Site Plan

SITE 
LOCATION
PROJECT DESCRIPTION:
Construction of new commercial building with one two-level tenant suite, and four (4) additional one-level tenant suites.
ADDRESS:
11245 E WARNER RD., MESA, AZ 85212
OWNER:
MMJM VENTURES LLC
PARCEL DATA:
ASSESSOR'S PARCEL NUMBER:
304-33-990D
AUTHORITY HAVING JURISDICTION:
CITY OF MESA
ZONING:
LC, LIMITED COMMERCIAL 
WITH PROPOSED BIZ OVERLAY
FEMA FLOOD ZONE:
LOT SIZE:
42,852 sqft OR 0.98 ACRE
SETBACKS:
FRONT 15'
SIDE
0' ADJACENT TO LC
50' ADJACENT TO RS
REAR
50'
HEIGHT RESTRICTION:
30'
ALLOWED LOT COVERAGE:
80% 
LEGAL DESCRIPTION:
A POR OF WLY 555F OF NLY 941.84F OF NE4 SEC 24 DAF COM N4 COR SD SEC TH S 473F TH E 352.50F TH N 147.63F POB TH CONT N 253.78F TH E 202.54F TH S 
250F TH W 202.50F TPOB P/F 20211044779 EX POR PCL DAF COM N4 COR TH E 555.09F TH S 65.01F TH CONT S 155F POB TH CONT S 95F TH W 110F TH N 50F TH 
E 22.1F TH N 16F TH E 15F TH N 69D 51M E 36F TH N 29D 37M E 19.72F TH E 29F TPOB P/F 20240375813 PER VESTING 20211188795
CITY OF MESA IS THE GOVERNING JURISDICTION WITH ADOPTED CODE:
2018 International Building Code
2018 International Residential Code
2018 International Plumbing Code
2018 International Mechanical Code
2018 International Fuel Gas Code
2018 International Green Construction Code (Optional)
2018 International Energy Conservation Code (Optional)
2018 International Existing Building Code
2017 National Electric Code
ALL CITY/COUNTY AMENDMENTS TO THE ABOVE CODES.
MAIN LEVEL
TENANT 4
= 1,235
TENANT 3
= 1,239
TENANT 2
= 1,239
TENANT 1
= 1,928
DANCE STUDIO
= 4,083
UPPER LEVEL
DANCE STUDIO
= 5,338
MECHANICAL
= 282
COVERED PATIO
= 2,408
GROSS FLOOR AREA
= 15,344
TOTAL UNDER ROOF
= 12,132
ADDITIONAL IMPERVIOUS = 19,115
SURFACES
NET LOT COVERAGE
= 31,247
LOT AREA 
= 42,852
LOT COVERAGE 
= 73%
MAXIMUM LOT COVERAGE = 80%
AREAS: (IN SQUARE FEET)
R
83607
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BENJAMIN D.
HAUGHT
EXPIRES 6/30/2028
RED ROCK CONTRACTORS
2105 N NEVADA ST
CHANDLER, AZ 85225
OFFICE: 480-539-0111
THESE PLANS, DRAWINGS AND 
DESIGNS ARE THE PROPERTY OF RED 
ROCK CONTRACTORS LLC. ALL 
RIGHTS RESERVED AND SHALL NOT 
BE REPRODUCED OR COPIED 
WITHOUT EXPRESS WRITTEN 
CONSENT FROM RED ROCK 
CONTRACTORS LLC UNDER PENALTY 
OF PROSECUTION. THESE PRINTS ARE 
RELEASED FOR CONSTRUCTION AS 
AGREED TO IN THE SALE OF THIS 
DESIGN TO THE HOLDER AT THE 
ADDRESS STATED ON THE PLANS.
PAGE NUMBER
1"
2"
PAGE FORMAT: 24"x36"
1/2"
0
REVISION HISTORY
PROJECT ADDRESS
ISSUED PLAN SETS
Description & Date
2/4/26
2/4/2026 9:35:55 AM
2/4/2026 9:35:55 AM
A-0
COVER
11245 E WARNER RD.
MESA, AZ 85212
RMDC DANCE STUDIO
CONSTRUCTION OF NEW 
COMMERCIAL BUILDING
RMDC DANCE STUDIO
VICINITY MAP
PROJECT DATA
GENERAL NOTES
SHEET INDEX
A-0
COVER
A-1.0
SITE PLAN
A-1.1
ENLARGED SITE PLAN
A-1.2
FOUNDATION BASE EXHIBIT
A-1.9
SITE DETAILS
A-2.0
FLOOR PLAN - LEVEL 1
A-2.1
FLOOR PLAN - LEVEL 2
A-4.0
ELEVATIONS
A-4.1
ELEVATIONS
A-5.3
ISO VIEWS
A-5.4
3D VIEWS
A-6.1
ADA DETAILS
L0.0
LANDSCAPE COVER SHEET
L1.0
LANDSACPE PLAN & LEGEND
ES1
ELECTRICAL SITE PLAN
ES2
PHOTOMETRIC PLAN
ES3
FIXTURE CUTSHEETS
E-1.0
ONELINE/CALCS
E-2.0
SPEC
ABBREVIATIONS
1. RED ROCK CONTRACTORS, LLC. ("RED ROCK") INCLUDES ITS OWNERS, OFFICERS, EMPLOYEES, AND 
CONSULTANTS WHENEVER REFERENCED. ALL RIGHTS ARE RESERVED AND VIOLATIONS WILL BE 
PROSECUTED TO THE FULLEST EXTENT OF THE LAW. THIS PLAN IS THE WORK OF RED ROCK 
CONTRACTORS AND SHALL NOT BE REPRODUCED, COPIED, OR OTHERWISE USED WITHOUT 
WRITTEN PERMISSION. THESE IDEAS, CONCEPTS, SKETCHES, DESIGNS, DETAILS, DRAWINGS AND 
SPECIFICATIONS ARE THE SOLE EXCLUSIVE PROPERTY OF RED ROCK CONTRACTORS.
