Submittal Documents

City of Mesa — City Council (2026-01-26)

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BDG
Bramic Design Group, Inc.
10820 E. Calle Linda Vista
Tucson, AZ 85748

April 24, 2025
October 10, 2025 (Revised)

PROJECT NARRATIVE

Project title
Ground Up Office Building

Location
8008 E. University Dr.

Mesa, AZ. 85207

Parcel Nos. – 218 – 08 – 100A; 218 – 08 – 100B

Architect
Bramic Design Group PLLC

10820 E. Calle Linda Vista

Tucson, AZ. 85748

Owner

Dave Williamson

4400 E. Broadway Blvd. Suite 300

Tucson, AZ. 85711

SITE

The current property is vacant land at the northeast corner of 80th St. and University Blvd. It is surrounded by resi-
dential zoning to the north, residential to the west, residential to the south, and commercial to the east. The current
Zoning of this property is NC (Neighborhood Commercial). In the existing ROW, there is existing sidewalks running
along the west and south sides of this property. Existing utility availability is unknown at this time and will be investi-
gated.

PROPOSED USE

The proposed use for this property is to build a ground up 24,000 office building structure. The Department of Child
Safety provides various services to vulnerable abused and neglected children. Given the demands placed on the
agency in the City of Mesa and the surrounding areas with increases in the reporting of child abuse cases, DCS is seek-
ing to expand their capabilities in the East Valley. This office building is specifically intended to provide the capability
for their agency to meet the critical needs of the citizens, families, and children of Mesa and surrounding communi-
ties

Regrettably, abuse and neglect is a 24/7, 365 challenge meaning children may enter into this building for care anytime
during the day, night, weekend, or holiday. The immediate efforts to care for and rescue children requires a new fa-
cility of a size as proposed to house the dedicated staff and the increasing number of case investigations and the chil-
dren coming in for care.

The Department is a child welfare program established under A.R.S. § 8-451 for the protection of children alleged to
be abused and neglected. The Department provides an array of services to children and families, including prevention
programs, child protective services, in-home intensive services, family support and preservation services, kinship and
foster care services, adoption promotion and support services, health care services for children in foster care, and
other child welfare programs.

DCS operates Monday through Friday 8 am to 5 pm. This office serves as the workspace for DCS social workers that
support families, children and foster families. DCS by statue must be close enough to respond within two hours to any

call from the State Child Abuse 24 Hour Hotline. This office will help cover those calls from the Maricopa County East-
ern zip codes. Primary function is workspace for the social workers as the process the paperwork for individual case
files of families within the DCS system. Smaller client front office area to conduct court order visitations and meetings
between families and their legal representatives and our team with the Arizona Attorney General asst. AG’s.

DCS schedules all of these appointments - they are not walk in services. So, we do not have high numbers of visitors
from the public at our office like what would be seen at a DES office that supports food stamps processing and other
economic based government services. This office sees 10 to 12 public visitors a day for court supervised child visita-
tions. The primary goal is to be able to reunify these children with their family and the supervised visits assist towards
that goal.

EXTERIOR DESIGN

Per comments received from our 1st submission and a subsequent meeting with city staff, the revised exterior design
will show a more variation in materials throughout and a more 3D appearance vs a plainer façade look per the 1st sub-
mission. Materials will include painted stucco, decorative masonry and metal accents to complement the main
painted stucco body of the building. Height are adjusted as well to move away from a singular top of façade look to
bring more variation to the building as well.

INTERIOR FUNCTION OF BUILDING

The current staff count is 77 people. DCS requests a build out for a future higher staffing placement with will allow
more future cubicles for their case workers

VEHICULAR/VISTOR/EMPLOYEE PARKING DETAILS

Visitor parking

24 spaces (DCS only needs 16 – 18, but due to redesign of the site, we’re showing more)
Staff parking

71 spaces
Fleet parking

35 spaces (+/-) – these are cars used by staff for during the day client visits vs using

their own cars and will consist of Ford Explorers, Chevrolet Trax, and Pontiac G6 vehicles

(total parking that is in secured, fenced area is approximately 111)
Minimum required
64 (with more parking created for future, anticipated growth of the agency needs)

Total parking provided
130

(Sedan and small SUV’s to be able to have a safer rear back seat for children with seat belts to transport them, no
large trucks or large SUV’s to be used. The fleet is eventually going to small Chevy Trax models going forward with
purchased by ADOT)

(Note office and field staff are one in the same for employee count)

Anticipated number of visitors per day – they see an average of 5 visits per week. Each visit can have a few family
members, sometimes both parents and with the attorney general’s court mandated meetings at the extreme, they
see 10 – 12 visitors per day

CODE COMPLIANCE

The site design submitted, although very preliminary in nature, will meet all parking code, bicycle code, loading zone,
pedestrian access to the ROW, landscape buffer, building height, and building setbacks required by the City of Mesa
should further design development of this project be allowed for this use at this location

Thank you for allowing Bramic Design Group PLLC to submit this revised project narrative and revised preliminary de-
sign site and building design for the city’s review.

Gene Goldstein
President - Bramic Design Group PLLC
Architect – State of AZ - 15939

