Exhibits

PLH23-0067 All Copy 
Exhibits 
Located at the northwest corner of Chicago Street and 
Beck Avenue, generally located ¼ mile east and south 
of 56th Street and Chandler Boulevard.

Table of Contents- 
Page 1- Narrative 
Page 2- Site Plan 
Page 3- Floor Plan 
Page 4- Landscape Plan 
Page 5- Site Details 
Page 6- Site Details 
Page 7- Parking Canopy Detail 
Page 8- Building Elevations 
Page 9- Renderings 
Page 10- Roof Plan

1200 N. 52nd Street, Phoenix, AZ 85008 
480-966-4001  
 
 
 
All Copy 
Use Permit Narrative 
 
Introduction: 
 
LGE Design Group is submitting for Use Permit review for an office/warehouse building design and site of a 2 Story building located on the N.E.C. 
of Chicago Street and Beck Avenue in Chandler, Arizona. 
 
Project Proposal: 
 
The site area is 147,320 s.f. (3.38 acres). The building has a total gross square footage of 36,500 S.F.  The first floor will be 26,500 s.f. and the 
second floor will be 10,000 s.f.  There is a planned (+/-) 4,000 s.f. storage mezzanine (not included in the gross s.f. calculation) wh.  The building 
height is planned to be 33’-6”. 
 
Building Design:  
 
The building design, colors and materials have a cohesive palette that maintains consistency throughout both the site and building elevations while 
complimenting the surrounding area.  A nice color palate that blends the tenant identification with a classic but modern corporate elegance is 
displayed utilizing materials which include CMU, Low-E tinted glazing, and exposed steel.  Four-sided architecture will be prevalent throughout the 
elevations with some varied parapet heights, and colors to reduce continuous wall lengths. The building design meets additional architectural 
standards per zoning through consistent architectural character and detail. Signage will be in harmony with the character, scale and context of the 
building reflecting the appropriate size, materials, color, location and illumination. Signage will be a deferred submittal. 
 
Site Design: 
 
Vehicular access to the development is provided off of Chicago Street to parking areas on the South and West sides of the building.  A second 
entrance, which will be gated, will be provided off of Beck Ave and located at the Northeast corner of the site for truck access.  The proposed drive 
aisles within the development are a minimum of 24 feet. Fire access is provided throughout the facility and meets the fire department’s minimum 
design criteria. 
 
Pedestrian access is provided via a sidewalk connection from the facility through a sidewalk located along the South side of the building providing 
access to the R.O.W.  All sidewalks will be ADA accessible. 
 
The zoning code parking requirements for an office/warehouse facility is provided. The typical parking spaces are 9’-0” wide x 19’-0” long, the ADA 
accessible parking spaces are 11’-0” wide and 18’-0” long with the required 5’-0’ wide aisle all of which comply with Zoning Code requirements. 
 
Landscape Design: 
 
This project will have landscape along the frontage and within the property where designated. The landscape will consist of an ornamental desert 
theme. Landscaping will meet the zoning requirements.

140'-0"
60'-0"
60'-0"
30'-0"
30'-0"
30'-0"
20'-0"
30'-0"
20'-0"
108'-0"
(50' MIN. SPACING ALONG
COLLECTOR STREETS
PER 6.4 OF TDM #4)
30'-0"
30'-0"
36'-0"
10'-0"
10'-0"
150'-0" (MAX. DEAD END FIRE LANE PER DTL FD141)
55'-0"
30'-0"
R.O.W.
30'-0"
R.O.W.
30'-0"
24'-0"
24'-0"
26'-0"
26'-0"
5'-0"
5'-0"
6'-0"
7'-2"
12'-0"
90'-0"
9'-0"
90'-0"
9'-0"
90'-0"
13'-2"
38'-0"
17'-8"
54'-0"
18'-0"
54'-0"
17'-8"
54'-0"
9'-0"
62'-4 1/2"
20'-2"
109'-0"
9'-0"
108'-0"
9'-0"
108'-0"
44'-2"
81'-0"
9'-0"
108'-0"
64'-4"
11'-0"
19'-0"
16'-6"
2'-6"
9'-0"
16'-6"
2'-6"
19'-0"
FIRE LANE
FH
FIRE HYDRANT - COORDINATE LOCATIONS 
WITH CIVIL DRAWINGS
MAIN ENTRY / EXIT
SYMBOL:
DESCRIPTION:
PROJECT NAME:
ALL COPY PRODUCTS
PROJECT ADDRESS:
NWC OF BECK AVE & CHICAGO ST
CHANDLER, AZ 85226
ARCHITECT:
LGE DESIGN GROUP
CONTACT:CARLOS ELIAS
1200 N 52ND ST
PHOENIX, AZ 85008
PHONE: 480-966-4001
EMAIL:
CARLOSE@LGEDESIGNGROUP.COM
PROJECT SCOPE:
NEW OFFICE / WAREHOUSE 
ASSESSOR PARCEL NO.:
#301-86-052
CURRENT ZONING:
I - 2
SITE AREA (NET):
147,320 S.F. (3.38 AC)
SITE AREA (GROSS):
173,181 S.F. (3.98 AC)  
STORIES:
TWO STORIES
BUILDING AREA:
36,500 S.F.
(NOT INCLUDING STORAGE MEZZANINE)
LOT COVERAGE:
+/-18.0%
F.A.R.:
0.25
OCCUPANCY:
B / S-1
CONSTRUCTION TYPE:
VB W/ E.S.F.R.
BUILDING HEIGHT:
32'-0" T.O. PARAPET
PROJECT DESCRIPTION:
THIS PROJECT CONSIST OF ONE PROPOSED NEW 2-STORY OFFICE/ 
WAREHOUSE BUILDING ON A 3.38 ACRE PARCEL.
NOTE:
VERTICAL CONSTRUCTION WITH COMBUSTIBLE MATERIALS SHALL NOT 
BEGIN PRIOR TO ACCEPTANCE OF FIRE APPARATUS ACCESS ROADS 
AND FIRE HYDRANTS". 2021 IFC SECTION 501.4
NOTE:
STRUCTURE CONSTRUCTION SHALL COMPLY WITH REQUIREMENTS OF 
IFC CHAPTER 33 AND NFPA 241. 2021 IFC SECTION 3301.1
MIN. 30' BUILDING SETBACK. 30' HEIGHT LIMIT 
SETBACK W/ HEIGHT INCREASES AT 45 DEGREE 
ANGLE (35-1503(1))
INTERSECTION LANDSCAPING
5' SIDEWALK REQUIRED ALONG STREET
RETENTION
W. CHICAGO STREET
S. BECK AVE
ALIGN TRUCK COURT ENTRY W/ EXISTING 
DRIVEWAY
20' PARKING SETBACK
ENTRY GATE TO BE 55' FROM BACK OF CURB
PUBLIC UTILITY EASEMENT
DASHED LINES ABOVE PARKING SPACES 
INDICATES COVERED PARKING - REFER 
TO  SHEET A1.3.3
12' SIDE SETBACK (CAN BE WAIVED WITH 
FIRE APPROVAL 35-1503(3))
10' PERIMETER LANDSCAPE BUFFER
20' PARKING SETBACK
MIN. 30' BUILDING SETBACK. 30' HEIGHT LIMIT 
SETBACK W/ HEIGHT INCREASES AT 45 
DEGREE ANGLE (35-1503(1))
(MIN 50' SPACING ALONG COLLECTOR 
STREETS PER 6.4 OF TDM #4)
36' SETBACK FOR 36' HIGH BUILDING (35-1503(1))
10' PERIMETER LANDSCAPE BUFFER
148' - 3" CLEAR
DASHED LINES ADJACENT TO PARKING 
INDICATES 2'-6" PERMITTED OVERHANG PER 
SECTION 35-1802(1)
TRANSFORMER W/ BOLLARD PROTECTION
DUMPSTER ENCLOSURES
30' - 0" CLEAR
30' - 0" CLEAR
AUTOMATIC TELESCOPING ROLLING GATE
AUTOMATIC DOUBLE ROLLING GATE
A1.3.2
1
Sim
SES
*SIZE OF GEAR AND 
ENCLOSURE TO BE VERIFIED
B.O. DECK -4' - 0"
FIRE RISER ROOM
LS AREA
LS AREA
LS AREA
LS AREA
LS AREA
LS AREA
LS AREA
LS AREA
LS AREA
LS AREA
LS AREA
LS AREA
LS AREA
LS AREA
LS 
LS AREA
LS AREA
LS AREA
DECORATIVE PAVING AT PEDESTRIAN 
/ ADA CROSSINGS
EXISTING FIRE HYDRANT
HALF-STREET IMPROVEMENTS REQUIRED
HALF-STREET IMPROVEMENTS 
REQUIRED ALONG STREET
0' REAR BUILDING SETBACK
EXISTING FIRE HYDRANT
425.00'
410.00'
23.66'
335.00'
350.00'
BIKE STORAGE / PER ZONING CODE
PARKING REQUIRED
USE
SQUARE FT.
FACTOR
TOTAL
OFFICE
+/- 23,000 S.F.
1 / 250 S.F.
92 SPACES
WAREHOUSE (1st 10K)    
     10,000 S.F.
1 / 500 S.F.
20 SPACES
WAREHOUSE (REMAINING)       3,500 S.F.
1 / 5000 S.F.
1 SPACE
TOTAL PARKING REQUIRED:
113 SPACES
PARKING PROVIDED
TOTAL SPACES ON SITE:
140 SPACES
PARKING  / BUILDING RATIO:
3.84 CARS PER 1,000 S.F.
ACCESSIBLE PARKING CALCS:
TOTAL PARKING OF 101 TO 150 SPACES REQUIRES 
5 ACCESSIBLE SPACES
REQUIRED:
5 SPACES
PROVIDED:
8 SPACES
PROJECT No:
CHECKED BY: 
DRAWN BY:
ISSUE DATE:
DRAWING TITLE:
THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND THE PROPERTY OF LGE DESIGN GROUP AND LGE DESIGN BUILD AND SHALL REMAIN THEIR PROPERTY. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH.
1200 N. 52nd Street  Phoenix, AZ  85008 
P: 480.966.4001
NOT FOR CONSTRUCTION
--
LGE DESIGN GROUP
--
A1.1.1
ARCHITECTURAL SITE PLAN -
OVERALL
NWC OF BECK AVE & CHICAGO ST
CHANDLER, AZ 85226
ALL COPY
GENERAL DRAWING NOTES
GRAPHIC LEGEND
REFERENCE KEYNOTES
PARKING INFORMATION
PROJECT DATA
PROJECT No:
CHECKED BY: 
DRAWN BY:
ISSUE DATE:
DRAWING TITLE:
THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND THE PROPERTY OF LGE DESIGN GROUP AND LGE DESIGN BUILD AND SHALL REMAIN THEIR PROPERTY. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH.
1200 N. 52nd Street  Phoenix, AZ  85008 
P: 480.966.4001
NOT FOR CONSTRUCTION
--
LGE DESIGN GROUP
--
A1.1.1
ARCHITECTURAL SITE PLAN -
OVERALL
NWC OF BECK AVE & CHICAGO ST
CHANDLER, AZ 85226
ALL COPY
 1/32" = 1'-0"
SITE PLAN - OVERALL
1
N
A.
REFER TO THE A0.X SERIES DRAWINGS FOR ARCHITECTURAL
GENERAL NOTES, DRAWING, REFERENCE AND MATERIAL
SYMBOLS AS WELL AS ABBREVIATIONS USED ON THIS DRAWING.
B.
FOR BASIC LIFE SAFETY AND CODE INFORMATION APPLYING TO
THIS PROJECT, REFER TO G.X SERIES LOCATED PER THE
PROJECT SHEET INDEX.
C.
REFER TO A2.X.X SERIES FOR ARCHITECTURAL FLOOR  PLANS,
ROOF PLANS, & TILT WALL COORDINATION INFORMATION
D.
REFER TO AND COORDINATE WITH CIVIL, LANDSCAPE,
STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR
ADDITIONAL SITE INFORMATION NOT SHOWN ON THIS DRAWING.
E.
SITE SCREEN WALLS A MAXIMUM 8'-0" ABOVE THE HIGHEST
FINISHED GRADE OF THE PARKING AREA OR STREET CURB.
WHICHEVER IS HIGHER
F.
REFER TO AND COORDINATE WITH CIVIL DRAWINGS FOR ALL
FINISH GRADES.
G.
REFER TO A4.X.X SERIES DRAWINGS FOR ENLARGED EXTERIOR
ELEVATIONS, BUILDING SECTIONS,TILT WALL ELEVATIONS, &
WALL SECTIONS
#
REVISION
DATE
#
REVISION
DATE