2. NOTHING CONTAINED WITHIN THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY 
PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN CONSENT 
OF RED ROCK CONTRACTORS. RED ROCK CONTRACTORS ACCEPTS NO RESPONSIBILITY FOR 
INTERPRETATIONS OR RESTRICTIONS THAT MAY BE IMPOSED BY THE HOMEOWNER'S 
ASSOCIATION. ALL LAYOUT DESIGN, MATERIAL PLACEMENT, MATERIAL SPECIFICATIONS, OR 
OTHER ITEMS WITHIN THE HOMEOWNER'S ASSOCIATION'S JURISDICTION HAS BEEN DICTATED 
SOLELY BY THE OWNER.
3. RED ROCK CONTRACTORS IS NOT RESPONSIBLE FOR CHANGES, DELETIONS, SUBSTITUTIONS, OR 
ADDITIONS TO THE PLANS, SPECIFICATIONS, OR PROJECT BY OTHERS.
4. RED ROCK CONTRACTORS MAKES NO REPRESENTATION THAT THE DESIGN MEETS OR INCLUDES 
ALL APPLICABLE BUILDING CODES AND/OR STANDARDS OF THE AUTHORITIES HAVING 
JURISDICTION. PRIOR TO USING THESE CONSTRUCTION DOCUMENTS THE OWNER AND RED 
ROCK CONTRACTORS REPRESENT AND WARRANT THAT THEY HAVE EXAMINED THE LOCAL 
BUILDING CODES AND ACKNOWLEDGE THAT BY USING THESE CONSTRUCTION DOCUMENTS 
THEY ARE JOINTLY AND SEVERALLY RESPONSIBLE TO COMPLY WITH ANY AND ALL APPLICABLE 
LOCAL CODES AND ORDINANCES.
5. CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR TEMPORARY BRACING AND SHORING OF 
ITEMS INCLUDING, BUT NOT LIMITED TO, EXCAVATIONS, TRENCHES, FORMS, AND ERECTED 
STRUCTURES. THE CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED WORK AND NOT THE 
MEANS, METHODS, OR PROCEDURES.
6. CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR ALL SITE CONDITIONS INCLUDING, BUT NOT 
LIMITED TO, SAFETY, SECURITY, AND ENVIRONMENTAL CONCERNS. THIS REQUIREMENT IS NOT 
LIMITED TO EMPLOYEES, SUBCONTRACTORS, WORKING HOURS, OR THE PHYSICAL EXTENTS OF 
THE WORK.
7. THE OWNER SHALL DEFEND, INDEMNIFY, AND HOLD HARMLESS RED ROCK CONTRACTORS 
FROM ALL LIABILITY REGARDING THE DESIGN IN CONNECTION WITH THE PERFORMANCE OF 
WORK EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF RED ROCK 
CONTRACTORS.
8. THE OWNER AND RED ROCK CONTRACTORS ACKNOWLEDGE THAT THESE CONSTRUCTION 
DOCUMENTS INCLUDE CONCEPTS THAT ARE SUBJECT TO THE SITE CONDITIONS. THE SITE 
CONDITIONS MAY REQUIRE MODIFICATIONS TO THE ACTUAL CONSTRUCTION OF THE PROJECT 
TO SATISFY THE INTENT OF THE CONCEPTS.
9. THESE DOCUMENTS ARE NOT APPROVED FOR PERMITTING OR CONSTRUCTION WITHOUT A 
STAMP AND SIGNATURE OF THE ENGINEER IN THE TITLE BLOCK OF EACH SHEET.
10. IF CHANGES ARE REQUESTED OF RED ROCK CONTRACTORS, NEW CONSTRUCTION DOCUMENTS 
MAY BE REQUIRED FOR CONSTRUCTION AND SUBMITTAL TO THE AUTHORITIES HAVING 
JURISDICTION. THE OWNER SHALL PAY FOR RED ROCK'S TIME AND EXPENSE TO PREPARE THE 
CONSTRUCTION DOCUMENTS AND RED ROCK SHALL PROCESS THE PERMITS.
11. BY THE USE OF THESE PLANS, THE USER ACKNOWLEDGES THAT HE/SHE HAS READ AND
12. UNDERSTANDS ALL OF THE INFORMATION INCLUDED HEREIN.
13. REFERENCES IN BRACKETS [...] INDICATE SPECIFIC STANDARDS, CODES, ORDINANCES, 
REGULATIONS AND AMENDMENTS BY THE AUTHORITIES HAVING JURISDICTION.
14. ALL STANDARDS, CODES, ORDINANCES, REGULATIONS AND AMENDMENTS BY THE 
AUTHORITIES HAVING JURISDICTION SHALL BE THE LATEST EDITION UNO ALTHOUGH NO 
GUARANTEE IS MADE THAT REFERENCES IN BRACKETS [...] WILL MATCH THE LATEST EDITION.
ALL CONSTRUCTION SHALL CONFORM TO: 
ICC - INTERNATIONAL CODE COUNCIL (IBC & IRC)
STATE AMENDMENTS TO THE ICC
LOCAL AMENDMENTS TO THE ICC
OTHER REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION
15. CONTRACTORS SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND ENGINEER OF ALL ERRORS, 
OMISSIONS AND/OR CONFLICTS BETWEEN STANDARDS, CODES, ORDINANCES, REGULATIONS, 
AMENDMENTS BY THE AUTHORITIES HAVING JURISDICTION, DRAWINGS, SPECIFICATIONS, 
CONSTRUCTION DOCUMENTS, AND/OR CONTRACT DOCUMENTS. CONTRACTORS SHALL NOT 
PROCEED WITH ANY WORK AFFECTED BY THE ISSUE(S) UNTIL THEY ARE RESOLVED BY THE 
ARCHITECT AND/OR ENGINEER.