C:\Users\mfellinger\appdata\local\temp\AcPublish_17468\7408-LANDSCAPE-PLAN.dwg Plotted: Oct. 22, 2025
2025 Rick Engineering Company
c
520-795-1000
rickengineering.com
TUCSON, AZ 85712
3945 E FORT LOWELL RD #111
SAN DIEGO ORANGE RIVERSIDE SACRAMENTO SAN LUIS OBISPO
SANTA CLARITA PHOENIX TUCSON LAS VEGAS DENVER
7
Contact Arizona 811 at least two full
working days before you begin excavation
Call 811 or click Arizona811.com
L04
8008 EAST UNIVERSITY DRIVE
MESA, ARIZONA 85207
DCS UNIVERSITY DRIVE
4
landscape details
4"
2x ROOTBALL
DIAMETER MIN.
1
2
3
4
7
8
5
6
SLOPE CONDITION
2x ROOTBALL
DIAMETER MIN.
1
2
3
4
7
8
LEVEL CONDITION
9
10
11
6
BERM ON DOWNHILL SIDE
OF TREE ONLY.
BROWSE CAGE. SEE NOTE 6.
11
HARDPAN OR CALICHE SOIL LAYER.
10
DRILL 8" DIAMETER CHIMNEY DRAINAGE HOLE AT BOTTOM
OF PLANT PIT IF HARDPAN OR CALICHE SOIL LAYER IS
ENCOUNTERED.
9
SLOPE GRADE PRIOR TO PLANTING.
6
3
FERTILIZER TABLETS.
(2) 2" DIA. LODGE POLE STAKES. PLACE OUTSIDE OF
ROOTBALL.
BLACK PLASTIC CINCH-TIE WITH ONE TWIST NAILED TO
STAKE, OR APPROVED EQUAL. (WIRE TIES WITH RUBBER
HOSE IS NOT ACCEPTABLE).
8
7
AMENDED BACKFILL MIX.
ROOTBALL. PLACE ON UNDISTURBED NATIVE SOIL AT
BOTTOM OF PLANT PIT.
4" HIGH EARTH BERM / MICROBASIN (NOT REQUIRED FOR
LEVEL CONDITION IF TREE IS LOCATED IN A DEPRESSED
WATER HARVESTING AREA; ALWAYS REQUIRED FOR SLOPE
CONDITION.)
FINISH GRADE.
4
5
1
2
11
4"
NOTES:
1. TREE STAKES ARE NOT REQUIRED FOR 5 GAL. TREES.
2. TREE STAKES MAY BE OMITTED IF TREE IS ABLE TO
SUPPORT ITSELF UPRIGHT WITHOUT LEANING OR
BENDING.
3. WHEN STAKES ARE INSTALLED, TIES SHOULD BE
PLACED AS LOW AS POSSIBLE WHILE STILL PROVIDING
NECESSARY SUPPORT. CUT STAKE APPROX. 6" ABOVE
TIE TO AVOID BRANCHES RUBBING ON STAKE.
4. ALL NURSERY STAKES ARE TO BE REMOVED
REGARDLESS OF PLANT SIZE.
5. SCARIFY SIDES OF PLANT PIT TO ELIMINATE SMOOTH
SHOVEL CUTS PRIOR TO PLACEMENT OF TREE IN PIT.
6. CONTRACTOR SHALL INCLUDE BROWSE CAGES FOR
ALL TREES AS AN ADDITIVE ALTERNATE IN THE BID.
CONTRACTOR SHALL CLOSELY MONITOR TREES FOR
WILDLIFE DAMAGE DURING THE MAINTENANCE PERIOD,
AND SHALL IMMEDIATLEY MAKE A RECOMMENDATION
FOR A CORRECTIVE COURSE OF ACTION TO THE
OWNER IF WILDLIFE DAMAGE OCCURS OR IS
SUSPECTED. SUBMIT BROWSE CAGE SHOP DRAWING
FOR APPROVAL PRIOR TO INSTALLATION.
TREE PLANTING
NOT TO SCALE
A
10
ROCK MULCH AS SPECIFIED.
NOTES:
1.
TIES SHOULD BE PLACED AS
LOW AS POSSIBLE WHILE
STILL PROVIDING NECESSARY
SUPPORT. CUT STAKE
APPROX. 6" ABOVE TIE TO
AVOID BRANCHES RUBBING
ON STAKE.
2.
ALL NURSERY STAKES ARE TO
BE REMOVED REGARDLESS
OF PLANT SIZE.
3.
SCARIFY BOTTOM AND SIDES
OF PLANT PIT TO ELIMINATE
SMOOTH SHOVEL CUTS PRIOR
TO PLACEMENT OF TREE IN
PIT.
4. CENTER TREES IN PARKWAY.
5.
SEE GENERAL TREE PLANTING
DETAIL FOR ADDITIONAL
PLANTING REQUIREMENTS IF
CALICHE SOIL LAYER IS
ENCOUNTERED.
6
3
FERTILIZER TABLETS AS SPECIFIED.
(2) 2" DIA. LODGE POLE STAKES. PLACE OUTSIDE OF
ROOTBALL.
BLACK PLASTIC CINCH-TIE WITH ONE TWIST NAILED TO
STAKE, OR APPROVED EQUAL. (WIRE TIES WITH RUBBER
HOSE IS NOT ACCEPTABLE).
8
BACKFILL. SEE SPECIFICATIONS.
ROOTBALL. PLACE ON UNDISTURBED SOIL AT BOTTOM
OF PLANT PIT.
FINISH GRADE OF BACKFILL.
4
5
1
2
CONCRETE CURB PER CIVIL PLANS.
9
24" DEPTH ROOT BARRIER PER FINISH SCHEDULE.
7
1
CONCRETE SIDEWALK PER CIVIL PLANS.
6
5
4
3
2
7
7
8
9
10
NOT TO SCALE
TREE ROOT BARRIER
B
4"
2x
ROOTBALL
DIAMETER
1
2
3
4
5
SLOPE CONDITION
LEVEL CONDITION
7
8
9
6
6
2x
ROOTBALL
DIAMETER
4"
4
1
2
3
BROWSE CAGE. SEE NOTE.
9
HARDPAN OR CALICHE SOIL LAYER.
8
DRILL CHIMNEY DRAINAGE HOLE AT BOTTOM
OF PLANT PIT IF HARDPAN OR CALICHE SOIL
LAYER IS ENCOUNTERED.
7
NOTE: CONTRACTOR SHALL INCLUDE BROWSE CAGES FOR ALL SHRUBS AS AN ADDITIVE ALTERNATE
IN THE BID. CONTRACTOR SHALL CLOSELY MONITOR SHRUBS FOR WILDLIFE DAMAGE DURING THE
MAINTENANCE PERIOD, AND SHALL IMMEDIATLEY MAKE A RECOMMENDATION FOR A CORRECTIVE
COURSE OF ACTION TO THE OWNER IF WILDLIFE DAMAGE OCCURS OR IS SUSPECTED. SUBMIT
BROWSE CAGE SHOP DRAWING FOR APPROVAL PRIOR TO INSTALLATION.
SLOPE GRADE PRIOR TO PLANTING.
6
3
FERTILIZER TABLETS.
AMENDED BACKFILL MIX.
ROOTBALL. PLACE ON UNDISTURBED NATIVE
SOIL AT BOTTOM OF PLANT PIT.
4" HIGH EARTH BERM / MICROBASIN (NOT
REQUIRED FOR LEVEL CONDITION IF TREE IS
LOCATED IN A DEPRESSED WATER
HARVESTING AREA; ALWAYS REQUIRED FOR
SLOPE CONDITION.)
FINISH GRADE.
4
5
1
2
BERM ON DOWNHILL SIDE
OF SHRUB ONLY.
9
NOT TO SCALE
SHRUB PLANTING
D
ROCK MULCH
NOT TO SCALE
PRE-EMERGENT WEED CONTROL
ON TOP OF DECOMPOSED
GRANITE/DECORATIVE ROCK
AFTER ROCK IS PLACED.
1
1
2
MINIMUM 2" THICKNESS
DECOMPOSED
GRANITE/DECORATIVE ROCK.
SIZE AND COLOR PER PLANTING
LEGEND.
2
PRE-EMERGENT WEED CONTROL
ON SUBGRADE PRIOR TO ROCK
PLACEMENT.
3
SUBGRADE SHALL BE SMOOTH
AND FREE OF DEBRIS PRIOR TO
DECORATIVE ROCK PLACEMENT.
4
3
4
C
CACTI PLANTING
SUPPORT CACTI BY PLACING
2-4 ROCKS (1 CU. FT. MIN) ON
ROOTS
FINISH GRADE
BACKFILL (1/2 SCREENED NATIVE
SOIL AND 1/2 CLEAN SAND)
UNDISTURBED NATIVE SOIL
5
1
4
3
2
NOT TO SCALE
SLOPE
NOTES:
1. SET MAIN STEM OF CACTI PLUMB AS VIEWED FROM ALL SIDES.
2. DO NOT CREATE A BASIN AT BASE OF CACTUS. SLOPE
BACKFILL AWAY FROM STEM.
3. TREAT ALL BARE ROOTS WITH POWDERED SULFUR.
4. PRICKLY PEAR ONLY - BURY ONE FULL PAD, MINIMUM.
5. SAGUARO ONLY - BURY PORTION OF GREEN CACTUS 1/10TH
HEIGHT OF CACTUS, UP TO A MAXIMUM OF 24"
6. OCOTILLO - BURY ROOT SYSTEM SUCH THAT TOP OF ROOT
SYSTEM IS 6" (MAX.) BELOW FINISHED GRADE
1
SLOPE
2
2
2
18" MINIMUM
3
3
3
3
3
3
4
4
4
1
5
5
5
PRICKLY PEAR
AND
CHOLLA
OCOTILLO
SAGUARO
AND
BARREL CACTUS
E

