Z2021160 BOS REPORT_PART1.PDF

Maricopa County — Formal (2022-08-17)

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August 17, 2022
Z2021160
Page 1 of 3
Report to the Board of Supervisors
Prepared by the Maricopa County Planning and Development Department

Board Hearing Date:
August 17, 2022

Case #/Title:

Z2021160 – Agave Solar

Supervisor Districts:
4 & 5

Applicant/Owner:
Snell & Wilmer, LLP / Arizona Public Service Company

Request:
Zone Change, with Plan of Development, from Rural-190 to
IND-2 IUPD

Site Location:
Generally located 1/2 mile south of Elliot Road along 363rd
Avenue alignment and then north and south of the Southern
Pacific railway

Site Size:
Approx. 1,423 acres

County Island Status:
N/A
Additional
Comments:
The request is for an IND-2 IUPD with a Plan of Development
for a utility-scale solar project with associated battery energy
storage. At completion, the facility will generate approx. 195
megawatts (MWs) of electrical output. The property is
designated as ‘Utilities’ land use in the Old U.S. Highway 80
Area Plan, and land uses in this immediate area are
dominated by industrial and utility uses which include the
Southern Pacific Railroad, Red Hawk Power Station, Palo
Verde Nuclear Generating Station, Arlington Valley Solar, Sun
Streams Solar, and Mesquite Generating Station along with
associated transmission lines and related infrastructure. There
are no outstanding concerns from reviewing agencies.

Commission

Recommendation:
On 7/7/22, the Commission voted 6-0 to recommend
approval of Z2021160 subject to conditions ‘a’ – ‘j’:

a.
Development of the site shall be in substantial conformance with the Site Plan
entitled “Site Plan for Agave Solar”, consisting of 30 full-size sheets, dated June 2,
2022, and received June 17, 2022, except as modified by the following conditions.

b.
Development of the site shall be in substantial conformance with the Narrative
Report entitled “Arizona Public Service Company Rezoning Application Narrative

August 17, 2022
Z2021160
Page 2 of 3
Report”, consisting of 10 pages, dated June 17, 2022, except as modified by the
following conditions.

c.
Removal of Special Use Permit (Z99-111) for portions within the subject Z2021160
boundaries.

d.
The following Planning Engineering conditions shall apply:

1. Work with the floodplains will require a floodplain use permit issued
concurrent with the building permits. If the project is determined to be
building permit exempt, Floodplain Use permitting shall be processed by
the Flood Control District of Maricopa County.

2. Prior to the start of work, the owner/applicant must obtain written
permission from the owner of adjoining parcel(s) on which work is proposed,
including, but not limited to, construction of bypass swale 2; and basin
bleed-offs and spillways to and within the AVSE channel south of the site for
Basins 6.1, 9.1, 10.1, 11.1, 14.1-14.3 and 16.1.

3. Retention basins must drain within 36 hours. Owner shall be responsible for
maintaining basins, drywells and basin storm water quality devices in good
working order.

4. Utilities for solar facilities that will occupy County R/W (i.e. gen-ties or other
offsite electric utility extensions) require a license in addition to any
construction related permits. The first step in the licensing process is to
complete the MCDOT Solar License Application Form and email it to:
MCDOTsolarlicense@maricopa.gov.

5. 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.

6. 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.

e.
Prior to initial building permit issuance the applicant/owner shall submit an FAA
Obstruction Evaluation/Airport Airspace Analysis (FAA Form 7460-1) and a request
for analysis to the DoD Siting Clearinghouse for Energy, Installations, and
Environment.

f.
The IND-2 IUPD shall limit the use of the site exclusively to solar electric generating
including ancillary facilities, appurtenances, and uses. All other site uses shall
require a Zone Change Major Amendment.

g.
The following IND-2 IUPD Zoning District standards shall apply:

August 17, 2022
Z2021160
Page 3 of 3

1.
Min. Front Yard – 0’
2.
Min. Side Yard – 0’
3.
Min. Rear Yard – 0’
4.
Max. Lot Coverage – 60%
5.
Parking Spaces Required – 6 standard parking spots, 1 ADA parking spot
6.
Loading and Unloading Spaces Required – None required
7.
Landscaping – No landscaping areas required
8.
Sight Visibility Triangles – 25’ x 25’
9.
Article 902.91 – All utility uses shall be permitted to be conducted outdoors
10.
Site Enclosure and Screening – 8’ tall chain link fencing with 1’ of barbed
wire topping. Gates to be allowed at perimeter of project. This will include
parallel fencing at eastern boundary of the site

h.
Noncompliance with any Maricopa County Regulation shall be grounds for
initiating a revocation of this Zone Change as set forth in the Maricopa County
Zoning Ordinance.

i.
The property owner/s and their successors waive claim for diminution in value if
the County takes action to rescind approval due to noncompliance with
conditions.

j.
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 Zone Change, 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 Zone Change, 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 Zone
Change. The Zone Change enhances the value of the property above its value
as of the date the Zone Change is granted and reverting to the prior zoning results
in the same value of the property as if the Zone Change had never been granted.

Presented by:

Rachel Applegate, Senior Planner
Reviewed by:

Matt Holm, AICP, Planning Supervisor

Attachment:

7/7/22 P&Z Packet (81 pages)

Note:
7/7/22 Draft P&Z Minutes are not available as of the writing of this report, but can be
provided upon request later when available.

Z2021160
Page 1 of 11
Report to the Planning and Zoning Commission
Prepared by the Maricopa County Planning and Development Department

Case:
Z2021160 – Agave Solar

Hearing Date:
July 7, 2022

Supervisor Districts:
4 & 5

Applicant:
Snell & Wilmer, LLP

Owner:
Arizona Public Service Company

Request:
Zone Change, with Plan of Development, from Rural-190 to IND-2
IUPD

Site Location:
Generally located 1/2 mile south of Elliot Road along 363rd Avenue
alignment and then north and south of the Southern Pacific railway

Site Size:
Approx. 1,423 acres

Density:
N/A

County Island:
No

County Plans:
Old US Highway 80 Area Plan – Utilities

Municipal Plan:
N/A

Municipal Comments:
N/A

Support/Opposition:
None known

Recommendation:
Approve with conditions

Z2021160
Page 2 of 11
Project Summary:

1.
Snell & Wilmer, LLP, on behalf of the Arizona Public Service Company, is proposing a zone
change from Rural-190 to IND-2 IUPD with a Plan of Development for a utility-scale solar
project generating approximately 195 megawatts (MWs) of electricity along with battery
storage. This proposal is known as Agave Solar, previously known as APS Redhawk. The
subject property is designated as a ‘Utilities’ land use in the Old U.S. Highway 80 Area Plan
following a Major Comprehensive Plan Amendment (CPA2019005) approved by the
Board of Supervisors on December 11, 2019.

2.
The site is comprised of approximately 1,423 acres of APS owned land consisting of 12
parcels. However, the related Plan of Development (POD) site plan (under the same
Z2021160 case number) for the solar panels and related uses (substation, O&M building,
etc.) would only encompass approximately 1,066 acres (in 46 total blocks) of the entire
site. Panel locations would avoid existing floodplain areas.

3.
The land uses in this immediate area are dominated by industrial and utility uses (existing
and/or approved land uses), which include the Southern Pacific Railroad and Trail
(bifurcates the subject site), the Red Hawk Power Station, the Palo Verde Nuclear
Generating Station, Arlington Valley Solar, Sun Streams Solar, and the Mesquite
Generating Station along with the associated transmission lines and related infrastructure.
Nearly all land used for solar energy projects like this are developed for the large fields of
solar collectors that capture the energy through photovoltaic technology. The subject
site is relatively flat and allows for the development of solar energy with little or no
additional grading. In addition, the general area contains significant local electrical
infrastructure including power generation facilities (nuclear, gas, and solar), transmission
lines, substations, and switchyards.

2022 Aerial of Subject Site

Z2021160
Page 3 of 11
4.
Part of this request is to remove the portion of the approved SUP on the subject site (Z99-
111) which was for the existing Redhawk natural gas fueled power plant on
approximately 460 acres to the east and north of the subject site. At the time of SUP
approval, it was anticipated that the Redhawk Power Plant would have 4 natural gas
fueled combined cycle units which would each generate 530 MW. However, the site did
not develop in full and cleaner energy became more desirable and demands increased
to have solar generation facilities in the area.

Existing Gas Power Generating Station Site and Proposed Rezoning Boundary

Z2021160
Page 4 of 11
5.
The base IND-2 zone and requested zoning standards for the IND-2 IUPD district are listed
below:

REGULATION
BASE ZONING DISTRICT
REGULATIONS (IND-2)
PROPOSED ZONING REGULATIONS
(IND-2 IUPD)
Max. Height
40’
40’
Min. Front Yard
10’ – 25’
0’
Min. Side Yard
3’ - 10’
0’
Min. Rear Yard
25’
0’
Min. Lot Area
6,000 sq. ft.
6,000 sq. ft.
Min. Lot Width
60’
60’
Max. Lot Coverage
60%
60%; solar panel coverage is 30%
(area between the solar arrays is
not counted)
Parking Spaces
Required
1 per 250 sq. ft. of floor area
6 standard parking spots, 1 ADA
parking spot
Loading and
Unloading
Article 1103.2 one loading and
unloading space for each
10,000 square feet of floor
area, or fraction thereof,
devoted to such use in the
building
None Required
Landscaping
Article 901.4.1: All properties
abutting a public street shall
have an open setback area
which shall be landscaped
extending for the full width of
the property
None Required
Sight Visibility
Triangles
Required
25’ x 25’
Site Enclosure &
Screening
6’ CMU wall adjacent to rural
and residential zoning
boundaries and for outdoor use
of an industrial nature
8’ tall chain link fencing with 1’ of
barbed wire topping. Gates to be
allowed at perimeter of project.
This will include parallel fencing at
eastern boundary of the site

6.
The applicant is requesting to vary setbacks (front, rear and side), lot coverage, parking
spaces required, loading and unloading spaces required, landscaping, and screening
standards. Per the site plan, the yard setbacks will vary throughout the project area, but
is requesting a 0’ setback throughout to allow flexibility for the placement of the solar
panels. The applicant is proposing a max. lot coverage of the solar panels to be 30%
based on the Flood Control District considering the area between the solar arrays as
open space and to not be counted in the lot coverage percentage. For screening, the

Z2021160
Page 5 of 11
applicant has proposed an 8’ (h) chain-link with 1’ of barbed wire fencing in lieu of a 6’
CMU wall abutting rural or residential zoning.

7.
In addition to the existing gas power plant to the north/east of the subject site, there are
existing solar facilities including panels to the south (Arlington Valley Solar II), and east
(Sun Streams Solar). Essentially, this proposal would continue to expand the contiguous
solar uses in the immediate area and add to the entire solar energy grid within this
western portion of the County.