1
1
E
E
5
5
A
A
A4.1.1
3
A4.1.1
2
2' - 8"
9' - 4"
10' - 8"
5' - 4"
8' - 0"
30' - 8"
10' - 8"
A4.1.1
4
160' - 0"
A4.1.1
1
1
A4.4.1
1
A4.4.1
168' - 0"
5' - 0"
106' - 0"
9' - 0"
9' - 6"
32' - 0"
36' - 0"
8' - 0"
13' - 0"
5' - 10"
5' - 0"
4' - 6"
2
A4.4.1
2
A4.4.1
3
A4.4.1
3
A4.4.1
11' - 7 1/8"
8' - 4"
30' - 8"
26' - 8"
10' - 8"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
118' - 0"
9' - 0"
28' - 0"
21' - 11 7/8"
8' - 0"
36' - 0"
35' - 4"
20' - 5"
17' - 1 3/8"
35' - 0"
12' - 0"
4
A4.4.1
4
A4.4.1
10' - 0"
10' - 0 1/8"
PASS-THROUGH 
MEZZANINE ACCESS 
LIFT
5' - 8"
18' - 8"
18' - 8"
18' - 8"
18' - 8"
OVERHEAD DOOR
OVERHEAD DOOR
2
2
3
3
4
4
D
D
C
C
B
B
40' - 0"
40' - 0"
40' - 0"
40' - 0"
42' - 0"
42' - 0"
42' - 0"
42' - 0"
611 SF
LOBBY
101
248 SF
CONFERENCE
102
738 SF
DEMO
103
171 SF
TECH SERVICE
104
172 SF
SERVICE MANAGER OFFICE
105
443 SF
SERVICE TRAINING
106
727 SF
FITNESS CENTER
107
79 SF
I.T.
108
78 SF
ELEC
109
53 SF
J.C.
112
1152 SF
SHOP DELIVERY & STAGING
113
48 SF
AIR
115
50 SF
STORAGE
114
173 SF
WAREHOUSE OFFICE MANAGER
110
95 SF
STORAGE
111
1393 SF
PARTS RECLAMATION
116
286 SF
MENS RR
117
285 SF
WOMENS RR
118
574 SF
WILL CALL
119
1676 SF
PARTS & SUPPLIES ROOM
120
1154 SF
SHIPPING & RECEIVING
121
86 SF
RR
122
86 SF
RR
123
177 SF
STORAGE
124
12891 SF
WAREHOUSE
125
84 SF
FIRE RISER
126
8' - 6"
26' - 8"
8 3/8"
13' - 4"
24' - 0"
2' - 8"
SES
*SIZE OF GEAR AND 
ENCLOSURE TO BE VERIFIED
CHAIN LINK FENCE
ALIGN W/ MULLION
17' - 6"
36' - 2"
54' - 10"
73' - 6"
1
1
E
E
5
5
A
A
A4.1.1
3
A4.1.1
2
A4.1.1
4
A4.1.1
1
1
A4.4.1
1
A4.4.1
2
A4.4.1
2
A4.4.1
10' - 8"
10' - 8"
10' - 8"
10' - 8"
10' - 8"
10' - 8"
5' - 0"
3
A4.4.1
3
A4.4.1
5' - 10"
4
A4.4.1
4
A4.4.1
OPEN TO BELOW
5' - 0"
2' - 0"
2' - 0"
5' - 0"
EXTERIOR PATIO W/ GLASS RAILING
2
2
3
3
4
4
D
D
C
C
B
B
160' - 0"
168' - 0"
40' - 0"
40' - 0"
40' - 0"
40' - 0"
42' - 0"
42' - 0"
42' - 0"
42' - 0"
2060 SF
OPEN OFFICE
201
608 SF
BREAKROOM
202
79 SF
I.T.
203
78 SF
ELEC
204
755 SF
EMPLOYEE LOUNGE
206
295 SF
EXTERIOR PATIO
202A
139 SF
PRIVATE OFFICE
207
139 SF
PRIVATE OFFICE
208
139 SF
PRIVATE OFFICE
209
139 SF
PRIVATE OFFICE
210
139 SF
PRIVATE OFFICE
211
139 SF
PRIVATE OFFICE
212
403 SF
LARGE CONFERENCE
219
272 SF
COLABORATION
220
131 SF
HUDDLE
221
200 SF
MENS RR
213
198 SF
WOMENS RR
214
57 SF
J.C.
216
50 SF
PHONE
217
52 SF
PHONE
218
3831 SF
MEZZANINE
215
PASS-THROUGH 
MEZZANINE ACCESS 
LIFT
PROJECT No:
CHECKED BY: 
DRAWN BY:
ISSUE DATE:
DRAWING TITLE:
THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND THE PROPERTY OF LGE DESIGN GROUP AND LGE DESIGN BUILD AND SHALL REMAIN THEIR PROPERTY. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH.
1200 N. 52nd Street  Phoenix, AZ  85008 
P: 480.966.4001
NOT FOR CONSTRUCTION
--
LGE DESIGN GROUP
--
A2.1.1
ARCHITECTURAL FLOOR PLANS
NWC OF BECK AVE & CHICAGO ST
CHANDLER, AZ 85226
ALL COPY
GENERAL DRAWING NOTES
REFERENCE KEYNOTES
A.
REFER TO THE A0.X SERIES DRAWINGS FOR ARCHITECTURAL
GENERAL NOTES, MATERIAL SYMBOLS, ABBREVIATIONS, AND
DIMENSIONING CONVENTIONS USED ON THIS DRAWING.
B.
FOR BASIC LIFE SAFETY AND CODE INFORMATION APPLYING TO
THIS PROJECT, REFER TO G.X SERIES LOCATED PER THE
PROJECT DRAWING INDEX.
C.
REFER TO A3.X.X SERIES FOR REFLECTED CEILING PLAN
D.
REFER TO A5.X.X SERIES FOR ENCLOSURE INFORMATION,
PARTITION SYSTEMS TYPES AND DETAILS.
E.
[APPLICABLE FOR FOR INTERIOR SCOPE ONLY] - REFER TO THE
A9.X.X SERIES DRAWINGS FOR INTERIOR DETAILS, TYPES, AND
DETAILS.
F.
[APPLICABLE FOR FOR INTERIOR SCOPE ONLY] - REFER TO THE
'AF' SERIES DRAWINGS FOR INTERIOR FINISH INFORMATION.
G.
[APPLICABLE FOR FOR INTERIOR SCOPE ONLY] - REFER TO THE
'AI' SERIES DRAWINGS FOR INTERIOR FURNISHING
INFORMATION.
 1/16" = 1'-0"
FLOOR PLAN - LEVEL 1
1
N
GENERAL FINISH & CORE SHELL NOTES
#
REVISION
DATE
 1/16" = 1'-0"
FLOOR PLAN - LEVEL 2
2
ROOM SCHEDULE
LEVEL NUMBER
NAME
AREA
LEVEL 1
101
LOBBY
611 SF
LEVEL 1
102
CONFERENCE
248 SF
LEVEL 1
103
DEMO
738 SF
LEVEL 1
104
TECH SERVICE
171 SF
LEVEL 1
105
SERVICE MANAGER OFFICE
172 SF
LEVEL 1
106
SERVICE TRAINING
443 SF
LEVEL 1
107
FITNESS CENTER
727 SF
LEVEL 1
108
I.T.
79 SF
LEVEL 1
109
ELEC
78 SF
LEVEL 1
110
WAREHOUSE OFFICE MANAGER
173 SF
LEVEL 1
111
STORAGE
95 SF
LEVEL 1
112
J.C.
53 SF
LEVEL 1
113
SHOP DELIVERY & STAGING
1152 SF
LEVEL 1
114
STORAGE
50 SF
LEVEL 1
115
AIR
48 SF
LEVEL 1
116
PARTS RECLAMATION
1393 SF
LEVEL 1
117
MENS RR
286 SF
LEVEL 1
118
WOMENS RR
285 SF
LEVEL 1
119
WILL CALL
574 SF
LEVEL 1
120
PARTS & SUPPLIES ROOM
1676 SF
LEVEL 1
121
SHIPPING & RECEIVING
1154 SF
LEVEL 1
122
RR
86 SF
LEVEL 1
123
RR
86 SF
LEVEL 1
124
STORAGE
177 SF
LEVEL 1
125
WAREHOUSE
12891 SF
LEVEL 1
126
FIRE RISER
84 SF
LEVEL 1: 26
ROOM SCHEDULE
LEVEL NUMBER
NAME
AREA
LEVEL 2
201
OPEN OFFICE
2060 SF
LEVEL 2
202
BREAKROOM
608 SF
LEVEL 2
202A
EXTERIOR PATIO
295 SF
LEVEL 2
203
I.T.
79 SF
LEVEL 2
204
ELEC
78 SF
LEVEL 2
206
EMPLOYEE LOUNGE
755 SF
LEVEL 2
207
PRIVATE OFFICE
139 SF
LEVEL 2
208
PRIVATE OFFICE
139 SF
LEVEL 2
209
PRIVATE OFFICE
139 SF
LEVEL 2
210
PRIVATE OFFICE
139 SF
LEVEL 2
211
PRIVATE OFFICE
139 SF
LEVEL 2
212
PRIVATE OFFICE
139 SF
LEVEL 2
213
MENS RR
200 SF
LEVEL 2
214
WOMENS RR
198 SF
LEVEL 2
215
MEZZANINE
3831 SF
LEVEL 2
216
J.C.
57 SF
LEVEL 2
217
PHONE
50 SF
LEVEL 2
218
PHONE
52 SF
LEVEL 2
219
LARGE CONFERENCE
403 SF
LEVEL 2
220
COLABORATION
272 SF
LEVEL 2
221
HUDDLE
131 SF
LEVEL 2: 21

