Parking Study

June 9, 2026 
 
Sam Gudiño 
Public Safety Towers, LLC 
 
Phone: (760)612-9949 
E-mail: s.gudino@pstctowers.com 
 
Subject:        
PSTC Parking Study – Chandler, Arizona 
– Southeast Corner of Ray Road and McClintock Drive
 
Dear Mr. Gudiño,  
Y2K Engineering has been retained to provide traffic engineering services for the above-referenced project, 
located on the southeast corner of Ray Road and McClintock Drive in Chandler, Arizona. This report has 
been revised from a previous submittal. The responses to comments received on the previous study are 
provided in Attachment A.  
The new development is proposed on predeveloped land. The project proposes new communication 
towers and associated supporting infrastructure on the project site which will result in the removal of three 
existing parking spaces. The existing development includes a shopping center, bowling alley, and a tire retail 
store. Figure 1 shows the vicinity of the project and Figure 2 shows the project site. 
 
Figure 1: Vicinity Map 
1921 S. Alma School Rd, Ste 204 \ Mesa, AZ 85210 
480.696.1701 
 
 
info@y2keng.com

PSTC Parking Study – Chandler, Arizona  
June 2026 
 
 
Page 2 
 
Figure 2: Project Site 
PROPOSED SITE 
The proposed development will be constructed on an existing developed parcel. The current parcel 
includes a shopping center, bowling alley, and a tire retail store. The new development proposes new 
communication towers and supporting infrastructure located on the northwest side of the existing 
parking lot. Figure 3 and Figure 4 shows the location of the proposed tower and supporting infrastructure 
and the impacted parking spaces are highlighted in Figure 5.

PSTC Parking Study – Chandler, Arizona  
June 2026 
 
 
Page 3 
 
Figure 3: Site Impact Area 
 
Figure 4: Site Impact Area - Closeup

PSTC Parking Study – Chandler, Arizona  
June 2026 
 
 
Page 4 
 
Figure 5: Project Site, Parking Removal Highlighted 
EXISTING PARKING 
A survey of existing off-street parking at the existing development was conducted based on aerial imagery. 
There are three existing developments that use the parking in the area of this study. The existing 
developments include a 35,989 square foot shopping center, a 7,000 square foot tire retail store, and a 
bowling alley with 40 lanes. These existing developments currently provide a total of 372 existing parking 
spaces.  
PARKING EVALUATION 
CALCULATED PARKING REQUIREMENTS 
Parking requirements were calculated for the existing development using the parking requirements in the 
City of Chandler Ordinance 35-1804. Table 1 summarizes the square footage of the existing 
developments, per documents accessed through the Maricopa County Assessor website, provided in 
Attachment B, and the required sparking spaces for each. Parking for a bowling alley is determined by the 
number of lanes in the facility therefore number of lanes per the AMF McRay Plaza Lanes website1, is 
reported for that building instead of square footage. Existing parking is shown on the site plan in 
Attachment C.  
 
1 https://www.amf.com/location/amf-mcray-plaza-lanes (accessed February 18, 2026)

PSTC Parking Study – Chandler, Arizona  
June 2026 
 
 
Page 5 
Table 1: Summary of Calculated Parking Requirements per City of Chandler Ordinance 35-1800 
Unit
Size
Parking Land Use Parking Ratio
Recommended 
Parking Spaces
Bowling Alley
40 Lanes
Bowling Alley
4/Lane
160
Shopping Plaza
35,989 SF
Shopping Center 
(<10 acres)
5.5/1,000 SF
198
Tire Store
7,000 SF
Retail Sales
1/250 SF
28
Total
386 Spaces
 
Based on City of Chandler parking requirements, 386 parking spaces are required for the existing 
development. Considering the recommended number of spaces exceeds the provided parking supply (372 
spaces), the parking requirements are not met in the existing conditions according to the City of Chander 
standards.  
PARKING REDUCTION PER CITY OF CHANDLER ORDINANCE 
City of Chandler Ordinance 35-1807 provides guidance to determine when parking reductions may be 
allowed to encourage more efficient use of parking. The shared parking reduction methodology outlined in 
35-1807 is intended to accommodate mixed-use developments or multiple nonresidential uses the uses 
operate at different peak times from one another. A Shared Parking Calculations Table is provided in Section 
35-1807d and details the expected use of parking spaces for each type of development per day of the week 
and time of day. For the purposes of this analysis, the proposed bowling alley is classified under the 
“cinema/theater, and live entertainment” land use category in the Shared Parking Calculations Table, and 
the strip retail plaza and tire store are classified under the “retail” category. 
Table 2 summarizes the results of the calculations for the existing development based on the Shared 
Parking Calculations Table found in Section 35-1807d. 
Table 2: Summary of Calculated Parking Requirements per Section 35-1807 Parking Reduction 
Time of Use
Weekdays
Weekends
Unit
General Land Use 
Classification
Recommended Parking 
Spaces Per City of Chandler
12:00 am  -
7:00 am
7:00 am - 
6:00 pm
6:00 pm - 
12:00 am
12:00 am - 
7:00 am
7:00 am - 
6:00 pm
6:00 pm - 
12:00 am
Bowling Alley
Cinema/Theater, and 
Live Entertainment
160
0%
70%
100%
5%
70%
100%
0
112
160
8
112
160
Shopping Plaza
Retail
198
0%
100%
80%
0%
100%
60%
0
198
158
0
198
119
Tire Store
Retail
28
0%
100%
80%
0%
100%
60%
0
28
22
0
28
17
Total Spaces
0
338
341
8
338
296
 
Based on the parking reduction calculations summarized in the table above, the peak parking demand is 
expected to occur during the weekday evening period from 6:00 p.m. to 12:00 a.m., with an estimated 
demand of 341 parking spaces. 
SUMMARY 
The City of Chandler requires a minimum of 386 parking spaces for the existing development per parking 
rates provided in Ordinance 35-1804. Ordinance 35-1807 provides that parking requirements may be 
reduced based on a parking demand study performed utilizing the City’s approved Shared Parking

PSTC Parking Study – Chandler, Arizona  
June 2026 
 
 
Page 6 
methodology where multiple nonresidential uses that operate at different peak times are expected to use 
the parking spaces. Utilizing the Shared Parking methodology, the required number of parking spaces may 
be reduced to 341 parking spaces while still adequately serving the development. 
The development currently provides 372 parking spaces. The proposed communication tower and 
associated infrastructure would remove three existing parking spaces, leaving 369 parking spaces to serve 
the development. Per the parking calculations described above, 341 parking spaces are the minimum 
required to adequately serve the development. The removal of three parking spaces will still provide 28 
excess parking spaces when compared to the minimum required parking per City of Chandler Ordinances. 
CONCLUSIONS 
 The proposed development on the southeast corner of Ray Road and McClintock Drive proposes 
new communication towers and supporting infrastructure. 
 The proposed development will remove three existing parking spaces.  
 The existing site includes 372 parking spaces. The proposed development would reduce available 
parking to 369 parking spaces. 
 Based on City of Chandler parking requirements, 386 parking spaces are required for the existing 
development to obtain an efficient parking capacity. However, when applying the Shared Parking 
methodology, the minimum required parking is 341 parking spaces. 
 The proposed 369 remaining parking spaces, after the removal of three spaces for the new 
communication towers, are anticipated to meet the parking needs of the site based on the shared 
parking reduction detailed in the City of Chandler Ordinance 35-1807. 
We appreciate the opportunity to prepare this study. Should you have any questions, please feel free to 
contact me by email at mgende@y2keng.com. 
Sincerely,  
 
 
  
Melissa Gende, PE, PTOE, RSP1  
Project Manager, Traffic Studies Lead   
 
 
Attachments

PSTC Parking Study – Chandler, Arizona  
June 2026 
 
 
 
 
 
 
 
 
 
 
 
