Submittal Documents

December 9, 2024
City of Mesa
55 N Center St.
Mesa, AZ 85201
Project Name: 202 RV Valet Storage Expansion
ZON24-00525, DRB24-00524
To Whom it may concern,
The proposed project is to expand the existing RV Storage business onto the northwest portion of the
site. This portion of the site is known as APN 218-41-280G and is zoned GC, which matches the zoning of
the associated parcels that house the existing 202 RV Valet Storage business. The expansion will include
a boat storage building, enclosed RV storage units, and covered RV storage stalls. Existing facilities on site
will be shared among the existing building and the expansion buildings.
The site is 100,233 SF (2.30 acres) and will contain approximately 27,000 SF of boat storage, 26,500 SF of
enclosed RV storage, and 8,600 SF of covered RV storage. The building coverage is 50% and the lot
coverage is 96%. The development of this corner will complete the vision of this collection of properties
as a go-to center for boat and RV storage and renovation needs.
Please contact me at (480) 580-1116 should you have questions.
Sincerely,
Dane Astle, AIA, LEED AP BD+C
Principal Architect - Owner
EDIFICE LLC
EDIFICE
922 N. Gilbert Rd, Suite 103
Mesa, AZ 85203
T 480.580.1116

Alternative Compliance Request:
The alternative compliance requests listed below relating to the site focus on developing a
forward-facing, urban approach to the building that provides close proximity to the street.
●
Per Section 11-6-3 of the MZO, the maximum lot coverage for the GC zoning district is 80%. Lot
coverage is defined in Chapter 87 of the MZO, as the area of a lot that is covered with impervious
surfaces, such as buildings, patios or decks with roofs, carports, parking lots or any other type of
structure.
●
Per Section 11-30-9(H) of the MZO, parking areas and drive aisles shall be screened from street(s)
with masonry wall, berm or combination of walls/berms and densely planted landscaping or "vertical
wire trellis panels". No more than 40 percent of the screening shall be accomplished with dense
landscaping.
○
Screen walls shall vary in height from 32 to 40 inches and shall be offset or staggered by at least
24 inches at intervals of no more than 50 feet.
○
Screen walls shall be composed of brick, stone, stucco, or other quality durable material that
complements the theme of the project and shall include a decorative cap or top finish as well as
edge detail at wall ends.
●
Per Section 11-32-4(A) of the MZO, parking spaces along main drive aisles connecting directly to a
street and drive aisles that cross such main drive aisles shall be setback at least 50 feet from the
property line abutting the street.
EDIFICE
922 N. Gilbert Rd, Suite 103
Mesa, AZ 85203
T 480.580.1116

Development Standard:
Proposed:
Comments:
Lot Coverage: 80%
94%
The Phase 3 site comes in at 96% lot coverage (96,316
SF / 100,233 SF) but when combined with Phase 1 and
Phase 2, it comes in at a lower 90% lot coverage
(608,794 SF / 674,840 SF). With the nature of the
business being operated here, there needs to be plenty
of paved vehicular movement area for the driving and
maneuvering of RVs and boat trailers. Where possible,
open space has been provided and has been focused
more toward the public side of the projects to offer
landscaped areas for passersby.
Drive Aisle Screening:
Masonry, Berms,
Landscaping
8’ tall CMU wall
In order to maintain the existing mature landscaping,
the disruption of the site wall along the street frontage
is being minimized while still navigating around the
existing ADOT culvert.
Drive Aisle Screening:
vary in height from 32” -
40” and offset by at
least 24” at intervals of
no more than 50’
8’ tall, minimal
offsets
Drive Aisle Screening:
composed of quality
durable materials and
include top finish and
edge detail
8’ Tall CMU
Fence with 6’ tall
CMU and 2’ Tall
Wrought Iron
Fence Topper in
select locations
Main Drive Aisle
Setback: Minimum 50’
from Property Line
15’
The north drive aisle is a secondary aisle and is not
intended for regular cross-traffic usage. The intent is
that most traffic will enter through the gate access to
Phase 1 and then access Phase 3 from the northwest
corner of Phase 1 (southwest corner of Phase 3). The
other Phase 3 gates being proposed will be used
EDIFICE
922 N. Gilbert Rd, Suite 103
Mesa, AZ 85203
T 480.580.1116

primarily for exiting.
Deviation Request:
The deviation requests listed below relating to the building materials focus on developing a
forward-facing, urban approach to the building that provides detailing to the street-facing sides of the
buildings. Given the limited number of visitors to the back of the site, a more conservative design was
provided on the east, south and west elevations. This allowed for more striking design moves on the
north facade. The proposed design uses a variety of materials that give this building a nice aesthetic from
East Main Street. The vertical articulation of parapet heights and material changes enhances the design.
●
Vary building height, providing at least two (2) changes in height or roof forms that are varied over
different portions of the building through changes in pitch, plane and orientation. Flat roofs or
facades with a horizontal eave, fascia or parapet in excess of 100 feet in length must provide vertical
modulation. The minimum vertical modulation is 2 feet or 1/10 multiplied by the wall height, not to
exceed 1/3 of the height of the supporting wall. Please ensure that the proposed elevations meet
this requirement.
●
Per Section 11-6-3(B)(5) of the MZO, buildings and structures shall be constructed of durable,
high-quality materials appropriate for the climate, such as brick, stone, integrally tinted and textured
masonry block, precast concrete, wood, architectural metals, natural and synthetic stone, stucco and
synthetic stucco, and glazing.
○
To reduce the apparent massing and scale of buildings, facades shall incorporate at least three
(3) different and distinct materials.
○
No more than fifty percent (50%) of the total façade may be covered with one (1) single material.
EDIFICE
922 N. Gilbert Rd, Suite 103
Mesa, AZ 85203
T 480.580.1116

