Z2023008 BOS REPORT.PDF

June 14, 2023 
Z2023008 
Page 1 of 3 
 
 
 
 
Report to the Board of Supervisors 
Prepared by the Maricopa County Planning and Development Department 
 
Board Hearing Date: 
June 14, 2023 
 
Case #/Title:   
 
 
Z2023008 – AZ5_Bushnell_Perm 
 
Supervisor District: 
2 
 
Applicant/Owner: 
 
Shannon McCrea - DW Tower, LLC. / Lonnie Ranft 
 
Request: 
Special Use Permit (SUP) for a new wireless communication facility 
(WCF) in the Rural-43 zoning district 
 
Site Location: 
Generally located approx. 906’ from the NEC of SR-87 & Sunflower 
Rd in the Sunflower area. 
 
Site Size: 
Approx. 1.3 acres 
 
County Island Status: 
N/A 
 
Additional 
Comments: 
The SUP proposes a new 197’ lattice tower WCF.  However, the 
applicant has provided and updated zoning exhibit showing the 
addition of a required FAA warning light 2’ above and at the top of 
the for an overall height of tower and attachments at a maximum 
of 199’. Additionally, the report to the Commission erroneously 
noted a 31-feet front setback to the northern property line where the 
correct setback is 41’. There is no known opposition, and there are 
no outstanding concerns from reviewing agencies. 
 
The revised zoning exhibit correctly reflects the 41’ north setback 
and the 199’ overall height. No other changes are requested.  
 
Staff recommends that Board motion for approval of Z2023008 
includes the Commission recommended conditions ‘a’ – ‘g’ listed 
below but with revised language to condition ‘a’ to read in legislative 
edit (with deleted language struck-through and added language 
underscored and bolded) as: 
  
a. 
Development of the site shall be in substantial conformance with the Site Plan entitled 
“BUSHNELL“, consisting of 79 full-size sheets, dated May 9March 15, 2023, and stamped 
received May 15 March 22, 2023, except as modified by the following conditions. Staff 
may determine slight refinements to remain in substantial conformance with the approved 
site plan. Minor and major amendments to the site plan will be determined in accordance 
with Chapter 3 of the Maricopa County Zoning Ordinance.

June 14, 2023 
Z2023008 
Page 2 of 3 
Commission  
 
Recommendation: 
On 5/11/23, the Commission voted 7-0 to adopt a motion 
recommending the Board of Supervisors approve Z2023008 
subject to conditions ‘a’ – ‘g’:  
 
a. 
Development of the site shall be in substantial conformance with the Site Plan entitled 
“BUSHNELL“, consisting of 7 full-size sheets, dated March 15, 2023 and stamped received 
March 22, 2023, except as modified by the following conditions. Staff may determine 
slight refinements to remain in substantial conformance with the approved site 
plan.  Minor and major amendments to the site plan will be determined in accordance with 
Chapter 3 of the Maricopa County Zoning Ordinance. 
 
b. 
Development of the site shall be in substantial conformance with the Narrative Report 
entitled “DW Tower, LLC. Site”, consisting of 5 pages, dated March 20, 2023, stamped 
received March 22, 2023, except as modified by the following conditions. 
 
c. 
The following Planning Engineering conditions shall apply: 
 
1. 
Provide the required retention volume for the 100 year, 2 hour storm event with 
one (1) foot of freeboard for the SUP area. 
2. 
Provide a runoff coefficient based on Table 6.3 of the Maricopa County Drainage 
Policies and Standards. Use 0.95 for commercial/industrial areas and 0.5 for 
retention basin areas. Revise the drainage calculations to use the County’s 
required runoff coefficients.  
3. 
Basins one (1) foot or less in depth need not provide freeboard. Provide 
documentation that the retention basin(s) will drain within 36 hours. (MCZO 
1205.7.6-2.a & c) 
4. 
The Red Letter process has been started by the applicant; applicant to notify ADOT 
of proposal through the Red Letter Process, RedLetter@azdot.gov, due to 
proximity to State Route 87. 
5. 
The above comment does not include identification of utilities or underground 
facilities within or adjacent to the required right-of-way that may have prior rights 
and/or require relocation. 
6. 
Engineering review of planning and/or zoning cases is for conceptual design only. 
All development and engineering design shall be in conformance with Section 
1205 of the Maricopa County Zoning Ordinance; Drainage Policies and Standards; 
Floodplain Regulations for Maricopa County; MCDOT Roadway Design Manual; 
and current engineering policies, standards and best practices at the time of 
application for construction.  
7. 
Based on the conceptual design nature of the information submitted, changes to 
the site layout may be necessitated by the final engineering design of the site’s 
drainage infrastructure.  
8. 
Detailed Grading and Drainage (Site Infrastructure) Plans must be submitted with 
the application for Building Permits  
 
d. 
This special use permit is valid for a period of 20 and shall expire on June 14, 2043, or 
upon termination of the use for a period of 90 or more days, whichever occurs first. All 
site improvements associated with the special use permit shall be removed within 90 days 
of such expiration or termination of use. 
 
e. 
Prior to issuance of a building permit, written confirmation will be required from the 
emergency fire protection jurisdiction having authority that the facility has been designed

June 14, 2023 
Z2023008 
Page 3 of 3 
in accordance with their regulations and requirements, and that emergency fire protection 
service will be provided to the facility.  
 
f. 
Noncompliance with any Maricopa County Regulation shall be grounds for initiating a 
revocation of this Special Use Permit as set forth in the Maricopa County Zoning 
Ordinance.  
 
g. 
The granting of this change in use of the property has been at the request of the applicant, 
with the consent of the landowner.  The granting of this approval allows the property to 
enjoy uses in excess of those permitted by the zoning existing on the date of application, 
subject to conditions.  In the event of the failure to comply with any condition, and at the 
time of expiration of the Special Use Permit, the property shall revert to the zoning that 
existed on the date of application.  It is, therefore, stipulated and agreed that either 
revocation due to the failure to comply with any conditions, or the expiration of the Special 
Use Permit, does not reduce any rights that existed on the date of application to use, 
divide, sell or possess the property and that there would be no diminution in value of the 
property from the value it held on the date of application due to such revocation or 
expiration of the Special Use Permit.  The Special Use Permit enhances the value of the 
property above its value as of the date the Special Use Permit is granted and reverting to 
the prior zoning results in the same value of the property as if the Special Use Permit had 
never been granted. 
 
 
Presented by: 
 
Daniel Johnson, Planner 
Reviewed by: 
 
Darren Gérard, AICP, Planning Manager   
 
Attachments: 
 
5/11/23 P&Z Packet (28 pages)  
 
 
Revised Site Plan Exhibit dated May 9, 2023 and stamped received May 15, 2023 (9 pages) 
 
 
Note: 
5/11/23 Draft P&Z Minutes are not available as of the writing of this report, but can be 
provided upon request later when available.

Z2023008 
Page 1 of 9 
 
 
Report to the Planning and Zoning Commission 
Prepared by the Maricopa County Planning and Development Department 
 
 
Case: 
Z2023008 – AZ5_Bushnell_Perm 
 
 
 
 
 
Hearing Date: 
May 11, 2023 
 
Supervisor District: 
2 
 
 
 
  
 
Applicant: 
Shannon McCrea - DW Tower, LLC.  
 
Owner: 
Lonnie Ranft  
   
Request: 
Special Use Permit (SUP) for a new 197’ lattice tower wireless 
communication facility (WCF) in the Rural-43 zoning district 
 
  
 
Site Location: 
Generally located approx. 906’ from the NEC of SR-87 & Sunflower Rd in 
the Sunflower area. 
 
  
Site Size: 
Approx. 1.3 acres 
 
Density: 
N/A 
 
County Island:  
No 
 
 
County Plan: 
Rural Development Area (0-1 d.u./ac) 
 
Municipal Plan: 
N/A 
 
Municipal Comments: 
None received to date  
 
Support/Opposition: 
None known 
 
Recommendation: 
Approve with conditions

Z2023008 
Page 2 of 9 
Project Summary: 
 
1. 
The Applicant, Shannon McCrea, DW Tower, LLC., on behalf of the property owner, Lonnie Ranft, 
is requesting a Special Use Permit (SUP) for a new 197’ self-supporting Wireless Communication 
Facility lattice tower with associated equipment in a 134’ x 140’ compound surrounded by a 6’ 
high chain link fence in the Rural-43 zoning district. The subject property is parcel 219-05-003P, 
located approx. 906’ from the NEC of SR-87 & Sunflower Rd. in the Sunflower area. The subject 
property is rectangular, generally flat and comprises approximately 1.3 acres. The subject 
property is accessed from a private ingress easement, Sunflower Rd, with similarly zoned Rural-
43 parcels to the north, and adjacent to C-2 zoned parcels to the east and west. To the south is 
Tonto National Forest zoned Rural-190.  The subject property and the properties to the immediate 
north and east are minimally improved vacant parcels. The property to the west is an apparent 
towing yard.    
 
2. 
The WCF at its base will measure 19’ by 19’ and is proposed at a height of 197 ft. The tower is a 
steel lattice design setback approximately 31 ft. from the northern (front) property line, 
approximately 80 ft. from the western property line, 71.5 ft. from the eastern property line and 
138.9 ft. from the southern property line. The tower will be enclosed by 6’ high chain link fence 
measuring approximately 134 ft. x 140 ft. The compound itself is setback 32.5’ feet from the 
western property line, which is intended to serve as an access easement to the rest of the site 
further south outside of the fenced in compound where the lattice tower is proposed. The 
proposed placement of the tower and compound wall would require several development 
standard modifications, which can be part of the SUP approval (MCZO Art. 1301.5). The height of 
the tower exceeds the maximum height allowed of 80 feet. (MCZO Art 1202.3.1.1.a) The tower 
does not meet the 2 ft. setback from property lines for each 1 ft. in height required in rural and 
residential zones because it is closer than 197 ft. to all property lines (MCZO Art. 1202.3.1.1.g). 
Additionally, the proposed tower location will encroach 9 feet into the 40-foot required front yard 
setback measured from the northern property line. (MCZO Art. 503.4.1.a). All other requirements 
will be met.  
 
3. 
The following table identifies ordinance development standards for wireless communication 
facilities and the modifications of those standards necessary to provide for the current request. 
(Note: necessary changes to base standards are indicated in bold) 
 
MCZO Regulation 
Ordinance Standard 
Requested Deviation 
Section 1202.3.1.1.a 
Max height 80 feet 
Max Height 197 feet 
Section 1202.3.1.1.g 
Setback 2 feet for each 1 foot 
in height; not located in 
required front yard 
31 ft. from the northern 
property line, 80 ft. from the 
western property line, 71.5 ft. 
from the eastern property 
line and 138.9 ft. from the 
southern property line. 
Section 503.4.1.a 
40-foot front yard setback 
31-foot front yard setback

Z2023008 
Page 3 of 9 
Subject Site and Surrounding Zoning Districts and National Forest Boundary 
 
 
2023 Aerial Photograph of Subject Site

Z2023008 
Page 4 of 9 
Proposed Site Plan

Z2023008 
Page 5 of 9 
South Elevation View

Z2023008 
Page 6 of 9 
 
 
Existing On-Site and Adjacent Zoning / Land Use: 
 
4. 
On-site: 
 
RU-43 / Vacant – Chain link perimeter fence and gravel surfacing 
North: 
RU-43 / Vacant – gravel surfacing 
South: 
RU-190 / Tonto National Forest 
East: 
C-2 / Vacant 
West: 
C-2 / Towing Yard 
 
 
Utilities and Services: 
 
5. 
Water: 
 
N/A 
Wastewater: 
N/A 
School District: 
N/A 
Fire: 
Fort McDowell Yavapai Nation Fire Dept 
Police:  
MCSO  
 
Right-of-Way: 
 
6. 
The site is accessed through a series of easements that comprise Sunflower Road. Sunflower 
Road has not been accepted by the County; and is therefore not maintained by the County.  
 
Adopted Plan: 
 
7. 
Maricopa County “Vision 2030” Comprehensive Plan: The comprehensive plan designates areas 
outside of designated Area Plans as being within the Rural Development Area (0-1 d.u./ac) 
Appropriate for rural land uses and rural zoning. 
 
Public Participation Summary: 
 
8. 
Per the applicant’s Final Citizen Participation Results Report, the public has been given ample 
opportunity to relay any questions, issues, or concerns regarding the application by contacting 
the authorized agent stated on the notification letters that were send out via email and direct mail. 
The public has not reached out or raised any concerns to the authorized agent, however, Tonto 
National Forest did have concerns regarding scenic preservation. Tonto National Forest currently 
has high scenic integrity and the applicant’s team was asked to take this into consideration when 
building. Because construction will take place on private property, there are no restrictions or 
requirements regarding this concern. 
 
Outstanding Concerns from Reviewing Agencies: 
 
9. 
N/A. 
 
Staff Analysis: 
 
10. 
Staff believes the Special Use Permit request is reasonable and necessary to maintain and 
expand cell phone and E-911 service in this area, especially for the traveling public along the 
nearby SR-87. The subject WCF tower will not be located anywhere near a residential use, 
however, the tower is only setback 31 feet from a Rural-43 zoned parcel to the north, which may 
impact future residential uses on this particular parcel in the future. The WCF compound bounds

Z2023008 
Page 7 of 9 
the nearest, apparent public ingress/egress easement (Sunflower Rd.) with the tower lying 32 ft. 
from the southern edge of this easement per the Applicant’s site plan. The tower may present a 
fall hazard for the adjacent parcels and the easement for Sunflower Rd.; however, Staff considers 
the possibility of tower collapse to be extremely remote as it will be subject to commercial 
construction permitting which includes plan review against all codes and engineering best 
practices and then construction safety inspections in the field to ensure improvements are 
consistent with the approved plans. Sunflower Rd. appears to provide access to only one 
commercial property, and therefore it likely comprises low traffic volumes and speeds making 
the request reasonable and unlikely to cause significant traffic issues. In the project narrative, the 
Applicant states that the tower design will prevent the necessity for additional towers in the area 
as the structure can support multiple co-locations, commonly used by modern WCF facilities. 
Finally, in order to preserve scenic integrity as expressed by Tonto National Forest and to enhance 
the rural character of the area, staff recommends non-reflective material be implemented in the 
tower design. The applicant has proposed that exposed portions of the tower will be non-
reflective, and the color of the tower shall be compatible with the surrounding environment. Staff 
suggests an aged or rusted steel/copper color similarly used by guard rails for the nearby SR-87, 
as shown below. 
 
