Zoning Application

Source: Maricopa County CIO, Maricopa County Assessor’s Office 
PROJECT NARRATIVE
DEVELOPMENT OF A TWO SUITE COMERCIAL BUILDING ON VACANT LOTS
1. Project Title:
Thunderbird Project
2. Project information:
Owner:
Sanchez Luis/Maria V
Phone:
6232107179
Address:
13801 N Poppy St El Mirage, AZ 85335
Representative Name: Angelica Armenta
Business Name:
ProCa Design LLC
Address: 
1301 W Washington St. Suite 202, Phoenix, AZ 85034
Phone:
602-606-2885
Email:
angelica@procadesign.com
3. Property information:
Project Address:
13801 N Palm St El Mirage 85335
Subdivision:
El Mirage
Jurisdiction:
El Mirage
Section T.R.:
12 3N 1W
Lot:
7 & 8
Parcel #:
501-27-007A
Zoning: 
UC
Net Size Acreage:
13,729 SF = 0.31 ACRES
Aerial View of Property:

4. Project Summary:
Location:
13801 N Palm St El Mirage 85335
Summary:
The project is located on a 13,729 SF corner lot with double frontage along N Palm St and W 
Thunderbird Rd. The site is zoned as Urban Corridor. The project consists of a two-suite commercial 
building that includes all the required parking for the site. 
The project seeks review and approval of Site and Administrative Design Review. The subject application
is a two-suite building.
Land use Designation & Applicable Plans/Guidelines
Zoning designation: UC
Comp. Plan Designation: Urban Corridor
Project Description.
The Project Site consists of approximately 13,729 square feet and will be supporting a new 2,916 square 
foot building in a vacant lot. The site is a rectangular shaped corner with frontage on N Palm St and W 
Thunderbird Rd.
The proposed project involves a new commercial building including two-suite. The design of a quality 
commercial building evaluated in the context of the surroundings neighborhood. The building consists of
two 1,458 square foot suite areas. The project is designed with stucco sand finish.
All of the parking of the project is provided in site with a total of 6 spaces assigned per suite. The 
proposed parking meets City’s requirements. The driveway is provided on N Palm St. Trash facilities for 
the project are located in the east-north corner of the lot with access throw the alley.
Proposed landscaping includes the addition of plants and ground covering in the parking lot; planting of 
new trees, shrubs and accents plants.
Analysis
Neighborhood Setting and character
The project site is a corner lot in the intersection of N Palm St and W Thunderbird Rd. There are multi-
family residential developments located across de street. And vacant lots adjacent to all the other sides 
of the lot. Land uses on the surroundings are Multiple Residence Districts and Commercials. 
Within the vicinity of the site, buildings are generally low, one to two-story buildings. The project 
proposes development that is consistent with the zoning code development standards.

Site Analysis Photos

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1"=10'
A0
SHEET:
SCALE:
DRAWN BY:
DATE:
No.
Revisions
Date
CONTACT #
RO
09/19/2024
(602) 606 2885
P
A
C
ESIGN
D
SITE   PLAN
SCALE: 1" = 10'-0"
NORTH
0
20'
40'
12128 W THUNDERBIRD RD, EL MIRAGE, AZ 85335,
Suites 100 & 101
EL MIRAGE
12 3N 1W
8-7
501-27-008A-501-27-007A
N/A
UC
PROJECT INFORMATION
OWNER
PROJECT DESCRIPTION
PROJECT ADDRESS:
JURISDICTION:
SECTION T.R.:
LOT.:
PARCEL #:
CONSTRUCTION YEAR:
ZONING:
SANCHEZ LUIS/MARIA V
NEW TWO COMMERCIAL SUITE BUILDING
DEVELOPER:
NAME: PROCADESIGN
PHONE NUMBER: 6026062885
EMAIL ADDRESS: ANGELICA@PROCADESIGN.COM
ADDRESS: 3101 E WASHINGTON ST, PHOENIX, AZ, 85034
PROPERTY LINE.
CENTRAL LINE
SET BACK LINE.
OVERHANG ELECTRIC
OHE
WATER LINE
WL
SEWER LINE
S.L.
RIGHT OF WAY
R/W
BUILDING SETBACK LINE
BSL
OVERHANG
LEGEND
NOT ALL USED
EXISTING
CONCRETE
PROPOSED LANDSCAPE AREA
ACCESSIBLE ROUTE
P.U.E.
PUBLIC UTILITY EASEMENT
NET LOT COVERAGE ALLOWED:
NET LOT COVERAGE PROVIDED:
     NEW BUILDING(17' HEIGHT):
     TOTAL UNDER ROOF:
      NET LOT COVERAGE:
90%
21.24%
2916 SF
3302 SF
24%
PROPOSED PARKING  AREA
KEYNOTES:
1.
DEVELOPMENT PROPERTY LINE
2.
