Zoning Application

D3127020\PHX 82 Site Plan Narrative.doc 
1  
SITE PLAN AMENDMENT  
PHX82 Project Narrative   
El Mirage, Arizona   
Application Request  
This narrative is provided to satisfy the City of El Mirage Site Plan Application Submittal Guidelines for 
Technical Advisory Committee (TAC) Review. A Comprehensive Site Plan, Exterior Elevations, 
Preliminary Landscape Plans, a Drainage Report, Preliminary Sewer and Water Reports, and a Traffic 
Impact Study, are included with this submittal.  
Property Location and Description  
PHX82 will be located within a 150.5-acre site owned by the Microsoft Corporation at the southeast 
corner of West Olive Avenue and North Dysart Road in the City of El Mirage, Arizona. The site is 
currently zoned Employment/Industrial (EI) and is occupied by the first operational data center at the 
campus, PHX80. The second data center on campus, PHX81, is in the final stages of permitting. 
PHX82 will be located immediately south of the PHX81 data center in a similar orientation and footprint. 
PHX86, permitted by others, will be located in the southeast portion of the site. 
Like PHX80 and PHX81, PHX82 is an approximately 245,000-square-foot single-story data center. The 
proposed data center building will be industrial in nature, consisting of slab-on-grade construction, with 
premium grade metal exterior walls, exterior electrical and mechanical equipment, and be connected to 
the existing onsite substation operated by Arizona Public Service (APS). The proposed building will be 
serviced by EPCOR for water and sewer service. A proposed 480,000-gallon holding tank and pump 
house will provide 2,000 gpm of water to the site for 4 hours in a fire flow event. Utility services will be 
accessed by extending the existing private utility mains within the site, which connect to the existing 
utility main lines in the public right-of-way, to service PHX82. No offsite construction is proposed for the 
PHX82 Project. 
A total of 228 parking spaces are provided on campus, including 57 stalls dedicated to PHX80 (52 
standard, 4 ADA, and 1 security); 53 stalls dedicated to PHX81 (47 standard, 4 ADA, and 2 security); 
59 stalls dedicated to PHX86 (55 standard, 3 ADA, and 1 security), and 59 stalls dedicated to PHX82 
(54 standard, 4 ADA, and 1 security). These stalls will accommodate at least 1 space per employee 
during major shifts, based on peak employee shift headcounts for data center operations. 
A Traffic Impact Study is provided to detail traffic generated by site operations.  
Historical Data  
The project site was previously used for agriculture production beginning in the 1950s, prior to the 
construction of PHX80. Please see the Phase I Environmental Site Assessment provided for PHX80 for 
additional information on the history of the site.  
Operational Aspects of Use

D3127020\PHX 82 Site Plan Narrative.doc 
2  
SITE PLAN AMENDMENT  
PHX82 Project Narrative  
El Mirage, Arizona   
Like PHX80 and PHX81, PHX82 will support the storage and operation of computer servers within a 
series of five data server halls (COLOs) and an administrative office area used by personnel. The 
electrical and mechanical equipment surrounding the building are necessary to control the optimum 
environment for the data server equipment within the facility. The facility will be secured 24 hours per 
day, 365 days per year with a staffed security gate at the primary site access.  
Proposed Building/Structure Heights 
PHX82 will consist of five approximately 46,170 square-foot COLOs and approximately a 13,826 
square-foot administration area. The building will consist of approximately 241,866 square feet of 
business occupancy space and an additional 2,810 square feet of storage occupancy space located at 
the east end of the building. The single-story building will be approximately 27 feet in height, with a 
finished floor elevation of 1,091 feet. 
Proposed Phasing  
The project will be constructed in two phases. The first phase will consist of civil grading, excavation, 
and existing onsite utility extensions to the PHX82 building site, including water, sewer, clear water 
discharge, telecommunication, electrical, and drainage infrastructure construction. The second phase of 
construction will consist of the PHX82 building package, including foundations and vertical construction 
for full build-out of the Admin area and five COLOs, with requests for phased construction of each 
COLO in succession with independent Certificates of Occupancy driven by customer demand. 
