT TO BUILDINGS, WALKS OR CURBS. EDGING NOT TO
BE MORE THAN 1/2" ABOVE FINISHED GRADE.
7.
EDGING SHALL BE CUT AT 45 DEGREE ANGLE WHERE IT INTERSECTS WALKS AND/OR
CURBS.
8.
MULCH SHALL BE INSTALLED AT 1/2" BELOW THE TOPS OF SIDEWALKS AND CURBING.
9.
QUANTITIES ON THESE PLANS ARE FOR REFERENCE ONLY. THE SPACING OF PLANTS
SHOULD BE AS INDICATED ON PLANS OR OTHERWISE NOTED. ALL TREES AND
SHRUBS SHALL BE PLANTED PER DETAILS.
10.
CONTAINER GROWN PLANT MATERIAL IS PREFERRED HOWEVER BALL AND BURLAP
PLANT MATERIAL CAN BE SUBSTITUTED IF NEED BE AND IS APPROPRIATE TO THE SIZE
AND QUALITY INDICATED ON THE PLANT MATERIAL LIST.
11.
TREES SHALL BE PLANTED AT A MINIMUM OF 5' FROM ANY UTILITY LINE, SIDEWALK OR
CURB. TREES SHALL ALSO BE 10' CLEAR FROM FIRE HYDRANTS.
12.
4" OF SHREDDED HARDWOOD MULCH (2" SETTLED THICKNESS) SHALL BE PLACED
OVER WEED BARRIER FABRIC. MULCH SHALL BE SHREDDED HARDWOOD MULCH OR
APPROVED EQUAL, PINE STRAW MULCH IS PROHIBITED.
13.
WEED BARRIER FABRIC SHALL BE USED IN PLANT BEDS AND AROUND ALL TREES AND
SHALL BE MIRAFI 1405 WEED BARRIER OR APPROVED EQUAL.
14.
CONTRACTOR TO PROVIDE UNIT PRICING OF LANDSCAPE MATERIALS AND BE
RESPONSIBLE FOR OBTAINING ALL LANDSCAPE AND IRRIGATION PERMITS.
IRRIGATION:
1.
ALL REQUIRED LANDSCAPE AREAS SHALL HAVE AN AUTOMATIC IRRIGATION SYSTEM
WITH A FREEZE/RAIN SENSOR. SYSTEM SHALL ALSO HAVE AN ET WEATHER BASED
CONTROLLER AND BE DESIGNED AND INSTALLED BY A LICENSED IRRIGATOR.
MAINTENANCE REQUIREMENTS:
1.
VEGETATION SHOULD BE INSPECTED REGULARLY TO ENSURE THAT PLANT
MATERIAL IS ESTABLISHING PROPERLY AND REMAINS IN A HEALTHY GROWING
CONDITION APPROPRIATE FOR THE SEASON. IF DAMAGED OR REMOVED, PLANTS
MUST BE REPLACED BY A SIMILAR VARIETY AND SIZE.
2.
MOWING, TRIMMING, EDGING AND SUPERVISION OF WATER APPLICATIONS SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL THE OWNER OR OWNER'S
REPRESENTATIVE ACCEPTS AND ASSUMES REGULAR MAINTENANCE.
3.
ALL LANDSCAPE AREAS SHOULD BE CLEANED AND KEPT FREE OF TRASH, DEBRIS,
WEEDS AND OTHER MATERIAL.
MISCELLANEOUS MATERIALS:
1.
ROCK SHALL LOCALLY AVILABLE 3/4" DIAMETER. ROCK SHALL BE COMPACTED TO
A MINIMUM OF 3" DEPTH OVER FILTER FABRIC.
PRUNING AND TRIMMING NOTES
1.
CONTRACTOR SHALL PRUNE ALL EXISTING TREES ON-SITE USING STANDARD
GUIDELINES IN THE INDUSTRY.
2.
ALL TREES SHALL BE TRIMMED SO THAT NATURAL SHAPES OF THE PLANTS ARE
RETAINED.
3.
DO NOT 'TOP' OR 'HEAD' TREES.
4.
IF BALLING OR SHEARING OF TREES HAS OCCURRED IN THE PAST, DISCONTINUE
THIS PRACTICE AND ALLOW PLANTS TO GROW INTO NATURAL SHAPE.
5.
REMOVE SUCKERS, DEAD, DYING, DISEASED, BROKEN AND / OR WEAK BRANCHES
FROM ALL TREES ALONG THE MAIN TRUNK STRUCTURE AND WITHIN THE
BRANCHING AREA.
6.
CONTRACTOR SHALL PRUNE EXISTING DECIDUOUS HARDWOOD BY REMOVING
LOWER LIMBS TO RAISE THE CANOPY. THE BOTTOM OF THE CANOPY SHALL BE
RAISED TO 12'-0" ABOVE GRADE FOR DECIDUOUS HARDWOOD TREES, WHEN
POSSIBLE. THE INTEGRITY OF THE CANOPY AND STRUCTURE OF THE TREE SHALL
BE MAINTAINED. DO NOT CUT OR PRUNE CENTRAL LEADERS.
7.
CONTRACTOR SHALL THIN THE CANOPY BY ONE-FOURTH. PRUNE TREE TO EVENLY
SPACE BRANCHES WITHIN THE CANOPY WHENEVER POSSIBLE. REMOVE THOSE
LIMBS THAT CROSS OTHERS, DOUBLE LEADERS AND THOSE THAT EXCESSIVELY
EXTEND BEYOND THE NATURAL CROWN OF THE TREE.
8.
CONTRACTOR SHALL PROVIDE DEEP ROOT FEEDING AND INVIGORATION OF
EXISTING TREES. THIS SHALL BE ORGANIC BASED NUTRIENTS BASED FOR ROOT
GROWTH AND LEAF GROWTH STIMULATION.
9.
CONTRACTOR SHALL BE REQUIRED TO CHIP ALL REMOVED BRANCHES, LEAFS, ETC.
NEC SOUTHERN AVE. &
SIGNAL BUTTE RD.
MESA, ARIZONA
03/31/25
a W
R
AWR Designs, LLC
P.O. Box 1746
Aledo, Texas 76008
amanda@awr-designs.com
c. 512.517.5589
LANDSCAPE
SPECIFICATIONS
AND DETAILS
L1.04
SHRUB PLANTING
SHRUBS OR GROUNDCOVER AS
SPECIFIED ON PLAN
PLANTING SOIL MIX. TILL IN WITH PARTS
EXISTING SOIL, EXCLUDING LARGE
CLODS AND ROCKS.
ROOT BALL, DO NOT
DISTURB
UNDISTURBED SUBGRADE / NATIVE SOIL
LAYER OF MULCH,
SETTLED THICKNESS
SHOULD BE 2" MIN.
CURB OR SIDEWALK,
NO STEEL EDGING
ALONG WALK, TYP.
TOP OF MULCH SHOULD BE,
AT MINIMUM, 1/2" BELOW
WALK OR CURBING
REF. LANDSCAPE
PLAN FOR SPACING
2
N.T.S.
1/2" MAXIMUM
O.C. SPACING
O.C. SPACING
BACK OF CURB
MULCH/ROCK
24" MIN. SETBACK
FOR SHRUBS &
GROUNDCOVERS
ALONG BACK OF
CURB TO ALLOW
FOR CAR OVERHANG
SHRUB SPACING AND PLANTING AT B.O.C.
3
N.T.S.
4'
MIN.
2.5'
MIN.
SPECIFIED
BED BORDER
2'
MIN.
BACK OF CURB
MULCH/ROCK PER SPECIFICATIONS
LAWN
SHRUBS AND GROUNDCOVER
REFER TO PLANS FOR PLANT TYPES
PREPARED SOIL MIX
PER SPECIFICATIONS
3/16" X 4" X 16" STEEL EDGING WITH
STAKES
NOTE: NO STEEL EDGING
TO BE INSTALLED ALONG
SIDEWALKS
1/2" MAXIMUM
STEEL EDGING DETAIL
4
N.T.S.
DECOMPOSED GRANITE / RIVER ROCK
5
N.T.S.
DECOMPOSED GRANITE AND/OR
RIVER ROCK TO BE
COMPACTED TO A 3" DEPTH
PLANTING AREA, REFERENCE
LANDSCAPE PLAN
DECOMPOSED GRANITE /
RIVER ROCK
ENSURE PROPER DRAINAGE
STEEL EDGING
COMPACTED SUBGRADE
TREE PLANTING
N.T.S.
1
(3) 2" DIA. X 8' LENGTH
LARGE METAL "T" POSTS
IN UNDISTURBED SOIL
TIE TO STAKE WITH
PLASTIC CHAIN TIES
NEVER CUT LEADER
SET TOP OF ROOT BALL
3" ABOVE FINISH GRADE.
MULCH - 3" MIN. DEPTH
BUILD 4" HT. SAUCER AROUND
PLANTING PIT WITH TOPSOIL.
6" MIN.
UNDISTURBED SUBGRADE
12"
MIN. ALL SIDES
12"
MIN. ALL SIDES
PLACE TWO ON PREVAILING
WIND SIDE OF TREE
(PAINTED BLACK)
BACK FILL / PLANTING SOIL MIX. TILL
IN WITH PARTS EXISTING SOIL,
EXCLUDING LARGE CLODS AND
ROCKS.
FINISH GRADE
SECTION 32 9300 - LANDSCAPE
PART 1 - GENERAL
1.1
QUALIFICATIONS OF THE LANDSCAPE CONTRACTOR.
A.
ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY
A SINGLE FIRM SPECIALIZING IN LANDSCAPE PLANTING
1.2
REFERENCE DOCUMENTS
A.
REFER TO LANDSCAPE PLANS, NOTES, SCHEDULES AND DETAILS FOR
ADDITIONAL REQUIREMENTS
1.3
SCOPE OF WORK / DESCRIPTION OF WORK
A.
WORK
COVERED
BY
THESE
SECTIONS
INCLUDES:
FURNISH
ALL
SUPERVISIONS,
LABOR,
MATERIALS,
SERVICES,
EQUIPMENT
AND
APPLIANCES
REQUIRED
TO
COMPLETE
THE
WORK
COVERED
IN
CONJUNCTION WITH THE LANDSCAPING COVERED IN LANDSCAPE PLANS
AND SPECIFICATIONS INCLUDING:
1.
PLANTING (TREES, SHRUBS, GRASSES)
1.
BED PREP AND FERTILIZATION
3.
NOTIFICATION OF SOURCES
4.
WATER AND MAINTENANCE UNTIL ACCEPTANCE
5.
GUARANTEE
B.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE
LAWS, CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING
JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND
PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN
SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS.
C.
THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
UNDERGROUND UTILITY LINES (WATER, SEWER, ELECTRICAL, TELEPHONE,
GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK
1.4
REFERENCES
A.
AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY AMERICAN
ASSOCIATION OF NURSERYMEN; 27 OCTOBER 1980, EDITION; BY AMERICAN
NATIONAL STANDARDS INSTUTUTE (Z60.1) - PLANT MATERIAL
B.
AMERICAN JOINT COMMITTEE ON HORTICULTURE NOMENCLATURE; 1942
EDITION OF STANDARDIZED PLANT NAMES.
C.
TEXAS ASSOCIATION OF NURSERYMEN, GRADES AND STANDARDS
1.5
SUBMITTALS
A.
PROVIDE REPRESENTATIVE QUANTITIES OF EACH SOIL, MULCH, BED MIX,
GRAVEL AND STONE BEFORE INSTALLATION. SAMPLES TO BE APPROVED BY
OWNER'S REPRESENTATIVE BEFORE USE.
B.
SOIL AMENDMENTS AND FERTILIZERS SHOULD BE RESEARCHED AND BASED
ON THE SOILS IN THE AREA.
C.
BEFORE INSTALLATION, SUBMIT DOCUMENTATION THAT PLANT MATERIALS
ARE AVAILABLE AND HAVE BEEN RESERVED. FOR ANY PLANT MATERIAL NOT
AVAILABLE, SUBMIT REQUEST FOR SUBSTITUTION.
1.6
JOB CONDITIONS, DELIVERY, STORAGE AND HANDLING
A.
GENERAL CONTRACTOR TO COMPLETE WORK BEFORE LANDSCAPE
CONTRACTOR TO COMMENCE.
B.
ALL PLANTING BED AREAS SHALL BE LEFT THREE INCHES BELOW FINAL
GRADE OF SIDEWALKS, DRIVES AND CURBS. ALL AREAS TO RECEIVE SOLID
SOD SHALL BE LEFT ONE INCH BELOW THE FINAL GRADE OF WALKS, DRIVES
AND CURBS. CONSTRUCTION DEBRIS SHALL BE REMOVED PRIOR TO
LANDSCAPE CONTRACTOR BEGINNING WORK
C.
STORAGE OF MATERIALS AND EQUIPMENT AT THE JOB SITE WILL BE AT THE
RISK OF THE LANDSCAPE CONTRACTOR. THE OWNER CANNOT BE HELD
RESPONSIBLE FOR THEFT OR DAMAGE.
1.7
SEQUENCING
A.
INSTALL TREES, SHRUBS, AND LINER STOCK PLANT MATERIALS PRIOR TO
INSTALLATION OF LAWN/SOLID SOD.
B.
WHERE EXISTING TURF AREAS ARE BEING CONVERTED TO PLANTING BEDS,
THE TURF SHALL BE CHEMICALLY ERADICATED TO MINIMIZE RE-GROWTH IN
THE FUTURE. AREAS SHALL BE PROPERLY PREPARED WITH AMENDED
ORGANIC MATTER.
1.8
MAINTENANCE AND GUARANTEE
MAINTENANCE:
A.
THE LANDSCAPE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE
MAINTENANCE OF ALL WORK FROM THE TIME OF PLANTING UNTIL FINAL
ACCEPTANCE BY OWNER.
B.
NO TREES, GRASS, GROUNDCOVER OR GRASS WILL BE ACCEPTED UNLESS
THEY SHOW HEALTHY GROWTH AND SATISFACTORY FOLIAGE CONDITIONS.
C.
MAINTENANCE SHALL INCLUDE WATERING OF TREES AND PLANTS,
CULTIVATION, WEED SPRAYING, EDGING, PRUNING OF TREES, MOWING OF
GRASS,
CLEANING
UP
AND
ALL
OTHER
WORK
NECESSARY
FOR
MAINTENANCE.
D.
A WRITTEN NOTICE REQUESTING FINAL INSPECTION AND ACCEPTANCE
SHOULD BE SUBMITTED TO THE OWNER AT LEAST 7 DAYS PRIOR TO
COMPLETION. AN ON SITE INSPECTION BY THE OWNER'S AUTHORIZED
REPRESENTATIVE WILL BE COMPLETED PRIOR TO WRITTEN ACCEPTANCE.