 
 
Recommendation: 
 
11. 
Staff recommends the Commission adopt a motion recommending that the Board of Supervisors 
approve Z2023008 subject to the following conditions ‘a’ – ‘g’:

Z2023008 
Page 8 of 9 
a. 
Development of the site shall be in substantial conformance with the Site Plan entitled 
“BUSHNELL“, consisting of 7 full-size sheets, dated March 15, 2023, and stamped received 
March 22, 2023, except as modified by the following conditions. Staff may determine 
slight refinements to remain in substantial conformance with the approved site 
plan.  Minor and major amendments to the site plan will be determined in accordance with 
Chapter 3 of the Maricopa County Zoning Ordinance. 
 
b. 
Development of the site shall be in substantial conformance with the Narrative Report 
entitled “DW Tower, LLC. Site”, consisting of 5 pages, dated March 20, 2023, stamped 
received March 22, 2023, except as modified by the following conditions. 
 
c. 
The following Planning Engineering conditions shall apply: 
 
1. 
Provide the required retention volume for the 100 year, 2 hour storm event with 
one (1) foot of freeboard for the SUP area. 
2. 
Provide a runoff coefficient based on Table 6.3 of the Maricopa County Drainage 
Policies and Standards. Use 0.95 for commercial/industrial areas and 0.5 for 
retention basin areas. Revise the drainage calculations to use the County’s 
required runoff coefficients.  
3. 
Basins one (1) foot or less in depth need not provide freeboard. Provide 
documentation that the retention basin(s) will drain within 36 hours. (MCZO 
1205.7.6-2.a & c) 
4. 
The Red Letter process has been started by the applicant; applicant to notify ADOT 
of proposal through the Red Letter Process, RedLetter@azdot.gov, due to 
proximity to State Route 87. 
5. 
The above comment does not include identification of utilities or underground 
facilities within or adjacent to the required right-of-way that may have prior rights 
and/or require relocation. 
6. 
Engineering review of planning and/or zoning cases is for conceptual design only. 
All development and engineering design shall be in conformance with Section 
1205 of the Maricopa County Zoning Ordinance; Drainage Policies and Standards; 
Floodplain Regulations for Maricopa County; MCDOT Roadway Design Manual; 
and current engineering policies, standards and best practices at the time of 
application for construction.  
7. 
Based on the conceptual design nature of the information submitted, changes to 
the site layout may be necessitated by the final engineering design of the site’s 
drainage infrastructure.  
8. 
Detailed Grading and Drainage (Site Infrastructure) Plans must be submitted with 
the application for Building Permits  
 
d. 
This special use permit is valid for a period of 20 and shall expire on June 14, 2043, or 
upon termination of the use for a period of 90 or more days, whichever occurs first. All 
site improvements associated with the special use permit shall be removed within 90 days 
of such expiration or termination of use. 
 
e. 
Prior to issuance of a building permit, written confirmation will be required from the 
emergency fire protection jurisdiction having authority that the facility has been designed 
in accordance with their regulations and requirements, and that emergency fire protection 
service will be provided to the facility.

Z2023008 
Page 9 of 9 
f. 
Noncompliance with any Maricopa County Regulation shall be grounds for initiating a 
revocation of this Special Use Permit as set forth in the Maricopa County Zoning 
Ordinance.  
 
g. 
The granting of this change in use of the property has been at the request of the applicant, 
with the consent of the landowner.  The granting of this approval allows the property to 
enjoy uses in excess of those permitted by the zoning existing on the date of application, 
subject to conditions.  In the event of the failure to comply with any condition, and at the 
time of expiration of the Special Use Permit, the property shall revert to the zoning that 
existed on the date of application.  It is, therefore, stipulated and agreed that either 
revocation due to the failure to comply with any conditions, or the expiration of the Special 
Use Permit, does not reduce any rights that existed on the date of application to use, 
divide, sell or possess the property and that there would be no diminution in value of the 
property from the value it held on the date of application due to such revocation or 
expiration of the Special Use Permit.  The Special Use Permit enhances the value of the 
property above its value as of the date the Special Use Permit is granted and reverting to 
the prior zoning results in the same value of the property as if the Special Use Permit had 
never been granted. 
 
 
Presented by: 
Daniel Johnson, Planner 
Reviewed by: 
Matthew Holm, AICP, Planning Supervisor 
 
Attachments: 
Case Map (1 page) 
 
Site Plan/Land Use Plan (reduced 8.5”x11”, 7 pages) 
 
Narrative Report (5 pages) 
 
PND Engineering comments (4 pages) 
 
Tonto National Forest comments (2 pages)

/
Maricopa County Planning & Development - Phoenix, AZ
2
Gross Acres: 2 approx.
Generated April 28, 2023 11:57 AM
Z2023008
Application Name:
Legal Description
AZ5_Bushnell_PERM EDR
Applicant
Case Address
T06N R09E 017,
Tiffany Passehl for State 48 Development Consulting
28013 N SUNFLOWER Rd
Applicant Phone/Email
Parcel Primary:219-05-003P
307.287.5780
tiffany@state48consulting.com
SCOTTSDALE AZ 85547
Map scale 1:847
Supervisor District No.
THIS WILL BE A NEW WIRELESS TELECOMMUNICATIONS FACILITY. DW TOWER, LLC PROPOSES TO
INSTALL A NEW 197' SELF SUPPORT TOWER WITH ASSOCIATED EQUIPMENT, IN A 134’ X 140’ AREA,
5.3585 in

PROJECT DESCRIPTION
PROJECT PHOTO
PROJECT DIRECTIONS
VICINITY MAP
PROJECT TEAM
PROJECT INFORMATION
SHEET INDEX
BUSHNELL
42850 N BEELINE HWY
SUNFLOWER, AZ 85263
T-1
TITLE AND
INFORMATION
ISSUE STATUS:
BUSHNELL
PROPRIETARY INFORMATION
THE INFORMATION CONTAINED IN THIS SET OF
DRAWINGS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THIS PROJECT IS STRICTLY
PROHIBITED WITHOUT THE WRITTEN CONSENT
OF P+S CONSULTING LLC
SITE NAME & ADDRESS:
42850 N BEELINE HWY
SUNFLOWER, AZ 85263
P.O. BOX  50039
Phoenix, Arizona 85076
PHONE: 602-403-8614
www.ise-inc.biz
ISE Incorporated
Structural Engineers
1
1
SYMBOLS
1
1
NORTH
SITE
1
1
1
1
1
1
NORTH
SITE
SITE SUMMARY TABLE
UTILITY COMMITMENT TABLE
LEGAL DESCRIPTION
RELATED CASES
Z2023008 RCVD 3/22/23

BEELINE HIGHWAY
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
N SUNFLOWER ROAD
              (E) R/W LINE
(E) PARCEL LINE
(E) LESSORS
PARCEL LINE
(E) PARCEL LINE
(E) PARCEL LINE
(E) PARCEL LINE
(E) LESSORS PARCEL LINE
APN: 219-05-003L
(PARCEL 2)
APN: 219-05-003N
(PARCEL 1)
APN: 219-05-003C
APN: 219-05-003P
APN: 219-05-003M
S2° 13' 11"E  130.00'
N89° 36' 55"E
640.20'
N89° 36' 55"E
640.20'
N63° 08' 44"E
258.00'
N80° 59' 44"E
426.00'
S0° 26' 29"E  334.85'
N89° 36' 55"E
180.10'
N1° 03' 31"E
308.88'
X
X
X
L=99.14, R=334.82
D=16°57'53"
(N) 15' ACCESS / UTILITY
EASEMENT 1
(P) LEASE AREA
(E) PARCEL LINE
P.O.C.
9
10
121.35'
S62° 27' 35"E
52.10'
S82° 32' 05"E
86.72'
S89° 26' 14"E
136.46'
S81° 25' 32"E
47.04'
(N) 15' ACCESS/UTILITY EASEMENT 2
P.O.B. (N) 15' ACCESS/UTILITY
EASEMENT 2
LEGEND
ALUMINUM CAP FLUSH
REBAR
LIGHT POST
SANITARY SEWER CLEANOUT
SCHEDULE B TRIANGLE
SCHEDULE B HEX
#
RIGHT-OF-WAY LINE
CHAIN LINK FENCE
PROPERTY LINE
PROPERTY LINE (OTHER)
SPOT ELEVATION
WIRE OR BARBED WIRE FENCE
U/G ELECTRIC LINE
X
X
UGE
UGE
POSITION OF GEODETIC COORDINATES
2
    5280.00 NG
WATER LINE
W
W
W
POINT OF BEGINNING
POINT OF COMMENCEMENT
POB
POC
PROJECT AREA
LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF MARICOPA,
STATE OF ARIZONA, AND IS DESCRIBED AS FOLLOWS:
THAT PORTION OF THE FOLLOWING DESCRIBED PARCEL A LYING SOUTH OF THE
FOLLOWING DESCRIBED LINE: BEGINNING AT THE SOUTHWEST CORNER OF TRACT
NO. 39, TOWNSHIP 6 NORTH, RANGE 9 EAST OF THE GILA AND SALT RIVER BASE AND
MERIDIAN, MARICOPA COUNTY, ARIZONA, ACCORDING TO THE GENERAL LAND
OFFICE PLAT DATED JANUARY 3, 1937 AND FILED IN THE UNITED STATES LAND
OFFICE; THENCE NORTH 02 DEGREES 12 MINUTES WEST, A DISTANCE OF 130 FEET
TO THE POINT BEGINNING;
THENCE NORTH 62 DEGREES 54 MINUTES EAST, A DISTANCE OF 258 FEET;
THENCE NORTH 80 DEGREES 45 MINUTES EAST, A DISTANCE OF 600.33 FEET TO THE
POINT OF TERMINUS.
PARCEL A:
A PART OF TRACT 39, TOWNSHIP 6 NORTH, RANGE 9 EAST OF THE GILA AND SALT
RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA, ACCORDING TO THE
GENERAL LAND OFFICE PLAT DATED JANUARY 30, 1937, AND FILED IN THE UNITED
STATES LAND OFFICE, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE COMMON SECTION CORNER OF SECTIONS 7, 8, 17 AND 18,
TOWNSHIP 6 NORTH, RANGE 9 EAST, OF THE GILA AND SALT RIVER BASE AND
MERIDIAN, MARICOPA COUNTY, ARIZONA;
THENCE SOUTHERLY ON THE COMMON LINE OF ABOVE SECTIONS 17 AND 18, SOUTH
00 DEGREES 03 MINUTES EAST (ASSUMED BEARING), 1739.75 FEET TO THE TRUE
POINT OF BEGINNING; THENCE CONTINUING ALONG SAID COMMON SECTION LINE
SOUTH 00 DEGREES 03 MINUTES EAST, 811.15 FEET; THENCE SOUTH 89 DEGREES 47
MINUTES WEST, 640.16 FEET; THENCE NORTH 02 DEGREES 12 MINUTES WEST, 146.16
FEET TO THE EASTERLY RIGHT-OF-WAY LINE, AS DESCRIBED IN BOOK 9 OF ROAD
MAPS, PAGE 36, RECORDS OF MARICOPA COUNTY, ARIZONA;
THENCE ALONG SAID RIGHT-OF-WAY LINE NORTH 44 DEGREES 24 MINUTES EAST,
682.29 FEET TO A SPIRAL CURVE, SAID SPIRAL CURVE BEING CONCAVE
NORTHWESTERLY AND HAVING A TANGENT BEARING OF NORTH 44 DEGREES 24
SECONDS EAST, AN INTERIOR ANGLE OF 02 DEGREES 30 MINUTES, A RATE OF
CHANCE OF 1.442; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY LINE, A CURVED
DISTANCE OF 186.19 FEET TO A POINT OF COMPOUND CURVATURE WITH A CURVE
CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 2183.48 FEET; THENCE
CONTINUING ALONG SAID RIGHT-OF-WAY LINE NORTHEASTERLY ALONG SAID LAST
MENTIONED CURVE THROUGH A CENTRAL ANGLE OF 01 DEGREES 34 MINUTES 19
SECONDS A CURVED DISTANCE OF 59.91 FEET TO THE
TRUE POINT OF BEGINNING.
LESSOR'S LEGAL DESCRIPTION: : TITLE ORDER 6243644
1.
ELEVATIONS SHOWN HEREON ARE REPRESENTED IN NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD88) ESTABLISHED FROM
GPS DERIVED ELLIPSOID HEIGHTS, APPLYING GEOID 12B 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 10/21/22.
PROJECT META DATA
1.
ALL TITLE INFORMATION IS BASED UPON A COMMITMENT FOR TITLE
INSURANCE PREPARED BY FIRST AMERICAN TITLE AGENCY,     ORDER
NO.: 6243644 EFFECTIVE DATE: 09/09/2022, AND     ORDER NO.:
01-22048158-01T EFFECTIVE DATE: 10/20/2022
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.
SURVEYOR NOTES
0
11/02/22
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.
CEF / TLG
RDG
RLF
3
14003069
AZ5 BUSHNELL 
42850 N BEELINE HIGHWAY
SUNFLOWER, AZ 85263
TOPOGRAPHIC SURVEY
LS-1
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. 04013C0980M DATED 09/18/2020.
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
SURVEY DETAIL
SHEET LS-3
11. 
AN EASEMENT FOR INGRESS AND EGRESS AND INCIDENTAL PURPOSES
IN THE DOCUMENT RECORDED AS 2006-1485897 OF OFFICIAL RECORDS.
SCHEDULE B EXCEPTIONS: TITLE ORDER 6243644
   
ITEMS 1 THRU 10, 12 & 13 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.
APN: 219-05-003P
1
11/03/22
REVISION
9. 
WARRANTY DEED FOR HIGHWAY PURPOSES IN FAVOR OF THE STATE OF
ARIZONA, BY AND THROUGH ITS DEPARTMENT OF TRANSPORTATION,
RECORDED 05/20/1996, AS DOCUMENT NO. 96-0347878, OF THE MARICOPA
COUNTY RECORDS.
10. WARRANTY DEED FOR HIGHWAY PURPOSES IN FAVOR OF THE STATE OF
ARIZONA, BY AND THROUGH ITS DEPARTMENT OF TRANSPORTATION,
RECORDED 05/20/1996, AS DOCUMENT NO. 96-0347879, OF THE MARICOPA
COUNTY RECORDS.
SCHEDULE B EXCEPTIONS: TITLE ORDER 6243644
   