M
SHRUB
1"
A2
(1) 4" SLEEVE, TYP.
BF
1-1/2"
TREE
1"
A1
P.O.C. AT NEW 1" IRRIGATION METER
DESIGN PRESSURE: 60 PSI
MAX. FLOW: 10 GPM
A
C:\Users\mfellinger\appdata\local\temp\AcPublish_17468\7408-LANDSCAPE-PLAN.dwg Plotted: Oct. 22, 2025
2025 Rick Engineering Company
c
520-795-1000
rickengineering.com
TUCSON, AZ 85712
3945 E FORT LOWELL RD #111
SAN DIEGO ORANGE RIVERSIDE SACRAMENTO SAN LUIS OBISPO
SANTA CLARITA PHOENIX TUCSON LAS VEGAS DENVER
7
Contact Arizona 811 at least two full
working days before you begin excavation
Call 811 or click Arizona811.com
L05
8008 EAST UNIVERSITY DRIVE
MESA, ARIZONA 85207
DCS UNIVERSITY DRIVE
5
irrigation plan
MATCHLINE - SEE SHEET L06
UNIVERSITY DR.
N. 80th ST.
20
10
0
20
40
60
GRAPHIC SCALE: 1"=20'
A.
ANY CHANGES MADE TO THE PLANS AND DETAILS
SHOWN ON THESE DOCUMENTS WHICH ARE NOT
APPROVED
BY
THE
LANDSCAPE
ARCHITECT
RELEASES RICK ENGINEERING OF ANY LIABILITY
INCURRED AS A RESULT OF SAID CHANGES.
B.
THESE
IRRIGATION
DRAWINGS
ARE
DIAGRAMMATIC. CONTRACTOR TO FOLLOW AS
CLOSELY AS PRACTICAL. INSTALL PIPING AND
EQUIPMENT
IN
PLANTER
AREAS
WHENEVER
POSSIBLE WITH A MINIMUM OF 10’ FEET CLEAR
FROM
TREE
ROOT
BALLS
WHEN
POSSIBLE.
EQUIPMENT SHOWN ON PAVED AREAS IS FOR
DESIGN CLARITY ONLY. IRRIGATION EQUIPMENT
SHOWN
OUTSIDE
OF
MAINTENANCE
RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL
MAINTAINED
AREA
EQUIPMENT
SHALL
BE
INSTALLED WITHIN THE LIMIT OF WORK LINES. DO
NOT MAKE CHANGES OR ALTERATIONS TO PLANS
WITHOUT PRIOR APPROVAL OF THE OWNERS
REPRESENTATIVE.

THE
QUANTITIES
AND
CONDITIONS SHOWN ON THESE PLANS ARE FOR
INFORMATIONAL
PURPOSES
ONLY.

THE
CONTRACTOR
SHALL
VERIFY
THE
ACTUAL
QUANTITIES AND SITE CONDITIONS PRIOR TO
BIDDING THE WORK.
C.
IF ANY UTILITIES CONFLICT WITH THE ORIGINAL
PLACEMENT OF INTENDED PLANT MATERIAL ON
SITE THE LANDSCAPE ARCHITECT WILL AID THE
CONTRACTOR IN THE RELOCATION OR SHIFTING
OF PLANT MATERIAL ON SITE. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
TYPE AND LOCATION OF UTILITIES AS NECESSARY
TO AVOID DAMAGE THERETO. ALL UTILITIES
SHALL BE LOCATED AND VERIFIED PRIOR TO ANY
EXCAVATION. THE LOCATIONS OF UTILITIES,
STRUCTURES AND SERVICES SHOWN ON THESE
PLANS
ARE
APPROXIMATE
ONLY.

ANY
DISCREPANCIES BETWEEN THESE PLANS AND
ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNERS REPRESENTATIVE IMMEDIATELY.
PRIOR TO COMMENCEMENT OF ANY WORK, THE
CONTRACTOR SHALL CONTACT CALL BEFORE YOU
DIG (811) TO VERIFY LOCATIONS AND DEPTHS OF
UNDERGROUND
UTILITIES
THAT
MAY
BE
AFFECTED BY THIS WORK, AND
SHALL BE
RESPONSIBLE FOR DAMAGES TO SUCH UTILITIES
CAUSED AS A RESULT OF THE WORK.
D.
THE CONTRACTOR SHALL COMPLY WITH ALL
LAWS,
RULES
AND
REGULATION
OF
ALL
AUTHORITIES HAVING JURISDICTION OVER THE
PREMISES. THE CONTRACTOR SHALL OBTAIN ALL
NECESSARY PERMITS FOR THIS WORK. THE
CONTRACTOR
SHALL
BE
RESPONSIBLE
FOR
OBTAINING AND COMPLYING WITH ALL PERMITS
REQUIRED TO COMPLETE THE WORK COVERED BY
THESE PLANS AND SPECIFICATIONS.
E.
DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS
SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN
THE FIELD THAT UNKNOWN CONDITIONS EXIST
THAT WERE NOT EVIDENT AT THE TIME THESE
PLANS WERE PREPARED. ANY SUCH CONDITIONS
SHALL BE BROUGHT TO THE ATTENTION OF THE
OWNERS REPRESENTATIVE PRIOR TO ANY WORK
OR THE IRRIGATION CONTRACTOR SHALL ASSUME
RESPONSIBILITY FOR ANY FIELD CHANGES.
F.
DO NOT INSTALL IRRIGATION MAINLINE THROUGH
THE MIDDLE OF PLANTER WHERE POTENTIAL
CONFLICTS WITH TREES ARE EXISTING AND/OR
PROPOSED. COORDINATE WITH PLANTING PLAN
TO AVOID CONFLICTS.
G.
VALVE MANIFOLDS, BALL VALVES, RCV’S, QUICK
COUPLERS, ETC. SHALL BE LOCATED WITHIN
SHRUB
PLANTING
AREAS.