Additional Information  
PHX82 will be equipped with twenty-one, diesel-fueled emergency generators, which are permitted by 
the Maricopa County Air Quality Department (MCAQD) and will be operated in accordance with 
applicable, MCAQD, State of Arizona, and federal requirements. The generators are designed for 
emergency backup power only. Each COLO generator will include an approximately 10,000-gallon 
capacity diesel storage tank and the administration area generator will include an approximately 3,000-
gallon capacity diesel storage tank.  
Generator sound levels may exceed the City of El Mirage guideline of 55 decibels (dB) during operation. 
To maintain compliance with City code, all generator testing will be conducted outside the restricted 
code hours, between the hours of 6 am and 10 pm. Generator operations will be limited to periodic, 
short-duration testing, conducted during the daytime shift, with only a single generator tested per 
month, or in the event of infrequent utility outages. Evaluation of utility service in the area indicates 
historically reliable service. Additionally, the closest residential neighborhood is approximately one mile 
from the Project site. Given this distance and the limited duration and time of day that the generators 
will be in operation, noise from the emergency backup generators is not expected to be characterized in

D3127020\PHX 82 Site Plan Narrative.doc 
3  
SITE PLAN AMENDMENT  
PHX82 Project Narrative  
  El Mirage, Arizona   
a manner that would “disturb the peace or quiet of a neighborhood, family or person,” consistent with 
City of El Mirage Zoning Ordinance § 154.107. Based on the analysis of potential sound levels during 
normal operations of the first campus building, operations at the facility will comply with the City of El 
Mirage guideline of 55 decibels (dB). 
Additional Permits and Approvals  
Additional permits and approvals that are anticipated for the proposed project include the following:  
Permit/Approval  
Status  
City of El Mirage Engineering, Building, and Fire  
Permits  
Plans and associated documents are planned for 
submission to the City beginning in June 2024 
Arizona Pollutant Discharge Elimination System  
(AZPDES) – Construction Stormwater Permitting  
(Section 402 of the Clean Water Act)  
Notice of Intent for coverage under the Arizona 
Construction General Permit (CGP) will be submitted 
in June 2024 
MCAQD Dust Control Permit (DCP) 
The DCP permit application will be submitted at least 
14 days prior to construction  
MCAQD Non-Title V Permit  
Permit P0009547 has been approved for PHX82 
emergency backup generators 
Maricopa County Environmental Services Department 
(MCESD) Approval to Construct (for applicable water 
and sewer lines)   
Plans will be submitted to EPCOR and MCESD for 
PHX82 water and sewer utility onsite pipeline 
extensions after adjudication of the first round of City 
comments.  
MCESD Approval of Construction  
To be obtained at the completion of onsite water and 
sewer pipeline extension construction and testing.

Microsoft Corporation 
Tel 425 882 8080 
One Microsoft Way 
Fax 425 706 7329 
Redmond, WA 98052-6399 
www.microsoft.com 
 
 
 
Microsoft Corporation is an equal opportunity employer. 
March 28, 2024 
Jose A. Macias 
El Mirage Senior Planner 
Development Services - Planning & Zoning 
P: 623.876.2996 | E: jmacias@elmirageaz.gov 
Re: Site Plan Application SPA24-02-01 PHX 82 Undergrounding Exemption Request 
Dear Mr. Macias, 
The Microsoft Corporation (Microsoft) respectfully requests relief from Zoning Code §152.030, 
which requires the undergrounding of all existing overhead utility lines, including but not limited 
to telephone, cable television, and electric power, except electrical lines exceeding 13 kV 
capacity, either within a proposed development or redevelopment project or within public 
rights-of-way or easements adjacent to the project, prior to issuance of a certificate of 
occupancy. 
Microsoft requests relief from the undergrounding requirement based upon Zoning Code 
Chapter §152.030 (E), which provides relief from the undergrounding requirements, at the 
discretion of City Council under the following conditions: 
(3)   Exemption may be considered when high-voltage powerlines, above 13 kV or similar, would 
remain on the poles after the undergrounding of the lower voltage lines. 
The PHX80 campus is currently fed by an existing overhead 69 kV Arizona Power Service (APS) 
transmission line along Olive Avenue, which enters the PHX80 APS Substation near the 
northeast corner of the PHX80 campus. The existing overhead 69 kV transmission line falls 
within the greater than 13 kV exemption to the Zoning Code §152.030 undergrounding 
requirement. 
Accordingly, Microsoft requests that the exemption be granted for the PHX80 campus within the 
purpose, intent, and objective of the code. Public safety measures will be implemented by APS 
and Microsoft during the continued use of the existing lines. 