ITEMS 1-8 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.
87
SRV RD 22
FR22
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jsultzbach@com-serv.com
jsultzbach@com-serv.com
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11/17/22
FINAL
A PORTION OF TRACT NO. 39, TOWNSHIP 6 NORTH, RANGE 9 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN,
MARICOPA COUNTY, ARIZONA, ACCORDING TO THE GENERAL LAND OFFICE PLAT DATED JANUARY 3, 1937 AND FILED IN THE
UNITED STATES LAND OFFICE;
COMMENCING AT A REBAR WHICH IS ALSO THE THE SOUTHWEST CORNER OF SAID TRACT NO. 39; THENCE NORTH 89°36'55"
EAST, 640.20 FEET; THENCE NORTH 01°03'31" EAST, 90.09 FEET ; THENCE NORTH 90°00'00" EAST, 35.79 FEET TO THE POINT OF
BEGINNING;
THENCE NORTH 00°00'00" EAST, 213.65 FEET; THENCE NORTH 80°59'44" EAST, 84.73 FEET; THENCE CONTINUING NORTH
80°59'44" EAST, 57.16 FEET; THENCE SOUTH 00°26'29" EAST, 235.87 FEET; THENCE NORTH 90°00'00" WEST, 141.96 FEET; TO
THE POINT OF BEGINNING.
CONTAINING 38856 SQUARE FEET OR 0.892 ACRES, MORE OR LESS.
LEASE AREA LEGAL DESCRIPTION: 
A 15.00 FOOT WIDE STRIP OF LAND BEING IN TRACT NO. 39, TOWNSHIP 6 NORTH,
RANGE 9 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA
COUNTY, ARIZONA, ACCORDING TO THE GENERAL LAND OFFICE PLAT DATED
JANUARY 3, 1937 AND FILED IN THE UNITED STATES LAND OFFICE, LYING 7.50 FEET
ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE;
COMMENCING AT A REBAR WHICH IS ALSO THE THE SOUTHWEST CORNER OF SAID
TRACT NO. 39; THENCE NORTH 89°36'55" EAST, 640.20 FEET; THENCE NORTH
01°03'31" EAST, 90.09 FEET ; THENCE NORTH 90°00'00" EAST, 35.79 FEET; THENCE
NORTH 00°00'00" EAST, 213.65 FEET; THENCE NORTH 80°59'44" EAST, 84.73 FEET THE
POINT OF BEGINNING;
THENCE NORTH 09°00'16" WEST, 32.40 FEET; THENCE SOUTH 80°21'02" WEST, 64.97
FEET TO A POINT HEREON REFERRED TO AS POINT "A"; THENCE CONTINUING
SOUTH 80°21'02" WEST, 441.62 FEET TO THE BEGINNING OF A CURVE TO THE LEFT;
THENCE WESTERLY ALONG SAID CURVE HAVING A RADIUS OF 334.82 FEET,
THROUGH A CENTRAL ANGLE OF 16°57'53", AN ARC LENGTH OF 99.14 FEET; THENCE
SOUTH 60°04'36" WEST, 194.32 FEET TO THE POINT OF TERMINUS.
TOGETHER WITH, A 15.00 FOOT WIDE STRIP OF LAND LYING 7.50 FEET ON EACH
SIDE OF THE FOLLOWING DESCRIBED CENTERLINE:
BEGINNING AT THE ABOVE DESCRIBED POINT "A"; THENCE SOUTH 09°32'34" EAST,
31.67 FEET TO THE POINT OF TERMINUS.
ALL SIDELINES OF DESCRIBED EASEMENT ARE TO BE SHORTENED OR
LENGTHENED TO FORM ONE CONTIGUOUS PARCEL.
15' ACCESS / UTILITY EASEMENT 1 LEGAL DESCRIPTION: 
A 15.00 FOOT WIDE STRIP OF LAND BEING IN TRACT NO. 39, TOWNSHIP 6 NORTH, RANGE 9 EAST OF THE GILA AND SALT
RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA, ACCORDING TO THE GENERAL LAND OFFICE PLAT DATED
JANUARY 3, 1937 AND FILED IN THE UNITED STATES LAND OFFICE, LYING 7.50 FEET ON EACH SIDE OF THE FOLLOWING
DESCRIBED CENTERLINE;
COMMENCING AT A REBAR WHICH IS ALSO THE THE SOUTHWEST CORNER OF SAID TRACT NO. 39; THENCE ALONG THE
WEST BOUNDARY LINE OF SAID TRACT NORTH 02°13'11" WEST, 121.35 FEET TO THE POINT OF BEGINNING;
THENCE DEPARTING SAID BOUNDARY LINE SOUTH 62°27'35" EAST, 52.10 FEET; THENCE SOUTH 82°32'05" EAST, 86.72
FEET; THENCE SOUTH 89°26'14" EAST, 136.46 FEET; THENCE SOUTH 81°25'32" EAST, 47.04 FEET; THENCE SOUTH 89°17'09"
EAST, 101.41 FEET; THENCE NORTH 65°30'43" EAST, 26.09 FEET; THENCE NORTH 40°27'31" EAST, 51.78 FEET; THENCE
NORTH 52°26'17" EAST, 25.38 FEET; THENCE SOUTH 87°21'37" EAST, 29.43 FEET; THENCE NORTH 72°50'02" EAST, 21.08
FEET; THENCE SOUTH 89°19'35" EAST, 28.54 FEET; THENCE NORTH 84°45'51" EAST, 42.27 FEET; THENCE SOUTH 79°11'04"
EAST, 22.03 FEET; THENCE SOUTH 81°53'50" EAST, 11.78 FEET; THENCE NORTH 55°08'16" EAST, 24.23 FEET; THENCE
NORTH 07°44'11" EAST, 55.47 FEET; THENCE NORTH 00°00'00" EAST, 93.46 FEET
ALL SIDELINES OF DESCRIBED EASEMENT ARE TO BE SHORTENED OR LENGTHENED TO FORM ONE CONTIGUOUS
PARCEL.
15' ACCESS / UTILITY EASEMENT 2 LEGAL DESCRIPTION: 
3
12/09/22
ADD EASEMENT

X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
X
X
X
X
X
X
3468
3466
3464
3462
3460
3458
3456
3452
3450
3452
3454
3456
3458
3453
3451
3447
3445
3443
3441
3439
3437
3435
3433
3433
3435
3434
3432
3430
3428
3427
3425
3429
3445
3440
3450
3435
(E) STRUCTURE
(E) STRUCTURE
(E) STRUCTURE
(E) STRUCTURE
(E) FENCE
(E) FENCE
(E) FENCE
(E) FENCE
(E) GATE
(E) GATE
(E) PARCEL LINE
(E) PARCEL LINE
(E) PARCEL LINE
(E) PARCEL LINE
(E) PARCEL LINE
(E) EDGE OF DIRT ROAD
NATURAL
GROUND
NATURAL
GROUND
NATURAL
GROUND
NATURAL
GROUND
NATURAL
GROUND
PROPOSED TOWER
CENTER OF GEODETIC COORDINATES
LAT.= 33° 51' 50.701" NORTH
33.864084 NORTH
LON.= 111° 28' 08.487" WEST
111.469024 WEST
ELEV. @ GROUND = 3429.5'
    3430.8 NG
    3428.8 NG
    3426.5 NG
    3424.5 NG
    3426.9 NG
    3451.5 EDR
    3454.5 EDR
    3457.5 EDR
    3433.2 EDR
    3432.5 EDR
    3431.7 EDR
    3467.9 BLDG
(E) 30' INGRESS / EGRESS
EASEMENT
11
(E) WELL
N89° 36' 55"E
640.20'
N80° 59' 44"E
426.00'
N80° 59' 44"E
173.95'
S0° 26' 29"E  334.85'
N89° 36' 55"E
180.10'
N1° 03' 31"E
308.88'
    3439.7 FNCE
    3444.1 FNCE
    3440.4 FNCE
    3447.2 FNCE
    3434.7 FNCE
    3441.3 FNCE
    3442.6 FNCE
    3458.1 FNCE
    3457.7 FNCE
    3445.8 FNCE
    3449.1 FNCE
3439
X
X
X
X
X
X
X
(E) TOP OF CONTOUR
(E) TOE OF CONTOUR
3432
3431
3430
3429
3428
3427
3426
3425
3424
3423
3422
3422
3421
3420
3419
3418
3421
    3421.9 NG
    3420.7 NG
    3420.2 NG
    3421.7 NG
    3420.0 NG
    3426.1 NG
    3423.5 EDR
    3423.4 EDR
    3425.8 EDR
(E) STRUCTURE
P.O.B. LEASE AREA
P.O.B. 15' ACCESS / UTILITY
EASEMENT 1
N90° 00' 00"W
141.96'
N0° 00' 00"E
213.65'
N9° 00' 16"W
32.40'
S80° 21' 02"W
64.97'
S80° 21' 02"W
441.62'
(N) 15' ACCESS / UTILITY
EASEMENT
(N) LEASE AREA
N90° 00' 00"E
35.79'
N80° 59' 44"E
84.73'
N80° 59' 44"E
57.16'
POINT "A"
S9° 32' 34"E
31.67'
90.09'
235.87'
S89° 17' 09"E
101.41'
N65° 30' 43"E
26.09'
N40° 27' 31"E
51.78'
N52° 26' 17"E
25.38'
S87° 21' 37"E
29.43'
N72° 50' 02"E
21.08'
S89° 19' 35"E
28.54'
N84° 45' 51"E
42.27'
S79° 11' 04"E
22.03'
S81° 53' 50"E
11.78'
N55° 08' 16"E
24.23'
N7° 44' 11"E
55.47'
N0° 00' 00"E
93.46'
(N) 15' ACCESS/UTILITY EASEMENT 2
LEGEND
ALUMINUM CAP FLUSH
REBAR
LIGHT POST
SANITARY SEWER CLEANOUT
SCHEDULE B TRIANGLE
SCHEDULE B HEX
#
RIGHT-OF-WAY LINE
CHAIN LINK FENCE
PROPERTY LINE
PROPERTY LINE (OTHER)
SPOT ELEVATION
WIRE OR BARBED WIRE FENCE
U/G ELECTRIC LINE
X
X
UGE
UGE
POSITION OF GEODETIC COORDINATES
2
    5280.00 NG
WATER LINE
W
W
W
POINT OF BEGINNING
POINT OF COMMENCEMENT
POB
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RYAN L.
FIDLER
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11/02/22
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.
CEF / TLG
RDG
RLF
3
14003069
AZ5 BUSHNELL 
42850 N BEELINE HIGHWAY
SUNFLOWER, AZ 85263
SURVEY DETAIL
LS-2
jsultzbach@com-serv.com
jsultzbach@com-serv.com
NORTH
1
11/03/22
REVISION
2
11/17/22
FINAL
PROJECT AREA
87
SRV RD 22
FR22
3
12/09/22
ADD EASEMENT