BUILDING AREA
36,500 S.F.
24' CLEAR
S BECK AVE
W CHICAGO ST
30'-0"
R.O.W.
30'-0"
R.O.W.
350.00'
425.00'
410.00'
335.00'
23.66'
1.5" CALIP., 7'T, 4'W (24" BOX)
  LIVE OAK
QUERCUS VIRGINIANA
LANDSCAPE LEGEND
2" CALIP., 6.5'T, 4'W (36" BOX)
  RED PUSH PISTACHE
PISTACIA X 'RED-PUSH'
1.5" CALIP., 6.5'T, 4'W (24" BOX
  CHINESE ELM (MATCHING)
ULMUS PARVIFOLIA
TREES
2" DEPTH IN ALL LANDSCAPE AREAS
  DECOMPOSED GRANITE
1/2" SCREENED ROCK PROS CARMEL
(QTY. 6)
(QTY. 42)
(QTY. 24)
3.5" CALIP., 9.5'T, 7.5'W (48" BOX)
  RED PUSH PISTACHE
PISTACIA X 'RED-PUSH'
5 GALLON
  ORANGE JUBILEE
TECOMA 'ORANGE JUBILEE'
LARGE SHRUBS
(QTY. 28)
5 GALLON
  MEXICAN BIRD OF PARADISE
CAESALPINIA MEXICANA
(QTY. 23)
MEDIUM SHRUBS
5 GALLON
  BAJA RUELLIA
RUELLIA PENINSULARIS
(QTY. 69)
5 GALLON
  RED YUCCA
HESPERALOE PARVIFLORA
ACCENTS
(QTY. 133)
5 GALLON
  DESERT SPOON
DASYLIRION WHEELERII
(QTY. 122)
5 GALLON
  SMOOTH AGAVE
AGAVE DESMETTIANA
(QTY. 26)
3-STALK GROUPING (2.5', 2', 1' TALL)
  MEXICAN FENCE POST
PACHYCEREUS MARGINATUS
(QTY. 16)
1 GALLON
  TRAILING PURPLE
LANTANA MONTEVIDENSIS
5 GALLON
  BUSH MORNING GLORY
CONVOVULUS CNEORUM
(QTY. 158)
(QTY. 44)
GROUND COVER
1 GALLON
  'GOLD MOUND'
LANTANA MONTEVIDENSIS
(QTY. 169)
5 GALLON
  'DESERT CARPET' tm
ACACIA REDOLENS
(QTY. 8)
(QTY. 25)
152,273
11.4
36,500
.31
63,946
24
130
1,037
130
759
684
23
138
25
138
22,413
28
28
169
168
1,468
9,908
50,728
15
19
20
95
120
24
24
n/a
n/a
n/a
48
48
127
288
N/A
N/A
N/A
N/A
N/A
9
59
9
137
n/a
PRELIMINARY LANDSCAPE PLAN
This artist rendering is for conceptual design only and should not be referred to as a construction document
Chandler, Arizona
2021 . 07 . 21
ALL COPY
ALL COPY
1"=30'-00"
0
30
60
CITY OF CHANDLER LANDSCAPE NOTES:
1. ALL SITE IMPROVEMENTS, INCLUDING LANDSCAPE 
TO CERTIFICATE OF OCCUPANCY FOR ANY
AND SITE CLEANUP MUST BE COMPLETED PRIOR 
BUILDING WITHIN A PHASE.
4.  TREES, SHRUBS, VINES, GROUND COVER AND TURF THAT HAVE TO BE REPLACED UNDER THE TERMS
OF THE GUARANTEE, SHALL BE GUARANTEED FOR AN ADDITIONAL 60 DAYS FROM DATE OF REPLACEMENT.
FOLLOWING CALENDAR YEAR.
3.  ALL PLANT MATERIALS ARE GUARANTEED FOR A MINIMUM PERIOD OF SIXTY (60) DAYS FROM THE DATED OF FINAL
APPROVAL BY THE CITY. ANY PLANT MATERIAL, WHICH ARE NOT APPROVED BY THE CITY PRIOR TO OCTOBER 1
OF THE CALENDAR YEAR IN WHICH THEY ARE INSTALLED, SHALL BE FURTHER GUARANTEED UNTIL MAY 20 OF THE
A MATURITY HEIGHT OVER 24"
ALL TREES WITHIN THE LINE OF SIGHT WILL MAINTAIN A CANOPY HEIGHT ABOVE 6', ALL SHRUBS IN THIS AREA MAY NOT
2.  NO OBSTRUCTIONS TO VIEW SHALL BE ERECTED, CONSTRUCTED OR PARKED WITHIN THE SIGHT VISIBILITY AREA
02.19.24
OR ISSUE AN CERTIFICATE OF OCCUPANCY FOR A PROJECT
BY LANDSCAPE PLANT MATERIAL, AND THAT SUCH
10. THERE SHALL BE NO OBSTRUCTION OF SITE SIGNAGE
INSPECTOR  WILL ACCEPT\PASS THE SIGN IN THE FIELD
MUST BE RELOCATED\CORRECTED BEFORE THE FIELD 
8.  TREES MUST BE PLACED MIN. OF 5' FROM SIDEWALKS, PUBLIC ACCESS WAYS
IS DESIGNED CLOSER THAN SIX (6) FEET TO
I HEREBY CERTIFY THAT NO TREE OR BOULDER
SHRUBS MUST BE AT MATURITY, 3' FROM ALL SIDES OF A  FIRE HYDRANT, P.I.V. OR FDC.
THE FACE OF STREET CURB.
SEE SECTION 1903 (6)(J)(1), ZONING CODE
9.  ALL LANDSCAPING SHALL BE MAINTAINED BY THE LANDOWNER OR THE LESSOR
REGISTERED LANDSCAPE ARCHITECT      DATE
5.  ALL PLANT MATERIALS MUST BE MAINTAINED
IN HEALTH AND VIGOR AND BE ALLOWED TO
ATTAIN NATURAL SIZE AND SHAPE IN ACCORDANCE
WITH THE ORIGINALLY APPROVED LANDSCAPE
6.  PARKING LOT TREES ARE TO HAVE A MINIMUM
CLEAR CANOPY DISTANCE OF FIVE (5) FEET. SEE SECTION 1903 (6)(G)(C)(4), ZONING CODE.
PLANS. SEE SECTION 1902 (6)(H)
SEE SECTION 1903 (6)(H), ZONING CODE
11. ALL TRANSFORMER BOXES, METER PANELS AND ELECTRIC EQUIPMENT, BACK FLOW
DEVICES OR ANY OTHER UTILITY EQUIPMENT NOT ABLE OR REQUIRED TO BE 
SCREENED BY LANDSCAPING OR WALLS SHALL BE PAINTED TO MATCH THE BUILDING
12. ALL WALLS OVER 7' IN HEIGHT, SITE LIGHTING, SIGNAGE, RAMADAS, AND SHADE
STRUCTURES REQUIRE A SEPARATE SUBMITTAL AND PERMITS.
COLOR.
7.  ALL LANDSCAPE AREAS SHALL BE GRADED SO THAT FINISHED GRADE SURFACES OF ALL NONLIVING
MATERIALS (I.E. DECOMPOSED GRANITE, CRUSHED ROCK, MULCH ETC.) ARE ONE AND ONE HALF (1 1/2) 
INCHES BELOW CONCRETE OR OTHER PAVED SURFACES. SEE SECTION 1903(6)(C)(11), ZONING CODE
ALL TREES SHALL COMPLY WITH THE LATEST AMENDED
RECOMMENDED TREE SPECIFICATIONS. SEE SECTION
EDITION OF THE ARIZONA NURSERY ASSOCIATION
1903(6)(a) ZONING CODE.
P.(602)265-0320
Scottsdale, Arizona 85258
10446 N. 74th Street , Suite 150
SITE PLANNING
URBAN DESIGN
LANDSCAPE ARCHITECTURE
T.J. McQUEEN & ASSOCIATES, INC.
EMAIL: timmcqueen@tjmla.net
CONSENT FROM TJMLA.
T.J. McQUEEN & ASSOC., INC. LANDSCAPE ARCHITECTURE
OBTAINING THE  EXPRESSED WRITTEN PERMISSION &
THEY TO  BE ASSIGNED TO ANY THIRD PARTY  WITHOUT
COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE
THESE PLANS ARE NOT TO BE REPRODUCED,  CHANGED  OR
(TJMLA) EXPRESSLY RESERVES  ITS COMMON LAW COPYRIGHT
& OTHER   PROPERTY   RIGHTS IN  THESE  PLANS. 
COPIED IN 
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TIMOTHY J.
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02.19.24