 
Sincerely,  
Avery Africa 
Land Development – Sr Program Manager 
P: 360.643.0623 | E: averyafrica@microsoft.com

Sheet Title/Number
Senior Project Manager
Development Manager
Quality Control Reviewer
Quality Control FF&E
No.
Date
Revisions
Description
M.S. Project No.
Jacobs Project No.
Microsoft Mechanical Engineer
Microsoft Cable Engineer
Microsoft Electrical Engineer
Engineering Manager
Security Manager
Project Planner
Project Manager
CSA
CUSTOMER
PROJECT MANAGEMENT
Approvals
OPERATIONS
Checked
Design
Drawn
Design Team
Key Plan
Registration
Date
Date
Date
12901 W. OLIVE AVENUE
EL MIRAGE, AZ 85335
15/02/2024 2:29:34 PM    PHX82-G-G-SPA.DWG    cwright5
PROPRIETARY AND CONFIDENTIAL - TRADE SECRETS AND COMMERCIAL INFORMATION - EXEMPT FOR RELEASE UNDER FOIA (5 U.S.C. § 552 (b)(4)) AND STATE PUBLIC DISCLOSURE LAW
Samantha Biscottini
Carlos Elarmo
Sabrina Shi
Adam McKnight
CONFIDENTIAL - DO NOT DISCLOSE.  This
document is exempt from public disclosure under the
Public Disclosure Act and Uniform Trade Secrets Act.
Adam McKnight
Vince Aragon
Hope Martin & Geri-Ann Quinlivan
Blake Giles
Cory Murman
P.20000
Portland, OR, 97201
2020 SW Fourth Avenue, Suite 300,
R
Architecture / Engineering /
Security
Jacobs
2020 SW Fourth Avenue
3rd Floor
Portland, OR 97201
(503) 224-6040
Civil
Navix Engineering
11235 SE 6th Street
Suite 150
Bellevue, WA 98004
(425) 453-9501
Landscape
GREEY | PICKETT
7144 E. Stetson Drive
Suite 205
Scottsdale, AZ 85250
(480) 609-0009
Project Team
PHX82-G-G-SPA
D3127046
0
SPA - ISSUED FOR PERMIT
05/02/2023
1
SPA - ISSUED FOR PERMIT
07/27/2023
2
SPA - ISSUED FOR PERMIT
02/16/2024
B. GILES
C. WRIGHT
TEAM
PHX82
DATA CENTER
GENERAL COVER &
INDEX SHEET
El Mirage, AZ 85335
D3127046
REV.
DATE
DRAWING TITLE
DRAWING
General
PHX82-G-G-SPA
02/16/2024
2
GENERAL COVER & INDEX SHEET
Civil
C-C-000
02/16/2024
2
CONTEXT PLAN EXHIBIT
C-C-001
02/16/2024
2
SITE PLAN EXHIBIT 1
Landscape
L-A-00-0
07/27/2023
1
LANDSCAPING COVER
L-B-01-0
07/27/2023
1
PLANTING PLAN
Architectural
PHX82-CBEA
05/02/2023
0
OVERALL - FLOOR PLAN
PHX82-CBEB
05/02/2023
0
OVERALL - ELEVATIONS
PHX82-CBEB-1
05/02/2023
0
COLO 1 - B/W
PHX82-CBEB-2
05/02/2023
0
COLO 2 - B/W
PHX82-CBEB-3
05/02/2023
0
COLO 3 - B/W
PHX82-CBEB-4
05/02/2023
0
COLO 4 - B/W
PHX82-CBEB-5
05/02/2023
0
COLO 5 - B/W
PHX82-CBEB-A
05/02/2023
0
ADMIN - B/W
PHX82-CBEC
05/02/2023
0
OVERALL - ELEVATIONS
PHX82-CBEC-1
05/02/2023
0
COLO 1 - COLOR
PHX82-CBEC-2
05/02/2023
0
COLO 2 - COLOR
PHX82-CBEC-3
05/02/2023
0
COLO 3 - COLOR
PHX82-CBEC-4
05/02/2023
0
COLO 4 - COLOR
PHX82-CBEC-5
05/02/2023
0
COLO 5 - COLOR
PHX82-CBEC-A
05/02/2023
0
ADMIN - COLOR
L-C-02-0
05/02/2023
0
PLANTING DETAILS
C-C-002
07/27/2023
0
SITE PLAN EXHIBIT 2
2
2

5.02
5.03
5.04
5.01
5.05
5.06
5.07
5.08
5.09
5.10
5.11
24'-0"
24'-0"
24'-0"
24'-0"
24'-0"
24'-0"
24'-0"
24'-0"
24'-0"
24'-0"
240'-0"
5.02
5.03
5.04
5.01
5.05
5.06
5.07
5.08
5.09
5.10
5.11
24'-0"
24'-0"
24'-0"
24'-0"
24'-0"
24'-0"
24'-0"
24'-0"
24'-0"
24'-0"
240'-0"
SIGN TEXT - PREFIX NUMBER PER PROJECT BUILDING
• 
FONT COLOR: BLACK 
• 
FONT: 24" HELVETICA, MIN. 4" STROKE
• 
TEXT CENTERED TO PROVIDE 1" BORDER TO 
PLATE EDGE.