 
ATTACHMENT A: RESPONSE TO COMMENTS

COMMENT RESPONSES
1st Review
Project:
26-020 PSTC Chandler Parking Study
Project Location
Southeast Corner of Ray Road and McClintock Drive
Agency
City of Chandler
Reviewed By
Taylor Manemann
Date
4/22/2026
Prepared by
Y2K Engineering
Date of Report
3/9/2026
Responses by
Melissa Gende
Date of Responses
5/6/2026
A = WILL COMPLY
B = CONSULTANT / APPLICANT TO EVALUATE
C = AGENCY TO EVALUATE
D = REVIEW TEAM RECOMMENDS NO FURTHER ACTION
No
Agency
Page #
Comment By
Comment
Disposition
Comment 
Addressed 
By
Response / Comment
1
COC
4
Taylor Manemann
For the purpose of the required parking, the Bowling Alley 
may use a 5.5/1000 parking calculation if it would result in 
less required parking. If parking at 4 spaces/lane provides 
less required parking then you can continue to use that 
ratio instead.
D
MG
Thank you! We used this and it reduced bowling 
alley parking required from 160 to 159 (28,820 sf) 
so we decided to leave the 160 since they were so 
close.
2
COC
4
Taylor Manemann
Provide additional justification for parking reduction 
through a shared parking evaluation based on time of use. 
Since there is already an existing deficiency and this 
reduction will be increasing that deficiency, additional 
justification is required. Please see zoning code section 35-
1807.d for reference.
A
MG
Parking Reduction Methodology and calculations 
added to report per section 35-1087 and Shared 
Parking Reduction Table provided in 35-1807d.
3
COC
5
Taylor Manemann
Clarify which parking spaces are being looked at to get to 
this provided number. Provide a plan clearly outlining 
these spaces
A
MG
Additional figure (Figure 3) added to provide 
clarity
Comment Responses
Page 1 of 1

PSTC Parking Study – Chandler, Arizona  
June 2026 
 
 
 
 
 
 
 
 
 
 
 
 
ATTACHMENT B: EXISTING BUILDING DIMENSIONS

Eddie Cook 
Maricopa County Assessor
Sketch Viewer: 301-64-875 | Page: 1
2/20/26, 10:52 AM
Maricopa County Assessor's Office - 30164875
https://mcassessor.maricopa.gov/sketch/30164875/view/1/
1/1

Eddie Cook
Maricopa County Assessor
Sketch Viewer: 301-64-876 | Page: 1
2/20/26, 10:50 AM
Maricopa County Assessor's Office - 30164876
https://mcassessor.maricopa.gov/sketch/30164876/view/1/
1/1

PSTC Parking Study – Chandler, Arizona  
June 2026 
 
 
 
 
 
 
 
 
 
 
 