Development Standard:
Proposed:
Comments:
Varied Building Height
(Building A and Building
B): at least two (2)
changes in height at not
less than 2’-0”
Zero (0) changes
in height
The North Elevation of Building A varies in parapet by
2’-0” four times across the overall a 238’-10” span. The
portion of Building A set back 50’ from the front / north
elevation does not have any changes in parapet height
as to maintain consistency with the Phase 2 Building to
the east of this site. Additionally, Building B against the
west property line does not have any parapet height
changes as to maintain consistency with the Phase 1
building that it abuts to the south.
Different and Distinct
Materials (Building B,
West Elevation): at least
three (3) materials
at least two (2)
materials
Most of the building elevations incorporate at least
three
different
and
distinct
materials.
The
West
Elevation of Building B contains only two materials.
Although below the Design Standard, it elevates the
material quantity shown on the buildings on the Phase 1
site.
Facade Material
Quantity (Building A,
West Elevation): <50%
57% (MTL)
The two buildings contain some of the following
materials:
●
CMU1 - gray CMU with black tooled
grout joints
●
CMU2 - black CMU with black tooled
grout joints
●
MTL - pre-engineered metal building
Facade Material
Quantity (Building A,
South Elevation): <50%
73% (MTL)
Facade Material
Quantity (Building A,
57% (MTL)
EDIFICE
922 N. Gilbert Rd, Suite 103
Mesa, AZ 85203
T 480.580.1116

cladding
●
CHN - channel cladding
●
DOORS - metal roll-up and man doors
The quantity of the materials are focused on the North
Elevation of Building A as this is the public-facing side of
the project. The other elevations, while still containing
multiple materials, have one material in excess of the
Design Standard. This is similar to the material variance
of the building on the Phase 2 site.
East Elevation): <50%
Facade Material
Quantity (Building B,
East Elevation): <50%
54% (DOORS)
Facade Material
Quantity (Building B,
North Elevation): <50%
84% (CMU1)
Facade Material
Quantity (Building B,
West Elevation): <50%
97% (CMU1)
CUP Compliance Conformance:
The project site is zoned General Commercial with a Planned Area Development overlay (GC-PAD). Per
Section 11-6-2 of the MZO, a boat and RV storage facility is permitted in the GC district through the
approval of a Council Use Permit (CUP).
A CUP is a discretionary permit issued by the City Council after review and recommendation by the
Planning and Zoning Board. A CUP shall only be granted if the approving body determines that the
proposed project conforms to all of the following criteria:
1.
Approval of the proposed project will advance the goals and objectives of and is consistent with
the policies of the General Plan and any other applicable City plan and/or policies.
Response:
This is the final phase of a three phase project to create a campus for RV and
boat storage, renovation, and repair. This project use is consistent with the
surrounding uses and conforms with the General Plan and the City Plan and
Codes.
2.
The location, size, design, and operating characteristics of the proposed project are consistent
with the purposes of the district where it is located and conform with the General Plan and with
any other applicable City plan or policies.
EDIFICE
922 N. Gilbert Rd, Suite 103
Mesa, AZ 85203
T 480.580.1116

Response:
As this project completes this campus concept for the adjoining sites, it will work
in conjunction with the portions of the site already in operation.
3.
The proposed project will not be injurious or detrimental to the adjacent or surrounding
properties in the area of the proposed project or improvements in the neighborhood or to the
general welfare of the City.
Response:
This project will fall into place with its surrounding of vehicular and storage
business in the area. It will not bring any new traffic to the area that isn’t already
in place.
4.
Adequate public services, public facilities and public infrastructure are available to serve the
project.
Response:
This project is not adding any additional load to the existing infrastructure
already in place. The facilities already on site in the Phase 2 portion of the
campus will be serving this phase of the project.
EDIFICE
922 N. Gilbert Rd, Suite 103
Mesa, AZ 85203
T 480.580.1116

