Submittal Documents

WAFFLE FLOWER WAREHOUSE
Business Name: Waffle Flower Crafts
Headquarters: 3654 N Power Rd. Suite 168, Mesa, AZ 85215
Website: https://waffleflower.com
Owner Contact: Ted Revis, Owner | ted@waffleflower.com | 480-236-2310
7/17/26
Project Narrative:
Waffle Flower Crafts is an internationally recognized creative brand and manufacturer of high-quality craft
supplies primarily for the card making industry. Specializing in clear stamps, dies, stencils and tools, our
products are trusted by thousands of customers worldwide for card making, scrapbooking, and mixed media
art. The company owns its current facilities (4,500 sf) located in the Zahara Professional Park at N. Power
Road and E. Thomas Road in Mesa.
The new facility will serve as a new operational hub for design, warehousing, light assembly, light
manufacturing, and creative workshop space. This project will allow us to consolidate and expand operations,
creating a modern, flexible facility that supports product design, video and advertising development and
commercial distribution.
The project site is located within the Local Employment Placetype with an Evolve Growth Strategy under the
Mesa 2050 General Plan. Per Chapter 3 of the General Plan, Local Employment Centers are areas that support a
variety of low-intensity business operations that are compatible with residential uses. Typical uses include
offices, medical facilities, research and development centers, and other small-scale employment-focused
activities. The proposed development is consistent with the intent of the Local Employment Placetype.
The project site is also located within the Falcon Field Sub-Area. One of the primary goals of the sub-area plan is
to create a vibrant and progressive urban center that serves aviation related business, and also serves as an
oasis of abundant, high-quality employment for professionals, technical experts, and highly skilled labor. The
proposed development is consistent with the goals of the Falcon Field Sub-Area Plan.
The parcel is surrounded by other LI zoned parcels, many of which have been progressively re-zoned from RS-
90 to LI. As stated in Section 11-7-3-B.6 of the MZO, requests for alternative compliance may be accepted for
any application to which Site Planning and Design Standards apply. More than one of the following criteria apply
to this site which justify the need for the current site plan including: 1) Topography, soil and vegetation or other
site conditions are such that full compliance is impossible or impractical, 2) Space limitations, unusually shaped
lots and prevailing practices in the surrounding neighborhood, may justify alternative compliance for bypassed
parcels and for improvements and redevelopment, 3) Safety considerations make alternative compliance
necessary, and 4) the proposed alternative is aesthetically more complementary to the site, improves the overall
architectural appeal of the area and exceeds the urban design characteristics as described in the City’s General
Plan. Due to the hard dig conditions, significant grading requirements, and existing site topography, the building
has been situated in the only financially feasible location for the owner. Multiple cost analyses were undertaken

to evaluate alternative siting options across the property, and each proved economically unviable due to
increased construction and servicing costs. As such, relocating the building would make the project infeasible
to proceed. The unusually shaped lot prohibits the building from being articulated in another direction and still
serve the cultural and operational use effectively. If the building cannot remain in this location, the owner would
have no practical development path forward and would be compelled to sell the land. The owner has
incorporated elevated landscape features that strengthen the project's architectural character while creating an
attractive public presence at the prominent corner of 54th Street and Thomas Road. A raised planter wrapping
the intersection, complemented by a thoughtfully selected palette of trees and drought-tolerant landscaping,
enhances the streetscape and pedestrian experience. Internally, a landscaped courtyard and raised garden
provide a high quality outdoor amenity for employees while also operating as a backdrop for the business’ demo
videos and product videos. Together, these landscape improvements create a design that is aesthetically
complementary to the surrounding area, enhances the overall appeal of the site and corridor, and exceeds the
urban design objectives of the City's General Plan.
The project is requesting a parking reduction via a Special Use Permit per MZO 11-32-6A. The parking reduction
is justified as the building and operational businesses meet the following criteria of: 1) The proposed operation
is a manufacturing light business with 5-7 employees on any given business day, with no retail patrons visiting
this location, 2) the proposed use will adequately be served by the proposed parking, 3) parking demand
generated by the project will not exceed proposed capacity or have a detrimental impact on the supply of on-
street parking in the surrounding area.
For the purpose of notifying ADOT, a redletter was sent to ADOT and ADOT confirmed receipt and approval of
the project.
A neighborhood meeting was held on May 7th, 2026 and 5 neighbors provided support of the project, no
negative feedback or comments to the project were provided by neighbors. See the separate Citizen
Participation Plan Report for additional information.
William Erwin, AIA, LEED AP BD+C
PRESIDENT
ERWIN | ARCHITECTURE & DEVELOPMENT
c: 602.677.8372
e: will@erwinarchitecture.com
w: erwinarchitecture.com