 
ATTACHMENT C: SITE PLAN

T-1
TITLE SHEET
PROJECT DESCRIPTION 
APPLICABLE CODES
CONSULTANT TEAM 
SITE INFORMATION
VICINITY MAP
GENERAL NOTES
CONTRACTOR & CREWS SHALL ABIDE BY AT&T CONSTRUCTION STANDARDS/REQUIREMENTS AS DESCRIBED IN
THE AT&T SAFETY HANDBOOK.
OSHA REGULATIONS/STANDARDS SHALL BE REVIEWED & FOLLOWED BY ALL EQUIPMENT INSTALLERS AND
TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS DURING CONSTRUCTION.
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY ALL FAULTY, INFERIOR AND/OR
IMPROPER MATERIALS, DAMAGED GOODS, AND/OR FAULTY WORKMANSHIP FOR ONE (1) YEAR AFTER THE
PROJECT IS COMPLETE AND ACCEPTED UNDER THIS CONTRACT: UNLESS NOTED OTHERWISE IN THE
CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. (EXCEPTION) THE ROOFING SUBCONTRACTOR
SHALL FURNISH A MAINTENANCE AGREEMENT FOR ALL WORK DONE, COSIGNED BY THE GENERAL
CONTRACTOR, TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF TWO (2) YEARS
STARTING AFTER THE DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT, UNLESS OTHERWISE WRITTEN IN
THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR.
THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY OF THE OWNER'S EMPLOYEES,
WORKMEN, AND ALL TIMES DURING THE CONSTRUCTION OF THE PROJECT.
THE CONTRACTOR SHALL BE REQUIRED TO PAY FOR ALL NECESSARY PERMITS AND/OR FEES WITH RESPECT
TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BE THE OWNER
OR HIS REPRESENTATIVE. CONTRACTOR SHALL OBTAIN PERMIT AND MAKE FINAL PAYMENT FOR SAID
DOCUMENT.
AT&T GC TO VERIFY ALL MEASUREMENTS OF EXISTING CONDUITS FOR FIBER RUN AND ANY POWER RUNS.
DO NOT SCALE DRAWINGS
LATITUDE
LONGITUDE
PROPERTY OWNER:
JURISDICTION:
PROPOSED OCCUPANCY:
EXISTING ZONING:
APPLICANT:
PROPOSED LEASE AREA:
APN:
WIRELESS COMMUNICATIONS FACILITY
SITE TYPE:
CITY OF CHANDLER
TOWER TYPE:
ELECTRICAL PROVIDER:
SRP
SHEET INDEX
SHEET #
DESCRIPTION
T-1
TITLE SHEET
RFDS DATA SUMMARY
CLIENT REPRESENTATIVE
PUBLIC SAFETY TOWERS COMPANY
701 PALOMAR AIRPORT RD #160
CARLSBAD, CA 92011
CONTACT: SAM GUDINO
EMAIL: S.GUDINO@PSTCTOWERS.COM
PHONE: (760) 612-9949
PROJECT OWNER
AT&T MOBILITY
1355 W. UNIVERSITY DRIVE
MESA, AZ 85201
CONTACT: DR. ANIL CHERUVU
PHONE: (602) 625-3973
EMAIL: ac7856@ATT.COM
PROPERTY OWNER
COMMERCIAL RESOURCE INVESTORS III, LLC
3855 W. RAY ROAD, #3
CHANDLER, AZ 85226
A&E CONSULTANT TEAM
YOUNG DESIGN CORP, LLC.
10245 E. VIA LINDA
SCOTTSDALE, AZ 85258
CONTACT: MATT YOUNG
PHONE: (480) 451-9608
EMAIL: MATT.YOUNG@YDCOFFICE.COM
CONTACT: CHRISTIAN JESPERSON
PHONE: (480) 235-2729
EMAIL: CHRISTIAN.JESPERSON@YDCOFFICE.COM
TOWER OWNER
PUBLIC SAFETY TOWERS COMPANY
701 PALOMAR AIRPORT RD #160
CARLSBAD, CA 92011
CONTACT: SAM GUDINO
PHONE: (760) 612-9949
EMAIL: S.GUDINO@PSTCTOWERS.COM
EXISTING OCCUPANCY:
DESIGN PACKAGE BASED ON RF DATA SHEET
RFDS NAME: GOODAZ-0284_RFDS_Prelim_2026-04-24.pdf
RFDS ID: RFDS-24510
VERSION: 1.0
RFDS DATE: 14/03/2024 UPDATED BY ac7856 ON 24/04/2026
SUMMARY OF EQUIPMENT:
NUMBER OF SECTORS: . . . . . . . . . . . . . . 
3
NUMBER OF ANTENNAS: . . . . . . . . . . . . .
9
NUMBER OF RRH'S: . . . . . . . . . . . . . . .
9
NUMBER OF FIBER OPTIC CABLES (JUMPERS) . .
1
NUMBER OF FIBER/DC SQUIDS: . . . . . . . . .
2
NUMBER OF FIBER TRUNK CABLES . . . . . . .
2
NUMBER OF DC TRUNK CABLES . . . . . . . . .
4
EXISTING ELEVATION:
DIRECTIONS:
UNMANNED TELECOMMUNICATIONS FACILITY
CONSTRUCTION TYPE:
V-B
PUBLIC SAFETY TOWERS COMPANY
701 PALOMAR AIRPORT RD #160
CARLSBAD, CA 92011
CONTACT: SAM GUDINO
PHONE: (760) 612-9949
EMAIL: S.GUDINO@PSTCTOWERS.COM
MONOBROADLEAF
THESE PLANS HAVE BEEN DEVELOPED FOR A NEW TELECOMMUNICATIONS FACILITY OWNED OR LEASED BY
AT&T IN ACCORDANCE WITH THE SCOPE OF WORK PROVIDED BY AT&T.
UNMANNED TELECOMMUNICATIONS FACILITY
A
SHEET NUMBER
PROFESSIONAL SEAL
SHEET TITLE
701 PALOMAR AIRPORT RD #160
CARLSBAD, CA 92011
YDC PROJECT NUMBER
AT&T
PRELIMINARY
DRAWINGS
FOR ZONING ONLY
YDC-11352
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY AND CONFIDENTIAL TO AT&T WIRELESS. ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO AT&T WIRELESS IS STRICTLY PROHIBITED.
CMJ
LEASE
6/9/2025
MAY
EXHIBIT
NEW BUILD
GOODAZ-0284
MCCLINTOCK
AZL01562 / 15458390
503892
3875 W. RAY ROAD
CHANDLER, AZ 85226
MARICOPA COUNTY
PROJECT:
PTSC SITE NO.:
SITE NAME:
AT&T SITE ID / FA:
USID:
ADDRESS:
COUNTY:
B
CMJ
90% PRELIMINARY
7/23/2025
MAY
ZD'S
C
CMJ
90% REVISED 
8/21/2025
MAY
PRELIMINARY ZD'S
1355 W. UNIVERSITY DRIVE
MESA, AZ 85201
D
CMJ
FINAL
5/1/2026
MAY
ZONING DRAWINGS
A-4
NEW ELEVATIONS
COMMERCIAL RESOURCE
INVESTORS III, LLC
3855 W. RAY RD, #3
CHANDLER, AZ 85226
-111.909554°
33.319277°
33° 19' 09.396" N
111° 54' 34.393" W
PAD
±1179.5'
301-64-876
DEPARTING FROM AT&T OFFICE: 1355 WEST UNIVERSITY DRIVE, MESA, AZ
85201-5419: GET ON AZ-101 LOOP S IN TEMPE FROM W. UNIVERSITY DR.
FOLLOW AZ-101 LOOP S TO N. PRICE RD IN CHANDLER. TAKE EXIT 59 FROM
AZ-101 LOOP S. TAKE W. RAY RD TO YOUR DESTINATION.
N
SITE
A-1.0
UTILITY SITE PLAN
FIBER PROVIDER:
COX
GROUND SCOPE
INSTALL A NEW UL LISTED WALK-UP CABINET (W.U.C.) & BACK-UP GENERATOR SUPPORTED BY CONCRETE
SLABS WITHIN A NEW CMU WALLED COMPOUND TO INCLUDE THE FOLLOWING:
·
(1) NEW [CEQ.54298] VERTIV, F2020030,,,, UL LISTED VERTIV WUC 3-BAY WALK-UP CABINET (W.U.C.) - ON
NEW CONCRETE SLAB
·
(1) NEW [NEQ.20574] POLAR POWER, INC. 8220-100-D-20-03-V,,,,48 VDC; 20KW; DC GENERATOR; HORIZONTAL
ENCLOSURE W/ 54 GALLON FUEL TANK WITH OPV ON NEW CONCRETE SLAB
·
(1) NEW GPS ANTENNA MOUNTED TO WUC PIPE
·
(6) NEW U.G. 4" PVC CONDUIT RUNS FROM WUC SPD BOX TO TOWER
·
(2) NEW AT&T SCHD 40 PVC 2" Ø U.G. CONDUIT W/ (3) 1.25 Ø INNERDUCTS FROM CARRIER FIBER VAULT TO
WUC
·
(2) 2" CONDUITS W/ (2) 4/0s PER CONDUIT FOR WIRING & (1) 1" CONDUIT W/ (3) CAT6s FOR GENERATOR
ALARM
·
NEW VERTIV DC50 SPD MOUNTED TO WUC
·
NEW 600AMP METER SERVICE W/ 200AMP METER SOCKET FOR AT&T
·
NEW U.G. CONDUITS FOR ELECTRICAL SERVICE
·
NEW FIBER SITE VAULT
·
NEW GROUND RING
TOWER SCOPE
BY AT&T:
·
NEW 65'-0" AT&T MONOBROADLEAF TOWER (70' OVERALL HEIGHT)
·
(1) NEW AT&T APPROVED ANTENNA MOUNTS
·
(3) NEW COMMSCOPE NNHH-65C-R4 ANTENNAS, (1) PER SECTOR
·
(3) NEW ERICSSON AIR 6472 B77G / B77M ANTENNAS, (1) PER SECTOR
·
(3) NEW COMMSCOPE NNH4-65C-R6-V4 ANTENNAS, (1) PER SECTOR
·
(3) NEW ERICSSON 4478 B12A, (1) PER SECTOR
·
(3) NEW ERICSSON 4890 B25/B66, (1) PER SECTOR
·
(3) NEW ERICSSON 4494 B14/B29, (1) PER SECTOR
·
(2) 24-PAIR FIBER 36SM TRUNK CABLES, (1) PER SQUID
·
(4) #6 AWG DC PWRT-606-S POWER TRUNK CABLES, (2) PER SQUID
·
(2) NEW RAYCAP DC9-48-60-24-8C-EV DC SQUIDS
ELECTRICAL SCOPE
·
(1) 15A BREAKERS FOR SIAD
·
(2) 20A BREAKER FOR GEN 3 / GEN 4 BBU
·
(3) 25A BREAKERS FOR B12A RRHS
·
(3) 40A BREAKERS FOR INTEGRATED RADIOS
·
(3) 50A BREAKERS FOR B14/B29 RRHS
·
(3) 50A BREAKERS FOR B25/B66 RRHS
·
(2) 60A BREAKERS FOR FUSE PANEL
·
INSTALL (8) NEW MARATHON M12V180FTX BATTERIES
·
WUC CABINET HAS NO HVAC. 6KW 512 DC PLANT W/ DC-POWERED HEAT EXCHANGERS ARE INSTALLED IN
EACH BAY
·
EMERSON 7100 -48VDC POWER PLANT OUTFITTED WITH (10) HE 2kW -48VDC RECTIFIERS, 58VDC
CONVERTERS
NEW ENLARGED COMPOUND PLAN
A-2
NEW BUILD
GOODAZ-0284
MCCLINTOCK
AZL01562 / 15458390
503892
3875 W. RAY ROAD
CHANDLER, AZ 85226
IWM JOB #1: WSANM0039718 (PARENT)
IWM JOB #2: WSANM0039653
IWM JOB #3: WSANM0039803
IWM JOB #4: WSANM0039781
IWM JOB #5: WSANM0039740
IWM JOB #6: WSANM0039700
IWM JOB #7: WSANM0039654
IWM JOB #8: WSANM0039628
IWM JOB #9: WSANM0039627
PROJECT:
PTSC SITE NO.:
SITE NAME:
AT&T SITE ID / FA:
USID:
ADDRESS:
DRIVING DIRECTIONS
JURISDICTIONAL APPROVAL
APPROVALS
AT&T (RF):
DATE:
AT&T (CONST.):
DATE:
AT&T (S.A.):
DATE:
LANDLORD:
DATE:
W. RAY ROAD
N. MCCLINTOCK DRIVE
SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL,
STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING
JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED
CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL
GOVERN THE DESIGN.
1.
BUILDING CODE: INTERNATIONAL BUILDING CODE 2024
2.
ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2023
3.
LIGHTNING PROTECTION CODE: NFPA 780-2017, LIGHTNING PROTECTION
CODE
4.
EIA/TIA 222G
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS
REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER
REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN.
WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A
SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN.
CALL 811 or (800) 782-5348
WWW.ARIZONA811.COM
CONTRACTOR TO CALL TO VERIFY
UTILITIES AT LEAST TWO WORKING
DAYS PRIOR TO DIGGING
ZONA
AR
BLUE STAKE,  INC.
R
N. WINDMILLS
BOULEVARD
756.42 SQ FT. (PSTC LEASE AREA)
ANTENNA LAYOUT & DETAILS
A-3
LS-1
SURVEY BOUNDARY
LS-2
SURVEY DETAIL
A-3.1
EXISTING ELEVATIONS

