Landscape Plan

DATE
DESCRIPTION
REVISION HISTORY
DESIGNED
PROJECT ADDRESS
APPROVED
RED ROCK CONTRACTORS
2105 N. NEVADA STREET
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.
Call 811 or click Arizona811.com
working days before you begin excavation
Contact Arizona 811 at least two full
BW
BH
RMDC DANCE STUDIO
RMDC DANCE
STUDIO
01/07/26REVISION
01/27/26NEW BASE PLAN
02/04/26FINAL
L0.0
COVER SHEET
24X36
*NO SALVAGE NURSERY REQUIRED ON PLAN
LANDSCAPE FOR NEW COMMERCIAL BUILDING
E WARNER RD & S. MOUNTAIN RD
RMDC DANCE STUDIO
SHEET INDEX
DESIGN SERVICE DISCLAIMER
In connection with "landscape architecture and design" RED
ROCK DESIGN BUILD (RRDB has agreed to provide certain
design services.  In consideration to these services RRDB and the
named client on this sheet, hereby agree to the following terms.
If the terms and conditions of this agreement should conflict
with any terms and conditions of any other agreements or
addendums between the client and RR, this agreement shall
control.
DRAWINGS, PLANS, AND SPECIFICATIONS Client acknowledges
and agrees that any drawings, plans and/or specifications
provided by RRDB to Client are for assistance only. RRDB and
Client specifically disclaim all warranties, express or implied,
including any warranty of merchantability or fitness for a
particular purpose.  RRDB shall not be held liable for any direct,
indirect or consequential damages, losses, or actions caused by
or relating to such drawings, plans, and/or specifications, and
Client agrees to indemnify, defend and hold harmless RRDB, its
officers, directors, employees, successors and agents from and
against any such liability and/or claims. To the fullest extent
permitted by law, Client agrees to indemnify, defend and hold
harmless RRDB, its officers, directors, employees, successors and
agents ("Indemnities") from and against any and all liability,
claims, suits, liens, demands, damages, losses and expenses of
any kind, including but not limited to attorney's fees and costs
("Claims"), arising out of, or alleged to arise out of, the acts,
omissions, negligence, whether active or passive of the Client or
any of its employees, agents, suppliers or sub-subcontractors or
anyone else Client may be liable. Client's indemnification,
defense and hold harmless obligations shall include any Claims
caused in part by any of the Indemnities. Client shall not be
obligated to indemnify and defend the Indemnities for claims
found to be caused by the sole negligence or willful misconduct
of the Indemnities. Client's indemnification and defense
obligations under this agreement shall extend to claims
occurring after this agreement is terminated as well as while it is
in force and shall not be limited by types or amount of
insurance required under this Agreement.
GENERAL NOTES
1.)  The name RED ROCK DESIGN BUILD refers to its owners,
officers, employees, and subcontracted consultants.
2.)   These concepts, drawings, and specifications are the
exclusive property of RRDB.  All rights reserved and violators will
be prosecuted to the fullest extent of the law.
3.)  Prior to use of these documents the owner and contractor
warrant that they have reviewed the plans for compliance to
local building codes and standards. by using these plans the
owner and contractor acknowledge that they are jointly and
severally responsible to comply with any and all applicable local
codes and ordinances.
4.)  RRDB is not responsible for implementation errors, field
changes, deletions, substitutions, and additions by others.
5.)  The owner and contractor shall defend, indemnify and hold
harmless RRDB from all liability in connection with the
performance of work.
6.)  The contractor and owner acknowledges that these design
documents were based on ideal site conditions.  The site
conditions may need to be corrected to satisfy the intent of the
design concept.  7.)  RRDB has not inspected the site conditions.
these documents have been prepared based on the soils report
and information provided by the contractor and owner. The
contractor is responsible for verifying site conditions.
8.)  The structural engineering sheets of these documents are
not approved for permitting or construction without a signed
engineering seal.
9.)  All construction shall conform to current international
building codes. As well as all applicable local, state, and or
federal law,  or regulations
10.)  The contractor or owner shall notify RRDB and engineer of
all errors, omissions, and conflicts between codes, drawings, and
specifications.  the contractor shall not proceed with
construction affected by the errors until they are addressed by
RRDB and the engineer.