ROAD
ROAD
HIGLEY PROJECT
SITE
RECKER
THOMAS ROAD
hillman
202
workshop
landscape architecture
APN 141-38-012V 2901 e. highland ave
RS-90 ZONING phoenix, az 85016
480-686-2001
278' BUFFER NOT VISIBLE FROM VICINITY MAP
PUBLIC DRIVE OR PARKING SCALE: NTS
NORTH L A N D S C A P E
R E D T I F I C A T E A R
T E C E R N O . C H
I S 46944 I T
G AARON J. E
20' SVT FOR 2 LU E R HILLMAN T C
LS BUFFER @ 30 MPH D a t e 07.30.26 . . . . .
TRASH A R I S i g n e d . . . . . . A .
Z O N A , U . S
ENCLOSURE
EXPIRES 09/30/27
REAR SETBACK 30' 5' REVISIONS:
FOUNDATION
LANDSCAPE
ANNUALS IN PLANT PALETTE
COURTYARD
PROPOSED PLANTER SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY COMMENTS AREA
BUILDING TREES/PALMS
Acacia aneura Mulga 24" Box 29 Standard Trunk 177 SF Each
Dense Canopy 51,533 SF Total
8' SCREEN ENCLOSED
WALL COURTYARD Acacia salicina Willow Acacia 24" Box 22 Standard Trunk 177 SF Each
Dense Canopy 3,894 SF Total
15'-2" SYNTHETIC TURF
Caesalpinia cacalaco Cascalote 24" Box 27 Multi-Trunk 177 SF Each
8' SCREEN Dense Canopy 4,779 SF Total
SVT FOR 5 LU 18'-2" 15' WALL
@ 45 MPH 18'-2" Olneya tesota Ironwood Tree 24" Box 10 Multi-Trunk 490 SF Each
Dense Canopy 4,900 SF Total
Parkinsonia 'Desert Museum' 36" Box 24 Multi-Trunk 490 SF Each
'Desert Museum' Palo Verde Dense Canopy 11,760 SF Total
8' Prosopis 'Rio Salado' 'Rio Salado' Mesquite 24" Box 30 Multi-Trunk 706 SF Each
8' 15' PUFE Dense Canopy 21,180 SF Total
PUFE SETBACK 30' FROM FACADE FOR 30'
TREE REQUIREMENTS SETBACK SVT FOR 2 LU Quercus virginiana Southern Live Oak 36" Box 2 Standard Trunk 706 SF Each
@ 30 MPH Dense Canopy 1,412 SF Total
COVERED PARKING Mesa Trees are Cool Calculations Total Canopy Area: 99,458 SF
Site Area: 104,125 SF
Tree Canopy % of Site Area: 95%
ACCENTS
THOMAS 141-38-006E ZONING Aloe Vera Aloe (Yellow Flower) 5 Gal. 178 As Per Plan
Dasylirion wheeleri Desert Spoon 5 Gal. 59 As Per Plan
ROAD Hesperaloe parviflora Red Yucca 5 Gal. 87 As Per Plan
APN RS-90 Muhlenbergia 'Regal Mist' 'Regal Mist' Grass 5 Gal. 377 As Per Plan
30' SHRUBS
EASEMENT ROADWAY Caesalpinia pulcherrima Red Bird of Paradise 5 Gal. 20 As Per Plan
Dodonaea viscosa Hopseed Bush 5 Gal. 56 As Per Plan
8' SCREEN Eremophila hygrophana Blue Bells 5 Gal. 41 As Per Plan
WALL Leucophyllum langmaniae 'Lynns Legacy' Sage 5 Gal. 234 As Per Plan
'Lynns Legacy'
67'-3" ANNUALS IN RAISED Leucophyllum langmaniae Rio Bravo Sage 5 Gal. 96 As Per Plan
PLANTER 'Rio Bravo'
ROW
RAISED PLANTER Olea 'Little Ollie' 'Little Ollie' Dwarf Olive 5 Gal. 11 As Per Plan
Ruellia brittoniana Mexican Petunia 5 Gal. 188 As Per Plan 85215
Ruellia peninsularis Baja Ruellia 5 Gal. 84 As Per Plan
CITY OF MESA LS REQUIREMENTS PUFE 8' Tecoma 'Orange Jubilee' 'Orange Jubilee' Tecoma 5 Gal. 54 As Per Plan
GROUNDCOVERS
REQUIRED PROVIDED 30' AZ
NEW ROW Eremophila 'Outback Sunrise' 'Outback Sunrise' 1 Gal. 131 As Per Plan
STREET FRONTAGE (THOMAS RD)
- 629 LN FT. 1 Tree/6 Shrub per 25 LF RAISED PLANTER Seasonal Annuals Seasonal Annuals Flats @ 6" o.c. 209 SF Bark Mulch
TREES 26 43 Under Annuals
SHRUBS 156 624 MISCELLANEOUS MESA,
36" BOX TREES 7 (25%) 9 STREET
ANNUALS IN RAISED DG Decomposed Granite- 1/2" Screened 'Mahogany Brown'
PLANTER 2" depth in all planting areas
NOTE: AN ADDITIONAL 17 TREES AND 468 SHRUBS HAVE BEEN PROVIDED ALONG THOMAS Flower
54TH Surface Select Granite Boulders
ROAD (IN ADDITION TO THE REQUIRED QUANTITY) IN ORDER TO ENHANCE THE Size- 2',3' and 4' Dia ST,
STREETSCAPE LANDSCAPE AS PART OF THE DESIGN REVIEW APPROVAL OF THE PROJECT.
Synthetic Turf- Coronado Platinum
Synthetic Turf By Arizona Artificial Lawns +/- 332 SF
STREET FRONTAGE (54TH STREET)
- 247 LN FT. 1 Tree/4 Shrub per 25 LF 30' 54TH
TREES 10 10 ROADWAY
EASEMENT
SHRUBS 40 156 RAISED PLANTER SVT FOR 5 LU
36" BOX TREES 3 (25%) 3 @ 45 MPH
N.
NORTH PROPERTY LINE BUFFER PLANT MATERIAL NOTE: Waffle
All plant material should conform to the Arizona Nurseryman Association
- 340 LN FT. (visible from public) 4 Trees/20 Shrubs per 100 LF standards.
NON-DECIDUOUS TREES 15 15 3720
SHRUBS 60 60
TREE SIZE REQUIRED 100% 24" BOX 24" BOX- 100% PLANTING NOTES
- 278 LN FT. (not-visible from public) 5 Trees per 100 LF 1. CLARIFICATION OF DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND THE SITE SHOULD
NON-DECIDUOUS TREES 13 13 BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT.
TREE SIZE REQUIRED 100% 24" BOX 24" BOX- 100% PLANTING PLAN 2. ALL PLANT MATERIAL MUST MEET ANA SPECIFICATIONS.
3. THE LANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO REFUSE ANY
PARKING LOT ISLAND 1 Tree/3 Shrub per Island SCALE: 1"=30'-0" PLANT MATERIAL HE DEEMS UNACCEPTABLE. ALL PLANT MATERIAL SHALL BE INSPECTED PRIOR TO
INSTALLATION. DATE:
TREES 9 9 0 15' 30' 60' NORTH 4. PLANTS TO BE LOCATED AWAY FROM OBSTACLES SUCH AS FIRE HYDRANTS, TRANSFORMERS, POWER 07.30.26
TREE SIZE REQUIRED SHRUBS 10% 36" 27 BOX- 1 36" BOX- 27 2 POLES, AND LIGHT FIXTURES AS NECESSARY. DO NOT INSTALL PLANT MATERIAL IN ANY AREA WHICH
WILL CAUSE HARM TO ADJACENT IMPROVEMENTS.
5. VERIFY PLANT QUANTITIES PRIOR TO INSTALLATION. QUANTITIES ARE LISTED FOR CONVENIENCE ONLY,
FOUNDATION BASE 1 Tree per 50 LF THE ACTUAL NUMBER OF SYMBOLS INDICATED ON THE PLANTING PLANS SHALL HAVE PRIORITY OVER
BUILDING PERIMETER- 610' QUANTITIES DESIGNATED. NOTIFY THE LANDSCAPE ARCHITECT OF QUANTITY DISCREPANCIES
TREES 13 13 IMMEDIATELY.
36" BOX 2 2 , 6. PLANT TREES, SHRUBS, AND CACTI PLUMB, AND FACED TO GIVE THE BEST APPEARANCE OR
LANDSCAPE FOR WALLS VISIBLE FROM PARKING 33% OF EXTERIOR WALL 41% OF EXT. WALL RELATIONSHIP TO ADJACENT PLANTS OR VIEWS.
LANDSCAPE FOR WALLS NOT VISIBLE FROM PARKING 10% OF EXTERIOR WALL 76% OF EXT. WALL NOTES 7. NOTIFY OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY SHOULD SOIL CONDITIONS BE PRESENT
1. 25% OF TREES REQUIRED IN R.O.W. SHOULD BE 36" BOX OR LARGER, WITH A MINIMUM OF 50% OF REQUIRED WHICH WOULD PREVENT PROPER SOIL DRAINAGE AND ALLOW WATER TO STAND IN PLANTING PITS. Planting
LANDSCAPE OPEN SPACE AREA TREES BEING 24" BOX. NO TREES SMALLER THAN 15 GALLON. 8. DOUBLE STAKE ALL TREES OUTSIDE ROOTBALL, EXCEPT FOR SALVAGED TREES.
(NON PARKING, BUFFER OR STREETS) REQUIRED PROVIDED 2. 10% OF TREES REQUIRED IN PARKING ISLANDS & FOUNDATION PLANTING AREAS NEED TO BE 36" BOX WITH THE 9. LANDSCAPE CONTRACTOR TO PERFORM A SOILS TEST PRIOR TO LANDSCAPE CONSTRUCTION TO Plan
34,412 SQ FT 17,206 = 50% 17,575 = 50% BALANCE BEING AT LEAST 24" BOX DETERMINE ANY NUTRIENT DEFICIENCIES. IF ANY DEFICIENCIES EXIST, IT SHALL BE THE RESPONSIBILITY
PLANT MATERIALS 3. 50% OF TREES REQUIRED IN PERIMETER LANDSCAPE AREAS TO BE 24" BOX WITH THE BALANCE BEING 15 OF THE CONTRACTOR TO AMEND THE SOIL ACCORDINGLY.
EVERGREEN TREES 12 100 SQ FT 1,200 SQ FT GALLON. 10. SIGNS REQUIRE SEPARATE APPROVALS AND PERMITS.
SHADE TREES 9 50 SQ FT 450 SQ FT 4. 50% OF ALL REQUIRED SHRUBS TO BE 5 GALLON WITH NO SHRUBS LESS THAN 1 GALLON. Call at least two full working days
LARGE SHRUB 202 50 SQ FT 10,100 SQ FT Additional Note: before you begin excavation.
MEDIUM SHRUB 182 25 SQ FT 4,550 SQ FT *(2) ADDITIONAL 24" BOX TREES SUBSTITUTED FOR (4) 15 GALLON TREES 1L-1
**(3) 24" BOX SUBSTITUTED FOR (6) 15 GALLON TREES Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
EVERGREEN GROUNDCOVER 51 25 SQ FT 1,275 SQ FT In Maricopa County: (602)263-1100
TOTAL 17,575 SQ FT 1 of