S
LOT "1"
LOT "2"
LOT "3"
LOT "4"
LOT "5"
WEST RAY ROAD
(65' RIGHT-OF-WAY)
NORTH MCCLINTOK DRIVE
(55' RIGHT-OF-WAY)
55.00' R/W
(ASSESSOR)
65.00' R/W
(ASSESSOR)
ET
UGE
UGE
UGE
UGE
UGE
UGE
FO
FO
FO
FO
FO
FO
FO
FO
FO
T
T
G
G
G
G
G
G
G
G
H
Y
D
E
CB
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
FND
BCFL
FND
BCFL
FND
PK/WASH
FND
PK/WASH
FND
PK/WASH
PARCEL
LINE
(OTHER)
PARCEL
LINE
(OTHER)
PARCEL
LINE
(OTHER)
PARCEL
LINE
(OTHER)
PARCEL
LINE
(OTHER)
PARCEL
LINE
PARCEL
LINE
PARCEL
LINE
PARCEL
LINE
8' PUE
(E) ELECTRCAL
EASEMENT
4.2
(E) ELECTRCAL
EASEMENT
4.3
(E) ELECTRCAL
EASEMENT
4.3
(E) ELECTRCAL
EASEMENT
4.3
(E) ELECTRCAL
EASEMENT
4.3
1.
ALL TITLE INFORMATION IS BASED UPON A COMMITMENT FOR TITLE
INSURANCE PREPARED U.S. TITLE SOLUTIONS, ORDER NO.: UST81269
EFFECTIVE DATE: 09/23/2025.
2.
SURVEYOR HAS NOT PERFORMED A SEARCH OF PUBLIC RECORDS TO
DETERMINE ANY DEFECT IN TITLE.
3.
THE BOUNDARY SHOWN HEREON IS PLOTTED FROM RECORD
INFORMATION AND DOES NOT CONSTITUTE A BOUNDARY SURVEY OF
THE PROPERTY.
4.
SURVEYOR DOES NOT GUARANTEE THAT ALL UTILITIES ARE SHOWN OR
THEIR LOCATIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND
DEVELOPER TO CONTACT BLUE STAKE AND ANY OTHER INVOLVED
AGENCIES TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
REMOVAL, RELOCATION AND/ OR REPLACEMENT IS THE RESPONSIBILITY
OF THE CONTRACTOR.
PRELIMINARY
R
O
Y
E
V
R
D
a
t
e
S
i
g
n
e
d
.
O
N
E
T
A
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I
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R
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C
U
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D
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A
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44007
RYAN L.
FIDLER
.
A
.
.
U
,
A
N
S
Z
I
A
R
O
SURVEYOR NOTES
0
07/11/25
PRELIMINARY
SHEET NO.
REVISION:
REVISIONS
PROJECT No.
SITE NAME:
SITE ADDRESS:
SHEET TITLE:
FIELD BY:
DRAWN BY:
CHECKED BY:
NO.
DATE
DESCRIPTION
REUSE OF DOCUMENT
THE IDEAS & DESIGN INCORPORATED HEREON, AS  AN
INSTRUMENT OF PROFESSIONAL SERVICE, IS THE
PROPERTY OF RLF CONSULTING, LLC & IS NOT TO BE
USED FOR ANY OTHER PROJECT WITHOUT WRITTEN
AUTHORIZATION OF RLF CONSULTING, LLC.
TG
JMM
RLF
2500544
GOODAZ0284
3875 W. RAY RD.
CHANDLER, AZ 85226
SURVEY BOUNDARY
LS-1
jsultzbach@com-serv.com
jsultzbach@com-serv.com
NORTH
THE PROPOSED LEASE PREMISES SHOWN HEREON APPEAR TO BE WITHIN FLOOD
ZONE "X" AS DELINEATED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY
FIRM MAP NO. 04013C2710L DATED 10/16/2013.
FLOOD ZONE "X" IS DEFINED AS: AREAS DETERMINED TO BE OUTSIDE 500-YEAR
FLOODPLAIN; DETERMINED TO BE OUTSIDE THE 1% AND 0.2% ANNUAL CHANCE
FLOODPLAINS.
FLOOD ZONE DESIGNATION
10245
architecture       / 
E. Via Linda,
 Scottsdale, AZ 85258
    project management
fax: 480 451 9608
ph: 480 451 9609
 corp@ydcoffice.com
e mail:
SURVEY DETAIL
SHEET LS-2
S. RURAL  RD
E. WARNER RD.
E. RAY RD
E. CHANDLER BLVD.
E. MCCLINTOCK  RD.
1.
ELEVATIONS SHOWN HEREON ARE REPRESENTED IN NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD88) ESTABLISHED FROM
GPS DERIVED ELLIPSOID HEIGHTS, APPLYING GEOID 18B SEPARATIONS
CONSTRAINING TO NGS CORS STATIONS PROVIDED IN THE "ONLINE
POSITIONING USER SERVICE" (OPUS) SOLUTION FOR THIS SPECIFIC
SITE.
2.
BEARINGS SHOWED HEREON ARE BASED UPON U.S. STATE PLANE
NAD83 COORDINATE SYSTEM ARIZONA STATE PLANE COORDINATE
ZONE CENTRAL, DETERMINED BY GPS OBSERVATIONS.
3.
FIELD WORK FOR THIS PROJECT WAS PERFORMED ON 07/02/25.
PROJECT META DATA
LOT 4, RAY & MCCLINTOCK PLAZA, ACCORDING TO BOOK 327 OF MAPS, PAGE 42,
RECORDS OF MARICOPA COUNTY, ARIZONA.
LESSOR'S LEGAL DESCRIPTION
1
09/26/25
TITLE REVIEW
4.1 
EASEMENT BY COMMERCIAL RESOURCE INVESTORS III, L.L.C., AN 
ARIZONA LIMITED LIABILITY COMPANY TO TUTOR SOUTH TEMPE GROUP,
LLC, AN ARIZONA LIMITED LIABILITY COMPANY, DATED APRIL 23, 2007,
RECORDED APRIL 24, 2007, IN INSTRUMENT NO: 2007-0475189.
NOTES: SEWER
SCHEDULE B EXCEPTIONS
   
ITEMS 1 THRU 3, 4.4 - 4.10, 5.1 - 6.2 OF THE CLIENT PROVIDED TITLE
REPORT DO NOT CONTAIN GRAPHICALLY PLOTTABLE EASEMENTS,
SETBACKS, RESTRICTIONS OR OTHER ENCUMBRANCES. THE SURVEYOR
CANNOT GUARANTEE THAT NON-PLOTTABLE ENCUMBRANCES DO NOT
EXIST THAT MAY AFFECT THE SUBJECT LEASED PREMISES.
4.2 
EASEMENT BY RAY & MCCLINTOCK ASSOCIATES LIMITED PARTNERSHIP,
AN ARIZONA LIMITED PARTNERSHIP TO SALT RIVER PROJECT 
AGRICULTURAL IMPROVEMENT AND POWER DISTRICT, A
POLITICAL SUBDIVISION OF THE STATE OF ARIZONA, DATED FEBRUARY
14, 1994, RECORDED MARCH 01, 1994, IN INSTRUMENT NO: 94-0170395.
NOTES: UNDERGROUND ELECTRICAL
4.3 
EASEMENT BY RAY & MCCLINTOCK ASSOCIATES LIMITED PARTNERSHIP,
AN ARIZONA LIMITED PARTNERSHIP TO SALT RIVER PROJECT 
AGRICULTURAL IMPROVEMENT AND POWER DISTRICT, A
POLITICAL SUBDIVISION OF THE STATE OF ARIZONA, ITS SUCCESSORS
AND ASSIGNS, DATED JUNE 13, 1991, RECORDED JUNE 21, 1991, IN 
INSTRUMENT NO: 91-286026.
NOTES: UNDERGROUND ELECTRICAL CONDUIT