8'-0"
TRUCK COURT PAVING - REF. 
CIVIL DRAWINGS
2" CMU CAP - PAINT TO MATCH
EXPANSION JOINT W/ 
SEALANT
TRUCK COURT PAVING
VARIES PER GRADING - COORDINATE WITH CIVIL
CONC. FOUNDATION - COORDINATE 
W/ CIVIL AND STRUCTURE DRAWINGS
FLUID APPLIED WATERPROOFING - 
EXTEND 12" - 16" ABOVE GRADE
SCREEN WALL NOTES
1. SITE SCREEN WALLS A 
MAXIMUM 8'-0" ABOVE THE 
HIGHEST FINISHED GRADE OF 
THE PARKING AREA OR STREET 
CURB. WHICHEVER IS HIGHER
3. SEE STRUCTURAL DRAWINGS 
FOR ALL FOOTING AND 
REINFORCING INFORMATION
4. COORDINATE OPENINGS AND 
WEEPS IN BOTTOM OF WALLS 
WITH CIVIL DRAWINGS. 
3' - 0"
3"
4"
6"
4"
1' - 2"
SEE PLANS
48"  TYP. U.N.O.
6" DIA. STEEL PIPE BOLLARD, 
TYP.  FILL SOLID W/ CONCRETE, 
CROWN TOP. PAINTED HIGH 
VISIBILITY YELLOW
PAVING / CONCRETE AS OCCURS, 
SEE CIVIL
CONCRETE FOOTING AT BASE. 
SEE STRUCTURAL. 
REFLECTIVE TAPE
MAX.
4' - 0"
MAX.
4' - 0"
TYP.
EQ
TYP.
EQ
FIRE HYDRANT
BOLLARD
TYP
EQ
TYP
EQ
11
A1.3.1
PROV. POLE CAP PER MFR.
LIGHT FIXTURE PER 
ELECTRICAL SITE 
PLAN 
CONDUIT BY ELEC., SEE 
ELECTRICAL DWGS.
CONC. BASE - REF. 
ELECTRICAL DRAWINGS
NOTE: POLES IN LANDSCAPE 
AREAS TO BE PLACED OUT OF 
REQUIRED SPACE FOR 
VEHICLE OVERHANG
SEE  ELECTRICAL
1' - 0"
2' - 6"
LIGHT POLE AND BASE 
CONNECTION PER 
FIXTURE MFR.
LIGHT POLE BASE COVER
NO SHRINK GROUT W/ 
BASE PLATE AND DOUBLE 
SETTING NUTS AND BOLTS 
PER ELEC.
1" CHAMFER AT BASE 
EDGES
ADJACENT FINISHED GRADE
3" X 5" HANDHOLE W/ 
COVER LIGHT POLE BASE 
COVER NO SHRINK GROUT 
W/ BASE PLATE AND 
DOUBLE SETTING NUTS 
AND BOLTS PER ELEC.  1" 
CHAMFER AT BASE EDGES
3' - 0" MIN
TO FACE OF CURB OR INTERIOR 
(TRUCK COURT SIDE) OF SCREEN 
WALLS U.O.N. REF SITE PLAN
NOTE: CONCRETE POLE 
BASES IN TRAILER PARKING 
AREAS ARE TO BE 48".
4' - 0" AT TRUCK COURTS
SEE STRUCTURAL
GENERAL CONTRACTOR
YEAR
9 1/4"
5"
NOTE:
1. 
PLAQUE TO BE CENTERED AT BUILDING 
ENTRY 
2.
REFERENCE SITE PLAN FOR 
LOCATION(S)
CENTER PLAQUE ON DOOR
TRANSFORMER, 
SEE ELECTRICAL
8' - 6" CLEAR
CLR
2' - 0"
CLR
2' - 0"
CLR
2' - 0"
CONFIRM CONCRETE PAD LENGTH W/ ELECTRICAL
CONFIRM CONCRETE PAD WIDTH W/ ELECTRICAL
*BOLLARDS TO BE EQUALLY SPACED - 
6'-0" MAX SPACING IN EITHER 
DIRECTION. -G.C. TO COORDINATE 
PLACEMENT/FOOTING W/ 
UNDERGROUND UTILITIES
[FOR REFERENCE]
3' - 0"
3' - 0"
CLEAR BICYLE USE AREA
6' - 0"
CLR.
1' - 3"
CLR.
1' - 3"
CLR
2' - 6"
1' - 6"
2' - 10"
1' - 6"
T.O. CONC.
1 1/4" DIA. 
STEEL PIPE
6" DIA. STEEL FLANGE 
W/ 4 RAMSET 
ANCHORS PER BASE
PLAN
ELEVATION
PAINT DE6385 "BLACK BEAN" SEMI-GLOSS
6' - 0"
TYP.
REFER TO SITE PLAN FOR WALL LENGHTS
P3
1
P1
2
3
2
A1.3.1
Sim
KEYNOTES:
1. 1" CMU CAP TYP. (PAINT P-1)
2. 8" X 8" X 16" MASONRY WALL (TYP.)
3. HATCHED AREAS INDICATED PAINTED CMU 
BLOCK FINISH (TYP.)
PAINT KEY:
P-1: DUNN EDWARDS SILVER LINED DE6353
P-3: DUNN EDWARDS TARNISHED SILVER DE6355
P1
P3
PROJECT No:
CHECKED BY: 
DRAWN BY:
ISSUE DATE:
DRAWING TITLE:
THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND THE PROPERTY OF LGE DESIGN GROUP AND LGE DESIGN BUILD AND SHALL REMAIN THEIR PROPERTY. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH.
1200 N. 52nd Street  Phoenix, AZ  85008 
P: 480.966.4001
NOT FOR CONSTRUCTION
--
LGE DESIGN GROUP
--
A1.3.1
SITE DETAILS
NWC OF BECK AVE & CHICAGO ST
CHANDLER, AZ 85226
ALL COPY
 1/2" = 1'-0"
SCREEN WALL AT TRUCK COURT
2
 3/4" = 1'-0"
TYPICAL BOLLARD
11
11
11
11
11
11
11
11
 3/4" = 1'-0"
FIRE HYDRANT AT TRUCK COURT
12
12
12
12
12
12
12
12
 3/4" = 1'-0"
LIGHT POLE DETAIL
13
13
13
13
13
13
13
13
 6" = 1'-0"
LGE PLAQUE DETAIL
14
14
14
14
14
14
14
14
 3/16" = 1'-0"
TYPICAL TRANSFORMER LAYOUT
16
16
16
16
16
16
16
16
#
REVISION
DATE
 1/2" = 1'-0"
TYPICAL BICYCLE RACK
3
 1/2" = 1'-0"
SITE WALL ELEVATIONS
1