KBELL
OWNER: ZEE PROPERTIES, LLC DEVELOPER/ CONTRACTOR: A.T. MERIDIAN CONSTRUCTION ARCHITECT: ERWIN ARCHITECTURE & DEVELOPMENT, LLC CIVIL ENGINEER: KBELL ENGINEERING LLC
2733 N. POWER ROAD 5454 E. REDMONT CIRCLE PH: 602.677.8372 1355 N86TH PLACE
SUITE 102-605 MESA, AZ 85215 CONTACT: WILLIAM ERWIN, AIA MESA, ARIZONA 85207
MESA, AZ 85215 PH: 480.830.8122 EMAIL: WILL@ERWINARCHITECTURE.COM PH: 602.980.8246
CONTACT: DALLIN HAWS CONTACT: KELLY BELL, P.E.
EMAIL: DALLIN@ATMERIDIAN.COM EMAIL: KBELL@KBELLENG.COM E. INDIAN SCHOOL ROAD ENGINEERING
1355 N 86TH PLACE MESA, ARIZONA 8520
ROAD ROAD
PH: 602.980.8246 Copyright © 2026
o f e s s i o n a l E n g
W HIGLEY SITE RECKER d P r I F I C A T E i n e e
e r e E R T N O r (
s t C 57116 . C i
E. g i v i
N. R e KELLY J. ) l
N. THOMAS D a BELL 2026 . .
SR t e S 28. . . . .
A R i g n e d 05. . . . A .
202 RD I Z O N A U . S .
PRELIMINARY NOT FOR
VICINITY MAP
CONSTRUCTION
W NTS
CLIENT:
END RETAINING WALL STEP IN RETAINING STEP IN RETAINING STEP IN RETAINING WALL A.T. MERIDIAN
W/ SCREENWALL WALL W/ SCREENWALL WALL W/ SCREENWALL WITH SCREENWALL CONSTRUCTION
/BEGIN SCREENWALL N ELEV: 91.0 N ELEV: 91.0 N ELEV: 90.0 5454 E. REDMONT CIRCLE
WITH NO RETAINAGE S ELEV: 93.0 S ELEV: 93.5 S ELEV: 94.0 PROJECT DATA MESA, AZ 85215
E N ELEV: 92.0 TOP RW: 93.0 TOP RW: 93.5 TOP RW: 94.0 PH: 480.830.8122
BASIN 1 S ELEV: 92.2 TOP RWF: 89.0 TOP RWF: 89.0 TOP RWF: 88.0 PROJECT NAME: WAFFLE FLOWER CRAFTS LLC
VR: 4,620 CF E TOP RW: 92.2 PROJECT DESCRIPTION: NEW WAREHOUSE/ INDUSTRIAL BUILDING EXISTING
EG=84.36 EG=84.13 EG=85.77 EG=87.87 VP: 5,868 EG=89.42 CF TOP RWF: 90.0 EG=87.09 RETAINING WALL W/ USE: UNDEVELOPED
E EG=90.71 EG=90.17 EG=88.95
4:1 SIDESLOPES EP=91.69 EG=91.80 O O EG=91.99 EP=91.56 SCREENWALL W PROPOSED USE: INDUSTRIAL WAREHOUSE/OFFICE
00'00" R=1 5 2 2 .39' L = 29 2 .28' 1385 BOTTOM ELEV: 82.0 E EP=91.27 O O N ELEV: 89.31 PROPERTY: APN 141-38-044 & 141-38-046
E EG=85.78 EG=86.89 HIGH WATER ELEV: 1390 85.0 EP=92.12 EP=90.65 1390 EP=89.87 EP=88.88 W EP=87.24 S ELEV: 93.0 S/T/R: SECTION 26 TOWNSHIP 2 NORTH RANGE 6 EAST ISSUES AND REVISIONS:
EG=88.47 EP=91.74 EP=91.23 EP=88.38 TOP RW: 93.0 NO. DATE ISSUES
N11°16'45"E EG=89.92 EG=90.83 EP=92.30 CURRENT ZONING: RS-90
9.59' E EP=91.54 FG 92.00 TOP RWF: 87.5
EG=84.80 EG=84.65 EG=85.59 FG 91.00 EP=91.81 FG 92.50 FG 92.00 EP=92.18 FG 92.00 EP=91.40 EP=91.24 EP=90.50 EP=89.95 EP=89.31 SUBDIVISION : UNSUBDIVIDED
N89°31'10"W 89.38'(R3) FG 90.00 N89°31'10"W 618.41'(R3) EP=92.02 EP=92.23 FG 93.00 FG 94.00 4+16 LOT SIZE: 104,125 SF OR 2.39 ACRES
EG=86.55 87 88 EG=89.20 90 EP=92.20 EG=90.63 EP=89.61
NE BEARING ASSUMED E 85 HIGHWATER 86 FL 88.28 GR 90.80 GR 91.00 FG 93.10 EG=90.10 P 90.00
O 1836-42, ADOT SURVEY/MJT MCR Δ=03°37'09" L= 9 4 . 59'(R3 ) N00°27'03"E 35.81'(R3) 83 84 EG=88.00 EG=90.41 EG=91.34 EG=92.04 1390 EG=90.40 1390 BENCHMARK
R=1497.39' O O 82 89 EG=92.05 EG=92.03 EP=91.88 TC 92.81 EG=91.25 P 92.50 P 92.10 P 91.20 4+00 CITY OF MESA BRASS TAG ON TOP OF NORTHEAST RETURN OF THE
EG=84.54 EG=85.12 85 82 FLR EG=89.32 R55.0' P 89.50 EG=91.08 P 90.00 P 90.50 P 90.90 P 91.50 P 92.31 INTERSECTION OF HIGLEY ROAD AND THOMAS ROAD ELEVATION 1380.34
EG=84.97 HIGHWATER EG=85.88 84 83 P 88.20 EG=90.68 EG=91.54 EP=92.10 EG=91.16 EG=92.16 EG=92.07 (NAVD88)
BW=82.70 C 82.71 1385 E 87 P 89.90 P 91.00 EG=92.05 P 92.85 EG=91.56 FG 94.70 BC 92.10
BW=83.69 COX FG 85.40 EG=87.53 P 88.00 P 90.20 P 91.00 FG 94.00 W
C 82.61 C 83.70 EG=85.59 P 88.80 P 89.95 EG=90.93 EG=92.03 EG=92.59 EP=92.22 FG 93.00 EP=94.29 BASIS OF BEARING
EX LOW TC 83.45 P 90.30 EG=91.60 P 91.00 C 95.00 EG=93.55
FG 85.00 TV EG=88.63 EG=90.30 EP=91.98 EG=91.89 FG EG=94.50 96.00 THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 2
C BW=84.90 84.69 TV COX EG=87.28 P 88.00 P 88.60 P 89.50 PUFE P 90.50 C 95.00 BC EP=95.02 93.85
W R35.0' EG=89.86 C 91.00 PROPOSED BUILDING NORTH, RANGE 6 EAST, WAS ASSUMED TO BE NORTH 00°28'22" EAST, PER
EG=93.22 FFE 95.0 1395 EP=95.85
C 84.60 P BW=85.90 86.35 89 FG 90.50 PROP EP=90.54 EG=91.24 PAD 94.33 EP=92.72 C 94.85 30.0' ROW (VARIES) UNRECORDED ADOT RIGHT OF WAY EXHIBIT DATED 8/16/2024.
EG=88.29 EG=93.17 FG 95.00
W P C 86.45 30.0' COX 8.0' P 90.90 15.5' FACE OF CURB
SD GR 90.80 EP=93.14 EG=94.96 F
SD W E E BW=86.96 C 86.75 90 91 FG 92.50 P 95.00 EG=91.46 EG=93.62 C 94.80 FG(M) 96.00
EG=89.12 FG 92.00 1390 8.0' PROP PUFE
SD BC(M) 85.88 COX P 91.00 EP=95.17 BC 96.60
91 EG=90.01 P 95.10 EP=90.91 DCO C 95.00 EG=93.59 C 95.00 C 94.70 EG=96.41 363.73(R3) EP=97.14 3+00 EP=97.46
SD W BC(M) 86.67 BW=87.98 C 87.99 TC 95.60 CO EG=91.96 EP=95.49 W FG 94.50 17.5' BACK OF CURB
EP=91.37 P 94.40 F 363.72'(C)
SD C ROW 87.89 FG(M) 89.59 P 94.40 C 94.95 EP=96.78 100 YR 2 HOUR RETENTION CALCULATIONS
E EX BW=89.03 Δ=30°57'17" COX 92 93 P 94.75 P 94.20 S EG=94.01 P 94.25 EG=95.55 GR 94.00 P(M) 97.87
E E 1385 Δ=27°02'01" 91 EG=90.56 P 94.45 TC 94.75 P 94.25 EP=97.18 N00°28'40"E W
E W 67.3' C 88.95 R=1497.39' FG 94.00 EG=92.69 P 94.20 P 94.20 TC 94.75 W 24.0' MIN PAVEMENT SECTION DEVELOPED CONDITION RUNOFF COEFFICIENTS ("C")
SIDEWALK L P 94.30 GR 94.00 S F PAVING, ROOFS, CONCRETE = 0.95
E BW=90.01 =808.98' COX R=1497.39 F F F F P 94.15 F EG=95.48 F F P 94.50 EG=98.15
' EG=90.88 P 94.10 30.0' EP=98.44 EP=98.99 TURF > 5% SLOPE = 0.40
E 6' P C 89.96 L=706.51'(R3) P 93.78 CO P EG=94.56 93.76 EG=97.31 EG=97.77 R35.0' VR= Cw*D/12*A
P 94.20 W P(M) 98.48
FG 94.50 P 94.40 C 94.10 F EG=98.91 WHERE:
BW=91.04 C 91.05 COX 93 EG=91.94 DCO 1395 GR 93.40 EG=95.44 EG=96.37 EG=97.53 MAIL BC 98.70 R55.0' VR = VOLUME REQUIRED (CF)
E W C 90.96 P 94.30 EG=98.16 VP = VOLUME PROVIDED (CF)
C EG=94.74 94.25 EG=98.66 EG=99.26
E. Cw= WEIGHTED RUNOFF COEFFICIENT = SEE BELOW
TS BW=92.15 EG=99.70 W EP=99.27 EP=99.25 BASIN 2
E C 92.15 C EG=93.33 94.20 C 94.10 F 2+00 VR: 9,129 CF D = RAINFALL DEPTH (IN) FOR 100 YR 2 HOUR RAINFALL DEPTH= 2.2"
Δ=47°25 ' 29 " THOMAS C 92.06 COX EG=94.25 EG=00.40 EG=99.54 ST VP: 10,068 CF A = CONTRIBUTING DRAINAGE AREA NOT INCLUDING 1/2 STREET ROW= 109,276 SF*
R =1372.00 FG 94.50 EG=99.32
' L C 94.35 4:1 SIDESLOPES
=1135.6 E 94 EG=99.94 92 W
ABBREVIATIONS LEGEND 3' W ROAD BW=93.17 FLR W 54TH BOTTOM ELEV: 92.0 * 1/2 STREET ROW FOR THOMAS ROAD IS NOT INCLUDED. THOMAS ROAD HAS A
FG EG=94.28 94.50 EG=99.50 FG 94.50 93 HWL F HIGH WATER ELEV: 94.0 ONE WAY CROWN DRAINING SOUTH IN EXISTING CONDITIONS, SITE IS UNABLE TO
C CONCRETE C 93.25 EG=99.86 94 EG=00.17
PROP SURFACE FLOW DIRECTION E COX EG=00.24 FG 99.75 REALISTICALLY CAPTURE OR RECEIVE ADJACENT HALF STREET FLOWS
FFE FINISHED FLOOR ELEVATION 1390 FG EG=99.65 94.50 95 96 97 EP=99.45 N.
EX SURFACE FLOW DIRECTION BW=94.27 EP=99.38
FG FINISH GRADE EG=94.61 FG 94.50 *1/2 STREET FLOWS FOR 54TH ST ARE INCLUDED
CATCH BASIN 1400
W P EG=99.88 PLAN
G GUTTER DRY WELL E EG=00.83 W F WEIGHTED "C" CALCULATION DRAINAGE AREA 1
GR GRATE SD STORM DRAIN MANHOLE COX FG 95 95.00 EG=01.07 PARKING, CONCRETE, BUILDING = 15,350 SF @ 0.95 = 14,583 SF
BW=95.27
(N) NORTH STORM DRAIN PIPE T EP=98.40 LANDSCAPE AREAS = 26,646 SF @ 0.40 = 10,658 SF
E C 95.21 EG=00.85 1+00
(S) SOUTH W 96 EP=98.41 41,996 SF 25,241 SF
BOUNDARY LINE F FG 96.50
CW = 25,241/48,867 = 0.60
(E) EAST CENTER LINE W BW=96.04 FG 97.50 EP=97.36 DRAINAGE
W C 96.19 COX
Tc TIME OF CONCENTRATION EXISTING CONTOURS E C W 96.16 BW=96.25 C 96.81 VOLUME REQUIRED DRAINAGE AREA 1
TD TRENCH DRAIN F C 96.26 G 96.74 TOTAL VR =0.60*2.2/12*41,996= 4,620 CF
PROPOSED CONTOURS
P PAVEMENT W G 95.66 R=1497.39' Δ=00°18'07" VP = 5,868 CF
S SEWER MANHOLE W G 95.76 EP=97.55 L=7.89'
EG EXISTING GRADE E F 85215 &
(W) WEST CO SEWER CLEANOUT COX WEIGHTED "C" CALCULATION DRAINAGE AREA 2
AC ACRES PARKING, CONCRETE, BUILDING = 41,619 SF @ 0.95 = 39,538 SF
CONSTRUCTION
CFS CUBIC FEET PER SECOND -0+100+00 N42°14'01"E 20.00'(C) LANDSCAPE AREAS = 25,674 SF @ 0.40 = 10,270 SF
W N42°13'52"E(R2) Δ=05°11'10" 67,293 SF 49,808 SF CRAFTS ARIZONA
DA DRAINAGE AREA 1395 GRADING
E R=1517.39' CW = 49,808/67,293 = 0.74
EX EXISTING COX
W L=137
PROP PROPOSED . 35' VOLUME REQUIRED DRAINAGE AREA 2 MESA,
SD STORM DRAIN TOTAL VR =0.74*2.2/12*67,293= 9,129 CF
E VP = 10,062 CF FLOWER
ADDRESS:
STREET,
COX TOTAL RETENTION REQUIRED: 13,749 CF MERIDIAN
W
TOTAL RETENTION PROVIDED: 15,936 CF
E NAME& 54TH PRELIMINARY
PM NAME:
WAFFLE N.
2:40
26 SS CLIENT: A.T. PROJECT 3720 SHEET
27, E
10 30
May
W PROJECT NO.: 1125-01
on 0 20 40 80
W DESIGNED BY: KJB
kellybell SCALE: 1"=40'
DRAWN BY: JJB
by
THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN SHEET
modified CALL AT LEAST TWO FULL WORKING DAYS
BEFORE YOU BEGIN EXCAVATION AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE C-1
THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING
WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
PGD.dwg
DIAL 8-1-1 OR 1-800-STAKE-IT (782-5348) DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY
IN MARICOPA COUNTY: (602) 263-1100 LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. OF 2
112501