PROPOSED TOWER
CENTER OF GEODETIC COORDINATES
LAT.= 33° 19' 09.396" NORTH
33.319277 NORTH
LON.= 111° 54' 34.393" WEST
111.909554 WEST
ELEV. @ GROUND =1179.5'
S
    1179.1 PV
    1178.6 PV
    1178.5 PV
    1178.3 PV
    1178.2 PV
    1179.4 PV
    1179.2 PV
    1178.9 PV
    1178.9 PV
    1179.1 PV
    1179.1 PV
    1179.4 PV
    1180.4 PV
    1180.2 PV
    1180.1 PV
    1180.3 PV
    1180.9 TBC
    1181.0 TBC
    1179.9 TBC
    1179.8 TBC
    1179.6 TBC
    1179.4 TBC
    1179.6 TBC
    1179.8 TBC
    1180.8 TBC
    1180.9 TBC
    1180.1 TBC
    1180.4 TBC
    1180.5 TBC
    1180.4 TBC
    1179.9 TBC
    1180.9 TBC
    1180.0 TBC
    1179.9 TBC
    1179.9 TBC
    1179.8 TBC
    1179.8 TBC
    1179.9 TBC
    1180.8 TBC
    1179.8 PV
(E)
BUILDING
(E)
BUILDING
(E)
PARKING
LOT
G
G
G
G
G
PARCEL
LINE
PARCEL
LINE
PARCEL
LINE
PARCEL
LINE
(OTHER)
(E) GATE
(E) BACK
OF CURB
(E) FACE
OF CURB
(E) 15' SEWER
EASEMENT
4.1
LEGEND
PK/WASHER
BRASS CAP FLUSH
ELECTRICAL PULL BOX
E
LIGHT POST
SANITARY SEWER MANHOLE
DRY WELL
S
PROPERTY LINE
PROPERTY LINE (OTHER)
CENTERLINE
SPOT ELEVATION
    5280.00 NG
PRELIMINARY
R
O
Y
E
V
R
D
a
t
e
S
i
g
n
e
d
.
O
N
E
T
A
C
I
F
I
T
R
E
C
U
S
D
N
A
L
D
E
R
E
T
S
I
G
E
R
44007
RYAN L.
FIDLER
.
A
.
.
U
,
A
N
S
Z
I
A
R
O
0
07/11/25
PRELIMINARY
SHEET NO.
REVISION:
REVISIONS
PROJECT No.
SITE NAME:
SITE ADDRESS:
SHEET TITLE:
FIELD BY:
DRAWN BY:
CHECKED BY:
NO.
DATE
DESCRIPTION
REUSE OF DOCUMENT
THE IDEAS & DESIGN INCORPORATED HEREON, AS  AN
INSTRUMENT OF PROFESSIONAL SERVICE, IS THE
PROPERTY OF RLF CONSULTING, LLC & IS NOT TO BE
USED FOR ANY OTHER PROJECT WITHOUT WRITTEN
AUTHORIZATION OF RLF CONSULTING, LLC.
TG
JMM
RLF
2500544
GOODAZ0284
3875 W. RAY RD.
CHANDLER, AZ 85226
SURVEY DETAIL
LS-2
jsultzbach@com-serv.com
jsultzbach@com-serv.com
NORTH
10245
architecture       / 
E. Via Linda,
 Scottsdale, AZ 85258
    project management
fax: 480 451 9608
ph: 480 451 9609
 corp@ydcoffice.com
e mail:
1
09/26/25
TITLE REVIEW

RAY ROAD
N88° 48' 28"E
655.46'
S88° 48' 28"W
212.70'
EXISTING 21'-0"
HIGH BUILDING
LOT 3
ZONING: PAD
LOT 2
ZONING: PAD
LOT 5
ZONING: PAD
EXISTING
PARKING LOT
EXISTING
PARKING LOT
FND PK / WASH
PROPERTY LINE
ADJACENT
PROPERTY LINE
VERTIV DC SPD
FIBER BOX
PTLC
150 LBS
PROPOSED PSTC 12'
WIDE ACCESS /
UTILITY EASEMENT
EXISTING
BUILDING
LOT 4
ZONING: PAD
65'-0" R.O.W.
ASSESSOR
FND PK / WASH
FND PK / WASH
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
32'-8"
SETBACK
357'-4" SETBACK
379'-9" SETBACK
PROPOSED PSTC 9' CMU
WALLED EQUIPMENT
COMPOUND SURROUNDING
PROPOSED AT&T EQUIPMENT
& MONOBROADLEAF TOWER
40'-8"
SETBACK
(P) U.G. ELEC. CONDUIT &
CONDUCTORS FROM (E)
POWER SOURCE TO (N)
TRANSFORMER, ±659'-2"
(P) U.G. FIBER CONDUIT
FROM FIBER SOURCE TO
PROPOSED AT&T 3-BAY
WUC CABINET, ±632'-0"
EXISTING SRP
TRANSFORMER
#P0402 426683
POWER P.O.C.
EXISTING COX PEDESTAL
(POTENTIAL FIBER P.O.C.)
PROVIDE A TRAFFIC-RATED
JUNCTION BOX FOR FIBER
PROVIDE A TRAFFIC-RATED
JUNCTION BOX FOR POWER
PROPOSED AT&T ANTENNA ARRAY
ON PROPOSED PSTC 65'
MONOBROADLEAF, (70' O.H.) INSIDE
PSTC COMPOUND, SEE A-3 SHEET
FOR CONFIGURATION
EXISTING PARKING LOT LIGHT
POLE, TO BE REMOVED, LED LIGHT
TO BE RELOCATED TO
MONOBROADLEAF TRUNK AT
EXISTING HEIGHT
A-1.0
UTILITY SITE PLAN
A
SHEET NUMBER
PROFESSIONAL SEAL
SHEET TITLE
701 PALOMAR AIRPORT RD #160
CARLSBAD, CA 92011
YDC PROJECT NUMBER
AT&T
PRELIMINARY
DRAWINGS
FOR ZONING ONLY
YDC-11352
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY AND CONFIDENTIAL TO AT&T WIRELESS. ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO AT&T WIRELESS IS STRICTLY PROHIBITED.
CMJ
LEASE
6/9/2025
MAY
EXHIBIT
NEW BUILD
GOODAZ-0284
MCCLINTOCK
AZL01562 / 15458390
503892
3875 W. RAY ROAD
CHANDLER, AZ 85226
MARICOPA COUNTY
PROJECT:
PTSC SITE NO.:
SITE NAME:
AT&T SITE ID / FA:
USID:
ADDRESS:
COUNTY:
B
CMJ
90% PRELIMINARY
7/23/2025
MAY
ZD'S
C
CMJ
90% REVISED 
8/21/2025
MAY
PRELIMINARY ZD'S
1355 W. UNIVERSITY DRIVE
MESA, AZ 85201
D
CMJ
FINAL
5/1/2026
MAY
ZONING DRAWINGS
1
OVERALL SITE PLAN
SIGNS
1.
INSTALL ADDRESS PLACARD NEAR ENTRANCE GATE OF EQUIPMENT AREA
(OR FACING STREET OF ASSOCIATED ADDRESS).
LIGHTING
1.
ADDITIONAL LIGHTING WILL BE INSTALLED IF REQUIRED BY MUNICIPALITY
FOR  SECURITY PURPOSES.
2.
ALL LIGHTING IS TO BE INSTALLED NO HIGHER THAN 8'-0", (UNLESS
REQUIRED OTHERWISE BY INDIVIDUAL MUNICIPALITY).
3.
ALL LIGHTING WILL BE THAT OF "FULL CUT OFF LENSES".
COMPLIANCE
1.
ADA COMPLIANCE: FACILITY IS NOT STAFFED AND NOT NORMALLY
OCCUPIED.
2.
CONTRACTOR IS RESPONSIBLE FOR ERECTING TEMPORARY BARRICADES
AND/OR  FENCING TO PROTECT THE SAFETY OF THE PUBLIC DURING
CONSTRUCTION.
3.
THE ANTENNAS SHALL NOT INTERFERE WITH ANY EXISTING
COMMUNICATION  SITES.
4.
DEVELOPMENT AND USE OF THIS SITE WILL CONFORM TO ALL APPLICABLE
CODES AND ORDINANCES.
5.
ALL ITEMS ON THIS DRAWING ARE EXISTING UNLESS OTHERWISE NOTED.
NOTES
1.
SITE PLAN RENDERING DERIVED FROM DETAILS PROVIDED FROM
ASSESSORS  MAP & SITE AUDIT.
2.
REFER TO AT&T SPECIFICATIONS FOR ADDITIONAL CARRIER
INFORMATION/DETAILS.
3. 
G.C. TO VERIFY EXISTING FIELD CONDITIONS AND DIMENSIONS PRIOR TO
CONSTRUCTION
4. 
G.C. TO BRING ALL EXISTING AND NEW EQUIPMENT INTO COMPLIANCE WITH
GOVERNING CODES.
5. 
G.C. TO RE-COLORCODE ALL EXISTING AND NEW AT&T COAX TO CURRENT
AT&T STANDARDS.
2
GENERAL SITE NOTES
N.T.S.
N
1
A-2
20'
10'
0"
20'
22"x34" SCALE: 1" = 20'-0"
11"x17" SCALE: 1" = 40'-0"
ABBREVIATIONS:
(E) - EXISTING
(N) - NEW
(F) - FUTURE
BLUE STAKE ELECTRIC
BLUE STAKE TELCO
PROPERTY LINE
TELCO MANHOLE
ELECTRIC MANHOLE
POWER POLE
FIRE HYDRANT
PUE
PUBLIC UTILITY EASEMENT
ROW
RIGHT OF WAY
BLUE STAKE WATER
BLUE STAKE GAS
LEGEND
SYMBOLS:
CONTOUR LINE
APN: 301-64-876
ZONE: PAD
OWNER: COMMERCIAL
RESOURCE INVESTORS III, LLC
SETBACK FROM CENTERLINE OF MONOBROADLEAF
TOWER TO NEAREST PROPERTY LINE
SOUTHERLY:
357'-4"
EASTERLY:
NORTHERLY:
32'-8"
379'-9"
WESTERLY:
40'-8"
YOUNG DESIGN CORP. DOES NOT GUARANTEE THAT ALL UTILITIES ARE SHOWN OR
THEIR LOCATIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND
DEVELOPER TO CONTACT BLUE STAKE AND ANY OTHER INVOLVED AGENCIES TO
LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. REMOVAL, RELOCATION AND/OR
REPLACEMENT IS THE RESPONSIBILITY OF THE CONTRACTOR.