16. THE HIERARCHY OF CONTRACT DOCUMENTS SHALL FOLLOW THE AIA 'GUIDE FOR 
SUPPLEMENTARY CONDITIONS' AND HIGHER COST CONDITIONS SHOULD GOVERN WHERE 
CONFLICTS OCCUR.
17. CONTRACTORS SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS AND 
SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND ENGINEER OF ALL DISCREPANCIES PRIOR TO 
STARTING WORK.
18. IF A SPECIFIC DETAIL OR SPECIFICATION IS NOT PROVIDED THEN CONSTRUCTION SHALL BE THE 
SAME AS FOR SIMILAR WORK. CONTRACTORS SHOULD CLARIFY OMISSIONS WITH THE ARCHITECT 
AND ENGINEER.
19. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER CALCULATED DIMENSIONS THAT SHALL 
TAKE PRECEDENCE OVER SCALED DIMENSIONS.
20. SUBCONTRACTORS ARE RESPONSIBLE FOR THEIR OWN SAFETY. ALL SAFETY CONCERNS 
RECOGNIZED BY ANYONE ON THE SITE SHALL BE BROUGHT TO THE ATTENTION OF THE 
GENERAL CONTRACTOR IMMEDIATELY. SAFETY IS EVERYONE'S FIRST PRIORITY.
21. SUBCONTRACTORS ARE RESPONSIBLE FOR CLEANING AND REMOVING FROM THE SITE ALL 
TRASH, PACKING AND OTHER DEBRIS THEY GENERATE AT THE END OF EACH DAY. IF THIS IS NOT 
POSSIBLE, THE SUBCONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE GENERAL 
CONTRACTOR FOR AN ALTERNATIVE PLAN.
22. SUBCONTRACTORS SHALL LEAVE THE DRIVEWAY, SIDEWALKS, STREETS, AND OTHER 
HARDSCAPED AREAS SWEPT CLEAN AT THE END OF EACH DAY.
23. SUBCONTRACTORS THAT FAIL TO CLEAN UP AFTER THEMSELVES MAY BE SUBJECT TO FINES 
FROM THE AUTHORITIES HAVING JURISDICTION OVER THE PROJECT AND THE EXPENSE OF 
CLEANUP BY THE GENERAL CONTRACTOR MAY BE DISCOUNTED FROM SUBCONTRACTOR'S 
INVOICES.
24. EXCAVATION PERMITS ARE NOT VALID WITHOUT AN UNDERGROUND UTILITY SERVICE DIG 
ALERT ID. (BLUESTAKE OR TICKET NUMBER) 
25. DO NOT COVER OR CONCEAL ANY WORK WITHOUT FIRST OBTAINING AN INSPECTION FROM 
THE GENERAL CONTRACTOR, SPECIAL INSPECTION, AND INSPECTION FROM ALL AUTHORITIES 
HAVING JURISDICTION.
26. THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO AND NOT A SUBSTITUTE FOR 
THE INSPECTIONS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. ALL WORK REQUIRING 
SPECIAL INSPECTION WHICH IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE 
AUTHORITIES HAVING JURISDICTION IS SUBJECT TO REMOVAL.
27. SPECIAL INSPECTORS MUST BE APPROVED BY THE AUTHORITIES HAVING JURISDICTION TO 
PERFORM THE TYPES OF INSPECTION SPECIFIED.
CENTER LINE
DIAMETER
NUMBER OR REBAR SIZE
PLUS OR MINUS
ANCHOR BOLT
AUTOMATIC CONTROL SYSTEM
AMERICANS WITH DISABILITIES ACT
ARCHITECT/ENGINEER
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
ALTERNATE
ALUMINUM
APPROXIMATE
ASSOCIATION OF POOL & SPA 
PROFESSIONALS
ASSEMBLY
AUXILIARY
AMERICAN WIRE GAGE
BOND BEAM
BACKFLOW PREVENTER
BUILDING
BENCHMARK
BOTTOM
BOTTOM OF WALL
BACKWASH
CELSIUS
CUBIC FEET PER MINUTE
CHEMICAL
CAST-IN-PLACE
CONTROL JOINT
CLEAR
CONCRETE MASONRY UNIT
CLEANOUT
COLUMN
℄
∅
#
±
AB
ACS
ADA
A/E
AFF
AFG
ALT
ALUM
APPROX
APSP
ASSY
AUX
AWG
BB
BFP
BLDG
BM
BOT
BOW
BW
C
CFM
CHEM
CIP
CJ
CLR
CMU
CO
COL
GA
GAL
GALV
GEN
GFCI
GPH
GPM
GR BM
HB
HDPE
HORIZ
HP
HR
HVAC
ID
ILO
IN
INCL
INT
INV
J-BOX
KO
KW
KWH
LBS
LED
LF
LIQ
LL
MAX
MECH
MFR
GAUGE
GALLON
GALVANIZED
GENERAL
GROUND FAULT CIRCUIT 
INTERRUPTER
GALLONS PER HOUR
GALLONS PER MINUTE
GRADE BEAM
HOSE BIB
HIGH DENSITY POLYETHYLENE
HORIZONTAL
HORSEPOWER
HOUR
HEATING, VENTILATION & AIR 
CONDITIONING
INSIDE DIAMETER
IN LIEU OF
INCH
INCLUDED
INTERIOR
INVERT
JUNCTION BOX