KBELL
OWNER: ZEE PROPERTIES, LLC DEVELOPER/ CONTRACTOR: A.T. MERIDIAN CONSTRUCTION ARCHITECT: ERWIN ARCHITECTURE & DEVELOPMENT, LLC CIVIL ENGINEER: KBELL ENGINEERING LLC
2733 N. POWER ROAD 5454 E. REDMONT CIRCLE PH: 602.677.8372 1355 N86TH PLACE
SUITE 102-605 MESA, AZ 85215 CONTACT: WILLIAM ERWIN, AIA MESA, ARIZONA 85207
MESA, AZ 85215 PH: 480.830.8122 EMAIL: WILL@ERWINARCHITECTURE.COM PH: 602.980.8246
CONTACT: DALLIN HAWS CONTACT: KELLY BELL, P.E.
EMAIL: DALLIN@ATMERIDIAN.COM EMAIL: KBELL@KBELLENG.COM E. INDIAN SCHOOL ROAD ENGINEERING
1355 N 86TH PLACE MESA, ARIZONA 8520
ROAD ROAD
PH: 602.980.8246 Copyright © 2026
o f e s s i o n a l E n g
W HIGLEY SITE RECKER d P r I F I C A T E i n e e
e r e E R T N O r (
s t C 57116 . C i
E. g i v i
N. R e KELLY J. ) l
N. THOMAS D a BELL 2026 . .
SR t e S 28. . . . .
A R i g n e d 05. . . . A .
202 RD I Z O N A U . S .
PRELIMINARY NOT FOR
VICINITY MAP
CONSTRUCTION
W NTS
CLIENT:
A.T. MERIDIAN
CONSTRUCTION
5454 E. REDMONT CIRCLE
PROJECT DATA MESA, AZ 85215
RH: E DUANE AND BARBARA WIRTH TRUST PROJECT NAME: WAFFLE FLOWER CRAFTS LLC PH: 480.830.8122
APN: 141-38-018D
2024-0085423 MCR E PROJECT DESCRIPTION: NEW WAREHOUSE/ INDUSTRIAL BUILDING EXISTING
USE: UNDEVELOPED
E
W PROPOSED USE: INDUSTRIAL WAREHOUSE/OFFICE
Δ=11°00'00" R=1522.39' L= 292 .28 ' E O O O O PROPERTY: APN 141-38-044 & 141-38-046
FOUND 3" ADOT AC
LS POC 22258 STA 953+76.40 E W S/T/R: SECTION 26 TOWNSHIP 2 NORTH RANGE 6 EAST ISSUES AND REVISIONS:
TPOB CURRENT ZONING: RS-90 NO. DATE ISSUES
N11°16'45"E 9.59' FOUND 1/2" REBAR E
LS 16097 SUBDIVISION : UNSUBDIVIDED
"POINT A"
N89°31'10"W 89.38'(R3) N89°31'10"W 618.41'(R3) 4+16 LOT SIZE: 104,125 SF OR 2.39 ACRES
86 87 88 90
NORTH LINE BEARING ASSUMED E 85 HIGHWATER SET PK W/TAG BENCHMARK
PRIOR PER TO 1836-42, ADOT SURVEY/MJT MCR Δ=03°37'09" L=94 . 59'(R 3 ) N00°27'03"E 35.81'(R3) 83 84 LS 25090
FOUND 3" R=1497.39' O O 82 89 4+00 CITY OF MESA BRASS TAG ON TOP OF NORTHEAST RETURN OF THE
LS ADOT 22258 AC 2002 POC FOUND 1/2" REBAR
LS 57279 85 HIGHWATER 82 FLR INTERSECTION OF HIGLEY ROAD AND THOMAS ROAD ELEVATION 1380.34
E 84 83 (NAVD88)
87
EX HYDRANT
COX W
BASIS OF BEARING
TV THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 2
5' TV COX PUFE
W S/W SUBJECT PARCEL NORTH, RANGE 6 EAST, WAS ASSUMED TO BE NORTH 00°28'22" EAST, PER
RH: ZEE PROPERTIES
89 PROP APN: 141-38-044 & 046 30.0' ROW (VARIES) UNRECORDED ADOT RIGHT OF WAY EXHIBIT DATED 8/16/2024.
21'± 104,125 S.F. / 2.390 ACRES
SD P COX NO BUILDINGS OBSERVED
W SD 8.0' F 15.5' FACE OF CURB
W E E 32'± 90 91 PROPOSED HYDRANT 8.0' PROP PUFE
SD
SD COX PROPOSED SEWER LINE
91 DCO 363.73(R3) 3+00
SD W CO W
F
ROW 363.72'(C)
SD Δ=30°57'17" COX 92 S MCR. 17.5' BACK OF CURB
E EX 93 575, W
E E R=1497.39' Δ=27°02'01" 91 EASEMENT PAGE N00°28'40"E
E W 67.3' W
SIDEWALK L 13659, S F 24.0' MIN PAVEMENT SECTION
E =808.98' COX R=1497.39 F WATERLINE F F F F F F
' DOCKET
6' P L=706.51' CO PROPOSED 6X8 TEE WITH 6" VALVE
E
( R3) 10' W
93 F
COX DCO MAIL
E W TBM#1
E. PROPOSED TS SEPTIC SYSTEM W
E 22'± F 2+00
Δ=47°25 ' 29" THOMAS COX ST
R=1372.00
' L= 1135.6 E 5' 94 92 30' W
ABBREVIATIONS LEGEND 3' W ROAD S/W FLR W 54TH
33'± 93 HWL F
C CONCRETE PROP SURFACE FLOW DIRECTION E COX 94
FFE FINISHED FLOOR ELEVATION 95 96 97 N.
EX SURFACE FLOW DIRECTION PROPOSED DOMESTIC BACKFLOW
FG FINISH GRADE CATCH BASIN ESTABLISHMENT MCR. PROPOSED IRRIGATION BACKFLOW
G GUTTER E W P W
DRY WELL OF 2001-0207167, PROPOSED IRRIGATION METER F
GR GRATE AREA COX
SD STORM DRAIN MANHOLE 95
(N) NORTH STORM DRAIN PIPE EX HYDRANT T
(S) SOUTH E W VARIES 1+00 PUBLIC ROADWAY
BOUNDARY LINE 68'± FC F 96 EASEMENT L-M-4012A PER EXHIBIT ADOT A
(E) EAST TO PROPOSED DOMESTIC METER LEGAL DATED 03-03-2025
CENTER LINE W COX
FC W
Tc TIME OF CONCENTRATION EXISTING CONTOURS E W PROPOSED FIRE SET PK W/TAG LINE BACKFLOW
F LS 25090
TD TRENCH DRAIN
PROPOSED CONTOURS
P PAVEMENT W R=1497.39' Δ=00°18'07"
S SEWER MANHOLE W L=7.89'
EG EXISTING GRADE E F 85215
(W) WEST APPROXIMATE BOUNDARY COX
CO SEWER CLEANOUT PROPOSED IRRIGATION LINE AS DEPICTED ON MARICOPA PLAN
AC ACRES COUNTY ASSESSOR PAGE
WITHOUT RECORDED DOCUMENT CONSTRUCTION
CFS CUBIC FEET PER SECOND PROPOSED DOMESTIC LINE -0+100+00 N42°14'01"E 20.00'(C)
W N42°13'52"E(R2) Δ=05°11'10" CRAFTS ARIZONA
DA DRAINAGE AREA
PROPOSED FIRE LINE E
EX EXISTING COX R=1517.39' UTILITY
W L=137
PROP PROPOSED . 35' MESA,
SD STORM DRAIN
E FLOWER
ADDRESS:
STREET,
FD 3" ADOT AC MERIDIAN
COX POC
W
E NAME& 54TH PRELIMINARY
PM N80°00'02"W NAME:
147.00' WAFFLE N.
3:04
26 SS CLIENT: A.T. PROJECT 3720 SHEET
E
27, 10 30
May N32°50'38"E W
111.74' PROJECT NO.: 1125-01
on 0 20 40 80
W DESIGNED BY: KJB
SCALE: 1"=40'
kellybell DRAWN BY: JJB
by
THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN SHEET
CALL AT LEAST TWO FULL WORKING DAYS
modified BEFORE YOU BEGIN EXCAVATION AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE
C-2
THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING
13.9 N42°18'31 WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
PUT.dwg
DIAL 8-1-1 OR 1-800-STAKE-IT (782-5348) DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY
IN MARICOPA COUNTY: (602) 263-1100 LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. OF 2
112501