7'-4"
5'-4"
10'-0"
3'-8"
2'-6" MIN.
10'-8" PROPOSED PSTC
CMU SCREEN WALL
15'-5" PROPOSED PSTC
CMU SCREEN WALL
14'-9" PROPOSED PSTC CMU SCREEN WALL
VERTIV DC SPD
FIBER BOX
PTLC
150 LBS
4'-0"
SLAB
3'-10"
4'-0"
SLAB
6'-0" SLAB
3'-9"
5'-0"
5'-0"
5'-3"
14'-0"
PROPOSED AT&T PTLC
AC PANEL W/ CAMLOK
MOUNTED TO WUC
PROPOSED NEQ.20574 POLAR
POWER, INC. 8220-100-D-20-03-V,,,,48
VDC; 20KW; DC GENERATOR;
HORIZONTAL ENCLOSURE W/ 54
GALLON FUEL TANK WITH OPV ON
PROPOSED CONCRETE SLAB, SEE
DETAIL 2 ON SHEET D-3
PROPOSED AT&T GPS
ANTENNA MOUNTED TO
PIPE MOUNT ON WUC, SEE
DETAIL 1 ON SHEET D-8
PROPOSED PSTC 12' WIDE
ACCESS / UTILITY EASEMENT
PROPERTY LINE
EXISTING MEDIAN TO BE
REMOVED AND REPLACED WITH
PROPOSED COMPOUND
SURROUNDED BY A CONCRETE
CURB / LANDSCAPE /
HARDSCAPE MEDIAN
PROPOSED PARKING BUFFER
LANDSCAPE MEDIAN, BOULDERS
AND LANDLORD APPROVED
VEGETATION TO SOFTEN &
PROTECT COMPOUND
EXISTING TRASH
ENCLOSURE BY OTHERS, TO
REMAIN UNCHANGED
EXISTING
PARKING LOT
EXISTING
MEDIAN
ZONING:
PAD
PROPERTY LINE
34'-7" PROPOSED PSTC LEASE AREA
13'-1" PROPOSED PSTC LEASE AREA
38'-2" PROPOSED PSTC LEASE AREA
31'-10" PROPOSED PSTC LEASE AREA / ACCESS & UTILITY EASEMENT
(P) U.G. ELEC. CONDUIT & CONDUCTORS FROM (E)
POWER SOURCE TO (N) TRANSFORMER, ±659'-2"
(P) U.G. FIBER CONDUIT FROM FIBER SOURCE TO
PROPOSED AT&T 3-BAY WUC CABINET, ±632'-0"
(P) U.G. ELEC. CONDUIT &
CONDUCTORS FROM (P) AT&T
METER TO EQUIP. LOCATION, ±12'-1"
PROPOSED PSTC 9' HIGH CMU SCREEN WALL,
COLOR / TEXTURE TO MATCH EXISTING BUILDING
TO SOUTH, W/ PAINTED STUCCO ON TOP,
BOTTOM TO BE DECORATIVE ROCK
APPROXIMATE LOCATION OF EXISTING PARKING
LOT LIGHT POLE, TO BE REMOVED, LUMINAIRE /
FIXTURE TO BE RELOCATED TO PROPOSED
MONOBROADLEAF TRUNK AT EXISTING HEIGHT
PROPOSED PSTC 120/240V 1Ø 3-WIRE,
4-CLIP 200AMP METER & DISCONENCT ON
WALL-MOUNTED UNISTRUT TO BE
UTILIZED BY AT&T FOR POWER
4'-8"
5'-4"
5'-5"
PROPOSED PSTC T.S. ACCESS
GATE W/ PAINTED SOLID METAL
BACKING, COLOR TO MATCH
ADJACENT WALLS
PROPOSED PSTC T.S.
ACCESS GATE W/ PAINTED
SOLID METAL BACKING,
COLOR TO MATCH WALL
(N) PAD MOUNTED
TRANSFORMER ON
CONCRETE PAD
PROPOSED PSTC U.G. 3"Ø
CONDUIT FOR POWER
BETWEEN NEW PAD
MOUNTED TRANSFORMER &
200AMP METER / DISCONNECT
PROVIDE A 4AB APPROVED
FIRE EXTINGUISHER ON
INSIDE OF COMPOUND
PROPOSED AT&T [CEQ.54298] VERTIV,
F2020030,,,, VERTIV WUC 3-BAY
CABINET W/ 6KW HEX 512DC PLANT,
DC HEATERS, (ALL OCCURRENCES),
MOUNTED TO CONCRETE SLAB, SEE
DETAIL 1 ON SHEET D-3
PROPOSED AT&T ANTENNA ARRAY
MOUNTED TO APPROVED MOUNTS
ON PROPOSED PSTC 65' (70' O.H.)
MONOBROADLEAF TREE, SEE A-3
SHEET FOR CONFIGURATION
9'-0" SLAB
4'-1"
3'-10"
PROPOSED AT&T SPD DC50
MOUNTED TO SIDE OF WUC,
SEE DETAIL 2 ON SHEET D-8
FOR MORE DETAILS
1'-4"
A-2
ENLARGED COMPOUND
SITE PLAN
A
SHEET NUMBER
PROFESSIONAL SEAL
SHEET TITLE
701 PALOMAR AIRPORT RD #160
CARLSBAD, CA 92011
YDC PROJECT NUMBER
AT&T
PRELIMINARY
DRAWINGS
FOR ZONING ONLY
YDC-11352
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY AND CONFIDENTIAL TO AT&T WIRELESS. ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO AT&T WIRELESS IS STRICTLY PROHIBITED.
CMJ
LEASE
6/9/2025
MAY
EXHIBIT
NEW BUILD
GOODAZ-0284
MCCLINTOCK
AZL01562 / 15458390
503892
3875 W. RAY ROAD
CHANDLER, AZ 85226
MARICOPA COUNTY
PROJECT:
PTSC SITE NO.:
SITE NAME:
AT&T SITE ID / FA:
USID:
ADDRESS:
COUNTY:
B
CMJ
90% PRELIMINARY
7/23/2025
MAY
ZD'S
C
CMJ
90% REVISED 
8/21/2025
MAY
PRELIMINARY ZD'S
1355 W. UNIVERSITY DRIVE
MESA, AZ 85201
D
CMJ
FINAL
5/1/2026
MAY
ZONING DRAWINGS
1
ENLARGED COMPOUND SITE PLAN
N
4'
3'
2'
1'
0"
4'
22"x34" SCALE: 1/4" = 1'-0"
11"x17" SCALE: 1/8" = 1'-0"
APN: 301-64-876
ZONING: PAD
OWNER: COMMERCIAL RESOURCE
INVESTORS III, LLC