SETBACK LINE
3.
NEW 11'X18' WIDE ADA PARKING SPACE
4.
NEW PARKING SPACE 9'-0" WIDE X 18'-0"
5.
NEW 5' WIDE ADA AISLE
6.
ADA ACCESIBLE RAMP 1:12 SLOPE
7.
10' X 20' VISIBILITY TRIANGLE, MAXIMUM MATURE PLANT
MATERIAL HEIGHT IN VISIBILITY TRIANGLE IS 24"
8.
PROPOSED  TRASH ENCLOSURE PER CITY DETAIL EM-113,
WITH MINIMUM 12' WIDTH AND 10' DEEP, A 3' PEDESTRIAN
ACCESS GATE AND ALSO 4" SAFETY POSTS IN THE REAR
OF THE TRASH BIN, AND CONCRETE SLAB.
9.
EXISTING TREE
10. EXISTING SIDEWALK
11. EXISTING STREETLIGHT
12. EXISTING VERTICAL CURB
13. PROPOSED CONCRETE PAVED DRIVEWAY PER MAG OR
CITY DETAILS
14. NEW 6FT HIGH MASONRY WALL
15. NEW BUILDING SUBJECT OF THIS PROJECT *-17' TOP OF
ROOF
16. 1'-0" VEHICULAR NON-ACCESS EASEMENT (VNAE)
17. NEW TREES SEPARATED 25FT FROM EACH OTHER
18. NEW POLE SIGN LOCATION
19. NEW COMPACT PARKING SPACES (30%) 8'-0" WIDE X 16'-0"
20. 3'H WALL TO SCREEN PARKING
21. 15' X 33" VISIBILITY TRIANGLE
VICINITY MAP:
LOT COVERAGE CALCULATIONS
PARKING CALCULATIONS
EXTERIOR-AREA BUILDING DIMENSIONS:
ANY CHANGE OF USE OR OCCUPANCY OF ANY BUILDING
OR 
BUILDINGS, 
INCLUDING 
ADDITIONS 
THERETO
REQUIRING MORE PARKING, SHALL NOT BE PERMITTED
UNTIL SUCH ADDITIONAL PARKING SPACES AS REQUIRED
BY THIS CHAPTER ARE FURNISHED.
NOTE:
NO. OF FLOORS
ANY FIRE ACCESS ROAD SHALL BE DESIGNED TO
HANDLE 75,000 LBS.
SUITE 100 - 1,458 SQ.FT. - CONSTRUCTION TYPE VB
SUITE 101 - 1,458 SQ.FT. - CONSTRUCTION TYPE VB
KEY NOTES

BUILDING CODES
ABBREVIATIONS
WHERE SPECIFIC INSTRUCTIONS IN THESE SPEC'S REQUIRE THAT A PARTICULAR
PRODUCT AND/OR MATERIAL (S) BE INSTALLED AND/OR APPLIED BY AN APRV'D
APPLICATOR OF THE MANUFACTURER, IT SHALL BE THE SUBCONTRACTOR'S
RESPONSIBILITY TO ENSURE THE WORK BE DONE BY AND APPROVED APPLICATOR.
DIMENSION NOTE: IN GENERAL, DIMENSIONS ON ARCHITECTURAL SHEETS SHALL BE
CONSIDERED ROUGH (NOT FINISHED) AND NOMINAL (NOT ACTUAL).
BUILDER SHALL BE RESPONSIBLE TO INTERPRET DIMENSIONING SO AS TO PROVIDED
FOR CRITICAL FINISHED DIMENSIONS WHERE APPLICABLE, AND SHALL JUSTIFY
PARTIAL DIMENSIONS STRINGS WITH OVERALL DIMENSION STRINGS.
ALL MATERIALS AND/OR SIZES ARE THOSE SPECIFIED BY EITHER THE BUILDER OR
PROJECT ENGINEER. ALL DESIGNS, MATERIALS, & PROCEDURES ARE THOSE OF THE
CLIENT AND OR BUILDER.
MINIMUM MATERIAL SPECIFICATIONS PER ATTACHED SHEET (S)
ALL REFERENCES TO AND DRAWINGS OF "EXISTING CONSTRUCTION" ARE BASED ON
DRAWINGS PROVIDED TO TECHNE  DESIGN BY OWNER
INDIVIDUAL SUB-CONTRACTORS AND/OR ENGINEERS SHALL BE SOLELY RESPONSIBLE
FOR THE ACCURACY & CONSISTENCY OF THEIR RESPECTIVE CONSTRUCTION
DOCUMENTS INCLUDED IN THIS SET.
DETAILS ON THE STRUCTURAL DRAWINGS ARE TYPICAL. NOTES AND DETAILS ON
DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.
WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR
WORK ON THE PROJECT.
VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS.