PLANT LIST
SYMBOL
BOTANICAL NAME
COMMON NAME
SIZE
QTY.
TREES:
SHRUBS:
5 GALLON
LEUCOPHYLLUM FRUTESCENS 'GREEN CLOUD'
GREEN CLOUD SAGE
PROSOPIS THORNLESS HYBRID 'AZT'
AZT THORNLESS MESQUITE
5 GALLON
RUELLIA PENINSULARIS
BAJA RUELLIA
36" BOX
DECOMPOSED GRANITE:
5 GALLON
AMBROSIA DELTOIDEA
TRIANGLE-LEAF BURSAGE
CERCIDIUM HYBRID 'AZT'
THORNLESS PALO VERDE
24" BOX
5 GALLON
JUSTICIA CALIFORNICA
CHUPAROSA
5 GALLON
OPUNTIA ENGELMANNII
ENGELMANN'S PRICKLY PEAR
5 GALLON
OPUNTIA FICUS-INDICA
INDIAN FIG PRICKLY PEAR
"DATE CREEK GOLD"
3/4" SCREENED
REMARKS
8'-10'HX5'-7'WX1.75"-2.25"CAL.
ALL LANDSCAPE AREAS TO RECEIVE A
2" LAYER OF DECOMPOSED GRANITE
UNLESS OTHERWISE NOTED ON PLAN
AS NOTED
12
9
5'-7'HX6'-7'WX1.25"-1.5"CAL.
30
40
80
34
16
12
3 PAD MIN.
3 PAD MIN.
ACCENTS / CACTUS:
"DATE CREEK GOLD"
1/4" MINUS
AREAS TO RECEIVE A 2" LAYER OF
DECOMPOSED GRANITE  FOR DUST
CONTOL WHERE SHOWN ON SHEET L3
24" BOX
ACACIA SALICINA
WILLOW ACACIA
7'-8'HX2.5'-3.5'WX1.25"-1.5"CAL.
10
5 GALLON
CAESALPINIA PULCHERRIMA
RED BIRD OF PARADISE
39
5 GALLON
ENCELIA FARINOSA
BRITTLE BUSH
41
5 GALLON
LARREA TRIDENTATA
CREOSOTE
26
24" BOX
5'-8'HX3'-4'WX1"-1.5"CAL.
11
DUST CONTROL
OVERALL SITE
1"=100'-0" NORTH
0
100'
50'
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
in Maricopa County: (602) 263-1100
Call at least two full working days
before you begin excavation.
200'
L1
LANDSCAPE
COVER SHEET
ALL LANDSCAPE AREAS, RETENTION AREAS, AND 24' TEMPORARY DRIVE SHALL
BE TOP DRESSED WITH A 2" MINIMUM LAYER OF 1/4" MINUS 'DATE CREEK GOLD'
DECOMPOSED GRANITE FOR DUST CONTROL.
VICINITY MAP
1"=80'-0" NORTH
GERMAINE
RV/MARINE
PARCEL: 218-41-005
ZONING: R-5
PARCEL: 218-41-002
ZONING: R-5
PARCEL: 218-42-006A
ZONING: C-3
PARCEL: 218-41-002
ZONING: C-3
PARCEL: 218-41-003A
ZONING: R-5
PARCEL: 218-42-006F
ZONING: R-5
PARCEL: 218-42-006E
ZONING: R-5
PARCEL: 218-42-006B
ZONING: R-5
PARCEL: 218-42-006C
ZONING: R-5
PARCEL: 218-42-006D
ZONING: R-5
PARCEL: 218-42-007
ZONING: R1-6
PARCEL: 218-42-009
ZONING: R-3
PARCEL: 218-42-010
ZONING: R-3
PARCEL: 218-42-011
ZONING: R1-6
PARCEL: 218-42-012A
ZONING: R1-6
PARCEL: 218-42-012B
ZONING: R1-6
PARCEL: 218-42-013A
ZONING: R1-6
E. APACHE TRAIL
E. APACHE TRAIL
FUTURE BUILDING
PHASE 2
ADOT ROW
ENTRANCE
202 FREEWAY
202 FREEWAY
CANAL
EXIT
EXIT
TRASH ENCLOSURE
8' CMU
FENCE
8' CMU
FENCE
8' CMU FENCE
COVERED
STORAGE
ENCLOSED STORAGE
MOTORIZED
ROLLING GATE
ENCLOSED BOAT STORAGE
24' TEMPORARY DRIVE
CURB
EXISTING
FREEWAY
WALL
PHASE II
PHASE I
PHASE II
PHASE I
SEPTIC
SYSTEM
CONCRETE
STAGING
AREA
UNCOVERED
ASPHALT PAVING
RETENTION
EXISTING
FREEWAY
WALL
RETENTION
LANDSCAPE PLAN SHEET L2
E. APACHE TR.
E. BROADWAY RD.
S. GLENMOR RD.
S. ELLSWORTH RD.
202
THIS SITE
COVERED
STORAGE
COVERED
STORAGE
COVERED
STORAGE
COVERED STORAGE
ENCLOSED
STORAGE
ENCLOSED
STORAGE
MOTORIZED
ROLLING GATE
1
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
UNLESS OTHERWISE NOTED ON PLANS, DECOMPOSED GRANITE SHALL EXTEND
UNDER SHRUBS / GROUND COVER AND RAKED UNIFORMLY ALONG WALLS,
SIDEWALKS, AND CURBS.
SEE 
ENGINEERING 
DRAWINGS 
FOR 
DRAINAGE 
FLOWS. 
THE 
LANDSCAPE
CONTRACTOR SHALL BE RESPONSIBLE THAT THESE ARE PROVIDED AND NOT
IMPAIRED BY OBSTRUCTIONS.
FINISH GRADE OF ALL DECOMPOSED GRANITE AREAS, (TOP OF FINISHED MATERIAL),
SHALL BE 3/4" BELOW ADJACENT PAVING / CURB.
THE LANDSCAPE CONTRACTOR SHALL WATER TEST ALL PLANTING HOLES PRIOR TO
PLANTING. IF HOLES DO NOT DRAIN PROPERLY, EXCAVATE FURTHER UNTIL
IMPERMEABLE LAYER IS BREACHED.
STAKE ALL TREES OUTSIDE ROOTBALL.
THE LANDSCAPE CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE
PRIOR TO EACH APPLICATION OF PRE-EMERGENT FOR VERIFICATION.
REMOVE ALL WASTE MATERIAL AND LEGALLY DISPOSE OF OFF-SITE.
THE OWNER'S REPRESENTATIVE SHALL BE GIVEN 4 DAYS NOTICE PRIOR TO THE
FOLLOWING:
BACKFILL ALL PLANT PITS WITH A MIXTURE OF 2 PARTS NATIVE SOIL AND 1 PART
NITROGENIZED WOOD MULCH.
13.
22.
21.
20.
19.
17.
16.
15.
14.
THE LANDSCAPE CONTRACTOR SHALL FURNISH AND PROVIDE ALL MATERIALS,
EQUIPMENT, LABOR, AND INCIDENTALS NECESSARY TO INSTALL ALL LANDSCAPE
MATERIALS AS INDICATED ON PLAN OR AS SPECIFIED.
ANY AND ALL SUBSTITUTIONS AND/OR FIELD CHANGES SHALL BE APPROVED BY THE
OWNER'S REPRESENTATIVE.
ALL PLANTS SHALL BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO
THOSE OF THE PROJECT. ALL PLANTS SHALL MEET A.N.A. SIZE SPECIFICATIONS.
THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANTS AND
MATERIALS SHOWN ON PLAN. THE QUANTITIES LISTED ON THE PLANT MATERIAL LIST
ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY.
THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO REFUSE ANY MATERIAL
HE DEEMS UNACCEPTABLE.
SUBMIT 
WRITTEN 
GUARANTEES, 
'AS-BUILTS' 
DRAWINGS 
AND 
COMPLETE
MAINTENANCE INSTRUCTIONS ON THE CARE AND FEEDING OF THE PLANTS TO THE
OWNER'S REPRESENTATIVE.
SUBMIT DECOMPOSED GRANITE SAMPLES TO THE OWNER'S REPRESENTATIVE FOR
APPROVAL PRIOR TO INSTALLATION.
THE LANDSCAPE CONTRACTOR SHALL REVIEW THIS WORK WITH THE OWNER'S
REPRESENTATIVE PRIOR TO STARTING ANY WORK.
THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS PRIOR TO
START OF ANY WORK AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF
THE OWNER'S REPRESENTATIVE FOR CLARIFICATION. DO NOT START ANY WORK
UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED.
THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE FOR A PERIOD OF
90 CALENDAR DAYS FROM DATE OF APPROVED SUBSTANTIAL COMPLETION OF THE
PROJECT BY OWNER'S REPRESENTATIVE..
GUARANTEE ALL PLANTS TO BE ALIVE AND IN HEALTHY, VIGOROUS CONDITION FOR
A PERIOD OF 1 YEAR AFTER FINAL ACCEPTANCE OF THE PROJECT BY THE OWNER'S
REPRESENTATIVE.
ALL WEEDS AND UNWANTED GRASSES SHALL BE TREATED WITH A NON-TOXIC
HERBICIDE PER MANUFACTURER'S INSTRUCTIONS AND REMOVED. RE-APPLY AS
NECESSARY. REMOVE ALL DEBRIS FROM SITE. HERBICIDE SHALL NOT CONTAIN
GLYPHOSATE
18.
ADD 'AGRIFORM' FERTILIZER TABLETS (20-10-5), AT THE FOLLOWING RATES:
BOXED PLANTS
15 GALLON PLANTS
5 GALLON PLANTS
1 GALLON PLANTS
- 6 TABLETS
 - 4 TABLETS
- 4 TABLETS
- 1 TABLETS
- UPON INSTALLATION OF THE IRRIGATION SYSTEM, PRIOR TO
  BACKFILLING TRENCHES
- AFTER SPOTTING LOCATIONS, BUT PRIOR TO INSTALLING
  PLANT MATERIAL
- UPON COMPLETION OF ALL WORK
PLANTING NOTES
LANDSCAPE CALCULATIONS
REQUIRED
PROVIDED
R.O.W.
TREES: 1 PER 25 L.F. OF STREET FRONTAGE
SHRUBS: 6 PER 25 L.F. OF STREET FRONTAGE
PERIMETER LANDSCAPE
TREES: 3 PER 100 L.F. OF PERIMETER
SHRUBS: 20 PER 100 L.F. OF PERIMETER
PARKING LOT ISLAND
TREES: 1 PER PARKING ISLAND
SHRUBS: 3 PER PARKING ISLAND
7
21
FOUNDATION PLANTING
TREES: 1 PER 50 L.F. OF BUILDING
N/A
9
PLANT SIZES
TREES 36" BOX (25% STREET FRONTAGE TREES)
9
9
TREES 24" BOX OR LARGER (50% REQUIRED TREES)
20
SHRUBS 50% (5 GALLON)
110
48
42
318
SHRUBS PROVIDED FOR BUILDING FOUNDATION PLANTING
N/A
N/A
33
198
33
218
1.
REQUIRED TREES SHALL BE MINIMUM SIZE AS SPECIFIED IN THE ARIZONA NURSERY
ASSOCIATION "RECOMMENDED TREE SPECIFICATIONS" LATEST EDITION. 11-33-2(B)2
CITY OF MESA NOTES
2.
ALL LANDSCAPE MATERIAL INSTALLED SHALL BE MAINTAINED BY OWNER / OR
LESSEE IN ACCORDANCE WITH THE APPROVED LANDSCAPE PLAN. 11-33-2(I) 2&3
3.
LANDSCAPE SHALL BE MAINTAINED USING A "NATURAL" MAINTENANCE PROGRAM
AND SHALL BE MAINTAINED IN ACCORDANCE WITH THE BEST MANAGEMENT
PRACTICE OF THE LANDSCAPING INDUSTRY. 11-33-2(I)4
4.
ALL TREES AND SHRUBS LOCATED IN THE LINE -OF-SIGHT WILL BE MAINTAINED FOR
A CLEAR AREA BETWEEN 3' TO 7'.
5.
REQUIRED LANDSCAPE AREAS SHALL BE FREE FROM ENCROACHMENT BY ANY USE,
STRUCTURE, VEHICLE OR FEATURE NOT A PART OF THE LANDSCAPING DESIGN.
11-33-3(A)
6.
BACKFLOW PREVENTER 2" OR LARGER SHALL BE SCREENED WITH LANDSCAPE
MATERIAL LOCATED WITHIN A 6' RADIUS OF THE BACKFLOW PREVENTER. ALL
BACKFLOW PREVENTER LESS THAN 2" SHALL BE PLACED IN A WIRE MESH BASKET
AND PAINTED GREEN.
KEVIN BRIAN
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12.10.18
OF 6
- PLOT DATE
5/4/2018 9:17:43 AM
PHASE 1 - BOAT & RV STORAGE
OWNER
RV Renovators
2145 E Main St
Mesa, AZ 85213
T.480.962-6789
Contact: Monty Germaine
PROJECT TEAM
EDIFICE
Architect
T.480.580.1116
Contact: Dane Astle
ALLEN CONSULTING
Civil Engineer
T: 480.892-8090
Contact: Joe Burke, PE
BDA DESIGN
Structural Engineer
T: 480.398.7729
Contact: Greg Brickey
PIONEER DESIGN
Mechanical Engineer
T: 509.833.0367
Contact: Nathan Pies
MOORE-SWICK PARTNERSHIP
Landscape Architect
T: 480.894.9284
Contact: Kevin Moore
SPECTRUM ENGINEERS
Electrical Engineer
T: 480.621.3444
Contact: Aaron Ricks
RV RENOVATORS
8847 E. Main Street, Mesa, AZ
MONTY GERMAINE
#
DESCRIPTION DATE
2023 E. UNIVERSITY DR
TEMPE, AZ 85281
T  480.580.1116
PERMIT SET
4TH SUBMITTAL
12/10/18
IRRIGATION PLAN SHEET L4
LANDSCAPE PLAN SHEET L3
IRRIGATION PLAN SHEET L5
UNCOVERED STORAGE
ASPHALT PAVING
ASPHALT PAVING
ASPHALT PAVING
ASPHALT
PAVING
N/A
N/A
N/A
N/A
20' PUFE
20' PUFE
20' PUFE
20' PUFE
STORAGE
PARCEL 2
EXISTING CONDITION
TO REMAIN
PARCEL 1
PARCEL 3
PARCEL 3
TEMPORARY 5' ENTRY DRIVE LANDSCAPE
SHRUBS: 1 PER 15 L.F. OF DRIVE
45
52
PMT18-07818