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RYAN L.
FIDLER
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11/02/22
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.
CEF / TLG
RDG
RLF
3
14003069
AZ5 BUSHNELL 
42850 N BEELINE HIGHWAY
SUNFLOWER, AZ 85263
LESSORS LEGAL DESCRIPTION
LS-3
jsultzbach@com-serv.com
jsultzbach@com-serv.com
1
11/03/22
REVISION
2
11/17/22
FINAL
PARCEL ONE:
A PARCEL OF LAND LOCATED IN MARICOPA COUNTY, ARIZONA, WHICH IS A PART OF
TRACT NO. 39, TOWNSHIP 6 NORTH, RANGE 9 EAST OF THE GILA AND SALT RIVER BASE
AND MERIDIAN, ACCORDING TO THE GENERAL LAND OFFICE PLAT, DATED JANUARY 30,
1937, AND FILED IN THE UNITED STATES LAND OFFICE, AND MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE COMMON SECTION CORNER OF SECTIONS 7, 8, 17 AND 18,
TOWNSHIP 6 NORTH, RANGE 9 EAST, GILA AND SALT RIVER BASE AND MERIDIAN,
MARICOPA COUNTY, ARIZONA; THENCE SOUTHERLY ON THE COMMON LINE OF ABOVE
SECTIONS 17 AND 18, SOUTH 0° 03' EAST (ASSUMED BEARING), A
DISTANCE OF 1739.75 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING ALONG SAID COMMON SECTION LINE SOUTH 0° 03' EAST, A
DISTANCE OF 811.15 FEET; THENCE NORTH 89° 47' EAST, A DISTANCE OF
APPROXIMATELY 180.15 FEET; THENCE NORTH 01° 33' WEST, A DISTANCE
OF 466.69 FEET; THENCE NORTH 89° 47' EAST, A DISTANCE OF 466.69 FEET;
THENCE NORTH 01° 33' WEST, A DISTANCE OF APPROXIMATELY 509.33 FEET; THENCE
SOUTH 89° 47' WEST, A DISTANCE OF APPROXIMATELY 557.00 FEET, TO THE EASTERLY
RIGHT-OF-WAY LINE AS DESCRIBED IN BOOK 9, PAGE 36,
MARICOPA COUNTY ROAD MAPS, MARICOPA COUNTY, ARIZONA; THENCE IN A
SOUTHWESTERLY DIRECTION ALONG SAID RIGHT-OF-WAY LINE ON A CONCAVE
NORTHWESTERLY CURVE A DISTANCE OF APPROXIMATELY 190.00 FEET TO THE TRUE
POINT OF BEGINNING;
EXCEPT THAT PORTION LYING SOUTH OF THE FOLLOWING DESCRIBED LINE:
BEGINNING AT THE SOUTHWEST CORNER OF TRACT NO. 39, TOWNSHIP 6 NORTH,
RANGE 9 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY,
ARIZONA, ACCORDING TO THE GENERAL LAND OFFICE PLAT DATED
JANUARY 3, 1937 AND FILED IN THE UNITED STATES LAND OFFICE; THENCE NORTH 2° 12'
WEST, A DISTANCE OF 130 FEET TO THE POINT OF BEGINNING; THENCE NORTH 62° 54'
EAST, A DISTANCE OF 258 FEET; THENCE NORTH 80° 45' EAST, A DISTANCE OF 600.33
FEET TO THE POINT OF TERMINUS.
LESS AND EXCEPT THE FOLLOWING DESCRIBED TRACT:
THAT PORTION OF TRACT 39, TOWNSHIP 6 NORTH, RANGE 9 EAST, GILA AND SALT
RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, DESCRIBED AS FOLLOWS:
COMMENCING AT CORNER NO. 6 OF SAID TRACT 39, FROM WHICH ARIZONA
DEPARTMENT OF TRANSPORTATION CONTROL POINT NO 3901 BEARS NORTH 48°18'52"
EAST; THENCE ALONG THE WEST LINE OF SAID TRACT 39, NORTH 2°27'55" WEST 142.39
FEET TO THE EXISTING SOUTHEASTERLY RIGHT OF WAY LINE OF STATE ROUTE 87
(MESA - PAYSON HIGHWAY); THENCE ALONG SAID RIGHT OF WAY LINE, NORTH 44°08'06"
EAST 284.04 FEET TO THE POINT OF BEGINNING; THENCE
CONTINUING ALONG SAID RIGHT OF WAY LINE, NORTH 44°08'06" EAST 396.09 FEET;
THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE BEING A SPIRAL CURVE TO THE
LEFT, HAVING AN "A" = 1.51, A LENGTH OF 186.13 FEET; THENCE FROM A LOCAL
TANGENT BEARING OF NORTH 41°34'21" EAST CONTINUING ALONG SAID RIGHT OF WAY
LINE BEING A CURVE TO THE LEFT, HAVING A RADIUS OF 2183.48 FEET, A LENGTH OF
1319.23 FEET; THENCE NORTH 39°18'13" EAST 143.13 FEET TO THE EAST LINE OF SAID
TRACT 39; THENCE ALONG SAID EAST LINE, SOUTH 1°57'51" EAST 659.51 FEET; THENCE
SOUTH 39"18'13" WEST 179.77 FEET; THENCE ALONG A CURVE TO THE RIGHT, HAVING A
RADIUS OF 7759.44 FEET, A LENGTH OF 201.51 FEET; THENCE SOUTH 48°50'31" WEST
153.47 FEET; THENCE FROM A LOCAL TANGENT BEARING OF SOUTH 41°55'00" WEST
ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 7739.44 FEET, A LENGTH OF
684.76 FEET; THENCE SOUTH 46°59'10" WEST 274.09 FEET;
THENCE NORTH 46°00'50" WEST 20.97 FEET TO THE POINT OF BEGINNING.
EXCEPT THEREFROM, THAT PORTION WHICH LIES WITHIN THE PROPERTY DESCRIBED
AS FOLLOWS:
A FIVE ACRE TRACT OF LAND LOCATED IN TRACT 39, TOWNSHIP 6 NORTH, RANGE 9
EAST, GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE EASTERLY RIGHT OF WAY LINE OF THE MESA - PAYSON
HIGHWAY AS IT EXISTED ON JULY 4, 1972, WHICH POINT IS AT THE WOODEN POST AT
THE WESTERLY SIDE OF THE CATTLE GUARD OVER THE ROAD
LEADING SOUTHERLY TO THE SUNFLOWER STORE, WHICH POINT IS ALSO 100 FEET
RIGHT OF THE ARIZONA HIGHWAY DEPARTMENT ENGINEER'S STATION 2503+20;
THENCE EASTERLY, ALONG A LINE PARALLEL TO (SIC] THE NORTH LINE OF SECTION 17,
TO THE EAST LINE OF TRACT 39, TOWNSHIP 6 NORTH, RANGE 9 EAST, GILA AND SALT
RIVER MERIDIAN, ACCORDING TO THE GENERAL LAND OFFICE PLAT DATED JANUARY
30, 1937, AND FILED IN THE U.S. LAND OFFICE, PHOENIX, ARIZONA, FOR AN ESTIMATED
DISTANCE OF 130 FEET MORE OR LESS; THENCE SOUTHERLY, ALONG THE EAST LINE
OF SAID TRACT 39, AN ESTIMATED DISTANCE OF 850 FEET, MORE OR LESS, TO A POINT
SUFFICIENTLY SUCH [SIC] THAT A LINE RUNNING WESTERLY PARALLEL TO [SIC] THE
NORTH LINE OF AFOREMENTIONED SECTION 17, INTERSECTING THE EASTERLY 100
FOOT RIGHT OF WAY OF THE AFOREMENTIONED
MESA - PAYSON HIGHWAY (ESTIMATE(' TO BE 400 FEET), AND NORTHEASTERLY, ALONG
THE HIGHWAY RIGHT OF WAY LINE, TO THE POINT OF BEGINNING WILL ENCOMPASS AN
AREA OF FIVE AND NO ONE-THOUSANDTHS ACRES,
NOTWITHSTANDING THE STATED ESTIMATED DISTANCES; THENCE WEST, PARALLEL TO
[SIC] THE NORTH LINE OF SAID SECTION 17, TO THE SAID EAST RIGHT OF WAY LINE OF
THE MESA - PAYSON HIGHWAY; THENCE NORTHEASTERLY, ALONG SAID EAST RIGHT OF
WAY LINE, TO THE POINT OF BEGINNING.
PARCEL TWO:
A PART OF TRACT 39,, TOWNSHIP 6 NORTH, RANGE 5 EAST OF THE GILA AND SALT
RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA, ACCORDING TO THE
GENERAL LAND OFFICE PLAT, DATED JANUARY 30, 1937, AND FILED IN THE UNITED
STATES LAND OFFICE.
BEGINNING AT THE COMMON SECTION CORNER OF SECTIONS 7, 8, 17 AND 18,
TOWNSHIP 6 NORTH, RANGE 9 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN,
MARICOPA COUNTY, ARIZONA; THENCE SOUTHERLY ON THE COMMON LINE OF ABOVE
SECTIONS 17 AND 18, SOUTH 0° 03' EAST (ASSUMED BEARING), A
DISTANCE OF 1739.75 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING ALONG SAID COMMON SECTION LINE SOUTH 0° 03' EAST, A
DISTANCE OF 811.15 FEET; THENCE SOUTH 89° 47' WEST, A DISTANCE OF 640.16 FEET;
THENCE NORTH 2° 12' WEST, A DISTANCE OF 146.16 FEET TO THE RIGHT OF WAY LINE
AS DESCRIBED IN BOOK 9, PAGE 36, MARICOPA COUNTY ROAD MAPS, MARICOPA
COUNTY, ARIZONA; THENCE ALONG SAID RIGHT OF WAY LINE NORTH 44° 24' EAST, A
DISTANCE OF 682.29 FEET TO A SPIRAL CURVE, SAID SPIRAL CURVE BEING CONCAVE
NORTHWESTERLY AND HAVING A TANGENT BEARING OF NORTH 44° 24' EAST, AN
INTERIOR ANGLE OF 2° 30', A RATE OF CHANGE OF 1.442; THENCE CONTINUING ALONG
SAID RIGHT OF WAY LINE, A CURVE DISTANCE OF 186.19 FEET TO A POINT OF
COMPOUND CURVATURE WITH A CURVE CONCAVE NORTHWESTERLY AND HAVING A
RADIUS OF 2183.48 FEET; THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE
NORTHEASTERLY ALONG SAID LAST-MENTIONED CURVE THROUGH A CENTRAL ANGLE
OF 1° 34' 19", A CURVE DISTANCE OF 59.91 FEET TO THE TRUE POINT OF BEGINNING;
EXCEPT THAT PORTION LYING SOUTH OF THE FOLLOWING DESCRIBED LINE:
BEGINNING AT THE SOUTHWEST CORNER OF TRACT NO. 39, TOWNSHIP 6 NORTH,
RANGE 9 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY,
ARIZONA, ACCORDING TO THE GENERAL LAND OFFICE PLAT DATED
JANUARY 3, 1937 AND FILED IN THE UNITED STATES LAND OFFICE; THENCE NORTH 2° 12'
WEST, A DISTANCE OF 130 FEET TO THE POINT OF BEGINNING; THENCE NORTH 62° 54'
EAST, A DISTANCE OF 258 FEET; THENCE NORTH 80° 45' EAST, A DISTANCE OF 600.33
FEET TO THE POINT OF TERMINUS.
LESS AND EXCEPT THE FOLLOWING DESCRIBED TRACT:
THAT PORTION OF TRACT 39, TOWNSHIP 6 NORTH, RANGE 9 EAST, GILA AND SALT
RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, DESCRIBED AS FOLLOWS:
COMMENCING AT CORNER NO. 6 OF SAID TRACT 39, FROM WHICH ARIZONA
DEPARTMENT OF TRANSPORTATION CONTROL POINT NO. 3901 BEARS NORTH 48°18'52"
EAST; THENCE ALONG THE WEST LINE OF SAID TRACT 39, NORTH 2°27'55” WEST 142.39
FEET TO THE EXISTING SOUTHEASTERLY RIGHT OF WAY LINE OF STATE ROUTE 87
(MESA - PAYSON HIGHWAY); THENCE ALONG SAID RIGHT OF WAY LINE, NORTH 44°08'06"
EAST 284.04 FEET TO THE POINT OF BEGINNING; THENCE
CONTINUING ALONG SAID RIGHT OF WAY LINE, NORTH 44°08'06" EAST 396.09 FEET
THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE BEING A SPIRAL CURVE TO THE
LEFT, HAVING AN "A" = 1.51, A LENGTH OF 186.13 FEET; THENCE FROM A LOCAL
TANGENT BEARING OF NORTH 41°34'21" EAST CONTINUING ALONG SAID RIGHT OF WAY
LINE BEING A CURVE TO THE LEFT, HAVING A RADIUS OF 218148 FEET, A LENGTH OF
1319.23 FEET; THENCE NORTH 39°18'13" EAST 143.13 FEET TO THE EAST LINE OF SAID
TRACT 39; THENCE ALONG SAID EAST LINE, SOUTH 1°57'51” EAST 659.51 FEET; THENCE
SOUTH 39"18'13" WEST 179.77 FEET; THENCE ALONG A CURVE TO THE RIGHT, HAVING A
RADIUS OF 7759.44 FEET, A LENGTH OF 201.51 FEET; THENCE SOUTH 48°50'31" WEST
153.47 FEET; THENCE FROM A LOCAL TANGENT BEARING OF SOUTH 41°55'00” WEST
ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 7739.44 FEET, A LENGTH OF 201.51
FEET; THENCE SOUTH 48°50’31” WEST 153.47 FEET;
THENCE FROM A LOCAL TANGENT BEARING OF SOUTH 41°55’00” WEST ALONG A CURVE
TO THE RIGHT, HAVING A RADIUS OF 7739.44 FEET, A LENGTH OF 684.76 FEET;
THENCE SOUTH 46°59’10” WEST 274.09 FEET; THENCE NORTH 46°00’50” WEST 20.97 FEET
TO THE POINT OF BEGINNING.
EXCEPT THEREFROM, THAT PORTION WHICH LIES WITHIN THE PROPERTY DESCRIBED
AS FOLLOWS:
A FIVE ACRE TRACT OF LAND LOCATED IN TRACT 39, TOWNSHIP 6 NORTH, RANGE 9
EAST, GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE EASTERLY RIGHT OF WAY LINE OF THE MESA - PAYSON
HIGHWAY AS IT EXISTED ON JULY 4, 1972, WHICH POINT IS AT THE WOODEN POST AT
THE WESTERLY SIDE OF THE CATTLE GUARD OVER THE ROAD LEADING SOUTHERLY TO
THE SUNFLOWER STORE, WHICH POINT IS ALSO 100 FEET RIGHT OF THE ARIZONA
HIGHWAY DEPARTMENT ENGINEER'S STATION 2503+20; THENCE EASTERLY, ALONG A
LINE PARALLEL TO [SIC] THE NORTH LINE OF SECTION 17, TO THE EAST LINE OF TRACT
39, TOWNSHIP 6 NORTH, RANGE 9 EAST, GILA AND SALT RIVER MERIDIAN, ACCORDING
TO THE GENERAL LAND OFFICE PLAT DATED JANUARY 30, 1937, AND FILED IN THE U.S.
LAND OFFICE, PHOENIX, ARIZONA, FOR AN ESTIMATED DISTANCE OF 130 FEET MORE
OR LESS; THENCE SOUTHERLY, ALONG THE EAST LINE OF SAID TRACT 39, AN
ESTIMATED DISTANCE OF 850 FEET, MORE OR LESS, TO A POINT SUFFICIENTLY SUCH
[SIC] THAT A LINE RUNNING WESTERLY PARALLEL TO [SIC] THE NORTH LINE OF
AFOREMENTIONED SECTION 17, INTERSECTING THE EASTERLY 100 FOOT RIGHT OF
WAY OF THE AFOREMENTIONED
MESA - PAYSON HIGHWAY (ESTIMATED TO BE 400 FEET), AND NORTHEASTERLY, ALONG
THE HIGHWAY RIGHT OF WAY LINE, TO THE POINT OF BEGINNING WILL ENCOMPASS AN
AREA OF FIVE AND NO ONE-THOUSANDTHS ACRES,
NOTWITHSTANDING THE STATED ESTIMATED DISTANCES; THENCE WEST, PARALLEL TO
[SIC] THE NORTH LINE OF SAID SECTION 17, TO THE EAST RIGHT OF WAY LINE OF THE
MESA - PAYSON HIGHWAY; THENCE NORTHEASTERLY, ALONG SAID EAST RIGHT OF
WAY LINE, TO THE POINT OF BEGINNING.
TAX ID: 219-05-003L AND 219-05-003N
BEING THE SAME PROPERTY CONVEYED TO THE CIRCLE BAR RANCH GENERAL
PARTNERSHIP, AN ARIZONA GENERAL PARTNERSHIP, GRANTEE, FROM JOHN A.
WHITNEY, III, AN UNMARRIED MAN, WHO ACQUIRED TITLE AS A MARRIED MAN
AS HIS SOLE AND SEPARATE PROPERTY, GRANTOR, BY QUIT CLAIM DEED RECORDED
11/17/1998, AS DOCUMENT NO. 98- 1035670, OF THE MARICOPA COUNTY RECORDS.
BEING THE SAME PROPERTY CONVEYED TO THE CIRCLE BAR RANCH GENERAL
PARTNERSHIP, AN ARIZONA GENERAL PARTNERSHIP, GRANTEE, FROM JO ANNE S.
WHITNEY, PERSONAL REPRESENTATIVE OF THE ESTATE OF JOHN A. WHITNEY, JR.,
DECEASED, WHO ACQUIRED TITLE AS J. A. WHITNEY, JR., A MARRIED MAN AS HIS SOLE
AND SEPARATE PROPERTY, GRANTOR, BY QUIT CLAIM DEED RECORDED 11/17/1998, AS
DOCUMENT NO. 98-1035669, OF THE MARICOPA COUNTY RECORDS.
LESSOR'S LEGAL DESCRIPTION: : TITLE ORDER 01-22048158-01T
APN: 219-05-003M & 219-05-003P
3
12/09/22
ADD EASEMENT

A-1
SITE PLAN
ISSUE STATUS:
BUSHNELL
PROPRIETARY INFORMATION
THE INFORMATION CONTAINED IN THIS SET OF
DRAWINGS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THIS PROJECT IS STRICTLY
PROHIBITED WITHOUT THE WRITTEN CONSENT
OF P+S CONSULTING LLC
SITE NAME & ADDRESS:
42850 N BEELINE HWY
SUNFLOWER, AZ 85263
P.O. BOX  50039
Phoenix, Arizona 85076
PHONE: 602-403-8614
www.ise-inc.biz
ISE Incorporated
Structural Engineers
1
1/16"=1'-0"
A-3
1
OVERALL SITE PLAN
A-3
2
NORTH
A-2
1
APN: 219-05-003M
ZONING: C-2
APN: 219-05-003P
ZONING: RU-43
USE: BUSINESS/STORAGE
APN: 219-05-003N
ZONING: RU-43
APN: 219-05-003L
ZONING: RU-43
APN: 219-05-003C
ZONING: C-2
US HIGHWAY 87
N BEELINE HIGHWAY
2'
0'
16'
4'
6'
8'
10'
12'
14'
16'

A-2
ENLARGED SITE
PLAN &
ANTENNA PLAN
ISSUE STATUS:
BUSHNELL
PROPRIETARY INFORMATION
THE INFORMATION CONTAINED IN THIS SET OF
DRAWINGS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THIS PROJECT IS STRICTLY
PROHIBITED WITHOUT THE WRITTEN CONSENT
OF P+S CONSULTING LLC
SITE NAME & ADDRESS:
42850 N BEELINE HWY
SUNFLOWER, AZ 85263
P.O. BOX  50039
Phoenix, Arizona 85076
PHONE: 602-403-8614
www.ise-inc.biz
ISE Incorporated
Structural Engineers
ENLARGED
SITE PLAN
NORTH
1/8"=1'-0"
1
1'
0'
8'
2'
3'
4'
5'
6'
7'
8'

A-3
ELEVATIONS
ISSUE STATUS:
BUSHNELL
PROPRIETARY INFORMATION
THE INFORMATION CONTAINED IN THIS SET OF
DRAWINGS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THIS PROJECT IS STRICTLY
PROHIBITED WITHOUT THE WRITTEN CONSENT
OF P+S CONSULTING LLC
SITE NAME & ADDRESS:
42850 N BEELINE HWY
SUNFLOWER, AZ 85263
P.O. BOX  50039
Phoenix, Arizona 85076
PHONE: 602-403-8614
www.ise-inc.biz
ISE Incorporated
Structural Engineers
1
1/8"=1'-0"
EAST ELEVATION
2
1/8"=1'-0"
SOUTH ELEVATION
1'
0'
8'
2'
3'
4'
5'
6'
7'
8'
1'
0'
8'
2'
3'
4'
5'
6'
7'
8'

Narrative Report: DW Tower, LLC. Site 
Case Number: Z2023008 Revision Date: 03/20/2023
Site Name: AZ5_BUSHNELL_PERM 
Parcel Number: 219-05-003P 
Site Address: 42850 N BEELINE HWY SUNFLOWER, AZ 85263 
Site Coordinates: 
33° 51' 50.701" N, 111° 28' 08.487" W 
33.864084, -111.469024 
Pre-App #: PA2022216 
General Location: 
Closest town is Sunflower, AZ. Turn left onto E Whitney Ln. Continue for approx. 490 ft. Turn right 
onto N Beeline Hwy. Continue for approx. .6 miles. Turn left onto N Sunflower Rd/Sunflower 
Frontage Rd. Continue to destination. 
Vicinity Map: 
Z2023008 RCVD 3/22/23