SUMMARY OF WORK
ARCHITECTURAL SYMBOLS
SECTION INDICATOR
DETAIL REFERENCE
ELEVATION NODE
NOTE MARKER
OFFSET REFERENCE
SECTION INDICATOR
SHEET NUMBER
DETAIL NUMBER
SHEET NUMBER
ELEVATION HEIGHT
ELEVATION LOCATION
NOTE INDICATOR
NOTE NUMBER
DIFFERENCE IN FLOOR LEVEL
THUNDERBIRD PROJECT
2018 INTERNATIONAL BUILDING CODE
2010 ADA STANDARDS FOR ACCESSIBLE DESIGN
2018 INTERNATIONAL RESIDENTIAL CODE
2018 INTERNATIONAL FIRE CODE
2018 INTERNATIONAL ENERGY CONSERVATION CODE
2018 INTERNATIONAL MECHANICAL CODE
2018 INTERNATIONAL FUEL GAS CODE
2018 INTERNATIONAL EXISTING BUILDING CODE
2018 INTERNATIONAL CODE COUNCIL PERFORMANCE CODE
2018 PHOENIX BUILDING CONSTRUCTION CODE- ADMINISTRATIVE PROVISIONS
2018 UNIFORM PLUMBING CODE OR 2018 INTERNATIONAL PLUMBING CODE**
2018 INTERNATIONAL SWIMMING POOL AND SPA CODE
2017 NATIONAL ELECTRICAL CODE / NFPA-70
ASME A17.1-2016, SAFETY CODE FOR ELEVATORS AND ESCALATORS.
ASME A17.3-2015, SAFETY CODE FOR EXISTING ELEVATORS AND ESCALATORS
ASME A17.6-2010, SAFETY CODE FOR ELEVATORS AND ESCALATORS
ASME A18.1-2014, SAFETY STANDARDS FOR PLATFORM LIFTS AND STAIRWAY CHAIRLIFTS
ASME A17.7-2007, PERFORMANCE-BASED SAFETY CODE FOR ELEVATORS AND ESCALATORS.
*WITH THE CITY OF EL MIRAGE CODES AND AMENDMENTS
CS
SHEET INDE;
CS:
A0:
A0.1:
A1
A1.2
COVER SHEET
SITE PLAN
CONTEXT PLAN
FLOOR PLAN
ELEVATIONS
ABV
ABOVE
ADJ
ADJUSTABLE / ADJACENT
A/C
          AIR CONDITIONING
ADD'L 
ADDITIONAL
AFF
ABOVE FINISHED FLOOR
ALT
ALTERNATE
AB
ANCHOR BOLT
ARCH          ARCHITECTURAL
AUTO
AUTOMATIC
BLW
BELOW
BM
BEAM
BRG
BEARING
BTWN
BETWEEN
BLK
BLOCK
BLKG
BLOCKING
BTM
BOTTOM
B/O
BOTTOM OF
BLDG
BUILDING
BSL
BUILDING SETBACK LINE
CAB
CBBINET
CFH
CUBIC FEET PER HOUR
CL
CENTER LINE
CLG
CEILING
CLG HT
CEILING HEIGHT
CTR
CENTER
CLR
CLEAR (ANCE)
CLO
CLOSET
CM
CULTURED MARBLE
COL
COLUMN
COMB
COMBUSTION
CONC
CONCRETE
CPT
CARPET
CMU
CONCRETE MASONRY UNIT
CONST        CONSTRUCTION
CONT
CONTINUOUS OR CONTINUE
CJ
          CONTROL JOIN
CT
CIRCLE TOP / FULL ARCH TOP WINDOW
d
DEEP / DEPTH
DTL
DETAIL
DIAG
DIAGONAL
DIA
DIAMETER
DIM
DIMENSION
DISP
DISPOSAL
DIV
DIVISION
DR
DOOR
DWG
DRAWING
DN
DOWN
ELECT
ELECTRIC (AL)
ELEV
ELEVATION
EA
EACH
EB
EYE BROW / EYEBALL
EJ
EXPANSION JOINT
EQ
EQUAL
EQUIP
EQUIPMENT
EXH
EXHAUST
EXIST          EXISTING
EXT
EXTERIOR
FAU
FORCED AIR UNIT
FIN
FINISH
FX
FIXED (PICTURE) WINDOW
FR
FRENCH
FLR
FLOOR
FD
FLOOR DRAIN
FLOUR      FLUORESCENT
FT
FOOT / FEET
FTG
FOOTING
FND
FOUNDATION
FURR
FURRED (ING)
FOS
FACE OF STUD
FG
FINISH GRADE
FJ
FLOOR JOIST
GA
GAUGE
GALV
GALVANIZED
GC
GENERAL
CONTRACTOR
GL
GLASS, GLAZING
GL BLK