PLANT KEY
SYMBOL
BOTANICAL NAME
COMMON NAME
ON SHEET L1
"DATE CREEK GOLD" 1/4" MINUS FOR DUST
CONTROL, WHERE SHOWN ON SHEET L3
TREES:
SHRUBS:
LEUCOPHYLLUM FRUTESCENS 'GREEN CLOUD'
GREEN CLOUD SAGE
PROSOPIS THORNLESS HYBRID 'AZT'
AZT THORNLESS MESQUITE
RUELLIA PENINSULARIS
BAJA RUELLIA
DECOMPOSED GRANITE:
AMBROSIA DELTOIDEA
TRIANGLE-LEAF BURSAGE
CERCIDIUM HYBRID 'AZT'
THORNLESS PALO VERDE
JUSTICIA CALIFORNICA
CHUPAROSA
OPUNTIA ENGELMANNII
ENGELMANN'S PRICKLY PEAR
OPUNTIA FICUS-INDICA
INDIAN FIG PRICKLY PEAR
"DATE CREEK GOLD"
AS NOTED
ACCENTS / CACTUS:
ACACIA SALICINA
WILLOW ACACIA
CAESALPINIA PULCHERRIMA
RED BIRD OF PARADISE
ENCELIA FARINOSA
BRITTLE BUSH
LARREA TRIDENTATA
CREOSOTE
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
in Maricopa County: (602) 263-1100
Call at least two full working days
before you begin excavation.
L2
LANDSCAPE  PLAN
LANDSCAPE PLAN
1"=20'-0" NORTH
0
20'
10'
40'
2
CURB / GUTTER
KEVIN BRIAN
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E
P
C
R
12.10.18
OF 6
- PLOT DATE
5/4/2018 9:17:43 AM
PHASE 1 - BOAT & RV STORAGE
OWNER
RV Renovators
2145 E Main St
Mesa, AZ 85213
T.480.962-6789
Contact: Monty Germaine
PROJECT TEAM
EDIFICE
Architect
T.480.580.1116
Contact: Dane Astle
ALLEN CONSULTING
Civil Engineer
T: 480.892-8090
Contact: Joe Burke, PE
BDA DESIGN
Structural Engineer
T: 480.398.7729
Contact: Greg Brickey
PIONEER DESIGN
Mechanical Engineer
T: 509.833.0367
Contact: Nathan Pies
MOORE-SWICK PARTNERSHIP
Landscape Architect
T: 480.894.9284
Contact: Kevin Moore
SPECTRUM ENGINEERS
Electrical Engineer
T: 480.621.3444
Contact: Aaron Ricks
RV RENOVATORS
8847 E. Main Street, Mesa, AZ
MONTY GERMAINE
#
DESCRIPTION DATE
2023 E. UNIVERSITY DR
TEMPE, AZ 85281
T  480.580.1116
PERMIT SET
4TH SUBMITTAL
12/10/18
KEY MAP
N.T.S. NORTH
THIS SHEET
CURB / GUTTER
MATCHLINE - SEE RIGHT BELOW
E. APACHE TRAIL
E. APACHE TRAIL
NEW ASPHALT
DRIVEWAY
EXISTING FREEWAY
WALL
8' CMU FENCE
ASPHALT PAVING
SEE SHEET L3 FOR DUST CONTROL ON PROJECT
NEW ASPHALT
DRIVEWAY
RETENTION
LANDSCAPE PLAN
1"=20'-0" NORTH
0
20'
10'
40'
PHASE 2
NOTE
PHASE 2
SCREEN WALL
CURB
SITE DISTANCE
TRIANGLE
FUTURE SIDEWALK
FUTURE
SIDEWALK
SITE DISTANCE
TRIANGLE
SITE DISTANCE
TRIANGLE
POWER POLE
POWER POLE
POWER POLE
POWER POLE
POWER POLE
EXISTING STORM
DRAIN MANHOLES
OVERHEAD POWER
LINE
FIRE HYDRANT - PROVIDE 3'
CLEARANCE AROUND
36" BOX
36" BOX
36" BOX
36" BOX
36" BOX
36" BOX
36" BOX
36" BOX
SCREEN BACKFLOW
PREVENTER WITH SHRUBS
R.O.W. LINE
R.O.W. LINE
PHASE II
PHASE I
PHASE II
PHASE I
SITE DISTANCE
TRIANGLE
36" BOX
5' TEMPORARY
LANDSCAPE
MATCHLINE - SEE LEFT ABOVE
FIRE HYDRANT
- PROVIDE 3'
CLEARANCE
AROUND
TRASH
ENCLOSURE
 - PHASE 1
2' CONCRETE
RIBBON CURB
ASPHALT PAVING
CONCRETE PAVING
SES
20' PUFE
5' TEMPORARY
LANDSCAPE
2' CONCRETE
RIBBON CURB
FUTURE SIDEWALK
PMT18-07818
THIS EXISTING MATURE LANDSCAPE SCOPE, AS INSTALLED DURING PHASE 1, IS TO REMAIN IN PLACE
THIS EXISTING MATURE
LANDSCAPE SCOPE, AS
INSTALLED DURING
PHASE 1, IS TO REMAIN
IN PLACE

Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
in Maricopa County: (602) 263-1100
Call at least two full working days
before you begin excavation.
L4
IRRIGATION  PLAN
4
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P
C
R
12.10.18
OF 6
- PLOT DATE
5/4/2018 9:17:43 AM
PHASE 1 - BOAT & RV STORAGE
OWNER
RV Renovators
2145 E Main St
Mesa, AZ 85213
T.480.962-6789
Contact: Monty Germaine
PROJECT TEAM
EDIFICE
Architect
T.480.580.1116
Contact: Dane Astle
ALLEN CONSULTING
Civil Engineer
T: 480.892-8090
Contact: Joe Burke, PE
BDA DESIGN
Structural Engineer
T: 480.398.7729
Contact: Greg Brickey
PIONEER DESIGN
Mechanical Engineer
T: 509.833.0367
Contact: Nathan Pies
MOORE-SWICK PARTNERSHIP
Landscape Architect
T: 480.894.9284
Contact: Kevin Moore
SPECTRUM ENGINEERS
Electrical Engineer
T: 480.621.3444
Contact: Aaron Ricks
RV RENOVATORS
8847 E. Main Street, Mesa, AZ
MONTY GERMAINE
#
DESCRIPTION DATE
2023 E. UNIVERSITY DR
TEMPE, AZ 85281
T  480.580.1116
PERMIT SET
4TH SUBMITTAL
12/10/18
IRRIGATION PLAN
1"=20'-0" NORTH
0
20'
10'
40'
CURB / GUTTER
MATCHLINE - SEE RIGHT BELOW
E. APACHE TRAIL
4
2
1 MULTI-PORT
3
2
24" BOX
15 GALLON
1 MULTI-PORT
5 GALLON
1 SINGLE-PORT
1
1
1 GALLON
1 SINGLE-PORT
1
1
8
6
1
1
1" WATER METER - SEE CIVIL ENGINEER'S
PLANS
ICV-100 1"
HUNTER ELECTRIC VALVE, 1" Y-FILTER, AND
3/4" SENNINGER PRESSURE REGULATOR
T113
BRONZE GATE VALVE (SAME SIZE AS
MAINLINE)
SCHEDULE 40
SCHEDULE 40
PVC SLEEVE, 2X PIPE DIAMETER
PVC MAINLINE, 1 1/4"
SCHEDULE 40
PVC WIRE SLEEVE, 1 1/2" DIAMETER
IRRIGATION LEGEND
SYMBOL
MODEL NO.
DESCRIPTION
PLANT SIZE
EMITTER SCHEDULE
EMITTER TYPE
GPH /
OUTLET
OUTLETS
/ PLANT
TOTAL GPH
PER PLANT
825Y-1"
FEBCO REDUCED PRESSURE BACKFLOW
PREVENTER INSTALLED  IN BACKFLOW
PREVENTER ENCLOSURE
USE #12 UF, DIRECT BURIAL WIRE FOR ALL 24-VOLT WIRING
INSTALL #12 TRACER WIRE ABOVE ALL MAIN LINE PIPING.
CLASS 200
CLASS 200
PVC PIPE TO SHRUB EMITTERS, 3/4"
PVC PIPE TO TREE EMITTERS, 3/4"
FLUSHING
END CAP
1.
4.
USE BOWSMITH 1/2" THREADED EMITTERS PER SCHEDULE.
INSTALL IN SEPARATE 10" PLASTIC VALVE BOX
INSTALL VALVES IN PLASTIC VALVE BOXES WITH LOCKING LIDS, BY
CARSON INDUSTRIES INC. OR APPROVED EQUAL BY OWNER'S
REPRESENTATIVE - ONE VALVE PER VALVE BOX.  INSTALL TAN COLOR
VALVE BOXES IN DECOMPOSED GRANITE AREAS.
NOTES:
2.
3.
HUNTER 12 STATION CONTROLLER. INSTALL
CONTROLLER IN STAINLESS STEEL
ENCLOSURE
IC-600
PRECAST CONCRETE DRIVEABLE HANDHOLE
FOR IRRIGATION CONNECTION
IRRIGATION PLAN
1"=20'-0" NORTH
0
20'
10'
40'
E. APACHE TRAIL
NEW ASPHALT
DRIVEWAY
EXISTING FREEWAY
WALL
8' CMU
FENCE
SEE SHEET L5 FOR BACKFLOW PREVENTER,
CONTROLLER AND OVERALL MAINLINE LOCATION.
RETENTION
PHASE 2
NOTE
PHASE 2
SCREEN WALL
CURB
WIRE SLEEVE
FIRE HYDRANT
WIRE SLEEVE
1" WATER METER - SEE
CIVIL ENGINEER'S PLANS
R.O.W. LINE
R.O.W. LINE
6
2
1 MULTI-PORT
36" BOX
12
KEY MAP
N.T.S. NORTH
THIS SHEET
PHASE II
PHASE I
PHASE II
PHASE I
MATCHLINE - SEE LEFT ABOVE
5' TEMPORARY
LANDSCAPE
FIRE
HYDRANT
TRASH ENCLOSURE - PHASE 1
2' CONCRETE
RIBBON CURB
ASPHALT PAVING
CONCRETE PAVING
SES
20' PUFE
5' TEMPORARY
LANDSCAPE
COORDINATE POWER SOURCE
AND EXACT LOCATION OF
IRRIGATION CONTROLLER WITH
GENERAL CONTRACTOR
2' CONCRETE
RIBBON CURB
5' TEMPORARY
LANDSCAPE
PMT18-07818
THIS EXISTING IRRIGATION SCOPE, AS INSTALLED DURING PHASE 1, IS TO REMAIN IN PLACE
THIS EXISTING
IRRIGATION SCOPE, AS
INSTALLED DURING
PHASE 1, IS TO REMAIN
IN PLACE