Purpose of Request: 
DW Tower, LLC is committed to improving coverage and expanding telecommunications 
network capacity to meet customer demand throughout Maricopa County. SUP application is 
for the purpose of DW Tower, LLC proposing to install a new 197' Self Support Tower with 
associated equipment, in a leased 134’ x 140’ area, on Parcel 219-05-003P. The tower is within 
this parcel, and will be located at 33° 51' 50.701" N, -111° 28' 08.487" W on the Northwest end 
of the parcel. The owners of the parcel, Sunflower Towing and Recovery LLC, have approved 
the installation of the new cell tower. Shannon McCrea, as the applicant, will be submitting all 
required documents on behalf of DW Tower, LLC. 
Description of Proposal: 
This will be a new Wireless Telecommunications Facility. DW Tower, LLC proposes to install a 
new 197' Self Support Tower with associated equipment, in a 134’ x 140’ area, surrounded by a 
6' high Chain Link Fence compound, with utility and access easements as seen in the attached 
drawings.  The tower is within this parcel, and will be located at 33° 51' 50.701" N, -111° 28' 
08.487" W on the Northwest end of the parcel. 
Relationship to Surrounding Properties: 
This wireless facility will provide residents, visitors, and businesses with high quality reliable 
wireless service for both personal and business purposes but also most importantly enhances 
emergency services, which is vital to the safety of the surrounding community. 
Location and Accessibility: 
To access site location at 33° 51' 50.701" N, -111° 28' 08.487" W, take a left turn from N 
Beeline HWY onto Sunflower Frontage Rd at mile-marker 218 onto a private ingress easement. 
Continue down unpaved Sunflower Frontage Rd for approximately 939.33 ft. and make slight 
right turn to arrive at destination. There is adequate access for technicians and parking is 
available on gravel at site location. 
Access Point: 
Site Location

Circulation System: 
Sunflower Frontage Rd and site location at 33° 51' 50.701" N, -111° 28' 08.487" W is on a 
unpaved, gravel private ingress easement. There are no paved parking spaces for 
technicians, however, parking is available on existing gravel easement. There are no plans 
for any driveway improvements or pavement installation. The private ingress easement 
does not provide access to other nearby site, is not dedicated, and no patent easements 
surround the property. 
Development Schedule: 
The wireless cell tower will operate year-round, seven (7) days per week 24 hours a day. 
Occupancy type is unmanned. Maintenance crew will service cell tower as needed. N/A 
for parking spaces or ADA parking. There are no paved parking spaces for technicians, 
however, parking is available on existing gravel easement. The estimated construction and 
site improvements timeline for this site once all zoning and permits are approved is 120 
days. Building permits will be requested once zoning and permits have been approved. 
Building permits will be required for DW Tower, LLC installation of a new 197' Self Support 
Tower with associated equipment, in a leased 134’ x 140’ area. This wireless facility will be 
upgraded periodically as network needs change often. 
Community Facilities and Services: 
•
Bushnell Tanks Trailhead
•
Haught Horses and Livestock
•
Kitty Joe Canyon
•
Sycamore Creek
Public Utilities and Services: 
• Water - N/A
• Sewer – AZ Dept of Transportation
o No sewer will be provided to the site
• Police – Maricopa County Sheriff's Office
• Fire Services –Fort Mcdowell Yavapai Nation Fire Department will respond in case of emergency

Shannon McCrea 
Project Manager 
14301 N. 87th Street #105 
Scottsdale, AZ 85260 
Mobile 707-656-9103 
Email: shannon@state48consulting.com 
1. The proposed height of the WCF is 197'.
2. There are no existing WCFs within a 1,000 feet radius for sites within Rural, Single-Family Residential or 
Multiple-Family zoning districts.
3. There are no existing vertical structures within the WCF’s search area. This includes church spires and 
steeples, light standards, water towers, transmission lines, buildings, or other similar structures.
4. Provide a map showing the service areas which the proposed facility will serve- map on next page.
5. There are no viable options for collocation since there is a severe coverage gap in area.
6. Tower can facilitate co-location with other carriers and may have up to 6 tenants.
7. Site will not involve removal of mature trees or cacti.
8. Compatibility Issues:
a. Setbacks from residential and all property lines include Wireless Communication Facilities shall be 
setback 2 feet from all property lines for each 1 foot in height (including tower and antenna 
attachments but not to include architectural features for stealth design), unless co-locating on a 
building/structure (other than a wireless communication facility tower). Structures that are no 
greater in height than the maximum permitted building height for the respective zoning district 
may be permitted at a minimum 3 foot setback but shall not be located within a required front 
yard.
b. There are no setbacks from uses/structures on adjacent property.
c. Setbacks from public and private streets or access easements include roadways and all related 
hillside disturbance shall be contained within dedicated rights-of-way, subdivision private street 
tracts, or easements. Roadways within easements are included in the maximum gross lot 
disturbance (sq. ft.).
d. There are no future additional appurtenances or expansion plans at this time.
e. This is new 197' Self Support Tower with associated equipment, in a 134’ x 140’ area, surrounded 
by a 6' high Chain Link Fence compound, with utility and access easements as seen in the attached 
drawings. The color of a wireless communication facility shall be compatible with the surrounding 
environment. Exposed portions of the tower structure shall be non-reflective.
f. There are no surrounding non-residential uses.
9. A stealth design is not necessary and is not being proposed for the following reasons:
a. There is not a stealth design that would blend in with surrounding vegetation/landscaping.
b. Site is in a rural area, not surrounded by residential properties and won't affect surrounding 
property value.
c. A lattice tower design will be utilized to allow for multiple carriers to collocate which will reduce 
the need for other new towers in the area
Additional Requirements:

AZ5_BUSHNELL_PERM Coverage (CL = 190’)

Jim Kary, PE 
Planning & Development 
301 W. Jefferson St., Suite 170 
Phoenix, Arizona 85003 
Phone: (602) 506-8799 
www.maricopa.gov/planning 
Email address: 
jim.kary@maricopa.gov 
Planning & Development 
 
Engineering Plan Review 
 Date:  April 4, 2023  
 
 
Memo To: Darren Gerard, Planning Manager, Planning & Development 
 
Attn: 
Daniel Johnson, Planner, Planning and Development 
 
 
 
From: 
Jim Kary, Plans Examiner Engineer, Planning and Development 
 
cc: 
Michael Norris, P.E., Engineering Manager, Planning and 
Development 
 
Subject:   Z2023008 – New Wireless Telecommunications Facility. DW Tower, 
LLC  
APN(s): 
219-05-003P 
(E2 Memo) 
 
Engineering Review has reviewed the first plan and report routed for review on 
03/22/2023, for the subject application and has the following comments: 
 
DRAINAGE PLAN REVIEW  
 
1. OFFSITE HYDROLOGY 
 
a. The Drainage Report was not included in the first submittal.  Approved 
 
2. ONSITE HYDROLOGY 
 
a. The Drainage Report was not included in the first submittal.  See item 3 for 
correct runoff coefficients for commercial sites. 
 
3. ONSITE RETENTION 
 
a. Provide the required retention volume for the 100 year, 2 hour storm 
event with one (1) foot of freeboard for the SUP area.  
 
b. Provide a runoff coefficient based on Table 6.3 of the Maricopa County 
Drainage Policies and Standards. Use 0.95 for commercial/industrial 
areas and 0.5 for retention basin areas.  Revise the drainage calculations 
to use the County’s required runoff coefficients.

Page 2 of 4 
4. RETENTION DISPOSAL
a. Basins one (1) foot or less in depth need not provide freeboard. Provide
documentation that the retention basin(s) will drain within 36 hours. (MCZO
1205.7.6-2.a & c).
5. CROSS SECTIONS
a. No comments.
6. FINISHED FLOORS (PADS)
a. No comments. No new habitable buildings are proposed.
7. TOPOGRAPHY
a. No comments.
8. FLOODPLAINS
a. The site is not located in a Special Flood Hazard Area. The Flood Control
District has no comments on this application.
9. EROSION SETBACKS
a. This item does not apply to this application.
FLOOD CONTROL DISTRICT REVIEW 
a. This item does not apply to this application.
PND TRANSPORTATION PLAN REVIEW 
1. The site is accessed through a series of easements that comprise Sunflower
Road. Sunflower Road has not been accepted by the County; and is
therefore not maintained by the County.
PND TRANSPORTATION PLAN REVIEW R/W INFORMATION 
1. This item does not apply to this application.

Page 3 of 4 
  
MCDOT COMMENTS 
 
1. The Red Letter process has been started by the applicant. 
 
2. Applicant to notify ADOT of proposal through the Red Letter Process, 
RedLetter@azdot.gov , due to proximity to State Route 87. 
 
3. The above comment does not include identification of utilities or underground 
facilities within or adjacent to the required right-of-way that may have prior 
rights and/or require relocation. 
 
STORM WATER QUALITY REVIEW/INFORMATION 
 
1. The subject site is not located within the County’s Urbanized Area. A Storm 
Water Pollution Prevention Permit (SWPPP) from the County will not be 
required. 
 
The following stipulations will apply: 
 
1. Engineering review of planning and/or zoning cases is for conceptual design 
only. All development and engineering design shall be in conformance with 
Section 1205 of the Maricopa County Zoning Ordinance; Drainage Policies and 
Standards; Floodplain Regulations for Maricopa County; MCDOT Roadway 
Design Manual; and current engineering policies, standards and best practices 
at the time of application for construction. 
 
2. Based on the conceptual design nature of the information submitted, changes 
to the site layout may be necessitated by the final engineering design of the 
site’s drainage infrastructure. 
 
3. Detailed Grading and Drainage (Site Infrastructure) Plans must be submitted 
with the application for Building Permits  
 
Please contact me with any questions. 
 
DRAINAGE PLAN REVIEW REFERENCES:   
 
The Drainage Regulations are listed in Section 1205 of the MCZO: 
https://www.maricopa.gov/documentcenter/view/272  
Maricopa County Drainage Policies and Standards Manual: 
https://www.maricopa.gov/DocumentCenter/Home/View/2369  
For Additional Information See: 
https://www.maricopa.gov/1635/Drainage-Review

Page 4 of 4 
  
FLOOD CONTROL DISTRICT OF MARICOPA COUNTY REFERENCES:   
 
Floodplain Regulations for Maricopa County: 
https://www.maricopa.gov/DocumentCenter/View/630  
For Additional Information See: 
https://www.maricopa.gov/3847/Flood-Control-District  
 
PND TRANSPORTATION REFERENCES: 
 
Residential Driveway Guidelines 
https://www.maricopa.gov/documentcenter/view/362  
Roadway Design Manual 
http://www.mcdot.maricopa.gov/DocumentCenter/View/24883 
Maricopa County Resolution for ROW Permits 
https://www.maricopa.gov/documentcenter/view/364  
For Additional Information See: 
https://www.maricopa.gov/156/MCDOT  
 
PND STORMWATER QUALITY (SWPPP) REFERENCES: 
 
Storm Water Quality Management and Discharge Control Regulation 
https://www.maricopa.gov/DocumentCenter/View/6577 
Air Pollution Control Regulations Rule 310 
https://www.maricopa.gov/DocumentCenter/View/5354  
For Additional Information See: 
https://www.maricopa.gov/3980/Water-Sewage-Stormwater-Waste 
 
Please contact me if you have any questions or require any additional 
information.

1
Daniel Johnson (PND)
From:
Schuster, Gregory - FS, AZ <greg.schuster@usda.gov>
Sent:
Tuesday, March 21, 2023 12:07 PM
To:
Daniel Johnson (PND)
Subject:
RE: [External Email]County Planning Opportunity for Comment: Z2023008
Attachments:
TontoSMSinventoryProcessReport_Final_508Completed.pdf
Follow Up Flag:
Follow up
Flag Status:
Flagged
Doc 2.  Thanks! 
 
Greg Schuster 
Recreation Program Manager 
Forest Service 
Tonto National Forest 
p: 602-225-5200 
c: 480-292-0291 
Greg.Schuster@usda.gov 
2324 E. McDowell Rd. 
Phoenix, AZ 85006 
www.fs.fed.us 
 
 
 
Caring for the land and serving 
people 
 
 
 
 
From: Schuster, Gregory ‐ FS, AZ  
Sent: Tuesday, March 21, 2023 12:02 PM 
To: Daniel Johnson (PND) <Daniel.Johnson@Maricopa.Gov> 
Subject: RE: [External Email]County Planning Opportunity for Comment: Z2023008 
 
Hi Daniel. Thank you for the notice. Here is the response I sent to the consultant. 
 
From: Schuster, Gregory ‐ FS, AZ  
Sent: Thursday, March 16, 2023 5:23 PM 
To: Tiffany Passehl <tiffany@state48consulting.com>; Shannon McCrea <shannon@state48consulting.com>; Alex Crowe 
<alex@state48consulting.com> 
Cc: Quintana, Devin ‐ FS, AZ <devin.quintana@usda.gov>; Mcentarffer, Mark ‐ FS, AZ <mark.mcentarffer@usda.gov>; 
Turner, Ronald ‐ FS, AZ <Ronald.Turner2@usda.gov> 
Subject: RE: [External Email]Area of Interest (CASE NUMBER/NAME: Z2023012 Ranft Lonnie R) 
 
Hi Tiffany,  
 
Thank you for taking my call at the end of the day.  As we discussed, the Tonto National Forest is the 
neighbor to your project site in nearly all directions.  Its natural beauty contributes to quality of life in 
the State, as well as those who live, travel, and recreate along State Highway 87, including the 
Sunflower area.   High levels of recreational use occur in the vicintiy of this project site, including 
motorized recreation on roads and trails as well as non-motorized recreation along the 
congressionally designated Arizona National Scenic Trail.  We recently revised our Scenery

2
Management System for the landscapes we manage, consistent with current revisions to our forest’s 
land management plan.  We anticipate that plan being final in the next 12 months.   
 
As we discussed, the scenic integrity of these public lands in this area are moderate to high.   
 
Page 31 High Existing Scenic Integrity  
High (Appears Unaltered) scenic integrity refers to landscapes where the valued scenic character 
“appears” intact. Deviations may be present but must repeat the form, line, color, texture, and pattern 
common to the scenic character so completely and at such scale that they are not evident (USDA 
Forest Service 1995).  
 
Page 33- Moderate Existing Scenic Integrity  
Moderate (Slightly Altered) scenic integrity refers to landscapes where the valued scenic character 
“appears slightly altered.” Noticeable deviations must remain visually subordinate to the scenic 
character being viewed (USDA Forest Service 1995). 
 
The very high, high, and moderate scenic integrity objectives result in a relatively natural-appearing 
landscape. It is important for National Forests to manage scenery at this level. “Research has shown 
that high-quality scenery, especially that related to natural-appearing forests, enhances people's lives 
and benefits society” (USDA Forest Service 1995, 17). It should also be noted that according to 
“Floyd Newby’s findings that “people expect to see natural or natural-appearing scenery,”” (quoted in 
USDA Forest Service 1995, 2-3). Furthermore, “research shows that there is a high degree of public 
agreement regarding scenic preferences. This research indicates that people value most highly the 
more visually attractive and natural-appearing landscapes” (USDA Forest Service 1995, 30). 
 