11.)  Written dimensions shall take precedence over calculated
and scaled dimensions.
12.)  Contractor to verify all site conditions prior to starting work.
Before work begins on the project, the contractor shall
review the project with RRDB and/or the owner's authorized
representative.
13.)  These construction documents, including all plans,
notes, details and specifications are intended to facilitate the
installation contractor by providing general guidelines for
design intent.  It is the goal of the documents that the work
is to be completed without change orders.  All quantities
shown in the documents are estimates only and not
guaranteed; the contractor shall supply all materials, labor
and equipment in order to fulfill the design intent.
14.)  The contractor shall become familiar with the locations
of the existing and future underground services and
improvements which may conflict with the work to be done.
Notify the owner's authorized representative immediately
should a conflict arise.
15.)  The contractor shall be responsible for securing all
necessary permits and shall notify all utility companies with
utilities on site prior to the construction of the project.
GENERAL NOTES
16.)  Interpretation of the plans and specifications shall be made
by the “author” or “architect/engineer-of-record” of the
respective document and shall be considered final.  Any possible
ambiguity shall be submitted in writing by the contractor prior to
submitting formal bids.  All clarifications shall be prepared in
writing by the “architect/engineer-of-record” prior to bidding.
The contractor shall accept the interpretation of the
“architect/engineer-of-record” as the correct and final
interpretation.
Any incidental installation procedure, material or equipment, not
mentioned in these construction documents, the specifications
nor shown on the plans, which may be necessary for completion
and satisfactory operation of the design system shall be
furnished and installed (as based on industry standards) as
though shown or provided for.
17.)  For underground utility coordination and 48 hours prior to
start of construction (depending on area or jurisdiction), the
contractor shall contact Underground services alert (usa)
1-800-227-2600
18.)  These notes are to be used for general reference in
conjunction with and as a supplement to the written
specification, approved addendums, and the change orders as
associated with these construction documents.
19.)  Should the contractor have any questions regarding these
construction documents or should there be any discrepancies,
he shall contact RRDB for clarification before proceeding further.
It is the contractor's responsibility to report to RRDB and/or the
owner's authorized representative and discrepancies between
the construction documents and field conditions prior to the
start of work.
20.)  The contractor shall adhere to all applicable local, state, and
or federal law or regulation pertaining to the project.
21.)  Contractor shall properly coordinate his work with other
contractor's work prior to installation.
22.)  The contractor shall take precautionary measures to protect
existing improvements and the public from damage throughout
construction.
23.)  The contractor shall assume full responsibility for any
damages imposed, unintentionally or accidentally to existing
utilities, structures, walls or other amenities, due to the action of
the contractor, contractor's employees and/or the contractor's
subcontractors.  Damage occurred during the contractor's
operation shall be repaired, at the expense of the contractor
operation shall be repaired, at the expense of the contractor, to
the satisfaction of the owner's authorized representative.
24.)  Match grades, layout and elevations of adjoining landscape
work by others.  Notify RRDB of conflicts before proceeding with
construction.
HARDSCAPE GENERAL NOTES:
1.)  Contractor shall have hard surfaces surveyed and staked
for review by the Owner prior to installation.
2.)  Contractor shall submit material samples of all site related
materials for approval by the Owner prior to final
construction.
3.)  Unless noted otherwise on construction documents or
noted in details, concrete slabs shall be 4” thick, 2500 psi
concrete on compacted base with construction joints at 4'-0”
on center, expansion joints at 16'-0” on center and shall have
a medium broom, non-skid finish with ½” radius tooled
edges.
4.)  Contractor shall layout and verify all hardscape elements
prior to construction for review by the Owner.  Should
discrepancies exist, contractor shall notify Owner before
proceeding further.
INERT GENERAL NOTES:
Angular Granite Rip-Rap (Decomposed Granite)
1.)  Install granite rip-rap where indicated on plans (typical).
Refer to materials schedule / planting legend for color and
size of granite rip-rap.
2.)  Contractor shall submit samples to Owner for review and
approval prior to installation.