PB
PB
PB
PB
ZONING:    GC-PAD (LOTS 1-3)
PHASE III  (LOT 1:
PHASE I (LOT 3):
PHASE II  (LOT 2)
TOTAL LOT AREA:
218-41-280H (123,536 SF / 2.84 ACRES)
218-41-280G (100,233 SF / 2.30 ACRES)
218-41-280J (452,849 SF / 10.39 ACRES)
676,618 SF / 15.53 ACRES
PRELIMINARY GRADING & DRAINAGE PLAN
FOR
RV RENOVATORS - PHASE III
A PORTION OF THE SECTION 21, TOWNSHIP 1 NORTH, RANGE 7 EAST,
 OF THE GILA AND SALT RIVER BASE AND MERIDIAN, PINAL COUNTY, ARIZONA
VICINITY MAP
N.T.S.
SITE DATA:
SITE MAP
MAIN STREET
PHASE I
PHASE II
PHASE III
EX RB1
HW:1506.00
BOT:1503.00
Vp: 32,232 CF
EX RB2
HW:1506.00
BOT:1505.00
Vr: 35,000 CF
Vp: 2,763 CF
EX BASIN 'C'
HW:1495.00
BOT:1492.00
EX Vp: 84,156 CF
8847 E. MAIN ST.
8839 E. MAIN ST.
8855 E. MAIN ST.
PROP BASIN 'C'
HW:1495.00
BOT:1492.00
Vp: 104,516 CF

PB
PB
PB
PB
BUILDING A
APPROX. 27,000 SF
APPROX. 12,000 SF
CANOPY A
APPROX. 3,200 SF
BUILDING B
APPROX. 14,000 SF
CANOPY B
APPROX. 3,700 SF
PRELIMINARY GRADING PLAN
MAIN STREET
PHASE II
PROP BUILDING 'A'
 FFE:1510.0
  NEW CANOPY
EX RB1
HW:1506.00
BOT:1503.00
Vp: 32,232 CF
EX RB2
HW:1506.00
BOT:1505.00
Vp: 2,763 CF
PROP BLDG 'B'
FFE:1509.50
NOTE:   EXISTING SDMH TO REMAIN. REMOVE EXISTING CATCH BASIN AND
             EXISTING STORM DRAIN PIPE.  PLUG AT MANHOLE.
EX 48" HDPE SD PIPE
EX 48" HDPE SD PIPE
EX 48" HDPE SD PIPE
TW: 13.00
IE: 05.94 (48")
IE: 06.50 (EX CULV)

PB
PB
PB
PB
BUILDING A
APPROX. 27,000 SF
APPROX. 12,000 SF
CANOPY A
APPROX. 3,200 SF
BUILDING B
APPROX. 14,000 SF
CANOPY B
APPROX. 3,700 SF
PRELIMINARY UTILITY PLAN
MAIN STREET
PROP BUILDING 'A'
 FFE:1510.30
PROP BLDG 'B'
FFE:1510.30
8" DIP FL
8" DIP FL
6" DIP FL
6" DIP WL
6" DIP HL