Rural-190 Zoning District and Surrounding Zoning Districts

Z2021160
Page 6 of 11
Site Plan Excerpt

Z2021160
Page 7 of 11
Existing On-Site and Adjacent Zoning / Land Use:

8.
On-site:

Rural-190 / Vacant
North:
Rural-190 / Vacant
South:
Rural-190 / AVSE II Solar Energy Plant (approved via SUP)
East:
IND-2 IUPD / Sun Streams Solar II
West:
Rural-190 / Vacant

Utilities and Services:

9.
Water:

Private Well
Wastewater:
Septic
Electric:
APS
Fire:
Arizona Fire & Medical Authority
Police:
MCSO

Right-of-Way:

10.
The following table includes existing and proposed half-width right-of-way and the future
classification based upon the Maricopa County Department of Transportation (MCDOT)
Major Streets and Routes Plan.

* Unless otherwise reduced by MCDOT

Adopted Plan:

11.
Old U.S. Highway 80 Area Plan: Per CPA2019005, the Utilities designation is for electric
generating plants, water, and wastewater treatment facilities, associated offices and
accessory equipment. Under a Utilities designation, the appropriate zoning district is IND-
2.

Public Participation Summary:

12.
The applicant complied with the Maricopa County Citizen Review Process with the
required posting of the site and notification by first class mail to adjacent property owners
within 300’ of the subject parcel and interested parties. The applicant submitted a Public
Participation Results Report.

13.
According to the Public Participation Results Report, the applicant received 3 inquiries
from residents and the Arizona State Land Department (ASLD) about the proposed zone
change. ASLD was interested in access to the site, while other inquiries included general
Street Name
Half-width Existing
Half-width Proposed
Future
363rd Ave.
None
65 feet*
Arterial
371st Ave.
None
65 feet*
Arterial
Ray Rd.
None
65 feet*
Arterial
Narramore Rd.
None
65 feet*
Arterial
359th Ave.
None
40 feet*
Collector
Carver Rd.
None
40 feet*
Collector

Z2021160
Page 8 of 11
information requests for location of the site and seeking APS interest in purchase of their
properties to acquire for the solar facility.

14.
The applicant conducted a virtual open house meeting on January 19, 2022 in which
there were no attendees that showed up to the meeting.

15.
Luke Air Force Base (LAFB) provided comments stating that the proposal “could possibly
impact” flying operations and their concerns specifically note a potential for glare and
glint due to low altitude military training in the area. This is much like the comments that
LAFB included with the Major CPA requests for future solar development in 2021. Staff will
include a condition as described in their memo to route the proposal through both the
FAA Obstruction Evaluation/Airport Airspace Analysis (FAA Form 7460-1) and the DoD
Siting Clearinghouse for Energy, Installations, and Environment for their review.

16.
Arizona State Historic Preservation Office (SHPO) recommends that a Class I (literature
review) and possibly Class III (intensive, pedestrian) survey of the property be conducted
to determine if historic properties are present.

17.
Arizona Game and Fish Department (AZGFD) provided a detailed memo that included
their comments and an Environmental Review Tool report. This detailed that the site and
surrounding area has wildlife including such species as mountain lion, javelina, Gambel’s
quail, white winged dove, and mourning dove. It especially notes that the Sonoran Desert
Tortoise has been recorded in close proximity to the project and recommends
conducting a survey to determine the presence/absence of these species.

Outstanding Concerns from Reviewing Agencies:

18.
N/A

Staff Analysis:

19.
The state and Maricopa County recognize the potential environmental and economic
benefits that solar technology can provide. The Agave Solar project will use photovoltaic
technology that generates energy from sun absorption. Photovoltaic technology differs
from other models of solar electric generation that require vast amounts of water to cool
the units. In contrast, very little water is utilized for photovoltaic technology. As a result,
this development would not pose a threat to groundwater depletion, especially since
the site was originally and planned for additional development of the gas power plant
next door.

20.
Staff believes the proposed solar facility is well suited to this rural area, which requires
large amounts of relatively flat land. The majority of the land is flat with other solar facilities
and related infrastructure nearby and in an otherwise vacant area of the County.

21.
The development of solar energy over the past several years in Maricopa County
reinforces the County’s interest in promoting the County as an economic leader for solar
development. Staff believes Agave Solar would add to this effort in a positive way by
providing the potential for temporary construction and operation/maintenance jobs.
There will also be a small number of long-term employment opportunities for County
residents.

Z2021160
Page 9 of 11
Recommendation:

22.
For the reasons outlined in this report, staff recommends the Commission motion for
Approval, subject to conditions ‘a’ – ‘j’.

b.
Development of the site shall be in substantial conformance with the Narrative
Report entitled “Arizona Public Service Company Rezoning Application Narrative
Report”, consisting of 10 pages, dated June 17, 2022, except as modified by the
following conditions.

c.
Removal of Special Use Permit (Z99-111) for portions within the subject Z2021160
boundaries.

d.
The following Planning Engineering conditions shall apply:

3. Retention basins must drain within 36 hours. Owner shall be responsible for
maintaining basins, drywells and basin storm water quality devices in good
working order.

Z2021160
Page 10 of 11
6. 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.

g.
The following IND-2 IUPD Zoning District standards shall apply:

h.
Noncompliance with any Maricopa County Regulation shall be grounds for
initiating a revocation of this Zone Change as set forth in the Maricopa County
Zoning Ordinance.

i.
The property owner/s and their successors waive claim for diminution in value if
the County takes action to rescind approval due to noncompliance with
conditions.

Z2021160
Page 11 of 11

Presented by:
Ray Banker, Senior Planner
Reviewed by:
Matthew Holm, AICP, Planning Supervisor

Attachments:
Case Map (1 page)

Site Plan (reduced 8.5”x11”, 30 pages)

Narrative Report (10 pages)

Engineering Comments (5 pages)

MCESD Comments (1 page)

MCDEM Email (2 pages)

LAFB Memo (2 pages)

SHPO Email (2 pages)

AZGFD Comments (17 pages)

M
ARICO
PA CO
UN
TY
/
M
aricopa County Planning & Developm
ent - Phoenix, AZ
4
G
ross Acres: 1423 approx.
G
enerated June 20, 2022 10:22 AM
Z2021160
Application Nam
e:
Legal Description
Agave Solar - EDR
Applicant
Case Address
T01S R06W
023,
Chris Colyer for Snell & W
ilm
er, LLP
11600 S 363RD Ave
Applicant Phone/Em
ail
Parcel Prim
ary:401-44-007C
602.382.6579
ccolyer@
swlaw
.com
ARLING
TO
N AZ 85322
M
ap scale 1:29,373
Supervisor District No.
401-44-002, 401-44-006B, 401-44-008+
REZO
NING
O
F THE SUBJECT PRO
PERTY FRO
M
RURAL-190 TO
IND-2 IUPD TO
ALLO
W
A UTILITY
SCALE SO
LAR VO
LTAIC PO
W
ER PLANT
5.3585 in