VERIFY
ACTUAL
LOCATIONS
IN
THE
FIELD
WITH
OWNERS
REPRESENTATIVE PRIOR TO INSTALLATION.
H.
THE CONTRACTOR SHALL VERIFY AVAILABLE
WATER PRESSURE AT POINT OF CONNECTION
AND
PROVIDE
TO
OWNER
AND
OWNERS
REPRESENTATIVE WITH TESTING RESULTS IN
WRITING PRIOR TO BEGINNING WORK.
I.
THE SPRINKLER SYSTEM DESIGN IS BASED ON THE
MINIMUM PRESSURE AND THE MAXIMUM FLOW
DEMAND SHOWN ON THE IRRIGATION DRAWINGS
AT THE POINT OF CONNECTION (P.O.C.). THE
IRRIGATION CONTRACTOR SHALL VERIFY THE
WATER PRESSURE PRIOR TO CONSTRUCTION.
REPORT ANY DIFFERENCE BETWEEN THE WATER
PRESSURE INDICATED ON THE DRAWINGS AND
THE
ACTUAL
PRESSURE
READING
AT
THE
IRRIGATION
POC
TO
THE
OWNERS
REPRESENTATIVE. IN THE EVENT PRESSURE
DIFFERENCES ARE NOT REPORTED PRIOR TO
START
OF
CONSTRUCTION,
THE
IRRIGATION
CONTRACTOR
SHALL
ASSUME
FULL
RESPONSIBILITY FOR ANY REVISIONS AND COSTS
ASSOCIATED WITH SAID REVISIONS.
J.
THE CONTRACTOR SHALL FURNISH AN IRRIGATION
SYSTEM THAT PROVIDES COMPLETE COVERAGE
TO ALL INTENDED AREAS. CONTRACTOR SHALL
MAKE ALL REQUIRED ADJUSTMENTS TO ASSURE
ADEQUATE
SYSTEM
COVERAGE
AND
DISTRIBUTION EFFICIENCY. CONTRACTOR SHALL
ADJUST ALL HEADS, LATERALS AND MAINLINE AS
REQUIRED TO ACCOMMODATE ANY HORIZONTAL
OBSTRUCTIONS THAT MAY OCCUR INCLUDING BUT
NOT LIMITED TO FLATWORK, LIGHT POLES, FIRE
HYDRANTS,
TRANSFORMERS,
ETC.
ADD
ADDITIONAL
SPRINKLER
HEADS,
BUBBLERS,
EMITTERS, ETC. AND ADJUST ALL EXISTING AND
PROPOSED EQUIPMENT WITHIN THE PROJECT
LIMITS OF WORK FOR OPTIMUM COVERAGE AND
MINIMUM OVERSPRAY. ALL ADJUSTMENTS SHALL
BE MADE AT NO ADDITIONAL COST TO THE
OWNER.
K.
THE
CONTRACTOR
IS
TO
HAVE
ACTUAL
LOCATIONS OF THE AUTOMATIC CONTROLLER(S)
APPROVED IN THE FIELD BY THE OWNERS
REPRESENTATIVE PRIOR TO INSTALLATION.
L.
IT
SHALL BE THE RESPONSIBILITY OF THE
IRRIGATION
CONTRACTOR
TO
COORDINATE
ELECTRICAL
SERVICE
WITH
THE
GENERAL
CONTRACTOR AND MAKE THE FINAL CONNECTION
FROM
THE
ELECTRICAL
SOURCE
TO
THE
CONTROLLER.
M.
SHOULD
FIELD
CONDITIONS
REQUIRE
PIPE
INSTALLATION OTHER THAN THAT SHOWN ON
PLANS, THE CONTRACTOR SHALL LIMIT EXCESS
FLOW AND SIZE ALL PIPE NOT TO EXCEED A
VELOCITY OF 5 FEET PER SECOND (FPS) IN PVC
PIPE. FLOW THROUGH ANCILLARY EQUIPMENT OR
COPPER PIPE SHALL NOT EXCEED 7.5 FPS. ALL
ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL
COST TO THE OWNER.
N.
BACKFILL OVER MAINLINES SHALL OCCUR ONLY
AFTER INSPECTION OF MAINLINES. PROVIDE 4” OF
ROCK FREE SOIL OR SAND IMMEDIATELY AROUND
PIPE.
O.
INSTALL ALL IRRIGATION PIPING AND WIRES IN
SCH 40 PVC SLEEVE WHEN ROUTED UNDER
PAVEMENT OR STRUCTURES AS DETAILED AND
PER THE SPECIFICATIONS. WIRES ARE TO BE
PLACED IN AN INDEPENDENT SLEEVE, SEPARATE
FROM THE IRRIGATION PIPING. ALL SLEEVES TO
EXTEND
12”
MINIMUM
PAST
THE
EDGE
OF
PAVEMENT
AT
THE
PROPER
DEPTH,
SEE
IRRIGATION DETAILS. ALL SLEEVES SHALL BE
TWICE THE DIAMETER OF THE PIPE OR WIRE
BUNDLE BEING SLEEVED UNLESS OTHERWISE
NOTED ON PLANS.
P.
THE CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS
TO
PROTECT
ADJACENT
PROPERTIES
FROM
DAMAGE
THROUGHOUT
CONSTRUCTION.
Q.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ALL
CONSTRUCTION
MEANS
AND
METHODS,
COORDINATION
AND
SEQUENCING
DURING
CONSTRUCTION
UNLESS
SPECIFICALLY
ADDRESSED OTHERWISE IN THESE PLANS AND
SPECIFICATIONS.
R.
THE CONTRACTOR SHALL VERIFY AND ACCEPT
ALL SITE CONDITIONS AND ROUGH GRADES PRIOR
TO STARTING ANY WORK. ALL DRAINAGE FLOWS
SHALL
BE
PROTECTED
AND
MAINTAINED
THROUGHOUT CONSTRUCTION.
S.
CONTRACTOR SHALL INSTALL MANUAL DRAIN
VALVE(S) AS DETAILED AT SYSTEM LOW POINT(S)
AND
FURNISH
AND
INSTALL
FITTINGS
AS
REQUIRED
FOR
SYSTEM
WINTERIZATION,
IF
APPLICABLE, PER STANDARD LOCAL PRACTICE.
RICK ENGINEERING IRRIGATION NOTES:
IRRIGATION EQUIPMENT LEGEND
1-1/2" PVC MAINLINE PIPE
3/4" POLYETHYLENE LATERAL
PVC SLEEVE
FLUSH CAP
SYMBOL
DESCRIPTION
JAIN IRRIGATION MODEL CEFCHL
MANUFACTURER / MODEL
SINGLE OUTLET EMITTER
RAINBIRD XB-10, OR EQUAL
NOT SHOWN
NOT SHOWN
MULTI-OUTLET EMITTER
RAINBIRD XB-10-6, OR EQUAL
AUTOMATIC CONTROLLER
6 STA. HUNTER XC HYBRID WITH SOLAR PANEL
NEW 1" WATER METER
REMARKS
PVC SCH 40, SIZE PER PLAN
EXTEND FROM PRESSURE REGULATORS TO WITHIN 10' OF EACH
TREE AND SHRUB.
INSTALL IN 6" ROUND VALVE BOX
PVC SCH 40; TWO TIMES DIA. OF PIPE OR WIRE BUNDLE UNLESS
SIZE IS NOTED OTHERWISE ON PLAN.
BACKFLOW PREVENTION ASSEMBLY
1" FEBCO 825Y
INSTALL AS DETAILED, WITH GUARDSHACK ENCLOSURE (TAN)
INSTALL AS DETAILED
DRIP REMOTE CONTROL VALVE
ASSEMBLY
RAINBIRD CONTROL ZONE KIT
XCZ-100-PRB-COM
BF
A
M
STAINLESS STEEL SOLAR OUTDOOR MODEL ON XCHSPOLE