Scenic Character Descriptions document 
Page 9 Highway Expansion  
The Tonto NF’s partnership with Arizona Department of Transportation since mid- to late 1980s has 
enhanced scenic quality on highway expansion construction since mitigation measures have assured 
changes to the land-scape sufficiently blend with the surrounding natural landscape. Evidence of the 
successful partnership and bene-fits to the quality of scenery are the two expansion projects that 
have been awarded for their beauty a segment of State Route 87 on the Mesa Ranger District and a 
segment of US Highway 60 leading through Gonzales Pass out-side of Superior on the Globe Ranger 
District (USDA Forest Service 2017). 
 
Page 42- State Route 87 is a main highway providing views of Mount Ord, Mazatzal Wilderness, 
Diamond Mountain, Crabtree Butte, Sycamore Creek, and Red Mountain. Two portions of highway 
that had lane widening improvements won awards for aesthetics.  
 
Thank you in advance for your consideration.  Please let us know if you have questions.   
 
Best, 
Greg Schuster 
 
 
 
Greg Schuster 
Recreation Program Manager 
Forest Service 
Tonto National Forest

PROJECT DESCRIPTION
PROJECT PHOTO
PROJECT DIRECTIONS
VICINITY MAP
PROJECT TEAM
PROJECT INFORMATION
SHEET INDEX




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
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
PROPRIETARY INFORMATION
THE INFORMATION CONTAINED IN THIS SET OF
DRAWINGS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THIS PROJECT IS STRICTLY
PROHIBITED WITHOUT THE WRITTEN CONSENT
OF P+S CONSULTING LLC
SITE NAME & ADDRESS:
42850 N BEELINE HWY
SUNFLOWER, AZ 85263
P.O. BOX  50039
Phoenix, Arizona 85076
PHONE: 602-403-8614
www.ise-inc.biz
ISE Incorporated
Structural Engineers
1
1
SYMBOLS
1
1
NORTH

1
1
1
1
1
1
NORTH

SITE SUMMARY TABLE
UTILITY COMMITMENT TABLE
LEGAL DESCRIPTION
RELATED CASES
Z2023008 
RCVD 
5/15/2023

X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
              (E) R/W LINE
(E) PARCEL LINE
(E) LESSORS
PARCEL LINE
(E) PARCEL LINE
(E) PARCEL LINE
(E) PARCEL LINE
(E) LESSORS PARCEL LINE
S2° 13' 11"E  130.00'
N89° 36' 55"E
640.20'
N89° 36' 55"E
640.20'
N63° 08' 44"E
258.00'
N80° 59' 44"E
426.00'
S0° 26' 29"E  334.85'
N89° 36' 55"E
180.10'
N1° 03' 31"E
308.88'
X
X
X
L=99.14, R=334.82
'=16°57'53"
(N) 15' ACCESS / UTILITY
EASEMENT 1
(P) LEASE AREA
(E) PARCEL LINE
P.O.C.
9
10
121.35'
S62° 27' 35"E
52.10'
S82° 32' 05"E
86.72'
S89° 26' 14"E
136.46'
S81° 25' 32"E
47.04'
(N) 15' ACCESS/UTILITY EASEMENT 2
P.O.B. (N) 15' ACCESS/UTILITY
EASEMENT 2
LEGEND
ALUMINUM CAP FLUSH
REBAR
LIGHT POST
SANITARY SEWER CLEANOUT
SCHEDULE B TRIANGLE
SCHEDULE B HEX
RIGHT-OF-WAY LINE
CHAIN LINK FENCE
PROPERTY LINE
PROPERTY LINE (OTHER)
SPOT ELEVATION
WIRE OR BARBED WIRE FENCE
U/G ELECTRIC LINE
X
X
UGE
UGE
POSITION OF GEODETIC COORDINATES
2
    5280.00 NG
WATER LINE
W
W
W
POINT OF BEGINNING
POINT OF COMMENCEMENT
POB
POC
LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF MARICOPA,
STATE OF ARIZONA, AND IS DESCRIBED AS FOLLOWS:
THAT PORTION OF THE FOLLOWING DESCRIBED PARCEL A LYING SOUTH OF THE
FOLLOWING DESCRIBED LINE: BEGINNING AT THE SOUTHWEST CORNER OF TRACT
NO. 39, TOWNSHIP 6 NORTH, RANGE 9 EAST OF THE GILA AND SALT RIVER BASE AND
MERIDIAN, MARICOPA COUNTY, ARIZONA, ACCORDING TO THE GENERAL LAND
OFFICE PLAT DATED JANUARY 3, 1937 AND FILED IN THE UNITED STATES LAND
OFFICE; THENCE NORTH 02 DEGREES 12 MINUTES WEST, A DISTANCE OF 130 FEET
TO THE POINT BEGINNING;
THENCE NORTH 62 DEGREES 54 MINUTES EAST, A DISTANCE OF 258 FEET;
THENCE NORTH 80 DEGREES 45 MINUTES EAST, A DISTANCE OF 600.33 FEET TO THE
POINT OF TERMINUS.
PARCEL A:
A PART OF TRACT 39, TOWNSHIP 6 NORTH, RANGE 9 EAST OF THE GILA AND SALT
RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA, ACCORDING TO THE
GENERAL LAND OFFICE PLAT DATED JANUARY 30, 1937, AND FILED IN THE UNITED
STATES LAND OFFICE, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE COMMON SECTION CORNER OF SECTIONS 7, 8, 17 AND 18,
TOWNSHIP 6 NORTH, RANGE 9 EAST, OF THE GILA AND SALT RIVER BASE AND
MERIDIAN, MARICOPA COUNTY, ARIZONA;
THENCE SOUTHERLY ON THE COMMON LINE OF ABOVE SECTIONS 17 AND 18, SOUTH
00 DEGREES 03 MINUTES EAST (ASSUMED BEARING), 1739.75 FEET TO THE TRUE
POINT OF BEGINNING; THENCE CONTINUING ALONG SAID COMMON SECTION LINE
SOUTH 00 DEGREES 03 MINUTES EAST, 811.15 FEET; THENCE SOUTH 89 DEGREES 47
MINUTES WEST, 640.16 FEET; THENCE NORTH 02 DEGREES 12 MINUTES WEST, 146.16
FEET TO THE EASTERLY RIGHT-OF-WAY LINE, AS DESCRIBED IN BOOK 9 OF ROAD
MAPS, PAGE 36, RECORDS OF MARICOPA COUNTY, ARIZONA;
THENCE ALONG SAID RIGHT-OF-WAY LINE NORTH 44 DEGREES 24 MINUTES EAST,
682.29 FEET TO A SPIRAL CURVE, SAID SPIRAL CURVE BEING CONCAVE
NORTHWESTERLY AND HAVING A TANGENT BEARING OF NORTH 44 DEGREES 24
SECONDS EAST, AN INTERIOR ANGLE OF 02 DEGREES 30 MINUTES, A RATE OF
CHANCE OF 1.442; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY LINE, A CURVED
DISTANCE OF 186.19 FEET TO A POINT OF COMPOUND CURVATURE WITH A CURVE
CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 2183.48 FEET; THENCE
CONTINUING ALONG SAID RIGHT-OF-WAY LINE NORTHEASTERLY ALONG SAID LAST
MENTIONED CURVE THROUGH A CENTRAL ANGLE OF 01 DEGREES 34 MINUTES 19
SECONDS A CURVED DISTANCE OF 59.91 FEET TO THE
TRUE POINT OF BEGINNING.
LESSOR'S LEGAL DESCRIPTION: : TITLE ORDER 6243644
1.
ELEVATIONS SHOWN HEREON ARE REPRESENTED IN NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD88) ESTABLISHED FROM
GPS DERIVED ELLIPSOID HEIGHTS, APPLYING GEOID 12B 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 10/21/22.
PROJECT META DATA
1.
ALL TITLE INFORMATION IS BASED UPON A COMMITMENT FOR TITLE
INSURANCE PREPARED BY FIRST AMERICAN TITLE AGENCY,     ORDER
NO.: 6243644 EFFECTIVE DATE: 09/09/2022, AND     ORDER NO.:
01-22048158-01T EFFECTIVE DATE: 10/20/2022
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.
SURVEYOR NOTES
0
11/02/22
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.
CEF / TLG
RDG
RLF
3
14003069
AZ5 BUSHNELL 
42850 N BEELINE HIGHWAY
SUNFLOWER, AZ 85263
TOPOGRAPHIC SURVEY
LS-1
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. 04013C0980M DATED 09/18/2020.
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
11. 
AN EASEMENT FOR INGRESS AND EGRESS AND INCIDENTAL PURPOSES
IN THE DOCUMENT RECORDED AS 2006-1485897 OF OFFICIAL RECORDS.
SCHEDULE B EXCEPTIONS: TITLE ORDER 6243644
   
ITEMS 1 THRU 10, 12 & 13 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.
APN: 219-05-003P
1
11/03/22
REVISION
9. 
WARRANTY DEED FOR HIGHWAY PURPOSES IN FAVOR OF THE STATE OF
ARIZONA, BY AND THROUGH ITS DEPARTMENT OF TRANSPORTATION,
RECORDED 05/20/1996, AS DOCUMENT NO. 96-0347878, OF THE MARICOPA
COUNTY RECORDS.
10. WARRANTY DEED FOR HIGHWAY PURPOSES IN FAVOR OF THE STATE OF
ARIZONA, BY AND THROUGH ITS DEPARTMENT OF TRANSPORTATION,
RECORDED 05/20/1996, AS DOCUMENT NO. 96-0347879, OF THE MARICOPA
COUNTY RECORDS.
SCHEDULE B EXCEPTIONS: TITLE ORDER 6243644
   
ITEMS 1-8 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.
87
SRV RD 22
FR22
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FINAL
A PORTION OF TRACT NO. 39, TOWNSHIP 6 NORTH, RANGE 9 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN,
MARICOPA COUNTY, ARIZONA, ACCORDING TO THE GENERAL LAND OFFICE PLAT DATED JANUARY 3, 1937 AND FILED IN THE
UNITED STATES LAND OFFICE;
COMMENCING AT A REBAR WHICH IS ALSO THE THE SOUTHWEST CORNER OF SAID TRACT NO. 39; THENCE NORTH 89°36'55"
EAST, 640.20 FEET; THENCE NORTH 01°03'31" EAST, 90.09 FEET ; THENCE NORTH 90°00'00" EAST, 35.79 FEET TO THE POINT OF
BEGINNING;
THENCE NORTH 00°00'00" EAST, 213.65 FEET; THENCE NORTH 80°59'44" EAST, 84.73 FEET; THENCE CONTINUING NORTH
80°59'44" EAST, 57.16 FEET; THENCE SOUTH 00°26'29" EAST, 235.87 FEET; THENCE NORTH 90°00'00" WEST, 141.96 FEET; TO
THE POINT OF BEGINNING.
CONTAINING 38856 SQUARE FEET OR 0.892 ACRES, MORE OR LESS.
LEASE AREA LEGAL DESCRIPTION: 
A 15.00 FOOT WIDE STRIP OF LAND BEING IN TRACT NO. 39, TOWNSHIP 6 NORTH,
RANGE 9 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA
COUNTY, ARIZONA, ACCORDING TO THE GENERAL LAND OFFICE PLAT DATED
JANUARY 3, 1937 AND FILED IN THE UNITED STATES LAND OFFICE, LYING 7.50 FEET
ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE;
COMMENCING AT A REBAR WHICH IS ALSO THE THE SOUTHWEST CORNER OF SAID
TRACT NO. 39; THENCE NORTH 89°36'55" EAST, 640.20 FEET; THENCE NORTH
01°03'31" EAST, 90.09 FEET ; THENCE NORTH 90°00'00" EAST, 35.79 FEET; THENCE
NORTH 00°00'00" EAST, 213.65 FEET; THENCE NORTH 80°59'44" EAST, 84.73 FEET THE
POINT OF BEGINNING;
THENCE NORTH 09°00'16" WEST, 32.40 FEET; THENCE SOUTH 80°21'02" WEST, 64.97
FEET TO A POINT HEREON REFERRED TO AS POINT "A"; THENCE CONTINUING
SOUTH 80°21'02" WEST, 441.62 FEET TO THE BEGINNING OF A CURVE TO THE LEFT;
THENCE WESTERLY ALONG SAID CURVE HAVING A RADIUS OF 334.82 FEET,
THROUGH A CENTRAL ANGLE OF 16°57'53", AN ARC LENGTH OF 99.14 FEET; THENCE
SOUTH 60°04'36" WEST, 194.32 FEET TO THE POINT OF TERMINUS.
TOGETHER WITH, A 15.00 FOOT WIDE STRIP OF LAND LYING 7.50 FEET ON EACH
SIDE OF THE FOLLOWING DESCRIBED CENTERLINE:
BEGINNING AT THE ABOVE DESCRIBED POINT "A"; THENCE SOUTH 09°32'34" EAST,
31.67 FEET TO THE POINT OF TERMINUS.
ALL SIDELINES OF DESCRIBED EASEMENT ARE TO BE SHORTENED OR
LENGTHENED TO FORM ONE CONTIGUOUS PARCEL.
15' ACCESS / UTILITY EASEMENT 1 LEGAL DESCRIPTION: 
A 15.00 FOOT WIDE STRIP OF LAND BEING IN TRACT NO. 39, TOWNSHIP 6 NORTH, RANGE 9 EAST OF THE GILA AND SALT
RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA, ACCORDING TO THE GENERAL LAND OFFICE PLAT DATED
JANUARY 3, 1937 AND FILED IN THE UNITED STATES LAND OFFICE, LYING 7.50 FEET ON EACH SIDE OF THE FOLLOWING
DESCRIBED CENTERLINE;
COMMENCING AT A REBAR WHICH IS ALSO THE THE SOUTHWEST CORNER OF SAID TRACT NO. 39; THENCE ALONG THE
WEST BOUNDARY LINE OF SAID TRACT NORTH 02°13'11" WEST, 121.35 FEET TO THE POINT OF BEGINNING;
THENCE DEPARTING SAID BOUNDARY LINE SOUTH 62°27'35" EAST, 52.10 FEET; THENCE SOUTH 82°32'05" EAST, 86.72
FEET; THENCE SOUTH 89°26'14" EAST, 136.46 FEET; THENCE SOUTH 81°25'32" EAST, 47.04 FEET; THENCE SOUTH 89°17'09"
EAST, 101.41 FEET; THENCE NORTH 65°30'43" EAST, 26.09 FEET; THENCE NORTH 40°27'31" EAST, 51.78 FEET; THENCE
NORTH 52°26'17" EAST, 25.38 FEET; THENCE SOUTH 87°21'37" EAST, 29.43 FEET; THENCE NORTH 72°50'02" EAST, 21.08
FEET; THENCE SOUTH 89°19'35" EAST, 28.54 FEET; THENCE NORTH 84°45'51" EAST, 42.27 FEET; THENCE SOUTH 79°11'04"
EAST, 22.03 FEET; THENCE SOUTH 81°53'50" EAST, 11.78 FEET; THENCE NORTH 55°08'16" EAST, 24.23 FEET; THENCE
NORTH 07°44'11" EAST, 55.47 FEET; THENCE NORTH 00°00'00" EAST, 93.46 FEET
ALL SIDELINES OF DESCRIBED EASEMENT ARE TO BE SHORTENED OR LENGTHENED TO FORM ONE CONTIGUOUS
PARCEL.
15' ACCESS / UTILITY EASEMENT 2 LEGAL DESCRIPTION: 
3
12/09/22
ADD EASEMENT