LOCATION
• 
SEE DRAWING ELEVATION FOR LOCATIONS.
PLACEMENT
• 
LOCATE ON CENTER OF EXTERIOR METAL PANEL. (QTY 2)
+
11"
11"
MOUNTING
• 
PROVIDE WEATHERTIGHT ANCHORAGE.
• 
ANCHOR THROUGH PANEL TO SUPPORT 
WITH #10X3" STAINLESS STEEL SELF-
DRILLING SCREWS.
• 
PRIVIDE APPROPRIATE BACKING BEHIND 
PANEL FOR ANCHOR.
• 
SEAL ALL EDGES TO PANEL FACE.
30"
24"
30"
MATERIAL AND FABRICATION
• 
40 MIL. MINIMUM ALUMINUM WITH ROUNDED CORNERS.
• 
PRE-PUNCHED HOLES FOR EASY MOUNTING.
• 
FIELD COLOR: WHITE
G
E
H
F
D
C
B
A
199'-10"
6'-0"
18'-6"
68'-0"
14'-10"
68'-0"
18'-6"
6'-0"
82
EQ
EQ
18'-0"
1    ROOF PANEL (COOL SOLAR WHITE)
2    METAL PANEL (COOL SOLAR WHITE)
5    CANOPY (COOL SOLAR WHITE)
6    STOREFRONT & GLASS 
(CLEAR ANNODIZED & GRAY)
NOTE:
BUILDING ELEVATIONS DO NOT INCLUDE EXTERIOR EQUIPMENT.
PHX82
3    MECHANICAL LOUVERS (COOL SOLAR WHITE)
NORTH
Sheet Title/Number
Senior Project Manager
Development Manager
Quality Control Reviewer
Quality Control FF&E
No.
Date
Revisions
Description
M.S. Project No.
Jacobs Project No.
Microsoft Mechanical Engineer
Microsoft Cable Engineer
Microsoft Electrical Engineer
Engineering Manager
Security Manager
Project Planner
Project Manager
CSA
CUSTOMER
PROJECT MANAGEMENT
Approvals
OPERATIONS
Checked
Design
Drawn
Design Team
Registration
Date
Date
Date
CONFIDENTIAL - DO NOT DISCLOSE.  This
document is exempt from public disclosure under 
the Public Disclosure Act and Uniform Trade 
Secrets Act.