KNOCKOUT
KILOWATT
KILOWATT HOUR
POUNDS
LIGHT EMITTING DIODE
LINEAR FEET (FOOT)
LIQUID
LIVE LOAD
MAXIMUM
MECHANICAL
MANUFACTURER
QUANTITY
RADIUS OR RETURN
RAISED BOND BEAM
REINFORCING STEEL BARS
REQUIRED
RETAINING OR RETURN
REVISION
ROUGH OPENING
RIGHT OF WAY
REVOLUTIONS PER MINUTE
RED ROCK CONTRACTORS
SCHEDULE
SCHEMATIC
SQUARE FOOT (FEET)
SIMILAR
SKIMMER
SPECIFIED OR SPECIFICATION
SPECIAL INSPECTION
SQUARE
STAINLESS STEEL
STAINLESS STEEL GRADE 316
STANDARD
STRUCTURAL
SEWER
SYMMETRICAL
TOP AND BOTTOM
TONGUE AND GROOVE
TO BE DETERMINED
TOTAL DYNAMIC HEAD
TEMPERATURE OR TEMPORARY
THICK
TOP OF BEAM
TOP OF CONCRETE, COPING OR 
CURB
QTY
R
RBB
REF
REQD
RET
REV
RO
ROW
RPM
RRD
SCH
SCHEM
SF
SIM
SKM
SPEC
SP INSP
SQ
SS
316SS
STD
STRUCT
SWR
SYMM
T&B
T&G
TBD
TDH
TEMP
THK
TOB
TOC
DESIGN TEAM
ATTACHMENTS
ARCHITECTURAL DESIGN
RED ROCK DESIGN BUILD
2105 N NEVADA ST
CHANDLER, AZ 85225
480-539-0111
GEOTECHNICAL ENGINEERING
STRUCTURAL ENGINEERING
CIVIL ENGINEERING
MPE ENGINEERING
MATERIAL BOARD
RENDERINGS
CONCRETE
CONTINUOUS
CUBIC FEET
CUBIC YARD
DOUBLE
DEDICATED CLEANER LINE
DEMOLITION
DETAIL
DECOMPOSED GRANITE
DIAMETER
DIMENSION
DOWN
DOOR
DRAWING
EACH
EXPANSION JOINT
ELEVATION
ELECTRIC
ELEVATION
EQUAL
EQUIPMENT
EASEMENT
EACH WAY
EXISTING
EXTERIOR
FLOOR DRAIN
FINISH FLOOR ELEVATION
FINISH
FINISH GRADE
FLOOR
FOUNDATION
FOOT, FEET
FOOTING
CONC
CONT
CU FT
CU YD
DBL
DCL
DEMO
DET
DG
DIA
DIM
DN
DR
DWG
EA
EJ
EL
ELEC
ELEV
EQ
EQUIP
ESMT
EW
EXIST
EXT
FD
FF EL
FIN
FIN GR
FLR
FND
FT
FTG
MIN
MISC
MNPT
MTL
NA
NAT
NO
NOM
NSPI
NTS
O3
OC
OD
OPP
PB
PCC
PERF
PH
PL
PLYWD
PN
PNL
POC
POTW
PPM
PROJ
PRV
PSF
PSI
PVC
PVC40
PVC80
MINIMUM OR MINUTE
MISCELLANEOUS
MALE NATIONAL PIPE THREAD
METAL
NOT APPLICABLE
NATURAL
NUMBER
NOMINAL
NATIONAL SPA & POOL INSTITUTE
NOT TO SCALE
OZONE
ON CENTER
OUTSIDE DIAMETER
OPPOSITE
PULL BOX
PRECAST CONCRETE
PERFORATED
PHASE, ACID/ALKALINE SCALE
PROPERTY LINE
PLYWOOD
PART NUMBER
PANEL
POINT OF CONNECTION
POTABLE WATER
PARTS PER MILLION
PROJECT
PRESSURE REDUCE VALVE
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POLYVINYL CHLORIDE (PLASTIC, 
SCH 40 UNO)
SCHEDULE 40 PVC
SCHEDULE 80 PVC
TOP OF FOOTING
TOPOGRAPHY
TOP OF SLAB OR STEEL
TOP OF WALL
TYPICAL
UNLESS NOTED OTHERWISE
ULTRAVIOLET
VELOCITY (FPS) OR VOLT
VOLT AMPERE
VACUUM OR VOLTS ALTERNATING 
CURRENT
VACUUM BREAKER OR VALVE BOX
VENTILATION
VERTICAL
VARIABLE FREQUENCY DRIVE
VERIFY IN FIELD
VOLUME
WATTS, WEST, WIDE OR WIDTH
WITH
WITHOUT
WATER LEVEL OR WATERLINE
WATERPROOFING
WELDED WIRE FABRIC
YARD OR YARD DRAIN
TOF
TOPO
TOS
TOW
TYP
UNO
UV
V
VA
VAC
VB
VENT
VERT
VFD
VIF
VOL
W
W/
W/O
WL
WP
WWF
YD
No
Description
Date

1. CONTRACTOR SHALL VERIFY ALL PROPERTY AND BUILDING LINES, ZONING SET 
BACKS, EASEMENTS, FINISH FLOOR ELEVATIONS, AND DESIGN REVIEW BOARD 
STIPULATIONS PRIOR TO CONSTRUCTION. COMPLY WITH ALL APPLICABLE CODES, 
ORDINANCES, INSPECTIONS, ETC.. BUILD FROM DIMENSIONS.  VERIFY ALL 
DIMENSIONS BEFORE BUILDING.  NOTIFY BUILDER/DESIGNER OF ANY CONFLICTS. IF 
ANY CONTRADICTION OCCURS IN PLANS, THE MORE STRINGENT DETAIL OR 
SPECIFICATION WILL PREVAIL.
2. DESIGNER SHALL NOT BE HELD LIABLE FOR SOIL CONDITIONS.  ALL GRADING, 
COMPACTING FILL AND EXCAVATING TO BE PER SOIL REPORT FROM A LICENSED 
SOILS CONSULTANT.
3. SWIMMING POOLS, SPAS, FENCES, SITE WALLS, GAS STORAGE TANKS, AND OTHER 
MISCELLANEOUS SITE STRUCTURES REQUIRE SEPARATE PERMITS.