ARCHITECTURE
ERWIN |
DEVELOPMENT
LINE OF ROOF
24' - 0" 16' - 0" 6' - 0" 4' - 0" 6' - 0" 4' - 0" 14' - 8" 4' - 0" 4' - 0" 4' - 0" 18' - 0" 16' - 0" 9' - 4" 18' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 6' - 0" 14' - 0" 12' - 0" 14' - 0" 15' - 0" STRUCTURE
BEYOND T.O. PARAPET
6" 6"
J C - B - A HIGH
3' 3' ERWIN ARCHITECTURE & DEVELOPMENT LLC. ASSUMES NO
28' - 6" RESPONSIBILITY ARISING FROM THE UNAUTHORIZED USE OF THESE
EIFS = 3,187 SF 48% PLANS, DRAWINGS, AND NOTES.
CMU = 2,935 SF 45% T.O. PARAPET
THIS DRAWING MAY HAVE BEEN REPRODUCED AT A SIZE
METAL PANEL = 400 SF 7% 27' - 0" DIFFERENT THAN ORIGINALLY DRAWN. ERWIN ARCHITECTURE &
DEVELOPMENT LLC. ASSUMES NO RESPONSIBILITY FOR THE
HEIGHT INCORRECT USE OF SCALE.
TOTAL = 6,522 SF
DO NOT DISTRIBUTE, MODIFY, OR PUBLISH THESE PLANS WITHOUT
PRIOR AUTHORIZATION FROM ERWIN ARCHITECTURE &
BLDG DEVELOPMENT LLC. ERWIN ARCHITECTURE & DEVELOPMENT LLC.
RETAINS OWNERSHIP OF ALL DRAWINGS.
MAX
0" CONTACTS:
-
30'
1395' - 0" OWNER
SES WAFFLE FLOWER CRAFTS LLC.
LEVEL 1 CONTRACTOR
CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ 0' - 0" AT MERIDIAN
6" DALLIN HAWS
-
1' DALLIN@ATMERIDIAN.COM
Low Grade (P) 480.830.8122
1392' - 0"
C -3' - 0"
ARCHITECT
NORTH ELEVATION ERWIN ARCHITECTURE & DEVELOPMENT, LLC.
1 WILLIAM ERWIN, AIA, LEED AP
1" = 10'-0" WILL@ERWINARCHITECTURE.COM
(P) 602.677.8372
STRUCTURAL ENGINEER
SUNTEC
4' - 2 1/2" 16' - 0" 8' - 0" 4' - 0" 4' - 0" 16' - 0" 4' - 0" 4' - 0" 27' - 9 5/8" 8' - 0" 4' - 0" 8' - 0" 22' - 0" 4' - 0" 4' - 0" 4' - 0" 41' - 4" 4' - 0" 4' - 0" 16' - 0" 4' - 0" 4' - 0" 9' - 8" VALERIE GRANGER, PE, SE
VALERIE@SUNTECCONCRETE.COM
G F 6" (P) 602.997.0937
6" J 0" - F H B A C F
- - 1'
3' 2' 6" MEP ENGINEER
- T.O. PARAPET ARDEBILI ENGINEERING LLC
1'
EIFS = 3,080 SF 50% 27' - 0" HICHAM KHACHANE
CMU = 2,425 SF 40% CJ CJ CJ CJ HICHAM@ARDEBILIENG.COM
(P) 480.626.7072
METAL PANEL = 600 SF 10%
LANDSCAPE ARCHITECT
HILLMAN WORKSHOP
TOTAL = 6,105 SF HEIGHT
AARON HILLMAN
6" AARON@HILLMANWORKSHOP.COM
- BLDG (P) 480.686.2001
28'
MAX
CIVIL ENGINEER
0"
- KBELL ENGINEERING
30' KELLY BELL, P.E.
KBELL@KBELLENG.COM
1395' - 0" (P) 602.980.8246
LEVEL 1
0' - 0"
SHEET ISSUE/REV:
D E 6"
-
1' NO. DESCRIPTION DATE
SOUTH ELEVATION
2
1" = 10'-0"
2' - 8" 4' - 8" 16' - 0" 4' - 0" 4' - 0" 8' - 0" 4' - 0" 6' - 0" 4' - 0" 29' - 4"
T.O. PARAPET
HIGH F B C J A H
28' - 6" 6" T.O. PARAPET
EIFS = 1,072 SF 50% -
3' 27' - 0"
CMU = 974 SF 45.5%
CJ
METAL PANEL = 100 SF 4.5%
TOTAL = 2,146 SF
E
FOR
LEVEL 1
0' - 0"
Grade NOT
-0' - 6" CONSTRUCTION
EAST ELEVATION
3
1" = 10'-0"
3' - 4 1/2" 8' - 0" 18' - 7 1/2" 12' - 0" 6' - 0" 4' - 0" 4' - 0" 16' - 0" 8' - 0"
6"
H J A B - C F
3' Owner WAFFLE FLOWER CRAFTS
MATERIAL LEGEND EIFS = 1,146 SF 50% T.O. PARAPET
Proj. Name WAFFLE FLOWER EXPANSION
CMU = 1,045 SF 46% 27' - 0"
PAINTED MASONRY WALL - COLOR SW METAL PANEL = 100 SF 4%
A
ALABASTER SW 7008
TOTAL = 2,291 SF ELEVATIONS
EIFS CLADDING SYSTEM - COLOR SW
B
IRON ORE SW 7069
C METAL PANEL CLADDING - WESTERN STATES
T-GROOVE COLOR SW 0015 GALLERY GREEN Project Number QC01
10' - 0"
D FIXED INSULATED WINDOW
Date 5/29/26
0"
PAINTED METAL CANOPY FASCIA - COLOR SW -
E
0015 GALLERY GREEN 14'
F DASH LINE OF MECH UNIT SCREENED
BEHIND PARAPET. SHALL BE SCREENED
TO THE FULL HEIGHT OF THE UNIT. LEVEL 1
CJ 0" CJ CJ 0' - 0" A200
G BUILDING ADDRESS - 4'
H 2" EIFS CORNICE REVEAL Low Grade
-3' - 0" Scale
8X8 SCORED MASONRY BLOCK TO As indicated
J WEST ELEVATION
CREATE CORNICE VARIATION 4
1" = 10'-0"