2020 SW Fourth Avenue, Suite 300,
Portland, OR, 97201
PHX82
DATA CENTER
12901 W. OLIVE AVENUE 
EL MIRAGE, AZ 85335
Adam McKnight
Samantha Biscottini
Carlos Elarmo
Sabrina Shi
Adam McKnight
Vince Aragon
Blake Giles
Hope Martin & Geri-Ann Quinlivan
D3127046
P.20000
Cory Murman
4    ROOF / PLATFORM ACCESS LADDER
7    PATIO (COOL SOLAR WHITE)
KEYED NOTE LEGEND
8    ANTENNAS
PROPRIETARY AND CONFIDENTIAL – TRADE SECRETS AND COMMERCIAL INFORMATION – EXEMPT FOR RELEASE UNDER FOIA (5 U.S.C. § 552 (b)(4)) AND STATE PUBLIC DISCLOSURE LAW
A
1
2
3
4
5
4/28/2023 10:00:27 AM
Autodesk Docs://PHX82/PHX82-ARCH-R22.rvt
PHX82-CBEC-5
COLO 5 - COLOR
SPA - ISSUED FOR PERMIT
0
05/02/2023
R. HOSSEINI
M. DALE
M. MONDEJAR
-
3/32" = 1'-0"
1
ELEVATION - COLO 5 SOUTH - COLOR
-
3/32" = 1'-0"
2
ELEVATION - COLO 5 NORTH - COLOR
-
3" = 1'-0"
3
EXTERIOR BUILDING SIGN
-
3/32" = 1'-0"
4
ELEVATION - COLO 5 - END WALL - COLOR
1
2
3
1
2
3
4
4
4
26'-9"
BUILDING HEIGHT AT 
PEAK
1
2
4
4

1.01
0.03
0.02
0.01
24'-0"
24'-0"
24'-0"
72'-0"
1.01
0.03
0.02
0.01
24'-0"
24'-0"
24'-0"
72'-0"
G
E
H
F
D
C
B
A
6'-0"
18'-6"
68'-0"
14'-10"
68'-0"
18'-6"
6'-0"
199'-10"
18'-0"
82
SIGN TEXT - PREFIX NUMBER PER PROJECT BUILDING
• 
FONT COLOR: BLACK 
• 
FONT: 24" HELVETICA, MIN. 4" STROKE
• 
TEXT CENTERED TO PROVIDE 1" BORDER TO 
PLATE EDGE.
LOCATION
• 
SEE DRAWING ELEVATION FOR LOCATIONS.
PLACEMENT
• 
LOCATE ON CENTER OF EXTERIOR METAL PANEL. (QTY 2)
+
11"
11"
MOUNTING
• 
PROVIDE WEATHERTIGHT ANCHORAGE.
• 
ANCHOR THROUGH PANEL TO SUPPORT 
WITH #10X3" STAINLESS STEEL SELF-
DRILLING SCREWS.
• 
PRIVIDE APPROPRIATE BACKING BEHIND 
PANEL FOR ANCHOR.
• 
SEAL ALL EDGES TO PANEL FACE.
30"
24"
30"
MATERIAL AND FABRICATION
• 
40 MIL. MINIMUM ALUMINUM WITH ROUNDED CORNERS.
• 
PRE-PUNCHED HOLES FOR EASY MOUNTING.
• 
FIELD COLOR: WHITE
1    ROOF PANEL (COOL SOLAR WHITE)
2    METAL PANEL (COOL SOLAR WHITE)
5    CANOPY (COOL SOLAR WHITE)
6    STOREFRONT & GLASS 
(CLEAR ANNODIZED & GRAY)
NOTE:
BUILDING ELEVATIONS DO NOT INCLUDE EXTERIOR EQUIPMENT.
PHX82
3    MECHANICAL LOUVERS (COOL SOLAR WHITE)
NORTH
Sheet Title/Number
Senior Project Manager
Development Manager
Quality Control Reviewer
Quality Control FF&E
No.
Date
Revisions
Description
M.S. Project No.
Jacobs Project No.
Microsoft Mechanical Engineer
Microsoft Cable Engineer
Microsoft Electrical Engineer
Engineering Manager
Security Manager
Project Planner
Project Manager
CSA
CUSTOMER
PROJECT MANAGEMENT
Approvals
OPERATIONS
Checked
Design
Drawn
Design Team
Registration
Date
Date
Date
CONFIDENTIAL - DO NOT DISCLOSE.  This
document is exempt from public disclosure under 
the Public Disclosure Act and Uniform Trade 
Secrets Act.