E.
NOTIFY OWNER OR OWNER'S REPRESENTATIVE SEVEN DAYS PRIOR TO THE
EXPIRATION OF THE WARRANTY PERIOD.
F.
REMOVE DEAD, UNHEALTHY AND UNSIGHTLY PLANTS DURING WARRANTY
PERIOD
G.
REMOVE GUYING AND STAKING MATERIALS AFTER ONE YEAR
H.
ALL LANDSCAPE MUST BE MAINTAINED AND GRASS MOWED/EDGED ON A
WEEKLY SCHEDULE UNTIL ACCEPTANCE BY OWNER. REMOVE CLIPPINGS
AND DEBRIS FROM SITE PROMPTLY.
I.
REMOVE TRASH, DEBRIS, AND LITTER. WATER, PRUNE, RESTAKE TREES,
FERTILIZE, WEED AND APPLY HERBICIDES AND FUNGICIDES AS REQUIRED.
J.
COORDINATE THE OPERATION OF IRRIGATION SYSTEM TO ENSURE THAT
PLANTS ARE ADEQUATELY WATERED. HAND WATER AREAS NOT RECEIVING
ADEQUATE WATER FROM AN IRRIGATION SYSTEM.
K.
THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN
ACCORDANCE TO THE MAINTENANCE SERVICE TO ENSURE THE SYSTEM IS
IN PROPER WORKING ORDER WITH SCHEDULING ADJUSTMENTS BY SEASON
TO MAXIMIZE WATER CONSERVATION.
L.
REAPPLY MULCH TO BARE AND THIN AREAS.
M.
SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN
AUTOMATIC IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR SHALL BE
RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL,
HEALTHY STAND OF GRASS AT NO ADDITIONAL COST TO THE OWNER.
N.
TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE
PERIOD, ALL OF THE FOLLOWING CONDITIONS MUST OCCUR:
a.
THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH
EXCEPTIONS MADE FOR SEASONAL DORMANCY). ALL PLANTS NOT
MEETING THIS CONDITION SHALL BE REJECTED AND REPLACED BY
HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE.
b.
ALL
HARDSCAPE
SHALL
BE
CLEANED
PRIOR
TO
FINAL
ACCEPTANCE.
c.
SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A
MINIMUM HEIGHT OF 1 1/2 INCHES BEFORE FIRST MOWING.
HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY GROWTH.
BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE
RESODDED OR RESEEDED (AS APPROPRIATE) PRIOR TO FINAL
ACCEPTANCE. ALL SODDED TURF SHALL BE NEATLY MOWED.
GUARANTEE:
A.
TREES, SHRUBS, GROUNDCVOER SHALL BE GUARANTEED (IN WRITING) FOR
A 12 MONTH PERIOD (90 DAYS FOR ANNUAL PLANTING OR AT THE END OF
THE SEASONAL COLOR GROWING SEASON, WHICHEVER COMES SOONER)
AFTER FINAL ACCEPTANCE. THE CONTRACTOR SHALL REPLACE ALL DEAD
MATERIALS AS SOON AS WEATHER PERMITS AND UPON NOTIFICATION OF
THE OWNER.
B.
PLANTS INCLUDING TREES, WHICH HAVE PARTIALLY DIED SO THAT SHAPE,
SIZE OR SYMMETRY HAVE BEEN DAMAGED SHALL BE CONSIDERED SUBJECT
TO REPLACEMENT. IN SUCH CASES, THE OPINION OF THE OWNER SHALL BE
FINAL.
C.
PLANTS USED FOR REPLACEMENT SHALL BE OF THE SAME SIZE AND KIND
AS THOSE ORIGINALLY PLANTED OR SPECIFIED. ALL WORK INCLUDING
MATERIALS, LABOR AND EQUIPMENT USED IN REPLACEMENTS SHALL CARRY
A 12 MONTH GUARANTEE. ANY DAMAGE INCLUDING RUTS IN LAWN OR BED
AREAS INCURRED AS A RESULT OF MAKING REPLACEMENTS SHALL BE
IMMEDIATELY REPAIRED.
D.
WHEN PLANT REPLACEMENTS ARE MADE, PLANTS, SOIL MIX, FERTILIZER
AND MULCH ARE TO BE UTILIZED AS ORIGINALLY SPECIFIED AND
RE-INSPECTED
FOR
FULL
COMPLIANCE
WITH
THE
CONTRACT
REQUIREMENTS. ALL REPLACEMENTS ARE INCLUDED UNDER "WORK" OF
THIS SECTION.
E.
THE OWNER AGREES THAT FOR THE ONE YEAR WARRANTY PERIOD TO BE
EFFECTIVE, HE WILL WATER PLANTS AT LEAST TWICE A WEEK DURING DRY
PERIODS.
F.
THE ABOVE GUARANTEE SHALL NOT APPLY WHERE PLANTS DIE AFTER
ACCEPTANCE BECAUSE OF DAMAGE DUE TO ACTS OF GOD, VANDALISM,
INSECTS, DISEASE, INJURY BY HUMANS, MACHINES, THEFT OR NEGLIGENCE
BY OWNER.
G.
ACCEPTANCE FOR ALL LANDSCAPE WORK SHALL BE GIVEN AFTER FINAL
INSPECTION BY THE OWNER PROVIDED THE JOB IS IN A COMPLETE,
UNDAMAGED CONDITION AND THERE IS A STAND OF GRASS IN ALL LAWN
AREAS. AT THAT TIME, THE OWNER WILL ASSUME MAINTENANCE ON THE
ACCEPTED WORK.
1.9
QUALITY ASSURANCE
A.
COMPLY WITH ALL FEDERAL, STATE, COUNTY AND LOCAL REGULATIONS
GOVERNING LANDSCAPE MATERIALS AND WORK.
B.
EMPLOY PERSONNEL EXPERIENCED AND FAMILIAR WITH THE REQUIRED
WORK AND SUPERVISION BY A FOREMAN.
C.
MAKE CONTACT WITH SUPPLIERS IMMEDIATELY UPON OBTAINING NOTICE
OF CONTRACT ACCEPTANCE TO SELECT AND BOOK MATERIALS.
D.
DEVELOP A PROGRAM OF MAINTENANCE (PRUNING AND FERTILIZATION)
WHICH WILL ENSURE THE PURCHASED MATERIALS WILL MEET AND/OR
EXCEED PROJECT SPECIFICATIONS.
E.
DO NOT MAKE PLANT MATERIAL SUBSTITUTIONS. IF THE LANDSCAPE
MATERIAL SPECIFIED IS NOT READILY AVAILABLE, SUBMIT PROOF TO
LANDSCAPE ARCHITECT ALONG WITH THE PROPOSED MATERIAL TO BE
USED IN LIEU OF THE SPECIFIED PLANT.
F.
AT THE TIME BIDS ARE SUBMITTED, THE CONTRACTOR IS ASSUMED TO HAVE
LOCATED THE MATERIALS NECESSARY TO COMPLETE THE JOB AS
SPECIFIED.
G.
OWNER'S REPRESENTATIVE SHALL INSPECT ALL PLANT MATERIAL AND
RETAINS THE RIGHT TO INSPECT MATERIALS UPON ARRIVAL TO THE SITE
AND DURING INSTALLATION. THE OWNER'S REPRESENTATIVE MAY ALSO
REJECT ANY MATERIALS HE/SHE FEELS TO BE UNSATISFACTORY OR
DEFECTIVE DURING THE WORK PROCESS. ALL PLANTS DAMAGED IN
TRANSIT OR AT THE JOB SITE SHALL BE REJECTED.
1.10
PRODUCT DELIVERY, STORAGE AND HANDLING
A.
PREPARATION
1. BALLED AND BURLAPPED B&B PLANTS): DIG AND PREPARE SHIPMENT
IN A MANNER THAT WILL NOT DAMAGE ROOTS, BRANCHES, SHAPE AND FUTURE
DEVELOPMENT.
2. CONTAINER GROWN PLANTS: DELIVER PLANTS IN RIGID CONTAINER TO
HOLD BALL SHAPE AND PROTECT ROOT MASS.
B.
DELIVERY
1. DELIVER PACKAGED MATERIALS IN SEALED CONTAINERS SHOWING
WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. PROTECT MATERIALS
FROM DETERIORATION DURING DELIVERY AND WHILE STORED ON SITE.
2. DELIVER ONLY PLANT MATERIALS THAT CAN BE PLANTED IN ONE DAY
UNLESS ADEQUATE STORAGE AND WATERING FACILITIES ARE AVAILABLE
ON SITE
3. PROTECT ROOT BALLS BY HEELING IN WITH SAWDUST OR OTHER
APPROVED MOISTURE RETAINING MATERIAL IF NOT PLANTED WITHIN 24
HOURS OF DELIVERY.
4. PROTECT PLANTS DURING DELIVERY TO PREVENT DAMAGE TO ROOT
BALL OR DESICCATION OF LEAVES.
5. KEEP PLANTS MOIST AT ALL TIMES. COVER ALL MATERIALS DURING
TRANSPORT.
6. NOTIFY OWNERS REPRESENTATIVE OF DELIVERY 72 HOURS PRIOR TO
DELIVERY OF PLANT MATERIAL AT JOB SITE.
7. REMOVE REJECTED PLANT MATERIAL IMMEDIATELY FROM JOB SITE.
8. TO AVOID DAMAGE OR STRESS, DO NOT LIFT, MOVE, ADJUST TO
PLUMB, OR OTHERWISE MANIPULATE PLANTS BY TRUNK OR STEMS.
PART 2 - PRODUCTS
2.1 PLANT MATERIALS
A.
GENERAL: WELL FORMED NO. 1 GRADE OR BETTER NURSERY GROWN
STOCK. LISTED PLANT HEIGHTS ARE FROM TOPS OF FOOT BALLS TO
NOMINAL TOPS OF PLANTS. PLANT SPREAD REFERS TO NOMINAL OUTER
WIDTH OF THE PLANT NOT THE OUTER LEAF TIPS. PLANTS SHALL BE
INDIVIDUALLY APPROVED BY THE OWNERS REPRESENTATIVE AND THEIR
DECISION AS TO THEIR ACCEPTABILITY SHALL BE FINAL.
B.
QUANTITIES: THE DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY.
ANYTHING CALLED FOR ON ONE AND NOT THE OTHER IS AS BINDING AS IF
SHOWN AND CALLED FOR ON BOTH. THE PLANT SCHEDULE IS AN AID TO
BIDDERS ONLY. CONFIRM ALL QUANTITIES ON PLAN.
C.
QUANTITIES AND SIZE: PLANT MATERIALS SHALL CONFORM TO THE SIZE
GIVEN ON THE PLAN AND SHALL BE HEALTHY, WELL SHAPED, FULL
BRANCHED AND WELL ROOTED. SYMMETRY IS ALSO IMPERATIVE. PLANTS
SHALL BE FREE FROM INSECTS, INJURY, DISEASE, BROKEN BRANCHES,
DISFIGUREMENTS, INSECT EGGS AND ARE TO BE OF SPECIMEN QUALITY.
D.
APPROVAL: ALL PLANTS WHICH ARE FOUND UNSUITABLE IN GROWTH OR
ARE UNHEALTHY, BADLY SHAPED OR UNDERSIZED WILL BE REJECTED BY
THE OWNERS REPRESENTATIVE EITHER BEFORE OR AFTER PLANTING AND
SHALL BE REMOVED AT THE EXPENSE OF THE LANDSCAPE CONTRACTOR
AND REPLACED WITH ACCEPTABLE SPECIMENS.
E.
TREES SHALL BE HEALTHY, FULL BRANCHED, WELL SHAPED AND SHALL
MEET THE MINIMUM REQUIREMENTS AS SPECIFIED ON THE PLANT
SCHEDULE. ALL TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200
MILES OF THE PROJECT SITE IF POSSIBLE, AND WITH SIMILAR CLIMACTIC
CONDITIONS.
F.
PRUNING: ALL PRUNING OF TREES AND SHRUBS SHALL BE EXECUTED BY
THE LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER,
PRIOR TO FINAL ACCEPTANCE.
G.
PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED, EXCEPT THE
PLANTS LARGER THAN THOSE SPECIFIED MAY BE USED. USE OF LARGER
PLANTS SHALL NOT INCREASE THE CONTRACT PRICE.
H.
WHERE MATERIALS ARE PLANTED IN MASSES, PROVIDE PLANTS OF
UNIFORM SIZE.
I.
ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED, FIBROUS ROOT
SYSTEMS, NON-POT-BOUND, FREE FROM ENCIRCLING AND/OR GIRDLING
ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS J-SHAPED
ROOTS).
J.
ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED.
TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS
DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING
K.
TREE TRUNKS TO BE STURDY, EXHIBIT HARDENED SYSTEMS AND VIGOROUS
AND FIBROUS ROOT SYSTEMS, NOT ROOT OR POT BOUND.
L.
TREES WITH DAMAGED OR CROOKED LEADERS, BARK ABRASIONS,
SUNSCALD, DISFIGURING KNOTS, OR\INSECT DAMAGE WILL BE REJECTED.
M.
CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE
AS FOLLOWS: SIX INCHES ABOVE THE ROOT FLARE FOR TREES UP TO AND
INCLUDING FOUR INCHES IN CALIPER, AND TWELVE INCHES ABOVE THE
ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER
N.
MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT,
MEASURED FROM THE TOP OF THE ROOT BALL.
O.
ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF
THE ROOT BALL, SO THAT THE ROOT FLARE HAS BEEN COMPLETELY
COVERED, SHALL BE REJECTED.
P.
SOD: PROVIDE WELL-ROOTED SOD OF THE VARIETY NOTED ON THE PLANS.
SOD SHALL BE CUT FROM HEALTHY, MATURE TURF WITH SOIL THICKNESS
OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE ACCOMPANIED BY A
CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD.
2.2 SOIL PREPARATION MATERIALS
A.
SANDY LOAM:
1. FRIABLE, FERTILE, DARK, LOAMY SOIL, FREE OF CLAY LUMPS,
SUBSOIL, STONES AND OTHER EXTRANEOUS MATERIAL AND
REASONABLY FREE OF WEEDS AND FOREIGN GRASSES. LOAM
CONTAINING DALLASGRASS OR NUTGRASS SHALL BE REJECTED.
2. PHYSICAL PROPERTIES AS FOLLOWS:
a.
CLAY – BETWEEN 7-27%
b.
SILT – BETWEEN 15-25%
c.