ARCHITECTURE
ERWIN |
DEVELOPMENT
BLACK METAL ROLLING GATE MASONRY
W/ COMPOSITE WOOD INFILL CLAD PILASTER
ERWIN ARCHITECTURE & DEVELOPMENT LLC. ASSUMES NO
0" RESPONSIBILITY ARISING FROM THE UNAUTHORIZED USE OF THESE
- PLANS, DRAWINGS, AND NOTES.
8'
THIS DRAWING MAY HAVE BEEN REPRODUCED AT A SIZE
DIFFERENT THAN ORIGINALLY DRAWN. ERWIN ARCHITECTURE &
DEVELOPMENT LLC. ASSUMES NO RESPONSIBILITY FOR THE
VARIES, SEE PLAN INCORRECT USE OF SCALE.
FD KNOX BOX. VERIFY
LOCATION W/ FD DO NOT DISTRIBUTE, MODIFY, OR PUBLISH THESE PLANS WITHOUT
PRIOR AUTHORIZATION FROM ERWIN ARCHITECTURE &
DEVELOPMENT LLC. ERWIN ARCHITECTURE & DEVELOPMENT LLC.
RETAINS OWNERSHIP OF ALL DRAWINGS.
GATE DETAIL - 54TH ST
4
1/8" = 1'-0"
CONTACTS:
OWNER
WAFFLE FLOWER CRAFTS LLC.
ENTRY LIGHT BLACK METAL MASONRY
FIXTURE ROLLING GATE CLAD PILASTER CONTRACTOR
AT MERIDIAN
DALLIN HAWS
DALLIN@ATMERIDIAN.COM
(P) 480.830.8122
0"
- ARCHITECT
8'
ERWIN ARCHITECTURE & DEVELOPMENT, LLC.
WILLIAM ERWIN, AIA, LEED AP
WILL@ERWINARCHITECTURE.COM
30' - 0" (P) 602.677.8372
FD KNOX BOX. VERIFY
LOCATION W/ FD STRUCTURAL ENGINEER
SUNTEC
GATE DETAIL - THOMAS RD VALERIE GRANGER, PE, SE
3 VALERIE@SUNTECCONCRETE.COM
1/8" = 1'-0" (P) 602.997.0937
MEP ENGINEER
ARDEBILI ENGINEERING LLC
HICHAM KHACHANE
HICHAM@ARDEBILIENG.COM
NOTE: PARKING COVER
(P) 480.626.7072
SHALL BE PAINTED
ALABASTER SW 7008 MTL DECKING
LANDSCAPE ARCHITECT
18' - 0" COVER
HILLMAN WORKSHOP
AARON HILLMAN
AARON@HILLMANWORKSHOP.COM
(P) 480.686.2001
RENDER VIEW LOOKING NW
CIVIL ENGINEER
STEEL CHANNEL KBELL ENGINEERING
KELLY BELL, P.E.
STEEL BEAM KBELL@KBELLENG.COM
(P) 602.980.8246
5"
-
10'
SHEET ISSUE/REV:
NO. DESCRIPTION DATE
PARKING COVER SECTION
2
1/4" = 1'-0"
FOR
R
30'
-
0"
RENDER VIEW LOOKING NE
NOT
CONSTRUCTION
R
18'
-
MASONRY CLAD 9"
PILASTER. EL DORADO
STONE CARMELO VENEER
2' - 0"
8"
0"
-
2'
8"
ENLARGED WALL PLAN 40' - 0" PILASTER SPACING TYP
Owner WAFFLE FLOWER CRAFTS
Proj. Name WAFFLE FLOWER EXPANSION
MASONRY CLAD 30' RADIUS
7'-0" TALL BROWN PILASTER. EL DORADO SITE DETAILS
PAINTED ACCESS STONE WALL CAP TO SAND FINISH STUCCO TOW EL 1408' STONE CARMELO VENEER
GATE W/ DECORATIVE MATCH EL DORADO STONE WALL PAINTED
6" STONE HEADER. CARMELO VENEER ALABASTER SW 7008
Project Number QC01
0"
2' - 0" -
6'
TYP Date 7/17/26
0" 0"
- - 7' 6" 0"
8' - -
1' 2'
LINE OF PLANTER WALL
EXISTING
40' - 0" PILASTER SPACING TYP A101
GRADE
SITE WALL COLOR ELEV
1
1/8" = 1'-0"
Scale As indicated