FOR
NTS
LOCATION MAP
CIVIL ENGINEER
AGAVE SOLAR
PERMIT DOCUMENTS
SITE PLAN
LEI PROJECT NO. 0457-0090
LONG #0457-0090
Plot Date: 6/17/2022 2:39 PM, File Location: P:\LEI PROJECTS\0457-0090 Red Hawk Solar Farm\04 Drawings\41 Civil Drawings\0457-0090_CV.dwg
REVISIONS
DATE
REV #
DESCRIPTION
REQUESTED BY
www.longeng.com
FAX 770.951.2496
TEL 770.951.2495
2550 HERITAGE CT.
SUITE 250
ATLANTA, GA 30339
COORDINATES: 33.326386, -112.840797
MARICOPA COUNTY, AZ
AGAVE SOLAR
SITE
CASE NUMBER: Z2021160
OWNER & DEVELOPER
ARIZONA PUBLIC SERVICE COMPANY
400 NORTH 5TH STREET MAIL STATION 9307
PHOENIX AZ, 85004
TBD
ENGINEER
LONG ENGINEERING
2550 HERITAGE CT SE #250
ATLANTA, GEORGIA, 30339
PHONE: (770) 951-2495
SITE DATA
PROJECT SITE
GROSS AREA:
1,423 ACRES
GROSS AREA:
AREA BOUND BY ADJACENT PROPERTIES AND
CENTERLINE OF THE ROAD.
EXISTING ZONING: RU-190
EXISTING LAND USE: VACANT
PROPOSED ZONING: IND-2 IUPD (LIGHT INDUSTRIAL WITH AN
INDUSTRIAL UNIT PLAN DEVELOPMENT
APN PARCEL NUMBERS:
401-44-007C, 401-44-019C, 01-44-020, 401-44-022, 401-44-008,
401-44-023B, 401-44-006B, 401-44-002, 401-44-011, 401-44-010,
401-44-021, and 401-44-009
BENCHMARK
CONTROL FOR THIS SURVEY IS BASED ON NATIONAL GEODETIC SURVEY (NGS) MONUMENTS.
NGS MONUMENTS USED:
PID
DESIGNATION
LATITUDE
LONGITUDE
ELEVATION
AJ3952
3BL2
N33°20'00.13851" W112°51'34.27274" (HORZ CONTROL)
DV0789 X 361
(VERTICAL CONTROL) 805.80 (NAVD 88)
NAD83 (2011) - EPOCH 2010
AZSPC CENTRAL ZONE - 0202 INTERNATIONAL FEET.
COMBINED SCALE FACTOR:
GRID TO GROUND = 1.00004564
GROUND TO GRID = 0.99995436
(ALL DISTANCES ARE GROUND, ALL BEARINGS ARE GRID)
BASIS OF BEARING
N00°26'42"E (GRID BEARING) ALONG THE
WEST LINE OF THE SW 1/4 OF SECTION
24, T-1-S, R-6-W. BETWEEN THE SW
CORNER OF S24, MARKED BY A 3"
MARICOPA COUNTY BRASS CAP, STAMPED,
"MARICOPA COUNTY T-1-S R-6-W S23 S24
S26 S25 RLS 36563 2004" AND THE WEST
1/4 CORNER OF S24, MARKED BY A 2"
ALUMINUM CAP SET IN CONCRETE
STAMPED "MARICOPA COUNTY T-1-S R-6-W
1/4 S23 S24 RLS 36563 2004"
SCHOOL DISTRICT
ARINGTON SCHOOL
DISTRICT 47
9410 S 355TH SVE,
ARLINGTON ARIZONA, AZ
85322
REQUEST
ZONE CHANGE FROM FROM RU-190
TO IND-2 IUPD
UTILITIES
WATER
PRIVATE WELL
WASTEWATER
PRIVATE SEPTIC
FIRE PROTECTION
ARIZONA FIRE AND MEDICAL AUTHORITY
POLICE
MARICOPA COUNTY SHERRIFF
ELECTRIC
APS
TELEPHONE
CENTURY LINK
REFUSE PROVIDER
ALLIED WASTE
AGAVE SOLAR PROJECT
REGULATION
RU-190 ZONING DISTRICT STANDARD
IND-2 IUDP ZONING DISTRICT STANDARD
HEIGHT (MAX.)
FRONT YARD
FRONT YARD LANDSCAPING
SIDE YARD
REAR YARD
LOT AREA (MIN.)
LOT WIDTH (MIN.)
LOT COVERAGE/OPEN SPACE (MAX.)
PARKING REGULATIONS
LOADING AND UNLOADING
SIGHT VISIBILITY TRIANGLES (SVT'S)
SITE ENCLOSURE AND SCREENING
30'
40'
25'
0'
0'
6,000 SF
60'
60%
NONE
25'X25' SIGHT TRIANGLE
LEGAL DESCRIPTION
SEE ATTACHED ALTA SURVEYS FOR LEGAL DESCRIPTION
60'
30'
60'
190,000 SF
300'
5%
CHAPTER 11, SEC 1102
CHAPTER 14, SEC 1401
NONE
NONE
INDEX
Sheet Number
Sheet Title
C000
COVER
C200
OVERALL SITE LAYOUT PLAN
C201
SITE LAYOUT PLAN
C202
SITE LAYOUT PLAN
C203
SITE LAYOUT PLAN
C204
SITE LAYOUT PLAN
C205
SITE LAYOUT PLAN
C206
SITE LAYOUT PLAN
C207
SITE LAYOUT PLAN
C208
SITE LAYOUT PLAN
C209
SITE DRIVEWAY CONNECTIONS
ALTA SURVEY - EAST PARCEL
ALTA SURVEY - EAST PARCEL
ALTA SURVEY - EAST PARCEL
2
1
3
2
1
ALTA SURVEY - WEST PARCEL
ALTA SURVEY - WEST PARCEL
C210
SOLAR PANEL TYPICAL DETAILS
C211
SITE DETAILS
WEST SOUTH PACIFIC TR.
ELECTRICAL EQUIPMENT PLACEMENT NOTE:
PER MARICOPA COUNTY: ALL ELECTRICAL EQUIPMENT, INCLUDING INVERTERS, WITHIN
THE FLOODPLAIN MUST BE ELEVATED TO BE AT OR ABOVE THE REGULATORY FLOOD
ELEVATION OR OTHERWISE FLOOD-PROOFED.
DC NAME PLATE CAPCITY OF 195 MW
AC NAME PLATE CAPCITY OF 150 MWac
REV 1
ZONING SECOND SUBMITTAL
COUNTY
REV 2
ZONING THIRD SUBMITTAL
COUNTY
PROPOSED IND-2 IUDP ZONING DISTRICT
STANDARD
40'
0'
0'
0'
6,000 SF
60'
60%; SOLAR PANELS COVERAGE IS 30%
6 STANDARD PARKING SPOTS 12' BY 18'
1 ADA SPARKING SPOT 19' BY 18'
NONE
8 FOOT TALL CHAIN LINK FENCING WITH ONE
FOOT OF BARBED WIRE TOPPING, AND GATES
SHALL BE ALLOWED PERIMETER OF THE PROJECT.
THIS WILL INCLUDE PARALLEL FENCES ALONG
THE EASTERN BOUNDARY OF THE SITE
25'X25' SIGHT TRIANGLE
8 FOOT TALL CHAIN LINK FENCING WITH ONE
FOOT OF BARBED WIRE TOPPING, AND GATES
SHALL BE ALLOWED PERIMETER OF THE PROJECT.
THIS WILL INCLUDE PARALLEL FENCES ALONG
THE EASTERN BOUNDARY OF THE SITE
CHAPTER 11, SEC 1102
C200B
OVERALL PROPERTY INFO.
-
FUTURE SUBSTATION DESIGN
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E
E
E
E
FO
G
FO
FO G
FO
FO
G
G
FO
FO
G
FO
G
FO
FO
G
EJB
EJB
G
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
T
T
EJB
EXISTING
SUN STREAMS II
SOLAR
EXISTING
SUN STREAMS II
SOLAR
EXISTING
SUN STREAMS II
SOLAR
WEST SOUTHERN PACIFIC TRAIL
WEST SOUTHERN PACIFIC TRAIL
SEE SHEET V101
SEE SHEET V102
SEE SHEET V104
SEE SHEET V102
SEE SHEET V103
SEE SHEET V101
SEE SHEET V104
SEE SHEET V102
SEE SHEET V105
SEE SHEET V102
SEE SHEET V105
SEE SHEET V103
SEE SHEET V106
SEE SHEET V104
SEE SHEET V107
SEE SHEET V104
SEE SHEET V107
SEE SHEET V105
SEE SHEET V108
SEE SHEET V105
SEE SHEET V104
SEE SHEET V105
SEE SHEET V106
SEE SHEET V107
SEE SHEET V107
SEE SHEET V018
SOUTHERN PACIFIC RAIL
401-44-006B
ARIZONA
PUBLIC
SERVICE
401-44-021
401-44-025
DB
FARMS
LE
401-44-009
401-44-012
ARLINGTON
VALLEY
LLC
401-44-010
ARIZONA PUBLIC
SERVICE COMPANY
401-44-011
401-44-001
LSP
ARLINGTON
VALLEY LLC
401-44-002
401-45-004
ARLINGTON
VALLEY
LLC
401-44-019C
ARIZONA
PUBLIC
SERVICE
401-44-008
ARIZONA
PUBLIC
SERVICE
401-44-023B
ARIZONA
PUBLIC
SERVICE
401-44-007C
ARIZONA
PUBLIC
SERVICE
401-44-020
ARIZONA
PUBLIC
SERVICE
401-44-022
ARIZONA
PUBLIC
SERVICE
401-44-007C
ARIZONA
PUBLIC
SERVICE
401-44-018
ARLINGTON VALLEY SOLAR
ENERGY II LLC
401-45-007
ARLINGTON
VALLEY SOLAR ENERGY
LLC
401-44-001
LSP
ARLINGTON
VALLEY LLC
STATE TRUST LAND
STATE TRUST LAND
STATE TRUST LAND
STATE TRUST LAND
STATE TRUST LAND
STATE TRUST LAND
STATE TRUST LAND
401-44-007C
ARIZONA PUBLIC
SERVICE COMPANY
401-44-007C
ARIZONA PUBLIC
SERVICE COMPANY
401-44-007C
ARIZONA PUBLIC
SERVICE COMPANY
STATE TRUST LAND
STATE TRUST LAND
STATE TRUST LAND
ARIZONA PUBLIC
SERVICE COMPANY
ARIZONA PUBLIC
SERVICE COMPANY
ARIZONA PUBLIC
SERVICE COMPANY
ARIZONA PUBLIC
SERVICE COMPANY
401-44-972
PROPERTY LINE
OVERALL PROPERTY INFORMATION
C200
N
AGAVE SOLAR
06/02/22
DM
NS
MARICOPA COUNTY, AZ
LONG #0457-0090
DATE
DESIGN QC:
DESIGNED BY:
CADD QC:
DRAWN BY:
SHEET
REVISIONS
DATE
DESCRIPTION
2550 HERITAGE COURT, STE 250
ATLANTA, GA 30339
TEL 770.951.2495
, FAX 770.951.2496
www.longeng.com
REV #
REQUESTED BY
Z1
ZONING 2ND SUB.
COUNTY
Z2
ZONING 3RD SUB
COUNTY
R1
IFC REVISION 1
APS
06/02/22
0
SCALE: 1"=600'
600
1200
300
900
GRAVEL ROAD
LEGEND
PERIMETER FENCE
FLOODPLAIN DELINEATION
SETBACK LINE
EXISTING GAS LINE
PROPERTY LINE
EASEMENT LINE
EXISTING DIRT ROAD
EXISTING OVERHEAD ELECTRIC LINE
E
REZONING BOUNDARY
a
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n
g
in
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l
n
o
is
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f
or
P
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iv
i
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C
E
R
T
I
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A
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a
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76084
ANDREW T.
PANKOPP
A
N
O
Z
I
R
A
,
A
U
S
A
.
.
.
6/17/2022

E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
FO
G
FO
FO G
FO
FO
G
G
FO
FO
G
FO
G
FO
FO
G
EJB
EJB
G
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
T
T
EJB
EXISTING
SUN STREAMS II
SOLAR
EXISTING
SUN STREAMS II
SOLAR
EXISTING
SUN STREAMS II
SOLAR
2
3
4
5
6
7
8
9
10
11
12
14
16
17
18
19
20
21
22
23
33
34
24
25
26
28
31
32
29
30
35 36
37
39 40
41
42
43
44
45
46
13
15
38
27
21
1
WEST SOUTHERN PACIFIC TRAIL
WEST SOUTHERN PACIFIC TRAIL
SEE SHEET V101
SEE SHEET V102
SEE SHEET V104
SEE SHEET V102
SEE SHEET V103
SEE SHEET V101
SEE SHEET V104
SEE SHEET V102
SEE SHEET V105
SEE SHEET V102
SEE SHEET V105
SEE SHEET V103
SEE SHEET V106
SEE SHEET V104
SEE SHEET V107
SEE SHEET V104
SEE SHEET V107
SEE SHEET V105
SEE SHEET V108
SEE SHEET V105
SEE SHEET V104
SEE SHEET V105
SEE SHEET V106
SEE SHEET V107
SEE SHEET V107
SEE SHEET V018
SOUTHERN PACIFIC RAIL
OVERALL SITE LAYOUT PLAN
C200B
N
AGAVE SOLAR
06/02/22
DM
NS
MARICOPA COUNTY, AZ
LONG #0457-0090
DATE
DESIGN QC:
DESIGNED BY:
CADD QC:
DRAWN BY:
SHEET
REVISIONS
DATE
DESCRIPTION
2550 HERITAGE COURT, STE 250
ATLANTA, GA 30339
TEL 770.951.2495
, FAX 770.951.2496
www.longeng.com
REV #
REQUESTED BY
Z1
ZONING 2ND SUB.
COUNTY
Z2
ZONING 3RD SUB
COUNTY
R1
IFC REVISION 1
APS
06/02/22
0
SCALE: 1"=600'
600
1200
300
900
C204
C206
C203
C205
C202
C201
C207
C208
GRAVEL ROAD
LEGEND
PERIMETER FENCE
FLOODPLAIN DELINEATION
SETBACK LINE
EXISTING GAS LINE
PROPERTY LINE
EASEMENT LINE
EXISTING DIRT ROAD
EXISTING OVERHEAD ELECTRIC LINE
E
REZONING BOUNDARY
LOCATION OF FUTURE SUBSTATION PAD.
SEE AGAVE SUBSTATION SITE WORK
GRADING AND ACCESS PLANS FOR DETAIL
a
E
n
g
in
e
e
r
l
n
o
is
s
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f
or
P
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g
d
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r
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t
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i
)
l
iv
i
(
C
E
C
E
R
T
I
F
I
C
A
T
.
O
N
D
d
e
n
g
i
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a
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. .
. .
.
.
.
.
76084
ANDREW T.
PANKOPP
A
N
O
Z
I
R
A
,
A
U
S
A
.
.
.
6/17/2022