3.)  The landscape contractor will be required to provide and
spread decomposing granite mixture.
4.)  The contractor is responsible for verifying granite rip-rap
quantity and securing amount required.
5.)   Pre-emegent herbicide shall be applied to ground prior
to and after placement of decomposed granite in landscape
areas.
6.)   Decomposed granite to occur in all areas to be planted
except turf, fractured rock and hardscape/paved areas, unless
noted on plans.
7.)  All future phases shall receive a minimum cover of 1/4"
minus decomposed granite placed at 2" depth, for dust
control purposes.
CONTRACTOR MAINTENANCE
GUARANTEE:
1.)  Upon final completion, all shrubs and groundcover shall be
guaranteed for ninety (90) days in conjunction with the 90-day
maintenance period.  All plants not showing healthy growth
shall be replaced at contractor's expense within 2 weeks of
notification.
2.)  All trees and specimen cacti shall have a warrantee for one
(1) year from acceptance date.
3.)  No plant substitutions, type, or quantity deviations from the
approved landscape or irrigation plans without prior approval.
4.)  All plant material and specifications to conform to the
Arizona nurserymen association standards.
5.)  Existing plant material that is designated as “remain in
place” and is damaged or destroyed during construction will be
replaced in kind by the contractor.
6.)  All irrigation equipment and workmanship shall be
guaranteed for one (1) year from acceptance date.
7.)  All hardscape materials and workmanship shall be
guaranteed for one (1) year from acceptance date.
BIDDING INSTRUCTIONS:
1.)  Contractor shall bid each sheet separately.
2.) Contractor shall coordinate bid costs with legend if
provided.
3.) Spot grades were not available for reference during the
design process. As such, all design elements having vertical
heights were assumed based on site observations.
4.)  Contractor shall install new hard line irrigation system.
Utilizing existing irrigation controller and valves (where
possible).  All other irrigation system components shall be
abandoned and re-installed to accommodate new hardscape
and planting design.
5.)  Structural engineering is not provided for or assumed
within the details or sections included in this construction
document set.  The contractor is responsible for obtaining
structural engineering details /specifications prior to
installation.
7.)  Contractor shall re-grade all planting areas and edges so
that the concrete headers can be installed without dips or
drastic changes in elevations.
8.)  Quantities shown are for informational purposes only.
contractor shall verify quantities and shall be responsible for
locating plant material per plans, not legend.
N.T.S.
NORTH
VICINITY MAP
N
SITE
E WARNER RD
E RAY RD
S MOUNTAIN RD
S MERIDIAN RD
LANDSCAPE ARCHITECT:
RED ROCK CONTRACTORS
2105 N. NEVADA STREET
CHANDLER AZ 85225
CONTACT: BEN HAUGHT
PHONE: 480-577-8442
CONTACT: BENH@BUILDREDROCK.COM
PROJECT DESCRIPTION: APN: 304-33-990D
CONSTRUCTION OF NEW COMMERCIAL BUILDING WITH ONE
TWO-LEVEL TENANT SUITE, AND THREE ADDITIONAL ONE-LEVAL
TENANT SUITES, ONE WITH DRIVE THROUGH. NEW BUILDING IS +/-
14,000 SQFT, TWO LEVELS.
MESA ADOPTED BUILDING CODES:
2018 IBC (INTERNATIONAL BUILDING CODE)
2018 IEBC (INTERNATIONAL EXISTING BUILDING CODE)
2018 IRC (INTERNATIONAL RESIDENTIAL CODE)
2018 IECC (INTERNATIONAL ENERGY CONSERVATION CODE)
2018 IFC (INTERNATIONAL FIRE CODE)
2018 IFGC (INTERNATIONAL FUEL GAS CODE)
2018 IMC (INTERNATIONAL MECHANICAL CODE)
2018 IPC (INTERNATIONAL PLUMBING CODE)
2018 ISPSC (INTERNATIONAL SWIMMING POOL & SPA CODE)
2017 NEC (NATIONAL ELECTRIC CODE)
L0.0
COVER SHEET
L1.0 LANDSCAPE PLAN & LEGEND
R
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BENJAMIN D.