SAND – LESS THAN 52%
3. ORGANIC MATTER SHALL BE 3%-10% OF TOTAL DRY WEIGHT.
4. IF REQUESTED, LANDSCAPE CONTRACTOR SHALL PROVIDE A
CERTIFIED SOIL ANALYSIS CONDUCTED BY AN APPROVED SOIL
TESTING LABORATORY VERIFYING THAT SANDY LOAM MEETS THE
ABOVE REQUIREMENTS.
B.
ORGANIC
MATERIAL:
COMPOST
WITH
A
MIXTURE
OF
80%
VEGETATIVE MATTER AND 20% ANIMAL WASTE. INGREDIENTS
SHOULD BE A MIX OF COURSE AND FINE TEXTURED MATERIAL.
C.
PREMIXED BEDDING SOIL AS SUPPLIED BY VITAL EARTH RESOURCES,
GLADEWATER, TEXAS; PROFESSIONAL BEDDING SOIL AS SUPPLIED BY
LIVING
EARTH
TECHNOLOGY,
DALLAS,
TEXAS
OR
ACID
GRO
MUNICIPAL MIX AS SUPPLIED BY SOIL BUILDING SYSTEMS, DALLAS,
TEXAS OR APPROVED EQUAL.
D.
SHARP SAND: SHARP SAND MUST BE FREE OF SEEDS, SOIL PARTICLES
AND WEEDS.
E.
MULCH:
DOUBLE
SHREDDED
HARDWOOD
MULCH,
PARTIALLY
DECOMPOSED, DARK BROWN.
F.
ORGANIC FERTILIZER: FERTILAID, SUSTANE, OR GREEN SENSE OR
EQUAL AS RECOMMENDED FOR REQUIRED APPLICATIONS. FERTILIZER
SHALL
BE
DELIVERED
TO
THE
SITE
IN
ORIGINAL
UNOPENED
CONTAINERS, EACH BEARING THE MANUFACTURER'S GUARANTEED
STATEMENT OF ANALYSIS.
G.
COMMERCIAL FERTILIZER: 10-20-10 OR SIMILAR ANALYSIS. NITROGEN
SOURCE TO BE A MINIMUM 50% SLOW RELEASE ORGANIC NITROGEN
(SCU OR UF) WITH A MINIMUM 8% SULFUR AND 4% IRON, PLUS
MICRONUTRIENTS.
H.
PEAT: COMMERCIAL SPHAGNUM PEAT MOSS OR PARTIALLY
DECOMPOSED SHREDDED PINE BARK OR OTHER APPROVED ORGANIC
MATERIAL.
2.3 MISCELLANEOUS MATERIALS
A.
TREE STAKING - AS SHOWN IN DETAIL OR COMPLETED AS LOCALLY
REQUIRED.
B.
SAND - UNIFORMLY GRADED, WASHED, CLEAN, BANK RUN SAND.
C.
GRAVEL: WASHED NATIVE PEA GRAVEL, GRADED 1" TO 1.5"
D.
DECOMPOSED GRANITE - BASE MATERIAL OF NATURAL MATERIAL MIX OF
GRANITE AGGREGATE NOT TO EXCEED 1/8” IN DIAMETER COMPOSED OF
VARIOUS STAGES OF DECOMPOSED EARTH BASE.
E.
PRE-EMERGENT
HERBICIDES:
ANY
GRANULAR,
NON-STAINING
PRE-EMERGENT
HERBICIDE
THAT
IS
LABELED
FOR
THE
SPECIFIC
ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE-EMERGENT
HERBICIDES SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES.
PART 3 - EXECUTION
3.1 PREPARATION
A.
LANDSCAPE CONTRACTOR TO INSPECT ALL EXISTING CONDITIONS
AND REPORT ANY DEFICIENCIES TO THE OWNER.
B.
ALL PLANTING AREAS SHALL BE CONDITIONED AS FOLLOWS:
1. PREPARE NEW PLANTING BEDS BY SCRAPING AWAY EXISTING
GRASS AND WEEDS AS NECESSARY. TILL EXISTING SOIL TO A
DEPTH OF SIX (6") INCHES PRIOR TO
PLACING COMPOST AND
FERTILIZER. APPLY FERTILIZER AS PER MANUFACTURER'S
RECOMMENDATIONS. ADD SIX (6") INCHES OF COMPOST AND TILL
INTO A DEPTH OF SIX (6") INCHES OF SPECIFIED MULCH (SETTLED
THICKNESS).
2. BACKFILL FOR TREE PITS SHALL BE AS FOLLOWS: USE EXISTING
TOP SOIL ON SITE (USE IMPORTED TOPSOIL AS NEEDED) FREE FROM
LARGE CLUMPS, ROCKS, DEBRIS, CALICHE, SUBSOILS, ETC., PLACED
IN NINE (9") INCH LAYERS AND WATERED IN THOROUGHLY.
C.
GRASS AREAS:
1. BLOCKS OF SOD SHOULD BE LAID JOINT TO JOINT (STAGGERED
JOINTS) AFTER FERTILIZING THE GROUND FIRST. ROLL GRASS
AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE. THE JOINTS
BETWEEN THE BLOCKS OF SOD SHOULD BE FILLED WITH TOPSOIL
WHERE THEY ARE GAPED OPEN, THEN WATERED THOROUGHLY.
3.2 INSTALLATION
A.
MAINTENANCE OF PLANT MATERIALS SHALL BEGIN IMMEDIATELY
AFTER EACH PLANT IS DELIVERED TO THE SITE AND SHALL CONTINUE
UNTIL
ALL
CONSTRUCTION
HAS
BEEN
SATISFACTORILY
ACCOMPLISHED.
B.
PLANT MATERIALS SHALL BE DELIVERED TO THE SITE ONLY AFTER THE
BEDS ARE PREPARED AND AREAS ARE READY FOR PLANTING. ALL
SHIPMENTS OF NURSERY MATERIALS SHALL BE THOROUGHLY
PROTECTED FROM THE WINDS DURING TRANSIT. ALL PLANTS WHICH
CANNOT BE PLANTED AT ONCE, AFTER DELIVERY TO THE SITE, SHALL
BE WELL PROTECTED AGAINST THE POSSIBILITY OF DRYING BY WIND
AND BALLS OF EARTH OF B & B PLANTS SHALL BE KEPT COVERED
WITH SOIL OR OTHER ACCEPTABLE MATERIAL. ALL PLANTS REMAIN
THE PROPERTY OF THE CONTRACTOR UNTIL FINAL ACCEPTANCE.
C.
POSITION THE TREES AND SHRUBS IN THEIR INTENDED LOCATION AS
PER PLAN.
D.
NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE FOR INSPECTION
AND APPROVAL OF ALL POSITIONING OF PLANT MATERIALS.
E.
EXCAVATE PITS WITH VERTICAL SIDES AND HORIZONTAL BOTTOM.
TREE PITS SHALL BE LARGE ENOUGH TO PERMIT HANDLING AND
PLANTING WITHOUT INJURY TO BALLS OF EARTH OR ROOTS AND
SHALL BE OF SUCH DEPTH THAT,WHEN PLANTED AND SETTLED, THE
CROWN OF THE PLANT SHALL BEAR THE SAME RELATIONSHIP TO THE
FINISH GRADE AS IT DID TO SOIL SURFACE IN ORIGINAL PLACE OF
GROWTH. THE SIDES OF THE HOLE SHOULD BE ROUGH AND JAGGED,
NEVER SLICK OR GLAZED.
F.
SHRUB AND TREE PITS SHALL BE NO LESS THAN TWENTY-FOUR (24")
INCHES WIDER THAN THE LATERAL DIMENSION OF THE EARTH BALL
AND SIX (6") INCHES DEEPER THAN IT'S VERTICAL DIMENSION.
REMOVE AND HAUL FROM SITE ALL ROCKS AND STONES OVER
THREE-QUARTER (34") INCH IN DIAMETER. PLANTS SHOULD BE
THOROUGHLY MOIST BEFORE REMOVING CONTAINERS.
G.
PERCOLATION TEST: FILL THE HOLE WITH WATER. IF THE WATER
LEVEL DOES NOT PERCOLATE WITHIN 24 HOURS, THE TREE NEEDS TO
MOVE TO ANOTHER LOCATION OR HAVE DRAINAGE ADDED. INSTALL
A PVC STAND PIPE PER TREE IF THE PERCOLATION TEST FAILS.
H.
BACKFILL ONLY WITH 5 PARTS EXISTING SOIL OR SANDY LOAM AND 1
PART BED PREPARATION. WHEN THE HOLE IS DUG IN SOLID ROCK,
TOPSOIL FROM THE SAME AREA SHOULD NOT BE USED. CAREFULLY
SETTLE BY WATERING TO PREVENT AIR POCKETS. REMOVE THE
BURLAP FROM THE TOP 13 OF THE BALL, AS WELL AS ALL NYLON,
PLASTIC STRING AND WIRE. CONTAINER TREES WILL USUALLY BE
ROOT BOUND, IF SO FOLLOW STANDARD NURSERY PRACTICE OF
‘ROOT SCORING’.
I.
DO NOT WRAP TREES.
J.
DO NOT OVER PRUNE.
K.
REMOVE NURSERY TAGS AND STAKES FROM ALL PLANTS
L.
REMOVE BOTTOM OF PLANT BOXES PRIOR TO PLACING PLANTS. REMOVE
SIDES AFTER PLACEMENT AND PARTIAL BACKFILLING.
M.
REMOVE UPPER THIRD OF BURLAP FROM BALLED AND BURLAPPED TREES
AFTER PLACEMENT.
N.
PLACE PLANT UPRIGHT AND PLUMB IN CENTER OF HOLE. ORIENT PLANTS
FOR BEST APPEARANCE.
O.
MULCH THE TOP OF THE BALL. DO NOT PLANT GRASS ALL THE WAY
TO THE TRUNK OF THE TREE. LEAVE THE AREA ABOVE THE TOP OF
THE BALL AND MULCH WITH AT LEAST TWO (2") INCHES OF SPECIFIED
MULCH.
P.
ALL PLANT BEDS AND TREES TO BE MULCHED WITH A MINIMUM
SETTLED THICKNESS OF TWO (2") INCHES OVER THE ENTIRE BED OR
PIT.
Q.
OBSTRUCTION BELOW GROUND: IN THE EVENT THAT ROCK, OR
UNDERGROUND CONSTRUCTION WORK OR OBSTRUCTIONS ARE
ENCOUNTERED IN ANY PLANT PIT EXCAVATION WORK TO BE DONE
UNDER THIS SECTION, ALTERNATE LOCATIONS MAY BE SELECTED BY
THE OWNER. WHERE LOCATIONS CANNOT BE CHANGED, THE
OBSTRUCTIONS SHALL BE REMOVED TO A DEPTH OF NOT LESS THAN
THREE (3') FEET BELOW GRADE AND NO LESS THAN SIX (6") INCHES
BELOW THE BOTTOM OF BALL WHEN PLANT IS PROPERLY SET AT THE
REQUIRED GRADE. THE WORK OF THIS SECTION SHALL INCLUDE THE
REMOVAL FROM THE SITE OF SUCH ROCK OR UNDERGROUND
OBSTRUCTIONS ENCOUNTERED AT THE COST OF THE LANDSCAPE
CONTRACTOR.
R.
TREES AND LARGE SHRUBS SHALL BE STAKED AS SITE CONDITIONS
REQUIRE. POSITION STAKES TO SECURE TREES AGAINST SEASONAL
PREVAILING WINDS.
S.
PRUNING AND MULCHING: PRUNING SHALL BE DIRECTED BY THE
LANDSCAPE ARCHITECT AND SHALL BE PRUNED IN ACCORDANCE
WITH
STANDARD
HORTICULTURAL
PRACTICE
FOLLOWING
FINE
PRUNING, CLASS I PRUNING STANDARDS PROVIDED BY THE NATIONAL
ARBORIST ASSOCIATION.
1.
DEAD WOOD, SUCKERS, BROKEN AND BADLY BRUISED
BRANCHES SHALL BE REMOVED. GENERAL TIPPING OF THE
BRANCHES IS NOT PERMITTED. DO NOT CUT TERMINAL BRANCHES.
2.
PRUNING SHALL BE DONE WITH CLEAN, SHARP TOOLS.
3.
IMMEDIATELY AFTER PLANTING OPERATIONS ARE COMPLETED,
ALL TREE PITS SHALL BE COVERED WITH A LAYER OF ORGANIC
MATERIAL TWO (2") INCHES IN DEPTH. THIS LIMIT OF THE ORGANIC
MATERIAL FOR TREES SHALL BE THE DIAMETER OF THE PLANT PIT.
Q.
STEEL EDGE INSTALLATION: EDGE SHALL BE ALIGNED AS INDICATED
ON PLANS. STAKE OUT LIMITS OF STEEL CURBING AND OBTAIN
OWNERS APPROVAL PRIOR TO INSTALLATION.
1.
ALL STEEL CURBING SHALL BE FREE OF KINKS AND ABRUPT
BENDS.
2.
TOP OF EDGING SHALL BE 12" MAXIMUM HEIGHT ABOVE FINAL
FINISHED GRADE.
3.
STAKES ARE TO BE INSTALLED ON THE PLANTING BED SIDE OF
THE CURBING, AS OPPOSED TO THE GRASS SIDE.
4.
DO NOT INSTALL STEEL EDGING ALONG SIDEWALKS OR
CURBS.
5.
CUT STEEL EDGING AT 45 DEGREE ANGLE WHERE EDGING
MEETS SIDEWALKS OR CURBS.
3.3 CLEANUP AND ACCEPTANCE
A.
CLEANUP: DURING THE WORK, THE PREMISES SHALL BE KEPT NEAT
AND ORDERLY AT ALL TIMES. STORAGE AREAS FOR ALL MATERIALS
SHALL BE SO ORGANIZED SO THAT THEY, TOO, ARE NEAT AND
ORDERLY. ALL TRASH AND DEBRIS SHALL BE REMOVED FROM THE
SITE AS WORK PROGRESSES. KEEP PAVED AREAS CLEAN BY
SWEEPING OR HOSING THEM AT END OF EACH WORK DAY.
B.
REPAIR RUTS, HOLES AND SCARES IN GROUND SURFACES.
C.
ENSURE THAT WORK IS COMPLETE AND PLANT MATERIALS ARE IN
VIGOROUS AND HEALTHY GROWING CONDITION.
D.
UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL
PROVIDE THE SITE CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR
USE AS INTENDED. THE LANDSCAPE CONTRACTOR SHALL THEN REQUEST
AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY.
E.
WHEN/IF THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE
CONTRACT DOCUMENTS, THE LANDSCAPE CONTRACTOR SHALL REPLACE
AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION
WITHIN 24 HOURS.
F.
THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE
LANDSCAPE WORK HAS BEEN RE-INSPECTED BY THE OWNER AND FOUND
TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL
ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND
GUARANTEE PERIODS WILL COMMENCE.