E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SEE SHEET V101
SEE SHEET V102
SEE SHEET V104
SEE SHEET V101
401-44-007C
ARIZONA
PUBLIC
SERVICE
401-44-007C
ARIZONA PUBLIC
SERVICE COMPANY
401-44-007C
ARIZONA PUBLIC
SERVICE COMPANY
STATE TRUST LAND
STATE TRUST LAND
SITE BOUNDARY (TYP.)
FLOODPLAIN (TYP.)
PROPOSED RETENTION
BASIN (TYP.)
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
DIRT ROAD (TYP.)
1/4 COR.
SEC. 22 & 23
FD. 1/2" BENT REBAR
DWN. 0.6' (POSITION AT BASE)
C-W.
1/16
W. 1/16
E. 1/16 COR.
FD. 5/8" REBAR
LS 49096
0.08'W.
PROPOSED 8' CHAIN
LINK FENCE (TYP.)
16' ACCESS ROAD (TYP.)
PROPOSED OVERHEAD
SERVICE DESIGNED BY
OTHERS
CONTINUATION OF MV ROUTING
TO FUTURE SUBSTATION
LOCATION. DESIGNED BY OTHERS
PROPOSED FENCE CENTERLINE TO
BE LOCATED 20' NORTH OF
EXISTING LOCATION
DIRT ROAD (TYP.)
SECTION LINE (TYP.
PER SURVEY)
16' ACCESS ROAD (TYP.)
PROPOSED OVERHEAD
SERVICE DESIGNED BY
OTHERS
CONTINUATION OF MV ROUTING
TO FUTURE SUBSTATION
LOCATION. DESIGNED BY OTHERS
PROPOSED FENCE TO
TIE INTO EXISTING
FENCE
1/4 COR.
SEC. 22 & 23
FD. 1/2" BENT REBAR
DWN. 0.6' (POSITION AT BASE)
C-W.
1/16
W. 1/16
E. 1/16 COR.
FD. 5/8" REBAR
LS 49096
0.08'W.
SEC COR. FND 3"
BRASS CAP, 1' DWN.
"LEMME "
EXIST.
OVERHEAD
ELECTRIC
EXIST. GAS LINE
EXIST.
OVERHEAD
ELECTRIC
R50.00'
15.00'
R50.00'
R50.00'
60.00'
REAR SETBACK
30.00'
SIDE SETBACK
30.00'
SIDE SETBACK
60.00' FRONT
SETBACK
130.00' GAS
EASEMENT
165.00' ELEC
EASEMENT
165.00' ELEC
EASEMENT
20.00'
10.68'
R50.00'
16.00'
16.00'
16.00'
R66.00'
16.00'
16.00'
16.00'
16.00'
20.00'
R50.00'
16.00'
20.00'
29.43'
123.98'
28.44'
37.00'
111.91'
29.50'
16.00'
24.00'
15.00' TYP.
15.00' TYP.
19.00'
15.00' TYP.
R50.00'
4.00'
ERN PAC
EXISTING GAS FACILITY
ENCLOSED IN FENCE TO
REMAIN
148.72'
158.47'
31.26'
47.75'
EXISTING 50'x50' GAS
FACILITY ENCLOSED IN
FENCE TO REMAIN
23.18'
SUBSTATION
SUBSTATION
ACCESS ROAD
SITE LAYOUT PLAN
C201
AGAVE SOLAR
06/02/22
DM
NS
MARICOPA COUNTY, AZ
LONG #0457-0090
DATE
DESIGN QC:
DESIGNED BY:
CADD QC:
DRAWN BY:
SHEET
REVISIONS
DATE
DESCRIPTION
2550 HERITAGE COURT, STE 250
ATLANTA, GA 30339
TEL 770.951.2495
, FAX 770.951.2496
www.longeng.com
REV #
REQUESTED BY
Z1
ZONING 2ND SUB.
COUNTY
Z2
ZONING 3RD SUB
COUNTY
R1
IFC REVISION 1
APS
06/02/22
N
0
SCALE: 1"=150'
150
300
225
0
75
KEY PLAN
C#01
C#02
C#03
C#05
C#04
C#06
C#07
C#08
GRAVEL ROAD
LEGEND
PERIMETER FENCE
FLOODPLAIN DELINEATION
SETBACK LINE
EXISTING GAS LINE
PROPERTY LINE
EASEMENT LINE
EXISTING DIRT ROAD
EXISTING OVERHEAD ELECTRIC LINE
E
REZONING BOUNDARY
a
E
n
g
in
e
e
r
l
n
o
is
s
e
f
or
P
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g
d
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r
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t
s
i
)
l
iv
i
(
C
E
C
E
R
T
I
F
I
C
A
T
.
O
N
D
d
e
n
g
i
S
e
t
a
.
.
.
. .
. .
.
.
.
.
76084
ANDREW T.
PANKOPP
A
N
O
Z
I
R
A
,
A
U
S
A
.
.
.
6/17/2022

E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SEE SHEET V101
SEE SHEET V102
SEE SHEET V102
SEE SHEET V103
SEE SHEET V104
SEE SHEET V102
SEE SHEET V105
SEE SHEET V102
DRIVEWAY 1
SEE SHEET C209
ADDITIONAL DETAIL
SECTION LINE (TYP.
PER SURVEY)
401-44-006B
ARIZONA
PUBLIC
SERVICE
STATE TRUST LAND
STATE TRUST LAND
401-44-007C
ARIZONA PUBLIC
SERVICE COMPANY
FLOODPLAIN (TYP.)
PROPOSED RETENTION
BASIN (TYP.)
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
W. 1/16
1/4 COR.
SEC. 22 & 23
FD. 1/2" BENT REBAR
DWN. 0.6' (POSITION AT BASE)
E. 1/16 COR.
FD/ NAIL IN
CONC. FOOTING
0.06'N. 0.34'W.
16' ACCESS ROAD (TYP.)
16' GATE
CONNECT TO EXISTING
DIRT ROAD (TYP.)
CULVERT CROSSING WITH
THREE 30" BARRELS, 75 LF
EA, HEADWALL AT INLET
AND OUTLET (6 TOTAL)
16' GATE
DIRT ROAD (TYP.)
PROPOSED 8' CHAIN LINK FENCE (TYP.)
SOUTHERN PACIFIC RAIL
16' ACCESS ROAD (TYP.)
16' GATE
CONNECT TO EXISTING
DIRT ROAD (TYP.)
OVER HEAD SERVICE TO
BE RELOCATED BY
OWNER
CULVERT CROSSING WITH
THREE 30" BARRELS, 75 LF
EA, HEADWALL AT INLET
AND OUTLET (6 TOTAL)
16' GATE
SEC. COR. S22,
S23, S27, S26
FD. 3" BRASS
CAP, DWN. 0.5'
MARKINGS ILLEGIBLE
1/4 COR.
SEC. 22 & 23
FD. 1/2" BENT REBAR
DWN. 0.6' (POSITION AT BASE)
E. 1/16 COR.
FD/ NAIL IN
CONC. FOOTING
0.06'N. 0.34'W.
EX. OH ELECTRICAL
LINE (TYP.)
EXIST.
OVERHEAD
ELECTRIC
EXIST. GAS LINE
EXIST.
OVERHEAD
ELECTRIC
R50.00'
15.00'
60.00' FRONT
SETBACK
60.00'
REAR SETBACK
60.00' FRONT
SETBACK
30.00' SET
SETBACK
30.00' SET
SETBACK
S
130.00' GAS
EASEMENT
165.00' ELEC
EASEMENT
165.00' ELEC
EASEMENT
16.00'
16.00'
16.00'
16.00'
R50.00'
16.00'
16.00'
1
29.00'
12.00'
111.91'
R50.00'
R50.00'
R50.00'
R50.00'
20.15'
16.00'
29.50'
20.00'
20.00'
18.00'
20.00'
32.00'
70.24'
26.50'
16.00'
R50.00'
R216.00'
30.00'
WEST SOUTHERN PACIFIC TRAIL
SITE LAYOUT PLAN
C202
AGAVE SOLAR
06/02/22
DM
NS
MARICOPA COUNTY, AZ
LONG #0457-0090
DATE
DESIGN QC:
DESIGNED BY:
CADD QC:
DRAWN BY:
SHEET
REVISIONS
DATE
DESCRIPTION
2550 HERITAGE COURT, STE 250
ATLANTA, GA 30339
TEL 770.951.2495
, FAX 770.951.2496
www.longeng.com
REV #
REQUESTED BY
Z1
ZONING 2ND SUB.
COUNTY
Z2
ZONING 3RD SUB
COUNTY
R1
IFC REVISION 1
APS
06/02/22
N
0
SCALE: 1"=150'
150
300
225
0
75
KEY PLAN
C#01
C#02
C#03
C#05
C#04
C#06
C#07
C#08
GRAVEL ROAD
LEGEND
PERIMETER FENCE
FLOODPLAIN DELINEATION
SETBACK LINE
EXISTING GAS LINE
PROPERTY LINE
EASEMENT LINE
EXISTING DIRT ROAD
EXISTING OVERHEAD ELECTRIC LINE
E
REZONING BOUNDARY
a
E
n
g
in
e
e
r
l
n
o
is
s
e
f
or
P
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)
l
iv
i
(
C
E
C
E
R
T
I
F
I
C
A
T
.
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n
g
i
S
e
t
a
.
.
.
. .
. .
.
.
.
.
76084
ANDREW T.
PANKOPP
A
N
O
Z
I
R
A
,
A
U
S
A
.
.
.
6/17/2022

E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
PROPOSED 8' CHAIN LINK FENCE (TYP.)
SEE SHEET V102
SEE SHEET V103
SEE SHEET V105
SEE SHEET V103
SECTION LINE (TYP.
PER SURVEY)
401-45-004
ARLINGTON
VALLEY
LLC
401-45-007
ARLINGTON
VALLEY SOLAR ENERGY
LLC
401-44-001
LSP
ARLINGTON
VALLEY LLC
1/4 COR.
SEC. 26 & 27
FD. 2" ALUM. CAP
RLS 36563 (2004)
PROPOSED RETENTION
BASIN (TYP.)
PROPOSED RETENTION
BASIN (TYP.)
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
C-W
1/16
16' ACCESS ROAD (TYP.)
16' ACCESS ROAD (TYP.)
EXIST.
OVERHEAD
ELECTRIC
EXIST. GAS LINE
EXIST.
OVERHEAD
ELECTRIC
60.00' REAR
SETBACK
30.00'
SIDE SETBACK
130.00' GAS
EASEMENT
165.00' ELEC
EASEMENT
165.00' ELEC
EASEMENT
16.00'
16.00'
29.50'
R50.00'
R50.00'
20.00'
20.00'
140.15'
R50.00'
SITE LAYOUT PLAN
C203
AGAVE SOLAR
06/02/22
DM
NS
MARICOPA COUNTY, AZ
LONG #0457-0090
DATE
DESIGN QC:
DESIGNED BY:
CADD QC:
DRAWN BY:
SHEET
REVISIONS
DATE
DESCRIPTION
2550 HERITAGE COURT, STE 250
ATLANTA, GA 30339
TEL 770.951.2495
, FAX 770.951.2496
www.longeng.com
REV #
REQUESTED BY
Z1
ZONING 2ND SUB.
COUNTY
Z2
ZONING 3RD SUB
COUNTY
R1
IFC REVISION 1
APS
06/02/22
N
0
SCALE: 1"=150'
150
300
225
0
75
KEY PLAN
C#01
C#02
C#03
C#05
C#04
C#06
C#07
C#08
GRAVEL ROAD
LEGEND
PERIMETER FENCE
FLOODPLAIN DELINEATION
SETBACK LINE
EXISTING GAS LINE
PROPERTY LINE
EASEMENT LINE
EXISTING DIRT ROAD
EXISTING OVERHEAD ELECTRIC LINE
E
REZONING BOUNDARY
a
E
n
g
in
e
e
r
l
n
o
is
s
e
f
or
P
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g
d
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t
s
i
)
l
iv
i
(
C
E
C
E
R
T
I
F
I
C
A
T
.
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D
d
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n
g
i
S
e
t
a
.
.
.
. .
. .
.
.
.
.
76084
ANDREW T.
PANKOPP
A
N
O
Z
I
R
A
,
A
U
S
A
.
.
.
6/17/2022