2020 SW Fourth Avenue, Suite 300,
Portland, OR, 97201
PHX82
DATA CENTER
12901 W. OLIVE AVENUE 
EL MIRAGE, AZ 85335
Adam McKnight
Samantha Biscottini
Carlos Elarmo
Sabrina Shi
Adam McKnight
Vince Aragon
Blake Giles
Hope Martin & Geri-Ann Quinlivan
D3127046
P.20000
Cory Murman
4    ROOF / PLATFORM ACCESS LADDER
7    PATIO (COOL SOLAR WHITE)
KEYED NOTE LEGEND
8    ANTENNAS
PROPRIETARY AND CONFIDENTIAL – TRADE SECRETS AND COMMERCIAL INFORMATION – EXEMPT FOR RELEASE UNDER FOIA (5 U.S.C. § 552 (b)(4)) AND STATE PUBLIC DISCLOSURE LAW
A
1
2
3
4
5
4/28/2023 10:00:31 AM
Autodesk Docs://PHX82/PHX82-ARCH-R22.rvt
PHX82-CBEC-A
ADMIN - COLOR
SPA - ISSUED FOR PERMIT
0
05/02/2023
R. HOSSEINI
M. DALE
M. MONDEJAR
-
1/8" = 1'-0"
1
ELEVATION - ADMIN SOUTH - COLOR
-
1/8" = 1'-0"
2
ELEVATION - ADMIN NORTH - COLOR
-
1/8" = 1'-0"
3
ELEVATION - ADMIN EAST - COLOR
-
3" = 1'-0"
4
EXTERIOR BUILDING SIGN
NOTE: ELEVATION FACES SOUTH TO SITE INTERIOR
1
2
5
1
2
5
6
1
2
5
7
8
8
26'-9"
BUILDING HEIGHT AT PEAK
6
5
6
4
5
7

SITE MAP:
VICINITY MAP:
SHEET INDEX:
P H X 8 2    D A T A   C E N T E R
CONCEPTUAL LANDSCAPE PLAN
PLANTING GENERAL NOTES:
1.
CONTRACTOR SHALL REVIEW PLANTING PLAN WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
2.
LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE RESERVES THE RIGHT TO REFUSE ANY PLANT MATERIALS HE
DEEMS UNACCEPTABLE.  SEE SPECIFICATIONS.
3.
ANY AND ALL SUBSTITUTIONS TO BE APPROVED BY THE LANDSCAPE ARCHITECT.
4.
LOCATE PLANTS AWAY FROM SPRINKLER HEADS, LIGHT FIXTURES AND OTHER OBSTRUCTIONS.
5.
FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED
REPRESENTATIVE.
6.
PLANTING AND IRRIGATION DESIGN MAY BE MODIFIED TO ADAPT TO WALK CONFIGURATIONS THAT DIFFER
FROM THESE PLANS, OR BECAUSE OF GRADE LIMITATIONS ON SITE.
7.
WATER TEST ALL TREE PLANTING HOLES PRIOR TO PLANTING.  IF TREE HOLE DOES NOT DRAIN, DO NOT PLANT,
SEE HARDPAN DETAIL.
8.
REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS NOT SHOWN ON DRAWINGS.
9.
TREES SHALL BE PLANTED A MINIMUM OF 20'-0" FROM STREET LIGHTS, LIGHTING CONTROL CABINETS & FIRE
HYDRANTS, 7'-0" FROM EDGE OF UNDERGROUND PIPELINES AND A MINIMUM OF 5'-0" FROM CURBS AND
WALLS. SHRUBS SHALL BE PLANTED A MINIMUM OF 2'-0" FROM CURB AND WALKS.
10.
ALL SPECIMEN TREES, SHRUBS AND CACTI SHALL BE FIELD LOCATED BY LANDSCAPE ARCHITECT OR OWNER'S
AUTHORIZED REPRESENTATIVE.
11.
CONTRACTOR SHALL INSTALL "SHAWTOWN ROOT BARRIER PANELS" (OR APPROVED EQUAL) AT ALL TREES
WITHIN 7'-0" FEET OF HARDSCAPE ELEMENTS INCLUDING (BUT NOT LIMITED TO) SIDEWALKS, ASPHALT,
CONCRETE SLABS / FOOTINGS AND STRUCTURES. CONTRACTOR SHALL SUBMIT SPECIFICATION SHEETS OF
PROPOSED ROOT BARRIER PANELS TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION.
12.
THE CONTRACTOR SHALL INSTALL ARBOR GUARDS AT ALL TREES LOCATED IN TURF AREAS.
13.
ON-SITE AND OFF-SITE TOPSOIL SHALL CONFORM TO CONTENT REQUIREMENTS AS SPECIFIED IN PART 2 OF THE
PLANTING SPECIFICATIONS. AGRONOMY TEST SUBMITTALS ARE REQUIRED FOR ALL MATERIAL USED FOR
TOPSOIL AND BACK FILL. SUBMIT REPORT TO  LANDSCAPE ARCHITECT FOR REVIEW.