GLASS BLOCK
GYP BD
GYPSUM BOARD
GYP
GYPSUM
GI
GALVANIZED IRON
HDW
HARDWARE
HDR
HEADER
HVAC
HEATING / VENTING/AIR CONDITIONING
HC
HOLLOW CORE / HANDYCAP
h
HIGH
HT
HEIGHT
HOR
HORIZONTAL
HB
HOSE BIBB
HR
HOUR
IN
INCH
INCL
INCLUDE (ED) (ING)
INSUL 
INSULATE/ 
INSULATION
INT
INTERIOR
KIT
KITCHEN
LAV
LAVATORIY
LDY
LAUNDRY
LIN
LINEN
LVR
LOUVER
LTG
LIGHTING
MFR
MANUFACTURE (R)
MAS
MASONRY
MO
MASONRY OPENING
MTL
MATERIAL / METAL
MAX
MAXIMUM
MECH
MECHANIC (AL)
MC
MEDICINE CABINET
MIN
MINIMUM
MISC
MISCELLANEOUS
NTS
NOT TO SCALE
o/c
ON CENTER
OBS
OBSCURE
OPT
OPTION (AL)
OH
OVERHEAD
OPNG
OPENING
PNL
PANEL
PBD
PARTICLE BOARD
PH
TELEPHONE
PL
PLATE
PT
PRESSURE TREATED PLB PLUMBING
PLY
PLYWOOD
PVC
POLYVINYL CHLORIDE
PRV
PRESSURE RELIEF VALV
PSF 
POUNDS PER SQUARE FOOT
PSI
POUNDS PER SQUARE INCH
PL
PROPERTY LINE
PR
PAIR
RAD
RADIOUS
REC
RECEPTACLE
REF
REFRIGERATOR
REINF
REINFORCE (D) (ING)
R/A
RETURN AIR
RM
ROOM
RO
ROUGH OPENING
R&S
ROD AND SHELF
SCH
SCHEDULE
SECT
SECTION
SGD
SLIDING GLASS DOOR
SH
SINGLE HUNG WINDOW
SHWR
SHOWER
SHT
SHEET
SIM
SIMILAR
SOF
SOFFIT
SC
SOLID CORE
SPEC
SPECIFICATION
SQ
SQUARE
STD
STANDARD
STL
STEEL
STRUCT
STRUCTURAL
SYS
SYSTEM
SHTG
SHEATHING
TV
TELEVISION
TEMP
TEMPERED / 
TEMPERATURE
THK
THICK (NESS)
THRES
THRESHOLD
T.R.
TO REMAIN
T&G
TONGUE AND GROOVE
T/O
TOP OF
TYP
TYPICAL
UNO
UNLESS NOTED OTHERWISE
VER
VERTICAL
VEST
VESTIBULE
VIF
VERIFY IN FIELD
VP
VAPOR ROOF
VTR
VENT THROUGH ROOF
WC
WATER CLOSET
WP
WATER PROOF (ING)
w
WIDE / WIDTH
w/
WITH
WNDW
WINDOW
w/o
WITHOUT
WD
WOOD
WH
WATER HEATER
xo / xox
HORIZONTAL SLIDING WINDOW
                     X = OPERABLE,
O = FIXED
SHEET:
SCALE:
DRAWN BY:
DATE:
No.
Revisions
Date
CONTACT #
RO
09/19/2024
(602) 606 2885
P
A
C
ESIGN
D
PHONE #: (602)-606-2885
STRUCTURAL AND ARCHITECTURAL DESIGNS
EMAIL:angelica@procadesign.com

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1"=10'
A0
SHEET:
SCALE:
DRAWN BY:
DATE:
No.
Revisions
Date
CONTACT #
RO
09/19/2024
(602) 606 2885
P
A
C
ESIGN
D
SITE   PLAN
SCALE: 1" = 10'-0"
NORTH
0
20'
40'
12128 W THUNDERBIRD RD, EL MIRAGE, AZ 85335,
Suites 100 & 101
EL MIRAGE
12 3N 1W
8-7
501-27-008A-501-27-007A
N/A
UC
PROJECT INFORMATION
OWNER
PROJECT DESCRIPTION
PROJECT ADDRESS:
JURISDICTION:
SECTION T.R.:
LOT.:
PARCEL #:
CONSTRUCTION YEAR:
ZONING:
SANCHEZ LUIS/MARIA V
NEW TWO COMMERCIAL SUITE BUILDING
DEVELOPER:
NAME: PROCADESIGN
PHONE NUMBER: 6026062885
EMAIL ADDRESS: ANGELICA@PROCADESIGN.COM
ADDRESS: 3101 E WASHINGTON ST, PHOENIX, AZ, 85034
PROPERTY LINE.
CENTRAL LINE
SET BACK LINE.
OVERHANG ELECTRIC
OHE
WATER LINE
WL
SEWER LINE
S.L.