E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
60.00'
24.00'
PROPOSED 8' CHAIN LINK FENCE (TYP.)
SEE SHEET V104
SEE SHEET V101
SEE SHEET V104
SEE SHEET V102
SEE SHEET V106
SEE SHEET V104
SEE SHEET V107
SEE SHEET V104
SEE SHEET V104
SEE SHEET V105
DRIVEWAY 2
SEE SHEET C209 FOR
ADDITIONAL DETAIL
SECTION LINE (TYP.
PER SURVEY)
401-44-019C
ARIZONA
PUBLIC
SERVICE
401-44-008
ARIZONA
PUBLIC
SERVICE
401-44-023B
ARIZONA
PUBLIC
SERVICE
FLOODPLAIN (TYP.)
FLOODPLAIN (TYP.)
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
C-W.
1/16
16' ACCESS ROAD (TYP.)
PROPOSED OVERHEAD
SERVICE DESIGNED BY
OTHERS
CONTINUATION OF MV ROUTING
TO FUTURE SUBSTATION
LOCATION. DESIGNED BY OTHERS
RAILROAD CROSSING
TEMPORARY PARKING
(136 SPACES)
16' GATE
POND FOR
DUST CONTROL
(TO BE REMOVED UPON
PROJECT COMPLETION)
CONSTRUCTION
TRAILERS
PERMANENT OM BUILDING
(DESIGN BY OTHERS)
PROPOSED FENCE CENTERLINE TO
BE LOCATED 20' NORTH OF
EXISTING LOCATION
EXISTING GATE
TO REMAIN
PROPOSED FENCE TO TIE
INTO EXISTING GATE POST
16' ACCESS ROAD (TYP.)
PROPOSED OVERHEAD
SERVICE DESIGNED BY
OTHERS
CONTINUATION OF MV ROUTING
TO FUTURE SUBSTATION
LOCATION. DESIGNED BY OTHERS
RAILROAD CROSSING
TEMPORARY PARKING
(136 SPACES)
PARKING (7 SPACES) 12'
X 18' TYP. 19' X 18' ADA
TEMPORARY
CONSTRUCTION
TRAILERS
PERMANENT OM BUILDING
(DESIGN BY OTHERS)
PROPOSED FENCE TO
TIE INTO EXISTING
FENCE
C-W.
1/16
EX. UG GAS-LINE (TYP.)
EX. OH ELECTRICAL
LINE (TYP.)
R96.00'
60.00' FRONT
SETBACK
60.00' FRONT
SETBACK
60.00' FRONT
SETBACK
30.00'
SIDE SETBACK
LEC
NT
165.00' ELEC
EASEMENT
16.00'
16.00'
R50.00'
16.00'
16.00'
16.00'
16.00'
R50.00'
16.00'
R50.00'
16.00'
16.00'
16.00'
R50.00'
R66.00'
17.00'
29.50'
104.00'
17.00'
12.00'
15.00' TYP.
15.00'
15.00' TYP.
15.00' TYP.
33.00'
19.00'
12.00' TYP.
R66.00'
170.00'
170.00'
4.00'
WEST SOUTHERN PACIFIC TRAIL
GATED EXISTING
REDHAWK DESERT
REVEGATION FACILITY
TO REMAIN
20.49'
20.20'
51.53'
SITE LAYOUT PLAN
C204
AGAVE SOLAR
06/02/22
DM
NS
MARICOPA COUNTY, AZ
LONG #0457-0090
DATE
DESIGN QC:
DESIGNED BY:
CADD QC:
DRAWN BY:
SHEET
REVISIONS
DATE
DESCRIPTION
2550 HERITAGE COURT, STE 250
ATLANTA, GA 30339
TEL 770.951.2495
, FAX 770.951.2496
www.longeng.com
REV #
REQUESTED BY
Z1
ZONING 2ND SUB.
COUNTY
Z2
ZONING 3RD SUB
COUNTY
R1
IFC REVISION 1
APS
06/02/22
N
0
SCALE: 1"=150'
150
300
225
0
75
KEY PLAN
C#01
C#02
C#03
C#05
C#04
C#06
C#07
C#08
GRAVEL ROAD
LEGEND
PERIMETER FENCE
FLOODPLAIN DELINEATION
SETBACK LINE
EXISTING GAS LINE
PROPERTY LINE
EASEMENT LINE
EXISTING DIRT ROAD
EXISTING OVERHEAD ELECTRIC LINE
E
REZONING BOUNDARY
a
E
n
g
in
e
e
r
l
n
o
is
s
e
f
or
P
R
e
g
d
e
r
e
t
s
i
)
l
iv
i
(
C
E
C
E
R
T
I
F
I
C
A
T
.
O
N
D
d
e
n
g
i
S
e
t
a
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. .
. .
.
.
.
.
76084
ANDREW T.
PANKOPP
A
N
O
Z
I
R
A
,
A
U
S
A
.
.
.
6/17/2022

E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SEE SHEET V105
SEE SHEET V102
SEE SHEET V105
SEE SHEET V103
SEE SHEET V107
SEE SHEET V105
SEE SHEET V108
SEE SHEET V105
SEE SHEET V104
SEE SHEET V105
SECTION LINE (TYP.
PER SURVEY)
401-44-011
401-44-001
LSP
ARLINGTON
VALLEY LLC
401-44-002
401-44-018
ARLINGTON VALLEY SOLAR
ENERGY II LLC
ARIZONA PUBLIC
SERVICE COMPANY
ARIZONA PUBLIC
SERVICE COMPANY
PROPOSED RETENTION
BASIN (TYP.)
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
C. 1/4 COR.
SEC. 26
FD. 1/2" REBAR
AND CAP STAMPED
AJW 37936
C-W
1/16
W. 1/16
1/4 COR.
SEC. 23 & 26
FD. 2" MARICOPA
COUNTY ALUM. CAP
RLS 36563 (2004)
16' ACCESS ROAD (TYP.)
16' ACCESS ROAD (TYP.)
EXISTING
OVERHEAD ELECTRIC (TYP.)
PROPOSED 8'
CHAIN LINK FENCE (TYP.)
C. 1/4 COR.
SEC. 26
FD. 1/2" REBAR
AND CAP STAMPED
AJW 37936
C-N 1/16
FD. PK NAIL/WASHER
IN CONC. FENCE
FOOTING RLS 37936
1/4 COR.
SEC. 23 & 26
FD. 2" MARICOPA
COUNTY ALUM. CAP
RLS 36563 (2004)
PROPOSED 8' CHAIN LINK FENCE (TYP.)
N 1/16, FND PK
NAIL/WASHER IN CONC
FENCE FOOTING. LS
37936
C. 1/4 COR.
SEC. 26
FD. 1/2" REBAR
AND CAP STAMPED
AJW 37936
60.00'
REAR SETBACK
60.00'
REAR SETBACK
30.00' SIDE
SETBACK
30.00' SIDE
SETBACK
C
165.00' ELEC
EASEMENT
16.00'
16.00'
R50.00'
16.00'
16.00'
16.00'
16.00'
16.00'
29.50'
137.76'
15.68'
29.50'
120.00'
17.00'
R50.00'
R50.00'
15.00' TYP.
15.00'
15.00' TYP.
140.15'
31.00'
42.25'
R50.00'
R50.00'
SITE LAYOUT PLAN
C205
AGAVE SOLAR
06/02/22
DM
NS
MARICOPA COUNTY, AZ
LONG #0457-0090
DATE
DESIGN QC:
DESIGNED BY:
CADD QC:
DRAWN BY:
SHEET
REVISIONS
DATE
DESCRIPTION
2550 HERITAGE COURT, STE 250
ATLANTA, GA 30339
TEL 770.951.2495
, FAX 770.951.2496
www.longeng.com
REV #
REQUESTED BY
Z1
ZONING 2ND SUB.
COUNTY
Z2
ZONING 3RD SUB
COUNTY
R1
IFC REVISION 1
APS
06/02/22
N
0
SCALE: 1"=150'
150
300
225
0
75
KEY PLAN
C#01
C#02
C#03
C#05
C#04
C#06
C#07
C#08
GRAVEL ROAD
LEGEND
PERIMETER FENCE
FLOODPLAIN DELINEATION
SETBACK LINE
EXISTING GAS LINE
PROPERTY LINE
EASEMENT LINE
EXISTING DIRT ROAD
EXISTING OVERHEAD ELECTRIC LINE
E
REZONING BOUNDARY
a
E
n
g
in
e
e
r
l
n
o
is
s
e
f
or
P
R
e
g
d
e
r
e
t
s
i
)
l
iv
i
(
C
E
C
E
R
T
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F
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O
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n
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.
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.
.
.
.
76084
ANDREW T.
PANKOPP
A
N
O
Z
I
R
A
,
A
U
S
A
.
.
.
6/17/2022