14.
ALL PLANT MATERIAL SHALL BE IN COMPLIANCE WITH THE AMERICAN STANDARDS FOR NURSERY STOCK, LATEST
EDITION.
15.
THE CONTRACTOR SHALL PROVIDE MAINTENANCE FOR ALL ALL PLANT MATERIAL FROM THE TIME OF
INSTALLATION THROUGH SUBSTANTIAL COMPLETION.
16.
CACTI SHALL BE PLANTED A MINIMUM OF 5'-0" AWAY FROM ALL PEDESTRIAN ROUTES.
17.
CACTI SHALL BE WELL ROOTED AND NON-SCARRED.
18.
PLANT MATERIAL MARKED 'SALVAGE' SHALL BE SELECTED FROM FROM ON-SITE SALVAGE INVENTORY. ALL
MATERIAL SELECTIONS SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND/OR OWNER'S AUTHORIZED
REPRESENTATIVE.
19.
IN DISTURBED AREAS INDICATED TO RECEIVE REVEGETATION HYDROSEED AND/OR PLANTING, THE
CONTRACTOR SHALL MATCH EXISTING NATURAL DESERT STONE GROUND COVER CONDITIONS ADJACENT TO
THE PROJECT.
20. NATIVE REVEGETATION AREAS AND PLANTER BEDS SHALL BE TREATED WITH PRE-EMERGENT AS PER
MANUFACTURER'S INSTRUCTIONS. RE-APPLY AS NECESSARY TO ELIMINATE INVASIVE WEEDS. REMOVE ALL DEAD
DEBRIS.
21. THE CONTRACTOR SHALL PROVIDE A 50'-0" BY 50'-0" TYPICAL MOCK-UP OF NATIVE REVEGETATION AREAS FOR
REVIEW BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE.
22. ALL TREE STAKING SHALL CONFORM TO THE PLANTING DETAILS OR AS NOTED IN THE SPECIFICATIONS. THE
LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE SHALL REVIEW TYPICAL TREE STAKING
PRIOR TO FINAL ACCEPTANCE.
IRRIGATION GENERAL NOTES:
1.
THESE CONSTRUCTION DOCUMENTS, INCLUDING ALL PLANS, NOTES, DETAILS  AND SPECIFICATIONS ARE
INTENDED TO FACILITATE THE INSTALLATION CONTRACTOR BY PROVIDING GENERAL GUIDELINES FOR DESIGN
INTENT.  IT IS THE GOAL OF THE DOCUMENTS THAT THE WORK IS TO BE COMPLETED WITHOUT CHANGE ORDERS.
ALL QUANTITIES SHOWN IN THE DOCUMENTS ARE ESTIMATES ONLY AND ARE NOT GUARANTEED; THE
CONTRACTOR SHALL SUPPLY ALL MATERIALS, LABOR AND EQUIPMENT IN ORDER TO FULFILL THE DESIGN INTENT.
2.
INTERPRETATION OF THE PLANS AND SPECIFICATIONS SHALL BE MADE BY THE "AUTHOR" OR
"ARCHITECT/ENGINEER-OF-RECORD" OF THE RESPECTIVE DOCUMENT AND SHALL BE CONSIDERED FINAL.  ANY
POSSIBLE AMBIGUITY SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR PRIOR TO SUBMITTING FORMAL
BIDS.  ALL CLARIFICATIONS SHALL BE PREPARED IN WRITING BY THE "ARCHITECT/ENGINEER-OF-RECORD" PRIOR
TO BIDDING.  THE CONTRACTOR SHALL ACCEPT THE INTERPRETATION OF THE
"ARCHITECT/ENGINEER-OF-RECORD" AS THE CORRECT AND FINAL INTERPRETATION.
3.
ANY INCIDENTAL INSTALLATION  PROCEDURE, MATERIAL OR EQUIPMENT, NOT MENTIONED IN THESE
CONSTRUCTION DOCUMENTS, THE SPECIFICATIONS NOR SHOWN ON THE PLANS, WHICH MAY BE NECESSARY
FOR COMPLETION AND SATISFACTORY OPERATION OF THE DESIGN SYSTEM SHALL BE FURNISHED AND INSTALLED
(AS BASED ON INDUSTRY STANDARDS) AS THOUGH SHOWN OR PROVIDED FOR.
4.