A-3
ANTENNA LAYOUT &
DETAILS
N
A
SHEET NUMBER
PROFESSIONAL SEAL
SHEET TITLE
701 PALOMAR AIRPORT RD #160
CARLSBAD, CA 92011
YDC PROJECT NUMBER
AT&T
YDC-11352
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY AND CONFIDENTIAL TO AT&T WIRELESS. ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO AT&T WIRELESS IS STRICTLY PROHIBITED.
CMJ
LEASE
6/9/2025
MAY
EXHIBIT
NEW BUILD
GOODAZ-0284
MCCLINTOCK
AZL01562 / 15458390
503892
3875 W. RAY ROAD
CHANDLER, AZ 85226
MARICOPA COUNTY
PROJECT:
PTSC SITE NO.:
SITE NAME:
AT&T SITE ID / FA:
USID:
ADDRESS:
COUNTY:
B
CMJ
90% PRELIMINARY
7/23/2025
MAY
ZD'S
C
CMJ
90% REVISED 
8/21/2025
MAY
PRELIMINARY ZD'S
1355 W. UNIVERSITY DRIVE
MESA, AZ 85201
D
CMJ
FINAL
5/1/2026
MAY
ZONING DRAWINGS
1
ANTENNA CONFIGURATION TABLE
N.T.S.
3
BACK TO BACK MOUNT DETAIL
N.T.S.
4
N.T.S.
2
ANTENNA LAYOUT
N.T.S.
ANTENNA DETAILS
AZIMUTH
RAD CENTER
TECHNOLOGY
TMA
SECTOR A
SECTOR B
SECTOR C
RRH
NEW ANTENNA CONFIGURATION TABLE
ANTENNA
POSITION
(# OR N/A)
1
FEEDER LENGTH
ANTENNA
ANTENNA
AZIMUTH
RAD CENTER
TECHNOLOGY
TMA
RRH
FEEDER LENGTH
AZIMUTH
RAD CENTER
TECHNOLOGY
TMA
RRH
FEEDER LENGTH
-
-
240°
61'-0"
-
±61FT FIBER
(N) COMMSCOPE
NNHH-65C-R4
99.2lbs (96"x19.61"x7.8")
0°
61'-0"
±61FT FIBER
ERICSSON 4478 B12A
2
-
3
-
-
120°
240°
-
±61FT FIBER
LTE
0°
±61FT FIBER
±61FT FIBER
ERICSSON 4890 B25/B66
ERICSSON 4494 B14/B29
-
240°
-
±63FT FIBER
(N) ERICSSON
AIR 6472 B77G / B77M
92.6lbs (36.3"x15.8"x7.4")
5G
0°
(4) DC TRUNKS
(PWRT-606-S)
(2) FIBER TRUNK
(RFFT-36SM-001-30M)
(4) DC TRUNKS
(PWRT-606-S)
(2) FIBER TRUNK
(RFFT-36SM-001-30M)
(4) DC TRUNKS
(PWRT-606-S)
(2) FIBER TRUNK
(RFFT-36SM-001-30M)
LTE, 5G
LTE
LTE
-
120°
±61FT FIBER
-
120°
(N) COMMSCOPE
NNH4-65C-R6-V3
91.7lbs (96"x19.6"x7.8")
ERICSSON 4478 B12A
ERICSSON 4478 B12A
ERICSSON 4890 B25/B66
ERICSSON 4494 B14/B29
ERICSSON 4890 B25/B66
ERICSSON 4494 B14/B29
5G
LTE, 5G
5G
LTE, 5G
61'-0"
63'-0"
61'-0"
61'-0"
61'-0"
(N) COMMSCOPE
NNHH-65C-R4
99.2lbs (96"x19.61"x7.8")
(N) COMMSCOPE
NNHH-65C-R4
99.2lbs (96"x19.61"x7.8")
(N) ERICSSON
AIR 6472 B77G / B77M
92.6lbs (36.3"x15.8"x7.4")
(N) ERICSSON
AIR 6472 B77G / B77M
92.6lbs (36.3"x15.8"x7.4")
(N) COMMSCOPE
NNH4-65C-R6-V3
91.7lbs (96"x19.6"x7.8")
(N) COMMSCOPE
NNH4-65C-R6-V3
91.7lbs (96"x19.6"x7.8")
±63FT FIBER
63'-0"
±63FT FIBER
63'-0"
NOTES:
1.
NO CHAIN MOUNTS OR
SUPPORT ARE ALLOWED/
PERMITTED ON AT&T TOWER.
2.
MONOBROADLEAF BRANCHES
AND LEAVES ARE NOT SHOWN
FOR CLARITY
SECTOR C
120°
SECTOR A
0°
SECTOR B
NEW 65' PSTC MONOBROADLEAF
TOWER W/ AT&T ANTENNAS
(70' OVERALL HEIGHT), BRANCHES AND
LEAVES NOT SHOWN FOR CLARITY
NEW AT&T APPROVED MOUNTING
STRUCTURE, (SITEPRO 1 T3D8-3-A3 OR
APPROVED EQUIVALENT)
TOTAL WEIGHT (UNFINISHED)
36 LBS (16.329 Kg)
ROUND LEGS
2-3/8" DIA TO 3-1/2" DIA
RRH BACK TO
BACK MOUNT
COMMSCOPE RR-B2B-AR
BACK TO BACK ANGLE MOUNT
RRH ORDERED
SEPARATELY
RR-B2B-AR
MOUNT
MOUNTING PIPE
ALL HARDWARE TO BE
TORQUED TO 35 FT-LBS
4'-0" TYP.
240°
1'-0"
MIN.
5'-0"
(2'-0" MIN)
2'-6"
TYP.
NEW AT&T ANTENNA, COMMSCOPE
NNHH-65C-R4, @ POS 1, (1) PER
SECTOR, TYP. OF (3) ANTENNAS
NEW RRH'S, (3) PER SECTOR,
ERICSSON 4490 B5/B12A @ POS 1
ERICSSON 4890 B25/B66 @ POS 3
ERICSSON 4494 B14/B29 @ POS 3
MOUNTED TO BACK TO BACK MOUNTS
ON V-FRAME PIPES, TYP. OF (9) RRH'S
NEW RAYCAP DC9-48-60-0-24-8C-EV
DC/FIBER SURGE PROTECTOR, SEE
DETAIL 3 ON SHEET D-8, (2) TOTAL,
(1) PER ALPHA & BETA SECTORS
9'-0" FACE WIDTH TYP.
NEW AT&T ANTENNA, ERICSSON AIR
6472 B77G / B77M, @ POS 2, (1) PER
SECTOR, TYP. OF (3) ANTENNAS
4'-0" TYP.
2'-6"
TYP.
1
2
3
1
2
3
1
2
3
3'-10"
NEW AT&T ANTENNA, COMMSCOPE
NNH4-65C-R6-V4, @ POS 3, (1) PER
SECTOR, TYP. OF (3) ANTENNAS

30'-0" TO TOP OF EXISTING PARKING LOT
LIGHT POLE TO BE REMOVED
EXISTING PARKING
LOT LIGHT POLE &
FOUNDATION, TO BE
REMOVED
EXISTING LED LUMINAIRE, SHALL BE
SALVAGED IF POSSIBLE, OTHERWISE A
REPLACEMENT LUMINAIRE W/ SAME
OUTPUT TO BE INSTALLED ON
BROADLEAF TOWER AT EXISTING HEIGHT
EXISTING
CONCRETE CURB /
PARKING MEDIAN,
TO BE REMOVED
30'-0" TO TOP OF EXISTING PARKING LOT
LIGHT POLE TO BE REMOVED
EXISTING PARKING
LOT LIGHT POLE &
FOUNDATION, TO BE
REMOVED
EXISTING LED LUMINAIRE, SHALL BE
SALVAGED IF POSSIBLE, OTHERWISE A
REPLACEMENT LUMINAIRE W/ SAME
OUTPUT TO BE INSTALLED ON
BROADLEAF TOWER AT EXISTING HEIGHT
EXISTING
CONCRETE CURB /
PARKING MEDIAN,
TO BE REMOVED
EXISTING TRASH
ENCLOSURE, TO
REMAIN UNCHANGED
A-3.1
EXISTING ELEVATIONS
1
EXISTING SOUTH ELEVATION
A
SHEET NUMBER
PROFESSIONAL SEAL
SHEET TITLE
701 PALOMAR AIRPORT RD #160
CARLSBAD, CA 92011
YDC PROJECT NUMBER
AT&T
PRELIMINARY
DRAWINGS
FOR ZONING ONLY
YDC-11352
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY AND CONFIDENTIAL TO AT&T WIRELESS. ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO AT&T WIRELESS IS STRICTLY PROHIBITED.
CMJ
LEASE
6/9/2025
MAY
EXHIBIT
NEW BUILD
GOODAZ-0284
MCCLINTOCK
AZL01562 / 15458390
503892
3875 W. RAY ROAD
CHANDLER, AZ 85226
MARICOPA COUNTY
PROJECT:
PTSC SITE NO.:
SITE NAME:
AT&T SITE ID / FA:
USID:
ADDRESS:
COUNTY:
B
CMJ
90% PRELIMINARY
7/23/2025
MAY
ZD'S
C
CMJ
90% REVISED 
8/21/2025
MAY
PRELIMINARY ZD'S
1355 W. UNIVERSITY DRIVE
MESA, AZ 85201
D
CMJ
FINAL
5/1/2026
MAY
ZONING DRAWINGS
4'
0"
4'
22"x34" SCALE: 3/16" = 1'-0"
11"x17" SCALE: 3/32" = 1'-0"
2'
NOTE:
NO CHAIN MOUNTS OR SUPPORT ARE
ALLOWED/ PERMITTED ON AT&T TOWER.
2
4'
0"
4'
22"x34" SCALE: 3/16" = 1'-0"
11"x17" SCALE: 3/32" = 1'-0"
2'
EXISTING WEST ELEVATION