1-1/2"
(1) 4" SLEEVE, TYP.
TREE
1"
A3
SHRUB
1"
A4
C:\Users\mfellinger\appdata\local\temp\AcPublish_17468\7408-LANDSCAPE-PLAN.dwg Plotted: Oct. 22, 2025
2025 Rick Engineering Company
c
520-795-1000
rickengineering.com
TUCSON, AZ 85712
3945 E FORT LOWELL RD #111
SAN DIEGO ORANGE RIVERSIDE SACRAMENTO SAN LUIS OBISPO
SANTA CLARITA PHOENIX TUCSON LAS VEGAS DENVER
7
Contact Arizona 811 at least two full
working days before you begin excavation
Call 811 or click Arizona811.com
L06
8008 EAST UNIVERSITY DRIVE
MESA, ARIZONA 85207
DCS UNIVERSITY DRIVE
6
irrigation plan
MATCHLINE - SEE SHEET L05
UNIVERSITY DR.
20
10
0
20
40
60
GRAPHIC SCALE: 1"=20'

C:\Users\mfellinger\appdata\local\temp\AcPublish_17468\7408-LANDSCAPE-PLAN.dwg Plotted: Oct. 22, 2025
2025 Rick Engineering Company
c
520-795-1000
rickengineering.com
TUCSON, AZ 85712
3945 E FORT LOWELL RD #111
SAN DIEGO ORANGE RIVERSIDE SACRAMENTO SAN LUIS OBISPO
SANTA CLARITA PHOENIX TUCSON LAS VEGAS DENVER
7
Contact Arizona 811 at least two full
working days before you begin excavation
Call 811 or click Arizona811.com
L07
8008 EAST UNIVERSITY DRIVE
MESA, ARIZONA 85207
DCS UNIVERSITY DRIVE
7
irrigation details
36" MAX.
4
3
2
1
12"MIN
7
7
6
5
6
NOT TO SCALE
BRASS WYE STRAINER (LINE SIZE).
REDUCED PRESSURE BACKFLOW
DEVICE WITH 2 BALL VALVES,
REFER TO PLAN FOR TYPE AND SIZE
BRASS UNION
BRASS ELL (TYPICAL)
BRASS NIPPLE, TYPICAL
PVC MALE ADAPTER
3" THICK CONCRETE PAD. WRAP PIPES W/ 10
MIL. TAPE. SATURATE AND COMPACT
SUB-GRADE TO 90% PRIOR TO POUR.
1
2
4
5
3
8
ENCLOSURE PER LEGEND.
8
BACKFLOW PREVENTION DEVICE
B
12"
12"
(TYP)
12"
12"
(TYP)
12"
RECTANGULAR
VALVE BOX (TYP)
VALVE BOX LAYOUT
NOTES:
1. VALVE BOXES SHALL BE LABELED BY HOT IRON BRANDING OR ALUMINUM ASPHALT
BASED WATERPROOF PAINT.
2. CONTROL VALVES SHALL BE INSTALLED TO ALLOW ORDERLY ARRANGEMENT OF
VALVE BOXES.
3. LOCATE VALVE ASSEMBLIES IN SHRUB OR GROUND COVER AREAS WHEN POSSIBLE.
4. LOCATION OF VALVE ASSEMBLIES SHALL BE STAKED FOR APPROVAL BY OWNER'S
REPRESENTATIVE PRIOR TO INSTALLATION.
5. CENTER VALVE BOXES OVER VALVE ASSEMBLE TO FACILITATE ACCESS AND
MAINTENANCE.
6. SET VALVE BOXES AT EQUAL ELEVATIONS WITH TOPS AT FINISH GRADE IN TURF
AREAS OR 2" ABOVE FINISH GRADE IN SHRUB/GROUND COVER AREAS.
7. VALVE BOXES SHALL BE SET PARALLEL TO EACH OTHER AND PERPENDICULAR TO
EDGE OF AREA.
8. DO NOT DEFORM OR COLLAPSE VALVE BOX BY EXCESSIVE SOIL COMPACTING
AROUND BOX.
9. ON RECYCLED SYSTEMS ALL VALVE BOXES AND QUICK COUPLING VALVES SHALL BE
CLEARLY COLORED PURPLE.
1
1
QUICK COUPLING
VALVE BOX (TYP)
2
2
NOT TO SCALE
C
TRENCHING AND SLEEVING
NOT TO SCALE
FINISH GRADE
PVC LATERAL LINE
PVC MAINLINE
DIRECT BURIAL LOW VOLTAGE
CONTROL WIRES, BUNDLE AT 10 FT.
O.C., BURY AT SAME DEPTH AS
MAINLINE
4
CLEAN BACKFILL, SATURATE AND
COMPACT TO 90%
6
5
POLYETHYLENE LATERAL LINE OR
LANDSCAPE DRIPLINE.
1
3
2
6"
12"
18"
4" MIN. TYP.
1
2
3
5
4
6
7
UNDISTURBED SOIL
7
8
18" MIN.
4" MIN. TYP.
10
9
11
PAVED SURFACE
8
MAIN LINE SLEEVE
9
LATERAL LINE SLEEVE
10
CONTROL WIRE SLEEVE
11
NOTE: EXTEND SLEEVE ENDS 24" BEYOND BACK OF CURB, WALK, OR PAVEMENT EDGE.
A CONTINUOUS MAGNETIC MARKING TAPE SHALL BE PLACED 12 INCHES BELOW
FINISHED GRADE ABOVE THE SLEEVE. AT ROAD CROSSINGS, THE CURB SHALL BE
MARKED BY A STAMPED LABEL "I" (IRRIGATION SYSTEM). SLEEVE ENDS SHALL BE
COVERED WITH HEAVY DUTY TAPE TO PREVENT SOIL FROM ENTERING SLEEVES UPON
BACK FILLING.
MARKING TAPE
12
12
D
1
2
3
5
16
10
8
6
7
1
REMOTE CONTROL VALVE PER IRRIGATION LEGEND.
2
2" GRAY FEMALE THREADED PVC BALL VALVE (SAME SIZE AS RCV)
3
SCH. 80 PVC UNION (THREADED)
6
2" SCH. 80 PVC NIPPLE, TYP.
13 LATERAL LINE PER IRRIGATION LEGEND, SIZE PER PLAN
5
VALVE BOX.
14 3" MIN. DEPTH OF 3/4" WASHED GRAVEL
15 BRICKS FOR BOX SUPPORT (1 AT EA. CORNER)
9
30-INCH LINEAR LENGTH OF WIRE, COILED, WATERPROOF CONNECTIONS
10 PVC MAINLINE PER IRRIGATION LEGEND, SIZE PER PLAN
4
SCH. 80 PVC FEMALE ADAPTER (FPT x SLIP)
7
2" SCH. 80 PVC ELBOW (THREADED)
8
2" SCH. 80 PVC TEE (THREADED)
16 FINSHED GRADE OF ROCK MULCH
6
12
11
9
11 WYE FILTER PER IRRIGATION LEGEND
12 PRESSURE REGULATOR PER IRRIGATION LEGEND
13
15
14
REMOTE CONTROL VALVE (DRIP)
NOT TO SCALE
4
3
E
1'
2.5'
1'
2.5'
10' OR LESS FROM
LATERAL TO ROOTBALL
> 10' FROM LATERAL
TO ROOTBALL
EMITTER PLACEMENT @ TREES
NOT TO SCALE
LATERAL LINE PER LEGEND
1/4" DISTRIBUTION TUBING, TYP.
DISCHARGE POINT, TYP., TO BE 1" ABOVE FINISH GRADE
MULTI-OUTLET DRIP EMITTER
2
4
5
3
1
TREE ROOTBALL
1
2
3
4
5
6
INSTALL SUBLATERALS WHERE TREE ROOTBALL IS GREATER THAN
10' FROM LATERAL
2
4
5
3
6
1
H
SINGLE OUTLET DRIP EMITTER
2
NOT TO SCALE
3/4" POLYETHYLENE LATERAL
1/4" DISTRIBUTION TUBING
SINGLE OUTLET DRIP EMITTER PER LEGEND
FINISH GRADE
2
4
3
1
1
3
4
F
MULTI-OUTLET DRIP EMITTER
MULTI-OUTLET DRIP EMITTER PER LEGEND
6" ROUND VALVE BOX
3" MIN. DEPTH OF 3/4" WASHED GRAVEL
1/4" DISTRIBUTION TUBING
2
FINISH GRADE
6
3/4" POLYETHYLENE LATERAL
3
5
4
1
1
6
2
3
4
5
NOT TO SCALE
G
IRRIGATION CONTROLLER
PER IRRIGATION LEGEND
STAINLESS STEEL POLE AND
MOUNTING BRACKET
FINISHED GRADE
MIN. 1 CU. FT. CONCRETE
SOLAR PANEL PER
IRRIGATION LEGEND
IRRIGATION CONTROLLER
NOT TO SCALE
1
2
3
4
1
2
3
4
5
5
A