HAUGHT
2/4/26
EXPIRES 6/30/2028
*FINAL LANDSCAPE PLAN

DATE
DESCRIPTION
REVISION HISTORY
DESIGNED
PROJECT ADDRESS
APPROVED
RED ROCK CONTRACTORS
2105 N. NEVADA STREET
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.
Call 811 or click Arizona811.com
working days before you begin excavation
Contact Arizona 811 at least two full
BW
BH
RMDC DANCE STUDIO
RMDC DANCE
STUDIO
01/07/26REVISION
01/27/26NEW BASE PLAN
02/04/26FINAL
E WARNER RD
SITE VISIBILITY
TRIANGLE
SITE VISIBILITY
TRIANGLE
SITE VISIBILITY
TRIANGLE
SITE VISIBILITY
TRIANGLE
WARNER RD
LANDSCAPE REQUIREMENTS
PARKING LOT EXTERIOR
STREET FRONTAGE WARNER RD = 202.51'
8 TREES = 6 TREES @ 24" BOX
Required
Provided
CITY OF MESA
NO PLANTINGS HERE
RETENTION AREA
2 PALM TREES @ 20' TALL MIN.
REQUIREMENTS: 1 SHADE TREE AND 3 SHRUBS PER 15' PARKING ISLAND
10 SHADE TREES AND 30 PLANTS
Required
Provided
1 TREE @ 36" BOX 
62 PLANTS
COLLECTOR/INDUSTRIAL/COMMERCIAL STREETS (60'-80')
                 2 TREES @ 36" BOX
32 PLANTS = 16 @ 5 GAL
MIN.
 16 @ 1 GAL
125 PLANTS =  49 @ 5
GAL
  24 @ 1 GAL
REQUIREMENTS: 4 TREES AND 16 SHRUBS PER
100 L' OF STREET FRONTAGE ('A' CHARACTER DESIGNATION)
NUMBER OF 15' PARKING ISLANDS = 10
MIN. OF 10% OF TREES TO BE 36" BOX
7 TREES @ 24" BOX
13 TREES @ 24" BOX 
INTERIOR PARKING LOT AND MEDIANS
REQUIREMENTS: 1 SHADE TREE AND 6 PLANTS PER EVERY 8 PARKING SPACES
5 SHADE TREES AND 30 PLANTS
Required
Provided
2 TREE @ 36" BOX 
144 PLANTS
NUMBER OF PARKING SPACES = 41 = 5 SHADE TREES AND 30 PLANTS
MIN. OF 10% OF TREES TO BE 36" BOX 9 TREES @ 24" BOX 
NEIGHBORING
RETENTION BASIN
6' PROVIDED WHERE 20' REQUIRED.
ALTERNATIVE COMPLIANCE PER
11-7-3
6'-0"
MULTI-TIERED 'MICRO-BOSQUE'