END OF SECTION
EXISTING
CATCH BASIN
EXISTING 8" STORM LINE
LOT 3
3.76 ACRES
LOT 2
1.13 ACRES
LOT 1
0.99 ACRES
PROPOSED
BUILDING
7,689 S.F.
EXISTING
BUILDING
EXISTING
BUILDING
1553.12 TC
1552.62 TP
1552.72 TC
1552.22 TP
1552.00 ME
1551.00 ME
1553.30 TC
1552.80 TP
1553.79 TC
1553.29 TP
1553.49 TC
1552.99 TP
1553.01 TC
1552.51 TP
1553.17 TC
1552.67 TP
1552.87 TC
1552.37 TP
1552.42 TP
1552.99 TC
1552.49 TP
1552.25 TP
1552.65 TC
1552.15 TP
1552.51 TC
1552.01 TP
1552.47 TC
1551.97 TP
1551.75 TP
1552.68 TC
1552.18 TP
1552.62 TC
1552.12 TP
1552.55 TC
1552.05 TP
1552.79 TC
1552.29 TP
1553.01 TC
1552.51 TP
1555.69 TC
1555.19 TP
1554.13 TC
1553.63 TP
1552.54 TC
1552.04 TP
1552.36 TC
1551.86 TP
1552.57 TC
1552.07 TP
1552.31 ME
1553.82 TC
1553.32 TP
1553.56 ME
1554.56 ME
1551.03 ME
1552.05 TC
1551.55 TP
1552.32 TC
1551.82 TP
1551.58 TC
1551.08 TP
1552.08 TC
1551.58 TP
1552.39 TC
1551.89 TP
1552.12 TP
1552.11 TP
1552.85 TC
1552.35 TP
1552.55 TC
1552.05 TP
1552.57 TC
1552.07 TP
1552.66 TC
1552.16 TP
1552.33 TC
1551.83 TP
1552.16 TC
1551.66 TP
1553.02 TC
1552.52 TP
1552.38 TC
1551.88 TP
1552.11 TP
1552.09 TP
1551.99 TP
1551.92 TP
1551.75 TP
1551.78 TP
1552.92 TC
1552.42 TP
SOUTHERN AVENUE
PROPOSED 24' UTILITY
& ACCESS EASEMENT
CONNECT TO EXISTING
8" PVC STORM LINE
1553
1553
1552
1553
1554
1554
1555
1555
1552
1552
1550
1551
1552
1550
1551
1552
1553
1554
1552
1553
1554
1553.57 TC
1553.07 TP
1553
1554
1555
1552
1548
1549
1550
1551
1552
1553
1545
1550
1551
1546
1550
1552
1552
1551
1547
1549
1553
1550
1551
1552
1553
1550
1553
1553
1555
1552
1554
1554
1555
1556
1556
1555
1555
1555
1556
1557
1558
1555
1557
1556
1558
1557
1556
1551
1552
1553
1554
1555
1549
1553
1553
1550
1552
1551
1554
1550
1558
1558
1553
1552
1551
1550
1550
1552
1552
1554
1553
1551
1552
1555
1556
1554
1556
1556
1555
1553
1552
1551
FF: 1552.50
1552.69 TC
1552.19 TP
1552.77 TC
1552.27 TP
1552.69 TC
1552.19 TP
1551.78 TP
A
A
SECTION A-A
1554.00 TC
1553.50 TP
1552.59 TC
1552.09 TP
1554.39 TC
1553.89 TP
1554.91 TC
1554.41 TP
0+88
0+00
1556.29 TC
1555.79 TP
6.8 cfs
EX-B
1.40 ac
DRAINAGE AREA TABLE
DRAINAGE
AREA
NO.
EX-B
AREA
(ac)
1.40
ANTECEDENT
FACTOR
1.00
RUNOFF
COEFFICIENT
"C"
0.83
TIME OF
CONCENTRATION
(minutes)
10
RAINFALL
INTENSITY
"I"100 (in/hr)
5.86
TOTAL FLOW
Q100 (cfs)
6.8
COLLECTION
POINT
UG DETENTION
SECTION A-A
1545
1550
1555
1560
1565
1545
1550
1555
1560
1565
-0+30
0+00
1+00
1+20
R.O.W. LINE
STA:0+45.60
1555.46
STA:0+58.48
1552.40
STA:0+29.10
1551.00
EXISTING GRADE
AT BERM
PROPOSED GRADE
AT BERM
PROPOSED
FIRE LANE
SOUTHERN AVE.
0
30'
60'
GRAPHIC SCALE 30'
PROPOSED CONTOUR
PROPOSED TOP OF CURB ELEVATION
PROPOSED TOP OF PAVEMENT ELEVATION
EXISTING CONTOUR
PROPERTY LINE
475
475
TC
TP
LEGEND
MATCH EXISTING
ME
1.
SPOT ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS OTHERWISE NOTED.
2.
CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR SUBGRADE
PREPARATIONS SPECIFICATIONS FOR ALL PROPOSED BUILDINGS.
3.
ALL FILL MATERIAL SHALL BE COMPACTED PER GEOTECH
RECOMMENDATION. REFER TO PAVING SECTION DETAILS FOR SUBGRADE
PREPARATION REQUIREMENTS UNDER ALL PAVED AREAS. (REFER TO
GEOTECH REPORT)
4.
CONTRACTOR SHALL VERIFY ALL SIDEWALKS HAVE A MAXIMUM
LONGITUDINAL SLOPE OF 5% AND A MAXIMUM CROSS SLOPE OF 2%. IF THE
CONTRACTOR IDENTIFIES SLOPES GREATER, CONTRACTOR SHALL NOTIFY
ENGINEER PRIOR TO CONSTRUCTION.
5.
SPOT ELEVATIONS IDENTIFIED AS "MATCH EXISTING" SHALL BE FIELD
VERIFIED. CONTRACTOR SHALL NOTIFY CIVIL ENGINEERING CONSULTANT
(CEC) OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH GRADING
ACTIVITIES.
GRADING NOTES
Know what'sbelow.
before you dig.
Call
DRAWN BY:
MD
SCALE
AS SHOWN
DATE
MARCH 2025
ACE PROJECT:
01201
SHEET TITLE:
PROJECT NAME:
NO.
REVISIONS
DATE
BY
Monday, July 28, 2025 1:59:28 PM
G:\Shared drives\Projects\01201 Sun Auto AZ - Mesa - Southern Signal Butte\CAD\Plan Sheets\Grading Plan.dwg
SUN AUTO
NEC SOUTHERN AVE. &
SIGNAL BUTTE RD.
MESA, ARIZONA
© 2025 ANIMAS CIVIL
ENGINEERING, LLC
PHONE: 214-803-1099
AZ 25881
C-3.01
GRADING PLAN
BASIN NAME
ACRES
100 YR FLOW (CFS)
425
425
SS
DRAINAGE AREA
FLOW ARROW
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED STORM SEWER LINE
EXISTING SANITARY SEWER LINE
EXISTING WATER LINE
PROPERTY LINE
EXISTING STORM LINE
AREA
FLOW
BASIN
W
SIGNAL BUTTE ROAD
SOUTHERN AVENUE
MERIDIAN ROAD
BROADWAY ROAD
FLORIAN
AVENUE
CENTRAL
ARIZONA
CANAL
SITE
VICINITY MAP
NOT TO SCALE
EXISTING 8" STORM
CLEAN OUT AND TAP
EXISTING
CATCH BASIN
EXISTING 8" STORM
CLEAN OUT
PROPOSED 8" WATER LINE
PROPOSED 8" WATER LINE
PROPOSED 8" SEWER LINE
PROPOSED 8" SEWER LINE
PROPOSED 8" WATER LINE
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
W
W
SS
SS
SS
SS
SS
SS
SOUTHERN AVENUE
EXISTING 8" STORM LINE
EXISTING 8" STORM LINE
LOT 3
3.76 ACRES
LOT 2
1.13 ACRES
LOT 1
0.99 ACRES
PROPOSED
BUILDING
7,689 S.F.
STA: 0+00.00 STORM LINE 'A'
STA: 3+46.50 EX. STM
CONNECT TO EX. 8" PVC STORM LINE
(CONTRACTOR TO FIELD VERIFY
LOCATION AND ELEVATION)
CONN. TO EX.
BLEED OFF LINE
FL 8": 1544.92
FL 8": 1544.92
N: 870855.60
E: 797676.36
STA: 0+07.07 STORM LINE 'A'
INSTALL:
45° BEND
FL 8": 1545.08
N: 870860.62
E: 797681.35
STA: 0+25.93 STORM LINE 'A'
INSTALL:
ORIFICE VALVE
CONN. TO UG DETENTION
REFER TO CONTECH PLANS
FOR DETAILS
FL 8" OUT: 1545.50
N: 870879.48
E: 797681.31
STA: 0+12.50 STORM LINE 'B'
INSTALL:
3'x3' GRATE INLET
TG: 1551.75
FL 8" OUT: 1547.63
N: 870972.65
E: 797696.35
STA: 0+00.00 STORM LINE 'C'
CONN. TO EX. UG DETENTION
REFER TO CONTECH PLANS
FOR DETAILS
FL 8" IN: 1547.50
N: 871040.13
E: 797683.70
STA: 0+12.50 STORM LINE 'C'
INSTALL:
3'x3' GRATE INLET
TG: 1551.75
FL 8" OUT: 1547.63
N: 871040.15
E: 797696.20
8" PVC
PROPOSED 6" SEWER LINE
PROPOSED 60" CMP CONTECH
UNDERGROUND DETENTION)
STA: 0+00.00 STORM LINE 'B'
INSTALL:
CONN. TO UG DETENTION
REFER TO CONTECH PLANS
FOR DETAILS
N: 870972.63
E: 797683.85
8" PVC
STA: 0+60.00 STORM LINE 'D'
INSTALL:
8' CURB INLET
TC: 1551.88
FL 8" OUT: 1548.10
N: 870885.26
E: 797744.05
STA: 0+00.00 STORM LINE 'D'
CONN. TO EX. UG DETENTION
REFER TO CONTECH PLANS
FOR DETAILS
N: 870885.12
E: 797684.05
DRAWN BY:
MD
SCALE
AS SHOWN
DATE
MARCH 2025
ACE PROJECT:
01201
SHEET TITLE:
PROJECT NAME:
NO.
REVISIONS
DATE
BY
Monday, July 28, 2025 1:59:46 PM
G:\Shared drives\Projects\01201 Sun Auto AZ - Mesa - Southern Signal Butte\CAD\Plan Sheets\Storm Plan.dwg
SUN AUTO
NEC SOUTHERN AVE. &
SIGNAL BUTTE RD.
MESA, ARIZONA
© 2025 ANIMAS CIVIL
ENGINEERING, LLC
PHONE: 214-803-1099
AZ 25881
C-4.01
STORM PLAN
0
20'
40'
GRAPHIC SCALE 20'
Know what'sbelow.
before you dig.
Call
STORM DRAINAGE NOTES:
1.
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE
LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS
SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE
VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS
NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE
CONTRACTOR MUST CALL THE APPROPRIATE UTILITY
COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION
TO REQUEST EXACT FIELD LOCATION OF UTILITIES.
2.
CONTRACTOR SHALL FIELD VERIFY THE EXACT HORIZONTAL
AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES IN
FIELD PRIOR TO COMMENCING CONSTRUCTION. NOTIFY
ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
3.
ALL EXISTING AND PROPOSED PIPES AND STRUCTURES ARE
TO BE CLEANED OUT AT THE COMPLETION OF CONSTRUCTION
TO REMOVE ALL SILT AND DEBRIS.
4.
ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED
TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT
.
5.
ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM
POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT.
LEGEND
PROPERTY LINE
PROPOSED STORM LINE
EXISTING STORM LINE
EXISTING OVERHEAD ELECTRIC
EXISTING WATER LINE
EXISTING SEWER LINE
PROPOSED SANITARY SEWER LINE
PROPOSED WATER LINE
S
PROPOSED SANITARY SEWER MANHOLE (SS MH)
PROPOSED FIRE HYDRANT (FH)
PROPOSED FIRE DEPARTMENT CONNECTION (FDC)
EXISTING FIRE HYDRANT
EXISTING STORM MANHOLE
EXISTING SAN. SWR. MANHOLE
STORM LINE 'A'
1540
1545
1550
1555
1560
1565
1540
1545
1550
1555
1560
1565
-0+50
0+00
1+00
FL 8" OUT: 1545.50
STA: 0+25.93 STORM LINE 'A'
INSTALL:
ORIFICE VALVE
CONN. TO UG DETENTION
REFER TO CONTECH PLANS
FOR DETAILS
FL 8" IN: 1544.92
FL 8" IN: 1544.92
FL 8" OUT: 1544.92
STA: 0+00.00 STORM LINE 'A'
STA: 3+46.50 EX. STM
CONN. TO EX.
BLEED OFF LINE
EXISTING GRADE
AT ℄ PIPE
PROPOSED GRADE
AT ℄ PIPE
8" PVC @ 2.25%
STORM LINE 'B'
1540
1545
1550
1555
1560
1565
1540
1545
1550
1555
1560
1565
-0+50
0+00
0+50
8" PVC @ 1.00%
FL 8" OUT: 1547.63
STA: 0+12.50 STORM LINE 'B'
INSTALL:
3'x3' GRATE INLET
TG: 1551.75
WATER
CROSSING
STA:0+04.97
FL:1545.84
PROPOSED GRADE
AT ℄ PIPE
EXISTING GRADE
AT ℄ PIPE
FL 8" IN: 1547.50
STA: 0+00.00 STORM LINE 'B'
CONN. TO UG DETENTION
REFER TO CONTECH PLANS
FOR DETAILS
1.0'
STORM LINE 'C'
1540
1545
1550
1555
1560
1565
1540
1545
1550
1555
1560
1565
-0+50
0+00
0+50
8" PVC @ 1.00%
FL 8" IN: 1547.50
STA: 0+00.00 STORM LINE 'C'
CONN. TO EX. UG DETENTION
REFER TO CONTECH PLANS
FOR DETAILS
FL 8" OUT: 1547.63
STA: 0+12.50 STORM LINE 'C'
INSTALL:
3'x3' GRATE INLET
TG: 1551.75
EXISTING GRADE
AT ℄ PIPE
PROPOSED GRADE
AT ℄ PIPE
1.0'
WATER
CROSSING
STA:0+05.03
FL:1545.84
STORM LINE 'D'
1540
1545
1550
1555
1560
1565
1540
1545
1550
1555
1560
1565
-0+50
0+00
1+00
8" PVC @ 1.00%
8" PVC @ 1.00%
FL 8" IN: 1547.50
FL 8" OUT: 1548.10
STA: 0+60.00 STORM LINE 'D'
INSTALL:
8' CURB INLET
TC: 1551.88
STA: 0+00.00 STORM LINE 'D'
CONN. TO EX. UG DETENTION
REFER TO CONTECH PLANS
FOR DETAILS
EXISTING GRADE
AT ℄ PIPE
PROPOSED GRADE
AT ℄ PIPE
DRAWN BY:
MD
SCALE
AS SHOWN
DATE
MARCH 2025
ACE PROJECT:
01201
SHEET TITLE:
PROJECT NAME:
NO.