Finished Floor
0'-0"
+ 16'-0"
Top of Parapet
+ 20'-0"
Top of Parapet
+ 18'-0"
Top of Awning
Finished Floor
0'-0"
+ 16'-0"
Top of Parapet
+ 20'-0"
Top of Parapet
+ 18'-0"
Top of Awning
+ 11'-0"
Ceiling Line at Awning
48"x48"
48"x48"
48"x48"
48"x48"
48"x48"
48"x48"
16'-0"
Top of Parapet
11'-0"
11
8
11
8
6
6
6
6
6
2
2
2
2
2
11
9
11
9
9
9
11
11
10
13
13
13
2
2'-0"
2'-0"
4'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
10
10
10
10
+ 8'-0"
Top of Windows
14
15
1
1
A901
2
A901
3
A901
16
6
A902
Typ.
5
A902
2'-0"
1
1
1
11
Bottom of Stone Veneer
1
15
16
18
18
18
18
+ 4'-0"
Top of Conc
+ 4'-0"
Top of Conc
horizontal distance
+ 1'-4"
"Nichiha" wall face
horizontal distance
+ 0'-6"
Stone veneer
horizontal distance
0'-0"
Main wall face (stucco)
horizontal distance
+ 0'-1/2"
Conc. wall face
horizontal distance
+ 1'-4"
"Nichiha" wall face
horizontal distance
+ 0'-6"
Stone veneer
horizontal distance
0'-0"
Main wall face (stucco)
horizontal distance
+ 0'-1/2"
Conc. wall face
horizontal distance
+ 0'-6"
Stone veneer
horizontal distance
+ 1'-4"
"Nichiha" wall face
horizontal distance
0'-0"
Main wall face (stucco)
horizontal distance
+ 0'-1/2"
Conc. wall face
horizontal distance
+ 1'-4"
"Nichiha" wall face
Finished Floor
0'-0"
Top of Parapet
+ 20'-0"
+ 11'-0"
Finished Floor
0'-0"
Top of Parapet
+ 20'-0"
Top of Parapet
+ 18'-0"
+ 11'-0"
Top of Parapet
+ 16'-0"
Top of Parapet
+ 14'-0"
Top of Parapet
+ 18'-0"
6
48"x48"
48"x48"
48"x48"
48"x48"
48"x48"
48"x48"
6
6
6
6
7
6
2
2
2
2
2
2
2
2
2
3
3
1
1
1
1
8
11
11
11
11
11
11
8
8
9
9
9
12
13
13
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
6'-0"
Bottom of Stone Veneer
Bottom of Stone Veneer
+ 8'-0"
Top of Windows
+ 8'-0"
Top of Windows
9
15
14
15
15
11'-0"
9'-0"
13
3
A901
6
A902
Typ.
Typ.
5
A902
2'-0"
1
1
1
1
1
1
18
18
18
18
18
horizontal distance
0'-0"
Main wall face (stucco)
horizontal distance
+ 1'-4"
"Nichiha" wall face
horizontal distance
+ 0'-6"
Stone veneer
horizontal distance
0'-0"
Main wall face
horizontal distance
+ 0'-6"
Stone veneer
horizontal distance
+ 0'-1/2"
Conc. wall face
horizontal distance
+ 0'-1/2"
Conc. wall face
horizontal distance
+ 0'-1/2"
Conc. wall face
horizontal distance
+ 8'-4"
"Nichiha" facade face
horizontal distance
+ 0'-1/2"
Conc. wall face
horizontal distance
+ 1'-4"
"Nichiha" wall face
horizontal distance
0'-0"
Main wall face (stucco)
horizontal distance
+ 0'-1/2"
Conc. wall face
horizontal distance
0'-0"
Main wall face (stucco)
+ 4'-0"
Top of Conc
+ 4'-0"
Top of Conc
horizontal distance
+ 0'-6"
Stone veneer
Finished Floor
0'-0"
+ 16'-0"
Top of Parapet
+ 20'-0"
Top of Awning
+ 14'-0"
Top of Awning
+ 11'-0"
Finished Floor
0'-0"
+ 16'-0"
Top of Parapet
+ 20'-0"
Top of Parapet
+ 18'-0"
Top of Awning
48"x48"
48"x48"
48"x48"
48"x48"
48"x48"
48"x48"
48"x48"
Top of Parapet
+ 18'-0"
Top of Parapet
+ 18'-0"
48"x48"
6
6
6
6
6
6
6
6
1
1
1
2
2
2
5
5
11
11
11
11
11
8
8
8
9
9
11
9
9
11
12
13
13
13
13
2'-0"
4'-0"
2'-0"
2'-0"
2'-0"
Bottom of Stone Veneer
10
10
10
10
10
10
10
+ 8'-0"
Top of Windows
9
Ceiling Line
+ 10'-0"
1
A901
2
A901
3
A901
6
A901
4
A901
5
A901
6
A902
Typ.
Typ.
5
A902
1
1
1
1
1
1
1
2'-0"
4'-0"
4'-0"
1
2
2
9
9
9
9
6
72"x132"
6
72"x132"
6
72"x132"
11
11
Top of Parapet
+ 22'-0"
17
17
17
18
18
+ 4'-0"
Top of Conc
+ 4'-0"
Top of Conc
horizontal distance
+ 0'-6"
Stone veneer
horizontal distance
0'-0"
Main wall face (stucco)
horizontal distance
+ 0'-1/2"
Conc. wall face
horizontal distance
+ 1'-4"
"Nichiha" wall face
horizontal distance
+ 0'-6"
Stone veneer
horizontal distance
0'-0"
Main wall face (stucco)