E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
FO
G
FO
SEE SHEET V106
SEE SHEET V104
SEE SHEET V106
SEE SHEET V107
401-44-020
ARIZONA
PUBLIC
SERVICE
STATE TRUST LAND
STATE TRUST LAND
STATE TRUST LAND
STATE TRUST LAND
PROPOSED RETENTION
BASIN (TYP.)
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
16' ACCESS ROAD (TYP.)
EXISTING SUN STREAMS II SOLAR
PROPOSED FENCE TO
TERMINATE AT EXISTING FENCE
FLOODPLAIN (TYP.)
SECTION LINE (TYP.
PER SURVEY)
16' ACCESS ROAD (TYP.)
EXISTING SUN STREAMS II SOLAR
PROPOSED FENCE TO
TERMINATE AT EXISTING FENCE
PROPOSED 8' CHAIN
LINK FENCE (TYP.)
C-S-N 1/64,
SET AS DESC.
ALSO FND 1/2 REBAR, NO ID,
2.3' S, 1.2' E
C1/4 SET AS DESC. ALSO FND
1/2 REBAR 1.7' S & 1.1' E. 0.3'
DWN
ALSO FND 1/2" REBAR 3.2' S &
3.3' E
1/4 COR. FND 2" ALUM CAP,
STAMPED
MARICOPA COUNTY
R50.00'
16.00'
30.00' SIDE
SETBACK
30.00' SIDE
SETBACK
60.00' FRONT
SETBACK
60.00' FRONT
SETBACK
60.00' FRONT
SETBACK
16.00'
16.00'
R66.00'
16.00'
16.00'
16.00'
16.00'
R50.00'
R50.00'
R50.00'
16.00'
R66.00'
R66.00'
16.00'
R50.00'
R50.00'
R66.00'
100.00'
29.50'
92.26'
29.50'
27.20' TYP.
15.00' TYP.
WEST SOUTHERN PACIFIC TRAIL
SITE LAYOUT PLAN
C206
AGAVE SOLAR
06/02/22
DM
NS
MARICOPA COUNTY, AZ
LONG #0457-0090
DATE
DESIGN QC:
DESIGNED BY:
CADD QC:
DRAWN BY:
SHEET
REVISIONS
DATE
DESCRIPTION
2550 HERITAGE COURT, STE 250
ATLANTA, GA 30339
TEL 770.951.2495
, FAX 770.951.2496
www.longeng.com
REV #
REQUESTED BY
Z1
ZONING 2ND SUB.
COUNTY
Z2
ZONING 3RD SUB
COUNTY
R1
IFC REVISION 1
APS
06/02/22
N
0
SCALE: 1"=150'
150
300
225
0
75
KEY PLAN
C#01
C#02
C#03
C#05
C#04
C#06
C#07
C#08
GRAVEL ROAD
LEGEND
PERIMETER FENCE
FLOODPLAIN DELINEATION
SETBACK LINE
EXISTING GAS LINE
PROPERTY LINE
EASEMENT LINE
EXISTING DIRT ROAD
EXISTING OVERHEAD ELECTRIC LINE
E
REZONING BOUNDARY
a
E
n
g
in
e
e
r
l
n
o
is
s
e
f
or
P
R
e
g
d
e
r
e
t
s
i
)
l
iv
i
(
C
E
C
E
R
T
I
F
I
C
A
T
.
O
N
D
d
e
n
g
i
S
e
t
a
.
.
.
. .
. .
.
.
.
.
76084
ANDREW T.
PANKOPP
A
N
O
Z
I
R
A
,
A
U
S
A
.
.
.
6/17/2022

E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SEE SHEET V107
SEE SHEET V104
SEE SHEET V107
SEE SHEET V105
SEE SHEET V106
SEE SHEET V107
SEE SHEET V107
SEE SHEET V018
SECTION LINE (TYP.
PER SURVEY)
401-44-010
ARIZONA PUBLIC
SERVICE COMPANY
401-44-022
ARIZONA
PUBLIC
SERVICE
STATE TRUST LAND
STATE TRUST LAND
FLOODPLAIN (TYP.)
PROPOSED RETENTION
BASIN (TYP.)
PROPOSED RETENTION
BASIN (TYP.)
PROPOSED RETENTION
BASIN (TYP.)
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
EXISTING SUN STREAMS II SOLAR
16' ACCESS ROAD (TYP.)
CONCRETE LOW WATER
CROSSING (TYP.)
EXISTING SUN STREAMS II SOLAR
16' ACCESS ROAD (TYP.)
CONCRETE LOW WATER
CROSSING (TYP.)
SEC COR. FND 3" BRASS CAP
STAMPED
MARICOPA COUNTY
1/4 COR. FND 2" ALUM
CAP, STAMPED
MARICOPA COUNTY
N 1/16, FND PK
NAIL/WASHER IN CONC
FENCE FOOTING. LS
37936
30.00'
SIDE SETBACK
16.00'
16.00'
R50.00'
16.00'
16.00'
R50.00'
16.00'
R66.00'
16.00'
16.00'
16.00'
16.00'
16.00'
R66.00'
16.00'
16.00'
16.00'
R50.00'
R50.00'
R50.00'
R50.00'
R216.00'
16.00'
16.00'
16.00'
16.00'
16.00'
R50.00'
R216.00'
12.00'
29.50'
120.00'
17.00'
20.00'
29.50'
100.00'
17.01'
29.50'
24.79'
29.02'
190.23'
150.00'
27.00'
19.00'
15.00'
19.00'
19.00'
R50.00'
R50.00'
SITE LAYOUT PLAN
C207
AGAVE SOLAR
06/02/22
DM
NS
MARICOPA COUNTY, AZ
LONG #0457-0090
DATE
DESIGN QC:
DESIGNED BY:
CADD QC:
DRAWN BY:
SHEET
REVISIONS
DATE
DESCRIPTION
2550 HERITAGE COURT, STE 250
ATLANTA, GA 30339
TEL 770.951.2495
, FAX 770.951.2496
www.longeng.com
REV #
REQUESTED BY
Z1
ZONING 2ND SUB.
COUNTY
Z2
ZONING 3RD SUB
COUNTY
R1
IFC REVISION 1
APS
06/02/22
N
0
SCALE: 1"=150'
150
300
225
0
75
KEY PLAN
C#01
C#02
C#03
C#05
C#04
C#06
C#07
C#08
GRAVEL ROAD
LEGEND
PERIMETER FENCE
FLOODPLAIN DELINEATION
SETBACK LINE
EXISTING GAS LINE
PROPERTY LINE
EASEMENT LINE
EXISTING DIRT ROAD
EXISTING OVERHEAD ELECTRIC LINE
E
REZONING BOUNDARY
a
E
n
g
in
e
e
r
l
n
o
is
s
e
f
or
P
R
e
g
d
e
r
e
t
s
i
)
l
iv
i
(
C
E
C
E
R
T
I
F
I
C
A
T
.
O
N
D
d
e
n
g
i
S
e
t
a
.
.
.
. .
. .
.
.
.
.
76084
ANDREW T.
PANKOPP
A
N
O
Z
I
R
A
,
A
U
S
A
.
.
.
6/17/2022

EXISTING FENCE
SEE SHEET V108
SEE SHEET V105
SEE SHEET V107
SEE SHEET V018
SECTION LINE (TYP.
PER SURVEY)
401-44-021
401-44-009
401-44-012
ARLINGTON
VALLEY
LLC
ST
STATE TRUST LAND
STATE TRUST LAND
ARIZONA PUBLIC
SERVICE COMPANY
ARIZONA PUBLIC
SERVICE COMPANY
PROPOSED RETENTION
BASIN (TYP.)
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
PROPOSED
PHOTOVOLTAIC
(PV) ARRAY
EXISTING SUN STREAMS II SOLAR
16' ACCESS ROAD (TYP.)
PERIMETER FENCE TO TERMINATE
AT EXISTING FENCE (TYP.)
CONCRETE LOW WATER
CROSSING (TYP.)
EXISTING SUN STREAMS II SOLAR
16' ACCESS ROAD (TYP.)
PERIMETER FENCE TO TERMINATE
AT EXISTING FENCE (TYP.)
CONCRETE LOW WATER
CROSSING (TYP.)
PROPOSED 8' CHAIN
LINK FENCE (TYP.)
N 1/16, FND PK
NAIL/WASHER IN CONC
FENCE FOOTING. LS
37936
C-S 1/16, FND 1/2"
REBAR/PLASTIC CAP
"HERSEY" RLS 11750
C 1/4, FND 1/2"
REBAR/PLASTIC CAP
STAMPED, AJW 37936
1/4 COR. FND 2" ALUM CAP,
STAMPED MARICOPA COUNTY
FNC, 0.2'W
60.00'
REAR SETBACK
30.00'
SIDE SETBACK
30.00'
SIDE SETBACK
16.00'
16.00'
16.00'
R216.00'
16.00'
16.00'
16.00'
R50.00'
R50.00'
R50.00'
R50.00'
16.00'
29.50'
14.47'
29.50'
150.00'
24.79'
120.48'
29.50'
150.00'
23.00'
R50.00'
SITE LAYOUT PLAN
C208
AGAVE SOLAR
06/02/22
DM
NS
MARICOPA COUNTY, AZ
LONG #0457-0090
DATE
DESIGN QC:
DESIGNED BY:
CADD QC:
DRAWN BY:
SHEET
REVISIONS
DATE
DESCRIPTION
2550 HERITAGE COURT, STE 250
ATLANTA, GA 30339
TEL 770.951.2495
, FAX 770.951.2496
www.longeng.com
REV #
REQUESTED BY
Z1
ZONING 2ND SUB.
COUNTY
Z2
ZONING 3RD SUB
COUNTY
R1
IFC REVISION 1
APS
06/02/22
N
0
SCALE: 1"=150'
150
300
225
0
75
KEY PLAN
C#01
C#02
C#03
C#05
C#04
C#06
C#07
C#08
GRAVEL ROAD
LEGEND
PERIMETER FENCE
FLOODPLAIN DELINEATION
SETBACK LINE
EXISTING GAS LINE
PROPERTY LINE
EASEMENT LINE
EXISTING DIRT ROAD
EXISTING OVERHEAD ELECTRIC LINE
E
REZONING BOUNDARY
a
E
n
g
in
e
e
r
l
n
o
is
s
e
f
or
P
R
e
g
d
e
r
e
t
s
i
)
l
iv
i
(
C
E
C
E
R
T
I
F
I
C
A
T
.
O
N
D
d
e
n
g
i
S
e
t
a
.
.
.
. .
. .
.
.
.
.
76084
ANDREW T.
PANKOPP
A
N
O
Z
I
R
A
,
A
U
S
A
.
.
.
6/17/2022