SITE PLAN GENERAL NOTES:
E WARNER RD
65'-0" ROW
TRASH ENCLOSURE
CITY WELL SITE
SIGHT VISIBILITY 
TRIANGLE
SIGHT VISIBILITY 
TRIANGLE
SIGHT VISIBILITY 
TRIANGLE
SIGHT VISIBILITY 
TRIANGLE
80'-0" TYP
80'-0" TYP
80'-0"
80'-0"
80'-0"
BICYCLE RACK 8 SPACES
S MOUNTAIN RD
7
4
6
6
7
5
10
8
7
8
8
2
8
4
7
8
6
2
7
7
7' EXISTING BLOCK PRIVACY WALL
7' EXISTING PRIVACY BLOCK WALL
RETENTION BASIN
FINAL
0° 42' 17"
250.00'
S
E
89° 38' 08"
202.54'
S
E
0° 42' 17"
210.78'
N
W
0° 42' 17"
50.00'
N
W
89° 17' 43"
22.10'
N
E
0° 42' 17"
16.00'
N
W
89° 17' 43"
15.00'
N
E
69° 52' 06"
36.00'
N
E
29° 35' 46"
19.72'
N
E
89° 17' 43"
29.00'
N
E
89° 17' 43"
202.54'
S
W
E WARNER RD
16'-0"
2'-0"
24'-0"
5'-0"
ROW
65'-0"
TRASH 
ENCLOSURE
CITY WELL SITE
 BUILDING SETBACK
50'-0" TWO STORY
TWO STORY BUILDING SETBACK
50'-0"
47'-0"
P17
P18
P19
P20
P21
P22
P23
P31
P32
P33
P34
P35
P36
P37
P28
P09
P08
P27
P26
P10
P11
P02
P03
P04
P05
P29
P25
P24
SITE VISIBILITY 
TRIANGLE
SITE VISIBILITY 
TRIANGLE
SITE VISIBILITY 
TRIANGLE
SITE VISIBILITY 
TRIANGLE
P16
P15
P14
P13
P12
P30
A-1.9
2
80'-0" TYP
80'-0" TYP
80'-0" TYP.
81'-6"
BICYCLE RACK
8 SPACES
7' EXISTING BLOCK PRIVACY WALL
P01
P06
P07
P38
P39
P40
A-1.9
4
A-1.9
3
A-1.9
2
A-1.9
2
EASEMENT
35'-0" ACCESS
DESERT WELL 33
20'-0"PUE
EASEMENT
24'-0" ACCESS
DISTRIBUTION EASEMENT
8'-0" POWER
A-6.1
15
A-6.1
15
1:12
1:12
79'-6"
29'-6"
16'-2 1/2"
15'-0 1/2"
5'-6"
5'-9"
6'-2"
7'-5"
7'-5"
7'-11"
27'-5"
8'-0"
63'-0"
24'-9"
24'-4 1/2"
63'-0"
8'-0"
54'-0"
6'-0 1/2"
9'-0"
8'-0"
10'-5"
9'-0"
2'-0"
16'-0"
24'-0"
16'-0"
2'-0"OVERHANG
6'-0"
9'-0"
9'-0"
38'-1"
63'-11 1/2"
8'-0"
63'-0"
24'-5"
24'-0"
24'-8"
43'-4"
9'-0"
9'-0"
9'-0"
9'-0"
5'-0"
5'-6"
18'-0"
61'-0 1/2"
42'-6 1/2"
30'-8 1/2"
39'-6 1/2"
88'-6"
36'-1 1/2"
31'-2 1/2"
25'-4" DRIVE AISLE
16'-0"
18'-0"
P41
24'-0"
33'-0"
18'-0"
EXISTING LIGHT POLE
7' EXISTING PRIVACY BLOCK WALL
8'-0"
11'-11 1/2"
EASEMENT
20'-0"WATER
PUE
8'-0"
7'-5"
7'-5"
5'-2"
EASEMENT
20'-0" TEMP CONSTRUCTION
SETBACK
15'-0"
RETENTION BASIN
CARPOOL 
PARKING 
SPOT
FINAL
25'-0"
PROPOSED BUILDING
MAIN LEVEL
TENANT 4
= 1,235
TENANT 3
= 1,239
TENANT 2
= 1,239
TENANT 1
= 1,928
DANCE STUDIO
= 4,083
UPPER LEVEL
DANCE STUDIO
= 5,338
MECHANICAL
= 282
COVERED PATIO
= 2,408
GROSS FLOOR AREA
= 15,344
TOTAL UNDER ROOF
= 12,132
ADDITIONAL IMPERVIOUS = 19,115
SURFACES
NET LOT COVERAGE
= 31,247
LOT AREA 
= 42,852
LOT COVERAGE 
= 73%
MAXIMUM LOT COVERAGE = 80%
AREAS: (IN SQUARE FEET)
R
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BENJAMIN D.
HAUGHT
EXPIRES 6/30/2028
RED ROCK CONTRACTORS
2105 N NEVADA ST
CHANDLER, AZ 85225
OFFICE: 480-539-0111
THESE PLANS, DRAWINGS AND 
DESIGNS ARE THE PROPERTY OF RED 
ROCK CONTRACTORS LLC. ALL 
RIGHTS RESERVED AND SHALL NOT 
BE REPRODUCED OR COPIED 
WITHOUT EXPRESS WRITTEN 
CONSENT FROM RED ROCK 
CONTRACTORS LLC UNDER PENALTY 
OF PROSECUTION. THESE PRINTS ARE 
RELEASED FOR CONSTRUCTION AS 
AGREED TO IN THE SALE OF THIS 
DESIGN TO THE HOLDER AT THE 
ADDRESS STATED ON THE PLANS.