INSIDE ENCLOSURE WIDTH
10' - 0" CLEAR
EQ
EQ
EQ
EQ
22 GA. GALVANIZED 
METAL "B" DECK, 
PAINT
'POWER HINGE' #4 ON 
6" STEEL POST, CONC. 
FILLED PAINT
7" THICK CONCRETE SLAB - 
SLOPE 2%
(3) 6" DIA. CONCRETE 
FILLED BOLLARD
INSIDE ENCLOSURE WIDTH
12' - 0" CLEAR
MINIMUM CONCRETE PAD
20' - 6"
A1.3.2
2
5"
12"
3"
CANE BOLT IN OPEN POSITION
STEEL GATE ASSEMBLY
1/4" STEEL ANGLE CLIP TO ACCEPT  
CANE BOLT IN OPEN POSITION
1" ~ BENT ROD CANE BOLT 1/4" STEEL 
ANGLE CLIP TO ACCEPT PAINTED 
DEA187 BLACK
CANE BOLT PROVIDE SHIM PLATE TO 
WELD AT BOTTOM OF TUBE 
T.O. PAVING - SEE CIVIL DRAWINGS
4"
4"
8"
2"
5"
MASONRY WALL 
180° "POWER 
HINGE" #4 TYP.
3" X 2 1/2" X TS FRAME GRIND 
WELDS AND CORNERS 
SMOOTH, PAINT
2" X 2" X 3/16" ANGLE, GRIND 
WELDS, CORNERS SMOOTH, 
PAINT
6" DIA  CONCRETE 
FILLED POST, PAINT
GATE IN CLOSED 
POSITION 
22 GA GALV. MTL. "B" 
DECK PAINT
GATE IN OPEN 
POSITION
3"
2"
1/4" STL BENT GATE 
RETAINER - PAINT 
1/2" ALLTHREAD W/ 
WASHERS & DBL NUTS
POST
GATE & FRAME & WHEEL, 
PAINT TO MATCH 
CONT. 6" STL CHANNEL & 
2" DIA STEEL WEEPHOLES 
AT 36" O.C. WELD TO 
CHANNEL & SET IN CONC.
TOOLED EDGE
CONT. 3/4" X 3/4" X 1/8" 
ANGLE W/ 1/8" X 1" WELDED 
TO CHANNEL
1/2" X 2" STUDS AT 48" O.C.
EXP JOINT SEALANT AT 
YARD WALL, BEYOND
CONC. RUNWAY
ABC BASE COURSE & 
SUBGRADE, SEE CIVIL
NOTE: WHERE GATE OCCURS ADJACENT TO YARD/SITE 
WALL, OMIT PAVING AND POUR SOLID W/CONCRETE.
PROVIDE CONTROL 
JOINTS IN CONC. AT 10" 
O.C, TYP. EACH SIDE
FILTER FABRIC
EARTH BED
1' - 6"
A1.3.2
9
Sim
1' - 0"
T.O. POST
2"
8"x8" TUBE STEEL 
POST W/CAP
1/4" STL BENT PL ATE 
RETAINER WELD TO 
T.S. END POST
GATE ROLLER 
GUIDES-1/2" ALL 
THREAD W/ 
WASHERS & DBL 
NUTS AND RUBBER 
WHEELS AS SHOWN
GATE & FRAME WITH 
1 1/2" METAL DECK
8"
8"
NOTE:
GATES AND METAL COMPONENTS TO BE PAINTED P4
* OCCURS WHERE ROLLING GATE IS 
ADJACENT TO WROUGHT IRON FENCE
3"
3"
REAR
(YARD SIDE)
FRONT
(PUBLIC VIEW SIDE)
1 1/2" METAL DECK SEE 
GATE ELEVATION FOR 
FLUTE ORIENTATION
CONT. 2" x 2" STEEL ANGLE 
CENTERED ON T.S. 
PERIMETER FRAME
CONT. 3" x 3" TUBE STEEL 
PERIMETER FRAME
4" WIDE, 3/8" THICK 
DIAGONAL STEEL STRAP 
BRACE
NOTE:
GATES AND METAL COMPONENTS TO BE PAINTED P4
CONC. RUNWAY WITH 
CONT. 4" STEEL 
CHANNEL.
3" X 3" TS FRAME WITH 
2" X 2" X 3/16" ANGLE, 
GRIND WELDS, 
CORNERS SMOOTH. 
PAINT - P4
POST
2' - 0" GATE OVERLAP IN CLOSED POSITION
GATE OPERATOR
CONC. RUNWAY WITH 
CONT. 4" STEEL 
CHANNEL.
POST
2' - 0" GATE OVERLAP IN CLOSED POSITION
GATE OPERATOR
REFERENCE SITE PLAN FOR CLEAR OPENING AND VERIFY WITH ROLLING GATE MANUFACTURER FOR FINAL GATE DIMENSIONS
*CONFIRM MASONRY SCREEN WALL OR WROUGHT IRON FENCE WITH SITE PLAN  FOR 
ROLLING GATE CONNECTION  
*CONFIRM MASONRY 
SCREEN WALL OR 
WROUGHT IRON FENCE 
WITH SITE PLAN 
POST BEYOND
POST BEYOND
*CONFIRM MASONRY 
SCREEN WALL OR 
WROUGHT IRON FENCE 
WITH SITE PLAN 
5
A1.3.2
Sim
6' - 0"
6' - 0"
8"
12' - 0"  CLEAR BETWEEN ENCLOSURE WALLS
8"
12' - 0"  CLEAR BETWEEN ENCLOSURE WALLS
8"
26' - 0"  OVERALL
6' - 0"
6' - 0"
6' - 0"
1/2"∅ CANE BOLT W/ PIPE SLEEVES IN CONC. APRON 
(PROVIDE SLEEVES IN PAVED SURFACE AT HOLD OPEN 
POSITION AND CLOSED)
LOCKABLE HASP
2" x 1/4" STEEL 
PLATE, TYP.
22 GA. 
GALVANIZED 
METAL "B" DECK, 
PAINT DEA187 
BLACK.
'POWER HINGE' #4 
ON 6" SQUARE 
CONC. FILLED POST, 
TYP. PAINTED 
DEA187 BLACK
3" x 3" x 1/4" STEEL 
ANGLE FRAME 
GRIND WELDS, 
MITER CORNERS 
SMOOTH, PAINTED 
DEA187 BLACK
A1.3.2
3
2
A1.3.2
2
A1.3.2
2
A1.3.2
1/4" STL BENT GATE 
RETAINER, WELD TO 
TS BOLLARD W/ 
RUBBER WHEELS AS 
SHOWN, BEYOND, 
PAINT DEA187 BLACK
1/2" ALLTHREAD W/ 
WASHERS & DBL 
NUTS
WALLS, AS OCCURS
GATE & FRAME & 
WHEEL, SEE DETAIL 
THIS SHEET, PAINT
CONT. 6" STL CHANNEL 
& 2" DIA STEEL 
WEEPHOLES AT 36" O.C. 
WELD TO CHANNEL & 
SET IN CONC.
TOOLED EDGE
CONT. 3/4" X 3/4" X 1/8" 
ANGLE W/ 1/8" X 1" 
WELDED TO CHANNEL
EMBEDS AS REQUIRED 
BY MANUFACTURER
EXP JOINT 
SEALANT AT 
YARD WALL, 
BEYOND
CONC. RUNWAY - 
3000 PSI/28DAY
ABC BASE COURSE & 
SUBGRADE, SEE CIVIL
NOTE: WHERE GATE OCCURS ADJACENT TO YARD/SITE WALL, OMIT PAVING AND POUR SOLID 
W/CONCRETE.
PROVIDE CONTROL 
JOINTS IN CONC. AT 10" 
O.C, TYP. EACH SIDE
FILTER FABRIC
EARTH BED
2' - 2"
FRONT PANEL
BACK PANEL
CONC. RUNWAY WITH 
CONT. 4" STEEL 
CHANNEL.
22 GA GALV MTL "B" 
DECK, PAINT - P4
3" X 3" TS FRAME WITH 
2" X 2" X 3/16" ANGLE, 
GRIND WELDS, 
CORNERS SMOOTH. 
PAINT - P4
STEEL LOOP WELDED 
TO GATE FRAME. 
V GROOVE 
"POWER WHEEL"
POST
GATE OPERATOR
REFERENCE SITE PLAN FOR CLEAR OPENING AND VERIFY WITH ROLLING GATE MANUFACTURER FOR FINAL GATE DIMENSIONS
*CONFIRM MASONRY 
SCREEN WALL OR 
WROUGHT IRON FENCE 
WITH SITE PLAN 
POST BEYOND
14
A1.3.2
PROJECT No:
CHECKED BY: 
DRAWN BY:
ISSUE DATE:
DRAWING TITLE:
THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND THE PROPERTY OF LGE DESIGN GROUP AND LGE DESIGN BUILD AND SHALL REMAIN THEIR PROPERTY. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH.
1200 N. 52nd Street  Phoenix, AZ  85008 
P: 480.966.4001
NOT FOR CONSTRUCTION
--
LGE DESIGN GROUP
--
A1.3.2
SITE DETAILS
NWC OF BECK AVE & CHICAGO ST
CHANDLER, AZ 85226
ALL COPY
 1/4" = 1'-0"
TYPICAL TRASH ENCLOSURE
1
 1 1/2" = 1'-0"
CANE BOLT DETAIL
3
 1 1/2" = 1'-0"
GATE HINGE
2
 3/4" = 1'-0"
ROLLING GATE
5
 1 1/2" = 1'-0"
ROLLING GATE AT POST
9
 3" = 1'-0"
TYPICAL ROLLING GATE FRAME
8
 1/2" = 1'-0"
DOUBLE GATE ELEVATION
10
10
10
10
10
10
10
10
 1/2" = 1'-0"
DOUBLE TRASH ENCLOSURE GATE ELEVATION
13
13
13
13
13
13
13
13
 3/4" = 1'-0"
TELESCOPING GATE
14
14
14
14
14
14
14
14
 1/2" = 1'-0"
TELESCOPING GATE ELEVATION
15
15
15
15
15
15
15
15
#
REVISION
DATE