16.00'
22.60'
40.00'
R50.00'
R50.00'
25.00'
25.00'
25.00'
WEST SOUTHERN PACIFIC TRAIL
EX. FENCE
EX. TELECOM
EX. FENCE
EX. PARKING
R/W
EX. TELECOM
SIGHT TRIANGLE: AREA TO
BE CLEAR AND FREE FROM
OBSTRUCTION AT ALL TIMES.
SIGHT TRIANGLE: AREA TO
BE CLEAR AND FREE FROM
OBSTRUCTION AT ALL TIMES.
EX. BLDG
RAIL ROAD CENTERLINE
PROPERTY
LINE
R50.00'
R50.00'
16.00'
40.00'
17.65'
25.00'
25.00'
25.00'
WEST SOUTHERN PACIFIC TRAIL
EX. GAS
EX. TELECOM
R/W
SIGHT TRIANGLE: AREA TO
BE CLEAR AND FREE FROM
OBSTRUCTION AT ALL TIMES.
SIGHT TRIANGLE: AREA TO
BE CLEAR AND FREE FROM
OBSTRUCTION AT ALL TIMES.
ZONING SETBACK
EX. APS GAS EASEMENT
RAIL ROAD CENTERLINE
PROPERTY LINE
SITE DRIVEWAY CONNECTIONS
C209
AGAVE SOLAR
06/02/22
DM
NS
MARICOPA COUNTY, AZ
LONG #0457-0090
DATE
DESIGN QC:
DESIGNED BY:
CADD QC:
DRAWN BY:
SHEET
REVISIONS
DATE
DESCRIPTION
2550 HERITAGE COURT, STE 250
ATLANTA, GA 30339
TEL 770.951.2495
, FAX 770.951.2496
www.longeng.com
REV #
REQUESTED BY
Z1
ZONING 2ND SUB.
COUNTY
Z2
ZONING 3RD SUB
COUNTY
R1
IFC REVISION 1
APS
06/02/22
ACCESS ROAD
VARIES (SEE NOTE 3)
16 FEET WIDE
8" ONSITE NATIVE SOIL WITH A MOISTURE
CONDITIONED TO +/- 3% OPTIMUM MOISTURE &
COMPACTED TO 95% MAX DRY DENSITY PER ASTM
D698
NOTE:
1)
SUBGRADE SHALL CONSIST OF SCARIFIED, MOISTURE CONDITIONED, AND COMPACTED NATIVE SOILS.
2)
TOP OF ACCESS ROAD SURFACE TO BE FLUSH WITH EXISTING GRADE TO ENSURE SHEET FLOW ACROSS PROPOSED
ACCESS ROADS.
3)
MAXIMUM TIE IN SLOPE OF 3:1. MAXIMUM TIE IN SLOPE OF 5% WHEN ELECTRICAL EQUIPMENT IS IN THE AREA.
4)
2% TYPICAL ACCESS ROAD CROSS SLOPE. SLOPE CAN BE ADJUSTED DOWN TO MATCH EXISTING GROUND SLOPE IN
ORDER TO PROMOTE CONTINUED SHEET DRAINAGE ACROSS THE ROAD. CROSS SLOPE SHALL NOT BE LESS THAN 0.5%.
(SEE NOTE 2)
(SEE NOTE 4)
NATIVE SOIL
4 INCH GAB
DRIVEWAY 1
DRIVEWAY 2
N
0
SCALE: 1"=20'
20
40
10
30
N
0
SCALE: 1"=20'
20
40
10
30
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76084
ANDREW T.
PANKOPP
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6/17/2022

1091'
1091'
183'
655'
1354'
169'
1091'
1091'
238'
1252'
673'
C210
SOLAR PANEL TYPICAL DETAILS
AGAVE SOLAR
06/02/22
DM
NS
MARICOPA COUNTY, AZ
LONG #0457-0090
DATE
DESIGN QC:
DESIGNED BY:
CADD QC:
DRAWN BY:
SHEET
REVISIONS
DATE
DESCRIPTION
2550 HERITAGE COURT, STE 250
ATLANTA, GA 30339
TEL 770.951.2495
, FAX 770.951.2496
www.longeng.com
REV #
REQUESTED BY
Z1
ZONING 2ND SUB.
COUNTY
Z2
ZONING 3RD SUB
COUNTY
R1
IFC REVISION 1
APS
06/02/22
SOLAR PANEL TYPICAL DETAILS
60°
VARIES BETWEEN
12 AND 50 INCHES
VARIES BETWEEN
43 AND 75 INCHES
VARIES BETWEEN
81 AND 120 INCHES
18 FEET
34 FEET
NTS
TYPICAL TRACKER LAYOUT
NTS
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. .
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.
.
76084
ANDREW T.
PANKOPP
A
N
O
Z
I
R
A
,
A
U
S
A
.
.
.
6/17/2022

C210
SITE DETAILS
AGAVE SOLAR
06/02/22
DM
NS
MARICOPA COUNTY, AZ
LONG #0457-0090
DATE
DESIGN QC:
DESIGNED BY:
CADD QC:
DRAWN BY:
SHEET
REVISIONS
DATE
DESCRIPTION
2550 HERITAGE COURT, STE 250
ATLANTA, GA 30339
TEL 770.951.2495
, FAX 770.951.2496
www.longeng.com
REV #
REQUESTED BY
Z1
ZONING 2ND SUB.
COUNTY
Z2
ZONING 3RD SUB
COUNTY
R1
IFC REVISION 1
APS
06/02/22
FENCE DETAIL
NTS
8'
8'
8'
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76084
ANDREW T.
PANKOPP
A
N
O
Z
I
R
A
,
A
U
S
A
.
.
.
6/17/2022