FINISH FLOOR
0"
T.O. PARAPET.
27'-0"
6'-0"
17'-0"
4'-0"
27'-0"
MTL
3'-6"
27'-4"
52'-7"
80'-0"
52'-7"
27'-4"
3'-6"
MTL
CMU1
MTL
CMU1
MTL
CMU1
CHN
CHN
MTL
CMU1
CHN
DOORS
TOTAL
2,517 SF
2,130 SF
200 SF
1,813 SF
6,660 SF
38%
32%
3%
27%
100%
MTL
2'-0"
2'-0"
OVERHEAD SECTIONAL 
DOOR PAINTED WHITE, TYP
FINISH FLOOR
0"
T.O. PARAPET.
27'-0"
4'-0"
17'-0"
6'-0"
CMU1
CMU1
CMU1
CMU1
MTL
MTL
WIF
MTL
CMU1
CHN
DOORS
TOTAL
2,286 SF
1,074 SF
100 SF
612 SF
4,072 SF
57%
26%
2%
15%
100%
27'-0"
109'-4"
50'-6"
CHN
CMU1
2'-0"
OVERHEAD SECTIONAL 
DOOR PAINTED WHITE, TYP
CMU1
WIF
FINISH FLOOR
0"
T.O. PARAPET.
27'-0"
21'-0"
6'-0"
CMU1
MTL
CMU1
MTL
CMU1
DOORS
TOTAL
4,831 SF
1,168 SF
661 SF
6,660 SF
73%
17%
10%
100%
27'-0"
246'-8"
CMU1
CMU1
FINISH FLOOR
0"
T.O. PARAPET.
27'-0"
27'-0"
21'-0"
6'-0"
50'-6"
109'-4"
CMU1
CMU1
CMU1
MTL
MTL
CHN
CMU1
MTL
CMU1
CHN
DOORS
TOTAL
2,286 SF
1,074 SF
100 SF
612 SF
4,072 SF
57%
26%
2%
15%
100%
OVERHEAD SECTIONAL 
DOOR PAINTED WHITE, TYP
FINISH FLOOR
0"
T.O. WALL
20'-0"
20'-0"
CMU1
MTL
MTL
CMU1
MTL
DOORS
TOTAL
366 SF
2,296 SF
3,132 SF
5,794 SF
6%
40%
54%
100%
277'-4"
OVERHEAD COILING DOOR 
PAINTED WHITE, TYP
4'-7"
7'-5"
8'-0"
FINISH FLOOR
0"
T.O. WALL
20'-0"
6'-0"
1'-4"
12'-8"
20'-0"
CMU1
CMU2
CMU1
CMU2
CHN
TOTAL
810 SF
50 SF
100 SF
960 SF
84%
6%
10%
100%
48'-0"
CHN
CMU1
FINISH FLOOR
0"
T.O. WALL
20'-0"
CMU1
11'-4"
1'-4"
1'-4"
6'-0"
TYPICAL
20'-0" CONTROL JOINTS
CMU2
CMU2
DASHED LINE INDICATES EXISTING 
BUILDING ON ADJACENT SITE
CMU1
CMU2
TOTAL
5,622 SF
172 SF
5,794 SF
97%
3%
100%
20'-0"
277'-4"
FINISH FLOOR
0"
T.O. WALL
20'-0"
6'-0"
1'-4"
8"
8'-0"
WIF
WIF
CMU2
CMU1
CMU1
CMU2
CMU1
CMU2
CMU1
CMU1
CMU2
CMU1
1'-4"
27'-4"
1'-4"
52'-0"
1'-4"
25'-4"
1'-4"
28'-0"
1'-4"
26'-8"
1'-4"
26'-8"
1'-4"
26'-8"
1'-4"
26'-8"
1'-4"
26'-8"
1'-4"
26'-8"
1'-4"
17'-4"
1'-4"
MATERIALS BOARD:
GRAY CMU WITH BLACK TOOLED GROUT JOINTS
MATERIAL:
8X8X16 CONCRETE MASONRY UNITS STANDARD 
COURSING
FINISH:
GRAY WITH BLACK GROUT 1/4" RAKED JOINTS
LOCATIONS: SITE WALLS AND BUILDING WALLS
PRE-ENGINEERED METAL BUILDING CLADDING
MATERIAL:
METAL BUILDING CLADDING BY MANUFACTURER
FINISH:
WHITE
LOCATIONS: PRE-ENGINEERED METAL BUILDING CLADDING
CMU1
MTL
WROUGHT IRON FENCE
MATERIAL:
WROUGHT IRON POSTS, BEAMS, AND PICKETS
FINISH:
BLACK
LOCATIONS: ON TOP OF SELECT SITE WALLS AND ON VEHICULAR 
SLIDING GATES
WIF
BLACK CMU WITH BLACK TOOLED GROUT JOINTS
MATERIAL:
8X8X16 CONCRETE MASONRY UNITS STANDARD 
COURSING
FINISH:
BLACK WITH BLACK GROUT 1/4" RAKED JOINTS
LOCATIONS: BUILDING WALLS
CHANNEL CLADDING
MATERIAL:
GALVANIZED METAL CHANNELS OF VARYING WIDTHS 
SPACE 2" APART AND MOUNTED VERICALLY
FINISH:
GALVANIZED
LOCATIONS: NORTH ELEVATION
CMU2
CHN
- PLOT DATE
922 N GILBERT RD, STE 103
MESA, AZ 85203
T  480.580.1116
OWNER
RV Renovators
8855 E Main St
Mesa, AZ 85207
T.480.962-6789
Contact: Monty Germaine
PROJECT TEAM
ARCHITECT
EDIFICE
922 N Gilbert Rd, Ste 103
Mesa, AZ 85203
T.480.580.1116
Contact: Dane Astle
10/23/2025 2:54:34 PM
A201
20015
PZ / DR 5TH SUB
10.23.2025
EXTERIOR
ELEVATIONS
202 RV VALET STORAGE
EXPANSION
8839 E. MAIN STREET
MESA, AZ 85207
MONTY GERMAINE
1/16" = 1'-0"
1
BUILDING A - NORTH ELEVATION
1/16" = 1'-0"
3
BUILDING A - EAST ELEVATION
1/16" = 1'-0"
4
BUILDING A - SOUTH ELEVATION
1/16" = 1'-0"
2
BUILDING A - WEST ELEVATION
1/16" = 1'-0"
6
BUILDING B - EAST ELEVATION
1/16" = 1'-0"
5
BLDG B - NORTH ELEV
1/16" = 1'-0"
7
BUILDING B - WEST ELEVATION
1/16" = 1'-0"
8
STREET FRONTAGE WALL ELEVATION
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10
.23.
25
63655
DANE R.
ASTLE
#
DESCRIPTION DATE