LANDSCAPE POCKETS
-VISUAL BREAKS NEAR PARKING
AREAS
LOW LYING PLANTS IN SITE
VISIBILITY TRIANGLES
LOW LYING PLANTS IN SITE
VISIBILITY TRIANGLES
FRAGRANT PLANTING BEDS
UTILIZED USING FORM, COLOR AND
SEASONAL VARIATION
LAYERED VERTICAL LANDSCAPE
SCREENING
FRAGRANT PLANTING BEDS UTILIZED USING
FORM, COLOR AND SEASONAL VARIATION
SWAN HILL OIVES USED AS
ARCHITECTURAL ACCENTS
DATE PALMS USED AS VERTICAL
SKYLINE ACCENTS AT ENTRY
GROUNDCOVER AND
ORNAMENTAL GRASSES CREATE
SEASONAL MOVEMENT, COLOR
SHIFTS AND BLOOM INTEREST
NATURALISTIC DESIGN WITH
LAYERED PLANTS TO CREATE
VARIED HEIGHTS, TEXTURES AND
SPACING
MULTI-FACETED PLANTING BEDS
 ARE STAGGERED TO AVOID LINEAR PATTERNS
*THIS DESIGN EXCEEDS MESA MINIMUM STANDARDS BY CREATING A MORE ORGANIC,
RESILIENT AND VISUALLY DYNAMIC LANDSCAPE
DEEP FOUNDATION PLANTINGS
DESIGN USING 'DRIFTS' AND
'CLUSTERS' INSTEAD OF LINEAR ROWS
**THIS ALTERNATIVE DESIGN IMPROVES WATER EFFICIENCY UTILIZING ENTIRELY LOW WATER DESERT ADAPTED PLANT PALLET.
25'-4" DRIVE AISLE
20' WATER EASEMENT
8' POWER DIST. EASEMENT
24' ACCESS EASEMENT
20' TEMP. CONSTRUCTION EASEMENT
98'-5"
20' P.U.E.
DESERT WELL 33
24'-0"
33'-0"
15'-0" B.S.L.
35' ACCESS EASMENT
41'-1 3/4"
31'-0"
18'-0"
79'-6"
54'-0"
8'-0"
6'-0"
24'-0"
10'-5"
16'-0"
80'-0"
9'-0"
24'-8"
24'-0"
38'-1"
47'-0"
64'-0"
24'-0"
16'-0"
8'-0"
63'-0"
36'-0"
65' R.O.W.
8'-0"
63'-0"
50' B.S.L.
43'-4"
24'-5"
CITY WELL SITE
EXISTING 7' BLOCK PRIVACY WALL
8' P.U.E.
50' B.S.L.
50' B.S.L.
TREES
PLANT MATERIAL LEGEND
PALMS
20' TALL MIN.
MEXICAN HONEYSUCKLE
PINK MUHLY - REGAL MIST
MUHLENBERGIA CAPILLARIS
RIO BRAVO SAGE
SHRUBS
5 GAL
5 GAL
5 GAL
5 GAL
       SYMBOL                     BOTANICAL/COMMON NAME        BOX SIZE / HEIGHT/ WIDTH/CALIPER    QUANTITY  
24" BOX
5
6'-0" - 8'-0",
OLEA EUROPA
SWAN HILL OLIVE - MULTI TRUNK
QUERCUS VIRGINIANA
SOUTHERN LIVE OAK
PHOENIX DACTYLIFERA
DATE PALM
3'-0" - 5'-0"
24" BOX
3
7'-0" - 9'-0", 3'-0" - 4'-0", .5" - .75"
13
5'-0" - 7'-0", 3'-0" - 4'-0", 1.0" - 1.5"
24" BOX
2
40
33
21
LEUCOPHYLLUM LANGMANIAE 'RIO BRAVO'
JUSTICIA SPICIGERA
5 GAL
NATAL PLUM 'TUTTLE'
CARISSA MACROCARPA
CONVOLVULUS CNEORUM
BUSH MORNING GLORY
GROUNDCOVER
1 GAL
LANTANA MONTEVIDENSIS
PURPLE TRAILING LANTANA
35
40
39
CHILOPSIS LINEARIS
DESERT WILLOW
2
8'-0" - 10'-0", 5'-0" - 7'-0", 1.75" - 2.25"
36" BOX
LANDSCAPE MATERIALS LEGEND
DECOMPOSED GRANITE
1/2" SCREENED
COLOR: TABLE MESA BROWN
2" MIN. THICKNESS W/ PRE-EMERGENT
                                      MATERIAL                                              
5 GAL
27
DWARF YAUPON HOLLY
ILEX VOMITORIA 'NANA'
5 GAL
40
TEXAS RANGER 'COMPACT' SAGE
LEUCOPHYLLUM FRUTESCENS
5 GAL
31
DEER GRASS
MUHLENBERGIA RIGENS
CHILOPSIS LINEARIS
DESERT WILLOW
6
7'-0" - 9'-0", 2'-6" - 3'-6", 1.0" - 1.5"
24" BOX
3
9'-0" - 11'-0",
3.0" - 4.0"
36" BOX
PISTACIA x 'RED PUSH'
RED PUSH PISTACHE
PISTACIA x 'RED PUSH'
RED PUSH PISTACHE
4'-0" - 5'-0",
15 GAL
12
TEXAS MOUNTAIN LAUREL
SOPHORA SECUNDIFLORA
5 GAL
SALVIA ROSMARINUS 'PROSTRATUS'
TRAILING ROSEMARY
13
0'
Scale:
30'
20'
10'
    1" = 10'-0"
L1.0
LANDSCAPE
PLAN & LEGEND
24X36
GENERAL NOTES