RIGHT OF WAY
R/W
BUILDING SETBACK LINE
BSL
OVERHANG
LEGEND
NOT ALL USED
EXISTING
CONCRETE
PROPOSED LANDSCAPE AREA
ACCESSIBLE ROUTE
P.U.E.
PUBLIC UTILITY EASEMENT
NET LOT COVERAGE ALLOWED:
NET LOT COVERAGE PROVIDED:
     NEW BUILDING(17' HEIGHT):
     TOTAL UNDER ROOF:
      NET LOT COVERAGE:
90%
21.24%
2916 SF
3302 SF
24%
PROPOSED PARKING  AREA
KEYNOTES:
1.
DEVELOPMENT PROPERTY LINE
2.
SETBACK LINE
3.
NEW 11'X18' WIDE ADA PARKING SPACE
4.
NEW PARKING SPACE 9'-0" WIDE X 18'-0"
5.
NEW 5' WIDE ADA AISLE
6.
ADA ACCESIBLE RAMP 1:12 SLOPE
7.
10' X 20' VISIBILITY TRIANGLE, MAXIMUM MATURE PLANT
MATERIAL HEIGHT IN VISIBILITY TRIANGLE IS 24"
8.
PROPOSED  TRASH ENCLOSURE PER CITY DETAIL EM-113,
WITH MINIMUM 12' WIDTH AND 10' DEEP, A 3' PEDESTRIAN
ACCESS GATE AND ALSO 4" SAFETY POSTS IN THE REAR
OF THE TRASH BIN, AND CONCRETE SLAB.
9.
EXISTING TREE
10. EXISTING SIDEWALK
11. EXISTING STREETLIGHT
12. EXISTING VERTICAL CURB
13. PROPOSED CONCRETE PAVED DRIVEWAY PER MAG OR
CITY DETAILS
14. NEW 6FT HIGH MASONRY WALL
15. NEW BUILDING SUBJECT OF THIS PROJECT *-17' TOP OF
ROOF
16. 1'-0" VEHICULAR NON-ACCESS EASEMENT (VNAE)
17. NEW TREES SEPARATED 25FT FROM EACH OTHER
18. NEW POLE SIGN LOCATION
19. NEW COMPACT PARKING SPACES (30%) 8'-0" WIDE X 16'-0"
20. 3'H WALL TO SCREEN PARKING
21. 15' X 33" VISIBILITY TRIANGLE
VICINITY MAP:
LOT COVERAGE CALCULATIONS
PARKING CALCULATIONS
EXTERIOR-AREA BUILDING DIMENSIONS:
ANY CHANGE OF USE OR OCCUPANCY OF ANY BUILDING
OR 
BUILDINGS, 
INCLUDING 
ADDITIONS 
THERETO
REQUIRING MORE PARKING, SHALL NOT BE PERMITTED
UNTIL SUCH ADDITIONAL PARKING SPACES AS REQUIRED
BY THIS CHAPTER ARE FURNISHED.
NOTE:
NO. OF FLOORS
ANY FIRE ACCESS ROAD SHALL BE DESIGNED TO
HANDLE 75,000 LBS.
SUITE 100 - 1,458 SQ.FT. - CONSTRUCTION TYPE VB
SUITE 101 - 1,458 SQ.FT. - CONSTRUCTION TYPE VB
KEY NOTES

1"=10'
A0.1
SHEET:
SCALE:
DRAWN BY:
DATE:
No.
Revisions
Date
CONTACT #
RO
09/19/2024
(602) 606 2885
P
A
C
ESIGN
D
CONTEXT  PLAN
SCALE: 1" = 20'-0"
NORTH

3068
3068
3068
SUITE B
MEN'S
RESTROOM
WOMEN'S
RESTROOM
3880
3080
3068
3068
3068
SUITE B
MEN'S
RESTROOM
WOMEN'S
RESTROOM
3880
3080
3080
3080
CMU WALL
METAL MATERIAL
PER PLAN
A1
SHEET:
SCALE:
DRAWN BY:
DATE:
No.
Revisions
Date
CONTACT #
RO
09/19/2024
(602) 606 2885
P
A
C
ESIGN
D
NORTH
SCALE: 1/4" = 1'-0"
LEGEND:
SOFFIT
2X6 WALL
2X4 WALL
AREAS
SUITE 1
1,458
  SQ. FT.
SUITE 2
1458
  SQ. FT.
TOTAL
2,916
  SQ. FT.
A.
DIMENSION OF FLOOR PLAN ARE SHOWN TO FACE OF STUD TYPICALLY.  CONTRACTOR TO
VERIFY ROUGH OPENINGS REQUIREMENTS OF ALL DOOR AND WINDOWS UNITS PRIOR TO
START OF CONSTRUCTION. CEILINGS AND WALLS  SHALL BE ONE LAYER 1/2 INCH GYP
BOARD, GARAGE 
WALLS TO SHALL BE 5/8 INCH GYP BOARD .