REV
DATE
DESCRIPTION
BY
date
detailed
checked
designed
project
contract
rev.
drawing
file
CKD
COPYRIGHT ©
BURNS & McDONNELL ENGINEERING COMPANY, INC.
2022
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
J. LI
N. MILLER
N. MILLER
6/17/2022
AGV-C-CA7-002.dwg
B
AGV-C-CA7-002
-
139547
CIVIL NOTES
SITE WORK
FUTURE AGAVE SUBSTATION
ISSUED FOR
PERMITTING
YL
B
6/17/22
NM
IFP
GENERAL NOTES:
1.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
2.
ALL DIMENSIONS ARE INDICATED IN INTERNATIONAL FEET (') UNLESS NOTED OTHERWISE.
3.
CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE CODES PER THE GOVERNING MUNICIPALITY.
4.
SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL LAYOUT AND ALL ELEVATION CONTROL FOR THE
PROJECT.
5.
SUBCONTRACTOR SHALL COMPARE ALL DIMENSIONS AND CONDITIONS ON CONTRACT DOCUMENTS AND
AT THE SITE. ANY OMISSION OR CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR.
IN CASE OF ANY CONFLICT, FOLLOW THE MOST STRINGENT REQUIREMENT AS DIRECTED BY CONTRACTOR.
6.
SUBCONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDITIONS SET FORTH IN THE NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT ESTABLISHED FOR THE SITE AT ALL TIMES.
7.
SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL BEST MANAGEMENT PRACTICES (BMPs)
OF THE SWPPP.
8.
ANY DEVIATION FROM CONTRACT DOCUMENTS SHALL BE APPROVED BY THE CONTRACTOR AND SHALL BE
SO DOCUMENTED. THIS DOCUMENTATION SHALL BECOME PART OF CONTRACT DOCUMENTS.
9.
OBSERVATION VISITS TO THE SITE BY CONTRACTOR'S FIELD REPRESENTATIVES SHALL NOT BE
CONSTRUED AS INSPECTION OR APPROVAL OF CONSTRUCTION.
10. IF A CONFLICT IS FOUND BETWEEN DRAWINGS OR BETWEEN A DRAWING AND THE SPECIFICATIONS, IT IS
THE SUBCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CONTRACTOR IMMEDIATELY. CONTINUED
CONSTRUCTION OF THE AREA IN QUESTION SHALL BE AT THE SUBCONTRACTORS OWN RISK, UNTIL THE
CONFLICT IS RESOLVED BY THE CONTRACTOR.
11. UNLESS NOTED OTHERWISE, ALL EXISTING FACILITIES ARE TO REMAIN UNDISTURBED AND USED IN PLACE.
THE CONTRACTOR SHALL TAKE PRECAUTIONS NECESSARY TO PREVENT DAMAGE. THE CONTRACTOR
SHALL REPAIR AND/OR REPLACE, AT THEIR EXPENSE, ALL EXISTING FACILITIES DAMAGED DURING
CONSTRUCTION ACTIVITIES. EXISTING FACILITIES NOTED FOR REMOVAL SHALL BE REMOVED AND
DISPOSED OFF-SITE AT THE SUBCONTRACTOR'S EXPENSE. ALL EXCESS MATERIAL RESULTING FROM
EARTHWORK OPERATIONS SHALL BE DISPOSED OF AT THE SUBCONTRACTOR'S EXPENSE. METHOD OF
DISPOSAL OF MATERIAL AND LOCATION SHALL BE APPROVED BY THE CONTRACTOR.
12.
TWO (2) WORKING DAYS PRIOR EXCAVATION, THE SUBCONTRACTOR SHALL CALL FOR BLUE STAKE UTILITY
LOCATING SERVICES AT THE BLUE STAKE CENTER (PHONE 1-800-782-5348). CONTRACTOR OR APS
INSPECTOR TO COORDINATE THE ON-SITE BLUE STAKE INTERNALLY WITHIN APS BLUE STAKE GROUP.
13.
SUBCONTRACTOR SHALL IDENTIFY AND NOTIFY UTILITIES AFFECTED BY CONSTRUCTION ACTIVITIES A
MINIMUM OF 15 WORKING DAYS IN ADVANCE OF ANY NECESSARY UTILITY OUTAGES.
14.
THE SUBCONTRACTOR SHALL ENSURE ALL NECESSARY SWPPP AND DUST PERMITS ARE OBTAINED PRIOR
TO CONSTRUCTION.
15.
CONTRACTOR IS NOT RESPONSIBLE FOR LIABILITY ACCRUED DUE TO DELAYS AND/OR DAMAGE TO
UTILITIES IN CONJUNCTION WITH THIS PROJECT.
16.
ANY WORK PERFORMED WITHOUT THE APPROVAL OF CONTRACTOR, AND ALL WORK AND MATERIALS NOT
IN CONFORMANCE WITH THE SPECIFICATIONS ARE SUBJECT TO REMOVAL AND REPLACEMENT AT THE
SUBCONTRACTOR'S EXPENSE.
17. PRIOR TO FINAL APPROVAL AND ACCEPTANCE OF THE WORK, THE SUBCONTRACTOR WILL BE REQUIRED
TO CLEAN ADJACENT (OFF-PROJECT) ROADWAYS USED DURING THE COURSE OF CONSTRUCTION.
18.
SUBCONTRACTOR SHALL PROTECT EXPOSED SUBGRADE SURFACE BY INSTALLING PERMANENT EROSION
CONTROL BMP'S PRIOR TO ANY RAINFALL EVENT. TEMPORARY EROSION CONTROL BMP'S SHALL BE
INSTALLED IF PERMANENT EROSION CONTROL BMP'S CANNOT BE INSTALLED.
19.
SUBCONTRACTOR SHALL PROVIDE THE CONTRACTOR WITH SUBMITTALS FOR ALL SUBCONTRACTOR
PROVIDED MATERIALS PRIOR TO CONSTRUCTION. SUBMITTALS SHALL INCLUDE INFORMATION PERTINENT
TO THE PERFORMANCE OF THE PRODUCT, AS WELL AS ANY MANUFACTURER INSTALLATION INSTRUCTIONS
WHICH ARE NOT COVERED ELSEWHERE IN THE GENERAL NOTES OR PROJECT SPECIFICATIONS.
CLEARING/STRIPPING NOTES:
1.
CLEARING AND GRUBBING SHALL BE MAINTAINED WITHIN THE LIMIT OF GRADING AND SHALL NOT CREATE
ANY PUBLIC HAZARD.
2.
BURNING WILL NOT BE ALLOWED ON SITE.
3.
ALL LOOSE ROOT AND LIMB MATERIAL SHALL BE RAKED AND REMOVED FROM THE SITE.
4.
STRIP ALL AREAS DESIGNATED TO RECEIVE FILL TO A MINIMUM DEPTH OF 6 INCHES FROM EXISTING GRADE
TO REMOVE ALL ORGANIC MATTER, DEBRIS, AND UNSTABLE SOIL IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS.
DEMOLITION NOTES:
1.
MATERIAL REMOVED FROM THIS PROJECT SITE SHALL BE DISPOSED OF IN A PROPER AND LEGAL MANNER.
2.
IF ANY HAZARDOUS MATERIALS ARE ENCOUNTERED, CONTRACTOR SHALL BE NOTIFIED IMMEDIATELY TO
PROVIDE DIRECTION.
3.
THE SUBCONTRACTOR SHALL REDUCE AIRBORNE DUST DURING DEMOLITION PER DUST CONTROL PERMIT
REQUIREMENTS.
4.
THE SUBCONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES AS REQUIRED DURING DEMOLITION PER
SWPPP DOCUMENT.
5.
SUBCONTRACTOR MUST TAKE CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITIES, ACTUAL FIELD
LOCATIONS OF EXISTING UTILITIES MUST BE LOCATED PRIOR TO START OF DEMOLITION.
6.
PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, AND SERVICES TO PERFORM ALL OPERATION REQUIRED FOR
COMPLETE DEMOLITION AND RELATED WORK AS DESCRIBED AND SPECIFIED.
7.
EXERCISE EXTREME CARE DURING DEMOLITION SO AS NOT TO DAMAGE ITEMS THAT ARE INTENDED TO
REMAIN.
8.
ANYTHING DAMAGED AT THE TIME OF WORK IS TO BE REPAIRED AND/OR REPLACED TO MATCH EXISTING
CONSTRUCTION AT SUBCONTRACTORS EXPENSE.
EARTHWORK NOTES:
1.
PROPOSED CONTOURS AND FINISHED GRADE ELEVATIONS (FG) REFERS TO THE TOP OF ALL
PROPOSED MATERIALS.
2.
ALL CUT OR FILL SLOPES SHALL BE 4:1 UNLESS OTHERWISE NOTED ON THE DRAWINGS.
3.
PROVIDE UNIFORM SLOPE BETWEEN INDICATED ELEVATIONS SO THAT ALL AREAS SLOPE TO
DRAIN AND NO STORM WATER IS PONDED ON SITE BOTH DURING AND AFTER CONSTRUCTION.
4.
ALL FLOWLINES THAT ARE DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REPAIRED TO
MATCH FLOWLINES PRIOR TO DISTURBANCE.
5.
PROOF ROLL TO LOCATE SOFT, YIELDING MATERIAL (MIN. 15 TONS UNIFORM LOADING ON
SUBGRADE). UNDERCUT SOFT, YIELDING AREAS FULL-DEPTH. SCARIFY EXPOSED SUBGRADE
AREA TO A MINIMUM DEPTH OF 10 INCHES, MOISTURE CONDITION (-2% TO +2% OF THE
MATERIAL'S OPTIMUM MOISTURE CONTENT), AND COMPACT TO A MINIMUM 95% OF THE
MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY STANDARD PROCTOR TEST (ASTM
D698) PRIOR TO PLACING SELECT FILL.
6.
FILL SHALL BE PLACED IN LOOSE LIFTS NO GREATER THAN 8 INCHES AND COMPACTED TO A
MIN. 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY STANDARD
PROCTOR TEST (ASTM D698) WITH A MOISTURE CONTENT OF -2% TO +2% OF THE MATERIAL'S
OPTIMUM MOISTURE CONTENT.
7.
COMPACT ALL NEWLY GRADED AREAS TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY
DENSITY AS DETERMINED BY STANDARD PROCTOR TEST (ASTM D698) WITH A MOISTURE
CONTENT OF -2% T0 +2% OF THE MATERIAL'S OPTIMUM MOISTURE CONTENT PRIOR TO
PLACING BASE AND SURFACE COURSE.
8.
FILL SHALL CONFORM TO THE PROJECT SPECIFICATIONS.
9.
SURFACE COURSE SHALL BE CRUSHED LIMESTONE (ASTM C33, NO. 57), AND SHALL HAVE A
MINIMUM WET RESISTIVITY OF 3000 OHM-M.
10. BASE COURSE SHALL BE ADOT SPECIFICATION ITEM 303, CLASS 1 AGGREGATE AND SHALL BE
COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D1557 WITH A
MOISTURE CONTENT OF -2% TO +2% OF THE MATERIAL'S OPTIMUM MOISTURE CONTENT.
11. RIPRAP SHALL BE QUARRIED ROCK PIECES. RIPRAP PLACED IN 12 INCH DEPTHS SHALL HAVE A
D50 OF 5 INCHES AND A D100 OF 8 INCHES. RIPRAP PLACED IN 6 INCH DEPTHS SHALL HAVE A D50
OF 3 INCHES AND A D100 OF 5 INCHES.
SURVEY AND GEOTECHNICAL NOTES:
1.
NORTHING AND EASTING COORDINATES ON THESE DRAWINGS ARE IN STATE PLANE NAD83
ARIZONA CENTRAL ZONE (INTERNATIONAL FEET). ELEVATIONS ON THESE DRAWINGS ARE IN
NAVD88.
2.
UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN PLOTTED FROM
AVAILABLE SURVEYS AND RECORDS AND THEREFORE LOCATIONS MUST BE CONSIDERED
APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH ARE
PRESENTLY NOT KNOWN OR SHOWN. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO
DETERMINE THEIR EXISTENCE AND EXACT LOCATION.
3.
EXISTING FEATURES SHOWN ON THESE DRAWINGS ARE BASED ON SURVEY PROVIDED BY
APS (ALTA SURVEY DATED NOVEMBER 2021, AND LiDAR SURVEY DATED MARCH 2022).
4.
THE PROPOSED DESIGN IS BASED ON GEOTECHNICAL RECOMMENDATIONS BASED ON THE
CONDITION OF THE SITE AT THE TIME OF OF THE GEOTECHNICAL INVESTIGATION.
SUBCONTRACTOR SHALL TAKE INTO ACCOUNT THE CONDITION OF THE SITE PRIOR TO
STARTING CONSTRUCTION ACTIVITIES. SUBCONTRACTOR SHALL NOTIFY CONTRACTOR IF
CONDITIONS DEVIATE FROM WHAT WAS DESCRIBED IN THE GEOTECHNICAL REPORT.
5.
GEOTECHNICAL REPORT PROVIDED BY TERRACON. SEE "GEOTECHINCAL ENGINEERING
REPORT, APS AGAVE 500kV/34.5kV SOLAR COLLECTOR SUBSTATION SOUTHWEST OF ELLIOT
ROAD AND 366TH AVENUE, ARLINGTON, ARIZONA, MARCH 29, 2022, TERRACON PROJECT NO.
65225020".
ABBREVIATIONS:
AC
ACRE
BVCS
BEGINNING VERTICAL CURVE STATION
BVCE
BEGINNING VERTICAL CURVE ELEVATION
CFS
CUBIC FEET PER SECOND
CGHDPE
CORRUGATED HIGH-DENSITY POLYETHYLENE
CL
CENTER LINE
CONST.
CONSTRUCTION
CY
CUBIC YARD
DIA.
DIAMETER
E
EAST/EASTING
EG
EXISTING GRADE
EL
ELEVATION
ELEV
ELEVATION
EVCS
END VERTICAL CURVE STATION
EVCE
END VERTICAL CURVE ELEVATION
EXIST.
EXISTING
FG
FINISHED GRADE
GALV.
GALVANIZED
ID
INSIDE DIAMETER
IN.
INCH
INV
INVERT ELEVATION
K
CURVE COEFFICIENT
L
LEFT
LF
LINEAR FEET
LL
LIQUID LIMIT
LVC
LENGTH OF VERTICAL CURVE
MAX.
MAXIMUM
MAY.
MINIMUM
N
NORTH/NORTHING
OD
OUTSIDE DIAMETER
PC
TANGENT-CURVE INTERSECT
PGL
PROFILE GRADE LINE
PI
PLASTICITY INDEX
PROP.
PROPOSED
PT
CURVE-TANGENT INTERSECT
PVI
POINT OF VERTICAL INTERSECTION
PVMT
PAVEMENT
R
RADIUS/RIGHT
RCEP
REINFORCED CONCRETE ELLIPTICAL PIPE
S
SOUTH
STA
STATION
SWPPP
STORMWATER POLLUTION PREVENTION PLAN
SY
SQUARE YARD
TYP.
TYPICAL
YL
A
6/03/22
NM
90% IFR

X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
O
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
O
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
O
885
882
883
884
886
886
887
887
888
888
889
889
885
884
886
887
887
888
888
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
ST
ST
885
885
885
884
884
885
886
ST
X
X
X
X
X
X
X
X
X
X
X
X
X
885
883884
886
886
886
886
886
887
887
887
885
886
887
886
887
887
888
888
886
885
884
885 884
886
REV
DATE
DESCRIPTION
BY
date
detailed
checked
designed
project
contract
rev.
drawing
file
CKD
COPYRIGHT ©
BURNS & McDONNELL ENGINEERING COMPANY, INC.
2022
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
Y. LI
N. MILLER
N. MILLER
6/17/2022
AGV-C-CS7-001.dwg
B
AGV-C-CS7-001
-
139547
SITE CONTROL PLAN
SITE WORK
FUTURE AGAVE SUBSTATION
LEGEND:
1.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
PROJECT SPECIFICATIONS AND ALL NOTES ON DRAWING
AGV-C-CA7-002.
NOTES:
CONTROL POINT TABLE
NAME
DESCRIPTION
NORTHING
EASTING
ELEVATION
CP1
REBAR CP1
850316.22
416305.979
884.723
ISSUED FOR
PERMITTING
NORTH
EXISTING EASEMENT LINE
EXISTING CHAIN LINK FENCE
EXISTING OVERHEAD ELECTRIC
PROPOSED LIMITS OF GRADING
X
X
OH
OH
EXISTING EDGE OF DIRT ROAD
PROPOSED SECURITY FENCE
X
X
EXISTING BURIED COMM LINE
COMM
PROPOSED CONTOUR
PROPOSED GRADE BREAK
###
PROPOSED SURFACE COURSE (4" DEPTH)
PROPOSED BASE COURSE (9" DEPTH)
PROPOSED RIPRAP (12" DEPTH)
EXISTING CONTOUR
###
EXISTING SECTION LINE
YL
A
6/03/22
NM
90% IFR
CP2
REBAR CP2
850647.077
416305.218
885.941
CP3
REBAR CP3
850490.874
416097.709
884.275
N 850639.61
E 416301.69
N 850534.18
E 416137.39
N 850531.49
E 416476.61
N 850532.88
E 416300.85
N 850240.26
E 416298.53
EAST-WEST
BASELINE
NORTH-SOUTH
BASELINE
N 00°27'15.08" E
S 89°32'44.92" E
CP1
CP2
CP3
RETENTION
BASIN
AGAVE
SUBSTATION
REDHAWK
SUBSTATION
EXISTING EDGE OF ASPHALT ROAD
PROPOSED BASE COURSE (4" DEPTH)
0
SCALE IN FEET
60'
120'
YL
B
6/17/22
NM
IFP
PROPOSED RIPRAP (6" DEPTH)