REVISIONS
DATE
BY
Monday, July 28, 2025 1:59:56 PM
G:\Shared drives\Projects\01201 Sun Auto AZ - Mesa - Southern Signal Butte\CAD\Plan Sheets\Storm Profiles.dwg
SUN AUTO
NEC SOUTHERN AVE. &
SIGNAL BUTTE RD.
MESA, ARIZONA
© 2025 ANIMAS CIVIL
ENGINEERING, LLC
PHONE: 214-803-1099
AZ 25881
PROFILE SCALE
1"=40' HORIZONTAL
1" = 4' VERTICAL
C-4.02
STORM PROFILES
LOT 3
3.76 ACRES
LOT 2
1.13 ACRES
LOT 1
0.99 ACRES
1+00
2+00
1+00
2+00
3+00
4+00
0+09
0+00
8" WATER
8" WATER
8" WATER
WATER LINE 'B'
WATER LINE 'B'
WATER LINE 'B'
PROPOSED 6" FIRE LINE
EX BUILDING
EX 8' PUBLIC UTILITY
& FACILITIES EASEMENT
PER 1999-0232465, M.C.R.
EX 20' EASEMENT FOR
PUBLIC UTILITY &
FACILITY
PROPOSED 15'
WATER EASEMENT
PROPOSED 24'
UTILITY & ACCESS
EASEMENT
PROPOSED 24' UTILITY
& ACCESS EASEMENT
PROPOSED 20' SEWER
EASEMENT
PROPOSED 1" DOMESTIC LINE
& 1" DOMESTIC METER
PROPOSED 1" IRRIGATION LINE
& 1" IRRIGATION METER
PROPOSED
FDC
EX 8" WATER LINE
EX 16" WATER LINE
EX 8" WATER LINE
EX 16"x8" TEE
EX 8" GATE VALVE
EX 16"x8" TEE
EX 8" GATE VALVE
EX 16"x8" TEE
EX 8" GATE VALVE
EX 8" WATER LINE
EX 8" SEWER LINE
EX FH ASSEMBLY &
8" GATE VALVE
EX 5' MANHOLE
EXISTING 20' EASEMENT FOR
PUBLIC UTILITY & FACILITY
EX 8" WATER LINE
EX 8" WATER LINE
EX 16" WATER LINE
S
S
S
S
EX BUILDING
EX BUILDING
PROPOSED UNDERGROUND
DETENTION
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SEWER LINE 'B'
8" SEWER
STA: 4+48.02 WATER LINE 'B'
CONN. TO EX. 8" WATER
INSTALL:
1 - 8" GATE VALVE
1 - 8" x 8" TEE
N: 871107.00
E: 797578.95
STA: 4+11.20 WATER LINE 'B'
INSTALL:
35 LF OF 6" FIRE LINE
35 LF OF 1" DOMESTIC LINE
1 - 1" DOMESTIC METER
15 LF OF 1" IRR. LINE
1 - 1" IRR. METER
N: 871106.99
E: 797615.77
STA: 4+17.00 WATER LINE 'B'
REFER TO MEP PLANS FOR
CONNECTION TO BUILDING
N: 871065.71
E: 797609.97
STA: 1+30.07 WATER LINE 'B'
INSTALL:
1 - 90° BEND
N: 870898.63
E: 797689.02
STA: 0+55.50 WATER LINE 'A'
INSTALL:
1 - 8" PLUG
N: 870916.43
E: 797819.08
STA: 0+38.00 WATER LINE 'A'
STA: 0+00.00 WATER LINE 'B'
INSTALL:
2 - 8" GATE VALVES
1 - 8" x 8" TEE
N: 870898.93
E: 797819.08
STA: 0+22.50 WATER LINE 'A'
INSTALL:
1 - FH ASSEMBLY
1 - 8" GATE VALVE
1 - 8" x 6" TEE
1 - 6" GATE VALVE
N: 870883.43
E: 797819.12
STA: 0+00.00 WATER LINE 'A'
INSTALL:
REMOVE PLUG &
CONN. TO EX. 8" WATER
N: 870860.93
E: 797819.17
STA: 0+00.00 SEWER LINE 'A'
REMOVE PLUG & CONNECT
TO EX. 8" SEWER
FL 8" IN: 1541.78
FL 8" OUT: 1541.78
N: 871206.16
E: 797622.60
STA: 0+89.16 SEWER LINE 'A'
STA: 0+00.00 SEWER LINE 'B'
INSTALL:
4' MANHOLE
RIM: 1552.27
FL 8" IN: 1542.95 (E)
FL 6" IN: 1545.45 (S)
FL 8" OUT: 1542.85 (N)
N: 871117.00
E: 797622.60
STA: 2+23.37 SEWER LINE 'A'
4' MANHOLE
FL 8" IN: 1544.66
FL 8" OUT: 1544.56
N: 871117.00
E: 797756.81
STA: 2+63.37 SEWER LINE 'A'
INSTALL:
1 - 8" CLEANOUT
FL 8" OUT: 1545.14
N: 871088.71
E: 797785.09
STA: 0+08.73 WATER LINE 'C'
INSTALL:
1 - FH ASSEMBLY
1 - 8" GATE VALVE
N: 870837.78
E: 798151.90
STA: 0+00.00 WATER LINE 'C'
REMOVE EXISTING FH ASSEMBLY
INSTALL:
9 LF OF 8" WATER LINE
N: 870829.05
E: 798151.87
STA: 3+38.42 WATER LINE 'B'
INSTALL:
1 - 90° BEND
N: 871106.99
E: 797688.54
STA: 0+43.53 SEWER LINE 'B'
REFER TO MEP PLAN FOR
CONNECTION TO BUILDING
FL 6" OUT: 1548.50
N: 871073.46
E: 797622.70
PROPOSED SEWER &
WATER CROSSING
WATER LINE 'A'
8" WATER
WATER LINE 'C'
8" WATER
SOUTHERN AVENUE
SIGNAL BUTTE ROAD
SOUTHERN AVENUE
MERIDIAN ROAD
BROADWAY ROAD
FLORIAN
AVENUE
CENTRAL
ARIZONA
CANAL
SITE
VICINITY MAP
NOT TO SCALE
SEWER LINE 'A'
1535
1540
1545
1550
1555
1560
1565
1535
1540
1545
1550
1555
1560
1565
-0+50
0+00
1+00
2+00
3+00
FL 8" IN: 1542.95
FL 6" IN: 1545.45
FL 8" OUT: 1542.85
FL 8" IN: 1544.66
FL 8" OUT: 1544.56
FL 8" IN: 1541.76
STA: -0+05.00 SEWER LINE 'A'
EX. 5' MANHOLE
STA: 0+89.16 SEWER LINE 'A'
STA: 0+00.00 SEWER LINE 'B'
INSTALL:
4' MANHOLE
RIM: 1552.27
STA: 2+23.37 SEWER LINE 'A'
INSTALL:
4' MANHOLE
RIM: 1552.81
EX 8" PVC @ 0.43%
EXISTING GRADE
AT ℄ PIPE
STA: 0+00.00 SEWER LINE 'A'
REMOVE PLUG & CONNECT
TO EX. 8" SEWER
STA: 2+63.37 SEWER LINE 'A'
INSTALL:
1 - 8" CLEANOUT
PROPOSED GRADE
AT ℄ PIPE
FL 8" IN: 1541.78
FL 8" OUT: 1541.78
FL 8" OUT: 1545.14
8" PVC @ 1.20%
8" PVC @ 1.20%
8" PVC @ 1.20%
DRAWN BY:
MD
SCALE
AS SHOWN
DATE
MARCH 2025
ACE PROJECT:
01201
SHEET TITLE:
PROJECT NAME:
NO.
REVISIONS
DATE
BY
Monday, July 28, 2025 2:00:16 PM
G:\Shared drives\Projects\01201 Sun Auto AZ - Mesa - Southern Signal Butte\CAD\Plan Sheets\Utility Plan.dwg
SUN AUTO
NEC SOUTHERN AVE. &
SIGNAL BUTTE RD.
MESA, ARIZONA
© 2025 ANIMAS CIVIL
ENGINEERING, LLC
PHONE: 214-803-1099
AZ 25881
0
30'
60'
GRAPHIC SCALE 30'
N
S
W
E
LEGEND
PROPERTY LINE
SETBACK LINE
PROPOSED EASEMENT
PROPOSED SANITARY SEWER LINE
PROPOSED WATER LINE
PROPOSED STORM SEWER LINE
PROPOSED FIRE LANE
EXISTING OVERHEAD POWER LINE
EXISTING CABLE LINE
EXISTING GAS LINE
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
PROPOSED FIRE HYDRANT (FH)
PROPOSED FIRE DEPARTMENT CONNECTION (FDC)
PROPOSED WATER METER
PROPOSED WATER VALVE
EXISTING FIRE HYDRANT
EXISTING STORM MANHOLE
EXISTING SAN. SWR. MANHOLE
EXISTING SIGN
1.
SEE MEP PLANS FOR ALL UTILITY CONNECTIONS INTO BUILDING.
2.
WATER AND SEWER LINES SHALL STUB 5 FEET FROM BUILDING FOR
SERVICE CONNECTIONS UNLESS OTHERWISE NOTED.
3.
REFER TO DETAILS FOR WATER METER, METER BOX, VALVES, VALVE
BOXES AND SERVICE INSTALLATION.
4.
REFER TO DETAILS FOR TRENCHING, BEDDING, BACK FILL, AND
TRENCH COMPACTION REQUIREMENTS.
5.
WATER AND SANITARY SEWER PIPE SHALL BE CONSTRUCTED PER
CITY SPECIFICATIONS AS NOTED IN
CITY GENERAL NOTES.
UTILITY NOTES
Know what'sbelow.
before you dig.
Call
THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL
AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES
PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY
THE CONSTRUCTION MANAGER AND ENGINEER OF ANY
CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE
FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT
SHOWN) WITHIN SCOPE OF CONSTRUCTION . IF ANY
EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR
SHALL REPLACE THEM AT HIS OWN EXPENSE. CALL 811 AT
LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION
IN VICINITY.
CAUTION!!
PROFILE SCALE
1"=40' HORIZONTAL
1" = 4' VERTICAL
C-5.01
UTILITY PLAN
2
A501
2
A501
A
B
C
3
A501
3
A501
04
07
09
08
11
12
06
05
14
07
BRAND /
SIGN
2
A501
2
A501
A
B
C
3
A501
3
A501
08
09
07
11
10
11
11
04
05
14
07
07
1
A501
1
A501
1
2
3
4
A501
4
A501
13
11
11
11
11
11
11
09
09
09
09
09
09
09
09
09
09
09
04
07
13
12
06
05
05
14
14
07
07
06
06
BRAND /
SIGN
1
A501
1
A501
1
2
3
4
A501
4
A501
09
14
11
11
11
11
11
11
07
02
08
13
04
06
05
14
07
07
01
01
01
KEYNOTES - ELEVATIONS
01
02
PAINTED STUCCO - SW9173 SHIITAKE OR SIMILAR
PAINTED STUCCO - SW7025 BACKDROP OR SIMILAR
03
PAINTED STUCCO - SHERWIN WILLIAMS: CUSTOM BRAND COLOR
04
WALL PANEL - BRICK
05
CONCRETE MASONRY UNIT (CMU) - SPLITFACE, COLOR SW7025 OR SIMILAR
06
CONCRETE MASONRY UNIT (CMU) - SPLITFACE, COLOR SW9173 OR SIMILAR
07
AWNING
08
METAL SCREEN
09
BOLLARD
10
DOWNSPOUT (INSIDE WALL)
11
LIGHTING FIXTURE
12
METAL PANEL - BRAND AND LOGO PER OWNER
13
PAINTED STUCCO - SW-0039 MELLOW MAUVE
14
HVAC UNITS PROJECTION
15
PAINTED STUCCO - SW-9006 ROJO DUST
METAL (SIGN)
LEGEND
345.8 SF
29.3%
LEGEND - FINISHES / SURFACES
DESCRIPTION
N
S
E
W
BRICK - VENEER
CMU, SPLITFACE, SW-9173
CMU, SPLITFACE, SW-7025
PAINTED STUCCO
1,176.5 s.f.
0 SF
0%
182.0 SF
15.4%
55.9 SF
4.7%
550.3 SF
46.7%
209.2 SF
5.9%
233.3 SF
6.6%
177.1 SF
5.0%
716.8 SF
20.3%
228.6 SF
6.5%
909.8 SF
25.8%
0 SF
0%
424.4 SF
12.0%
1,140.4 SF
32.3%
996.5 SF
28.2%
1,183.4 s.f.
3,514.6 s.f.
3,525.5 s.f.
260.9 SF
22.0%
482.2 SF
40.7%
93.0 SF
7.8%
57.6 SF
4.8%
0 SF
0%
NOTES:
- OPENINGS, GLAZING AND DOORS AREAS ARE NOT INCLUDED AS PART OF FINISHES.
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Reviewed By
Project Number
Revision
Consultant ID
727 E BETHANY HOME RD
SUITE D225, PHOENIX
ARIZONA, 85014
(P) 602-368-9375,
(F) 602-368-9380
Sheet Title
7/25/2025 3:28:20 PM
As indicated
A402
Sun Devil Auto
NP
RM
Issue Date
2025.05
-
Mesa, AZ 85208
Colored
Elevations
3/16" = 1'-0"
1
South Architectural Building Elevation
3/16" = 1'-0"
2
North Architectural Building Elevation
3/16" = 1'-0"
3
East Architectural Building Elevation
3/16" = 1'-0"
4
West Architectural Building Elevation
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40833
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PATHANGAY
0
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5
Scale
Date
Drawn By
Reviewed By
Project Number
Revision
Consultant ID
727 E BETHANY HOME RD
SUITE D225, PHOENIX
ARIZONA, 85014
(P) 602-368-9375,
(F) 602-368-9380
Sheet Title
7/25/2025 3:17:25 PM
A001
Sun Devil Auto
NP
RM
Issue Date
2025.05
-
Mesa, AZ 85208
3D Image -
Concept
1
3D View 1
2
3D View 2
A
EXTERIOR SEALANT SHALL MATCH COLOR OF CMU
B
INSTALL CONTROL JOINTS PER MFR RECOMMENDATIONS.