PARKING STALL
PER PLANS.
8'-6" MIN. CLR.
(PER A.D.A.)
38'
FRONT EDGE OF CANOPY
ALIGNS W/ FRONT EDGE OF
PARKING STRIPE, SEE PLAN, TYP.
END CAP &
DRIP FASCIA
NOTES:
1.  ALSO SEE SITE PLAN FOR MORE INFO.
2.  PARKING CANOPY IS BY SEPARATE
PERMIT AND REVIEW, BY OTHERS.
3. COLUMN AND BEAM TO BE DOUBLE
CHANNEL, TYP. SEE STRUCT'L.
4. SEE STRUCTURAL DRAWINGS FOR ALL
MEMBERS AND CONNECTIONS, AND MORE
NOTES, TYP.
5.  PROVIDE MIN. 4" FASCIA AND DRIP EDGE,
TYP.
6. ALL VISIBLE METAL TO BE FINISHED. NO
EXPOSED GALVANIZED METAL.
METAL ROOF DECK: PRE-FINISHED
NON-REFLECTIVE MATERIAL. (NO
EXPOSED GALVANIZED METAL).
METAL PURLINS AND ANGLES, TYP.
TAPERED STEEL BEAM, PAINT BLACK (TBD), TYP.
STEEL COLUMN, PAINT BLACK (TBD), TYP.
FOOTING, PER STRUCTURAL
LINEAR PARKING CANOPY LIGHT,
LOCATE AS SHOWN TO PROVIDE
FULL SCREENING, TYP.
PITCH
POTENTIAL FUTURE SOLAR PANEL
INSTALLATION
SITE DETAILS
SCALE: 3/8" = 1'-0"
THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND THE PROPERTY OF LGE DESIGN GROUP AND LGE DESIGN BUILD AND SHALL REMAIN THEIR PROPERTY. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH
1200 N. 52nd Street    Phoenix, AZ    85008
P: 480.966.4001
02/19/24