X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
X
X
X
X
X
X
3468
3466
3464
3462
3460
3458
3456
3452
3450
3452
3454
3456
3458
3453
3451
3447
3445
3443
3441
3439
3437
3435
3433
3433
3435
3434
3432
3430
3428
3427
3425
3429
3445
3440
3450
3435
(E) STRUCTURE
(E) STRUCTURE
(E) STRUCTURE
(E) STRUCTURE
(E) FENCE
(E) FENCE
(E) FENCE
(E) FENCE
(E) GATE
(E) GATE
(E) PARCEL LINE
(E) PARCEL LINE
(E) PARCEL LINE
(E) PARCEL LINE
(E) PARCEL LINE
(E) EDGE OF DIRT ROAD
NATURAL
GROUND
NATURAL
GROUND
NATURAL
GROUND
NATURAL
GROUND
NATURAL
GROUND
PROPOSED TOWER
CENTER OF GEODETIC COORDINATES
LAT.= 33° 51' 50.701" NORTH
33.864084 NORTH
LON.= 111° 28' 08.487" WEST
111.469024 WEST
ELEV. @ GROUND = 3429.5'
    3430.8 NG
    3428.8 NG
    3426.5 NG
    3424.5 NG
    3426.9 NG
    3451.5 EDR
    3454.5 EDR
    3457.5 EDR
    3433.2 EDR
    3432.5 EDR
    3431.7 EDR
    3467.9 BLDG
(E) 30' INGRESS / EGRESS
EASEMENT
11
(E) WELL
N89° 36' 55"E
640.20'
N80° 59' 44"E
426.00'
N80° 59' 44"E
173.95'
S0° 26' 29"E  334.85'
N89° 36' 55"E
180.10'
N1° 03' 31"E
308.88'
    3439.7 FNCE
    3444.1 FNCE
    3440.4 FNCE
    3447.2 FNCE
    3434.7 FNCE
    3441.3 FNCE
    3442.6 FNCE
    3458.1 FNCE
    3457.7 FNCE
    3445.8 FNCE
    3449.1 FNCE
3439
X
X
X
X
X
X
X
(E) TOP OF CONTOUR
(E) TOE OF CONTOUR
3432
3431
3430
3429
3428
3427
3426
3425
3424
3423
3422
3422
3421
3420
3419
3418
3421
    3421.9 NG
    3420.7 NG
    3420.2 NG
    3421.7 NG
    3420.0 NG
    3426.1 NG
    3423.5 EDR
    3423.4 EDR
    3425.8 EDR
(E) STRUCTURE
P.O.B. LEASE AREA
P.O.B. 15' ACCESS / UTILITY
EASEMENT 1
N90° 00' 00"W
141.96'
N0° 00' 00"E
213.65'
N9° 00' 16"W
32.40'
S80° 21' 02"W
64.97'
S80° 21' 02"W
441.62'
(N) 15' ACCESS / UTILITY
EASEMENT
(N) LEASE AREA
N90° 00' 00"E
35.79'
N80° 59' 44"E
84.73'
N80° 59' 44"E
57.16'
POINT "A"
S9° 32' 34"E
31.67'
90.09'
235.87'
S89° 17' 09"E
101.41'
N65° 30' 43"E
26.09'
N40° 27' 31"E
51.78'
N52° 26' 17"E
25.38'
S87° 21' 37"E
29.43'
N72° 50' 02"E
21.08'
S89° 19' 35"E
28.54'
N84° 45' 51"E
42.27'
S79° 11' 04"E
22.03'
S81° 53' 50"E
11.78'
N55° 08' 16"E
24.23'
N7° 44' 11"E
55.47'
N0° 00' 00"E
93.46'
(N) 15' ACCESS/UTILITY EASEMENT 2
LEGEND
ALUMINUM CAP FLUSH
REBAR
LIGHT POST
SANITARY SEWER CLEANOUT
SCHEDULE B TRIANGLE
SCHEDULE B HEX
RIGHT-OF-WAY LINE
CHAIN LINK FENCE
PROPERTY LINE
PROPERTY LINE (OTHER)
SPOT ELEVATION
WIRE OR BARBED WIRE FENCE
U/G ELECTRIC LINE
X
X
UGE
UGE
POSITION OF GEODETIC COORDINATES
2
    5280.00 NG
WATER LINE
W
W
W
POINT OF BEGINNING
POINT OF COMMENCEMENT
POB
POC
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44007
RYAN L.
FIDLER
0
11/02/22
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.
CEF / TLG
RDG
RLF
3
14003069
AZ5 BUSHNELL 
42850 N BEELINE HIGHWAY
SUNFLOWER, AZ 85263
SURVEY DETAIL
LS-2
NORTH
1
11/03/22
REVISION
2
11/17/22
FINAL
87
SRV RD 22
FR22
3
12/09/22
ADD EASEMENT

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0
11/02/22
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.
CEF / TLG
RDG
RLF
3
14003069
AZ5 BUSHNELL 
42850 N BEELINE HIGHWAY
SUNFLOWER, AZ 85263
LESSORS LEGAL DESCRIPTION
LS-3
1
11/03/22
REVISION
2
11/17/22
FINAL
PARCEL ONE:
A PARCEL OF LAND LOCATED IN MARICOPA COUNTY, ARIZONA, WHICH IS A PART OF
TRACT NO. 39, TOWNSHIP 6 NORTH, RANGE 9 EAST OF THE GILA AND SALT RIVER BASE
AND MERIDIAN, ACCORDING TO THE GENERAL LAND OFFICE PLAT, DATED JANUARY 30,
1937, AND FILED IN THE UNITED STATES LAND OFFICE, AND MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE COMMON SECTION CORNER OF SECTIONS 7, 8, 17 AND 18,
TOWNSHIP 6 NORTH, RANGE 9 EAST, GILA AND SALT RIVER BASE AND MERIDIAN,
MARICOPA COUNTY, ARIZONA; THENCE SOUTHERLY ON THE COMMON LINE OF ABOVE
SECTIONS 17 AND 18, SOUTH 0° 03' EAST (ASSUMED BEARING), A
DISTANCE OF 1739.75 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING ALONG SAID COMMON SECTION LINE SOUTH 0° 03' EAST, A
DISTANCE OF 811.15 FEET; THENCE NORTH 89° 47' EAST, A DISTANCE OF
APPROXIMATELY 180.15 FEET; THENCE NORTH 01° 33' WEST, A DISTANCE
OF 466.69 FEET; THENCE NORTH 89° 47' EAST, A DISTANCE OF 466.69 FEET;
THENCE NORTH 01° 33' WEST, A DISTANCE OF APPROXIMATELY 509.33 FEET; THENCE
SOUTH 89° 47' WEST, A DISTANCE OF APPROXIMATELY 557.00 FEET, TO THE EASTERLY
RIGHT-OF-WAY LINE AS DESCRIBED IN BOOK 9, PAGE 36,
MARICOPA COUNTY ROAD MAPS, MARICOPA COUNTY, ARIZONA; THENCE IN A
SOUTHWESTERLY DIRECTION ALONG SAID RIGHT-OF-WAY LINE ON A CONCAVE
NORTHWESTERLY CURVE A DISTANCE OF APPROXIMATELY 190.00 FEET TO THE TRUE
POINT OF BEGINNING;
EXCEPT THAT PORTION LYING SOUTH OF THE FOLLOWING DESCRIBED LINE:
BEGINNING AT THE SOUTHWEST CORNER OF TRACT NO. 39, TOWNSHIP 6 NORTH,
RANGE 9 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY,
ARIZONA, ACCORDING TO THE GENERAL LAND OFFICE PLAT DATED
JANUARY 3, 1937 AND FILED IN THE UNITED STATES LAND OFFICE; THENCE NORTH 2° 12'
WEST, A DISTANCE OF 130 FEET TO THE POINT OF BEGINNING; THENCE NORTH 62° 54'
EAST, A DISTANCE OF 258 FEET; THENCE NORTH 80° 45' EAST, A DISTANCE OF 600.33
FEET TO THE POINT OF TERMINUS.
LESS AND EXCEPT THE FOLLOWING DESCRIBED TRACT:
THAT PORTION OF TRACT 39, TOWNSHIP 6 NORTH, RANGE 9 EAST, GILA AND SALT
RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, DESCRIBED AS FOLLOWS:
COMMENCING AT CORNER NO. 6 OF SAID TRACT 39, FROM WHICH ARIZONA
DEPARTMENT OF TRANSPORTATION CONTROL POINT NO 3901 BEARS NORTH 48°18'52"
EAST; THENCE ALONG THE WEST LINE OF SAID TRACT 39, NORTH 2°27'55" WEST 142.39
FEET TO THE EXISTING SOUTHEASTERLY RIGHT OF WAY LINE OF STATE ROUTE 87
(MESA - PAYSON HIGHWAY); THENCE ALONG SAID RIGHT OF WAY LINE, NORTH 44°08'06"
EAST 284.04 FEET TO THE POINT OF BEGINNING; THENCE
CONTINUING ALONG SAID RIGHT OF WAY LINE, NORTH 44°08'06" EAST 396.09 FEET;
THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE BEING A SPIRAL CURVE TO THE
LEFT, HAVING AN "A" = 1.51, A LENGTH OF 186.13 FEET; THENCE FROM A LOCAL
TANGENT BEARING OF NORTH 41°34'21" EAST CONTINUING ALONG SAID RIGHT OF WAY
LINE BEING A CURVE TO THE LEFT, HAVING A RADIUS OF 2183.48 FEET, A LENGTH OF
1319.23 FEET; THENCE NORTH 39°18'13" EAST 143.13 FEET TO THE EAST LINE OF SAID
TRACT 39; THENCE ALONG SAID EAST LINE, SOUTH 1°57'51" EAST 659.51 FEET; THENCE
SOUTH 39"18'13" WEST 179.77 FEET; THENCE ALONG A CURVE TO THE RIGHT, HAVING A
RADIUS OF 7759.44 FEET, A LENGTH OF 201.51 FEET; THENCE SOUTH 48°50'31" WEST
153.47 FEET; THENCE FROM A LOCAL TANGENT BEARING OF SOUTH 41°55'00" WEST
ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 7739.44 FEET, A LENGTH OF
684.76 FEET; THENCE SOUTH 46°59'10" WEST 274.09 FEET;
THENCE NORTH 46°00'50" WEST 20.97 FEET TO THE POINT OF BEGINNING.
EXCEPT THEREFROM, THAT PORTION WHICH LIES WITHIN THE PROPERTY DESCRIBED
AS FOLLOWS:
A FIVE ACRE TRACT OF LAND LOCATED IN TRACT 39, TOWNSHIP 6 NORTH, RANGE 9
EAST, GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE EASTERLY RIGHT OF WAY LINE OF THE MESA - PAYSON
HIGHWAY AS IT EXISTED ON JULY 4, 1972, WHICH POINT IS AT THE WOODEN POST AT
THE WESTERLY SIDE OF THE CATTLE GUARD OVER THE ROAD
LEADING SOUTHERLY TO THE SUNFLOWER STORE, WHICH POINT IS ALSO 100 FEET
RIGHT OF THE ARIZONA HIGHWAY DEPARTMENT ENGINEER'S STATION 2503+20;
THENCE EASTERLY, ALONG A LINE PARALLEL TO (SIC] THE NORTH LINE OF SECTION 17,
TO THE EAST LINE OF TRACT 39, TOWNSHIP 6 NORTH, RANGE 9 EAST, GILA AND SALT
RIVER MERIDIAN, ACCORDING TO THE GENERAL LAND OFFICE PLAT DATED JANUARY
30, 1937, AND FILED IN THE U.S. LAND OFFICE, PHOENIX, ARIZONA, FOR AN ESTIMATED
DISTANCE OF 130 FEET MORE OR LESS; THENCE SOUTHERLY, ALONG THE EAST LINE
OF SAID TRACT 39, AN ESTIMATED DISTANCE OF 850 FEET, MORE OR LESS, TO A POINT
SUFFICIENTLY SUCH [SIC] THAT A LINE RUNNING WESTERLY PARALLEL TO [SIC] THE
NORTH LINE OF AFOREMENTIONED SECTION 17, INTERSECTING THE EASTERLY 100
FOOT RIGHT OF WAY OF THE AFOREMENTIONED
MESA - PAYSON HIGHWAY (ESTIMATE(' TO BE 400 FEET), AND NORTHEASTERLY, ALONG
THE HIGHWAY RIGHT OF WAY LINE, TO THE POINT OF BEGINNING WILL ENCOMPASS AN
AREA OF FIVE AND NO ONE-THOUSANDTHS ACRES,
NOTWITHSTANDING THE STATED ESTIMATED DISTANCES; THENCE WEST, PARALLEL TO
[SIC] THE NORTH LINE OF SAID SECTION 17, TO THE SAID EAST RIGHT OF WAY LINE OF
THE MESA - PAYSON HIGHWAY; THENCE NORTHEASTERLY, ALONG SAID EAST RIGHT OF
WAY LINE, TO THE POINT OF BEGINNING.
PARCEL TWO:
A PART OF TRACT 39,, TOWNSHIP 6 NORTH, RANGE 5 EAST OF THE GILA AND SALT
RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA, ACCORDING TO THE
GENERAL LAND OFFICE PLAT, DATED JANUARY 30, 1937, AND FILED IN THE UNITED
STATES LAND OFFICE.
BEGINNING AT THE COMMON SECTION CORNER OF SECTIONS 7, 8, 17 AND 18,
TOWNSHIP 6 NORTH, RANGE 9 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN,
MARICOPA COUNTY, ARIZONA; THENCE SOUTHERLY ON THE COMMON LINE OF ABOVE
SECTIONS 17 AND 18, SOUTH 0° 03' EAST (ASSUMED BEARING), A
DISTANCE OF 1739.75 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING ALONG SAID COMMON SECTION LINE SOUTH 0° 03' EAST, A
DISTANCE OF 811.15 FEET; THENCE SOUTH 89° 47' WEST, A DISTANCE OF 640.16 FEET;
THENCE NORTH 2° 12' WEST, A DISTANCE OF 146.16 FEET TO THE RIGHT OF WAY LINE
AS DESCRIBED IN BOOK 9, PAGE 36, MARICOPA COUNTY ROAD MAPS, MARICOPA
COUNTY, ARIZONA; THENCE ALONG SAID RIGHT OF WAY LINE NORTH 44° 24' EAST, A
DISTANCE OF 682.29 FEET TO A SPIRAL CURVE, SAID SPIRAL CURVE BEING CONCAVE
NORTHWESTERLY AND HAVING A TANGENT BEARING OF NORTH 44° 24' EAST, AN
INTERIOR ANGLE OF 2° 30', A RATE OF CHANGE OF 1.442; THENCE CONTINUING ALONG
SAID RIGHT OF WAY LINE, A CURVE DISTANCE OF 186.19 FEET TO A POINT OF
COMPOUND CURVATURE WITH A CURVE CONCAVE NORTHWESTERLY AND HAVING A
RADIUS OF 2183.48 FEET; THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE
NORTHEASTERLY ALONG SAID LAST-MENTIONED CURVE THROUGH A CENTRAL ANGLE
OF 1° 34' 19", A CURVE DISTANCE OF 59.91 FEET TO THE TRUE POINT OF BEGINNING;
EXCEPT THAT PORTION LYING SOUTH OF THE FOLLOWING DESCRIBED LINE:
BEGINNING AT THE SOUTHWEST CORNER OF TRACT NO. 39, TOWNSHIP 6 NORTH,
RANGE 9 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY,
ARIZONA, ACCORDING TO THE GENERAL LAND OFFICE PLAT DATED
JANUARY 3, 1937 AND FILED IN THE UNITED STATES LAND OFFICE; THENCE NORTH 2° 12'
WEST, A DISTANCE OF 130 FEET TO THE POINT OF BEGINNING; THENCE NORTH 62° 54'
EAST, A DISTANCE OF 258 FEET; THENCE NORTH 80° 45' EAST, A DISTANCE OF 600.33
FEET TO THE POINT OF TERMINUS.
LESS AND EXCEPT THE FOLLOWING DESCRIBED TRACT:
THAT PORTION OF TRACT 39, TOWNSHIP 6 NORTH, RANGE 9 EAST, GILA AND SALT
RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, DESCRIBED AS FOLLOWS:
COMMENCING AT CORNER NO. 6 OF SAID TRACT 39, FROM WHICH ARIZONA
DEPARTMENT OF TRANSPORTATION CONTROL POINT NO. 3901 BEARS NORTH 48°18'52"
EAST; THENCE ALONG THE WEST LINE OF SAID TRACT 39, NORTH 2°27'55” WEST 142.39
FEET TO THE EXISTING SOUTHEASTERLY RIGHT OF WAY LINE OF STATE ROUTE 87
(MESA - PAYSON HIGHWAY); THENCE ALONG SAID RIGHT OF WAY LINE, NORTH 44°08'06"
EAST 284.04 FEET TO THE POINT OF BEGINNING; THENCE
CONTINUING ALONG SAID RIGHT OF WAY LINE, NORTH 44°08'06" EAST 396.09 FEET
THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE BEING A SPIRAL CURVE TO THE
LEFT, HAVING AN "A" = 1.51, A LENGTH OF 186.13 FEET; THENCE FROM A LOCAL
TANGENT BEARING OF NORTH 41°34'21" EAST CONTINUING ALONG SAID RIGHT OF WAY
LINE BEING A CURVE TO THE LEFT, HAVING A RADIUS OF 218148 FEET, A LENGTH OF
1319.23 FEET; THENCE NORTH 39°18'13" EAST 143.13 FEET TO THE EAST LINE OF SAID
TRACT 39; THENCE ALONG SAID EAST LINE, SOUTH 1°57'51” EAST 659.51 FEET; THENCE
SOUTH 39"18'13" WEST 179.77 FEET; THENCE ALONG A CURVE TO THE RIGHT, HAVING A
RADIUS OF 7759.44 FEET, A LENGTH OF 201.51 FEET; THENCE SOUTH 48°50'31" WEST
153.47 FEET; THENCE FROM A LOCAL TANGENT BEARING OF SOUTH 41°55'00” WEST
ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 7739.44 FEET, A LENGTH OF 201.51
FEET; THENCE SOUTH 48°50’31” WEST 153.47 FEET;
THENCE FROM A LOCAL TANGENT BEARING OF SOUTH 41°55’00” WEST ALONG A CURVE
TO THE RIGHT, HAVING A RADIUS OF 7739.44 FEET, A LENGTH OF 684.76 FEET;
THENCE SOUTH 46°59’10” WEST 274.09 FEET; THENCE NORTH 46°00’50” WEST 20.97 FEET
TO THE POINT OF BEGINNING.
EXCEPT THEREFROM, THAT PORTION WHICH LIES WITHIN THE PROPERTY DESCRIBED
AS FOLLOWS:
A FIVE ACRE TRACT OF LAND LOCATED IN TRACT 39, TOWNSHIP 6 NORTH, RANGE 9
EAST, GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE EASTERLY RIGHT OF WAY LINE OF THE MESA - PAYSON
HIGHWAY AS IT EXISTED ON JULY 4, 1972, WHICH POINT IS AT THE WOODEN POST AT
THE WESTERLY SIDE OF THE CATTLE GUARD OVER THE ROAD LEADING SOUTHERLY TO
THE SUNFLOWER STORE, WHICH POINT IS ALSO 100 FEET RIGHT OF THE ARIZONA
HIGHWAY DEPARTMENT ENGINEER'S STATION 2503+20; THENCE EASTERLY, ALONG A
LINE PARALLEL TO [SIC] THE NORTH LINE OF SECTION 17, TO THE EAST LINE OF TRACT
39, TOWNSHIP 6 NORTH, RANGE 9 EAST, GILA AND SALT RIVER MERIDIAN, ACCORDING
TO THE GENERAL LAND OFFICE PLAT DATED JANUARY 30, 1937, AND FILED IN THE U.S.
LAND OFFICE, PHOENIX, ARIZONA, FOR AN ESTIMATED DISTANCE OF 130 FEET MORE
OR LESS; THENCE SOUTHERLY, ALONG THE EAST LINE OF SAID TRACT 39, AN
ESTIMATED DISTANCE OF 850 FEET, MORE OR LESS, TO A POINT SUFFICIENTLY SUCH
[SIC] THAT A LINE RUNNING WESTERLY PARALLEL TO [SIC] THE NORTH LINE OF
AFOREMENTIONED SECTION 17, INTERSECTING THE EASTERLY 100 FOOT RIGHT OF
WAY OF THE AFOREMENTIONED
MESA - PAYSON HIGHWAY (ESTIMATED TO BE 400 FEET), AND NORTHEASTERLY, ALONG
THE HIGHWAY RIGHT OF WAY LINE, TO THE POINT OF BEGINNING WILL ENCOMPASS AN
AREA OF FIVE AND NO ONE-THOUSANDTHS ACRES,
NOTWITHSTANDING THE STATED ESTIMATED DISTANCES; THENCE WEST, PARALLEL TO
[SIC] THE NORTH LINE OF SAID SECTION 17, TO THE EAST RIGHT OF WAY LINE OF THE
MESA - PAYSON HIGHWAY; THENCE NORTHEASTERLY, ALONG SAID EAST RIGHT OF
WAY LINE, TO THE POINT OF BEGINNING.
TAX ID: 219-05-003L AND 219-05-003N
BEING THE SAME PROPERTY CONVEYED TO THE CIRCLE BAR RANCH GENERAL
PARTNERSHIP, AN ARIZONA GENERAL PARTNERSHIP, GRANTEE, FROM JOHN A.
WHITNEY, III, AN UNMARRIED MAN, WHO ACQUIRED TITLE AS A MARRIED MAN
AS HIS SOLE AND SEPARATE PROPERTY, GRANTOR, BY QUIT CLAIM DEED RECORDED
11/17/1998, AS DOCUMENT NO. 98- 1035670, OF THE MARICOPA COUNTY RECORDS.
BEING THE SAME PROPERTY CONVEYED TO THE CIRCLE BAR RANCH GENERAL
PARTNERSHIP, AN ARIZONA GENERAL PARTNERSHIP, GRANTEE, FROM JO ANNE S.
WHITNEY, PERSONAL REPRESENTATIVE OF THE ESTATE OF JOHN A. WHITNEY, JR.,
DECEASED, WHO ACQUIRED TITLE AS J. A. WHITNEY, JR., A MARRIED MAN AS HIS SOLE
AND SEPARATE PROPERTY, GRANTOR, BY QUIT CLAIM DEED RECORDED 11/17/1998, AS
DOCUMENT NO. 98-1035669, OF THE MARICOPA COUNTY RECORDS.
LESSOR'S LEGAL DESCRIPTION: : TITLE ORDER 01-22048158-01T
APN: 219-05-003M & 219-05-003P
3
12/09/22
ADD EASEMENT