C
ALL SIGNAGE WILL BE PERMITTED SEPARATELY.
D
COORDINATE ANY REQUIRED KNOX BOXES WITH SHJ/FIRE MARSHALL FOR TYPE AND
LOCATION.
E
PRIME ALL CMU BEFORE PAINTING OR INSULLATION OF OTHER FINISHES WITH LOXON
BLOCK SURFACE LX01 SERIES, (50-100 SQ FT/GAL)
1ST COAT: S-W LOXON SELF CLEANING ACRYLIC COATING-SATIN, LX14-50 SERIES.
2ND COAT: S-W LOXON SELF CLEANING ACRYLIC COATING-SATIN, LX14-50 SEIRES (530-7.0
MILS WET, 2.0-2.8 DRY PER COAT).
F
ALL EXTERIOR METALWORK, NOT GALVANIZED, SHALL BE PRIMED AND PAINTED WITH
2 COATS OF EXTERIOR ENAMEL PAINT. (LINTELS, BOLLARDS, ETC.)
G
GC SHALL VERIFY LOCAL JURISDICTION AND WIND SPEED REQUIREMENTS TO
DETEMINE IF HURRACANE RATED HIGH IMPACT STOREFRONT OR SIGNAGE IS REQUIRED.
FURNISH AS REQUIRED.
GENERAL NOTES - ELEVATIONS
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PATHANGAY
0
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5
Scale
Date
Drawn By
Reviewed By
Project Number
Revision
Consultant ID
727 E BETHANY HOME RD
SUITE D225, PHOENIX
ARIZONA, 85014
(P) 602-368-9375,
(F) 602-368-9380
Sheet Title
7/25/2025 3:17:39 PM
1/4" = 1'-0"
A403
Sun Devil Auto
NP
RM
Issue Date
2025.05
-
Mesa, AZ 85208
Material Board
CUSTOM BRAND COLOR - PER OWNER
EXTERIOR COLORS AND FINISHES, REFER TO A401
1. COLOR PALETTE CONSISTENCY
THE PROPOSED BUILDING'S EXTERIOR COLORS ARE SELECTED TO HARMONIZE WITH THE
PREDOMINANT HUES OF NEIGHBORING STRUCTURES. THIS APPROACH ALIGNS WITH THE
CITY OF MESA'S RECOMMENDATION THAT "EXTERIOR BUILDING COLORS SHOULD BE
COMPATIBLE WITH THE SURROUNDING NEIGHBORHOOD SETTING AND SHOULD BE IN
KEEPING WITH THE GEOGRAPHIC AND CLIMATIC CONDITIONS SPECIFIC TO MESA."
2. USE OF EARTH TONES AND ACCENTS
IN ACCORDANCE WITH MESA'S GUIDELINES, THE DESIGN INCORPORATES EARTH TONE
COLORS TRADITIONALLY USED IN THE DESERT SOUTHWEST. DEEP, RICH ACCENT COLORS
ARE UTILIZED SPARINGLY TO ENHANCE ARCHITECTURAL DETAILS, AVOIDING THE USE OF
PALE OR OVERLY BRIGHT PALETTES.
3. MATERIAL AND FINISH SELECTION
EXTERIOR MATERIALS AND FINISHES ARE CHOSEN FOR THEIR DURABILITY IN EXTREME HEAT
AND HIGH SUN EXPOSURE, AS ADVISED BY THE CITY'S STANDARDS. THIS ENSURES
LONGEVITY AND MAINTAINS AESTHETIC CONSISTENCY WITH EXISTING BUILDINGS.
4. ARCHITECTURAL DETAILING AND COLOR TRANSITIONS
CHANGES IN COLOR ON THE BUILDING FACADE ARE ACCOMPANIED BY CHANGES IN PLANE OR
SEPARATED BY ARCHITECTURAL ELEMENTS, SUCH AS ENHANCED DETAILS OR FACADE
ELEMENTS, TO CREATE VISUAL INTEREST AND COMPLY WITH MESA'S DESIGN
RECOMMENDATIONS.
5. VISUAL IMPACT AND NEIGHBORHOOD CHARACTER
THE PROPOSED BUILDING'S COLOR SCHEME AND MATERIALS WERE SELECTED TO
INTEGRATE SEAMLESSLY WITH THE EXISTING ENVIRONMENT, PRESERVING THE AREA'S
CHARACTER AND ADHERING TO THE CITY'S EMPHASIS ON COMPATIBILITY WITH THE
SURROUNDING NEIGHBORHOOD SETTING.
GENERAL NOTES - FINISHES & MATERIALS
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40833
NAVIN
PATHANGAY
0
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7
/
2
5
Scale
Date
Drawn By
Reviewed By
Project Number
Revision
Consultant ID
727 E BETHANY HOME RD
SUITE D225, PHOENIX
ARIZONA, 85014
(P) 602-368-9375,
(F) 602-368-9380
Sheet Title
7/25/2025 3:17:44 PM
1/4" = 1'-0"
A002
Sun Devil Auto
NP
RM
Issue Date
2025.05
-
Mesa, AZ 85208
Context Plan
1
3D View 3
TACO BELL
CIRCLE K -
GAS
STATION
STATEFARM
GENTLE
DENTAL
2
A501
2
A501
A
B
C
3
A501
3
A501
04
07
09
08
11
12
BRAND /
SIGN
06
05
MAIN
ENTRANCE
14
07
05
PARAPET CAPPING -
METAL, COLOR PER
BRAND
1
A501
1
A501
1
2
3
4
A501
4
A501
13
11
11
11
11
11
11
09
09
09
09
09
09
09
09
09
09
09
EXIT
04
BRAND /
SIGN
07
SERVICE
BAY
SERVICE
BAY
SERVICE
BAY
SERVICE
BAY
SERVICE
BAY
SERVICE
BAY
SERVICE
BAY
SERVICE
BAY
SERVICE
BAY
SERVICE
BAY
13
12
06
05
05
10' - 0"
8"
13' - 4"
2 3/4"
4' - 0"
14
14
07
07
06
06
05
PARAPET CAPPING -
METAL, COLOR PER
BRAND
WALL
REVEAL - 1"
1
A501
1
A501
1
2
3
4
A501
4
A501
SERVICE
09
14
11
11
11
11
11
11
07
02
08
13
04
06
05
2 3/4"
3' - 9 1/4"
2 3/4"
16' - 0"
4' - 0"
10
14
07
07
04
06
10
10
10
10
10
01
01
01
PARAPET CAPPING -
METAL, COLOR PER
BRAND
WALL
REVEAL - 1"
WALL
REVEAL - 1"
WALL
REVEAL - 1"
WALL
REVEAL - 1"
2
A501
2
A501
A
B
C
3
A501
3
A501
08
09
07
11
10
11
11
EMERGENCY
EXIT
13
05
14
4' - 0"
07
07
06
05
04
PARAPET CAPPING -
METAL, COLOR PER
BRAND
WALL
REVEAL - 1"
A
EXTERIOR SEALANT SHALL MATCH COLOR OF CMU
B
INSTALL CONTROL JOINTS PER MFR RECOMMENDATIONS.
C
ALL SIGNAGE WILL BE PERMITTED SEPARATELY.
D
COORDINATE ANY REQUIRED KNOX BOXES WITH SHJ/FIRE MARSHALL FOR TYPE AND
LOCATION.
E
PRIME ALL CMU BEFORE PAINTING OR INSULLATION OF OTHER FINISHES WITH LOXON
BLOCK SURFACE LX01 SERIES, (50-100 SQ FT/GAL)
1ST COAT: S-W LOXON SELF CLEANING ACRYLIC COATING-SATIN, LX14-50 SERIES.
2ND COAT: S-W LOXON SELF CLEANING ACRYLIC COATING-SATIN, LX14-50 SEIRES (530-7.0
MILS WET, 2.0-2.8 DRY PER COAT).
F
ALL EXTERIOR METALWORK, NOT GALVANIZED, SHALL BE PRIMED AND PAINTED WITH
2 COATS OF EXTERIOR ENAMEL PAINT. (LINTELS, BOLLARDS, ETC.)
G
GC SHALL VERIFY LOCAL JURISDICTION AND WIND SPEED REQUIREMENTS TO
DETEMINE IF HURRACANE RATED HIGH IMPACT STOREFRONT OR SIGNAGE IS REQUIRED.
FURNISH AS REQUIRED.
GENERAL NOTES - ELEVATIONS
KEYNOTES - ELEVATIONS
01
02
PAINTED STUCCO - SW9173 SHIITAKE OR SIMILAR
PAINTED STUCCO - SW7025 BACKDROP OR SIMILAR
03
PAINTED STUCCO - SHERWIN WILLIAMS: CUSTOM BRAND COLOR
04
WALL PANEL - BRICK
05
CONCRETE MASONRY UNIT (CMU) - SPLITFACE, COLOR SW7025 OR SIMILAR
06
CONCRETE MASONRY UNIT (CMU) - SPLITFACE, COLOR SW9173 OR SIMILAR
07
AWNING
08
METAL SCREEN
09
BOLLARD
10
DOWNSPOUT (INSIDE WALL)
11
LIGHTING FIXTURE
12
METAL PANEL - BRAND AND LOGO PER OWNER
13
PAINTED STUCCO - SW-0039 MELLOW MAUVE
14
HVAC UNITS PROJECTION
15
PAINTED STUCCO - SW-9006 ROJO DUST
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EXPIRES 6/30/2025
40833
NAVIN
PATHANGAY
0
3
/
2
7
/
2
5
Scale
Date
Drawn By
Reviewed By
Project Number
Revision
Consultant ID
727 E BETHANY HOME RD
SUITE D225, PHOENIX
ARIZONA, 85014
(P) 602-368-9375,
(F) 602-368-9380
Sheet Title
7/25/2025 3:17:29 PM
As indicated
A401
Sun Devil Auto
NP
RM
Issue Date
2025.05
-
Mesa, AZ 85208
Elevations
3/16" = 1'-0"
1
South Architectural Building Elevation
3/16" = 1'-0"
2
East Architectural Building Elevation
3/16" = 1'-0"
3
West Architectural Building Elevation
3/16" = 1'-0"
4
North Architectural Building Elevation
L1
0' - 0"
TO RU DOOR
12' - 0"
TO PARAPET 1
20' - 0"
BO STRUCTURE
18' - 0"
2
A501
2
A501
BO CANOPY
10' - 0"
BO ROOF
18' - 7 3/4"
BO CEILING
8' - 0"
A
B
C
3
A501
3
A501
16' - 4"
32' - 4"
48' - 8"
12' - 0"
13' - 0"
TO PARAPET 2
24' - 2 3/4"
L1
0' - 0"
TO RU DOOR
12' - 0"
1
A501
1
A501
TO PARAPET 1
20' - 0"
BO STRUCTURE
18' - 0"
BO CANOPY
10' - 0"
BO ROOF
18' - 7 3/4"
BO CEILING
8' - 0"
1
2
3
4
A501
4
A501
TO PARAPET 2
24' - 2 3/4"
L1
0' - 0"
TO RU DOOR
12' - 0"
1
A501
1
A501
TO PARAPET 1
20' - 0"
BO STRUCTURE
18' - 0"
BO CANOPY
10' - 0"
BO ROOF
18' - 7 3/4"
BO CEILING
8' - 0"
1
2
3
4
A501
4
A501
13' - 0"
10' - 6"
9' - 0"
TO PARAPET 2
24' - 2 3/4"
L1
0' - 0"
TO RU DOOR
12' - 0"
TO PARAPET 1
20' - 0"
BO STRUCTURE
18' - 0"
2
A501
2
A501
BO CANOPY
10' - 0"
BO ROOF
18' - 7 3/4"
BO CEILING
8' - 0"
A
B
C
3
A501
3
A501
32' - 4"
16' - 4"
48' - 8"
TO PARAPET 2
24' - 2 3/4"
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EXPIRES 6/30/2025
40833
NAVIN
PATHANGAY
0
3
/
2
7
/
2
5
Scale
Date
Drawn By
Reviewed By
Project Number
Revision
Consultant ID
727 E BETHANY HOME RD
SUITE D225, PHOENIX
ARIZONA, 85014
(P) 602-368-9375,
(F) 602-368-9380
Sheet Title
7/25/2025 3:17:39 PM
3/16" = 1'-0"
A501
Sun Devil Auto
NP
RM
Issue Date
2025.05
-
Mesa, AZ 85208
Sections
3/16" = 1'-0"
1
Section 2
3/16" = 1'-0"
2
Section 3
3/16" = 1'-0"
3
Section 4
3/16" = 1'-0"
4
Section 5
SHEET
OF
DATE:
JOB:
DWN:
CHK:
202502061
1
4
3/14/25
PRELIMINARY PLAT FOR
LE
JW
"MASS MARKET"
’
“
”
S. SIGNAL BUTTE ROAD
E. SOUTHERN AVENUE
LEGEND
LOT 3
LOT 1
LOT 2
SHEET
OF
DATE:
JOB:
DWN:
CHK:
202502061
2
4
3/14/25
PRELIMINARY PLAT FOR
LE
JW
"MASS MARKET"
S. SIGNAL BUTTE ROAD
LEGEND
LOT 3
LOT 1
LOT 2
SHEET
OF
DATE:
JOB:
DWN:
CHK:
202502061
3
4
3/14/25
PRELIMINARY PLAT FOR
LE
JW
"MASS MARKET"
E. SOUTHERN AVENUE
S. SIGNAL BUTTE ROAD
LEGEND
LOT 3
LOT 1
LOT 2
SHEET
OF
DATE:
JOB:
DWN:
CHK:
202502061
4
4
3/14/25
PRELIMINARY PLAT FOR
LE
JW
"MASS MARKET"
E. SOUTHERN AVENUE
Sun Devil Auto
3-lot Commercial Development
Citizen Participation Plan
Southern & Signal Butte
Case # ZON25-00256
SITE PLAN REVIEW (SPR)
DESIGN REVIEW (DR)
AND PRELIMINARY PLAT
Application Contact:
Withey Morris Baugh, PLC
2525 East Arizona Biltmore Circle, Suite A212
Phoenix, Arizona 85016
Phone. 602.230.0600 / Email: George@wmbattorneys.com
On behalf of
Vertical Development
2
Sun Devil Auto – v2
I.
Introduction
The purpose of this Citizen Participation Plan is to inform citizens, property owners,
neighborhood associations, agencies, schools and businesses in the vicinity of the
site. The Property is currently zoned Limited Commercial (LC). The application
requests Site Plan Review (SPR), Design Review (DR), and a Preliminary Plat (PP) to
develop a 3-lot commercial development, one of which is ready to proceed with
Sun Devil Auto .