B.
ALL EXTERIOR AND ENTRY DOORS TO BE SOLID CORE 1 3/4 INCH THICK.
C.
ALL INTERIOR DOOR TO BE HOLLOW  CORE 1 3/8 INCH THICK ( REFER PLAN FOR SIZE)
D.
ALL CEILING PER SECTION AND ELEVATION .
E.
ALL EXTERIOR WALLS AROUND LIVABLE FLOOR SPACE, WALL BETWEEN GARAGE AND
LIVABLE FLOOR SPACE SHALL RECEIVE MINIMUM  R-13 INSULATION IN 2X4 WALLS AND R-19
IN 2X6 WALLS.
F.
ALL DOORS AND WINDOWS GLAZING SHALL MEET THE REQUIREMENT OF THE 2012 IRC.
G.
SHOWER AREA WALL SHALL BE FINISHED WITH APPROVED 'CEMENT',  FIBER-CEMENT', OR
'GLASS MAT GYPSUM' .
H.
COORDINATE CLOSET ROD AND SHELF WITH BUILDER.
I.
REFER TO GENERAL STRUCTURAL NOTES (PAGE GSN) FOR MATERIAL SPECIFICATIONS.
J.
REFER TO PLUMBING PLAN FOR PLUMBING FIXTURES CALCULATIONS.
K.
REFER TO ELECTRICAL PLAN FOR OUTLETS SWITCHES AND LIGHTS LOCATIONS.
L.
REFER TO MECHANICAL PLAN FOR ALL DUCT LOCATIONS AND SPECIFICATIONS OF A/C
WORK.
M.
REFER TO ELEVATIONS AND SECTIONS PLAN FOR SOFFIT HEIGHTS HEADER 
HEIGHTS AND
SLOPES.
N.
CENTER-LINE OF WATER CLOSET SHALL BE A MINIMUM OF 15" FROM ANY VERTICAL
SURFACE OR FIXTURE.
O.
CONCRETE PAD TO SEAT MECHANIC EQUIPMENT
P.
FLAT ARCH SOFFIT SPRING POINT @ +85", TOP OF ARCH @ +97".
Q.
DRYER VENT V.T.R. TO COMPLY WITH CURRENT CODES.
R.
EMERGENCY & RESCUE OPENINGS AT SLEEPING AREAS: NET CLEAR OPENING: 5.7 SQ FT
MIN; NET CLEAR OPENING HEIGHT: 24" MIN.;  NET CLEAR OPENING WIDTH: 20" MIN.;
WINDOW SILL HEIGHT 44" MAX. ABOVE THE FLOOR. (BASED ON R310.21-R310.2.2) .
S.
WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN
200.
T.
WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF NOT GREATER
THAN 450.
U.
FLAME SPREAD INDEX SHALL NOT EXCEED 25 AND SMOKE DEVELOPED INDEX SHALL NOT
EXCEED 450 FOR INSULATION
V.
M1305.1.3 APPLIANCES IN ATTICS. ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED
WITH AN OPENING AND A CLEAR AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO
ALLOW REMOVAL OF THE LARGEST APPLIANCE, BUT NOT LESS THAN 30 INCHES (762 HIGH
AND 22 INCHES (559 MM) WIDE AND NOT MORE THAN 20 FEET (6096 MM) LONG MEASURED
ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE APPLIANCE. THE
PASSAGEWAY SHA11 HAVE CONTINUOUS SOLID FLOORING IN ACCORDANCE WITH CHAPTER 5
NOT LESS THAN 24 INCHES (610 MM) A LEVEL SERVICE SPACE AT LEAST 30 INCHES (762 MM)
DEEP AND 30 INCHES (762 MM) WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE
APPLIANCE WHERE ACCESS IS REQUIRED. THE CLEAR ACCESS OPENING DIMENSIONS SHALL BE
A MINIMUM OF 20 INCHES BY 30 INCHES (508 MM BY 762 MM), AND LARGE ENOUGH TO
ALLOW REMOVAL OF THE LARGEST APPLIANCE.
GENERAL NOTES:
ENVELOPED AREAS SHALL COMPLY WITH THE FOLLOWINGS: FENCES=0.40 MAX U-FACTOR,0.25
MAX SHGC. MIN R-13 AT FRAME WALLS AND FLOORS R-6 @ MASS WALL, R-38 CEILINGS. DUCT
INSULATION LOCATED OUTSIDE THE BUILDING ENVELOPE REQUIRES MINIMUM R-8 AND R-6
WHEN LOCATED IN FLOOR JOISTS. MINIMIZE AIR LEAKAGE.