horizontal distance
+ 0'-1/2"
Conc. wall face
horizontal distance
+ 1'-4"
"Nichiha" wall face
horizontal distance
+ 1'-4"
"Nichiha" wall face
horizontal distance
0'-0"
Main wall face (stucco)
horizontal distance
+ 0'-1/2"
Conc. wall face
horizontal distance
+ 1'-4"
"Nichiha" wall face
18
horizontal distance
+ 0'-6"
Stone veneer
18
Finished Floor
0'-0"
+ 16'-0"
Top of Parapet
+ 20'-0"
Top of Parapet
+ 18'-0"
Top of Parapet
+ 11'-0"
Finished Floor
0'-0"
Top of Parapet
+ 20'-0"
Top of Parapet
+ 18'-0"
+ 11'-0"
48"x48"
48"x48"
48"x48"
48"x48"
48"x48"
48"x48"
48"x48"
1
2
2
11
11
8
9
6
11
8
6
6
6
6
6
2
2
2
2
11
9
11
9
11
12
13
13
Bottom of Stone Veneer
Bottom of Stone Veneer
2'-0"
2'-0"
2'-0"
2'-0"
+ 8'-0"
Top of Windows
+ 8'-0"
Top of Windows
14
14
15
15
16
16
3
A901
Sim.
6
A902
Typ.
Typ.
5
A902
18
18
18
18
+ 4'-0"
Top of Conc
+ 4'-0"
Top of Conc
horizontal distance
+ 1'-4"
"Nichiha" wall face
horizontal distance
0'-0"
Main wall face (stucco)
horizontal distance
+ 0'-1/2"
Conc. wall face
horizontal distance
+ 0'-6"
Stone veneer
horizontal distance
+ 0'-6"
Stone veneer
horizontal distance
+ 8'-4"
"Nichiha" facade face
horizontal distance
+ 1'-4"
"Nichiha" wall face
horizontal distance
0'-0"
Main wall face (stucco)
horizontal distance
+ 0'-1/2"
Conc. wall face
horizontal distance
0'-0"
Main wall face (stucco)
horizontal distance
+ 0'-1/2"
Conc. wall face
horizontal distance
+ 1'-4"
"Nichiha" wall face
A401
EXTERIOR
ELEVATIONS
& NOTES
1/8" = 1'-0"
North Elevation
Exterior Elevations Keynotes:
1.
Western One Kote stucco system, "Sahara Tan" paint color.
2.
1" stucco mechanical control joint.
3.
Bronze anodized aluminum storefront doors and frame with side lites
and transom windows above, refer to door schedule for additional information.
4.
Painted hollow metal door with bronze anodized aluminum frame, with side lite,
refer to door schedule for additional information.
5.
Painted hollow metal exterior door with alum frame, refer to door schedule for
additional information.
6.
Bronze anodized, fixed, dual pane windows.
7.
(5) 36"x48" bronze anodized, fixed, dual pane windows.
8.
Stone veneer ("Genstone" foam panel), pre-finished, flesh tone in color.
9.
"Nichiha" panel system, pre-finished.
10.
"Zurn" Z199 downspout nozzles. Connect to tube steel drain at sidewalks, refer to
to civil drawings for additional information. Refer roof plan for drainage calculations.
11.
22 gauge painted sheet metal cap flashing, dark brown in color. Overlap minimum 8"
each way at each joint location.
12.
Wrought iron privacy fence, paint dark brown in color. Refer to site plan for additional
information.
13.
Roof line beyond parapet.
14.
Stone veneer ("Genstone" foam panel) - 8" return at back side of parapet, pre-finished.
15.
Parapet wall beyond.
16. Western One Kote stucco system, "Sahara Tan" paint color to extend 8" below cap
flashing at back side of parapet wall.
17.
Horizontal steel lattice, painted dark bronze color.
18.
48" conc. tile base.
1/8" = 1'-0"
East Elevation
1/8" = 1'-0"
South Elevation
1/8" = 1'-0"
West Elevation
VARIES
R E V I S I O N I S S U E I N F O R M A T I O N
No.
Description
Date
J O B N U M B E R
D R A W N B Y
F I L E N A M E
S C A L E
S E A L / S I G N A T U R E
FILE PATH
I S S U E I N F O R M A T I O N
COPYRIGHT. BRAMIC DESIGN GROUP INC
10820 E CALLE LINDA VISTA
TUCSON AZ 85748
P 520.401.9183
08.8.25
12.31.25
SHEET DESCRIPTION
KEVIN MCQUAID / JON WADE
25-005-00-PDCS
NEW OFFICE
BUILDING
8026 E. UNIVERSITY
MESA, AZ. 85207
Second Design Set
09.04.2025