Citizen Participation Report for AZ Waffle Flower Crafts
Case # ZON26-00943
September 29, 2026
Overview: This report provides results of the implementation of the Citizen Participation Plan for
AZ Waffle Flower Crafts. This site is located at 5318 E Thomas Rd. Mesa, AZ 85215, at the
northwest corner of Thomas Rd. and 54th St. The application is for the property to be rezoned
from RS-90 to LI (Light Industrial). This report provides evidence that citizens, neighbors, public
agencies, and interested persons have had adequate opportunity to learn about and comment
on the proposed plans and actions addressed in the application. Comments, sign-in lists,
petitions, letters, summary sheets, and other materials are attached.
Contact: Citizen Participation Plan Coordinator
Garret Clifford,
5454 E Redmont Cir.
Mesa, AZ 85215
(602 582-5257)
Email:
Garret@atmeridian.com
Neighborhood Meetings: The following are dates and locations of all meetings where
citizens were invited to discuss the proposal (comments, sign in lists and other feedback
are attached);
1. 5/7/2026 – In Person Meeting and Online Microsoft Teams Video Conference
Call. 3 P.M. to 4 P.M. – 0 citizens in attendance
2. 5/21/2026 – In Person Meeting and Online Microsoft Teams Video Conference
Call. 3 P.M. to 4 P.M. – 0 citizens in attendance
Correspondence and Telephone Calls:
1. 1st letters mailed to contact list (1,000 feet of the subject site), including homes,
apartments, HOAs, schools, Neighborhood Associations and businesses on
4/21/2026 (see attached list and example of materials mailed).
2. In Person and Onlinexhibie Microsoft Teams Video Conference Call held
5/7/2026 at 3PM. No invitees attended within the time limit.
3. Phone Calls and Emails received prior to the citizen meeting, all which are in
favor of the development. See names and comments below.
4. Final letters mailed to contact list (1,000 feet of the subject site), including homes,
apartments, HOAs, schools, Neighborhood Associations and businesses on
9/29/2026 (see attached list and example of materials mailed).
Results:
There were 42 persons on the contact list as of the date of this Citizen Participation Report
(see attached below)