ENERGY EFFICIENCY:
2X6 @ 16" O.C. EXTERIOR WALLS
2X4 @ 16" O.C. INTERIOR BEARING WALLS
2X4 @ 24" O.C. INTERIOR NON-BEARING WALLS
2X6 @ 24" O.C. INTERIOR PLUMBING WALLS
2X6 @ 16" O.C. EXTERIOR PLUMBING WALLS
NOTES FOR STUDS & WALLS
NORTH
SCALE: 1/2" = 1'-0"

TOP OF PARAPET
F.F.
WINDOW HDR
TOP OF AWNING 
F.F.
TOP OF POLE SIGN
TOP OF SIGN 1
TOP OF SIGN 2
SIGN OF
BUILDING
PER PLAN
A1.2
SHEET:
SCALE:
DRAWN BY:
DATE:
No.
Revisions
Date
CONTACT #
RO
09/19/2024
(602) 606 2885
P
A
C
ESIGN
D
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
A.
ONE(1) COAT STUCCO SYSTEM (ESR-1471) OVER 1" GA SELF-FURRED
WOVEN WIRE FABRIC OVER 1" SUBSTRATE (AS LISTED BELOW) OVER
1-GRADE "D" BUILDING PAPER(U.N.O) SUBSTRATE:
1)
FROM 
TOP 
OF 
SLAB 
TO 
ROOF 
PLATE 
LINE 
1" 
EXPANDED
POLYSTYRENE
2)
ABOVE TOP PLATE:1" INSULATIONS FOAM BOARD,EXCEPTIONS:AT
OPTIONAL CATHEDRAL INSULATION,1" EXPANDED    POLYSTYRENE
SHALL BE USED AT ALL CONDITIONED AREAS BELOW AND ABOVE TOP
PLATE.
B.
MAG ONE-COAT STUCCO COMPLIANCE PROGRAM, ALL ONE-COAT STUCCO
SYSTEMS 
SHALL 
BE 
APPLIED 
BY 
MANUFACTURERS 
APPROVED
INSTALLERS. AN APPROVED WEATHER-RESISTIVE BARRIER SHALL BE
INSTALLED OVER ALL FRAMING AND WOOD BASED SHEATHING.
C.
PROVIDE (2) LAYER 30# FELT FLASHING AT ALL HEADS, JAMBS, AND SILLS
OF WINDOWS AND DOOR OPENINGS. REFER TO TYPICAL DETAIL OF
WINDOW FLASHING
D.
PROVIDE CONTINUOUS SEALANT BEAD WHERE STUCCO ABUTS WINDOWS
AND DOORS FRAME SO AS TO PROVIDE A WEATHER RESISTIVE
BARRIER.REFER TO TYPICAL DETAIL OF WINDOW FLASHING.
E.
PROVIDE CONT. 26 GA. G.I. WEEP SCREED, WITH 3-1/2" VERTICAL NAILING
FLANGE AT +4" ABOVE FINISH GRADE.
F.
SHINGLE ROOF SYSTEM PER ICC. ESR. 1475.
G.
MECHANICAL EQUIPMENT TO BE SCREENED BY WALL +1'-0" ABOVE
HIGHEST MECHANICAL EQUIPMENT.
H.
FOAM ROOF PER IRC R905.14
GENERAL NOTES:
SCALE: 1/2" = 1'-0"
FRONT FACADE
1,435
  SQ. FT.
WINDOWS/DOOR AREA
560
  SQ. FT.
TOTAL OPENINGS
39
%
AREAS
LEGEND:
TRADITIONAL STUCCO PER OWNER CONTRACTOR
SMOOTH STUCCO SYSTEM ESR1471

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A
B
ROW
PL
ROW
W. THUNDERBIRD RD
N. PALM ST
ALLEY
Existing Tree
Protect In Place
ACCENT
SHRUBS
TREES
SYMBOL
NAME
SIZE
QTY.
NOTES
LANDSCAPE LEGEND
Existing
2
5 Gallon
8
Botanical name
COMMON NAME
1,615 SF =
14 TON
Decomposed Granite
12" Screened @ 2" Depth
Color: Pleasant Gold
GROUNDCOVER
Eucalyptus papuana
GHOST GUM
15 Gallon
8'h x 4'w x 1.25 caliper
(per 154.02 (K)(1))
6
Mariosousa willardiana
PALO BLANCO
24" Box
10'h x 4'w x 2.5 caliper
(per 154.02 (K)(1))
2
Pistacia x ‘Red Push’
RED PUSH PISTACHE
24" Box
10'h x 4'w x 2.5 caliper
(per 154.02 (K)(1))
6
Certificate of
Authenticity
Required
5 Gallon
14
5 Gallon
15
5 Gallon
12
Lantana x camara
DALLAS RED
Tecoma 'Red Hot'
RED HOT TECOMA
Viguiera deltoidea
GOLDENEYE
5 Gallon
37
Chrysactinia mexicana
DAMIANITA
25' O.C.