II.
Contact
George Pasquel III
Withey Morris, PLC
2525 East Arizona Biltmore Circle
Phoenix, Arizona 85016
602-230-0600 / Email: George@wmbattorneyss.com
III.
Contact List
Parties affected by such an application typically include properties owners within
800-feet of the Property (as identified by the Maricopa County Assessor’s Map),
residents, registered neighborhoods, homeowners’ associations, and/or other
interested parties as identified by the City of Mesa. A copy of the contact list,
which will include any registered associations from the City, will be created and
used for initial contact.
IV.
Notification Technique / Notice of Meetings
Property owners and Interested parties affected by the applications will be
notified of the requests through an informational mailing. Additional mailings with
hearing dates will also occur in the future as well as sign postings on site if
applicable. Given the isolated nature of the site, conformance with long-
anticipated development within the area, and utilization of the existing zoning
district, the Applicant anticipates foregoing an open house meeting in lieu of
3
Sun Devil Auto – v2
direct correspondence (emails / phone calls / etc.) with any interested parties that
reach out to the Applicant or City.
V.
Response Procedures
The Applicant shall respond to citizens that express interest. Individual meetings
will be conducted upon specific request. The City of Mesa will be available to
answer questions regarding the review and public hearing process. Parties
affected by the applications may also share their feelings about the project by
writing to the City of Mesa, at 55 East Center Street, Mesa, Arizona 85211.
VI.
Status Procedures
The Applicant shall keep the City of Mesa informed of the status of its citizen
participation efforts through a Citizen Participation Report. Copies of the
applications containing the complete details of the requests shall be kept on file
with the City of Mesa.
VII.
Inquiries
Inquiries will be documented in the Citizen Participation Report
VIII.
Tentative Schedule for Implementation
1. Initial Submittal
March 31, 2025
2. First Comments:
April 15
3. City / Applicant Meeting
April 21
4. Resubmittal:
May 19
5. Project Notification letters
May
6. Second Comments:
June (if applicable)
7. Resubmittal:
June
8. Citizen Participation Report submitted:
June
9. Site Posting for Planning and Zoning Board:
June / July
10. Planning and Zoning Board hearing:
Aug
Sun Devil Auto
3-lot Commercial Development
Citizen Participation Report (Final)
Southern & Signal Butte
Case # ZON25-00256
Case # DRB25-00399
SITE PLAN REVIEW (SPR)
DESIGN REVIEW (DR)
AND PRELIMINARY PLAT
Application Contact:
Withey Morris Baugh, PLC
2525 East Arizona Biltmore Circle, Suite A212
Phoenix, Arizona 85016
Phone. 602.230.0600 / Email: George@wmbattorneys.com
On behalf of
Vertical Development
2
Sun Devil Auto – v2
I.
Introduction
The purpose of this Citizen Participation Report is to provide information and results
from the implementation of the Citizen Participation Plan. The application entails
a Site Plan Review (SPR), Design Review (DR), and Preliminary Plat (PP) for an
approximate 5.87-acre property located east of the northeast corner of Signal
Butte Road and Southern Ave, otherwise commonly known as Maricopa County
Assessor’s Parcel Number 220-76-002X. The request will enable a 3-lot commercial
development, one of which is ready to proceed at this time with a Sun Devil Auto
end user. The Property is currently undeveloped but has been planned for
commercial development since it was originally zoned C-2 in 1998 (and today it is
zoned LC). No change to the existing zoning is required.
II.
Contact
George Pasquel III
Withey Morris, PLC
2525 East Arizona Biltmore Circle
Phoenix, Arizona 85016
602-230-0600 / Email: George@wmbattorneyss.com
III.
Contact List
Parties affected by such an application are typically those in closest proximity (+/-
500 feet). In an effort to go beyond standard notifications, a list of property owners
within 1,000-feet (as identified by the Maricopa County Assessor’s Map) was
created. Registered neighborhoods, homeowner’s associations and/or other
interested parties identified by the City of Mesa were also included in this contact
list. A copy of the contact list is enclosed at TAB A.
IV.
Notification Technique / Notice of Meetings
On June 2, 2025, first class letters were mailed to the Contact List. The letter
introduced the Applicant, alerted the recipient of the submitted applications on
3
Sun Devil Auto – v2
the property, provided information and exhibits on the project, provided contact
information for the City and the Applicant and encouraged the recipient to
contact the City or the Applicant with any questions or comments. See letter and
exhibits enclosed at TAB B.
On September 26, 2025, first class letters were again mailed to the Contact List.
The letter again introduced the Applicant and provided information and exhibits
on the project as well as contact information for the City and the Applicant. The
letter also alerted the recipient of the scheduled Design Review Board meeting
and methods of participating in the process. See affidavit, letter and exhibits
enclosed at TAB C.
On October 6, 2025, first class letters were again mailed to the Contact List. The
letter again introduced the Applicant and provided information and exhibits on
the project as well as contact information for the City and the Applicant. The letter
also alerted the recipient of the scheduled Planning and Zoning Board meeting.
See affidavit, letter and exhibits enclosed at TAB D. Also on October 6, 2025, the
site was posted with two (2) Zoning Hearing signs detailing the request and
upcoming meeting before the Planning and Zoning Board. See affidavit and
information enclosed at TAB E.
V.
Inquiries
To date, the Applicant is yet to receive any inquiries regarding the project and/or
applications. This is likely due to the long anticipated commercial development
of this property and the low scale nature of the planned development.
The Applicant will continue to be available to discuss the project with any
interested parties and will keep the City of Mesa informed as needed of any new
interactions.
Tab A
N
1,000 ft Mailing Map
NEC Signal Butte and Southern - Mesa
Tab B
N
Aerial Map
NEC Signal Butte and Southern - Mesa
Signal Butte Rd
Southern Ave
SOUTHERN AVENUE
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
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FL
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SS
SS
SS
2
0
'
R
2
5
'
R
2
5
'
R
2
5
'R
4
9'
R
22'
8'
14
12
20'
20'
20'
20'
24'
20'
20'
20'
20'
20'
PROPOSED
BUILDING
7,689 S.F.
EXISTING
BUILDING
BERM WITHIN
LANDSCAPE
BUFFER
BERM WITHIN
LANDSCAPE
BUFFER
EXISTING
BUILDING
BICYCLE RACK
3 SPACES
EXISTING SIGN
EXISTING 8' PUBLIC UTILITY
& FACILITIES EASEMENT
PER 1999-0232465, M.C.R.
EXISTING 20'
EASEMENT FOR
PUBLIC UTILITY &
FACILITY
EXISTING STREET LIGHT
TO BE RELOCATED
PROPOSED DUMPSTER
WITH 8' ENCLOSURE
BAY DOORS
TYP.
PROPOSED MEDIAN TO BE
CONSTRUCTED BY OTHERS
PROPOSED MEDIAN TO BE
CONSTRUCTED BY OTHERS
EXISTING FIRE
HYDRANT TO BE
RELOCATED
EXISTING
SIGN
PROPOSED 15'
WATER EASEMENT
PROPOSED BFR
PROPOSED FIRE
HYDRANT
PROPOSED 30' UTILITY
& ACCESS EASEMENT
PROPOSED 30'
ACCESS EASEMENT
PROPOSED 24'
UTILITY & ACCESS
EASEMENT
PROPOSED 24' UTILITY
& ACCESS EASEMENT
PROPOSED 20' SEWER
EASEMENT
PROPOSED FIRE
HYDRANT
8" WATER LINE
8" WATER LINE
8" SEWER LINE
8" SEWER LINE
8" WATER LINE
PROPOSED 8"
WATER STUB
PROPOSED 8"
GATE VALVE
EXISTING 5' SEWER MANHOLE
PROPOSED 4'
SEWER MANHOLE
PROPOSED 4'
SEWER MANHOLE
PROPOSED 8" CLEANOUT
CONNECT TO EXISTING
8" WATER LINE
PROPOSED 6"
FIRE LINE
PROPOSED
1" DOMESTIC
LINE
PROPOSED 1"
IRRIGATION LINE
PROPOSED
FDC
PROPOSED SIDEWALK
RELOCATION
45.0'
59.0'
48.7'
15.0'
30.0'
5.0'
150.0' STORAGE
100.0' TAPER
65.0' ROW TO
CENTERLINE
24.0'
32.0'
8.0'
12.0'
9.0' TYP.
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
51.6'
23.5'
36.0'
18.0'
18.0'
15.0'
10.0'
15.0'
15.0'
30.0'
30.0'
CONNECT TO EXISTING 8" SEWER LINE
CONNECT TO EXISTING
STORM LINE
EXISTING
BUILDING
PROPOSED MEDIAN TO BE
CONSTRUCTED BY OTHERS
75.0' ROW TO
CENTERLINE
8" STORM BLEED-OFF
2
5
'R
49'R
S
S
S
S
S
S
EXISTING 16" WATER LINE
EXISTING 16" WATER LINE
EXISTING 8" WATER LINE
EXISTING 8" WATER LINE
EXISTING 8" SEWER LINE
EXISTING 8" WATER LINE
EXISTING 8" WATER LINE
EXISTING 8" WATER LINE
8" STORM
BLEED-OFF
EXISTING 8" STORM LINE
EXISTING 8" STORM LINE
EXISTING
CATCH BASIN
6" SEWER LINE
PROPOSED HEADWALL
PROPOSED
HEADWALL
PROPOSED
DETENTION POND
PROPOSED OUTFALL
STRUCTURE
PROPOSED 8" STUB FOR
FUTURE CONNECTION
PROPOSED
GRATE INLET
PROPOSED
GRATE INLET
PROPOSED 25' SETBACK
PROPOSED 5' SETBACK
PROPOSED 15' SETBACK
PROPOSED 30'
SETBACK
158.0'
50.0'
LOT 2
1.13 ACRES
LOT 1
0.99 ACRES
LOT 3
3.76 ACRES
25'R
2
5
'R
3
5
'R
35'R
3
5
'R
25'R
25'R
2
5
'
R
3
5
'
R
3
5
'R
2
5
'
R
3
5
'
R
3
5
'R
20'R
2
0
'
R
N0°07'47"W275.53'
S89°52'13"W134.89'
N0°07'47"W
10.00'
S89°52'13"W61.00'
N0°04'57"W 43.98'
S89°52'13"W
21.23'
N8°25'08"W
40.82'
N0°01'41"W191.15'
S89°52'13"W161.63'
S89°52'13"W176.08'
N0°07'47"W285.53'
S0°07'47"E675.21'
S89°52'13"W126.61'
N0°01'41"W33.19'
PROPOSED BARRICADE
ROW LINE
SIGNAL BUTTE ROAD
SOUTHERN AVENUE
MERIDIAN ROAD
BROADWAY ROAD
FLORIAN
AVENUE
CENTRAL
ARIZONA
CANAL
SITE
VICINITY MAP
NOT TO SCALE
DRAWN BY:
MD
SCALE
AS SHOWN
DATE
MARCH 2025
ACE PROJECT:
01201
SHEET TITLE:
PROJECT NAME:
NO.
REVISIONS
DATE
BY
Wednesday, April 30, 2025 5:13:39 PM
G:\Shared drives\Projects\01201 Sun Auto AZ - Mesa - Southern Signal Butte\CAD\Plan Sheets\Site Plan.dwg
SUN AUTO
NEC SOUTHERN AVE. &
SIGNAL BUTTE RD.
MESA, ARIZONA
© 2025 ANIMAS CIVIL
ENGINEERING, LLC
PHONE: 214-803-1099
AZ 25881
0
30'
60'
GRAPHIC SCALE 30'
N
S
W
E
ACCESSIBLE PARKING SYMBOL
ACCESSIBLE ROUTE
NUMBER OF PARKING SPACES
WATER METER
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
SANITARY SEWER MANHOLE
TYPICAL
BENCH MARK
GAS LINE MARKER
LEGEND
G
TYP.
BM
S
W
FDC
FH
FL
FL
FIRE LANE
PROPOSED SIDEWALK
BARRIER FREE RAMP
BFR
C-2.01
SITE PLAN
KEYNOTES - ELEVATIONS
01
02
FINISH - SHERWIN WILLIAMS: SW9173 SHIITAKE OR SIMILAR
FINISH - SHERWIN WILLIAMS: SW7025 BACKDROP OR SIMILAR
03
FINISH - SHERWIN WILLIAMS: CUSTOM BRAND COLOR
04
BRICK
05
CONCRETE MASONRY UNIT (CMU) - SPLITFACE
06
CONCRETE MASONRY UNIT (CMU) - SMOOTH
07
AWNING
08
METAL SCREEN - HVAC UNIT / FANS
09
BOLLARD
10
DOWNSPOUT (INSIDE WALL)
11
LIGHTING FIXTURE
12
METAL PANEL - BRAND AND LOGO PER OWNER
13
PAINTED STUCCO - SW-0039 MELLOW MAUVE
A
EXTERIOR SEALANT SHALL MATCH COLOR OF CMU
B
INSTALL CONTROL JOINTS PER MFR RECOMMENDATIONS.
C
ALL SIGNAGE WILL BE PERMITTED SEPARATELY.
D
COORDINATE ANY REQUIRED KNOX BOXES WITH SHJ/FIRE MARSHALL FOR TYPE AND
LOCATION.
E
PRIME ALL CMU BEFORE PAINTING OR INSULLATION OF OTHER FINISHES WITH LOXON
BLOCK SURFACE LX01 SERIES, (50-100 SQ FT/GAL)
1ST COAT: S-W LOXON SELF CLEANING ACRYLIC COATING-SATIN, LX14-50 SERIES.
2ND COAT: S-W LOXON SELF CLEANING ACRYLIC COATING-SATIN, LX14-50 SEIRES (530-7.0
MILS WET, 2.0-2.8 DRY PER COAT).
F
ALL EXTERIOR METALWORK, NOT GALVANIZED, SHALL BE PRIMED AND PAINTED WITH
2 COATS OF EXTERIOR ENAMEL PAINT. (LINTELS, BOLLARDS, ETC.)
G
GC SHALL VERIFY LOCAL JURISDICTION AND WIND SPEED REQUIREMENTS TO
DETEMINE IF HURRACANE RATED HIGH IMPACT STOREFRONT OR SIGNAGE IS REQUIRED.
FURNISH AS REQUIRED.
GENERAL NOTES - ELEVATIONS
2
A501
2
A501
A
B
C
3
A501
3
A501
2
A501
2
A501
A
B
C
3
A501
3
A501
1
A501
1
A501
1
2
3
4
A501
4
A501
1
A501
1
A501
1
2
3
4
A501
4
A501
I
T
I
S
n
F
o
z
i
r
A
S
I
G
D
E
T
A
G
E
R
R
C
E
T
I
S
U
a
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N
E
D
A
.