COLOR  KEY: 
KEY:   DESCRIPTION:
CMU2
CMU1
CMU3
COLORS
EXTERIOR WALLS
CONCRETE MASONRY UNITS
8"X8"X16" CMU, SMOOTH FACE
STACK BOND
CMU
SPECIALTY
"VERTICAL LOUVER" -  STRUCTURAL 
ANGLE - SHAPE SIZE AND FINISH TBD
VL
EXTERIOR WALL KEY:
INTEGRAL COLOR TBD
[LIGHT GRAY]
PAINTING NOTES:
1. PAINTER TO PROVIDE FOUR COLOR 
SCHEME WITH ALL DECORATIVE BANKS 
MASKED AND PAINTED IN COLORS TO BE 
SELECTED
2. SEALANTS FOR THE PROJECT TO 
MATCH ADJACENT MATERIAL COLOR - NO 
WHITE OR OFF WHITE COLORS.
3. PAINTER TO PREPARE SAMPLES WITH 
APPROPRIATE COLOR TO BE APPROVED 
BY OWNER PRIOR TO APPLICATION ON 
BUILDING FACADES.
4. PAINTER TO PROVIDE TWO COATS OF 
SEALER TO ALL EXPOSED NATURAL 
BLOCK, PRECAST CONCRETE, UNPAINTED 
CONCRETE AND OTHER MATERIALS AS 
REQUIRED TO PROVIDE A WEATHER 
SEALED PROJECT. 
G1
GLAZING / LOUVERS
W#
GLAZING ELEVATION KEY:
GLAZING KEY:
MATERIAL:
 