1. Summary of concerns, issues, and problems:
a. One neighbor in favor of the project asked how rain and water retention would
be handled on site
2. How concerns issues and problems were addressed:
a. The one question above was solved via email through explaining that the site
will self-retain all rain and water retention with two large retention basins. The
grading and drainage plan was shared as further evidence.
3. Concerns, issues and problems not addressed and why:
a. None.
[All materials such as sign-in lists, comments, and petitions received shall be
uploaded to the record for the case.]
Best Regards,
Garret Clifford, Citizen Participation Plan Coordinator
602-582-5257
Garret@atmeridian.com
5454 E Redmont Cir. Mesa, Arizona 85215

Exhibit “A”
All Names Provided by the City of Mesa

Exhibit “B”
Neighbors Engagement and Comments

Exhibit “C”
Original Citizen Participation Plan Notice
Citizen Participation Plan for Waffle Flower Crafts Headquarters
CASE # PRS25-00699
April 21, 2026
Dear Neighbor,
This letter is to notify you that a Citizen Participation Meeting will take place May 7th, 2026 via a video-
conferencing call at 3:00 PM regarding the property at 5318 E Thomas Rd. and its efforts to opt-in to the
Light Industrial Code within the City of Mesa.
Purpose: The purpose of this Citizen Participation Meeting is to inform citizens, property owners,
neighborhood associations, agencies, schools, and businesses in the vicinity of the site of an application
for the Waffle Flower Crafts Headquarters development. This site is located at APN# 141-38-046 and
APN# 141-38-044, in Mesa, AZ 85215, northwest corner of Thomas Rd. and 54th St. and have submitted
a rezoning application for the property to be rezoned from RS-90 to LI (Light Industrial). The new zoning
will allow for the development of a 14,000 square foot building to serve as the Waffle Flower Crafts
office headquarters and light manufacturing center. This plan will ensure that those affected by this
application will have an adequate opportunity to learn about and comment on the proposal.
Contact:
Garret Clifford
5454 E Redmont Cir. Mesa, AZ 85215
602-582-5257
Garret@atmeridian.com
Pre-Submittal Conference: The Pre-submittal Conference with City of Mesa Development Services staff
was held on September 23, 2025. Staff reviewed the application and recommended that adjacent
residents, the Mesa School District, 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 half mile of the project.
a. Interested neighbors – focused on 1,000 feet from site, but may include more.
b. Mesa Public School District, in writing, with copies to American Leadership
Academy Mesa, who may be affected by this application.
2. All persons listed on the contact list will receive a letter describing the project, project schedule,
site plan, and invitation to 2 neighborhood meetings, to be held at 5454 E Redmont Cir. Mesa,
AZ 85215 or via a virtual conference link.

a. The first 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.
b. The second meeting will be held two weeks later and will include responses to questions
and concerns of the first meeting. A sign-in list and comment cards will be copied to the
City of Mesa Planner.
3. Presentations will be made to groups of citizens or neighborhood associations upon request.
4. Meeting Registration Link is: https://tinyurl.com/5318Thomas
Schedule:
Pre-Submittal Conference – September 29, 2025
Application Submittal – October 30, 2025
First neighborhood meeting – May 7, 2026
Second neighborhood meeting – May 11, 2026 (pending outcome of the first meeting)
Submittal of Citizen Participation Report and Notification materials – May 21, 2026
Final Notification Letters sent out – September 29, 2026
Submission of the Citizen Participation Report to City of Mesa Staff – September 29, 2026
Planning and Zoning Board Hearing – October 14,2026
Best Regards,
Garret Clifford, Citizen Participation Plan Coordinator
602-582-5257
Garret@atmeridian.com
5454 E Redmont Cir. Mesa, Arizona 85215

Exhibit “D”
Final Citizen Participation Plan Notice
Citizen Participation Plan for Waffle Flower Crafts Headquarters
Case # ZON26-00943
Dear Neighbor,
We apologize for contacting you a second time about our proposed Waffle Flower Crafts facility. This
second notice is required as part of the Mesa City Council approval process. We received no negative
comments in response to our first notice and appreciated the several notes of encouragement from our
neighbors. Thank you for your time and consideration.
We have applied for a rezoning from RS-90 (Residence-90) to LI (Light Industrial) for the property
located at 3720 S 54th St. Mesa, AZ 85215. This request is for development of our new office
headquarters for Waffle Flower Crafts. The case number assigned to this project is ZON25-00943.
This letter is being sent to all property owners within 1000 feet of the property at the request of the City
of Mesa Planning Division. Enclosed for your review is a copy of the site plan and elevations of the
proposed development. If you have any questions regarding this proposal, please call my Citizen
Participation Coordinator, Garret Clifford with A.T. Meridian Construction at 602 582 5257 or e-mail
garret@atmeridian.com.
This application will be scheduled for consideration by the Mesa Planning and Zoning Board at their
meeting held on October 14th, 2026 in the Mesa City Hall located at 20 East Main Street. The meeting
will begin at 4:00 p.m. You are invited to attend this meeting and provide any input you may have
regarding this proposal.
The public can attend the meeting either in-person or electronically and telephonically. The live
meeting may be watched on local cable Mesa channel 11, online at Mesa11.com/live or
www.youtube.com/user/cityofmesa11/live, or listened to by calling 888-788-0099 or 877-853-5247
(toll free) using meeting ID 825 0808 5605 and following the prompts.
If you want to provide a written comment, 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 in person at the meeting, please complete a blue speaker comment card upon arrival at
Mesa City Hall and provide to City Staff prior to the start of the meeting.

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 Tulili Tuiteleleapaga-Howard of their Planning Division staff.
She can be reached at 480-644-6451 or Tulili.Tuiteleleapaga-Howard@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.
Sincerely,
Garret Clifford, Citizen Participation Plan Coordinator
602 582 5257
garret@atmeridian.com