PROPRIETARY INFORMATION
THE INFORMATION CONTAINED IN THIS SET OF
DRAWINGS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THIS PROJECT IS STRICTLY
PROHIBITED WITHOUT THE WRITTEN CONSENT
OF P+S CONSULTING LLC
SITE NAME & ADDRESS:
42850 N BEELINE HWY
SUNFLOWER, AZ 85263
P.O. BOX  50039
Phoenix, Arizona 85076
PHONE: 602-403-8614
www.ise-inc.biz
ISE Incorporated
Structural Engineers
1
1/16"=1'-0"
A-3
1
OVERALL SITE PLAN
A-3
2
NORTH
A-2
1













2'
0'
16'
4'
6'
8'
10'
12'
14'
16'








PROPRIETARY INFORMATION
THE INFORMATION CONTAINED IN THIS SET OF
DRAWINGS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THIS PROJECT IS STRICTLY
PROHIBITED WITHOUT THE WRITTEN CONSENT
OF P+S CONSULTING LLC
SITE NAME & ADDRESS:
42850 N BEELINE HWY
SUNFLOWER, AZ 85263
P.O. BOX  50039
Phoenix, Arizona 85076
PHONE: 602-403-8614
www.ise-inc.biz
ISE Incorporated
Structural Engineers
ENLARGED
SITE PLAN
NORTH
1/8"=1'-0"
1
1'
0'
8'
2'
3'
4'
5'
6'
7'
8'





PROPRIETARY INFORMATION
THE INFORMATION CONTAINED IN THIS SET OF
DRAWINGS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THIS PROJECT IS STRICTLY
PROHIBITED WITHOUT THE WRITTEN CONSENT
OF P+S CONSULTING LLC
SITE NAME & ADDRESS:
42850 N BEELINE HWY
SUNFLOWER, AZ 85263
P.O. BOX  50039
Phoenix, Arizona 85076
PHONE: 602-403-8614
www.ise-inc.biz
ISE Incorporated
Structural Engineers
1
3/32"=1'-0"
EAST ELEVATION
2
3/32"=1'-0"
SOUTH ELEVATION
2'
0'
10'-8"
10'
4'
6'
8'
2'
0'
10'-8"
10'
4'
6'
8'

PR=3428.70
PR=3433.50
PR=3433.50
PR=3433.50
PR=3433.50
PR=3434.50
PR=3435.75
PR=3424.50
PR=3424.50
PR=3435.83
PR=3433.08
PR=3423.12
PR=3433.33
PR=3427.00
PR=3426.31
PR=3433.00
-4.0:1
-7.0%
1
C-102
2
C-102
PR=3432.91
PR=3433.09
PR=3433.45
PR=3433.27
PR=3430.00
-2.0%
2.0%
-2.0%
2.0%
-7.4%
-6.7%
-6.5%
PR=3421.12
PR=3420.70
PR=3422.70
PR=3423.81
PR=3426.00
3425
3430
3426
3427
3428
3429
3431
3432
3425
3430
3423
3424
3426
3427
3428
3429
3431
3432
GRADING & DRAINAGE PLAN
C1.01
Know what's
R
NOTES
1.
CONSTRUCT UTILITY PAD PER ARCHITECTURAL PLANS.
2.
SUPPORT TOWER FOUNDATION PADS PER STRUCTURAL DRAWINGS
3.
INSTALL GATES  AND FENCE PER ARCHITECTURAL PLANS
4.
CONTRACTOR IS RESPONSIBLE FOR WARNING SIGNAGE AT ALL
OVERHEAD UTILITIES.
ENGINEER'S EARTHWORK ESTIMATE
CUT
215 CY
FILL
485 CY
NET
270 CY <FILL>
THESE QUANTITIES ARE APPROXIMATE. CALCULATIONS DO
NOT INCLUDE SPOILS FROM UTILITIES, SCARIFICATION, AND
COMPACTION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING
QUANTITIES.
LEGEND
EXISTING CONTOURS
PROPOSED CONTOURS
0
20
10
0
SCALE IN FEET
NEW DW TOWER 15'-0"
WIDE ACCESS/UTILITY
EASEMENT 1
EXISTING 8' HIGH
CHAIN LINK FENCE
TO BE REMOVED
EXISTING WELL
MAINTAIN 3'
CLEARANCE
AROUND
APN: 219-05-003C
ZONING: C-2
NEW DW TOWER
197' HIGH SELF-SUPPORT
TOWER W/ FAA WARNING LIGHT
NEW DW TOWER 6'
HIGH CHAIN LINK
502 L.F.
PROPOSED 1.5' DEEP
RETENTION BASIN
NEW DW TOWER 6'
HIGH CHAIN LINK
502 L.F.
APN: 219-05-003P
ZONING: RU-43
APN: 219-05-003M
ZONING: C-2
APN: 219-05-003N
ZONING: RU-43
APN: 219-05-003L
ZONING: RU-43
NEW DW TOWER 15'-0"
WIDE ACCESS/UTILITY
EASEMENT 2
PROPERTY LINE
PROPERTY LINE
NEW DW TOWER
9'-0" X 18'-0" TECH
PARKING SPACE
NEW DW TOWER
BOLLARD(S) TYP OF 16
1.0' DEEP
SWALE
RETENTION (PRE-VS-POST)
1300 S.F. OF IMPERVIOUS AREA ADDED
100-YR 2-HOUR NOAA ATLAS 14 PRECIPITATION = 3.00"
R-1
Vreq = 309 FT3
Vprov = 318 FT3
R-1
NEW DW TOWER
SOLAR PANELS
MOUNTED TO TOWER
NEW DW TOWER
(2)
6.0' WIDE
CHAIN LINK
ACCESS GATES

El
ti
3410.00
3415.00
3420.00
3425.00
3430.00
3435.00
3440.00
3445.00
3450.00
3410.00
3415.00
3420.00
3425.00
3430.00
3435.00
3440.00
3445.00
3450.00
-0+25.00
0+00.00
1+00.00
2+00.00
Elevation
Elevation
3415.00
3420.00
3425.00
3430.00
3435.00
3440.00
3445.00
3415.00
3420.00
3425.00
3430.00
3435.00
3440.00
3445.00
-0+25.00
0+00.00
1+00.00
1+50.00
1
C-102
PROPOSED MAIN PAD PROFILE WEST TO EAST
SCALE: 1" = 10'
2
C-102
PROPOSED MAIN PAD PROFILE NORTH TO SOUTH
SCALE: 1" = 10'
CROSS SECTIONS
C1.02
PROPOSED 1.5' DEEP
RETENTION BASIN
PROPOSED 1.0'
DEEP SWALE
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
PROPOSED
EQUIPMENT AREA
NEW DW TOWER 197'
SELF-SUPPORT TOWER
NEW DW TOWER 197'
SELF-SUPPORT TOWER
EQUIPMENT AREA
NOTES
1.
CONSTRUCT UTILITY PAD PER ARCHITECTURAL PLANS.
2.
SUPPORT TOWER FOUNDATION PADS PER STRUCTURAL DRAWINGS
3.
INSTALL GATES  AND FENCE PER ARCHITECTURAL PLANS
4.
CONTRACTOR IS RESPONSIBLE FOR WARNING SIGNAGE AT ALL
OVERHEAD UTILITIES.
PROPOSED 6'
CHAIN LINK FENCE
PROPOSED 6'
CHAIN LINK FENCE
PROPOSED 6'
CHAIN LINK FENCE
PROPOSED 6'
CHAIN LINK FENCE
SOLAR AREA