PROPOSED RELOCATED /
REPLACEMENT PARKING LOT LED
LIGHT MOUNTED AT EXISTING
HEIGHT (ON OPPOSITE SIDE),
VERIFY HEIGHT IN FIELD
9'-0" CMU WALL
PROPOSED PSTC 9' HIGH DECORATIVE
CMU WALLED COMPOUND W/ 2' OF
ROCK AT BASE TO MATCH PILLARS ON
BUILDING TO SOUTH, FOR FULL
SCREENING OF EQUIPMENT
PROPOSED PSTC T.S. ACCESS GATE
W/ PAINTED SOLID METAL BACKING,
COLOR TO MATCH ADJACENT WALLS
PROPOSED NEQ.20574 POLAR POWER,
INC. 8220-100-D-20-03-V,,,,48 VDC;
20KW; DC GENERATOR; HORIZONTAL
ENCLOSURE W/ 54 GALLON FUEL TANK
WITH OPV ON  PROPOSED CONCRETE
SLAB, SEE DETAIL 2 ON SHEET D-3
PROPOSED
GPS ANTENNA
MOUNTED TO
PIPE ON WUC
PROPOSED AT&T [CEQ.54298] VERTIV,
F2020030,,,, VERTIV WUC 3-BAY CABINET W/
6KW HEX 512DC PLANT, DC HEATERS, (ALL
OCCURRENCES), MOUNTED TO CONCRETE
SLAB, SEE DETAIL 1 ON SHEET D-3
PROPOSED AT&T
PTLC AC PANEL W/
CAMLOK MOUNTED
TO SIDE OF WUC
PROPOSED CONCRETE
MEDIAN SURROUNDING
PROPOSED PSTC
EQUIPMENT COMPOUND
20'-0" TO BOTTOM BRANCHES
70'-0" TO TOP OF PROPOSED AT&T MONO-BROADLEAF BRANCHES (OVERALL HEIGHT)
8'-0"
PROPOSED AT&T ANTENNA ARRAY
MOUNTED TO APPROVED MOUNTS ON
PROPOSED AT&T 65' MONOBROADLEAF
TOWER (70' OVERALL HEIGHT), SEE A-3
SHEET FOR CONFIGURATION
PROPOSED AT&T ANTENNA
SOCKS TO CONCEAL
ANTENNAS FROM VIEW WITHIN
MONO-BROADLEAF TOWER
PROPOSED
MONOBROADLEAF FAUX
BARK CLADDING UP TO
BOTTOM BRANCHES
PROPOSED AT&T (4)
POWER TRUNKS, (2) FIBER
TRUNKS, ROUTED UP
MONO-BROADLEAF TOWER
PROPOSED TRANSFORMER
INSTALLED ON PROPOSED
CONCRETE PAD NEAR GATE
30'-0" TO TOP OF RELOCATED / REPLACEMENT LUMINAIRE
61'-0" TO PROPOSED RAD CENTER OF AT&T ANTENNA ARRAY
65'-0" TO PROPOSED TIPS OF AT&T ANTENNA ARRAY
65'-0" TO TOP OF STEEL OF PROPOSED AT&T MONO-BROADLEAF TOWER
63'-0" TO PROPOSED RAD CENTER OF AT&T ANTENNA ARRAY
PROPOSED 200AMP AT&T
METER / DISCONNECT ON
WALL-MOUNTED UNISTRUT
PROPOSED
GPS ANTENNA
MOUNTED TO
PIPE ON WUC
PROPOSED CONCRETE
MEDIAN SURROUNDING
PROPOSED PSTC
EQUIPMENT COMPOUND
EXISTING TRASH
ENCLOSURE, TO
REMAIN UNCHANGED
20'-0" TO BOTTOM BRANCHES
PROPOSED AT&T ANTENNA ARRAY
MOUNTED TO APPROVED MOUNTS ON
PROPOSED AT&T 65' MONOBROADLEAF
TOWER (70' OVERALL HEIGHT), SEE A-3
SHEET FOR CONFIGURATION
PROPOSED AT&T ANTENNA
SOCKS TO CONCEAL
ANTENNAS FROM VIEW WITHIN
MONO-BROADLEAF TOWER
PROPOSED RELOCATED /
REPLACEMENT PARKING LOT
LED LIGHT MOUNTED AT
EXISTING HEIGHT, VERIFY
HEIGHT IN FIELD
PROPOSED TRANSFORMER
INSTALLED ON PROPOSED
CONCRETE PAD NEAR GATE
30'-0" TO TOP OF RELOCATED / REPLACEMENT LUMINAIRE
PROPOSED PSTC 9' HIGH
DECORATIVE CMU WALLED
COMPOUND W/ 2' OF ROCK AT
BASE TO MATCH PILLARS ON
BUILDING TO SOUTH, FOR FULL
SCREENING OF EQUIPMENT
PROPOSED AT&T DC50 SPD
CABINET MOUNTED TO SIDE
OF 3-BAY WUC (BEYOND)
PROPOSED NEQ.20574 POLAR POWER,
INC. 8220-100-D-20-03-V,,,,48 VDC;
20KW; DC GENERATOR; HORIZONTAL
ENCLOSURE W/ 54 GALLON FUEL TANK
WITH OPV ON  PROPOSED CONCRETE
SLAB, SEE DETAIL 2 ON SHEET D-3
PROPOSED AT&T (4) POWER
TRUNKS, (2) FIBER TRUNKS, ROUTED
UP MONO-BROADLEAF TOWER
61'-0" TO PROPOSED RAD CENTER OF AT&T ANTENNA ARRAY
65'-0" TO PROPOSED TIPS OF AT&T ANTENNA ARRAY
65'-0" TO TOP OF STEEL OF PROPOSED AT&T MONO-BROADLEAF TOWER
70'-0" TO TOP OF PROPOSED AT&T MONO-BROADLEAF BRANCHES (OVERALL HEIGHT)
8'-0"
63'-0" TO PROPOSED RAD CENTER OF AT&T ANTENNA ARRAY
9'-0"
A-4
ELEVATIONS
1
NEW SOUTH ELEVATION
A
SHEET NUMBER
PROFESSIONAL SEAL
SHEET TITLE
701 PALOMAR AIRPORT RD #160
CARLSBAD, CA 92011
YDC PROJECT NUMBER
AT&T
PRELIMINARY
DRAWINGS
FOR ZONING ONLY
YDC-11352
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY AND CONFIDENTIAL TO AT&T WIRELESS. ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO AT&T WIRELESS IS STRICTLY PROHIBITED.
CMJ
LEASE
6/9/2025
MAY
EXHIBIT
NEW BUILD
GOODAZ-0284
MCCLINTOCK
AZL01562 / 15458390
503892
3875 W. RAY ROAD
CHANDLER, AZ 85226
MARICOPA COUNTY
PROJECT:
PTSC SITE NO.:
SITE NAME:
AT&T SITE ID / FA:
USID:
ADDRESS:
COUNTY:
B
CMJ
90% PRELIMINARY
7/23/2025
MAY
ZD'S
C
CMJ
90% REVISED 
8/21/2025
MAY
PRELIMINARY ZD'S
1355 W. UNIVERSITY DRIVE
MESA, AZ 85201
D
CMJ
FINAL
5/1/2026
MAY
ZONING DRAWINGS
4'
0"
4'
22"x34" SCALE: 3/16" = 1'-0"
11"x17" SCALE: 3/32" = 1'-0"
2'
NOTE:
NO CHAIN MOUNTS OR SUPPORT ARE
ALLOWED/ PERMITTED ON AT&T TOWER.
2
4'
0"
4'
22"x34" SCALE: 3/16" = 1'-0"
11"x17" SCALE: 3/32" = 1'-0"
2'
NEW WEST ELEVATION