PHASE 2
PHASE 3
- PLOT DATE
922 N GILBERT RD, STE 103
MESA, AZ 85203
T  480.580.1116
OWNER
RV Renovators
8855 E Main St
Mesa, AZ 85207
T.480.962-6789
Contact: Monty Germaine
PROJECT TEAM
ARCHITECT
EDIFICE
922 N Gilbert Rd, Ste 103
Mesa, AZ 85203
T.480.580.1116
Contact: Dane Astle
10/23/2025 2:57:16 PM
A200
20015
PZ / DR 5TH SUB
10.23.2025
EXTERIOR
PERSPECTIVES
202 RV VALET STORAGE
EXPANSION
8839 E. MAIN STREET
MESA, AZ 85207
MONTY GERMAINE
1
PHASE 3 NORTHEAST PERSPECTIVE
2
PHASE 3 NORTHWEST PERSPECTIVE
N
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10
.23.
25
63655
DANE R.
ASTLE
1" = 30'-0"
4
PHASE 2 AND PHASE 3 STREETSIDE ELEVATION
3
PHASE 2 AND PHASE 3 NORTHEAST PERSPECTIVE
#
DESCRIPTION DATE

Citizen Participation Plan for
202 RV Valet Storage Expansion
June 10, 2024
Purpose: 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 of an application
for 202 RV Valet Storage Expansion. This site is located at 8839 East Main Street, Mesa, Arizona 85207,
the south side of East Main Street between South Glenmar Road and Red Mountain Freeway (Loop 202)
and is an application for the Council Use Permit (CUP) for a boat and RV storage facility in the GC district.
This plan will ensure that those affected by this application will have an adequate opportunity to learn
about and comment on the proposal.
Contacts:
Architect
City Planner
Dane Astle
Kwasi Abedrese
922 North Gilbert Road, Suite 103
20 East Main Street
Mesa, AZ 85203
Mesa, AZ 85201
(480) 580-1116
(480) 644-2764
dane @edifice.build
kwasi.abebrese@mesaaz.gov
Pre-Submittal Conference: The Pre-submittal Conference with City of Mesa Development Services staff
was held on January 9, 2024. Staff reviewed the application and recommended that adjacent residents
and nearby registered neighborhoods be contacted.
Action Plan: In order to provide effective citizen participation in conjunction with this application, the
following actions will be taken to provide opportunities to understand and address any real or perceived
impacts that members of the community may have.
1.
A contact list will be developed for citizens and agencies in this area including:
a.
All registered neighborhood associations within one mile of the project.
b.
Homeowners Associations within one mile of the project.
c.
Interested neighbors - focused on 1,000 feet from site but may include more.
EDIFICE
922 North Gilbert Road, Suite 103
Mesa, AZ 85203
T 480.580.1116

2.
All persons listed on the contact list will receive a letter describing the project, project schedule,
site plan, and invitation to a neighborhood meeting to be held at LOCATION TO BE DETERMINED.
a.
The meeting will be an introduction to the project, and opportunity to ask questions and
state concerns. A sign-in list will be used and comment forms provided. Copies of the
sign-in list and any comments will be given to the City of Mesa Planner assigned to this
project.
3.
Presentations will be made to groups of citizens or neighborhood associations upon request.
Schedule:
Pre-Submittal Conference - January 9, 2024
Application Submittal - DATE TBD
Neighborhood Meeting - DATE TBD
Submittal of Citizen Participation Report and Notification Materials - DATE TBD
Design Review Board Hearing - DATE TBD
Planning and Zoning Board Hearing - DATE TBD
Please contact me at (480) 580-1116 should you have questions.
Sincerely,
Dane Astle, AIA, LEED AP BD+C
Principal Architect - Owner
EDIFICE LLC
EDIFICE
922 North Gilbert Road, Suite 103
Mesa, AZ 85203
T 480.580.1116

Citizen Participation Report for 
202 RV Valet Storage Expansion 
 
 
December 2, 2025 
 
 
Purpose:  
 
This report provides results of the implementation of the Citizen Participation Plan for 202 RV Valet 
Storage Expansion. This site is located at 8839 East Main Street, Mesa, Arizona 85207, the south side of 
East Main Street between South Glenmar Road and Red Mountain Freeway (Loop 202) and is an 
application for the Council Use Permit (CUP) for a boat and RV storage facility in the GC district. This 
report provides evidence that citizens, neighbors, public agencies, and interested persons have had 
adequate opportunity to learn about and comment on the proposed plans and actions addressed in the 
application. Comments, sign-in lists, petitions, letters, summary sheets, and other materials are 
attached. 
 
 
Contacts: 
Architect ​
​
​
​
​
​
City Planner 
Dane Astle ​
​
​
​
​
​
Kwasi Abedrese 
922 North Gilbert Road, Suite 103 ​
​
​
20 East Main Street 
Mesa, AZ 85203 ​
​
​
​
​
Mesa, AZ 85201 
(480) 580-1116 ​​
​
​
​
​
(480) 644-2764 
dane @edifice.build ​
​
​
​
​
kwasi.abebrese@mesaaz.gov 
 
 
Meetings:  
 
The following are dates and locations of all meetings where citizens are invited to discuss 
the proposal: 
 
Pre-Submittal Conference 
The Pre-submittal Conference with City of Mesa Development Services staff was held on January 
9, 2024. Staff reviewed the application and recommended that adjacent residents and nearby 
registered neighborhoods be contacted. 
 
 
 
EDIFICE 
922 North Gilbert Road, Suite 103 
Mesa, AZ 85203 
T 480.580.1116

Design Review Board Meeting 
The meeting was held on November 18, 2025 @ 4:30 p.m. City Council Chambers located at 57 
East First Street. The hearing on this case was forwarded to the next meeting as quorum was not 
met. 
 
Planning and Zoning Board Hearing 
The meeting will be held on December 10, 2025 @ 4:00 p.m. City Council Chambers located at 
57 East First Street. 
 
 
Correspondence:  
 
A contact list has been developed for citizens and agencies in this area including: 
 
●​ Property owners within 500 feet from the site (DRB, Citizen Participation) 
●​ Property owners within 1000 feet from the site (P&Z) 
 
All persons listed on the contact list have received a letter describing the project, site plan and 
elevations, with an invitation to comment and contact information. 
 
●​ 39 Design Review Board notification letters (500’ radius) sent on November 3, 2025 
●​ 123 Planning and Zoning notification letters (1000’ radius) sent on November 25, 2025 
 
As of December 2, 2025, we have received no calls or other form of feedback from the neighbors within 
a 500’ or 1000’ radius of the proposed development. 
 
 
Please contact me at (480) 580-1116 should you have questions. 
 
Sincerely, 
 
 
 
Dane Astle, AIA, LEED AP BD+C 
Principal Architect - Owner 
EDIFICE LLC 
 
EDIFICE 
922 North Gilbert Road, Suite 103 
Mesa, AZ 85203 
T 480.580.1116