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RED ROCK CONTRACTORS, LLC. D.B.A. RED ROCK DESIGN BUILD ("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. 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 AND THE ENGINEERS OF RECORD INDICATED HEREIN ARE NOT
RESPONSIBLE FOR FIELD ACTIVITIES ON THIS PROJECT WITHOUT DIRECT INSPECTION OF THE
WORK IN PROGRESS. IF FIELD CONDITIONS ARE UNCOVERED THAT REQUIRE A CHANGE OR
ADDITIONAL INFORMATION, RED ROCK AND/OR ENGINEER DOES NOT DELEGATE AUTHORITY
TO ANYONE ELSE FOR DETERMINING THE MEANING OF PLANS OR SPECIFICATIONS AS
AUTHENTICATED HEREIN. RED ROCK CONTRACTORS IS NOT RESPONSIBLE FOR CHANGES,
DELETIONS, SUBSTITUTIONS, OR ADDITIONS TO THE PLANS, SPECIFICATIONS, OR PROJECT BY
OTHERS.
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.
RED ROCK CONTRACTORS ACCEPTS NO RESPONSIBILITY FOR INTERPRETATIONS OR RESTRICTIONS
THAT MAY BE IMPOSED BY A PROPERTY ASSOCIATION.
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.
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.
THESE DOCUMENTS ARE NOT APPROVED FOR PERMITTING OR CONSTRUCTION WITHOUT A
STAMP AND SIGNATURE OF THE ENGINEER IN THE TITLE BLOCK OF EACH SHEET.
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.
BY THE USE OF THESE PLANS, THE USER ACKNOWLEDGES THAT HE/SHE HAS READ AND
UNDERSTANDS ALL OF THE INFORMATION INCLUDED HEREIN.
REFERENCES IN BRACKETS [...] INDICATE SPECIFIC STANDARDS, CODES, ORDINANCES,
REGULATIONS AND AMENDMENTS BY THE AUTHORITIES HAVING JURISDICTION.
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
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.
THE HIERARCHY OF CONTRACT DOCUMENTS SHALL FOLLOW THE AIA "GUIDE FOR
SUPPLEMENTARY CONDITIONS" AND HIGHER COST CONDITIONS SHOULD GOVERN WHERE
CONFLICTS OCCUR.
CONTRACTORS SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS AND
SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND ENGINEER OF ALL DISCREPANCIES PRIOR TO
STARTING WORK.
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.
WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER CALCULATED DIMENSIONS THAT SHALL
TAKE PRECEDENCE OVER SCALED DIMENSIONS.
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.
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.
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.
EXCAVATION PERMITS ARE NOT VALID WITHOUT AN UNDERGROUND UTILITY SERVICE DIG
ALERT ID. (BLUESTAKE OR TICKET NUMBER)
DO NOT COVER OR CONCEAL ANY WORK WITHOUT FIRST OBTAINING AN INSPECTION FROM
THE APPLICABLE ARCHITECT, ENGINEER, GENERAL CONTRACTOR, AND FROM ALL AUTHORITIES
HAVING JURISDICTION.
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.
SPECIAL INSPECTORS MUST BE APPROVED BY THE AUTHORITIES HAVING JURISDICTION TO
PERFORM THE TYPES OF INSPECTION SPECIFIED.
PROJECT DESCRIPTION:
CONSTRUCTION OF NEW COMMERCIAL BUILDING WITH ONE TWO-LEVEL TENANT SUITE,
AND THREE ADDITIONAL ONE-LEVAL TENANT SUITES, ONE WITH DRIVE THROUGH. NEW BUILDING IS +/-
14,000 SQFT, TWO LEVELS.
SITE PLAN GENERAL NOTES:
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.
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.