Revisions
OF
Date: 
N
Key Map
1
W THUNDERBIRD RD
Urban
Design
Phone: 480-893-3849  Fax:  480-893-3846
8611 S. Priest Drive, Suite 101 Tempe, AZ 85284
Email: janet@waibel-la.com
Website: www.waibel-la.com
Master
Planning
Consulting
Gardens &
aibel & Associates
andscape  Architecture
WL
SHEET
NUMBER
Thunderbird Project
For:
ProCaDesign / Luis Sanchez
13801 W Thunderbird Rd, Suites 100 & 101
El Mirage, AZ 85335
(602) 606-2885, angelica@procadesign.com
Call at least two full working days
before you begin excavation
Dial 8-1-1 or 1-800-STAKE-IT (782-5348) In
Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
7/10/2024
N EL MIRAGE RD
W PALM
SITE
N GRAND AVE
W VENTURA
1
PRELIMINARY
LANDSCAPE
PLAN
North
10'
0'
10'
20'
1"= 10'-0"
5' LANDSCAPE
SETBACK
[§ 154.102 (X)(4)]
3' CMU BLOCK WALL
10' x 20' SITE
VISIBILITY
TRIANGLE
(DRIVE/MINOR)
[§ 154.102 (N)(1),(2)]
25' MAX
[§ 154.102
(X)(4)]
15' x 33' SITE VISIBILITY
TRIANGLE (MAJOR/MINOR)
[§ 154.102 (N)(1),(2)]
PALM ST
FRONTAGE:
73 LF = 3
REQUIRED
TREES.
[§ 154.102
(W)(1),(2)]
PARKING LOT
LANDSCAPE:
12 SPOTS = 3
REQUIRED TREES.
[§ 154.102 (X)(2)]
EXISTING
6' CMU BLOCK WALL
THUNDERBIRD RD
FRONTAGE: 140 LF = 5
REQUIRED TREES.
[§ 154.102 (W)(1),(2)]
EXISTING PARKING
1.
Landscape areas are defined as all non paved areas disturbed by construction. Slight variations may exist between actual
site conditions and drawings. Contractor shall adjust planting layout as required to maintain plant quantities and design
intent.  For areas over 100 s.f. contact landscape architect for revision to plant layout.
2.
The contractor shall not substitute any plant (in species, variety, or patent) for any plant that is specified in the legend. If
availability is a problem, the contractor shall contact the Owner and the landscape architect to discuss acceptable options.
3.
Coordinate all necessary excavation areas with owner's representative.
4.
Landscape contractor is responsible for all landscape sleeving. Coordinate installation with general contractor.  Verify any
existing sleeves installed by other contractors.
5.
Irrigation and electrical sleeves to be Schedule 40 PVC. All sleeves to extend 6" beyond concrete structures and curbs.
Allow at least 4" - 6" from end of sleeves to first fitting on irrigation lines.  All sleeves to be 24" below grade and/or as per
project details.
6.
Common sleeves may be used for lateral lines and mainlines. Contractor is responsible for adequate size sleeve so all
pipes move freely within the sleeve. Contractor to 'As Built' all sleeve sizes and locations.
7.
Mark back of curbs at sleeve locations by notching the concrete with 1
2"  "V" notch.
8.
Finished grade(s) noted on the landscape plan to be field verified/approved and modified as per architectural civil drawings.
9.
Granular top dressing shall extend under shrubs and be raked uniformly along curbs, sidewalks and walls at a consistent
depth as specified.
10. Landscape contractor to contact the owner's representative before each application of pre-emergent for verification.
Minimum 2 applications are required, one just before spreading d.g. and one after D.G. has been fine raked and leveled.
Applications shall be thoroughly watered in and prior to applying D.G.
11. Retention basins shall be constructed solely from the approved civil plans. Any alteration of the approved design (additional
fill, boulders, etc.) shall require additional final plans, staff review and approval.
12. Refer to specifications for additional requirements not shown on drawings.
13. The Landscape Contractor shall be responsible for the proper care and handling of trees and plants for delivery and
placement in planting pit. Trees that are dropped from trucks or dropped into pits shall be rejected for replacement by the
landscape contractor. If rootballs fall apart during the planting operation the plant shall not be planted.  New plant materials
shall be provided to replace those that rootballs fall apart.
14. Plant containers shall be cut to remove rootballs that are tight in the container. The contractor shall not remove the plant
from the container by the trunk. Rootbound plants and trees shall not be planted unless proper modifications can be made
to the rootball.
15. The Landscape Contractor shall warrant the trees and shrubs for one year from the date they are planted.
Landscape Notes:
Net Lot Size: 13,729 SF (.32 acre)
Landscape Required: 10% of Net Site Area (1,373 SF)
Landscape Provided 11.8% of Net Site Area (1,615 SF)