DESCRIPTION:
FRAMES
2"X6", 2"X4-1/2" DARK BRONZE 
ANODIZED (AB-6) ALUMINUM 
STOREFRONT
GLAZING 
SOLARBAN 60, 1" INSULATED 
GLAZING  LOW-E SOLARCOOL 
SOLARBLUE
NOTE: ALL GLAZING TO COMPLY WITH IBC 2406.
METAL COMPOSITE PANEL
ARCONIC ARCHITECTURAL PRODUCTS - 
REYNOBOND 4mm FR 
COLORWELD 500  - SLATE GRAY
MP1
INTEGRAL COLOR TBD
[MEDIUM GRAY]
INTEGRAL COLOR TBD
[DARK GRAY]
MS
"MECHANICAL ROOF SCREEN" - B-DECK 
WITH TUBE STEEL FRAME - PAINT TO 
MATCH 
FINAL LOCATION AND HEIGHT 
TBD
CMU1
LEVEL 1
EL +0' - 0"
LEVEL 1
EL +0' - 0"
DOCK
EL -4' - 0"
DOCK
EL -4' - 0"
E
A
CLEAR SPACE
EL +24' - 0"
CLEAR SPACE
EL +24' - 0"
LEVEL 2
EL +14' - 0"
LEVEL 2
EL +14' - 0"
T.O. PARAPET
EL +32' - 0"
T.O. PARAPET
EL +32' - 0"
2
A4.4.1
CMU1
30' - 0" OPENING
4
A4.4.1
G1
5' - 4"
20' - 0"
2' - 8"
2' - 8"
4' - 0"
21' - 4"
4' - 0"
16' - 0"
2' - 8"
20' - 0"
2' - 8"
16' - 0"
2' - 8"
16' - 0"
2' - 8"
20' - 0"
2' - 8"
16' - 0"
LINE OF ROOF BEYOND
D
C
B
OPENING W/ GLASS 
RAILING
MASONRY SCREEN WALL
G1
G1
G1
G1
G1
VL
VL
VL
VL
VL
VL
CMU3
CMU3
CMU3
CMU1
CMU2
CMU3
CMU3
CMU3
CMU3
G1
VL
MP1
MS
ROOF TOP MECHANICAL 
EQUIPMENT SHOWN FOR 
REFERENCE ONLY - 
LOCATION TBD, TYP.
LEVEL 1
EL +0' - 0"
LEVEL 1
EL +0' - 0"
1
5
CLEAR SPACE
EL +24' - 0"
CLEAR SPACE
EL +24' - 0"
LEVEL 2
EL +14' - 0"
LEVEL 2
EL +14' - 0"
T.O. PARAPET
EL +32' - 0"
T.O. PARAPET
EL +32' - 0"
1
A4.4.1
3
A4.4.1
LINE OF ROOF BEYOND
MP1
2
3
4
EXTERIOR PATIO W/ 
GLASS RAILING
26' - 8"
4' - 0"
10' - 8"
4' - 0"
30' - 8"
4' - 0"
10' - 8"
4' - 0"
26' - 8"
4' - 0"
30' - 8"
4' - 0"
MP1
MP1
MP1
MP1
CMU
CMU
CMU
CMU
CMU1
MP1
MS
ROOF TOP MECHANICAL 
EQUIPMENT SHOWN FOR 
REFERENCE ONLY - 
LOCATION TBD, TYP.
LEVEL 1
EL +0' - 0"
LEVEL 1
EL +0' - 0"
DOCK
EL -4' - 0"
DOCK
EL -4' - 0"
E
A
CLEAR SPACE
EL +24' - 0"
CLEAR SPACE
EL +24' - 0"
LEVEL 2
EL +14' - 0"
LEVEL 2
EL +14' - 0"
T.O. PARAPET
EL +32' - 0"
T.O. PARAPET
EL +32' - 0"
2
A4.4.1
CMU
30' - 0"
4
A4.4.1
LINE OF ROOF BEYOND
D
C
B
MASONRY SCREEN WALL
G1
G1
G1
G1
G1
G1
VL
VL
VL
VL
VL
VL
16' - 0"
2' - 8"
20' - 0"
2' - 8"
16' - 0"
2' - 8"
16' - 0"
2' - 8"
20' - 0"
2' - 8"
8' - 0"
4' - 0"
24' - 0"
2' - 8"
24' - 0"
13' - 4"
8' - 0"
CMU3
CMU2
CMU1
CMU3
CMU2
CMU3
CMU3
CMU3
MS
MP1
G1
VL
MP1
ROOF TOP MECHANICAL 
EQUIPMENT SHOWN FOR 
REFERENCE ONLY - 
LOCATION TBD, TYP.
CMU3
G1
MP1
G1
LEVEL 1
EL +0' - 0"
LEVEL 1
EL +0' - 0"
DOCK
EL -4' - 0"
DOCK
EL -4' - 0"
1
5
CLEAR SPACE
EL +24' - 0"
CLEAR SPACE
EL +24' - 0"
LEVEL 2
EL +14' - 0"
LEVEL 2
EL +14' - 0"
T.O. PARAPET
EL +32' - 0"
T.O. PARAPET
EL +32' - 0"
1
A4.4.1
CMU
3
A4.4.1
LINE OF ROOF BEYOND
2
3
4
CMU2
08-02
08-02
08-02
SES ENCLOSURE BEYOND
08-02
08-02
TRASH COMPACTOR
08-07
13-01
CMU1
CMU3
MS
ROOF TOP MECHANICAL 
EQUIPMENT SHOWN FOR 
REFERENCE ONLY - 
LOCATION TBD, TYP.
PROJECT No:
CHECKED BY: 
DRAWN BY:
ISSUE DATE:
DRAWING TITLE:
THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND THE PROPERTY OF LGE DESIGN GROUP AND LGE DESIGN BUILD AND SHALL REMAIN THEIR PROPERTY. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH.
1200 N. 52nd Street  Phoenix, AZ  85008 
P: 480.966.4001
NOT FOR CONSTRUCTION
--
LGE DESIGN GROUP
--
A4.1.1
EXTERIOR BUILDING ELEVATIONS
NWC OF BECK AVE & CHICAGO ST
CHANDLER, AZ 85226
ALL COPY
PROJECT No:
CHECKED BY: 
DRAWN BY:
ISSUE DATE:
DRAWING TITLE:
THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND THE PROPERTY OF LGE DESIGN GROUP AND LGE DESIGN BUILD AND SHALL REMAIN THEIR PROPERTY. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH.
1200 N. 52nd Street  Phoenix, AZ  85008 
P: 480.966.4001
NOT FOR CONSTRUCTION
--
LGE DESIGN GROUP
--
A4.1.1
EXTERIOR BUILDING ELEVATIONS
NWC OF BECK AVE & CHICAGO ST
CHANDLER, AZ 85226
ALL COPY
GENERAL DRAWING NOTES
MATERIALS
08-02
DOOR PER SCHEDULE
08-07
INTERIOR WINDOW SYSTEM, SEE WINDOW SCHEDULE
13-01
BUTT JOINTED FULL HEIGHT INTERIOR GLAZING SYSTEM
REFERENCE KEYNOTES
A.
REFER TO THE A0.X SERIES DRAWINGS FOR ARCHITECTURAL
GENERAL NOTES, MATERIAL SYMBOLS, ABBREVIATIONS, AND
DIMENSIONING CONVENTIONS USED ON THIS DRAWING.
B.
REFER TO AND COORDINATE WITH STRUCTURAL, MECHANICAL,
PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION NOT SHOWN ON THIS DRAWING.
C.
REFER TO AND COORDINATE WITH CIVIL DRAWINGS FOR ALL
FINISH GRADES.
D.
REFER TO A4.X.X SERIES DRAWINGS FOR ENLARGED EXTERIOR
ELEVATIONS, BUILDING SECTIONS,TILT WALL ELEVATIONS, &
WALL SECTIONS
E.
REFER TO A9.2.X SERIES DRAWINGS FOR DOOR, GLAZING &
LOUVER SCHEDULES, ELEVATIONS & DETAILS
#
REVISION
DATE
#
REVISION
DATE
 1/16" = 1'-0"
EAST
3
 1/16" = 1'-0"
SOUTH
2
 1/16" = 1'-0"
WEST
4
 1/16" = 1'-0"
NORTH
1

PROJECT No:
CHECKED BY: 
DRAWN BY:
ISSUE DATE:
DRAWING TITLE:
THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND THE PROPERTY OF LGE DESIGN GROUP AND LGE DESIGN BUILD AND SHALL REMAIN THEIR PROPERTY. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH.
1200 N. 52nd Street  Phoenix, AZ  85008 
P: 480.966.4001
NOT FOR CONSTRUCTION
--
LGE DESIGN GROUP
--
G5.1
PRELIMINARY RENDERINGS
NWC OF BECK AVE & CHICAGO ST
CHANDLER, AZ 85226
ALL COPY
#
REVISION
DATE
PERSPECTIVE VEW FROM SE CORNER
PERSPECTIVE VEW FROM SW CORNER
PERSPECTIVE VEW FROM NE CORNER
PERSPECTIVE VEW FROM W PARKING LOT

1
1
E
E
5
5
A
A
A4.1.1
3
A4.1.1
2
A4.1.1
4
A4.1.1
1
1
A4.4.1
1
A4.4.1
2
A4.4.1
2
A4.4.1
3
A4.4.1
3
A4.4.1
4
A4.4.1
4
A4.4.1
2
2
3
3
4
4
D
D
C
C
B
B
1/4" / 12"
1/4" / 12"
1/4" / 12"
1/4" / 12"
ELEVATOR SHAFT BELOW
160' - 0"
168' - 0"
40' - 0"
40' - 0"
40' - 0"
40' - 0"
42' - 0"
42' - 0"
42' - 0"
42' - 0"
ROOF TOP MECHANICAL 
EQUIPMENT SHOWN FOR 
REFERENCE ONLY - 
LOCATION TBD, TYP.
MECHANICAL ROOF 
SCREEN - REFER TO 
BUILDING ELEVATIONS
GENERAL DRAWING NOTES
PROJECT No:
CHECKED BY: 
DRAWN BY:
ISSUE DATE:
DRAWING TITLE:
THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND THE PROPERTY OF LGE DESIGN GROUP AND LGE DESIGN BUILD AND SHALL REMAIN THEIR PROPERTY. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH.
1200 N. 52nd Street  Phoenix, AZ  85008 
P: 480.966.4001
NOT FOR CONSTRUCTION
--
LGE DESIGN GROUP
--
A2.1.2
ROOF PLAN
NWC OF BECK AVE & CHICAGO ST
CHANDLER, AZ 85226
ALL COPY
A.
REFER TO THE A0.X SERIES DRAWINGS FOR ARCHITECTURAL
GENERAL NOTES, MATERIAL SYMBOLS, ABBREVIATIONS, AND
DIMENSIONING CONVENTIONS USED ON THIS DRAWING.
B.
REFER TO AND COORDINATE WITH STRUCTURAL, MECHANICAL,
AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION
NOT SHOWN ON THIS DRAWING.
C.
FOR BASIC LIFE SAFETY AND CODE INFORMATION APPLYING TO
THIS PROJECT, REFER TO G2.X SERIES DRAWING
D.
COORDINATE "BOTTOM OF DECK" ELEVATIONS CALLED OUT ON
THIS DRAWING WITH STRUCTURAL DRAWINGS
E.
REFER TO THE A5.4.1 FOR TYPICAL ROOFING DETAILS.
F.
REFER TO A5.1.1 FOR TYPICAL SYSTEM DETAILS
G.
ROOF ASSEMBLIES SHALL BE MINIMUM OF CLASS B FIRE
CLASSIFICATION, OR AS SPECIFIED IN THE PROJECT MANUAL.
N
 1/16" = 1'-0"
ROOF PLAN
1
REFERENCE KEYNOTES
#
REVISION
DATE