SWIMMING POOLS, SPAS, FENCES, SITE WALLS, GAS STORAGE TANKS, AND OTHER
MISCELLANEOUS SITE STRUCTURES REQUIRE SEPARATE PERMITS.
PARCEL DATA:
ASSESSOR'S PARCEL NUMBER: 304-33-990D
AUTHORITY HAVING JURISDICTION: CITY OF MESA
ZONING: LC, BUSINESS SERVICE USE
FEMA FLOOD ZONE:
LOT SIZE: 42,853 SQFT OR 0.98 ACRE
SETBACKS: FRONT 15'
SIDE 0' ADJACENT TO LC
50' ADJACENT TO RS
REAR 50'
HEIGHT RESTRICTION: 30'
AREAS: (IN SQUARE FEET)
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%
SHEET INDEX
L0.0
COVER SHEET
L1.0 LANDSCAPE PLAN & LEGEND
RMDC DANCE STUDIO
LANDSCAPE TOTAL CANOPY COVERAGE
6
12
5
40'
25'
30'
TOTAL SQFT FOR SITE ________ SQ. FT.    ________ ACRES
TREE NAME                     MATURE CANOPY SIZE                 TOTAL # TREES       SQFT CANOPY PER TREE          CANOPY TOTAL SQFT
SOUTHERN LIVE OAK
DESERT WILLOW
SWAN HILL OLIVE
7
25'
RED PUSH PISTACHE
.98
706 SQFT
1,256 SQFT
490 SQFT
490 SQFT
3,530 SQFT
7,536 SQFT
5,880 SQFT
3,430 SQFT
TOTAL SQFT OF MATURE COVERAGE FOR SITE ________ SQ. FT.    ________ ACRES. 48% OF TOTAL LOT AREA.
20,376
.467
42,852
*FINAL LANDSCAPE PLAN
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BENJAMIN D.
HAUGHT
2/4/26
EXPIRES 6/30/2028

E WARNER RD
PUBLIC
ENTRANCE
PUBLIC
ENTRANCE
PUBLIC
ENTRANCE
PUBLIC
ENTRANCE
PUBLIC
ENTRANCE
REQUIRED FOUNDATION BASE
15' BASE WITH PUBLIC ENTRANCE
15' x 140' = 2,100 sqft
31'-7 1/2"
27'-5"
8'-0"
63'-0"
10'-4 1/2"
31'-6"
13'-6"
13'-0"
31'-0"
32'-10 1/2"
6'-0 1/2"
37'-4"
78'-9 1/2"
22'-3"
5'-1 1/2"
12'-8 1/2"
49'-5"
25'-11"
49'-5"
0"
19'-3 1/2"
63'-0"
8'-0"
36'-0"
5'-1 1/2"
7'-10 1/2"
61'-7 1/2"
46'-7"
140'-5"
PROVIDED FOUNDATION BASE
13' MIN
32' MAX
OVERALL = 2,440 sqft > 2,100
REQUIRED FOUNDATION BASE
15' BASE WITH PUBLIC ENTRANCE
15' x 140' = 2,100 sqft
PROVIDED FOUNDATION BASE
14'-8" MIN 50'-9" MAX
OVERALL = 3,347 sqft > 2,100
REQUIRED FOUNDATION BASE
15' BASE WITH NO ENTRANCE
15' x 61'-6" = 923 sqft
PROVIDED FOUNDATION BASE
45'-5" MIN 46'-7" MAX
OVERALL = 2,836 sqft > 923
REQUIRED FOUNDATION BASE
5' BASE WITH NO ENTRANCE 
ADJACENT TO DRIVE
5' x 91'-6" = 458 sqft
PROVIDED FOUNDATION BASE
4' MIN
5' 1-1/2" MAX
OVERALL = 420 sqft < 458
139'-3 1/2"
45'-5 1/2"
4'-0"
5'-1 1/2"
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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 9:36:06 AM
2/4/2026 9:36:06 AM
A-1.2
FOUNDATION BASE
EXHIBIT
11245 E WARNER RD.
MESA, AZ 85212
RMDC DANCE STUDIO
1" = 10'-0"
FOUNDATION BASE
N
S
E
W
N
TRUE 
NORTH
No
Description
Date