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T
A
C
I
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E
.
N
O
C
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E
T
R
E
C
D
R
A
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EXPIRES 6/30/2025
40833
NAVIN
PATHANGAY
0
3
/
2
7
/
2
5
Scale
Date
Drawn By
Reviewed By
Project Number
Revision
Consultant ID
727 E BETHANY HOME RD
SUITE D225, PHOENIX
ARIZONA, 85014
(P) 602-368-9375,
(F) 602-368-9380
Sheet Title
5/1/2025 4:02:18 PM
As indicated
A402
Sun Devil Auto
NP
RM
Issue Date
2025.05
-
Mesa, AZ 85208
Colored
Elevations
3/16" = 1'-0"
1
South Architectural Building Elevation
3/16" = 1'-0"
2
North Architectural Building Elevation
3/16" = 1'-0"
3
East Architectural Building Elevation
3/16" = 1'-0"
4
West Architectural Building Elevation
Tab C
Tab D
October 6, 2025
Re:
East of the NEC of Southern Avenue & Signal Butte Road – (ZON25-00256 & DRB25-00399)
Site Plan & Design Review Applications – Mesa, Arizona
Dear Property Owner or Registered Neighborhood Representative:
On behalf of our client, Vertical Development, we have recently filed applications with the City of Mesa for the roughly
5.9-acre property, generally located east of the northeast corner of Signal Butte Road and Southern Avenue, Assessor
Parcel No. 220-76-002X (the “Property”), as seen on the enclosed exhibits. Specifically, the request is for a Major
Site Plan Modification and amendment to Conditions of Approval Nos. 1, 6, 7 and 9 of Ordinance No. 3884 for the
development of an approximately 7,689± square foot Minor Automobile/Vehicle Service and Repair facility. You may
recall receiving previous correspondence from our office regarding these applications and the forthcoming Design
Review Board meeting. The purpose of this follow-up letter is simply to let you know the application has now also
been scheduled for consideration by the Mesa Planning and Zoning Board.
The City of Mesa Planning Division requests these letters be sent to all property owners within 500 feet of the Property.
In an effort to expand outreach, we have increased this distance to 1,000 feet. Enclosed for your review is a copy of
the site plan and elevations of the proposed development. The Property is currently undeveloped but has been
planned for commercial development since it was originally zoned Commercial (C-2) in 1998. Today, the property is
zoned Limited Commercial (LC). While the remainder of this overall commercial corner has been developed with
commercial uses, this site has been passed over and remains vacant and unimproved.
With this Site Plan (SPR) and Design Review (DR) application, Lot 1 (which is roughly 1-acre located up against
Southern Avenue) will be developed with a Sun Devil Auto. Lots 2, which is also located along Southern Avenue, will
be improved with drive aisles and positioned for future retail use. Lot 3, which is located at the rear of the site, will
remain unimproved, but is also planned for future retail users. This is not a rezoning application, and the proposed
uses are permitted by right in the existing zoning
The Mesa Planning and Zoning Board will review this request at their meeting held on October 22, 2025, in the City
Council Chambers located at 20 East Main Street, Mesa, AZ, 85201. 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.
Page 2
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 Charlotte Bridges of their Planning Division staff. She can be reached at
480-644-6712 or Charlotte.Bridges@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.
If you have any questions regarding this proposal, please do not hesitate to contact me at 602-230-0600 or by e-mail
at George@wmbattorneys.com. Thank you for your time and consideration.
Sincerely,
WITHEY MORRIS BAUGH, PLC
By
George Pasquel III
Enclosures: aerial, site plan, elevations
N
Aerial Map
NEC Signal Butte and Southern - Mesa
Signal Butte Rd
Southern Ave
SOUTHERN AVENUE
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
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FL
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FL
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FL
FL
FL
FL
FL
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
WATKIN REVOCABLE TRUST
2020-0956708 M.C.R.
2
0
'
R
2
5
'
R
2
5
'
R
2
5
'
R
4
9
'R
22.0'
8.0'
14
12
20'
20'
20'
20'
20'
20'
PROPOSED
BUILDING
7,689 S.F.
EXISTING
BUILDING
BERM WITHIN
LANDSCAPE
BUFFER
BERM WITHIN
LANDSCAPE
BUFFER
EXISTING
BUILDING
BICYCLE RACK
3 SPACES
EXISTING SIGN
EXISTING 8' PUBLIC UTILITY
& FACILITIES EASEMENT
PER 1999-0232465, M.C.R.
EXISTING 20'
EASEMENT FOR
PUBLIC UTILITY &
FACILITY
EXISTING STREET LIGHT
TO BE RELOCATED
PROPOSED DUMPSTER
WITH 8' ENCLOSURE.
REFER TO M-62 DETAILS
BAY DOORS
TYP.
PROPOSED MEDIAN TO BE
CONSTRUCTED BY OTHERS
PROPOSED MEDIAN TO BE
CONSTRUCTED BY OTHERS
EXISTING FIRE
HYDRANT TO BE
RELOCATED
EXISTING
SIGN
PROPOSED 15'
WATER EASEMENT
PROPOSED BFR
PROPOSED FIRE
HYDRANT
PROPOSED 24'
UTILITY & ACCESS
EASEMENT
PROPOSED 24' UTILITY
& ACCESS EASEMENT
PROPOSED 20' SEWER
EASEMENT
PROPOSED FIRE
HYDRANT
8" WATER LINE
8" WATER LINE
8" SEWER LINE
8" SEWER LINE
8" WATER LINE
PROPOSED 8"
WATER STUB
PROPOSED 8"
GATE VALVE
EXISTING 5'
SEWER MANHOLE
PROPOSED 4'
SEWER MANHOLE
PROPOSED 4'
SEWER MANHOLE
PROPOSED 8" CLEANOUT
CONNECT TO EXISTING
8" WATER LINE
PROPOSED 6"
FIRE LINE
PROPOSED
1" DOMESTIC
LINE
PROPOSED 1"
IRRIGATION LINE
PROPOSED
FDC
PROPOSED SIDEWALK
RELOCATION
45.0'
59.0'
48.7'
15.0'
30.0'
5.0'
150.0' STORAGE
100.0' TAPER
65.0' ROW TO
CENTERLINE
24.0'
32.0'
8.0'
12.0'
9.0' TYP.
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
51.6'
23.5'
36.0'
18.0'
18.0'
15.0'
10.0'
15.0'
15.0'
CONNECT TO EXISTING
8" SEWER LINE
CONNECT TO EXISTING
STORM LINE
EXISTING
BUILDING
PROPOSED MEDIAN TO BE
CONSTRUCTED BY OTHERS
75.0' ROW TO
CENTERLINE
2
5
'
R
49'R
S
S
S
S
EXISTING 16" WATER LINE
EXISTING 16" WATER LINE
EXISTING 8" WATER LINE
EXISTING 8" WATER LINE
EXISTING 8" SEWER LINE
EXISTING 8"
WATER LINE
EXISTING 8" WATER LINE
EXISTING 8" WATER LINE
EXISTING 8" STORM LINE
EXISTING 8" STORM LINE
EXISTING
DETENTION OUTFALL
6" SEWER LINE
PROPOSED
GRATE INLET
PROPOSED
GRATE INLET
PROPOSED 25' SETBACK
PROPOSED 5' SETBACK
PROPOSED 15' SETBACK
PROPOSED 30'
SETBACK
158.0'
50.0'
LOT 2
1.13 ACRES
LOT 1
0.99 ACRES
LOT 3
3.76 ACRES
25'R
3
5
'R
35'R
3
5
'
R
25'R
25'R
3
5
'R
N0°07'47"W275.53'
N0°07'47"W
10.00'
S89°52'13"W61.00'
N0°04'57"W 43.98'
S89°52'13"W
21.23'
N8°25'08"W
40.82'
N0°01'41"W191.15'
S89°52'13"W161.63'
S89°52'13"W176.08'
N0°07'47"W285.53'
S0°07'47"E675.21'
S89°52'13"W126.61'
N0°01'41"W33.19'
ROW LINE
25.0'
10.0'
9.0'
36.0'
50.0'
SEE DETAIL 'A' FOR
MORE INFORMATION
EXISTING 6'
MASONRY WALL
EXISTING 6'
MASONRY WALL
EXISTING
DETENTION POND
30.0'
PROPOSED 8'
MASONRY SCREEN
WALL FOR LOADING
AREA
30°
PROPOSED DECOMPOSED
GRANITE STRIP W/
TEMPORARY BOULDERS
PROPOSED DECOMPOSED
GRANITE STRIP W/
TEMPORARY BOULDERS
PROPOSED DECOMPOSED
GRANITE STRIP W/
TEMPORARY BOULDERS
PROPOSED
UNDERGROUND
DETENTION
PROPOSED 8"
BLEED OFF LINE
SITE VISIBILITY
TRIANGLE
S89°52'13"W134.89'
ORIFICE
VALVE
SIGNAL BUTTE ROAD
SOUTHERN AVENUE
MERIDIAN ROAD
BROADWAY ROAD
FLORIAN
AVENUE
CENTRAL
ARIZONA
CANAL
SITE
VICINITY MAP
NOT TO SCALE
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
W
W
SS
SS
DRAWN BY:
MD
SCALE
AS SHOWN
DATE
MARCH 2025
ACE PROJECT:
01201
SHEET TITLE:
PROJECT NAME:
NO.
REVISIONS
DATE
BY
Monday, July 28, 2025 1:59:09 PM
G:\Shared drives\Projects\01201 Sun Auto AZ - Mesa - Southern Signal Butte\CAD\Plan Sheets\Site Plan.dwg
SUN AUTO
NEC SOUTHERN AVE. &
SIGNAL BUTTE RD.
MESA, ARIZONA
© 2025 ANIMAS CIVIL
ENGINEERING, LLC
PHONE: 214-803-1099
AZ 25881
0
30'
60'
GRAPHIC SCALE 30'
N
S
W
E
ACCESSIBLE PARKING SYMBOL
ACCESSIBLE ROUTE
NUMBER OF PARKING SPACES
WATER METER
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
SANITARY SEWER MANHOLE
TYPICAL
BENCH MARK
GAS LINE MARKER
LEGEND
G
TYP.
BM
S
W
FDC
FH
FL
FL
FIRE LANE
PROPOSED SIDEWALK
BARRIER FREE RAMP
BFR
C-2.01
SITE PLAN
PROPOSED BFR
PROPOSED BFR
PROPOSED 5'
WIDE TEXTURED &
COLORED PAVING
(RAISED 3" ABOVE
VEHICLE LANE)
5.0'
33.7'
6.0'
6.0'
7.5'
30.0'
R25.0'
R25.0'
DETAIL 'A'
SCALE 1:10
PROPOSED 8'
MASONRY
SCREEN WALL
FOR LOADING
AREA
BIKE RACK DETAIL
DECOMPOSED GRANITE
W/ BOULDERS
TEMP. CURB
TEMP. CURB
2
A501
2
A501
A
B
C
3
A501
3
A501
04
07
09
08
11
12
06
05
14
07
BRAND /
SIGN
2
A501
2
A501
A
B
C
3
A501
3
A501
08
09
07
11
10
11
11
04
05
14
07
07
1
A501
1
A501
1
2
3
4
A501
4
A501
13
11
11
11
11
11
11
09
09
09
09
09
09
09
09
09
09
09
04
07
13
12
06
05
05
14
14
07
07
06
06
BRAND /
SIGN
1
A501
1
A501
1
2
3
4
A501
4
A501
09
14
11
11
11
11
11
11
07
02
08
13
04
06
05
14
07
07
01
01
01
KEYNOTES - ELEVATIONS
01
02
PAINTED STUCCO - SW9173 SHIITAKE OR SIMILAR
PAINTED STUCCO - SW7025 BACKDROP OR SIMILAR
03
PAINTED STUCCO - SHERWIN WILLIAMS: CUSTOM BRAND COLOR
04
WALL PANEL - BRICK
05
CONCRETE MASONRY UNIT (CMU) - SPLITFACE, COLOR SW7025 OR SIMILAR
06
CONCRETE MASONRY UNIT (CMU) - SPLITFACE, COLOR SW9173 OR SIMILAR
07
AWNING
08
METAL SCREEN
09
BOLLARD
10
DOWNSPOUT (INSIDE WALL)
11
LIGHTING FIXTURE
12
METAL PANEL - BRAND AND LOGO PER OWNER
13
PAINTED STUCCO - SW-0039 MELLOW MAUVE
14
HVAC UNITS PROJECTION
15
PAINTED STUCCO - SW-9006 ROJO DUST
METAL (SIGN)
LEGEND
345.8 SF
29.3%
LEGEND - FINISHES / SURFACES
DESCRIPTION
N
S
E
W
BRICK - VENEER
CMU, SPLITFACE, SW-9173
CMU, SPLITFACE, SW-7025
PAINTED STUCCO
1,176.5 s.f.
0 SF
0%
182.0 SF
15.4%
55.9 SF
4.7%
550.3 SF
46.7%
209.2 SF
5.9%
233.3 SF
6.6%
177.1 SF
5.0%
716.8 SF
20.3%
228.6 SF
6.5%
909.8 SF
25.8%
0 SF
0%
424.4 SF
12.0%
1,140.4 SF
32.3%
996.5 SF
28.2%
1,183.4 s.f.
3,514.6 s.f.
3,525.5 s.f.
260.9 SF
22.0%
482.2 SF
40.7%
93.0 SF
7.8%
57.6 SF
4.8%
0 SF
0%
NOTES:
- OPENINGS, GLAZING AND DOORS AREAS ARE NOT INCLUDED AS PART OF FINISHES.
I
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A
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A
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R
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T
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a
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N
E
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O
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EXPIRES 6/30/2025
40833
NAVIN
PATHANGAY
0
3
/
2
7
/
2
5
Scale
Date
Drawn By
Reviewed By
Project Number
Revision
Consultant ID
727 E BETHANY HOME RD
SUITE D225, PHOENIX
ARIZONA, 85014
(P) 602-368-9375,
(F) 602-368-9380
Sheet Title
7/25/2025 3:28:20 PM
As indicated
A402
Sun Devil Auto
NP
RM
Issue Date
2025.05
-
Mesa, AZ 85208
Colored
Elevations
3/16" = 1'-0"
1
South Architectural Building Elevation
3/16" = 1'-0"
2
North Architectural Building Elevation
3/16" = 1'-0"
3
East Architectural Building Elevation
3/16" = 1'-0"
4
West Architectural Building Elevation
Tab E
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
10/06/25
ZON25-00256
NEC Southern Ave and Signal Butte
10/06/25