PAGE NUMBER
1"
2"
PAGE FORMAT: 24"x36"
1/2"
0
REVISION HISTORY
PROJECT ADDRESS
ISSUED PLAN SETS
Description & Date
2/4/26
2/4/2026 9:36:00 AM
2/4/2026 9:36:00 AM
A-1.0
SITE PLAN
11245 E WARNER RD.
MESA, AZ 85212
RMDC DANCE STUDIO
N
S
E
W
N
TRUE 
NORTH
1" = 40'-0"
SITE PLAN
1/16" = 1'-0"
ENLARGED SCOPE AREA SITE PLAN
PARKING REQUIREMENTS (MZO11-32-3.A)
Requirement:
1 space per 375 square feet
*Service per City of Mesa Engineering Department 4/20/2022
Total Building Area: 15,344 sqft / 375 = 41 Spaces
Total Required Spaces:
   
41 spaces
Parking Provided: 41 Spaces
Accessible Parking Required:
2 spaces including 1 van accessible space
Accessible Parking Provided:
3 spaces including 1 van accessible space
Bicycle Parking Required:
1 space / 10 vehicle spaces = 5 Spaces
Bicycle Parking Provided:
8 Spaces
LANDSCAPE COVERAGE
Total Landscape Area:
11,605 sqft
Total Lot Size:
42,852 sqft
Landscape Coverage: 27%
No
Description
Date

PARKING SCREEN WALL
TRASH 
ENCLOSURE
PARKING 
SCREEN WALL
NEW DRIVEWAY; PER 
MESA STANDARD 
DETAIL M-42
PARKING 
SCREEN WALL
SITE VISIBILITY TRIANGLE
(#1) EXCEPTION REQUESTED. REDUCE LANDSCAPE YARD 
DEPTH TO 6' MINIMUM ALONG THE EAST PROPERTY LINE
 BUILDING SETBACK
50'-0" TWO STORY
CONSTRUCTION EASEMENT
20'-0"TEMPORARY
DISTRIBUTION EASEMENT
8'-0" POWER
P31
P32
P33
P34
P35
P36
P37
P28
P09
P08
P27
P26
P10
P11
P02
P03
P04
P05
P29
P17
P18
P19
P20
P21
P22
P23
P25
P24
P12
P13
P14
P15
P16
P30
P07
P01
P06
P38
P39
P40
P41
65'-0" ROW
E WARNER RD
DRIVE AISLE
26'-0"
65' - 0"  ROW
CITY WELL SITE
A-1.9
2
80'-0" TYP
80'-0" TYP
80'-0"
80'-0"
BICYCLE RACK
8 SPACES
A-1.9
4
A-1.9
3
A-1.9
2
A-1.9
2
EASEMENT
35'-0" ACCESS
EASEMENT
24'-0" ACCESS
A-6.1
15
A-6.1
15
24'-0"
5'-0"
62'-0"
79'-6"
29'-6"
16'-7"
15'-0 1/2"
5'-9"
7'-5"
13'-7"
7'-5"
7'-5"
4'-1 1/2"
7'-11"
27'-5"
8'-0"
63'-0"
24'-9"
24'-4 1/2"
63'-0"
8'-0"
9'-0"
8'-0"
10'-5"
16'-0"
9'-0"
18'-0"
16'-0"
2'-0"OVERHANG
6'-0"
9'-0"
24'-5"
14'-1 1/2"
27'-0"
9'-0"
9'-0"
9'-0"
9'-0"
5'-0"
5'-6"
18'-0"
61'-0 1/2"
42'-6 1/2"
16'-0"
30'-7 1/2"
88'-6"
36'-1 1/2"
31'-2 1/2"
25'-4" DRIVE AISLE
16'-0"
2'-0" OVERHANG
5'-1 1/2"
7'-5"
18'-0"
24'-0"
24'-0"
33'-0"
SITE VISIBILITY TRIANGLE
SITE VISIBILITY TRIANGLE
16'-0"
8'-0"
63'-0"
38'-0 1/2"
64'-0"
24'-0"
6'-0 1/2"
54'-0"
PUBLIC
ENTRANCE
PUBLIC
ENTRANCE
PUBLIC
ENTRANCE
PUBLIC
ENTRANCE
PUBLIC
ENTRANCE
5'-0"
A-6.1
15
17'-6"
6'-0"
81'-2"
6'-0"
21'-11"
A-6.1
15
138'-11"
PUE
8'-0"
R 58' - 0"
R 30' - 0"
R 2' - 0"
R 4' - 6"
R 4' - 0"
R 4' - 0"
R 4' - 0"
R 4' - 0"
R 2' - 0"
R 4' - 0"
R 2' - 0"
R 4' - 0"
R 4' - 0"
R 4' - 0"
R 4' - 0"
DRIVE AISLE
(#2) EXCEPTION REQUESTED. REDUCE 
LANDSCAPE YARD DEPTH TO 0’ ALONG THE 
SOUTH PROPERTY LINES ADJACENT TO THE 
MUNICIPAL WELL PARCEL
(#3) EXCEPTION REQUESTED. 
REDUCE THROAT DEPTH TO 
APPROXIMATELY 25’ AT THE 
NORTHWEST DRIVE ENTRANCE
(#4) EXCEPTION REQUESTED. 
REDUCE THROAT DEPTH TO 
APPROXIMATELY 24’-4” AT THE 
NORTHEAST DRIVE ENTRANCE
25'-0"
CARPOOL 
PARKING 
SPOT
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BENJAMIN D.
HAUGHT
EXPIRES 6/30/2028
RED ROCK CONTRACTORS
2105 N NEVADA ST
CHANDLER, AZ 85225
OFFICE: 480-539-0111
THESE PLANS, DRAWINGS AND 
DESIGNS ARE THE PROPERTY OF RED 
ROCK CONTRACTORS LLC. ALL 
RIGHTS RESERVED AND SHALL NOT 
BE REPRODUCED OR COPIED 
WITHOUT EXPRESS WRITTEN 
CONSENT FROM RED ROCK 
CONTRACTORS LLC UNDER PENALTY 
OF PROSECUTION. THESE PRINTS ARE 
RELEASED FOR CONSTRUCTION AS 
AGREED TO IN THE SALE OF THIS 
DESIGN TO THE HOLDER AT THE 
ADDRESS STATED ON THE PLANS.