Finished Floor
0'-0"
16'-0"
Top of Parapet
20'-0"
Top of Parapet
18'-0"
Top of Awning
11'-0"
Ceiling Line at Awning
8'-0"
Top of Windows
Finished Floor
0'-0"
16'-0"
Top of Parapet
20'-0"
Top of Parapet
18'-0"
Top of Awning
16'-0"
Top of Parapet
1
1
1
2
2
2
2
2
2
4
4
5
5
5
5
5
5
5
5
5
5
SC-1
SC-1
SC-1
VN-1
VN-1
VN-1
WP-2
WP-2
WP-2
WP-2
P1-I
P1-I
WP-1
WP-2
+ 4'-0"
Top of Conc
+ 4'-0"
Top of Conc
horizontal distance
+ 1'-4"
"Nichiha" wall face
horizontal distance
+ 0'-6"
Stone veneer
horizontal distance
0'-0"
Main wall face (stucco)
horizontal distance
+ 0'-1/2"
Conc. wall face
horizontal distance
+ 1'-4"
"Nichiha" wall face
horizontal distance
+ 0'-6"
Stone veneer
horizontal distance
0'-0"
Main wall face (stucco)
horizontal distance
+ 0'-1/2"
Conc. wall face
horizontal distance
+ 0'-6"
Stone veneer
horizontal distance
+ 1'-4"
"Nichiha" wall face
horizontal distance
0'-0"
Main wall face (stucco)
horizontal distance
+ 0'-1/2"
Conc. wall face
horizontal distance
+ 1'-4"
"Nichiha" wall face
6
6
6
Finished Floor
0'-0"
16'-0"
Top of Parapet
20'-0"
Top of Parapet
18'-0"
Top of Parapet
11'-0"
Finished Floor
0'-0"
Top of Parapet
20'-0"
Top of Parapet
18'-0"
11'-0"
Bottom of Stone Veneer
Bottom of Stone Veneer
8'-0"
Top of Windows
8'-0"
Top of Windows
16'-0"
Top of Parapet
6
6
6
6
1
1
1
1
2
2
2
2
2
2
2
3
4
5
5
5
5
5
5
SC-1
SC-1
SC-1
VN-1
VN-1
WP-2
WP-2
WP-2
P1-I
WP-1
+ 4'-0"
Top of Conc
+ 4'-0"
Top of Conc
horizontal distance
+ 1'-4"
"Nichiha" wall face
horizontal distance
0'-0"
Main wall face (stucco)
horizontal distance
+ 0'-1/2"
Conc. wall face
horizontal distance
+ 0'-6"
Stone veneer
horizontal distance
+ 0'-6"
Stone veneer
horizontal distance
+ 1'-4"
"Nichiha" wall face
horizontal distance
0'-0"
Main wall face (stucco)
horizontal distance
Conc. wall face
horizontal distance
0'-0"
Main wall face (stucco)
horizontal distance
+ 0'-1/2"
Conc. wall face
6
horizontal distance
+ 1'-4"
"Nichiha" wall face
Finished Floor
0'-0"
16'-0"
Top of Parapet
20'-0"
Top of Awning
14'-0"
Top of Awning
11'-0"
Finished Floor
0'-0"
16'-0"
Top of Parapet
20'-0"
Top of Parapet
18'-0"
Top of Awning
Top of Parapet
18'-0"
Top of Parapet
18'-0"
Bottom of Stone Veneer
8'-0"
Top of Windows
Top of Parapet
22'-0"
6
6
6
1
1
1
2
2
2
2
2
2
2
2
2
2
2
4
4
5
5
5
5
5
5
5
5
5
5
5
5
5
5
SC-1
SC-1
SC-1
SC-1
VN-1
VN-1
VN-1
WP-2
WP-2
WP-2
P2-I
P2-I
WP-2
P2-I
P2-I
P2-I
P2-I
P1-I
P1-I
P1-I
WP-1
WP-1
WP-1
WP-1
WP-1
+ 4'-0"
Top of Conc
+ 4'-0"
Top of Conc
horizontal distance
+ 0'-6"
Stone veneer
horizontal distance
0'-0"
Main wall face (stucco)
horizontal distance
+ 0'-1/2"
Conc. wall face
horizontal distance
+ 1'-4"
"Nichiha" wall face
horizontal distance
+ 0'-6"
Stone veneer
horizontal distance
0'-0"
Main wall face (stucco)
horizontal distance
Conc. wall face
horizontal distance
+ 1'-4"
"Nichiha" wall face
horizontal distance
+ 1'-4"
"Nichiha" wall face
horizontal distance
0'-0"
Main wall face (stucco)
horizontal distance
+ 0'-1/2"
Conc. wall face
horizontal distance
+ 1'-4"
"Nichiha" wall face
horizontal distance
+ 0'-6"
Stone veneer
Finished Floor
0'-0"
Top of Parapet
20'-0"
11'-0"
Finished Floor
0'-0"
Top of Parapet
20'-0"
Top of Parapet
18'-0"
11'-0"
Top of Parapet
16'-0"
Top of Parapet
14'-0"
Top of Parapet
18'-0"
Bottom of Stone Veneer
Bottom of Stone Veneer
8'-0"
Top of Windows
8'-0"
Top of Windows
P2-I
6
6
6
6
6
1
1
1
1
2
2
2
2
2
2
2
3
3
5
5
5
5
5
5
5
SC-1
VN-1
SC-1
SC-1
SC-1
SC-1
VN-1
VN-1
WP-2
P2-I
P2-I
P2-I
P1-I
P1-I
WP-1
WP-1
+ 4'-0"
Top of Conc
+ 4'-0"
Top of Conc
horizontal distance
0'-0"
Main wall face (stucco)
horizontal distance
+ 1'-4"
"Nichiha" wall face
horizontal distance
+ 0'-6"
Stone veneer
horizontal distance
0'-0"
Main wall face
horizontal distance
+ 0'-6"
Stone veneer
horizontal distance
+ 0'-1/2"
Conc. wall face
horizontal distance
+ 0'-1/2"
Conc. wall face
horizontal distance
+ 0'-1/2"
Conc. wall face
horizontal distance
+ 8'-4"
"Nichiha" facade face
horizontal distance
+ 0'-1/2"
Conc. wall face
horizontal distance
+ 1'-4"
"Nichiha" wall face
horizontal distance
0'-0"
Main wall face (stucco)
horizontal distance
+ 0'-1/2"
Conc. wall face
horizontal distance
0'-0"
Main wall face (stucco)
horizontal distance
+ 0'-6"
Stone veneer
A402
ILLUSTRATED
ELEVATIONS
Exterior Finish Schedule
P1-I
Type: Paint
Manufacturer: Sherwin Willliams
Color: Navajo White SW6126
P2-I
Type: Paint
Manufacturer: Sherwin Williams
Color: Night Owl SW7061
WP-1
Manufacturer: Nichiha
Model: Architecturalblock AWP1818
Color: Tucsan
VN-1
Type: Stone Venrer Panels
WP-2
1.
1" sheet metal stucco control joint, typical.
2.
Bronze anodized aluminum storefront window
with Low-E glass.
3.
Bronze anodized aluminum storefront door with
Low-E glass.
4.
Painted hollow metal service door with frame,
painted to match adjacent finish wall.
5.
Painted steel cap flashing.
6.
48" concrete tile base.
Elevation Keynotes:
Specs: 17-7/8” H x 71-9/16” L, 5/8”
Type: Prefinished Smooth Fiberglass Composite Panel
Manufacturer: Nichiha
Model: Architecturalblock AWP1818
Color: Gray
Specs: 17-7/8” H x 71-9/16” L, 5/8”
SC-1
Type: Wall Stucco
Manufacturer: Western Blend Products
System: Western 1-Kote
Finish: P1-I
Type: Pre-finished Smooth Fiberglass Composite Panel
Manufacturer: GenStone
Model: Desert Sunrise
Specs: 41" H x 11.25" L
VARIES
R E V I S I O N I S S U E I N F O R M A T I O N
No.
Description
Date
J O B N U M B E R
D R A W N B Y
F I L E N A M E
S C A L E
S E A L / S I G N A T U R E
FILE PATH
I S S U E I N F O R M A T I O N
COPYRIGHT. BRAMIC DESIGN GROUP INC
10820 E CALLE LINDA VISTA
TUCSON AZ 85748
P 520.401.9183
08.8.25
12.31.25
SHEET DESCRIPTION
KEVIN MCQUAID / JON WADE
25-005-00-PDCS
NEW OFFICE
BUILDING
8026 E. UNIVERSITY
MESA, AZ. 85207
Second Design Set
09.04.2025
East Exterior Elevation
1/8" = 1'-0"
South Exterior Elevation
1/8" = 1'-0"
West Exterior Elevation
1/8" = 1'-0"
West Elevation
Doors
Windows
Fiberglass Panel
Square Feet
Stucco
Concrete Base
% of Total
Stone
755
629
342
Total
56
272
510
2,564
100
13.4
24.6
29.5
20
10.2
2.3
South Elevation
Doors
Windows
Fiberglass Panel
Square Feet
Stucco
Concrete Base
% of Total
Stone
1,106
775
193
Total
50
344
1,257
3,923
100
5
20
28
32
8.7
1.3
Steel Lattice
198
5
East Elevation
Doors
Windows
Fiberglass Panel
Square Feet
Stucco
Concrete Base
% of Total
Stone
605
616
215
Total
50
126
801
2,413
100
9
26
25
33
5
2
North Elevation
Doors
Windows
Fiberglass Panel
Square Feet
Stucco
Concrete Base
% of Total
Stone
1,226
901
266
Total
50
96
1,275
3,814
100
7
24
32
33
2.6
1.4
North Exterior Elevation
1/8" = 1'-0"