PAGE NUMBER
1"
2"
PAGE FORMAT: 24"x36"
1/2"
0
REVISION HISTORY
PROJECT ADDRESS
ISSUED PLAN SETS
Description & Date
2/4/26
2/4/2026 9:36:03 AM
2/4/2026 9:36:03 AM
A-1.1
ENLARGED SITE PLAN
11245 E WARNER RD.
MESA, AZ 85212
RMDC DANCE STUDIO
N
S
E
W
N
TRUE 
NORTH
1" = 10'-0"
ENLARGED SITE PLAN
No
Description
Date

8"x8"x16" CMU W/ #4 VERT. @ 48" 
O.C. AND #4 HORZ. @ 32" O.C.
#4 CONT. BOND BEAM @ TOP
(2) #4 CONT. 
16" X 8" CONT. FOOTING MIN. 18" BELOW 
NATURAL GRADE/COMPACTED 
SOIL/ADJACENT SLAB
STUCCO FINISH TO WRAP OVER 
TOP OF WALL
STUCCO FINISH
FINISH GRAVEL WHERE OCCURS
MIN.
1'-6"
TYPICAL
42" MIN
4'-0"
6'-0"
6'-0"
4'-0"
2'-4 1/2"
2'-4 1/2"
2'-4 1/2"
2'-4 1/2"
<30
27.23°
3'-0"
3'-0"
3'-0"
3'-0"
9'-0" MIN
6" THICK CONCRETE PAD
10'-0" MIN
NET ENCLOSURE OPENING
12'-0"
50'-0" CLR BACKUP AREA
EASEMENT
24'-0" ACCESS
DISTRIBUTION EASEMENT
8'-0" POWER
SPLIT FACE 8"x8"x16" 
CMU W/ #4 VERT. @ 48" 
O.C.
GROUT CELLS SOLID, 
FULL HEIGHT
(2) #4 CONT. 
6" THICK 
CONCRETE PAD
1'-2" MIN
2'-0"
2" MIN
10"
6'-0"
3"
PROVIDE 4" 
OPENING AT LOW 
POINT WHERE 
FLOOR SLOPES 
BACK INTO BIN 
RECEPTACLE; SPACE 
AT 10'-0" O.C.
EXPANSION JOINT FILLER; 1/2" 
BITUMINOUS TYPE PREFORMED 
EXPANSION JOUNT FILLER PER 
ASTM D-1751.
CLASS "A" 
CONCRETE
CONCRETE OR 
ASPHALT SURFACE
1"
6'-0"
6"
1"
2'-6"
6"
4"
6"
4"
CLASS "B" CONCRETE
6" DIA x 8.5' STEEL 
POST;
SCHEDULE 40, 
GALVANIZED.
6" REFLECTIVE 
ENGINEERS TAPE (3M 
HIGH DENSITY YELLOW 
PRESSURE SENSITIVE 
TAPE OR APPROVED 
EQUIVALENT)
FILL WITH GROUT AND 
CROWN TOP
CLR AISLE
4'-0"
CLEAR BICYCLE PARKING
6'-0"
CLR ACCESS AISLE
4'-0"
CLR BICYCLE PARKING
6'-0"
CLR OVERHEAD
7'-0"
1/2" = 1'-0"
2
SITE WALL STANDARD
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BENJAMIN D.
HAUGHT
EXPIRES 6/30/2028
RED ROCK CONTRACTORS
2105 N NEVADA ST
CHANDLER, AZ 85225
OFFICE: 480-539-0111
THESE PLANS, DRAWINGS AND 
DESIGNS ARE THE PROPERTY OF RED 
ROCK CONTRACTORS LLC. ALL 
RIGHTS RESERVED AND SHALL NOT 
BE REPRODUCED OR COPIED 
WITHOUT EXPRESS WRITTEN 
CONSENT FROM RED ROCK 
CONTRACTORS LLC UNDER PENALTY 
OF PROSECUTION. THESE PRINTS ARE 
RELEASED FOR CONSTRUCTION AS 
AGREED TO IN THE SALE OF THIS 
DESIGN TO THE HOLDER AT THE 
ADDRESS STATED ON THE PLANS.
PAGE NUMBER
1"
2"
PAGE FORMAT: 24"x36"
1/2"
0
REVISION HISTORY
PROJECT ADDRESS
ISSUED PLAN SETS
Description & Date
2/4/26
2/4/2026 9:36:08 AM
2/4/2026 9:36:08 AM
A-1.9
SITE DETAILS
11245 E WARNER RD.
MESA, AZ 85212
RMDC DANCE STUDIO
3/8" = 1'-0"
3
BICYCLE RACK
1/8" = 1'-0"
4
TRASH ENCLOSURE (PER MESA DETAIL M-62.01.01 & M-62.02.2
1/2" = 1'-0"
TRASH ENCLOSURE MASONRY SCREEN WALL
1/2" = 1'-0"
TRASH ENCLOSURE SAFETY POST
3/8" = 1'-0"
BICYCLE PARKING DETAIL SECTION
No
Description
Date

60 min
56 min
1420
1525
(a)
adult wall hung
water closet
(b)
adult floor mounted 
water closet
and children's water 
closet
60 min
59 min
1500
1525
16-18
405-455
430-485
17-19
(a)
wheelchair
accessible
water closets
(b)
ambulatory
accessible water
closets
L
C
CL
(b)
stall type
(a)
wall hung type
17 max
430
345
13½ min
13½ min
345
40 min
1015
(a)
(b)
60 min
1525
60 min
1525
36 min
48 min
24 max
1220
610
915
32 min
815
32 min
815
915
36 min
610
24 max
(c)
folding door
(a)
hinged door
(b)
sliding door
32 min
815
32 min
815
32 min
815
90°
42 min
48 min
1220
1065
1220
X < 48
42 min
1065
X < 48
1220
36 min
915
36 min
915
60 min
1525
(a)
180 degree turn
(b)
180 degree turn
(Exception)
SIDE REACH
SIDE REACH W/ & W/O OBSTRUCTION
transfer 
side
12 min
305
24 min
610
36 min
915
33 - 36
840 - 915
side wall
rear wall
12 max
42 min
54 min
1370
305
1065
39-41
990-1040
39-41
990-1040
18 min
455
33-36
840-915
1/8" THICK. FINISH 
AS PER 1117B.5.2
EXIT
1.84
3.00
5.00
0.43
1.00
TACTILE AS PER SECTION 
1117B.5.2,3,4,5
CA BRAILLE AS PER 
1117B.5,5.4,&6
BRAILLE LOCATION 
AS PER 1117B.5.5.4
LEVEL LANDINGS 
(SECTION 405.7)
AT TOP AND BOTTOM
HANDRAILS (SECTION 405.8)
ON BOTH SIDES IF RISE 
GREATER THAN 6"
EDGE PROTECTION (SECTION 405.9)
ALONG RAMP RUN AND LANDINGS
CLEAR WIDTH 
(SECTION 405.5)
36" MIN. (BETWEEN 
LEADING EDGE OF 
HANDRAILS)
ALTERATIONS (SECTION 405.2)
PERMITTED RUNNING SLOPES WHERE 
SPACE IS LIMITED: 1:10 MAX (6" MAX 
RISE) OR 1:8 MAX (3" MAX RISE)
SURFACES (SECTION 405.4)
FIRM, STABLE, AND SLIP-RESISTANT 
(RUN AND LANDING SURFACES)
RISE (SECTION 405.6)
30" MAX PER RUN
WET CONDITIONS (SECTION 405.10)
LANDINGS MUST BE DESIGNED TO 
PREVENT THE ACCUMULATION OF 
WATER
TRUNCATED DOMES 
(SECTION 705)
WHEN REQUIRED AT 
PUBLIC TRAFFIC AREAS
RUNNING SLOPE (SECTION 405.2)
1:12 MAX
CROSS  SLOPE (SECTION 405.3)
1:48 MAX
34"  MAX
8"  MIN
17" MIN.
25" MAX.
KNEE CLEARANCE 
APPROACH SHALL BE 30" 
WIDE MINIMUM.
MIN.
9"
19" MAX.
6"
2'-3" MIN.
48" DEEP 
LAVATORY CLEAR 
FLOOR SPACE
BOTTOM OF MIRROR AT 
40" MAX. ABOVE FINISHED 
FLOOR.
WATER SUPPLY AND DRAIN PIPES 
UNDER LAVATORIES AND SINKS SHALL 
BE INSULATED OR OTHERWISE 
CONFIGURED TO PROTECT AGAINST 
CONTACT. THERE SHALL BE NO SHARP 
OR ABRASIVE SURFACES UNDER 
LAVATORIES AND SINKS.
380
15 max
head
end
wall
12 max
24 min
control 
end 
wall
(b)
plan
back wall
610
305
205-255
8-10
(a)
elevation
840-915
33-36
length of bathtub
12 min
30 min
760
305
control 
end 
wall
head
end
wall
back wall
(a)
removable in-tub seat
(b)
permanent seat
control 
end 
wall
back wall
head
end
wall
30 min
760
length
of bathtub
CLEARANCE
GRAB BARS FOR PERMANENT SEAT
18 min
455
48 max
1220
12 min
305
24 min
610
36 max
915
24 min
610
1 1/2" min
38
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BENJAMIN D.
HAUGHT
EXPIRES 6/30/2028
RED ROCK CONTRACTORS
2105 N NEVADA ST
CHANDLER, AZ 85225
OFFICE: 480-539-0111
THESE PLANS, DRAWINGS AND 
DESIGNS ARE THE PROPERTY OF RED 
ROCK CONTRACTORS LLC. ALL 
RIGHTS RESERVED AND SHALL NOT 
BE REPRODUCED OR COPIED 
WITHOUT EXPRESS WRITTEN 
CONSENT FROM RED ROCK 
CONTRACTORS LLC UNDER PENALTY 
OF PROSECUTION. THESE PRINTS ARE 
RELEASED FOR CONSTRUCTION AS 
AGREED TO IN THE SALE OF THIS 
DESIGN TO THE HOLDER AT THE 
ADDRESS STATED ON THE PLANS.
PAGE NUMBER
1"
2"
PAGE FORMAT: 24"x36"
1/2"
0
REVISION HISTORY
PROJECT ADDRESS
ISSUED PLAN SETS
Description & Date
2/4/26
2/4/2026 9:36:55 AM
2/4/2026 9:36:55 AM
A-6.1
ADA DETAILS
11245 E WARNER RD.
MESA, AZ 85212
RMDC DANCE STUDIO
1/4" = 1'-0"
1
ADA WATER CLOSET CLEARANCE
1/2" = 1'-0"
2
ADA WATER CLOSET LOCATION
1/2" = 1'-0"
5
ADA HEIGHT AND DEPTH OF URINALS
3/8" = 1'-0"
7
ADA PASS THROUGH KITCHEN
1/4" = 1'-0"
8
ADA U-SHAPED KITCHEN
1/2" = 1'-0"
9
ADA CLEAR WIDTH OF AN ACCESSIBLE ROUTE
1/4" = 1'-0"
10
ADA CLEAR WIDTH OF DOORWAYS
1/4" = 1'-0"
11
ADA CLEAR WIDTH TURN
1/2" = 1'-0"
12
ADA FORWARD REACH
1/2" = 1'-0"
13
ADA SIDE REACH
1/2" = 1'-0"
3
ADA FLOOR TOILET REQUIREMENTS
6" = 1'-0"
16
EXIT SIGN
1/4" = 1'-0"
15
ADA RAMP DETAIL
1/2" = 1'-0"
14
ADA SINK
1/4" = 1'-0"
6
ADA BATHTUB
1/2" = 1'-0"
4
ADA DISPENSER OUTLET LOCATION
No
Description
Date