EXISTING CONDITIONS AND BASE INFORMATION ARE BASED ON PLANS PREPARED BY: NAVIX ENGINEERING.
5.
THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE LOCATIONS OF EXISTING AND FUTURE UNDERGROUND
SERVICES AND IMPROVEMENTS WHICH MAY CONFLICT WITH THE WORK TO BE DONE. NOTIFY THE OWNER'S
AUTHORIZED REPRESENTATIVE IMMEDIATELY SHOULD A CONFLICT ARISE.
6.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS AND SHALL NOTIFY ALL
UTILITY COMPANIES WITH UTILITIES ON SITE PRIOR TO THE CONSTRUCTION OF THE PROJECT.
7.
FOR UNDERGROUND UTILITY COORDINATION AND 48 HOURS PRIOR TO START OF CONSTRUCTION (DEPENDING
ON AREA OR JURISDICTION), THE CONTRACTOR SHALL CONTACT:
A) BLUE STAKE (ARIZONA) 1-800-782-5348
B) UNDERGROUND SERVICES ALERT (USA) 1-800-227-2600
8.
THESE NOTES ARE TO BE USED FOR GENERAL REFERENCE IN CONJUNCTION WITH AND AS A SUPPLEMENT TO THE
WRITTEN SPECIFICATION, APPROVED ADDENDUM'S, AND THE CHANGE ORDERS AS ASSOCIATED WITH THESE
CONSTRUCTION DOCUMENTS.
9.
SHOULD THE CONTRACTOR HAVE ANY QUESTIONS REGARDING THESE CONSTRUCTION DOCUMENTS OR
SHOULD THERE BE ANY DISCREPANCIES, HE SHALL CONTACT THE LANDSCAPE ARCHITECT FOR CLARIFICATION
BEFORE PROCEEDING FURTHER.
10.
ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS AND PER GOVERNING CODES AND/OR
ORDINANCES.
11.
THE CONTRACTOR SHALL PROVIDE BARRICADES AND TRAFFIC CONTROL ALONG PUBLIC STREETS, IF REQUIRED,
DURING INSTALLATION.
12.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPORT TO THE LANDSCAPE ARCHITECT AND/OR THE OWNER'S
AUTHORIZED REPRESENTATIVE ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND FIELD
CONDITIONS PRIOR TO THE START OF WORK.
13.
BEFORE WORK BEGINS ON THE PROJECT, THE CONTRACTOR SHALL REVIEW THE PROJECT WITH THE LANDSCAPE
ARCHITECT AND/OR THE OWNER'S AUTHORIZED REPRESENTATIVE.
14.
THE LANDSCAPE ARCHITECT AND/OR THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL APPROVE ANY OR ALL
CHANGES PRIOR TO THE START OF WORK.
15.
CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND COORDINATING EXISTING SITE CONDITIONS.
16.
THE CONTRACTOR SHALL ADHERE TO ALL APPLICABLE  LOCAL, STATE, AND OR FEDERAL LAW OR REGULATION
PERTAINING TO THE PROJECT.
17.
CONTRACTOR SHALL PROPERLY COORDINATE HIS WORK WITH OTHER CONTRACTOR'S WORK PRIOR TO
INSTALLATION.
18.
THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING IMPROVEMENTS AND THE
PUBLIC FROM DAMAGE THROUGHOUT CONSTRUCTION.
19.
CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY DAMAGES IMPOSED, UNINTENTIONALLY OR
ACCIDENTALLY TO EXISTING UTILITIES, STRUCTURES, WALLS, OR OTHER AMENITIES, DUE TO THE ACTION OF THE
CONTRACTOR, CONTRACTOR'S EMPLOYEES AND/OR THE CONTRACTOR'S SUBCONTRACTORS. DAMAGE
OCCURRED DURING THE CONTRACTOR'S OPERATION SHALL BE REPAIRED,  AT THE EXPENSE OF THE
CONTRACTOR, TO THE SATISFACTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE.
20. MATCH GRADES, LAYOUT AND ELEVATIONS OF ADJOINING LANDSCAPE WORK BY  OTHERS.  NOTIFY THE
LANDSCAPE ARCHITECT OF CONFLICTS BEFORE PROCEEDING WITH CONSTRUCTION.
1.
CONTRACTOR SHALL GRADE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL
STRUCTURES. REVIEW ENGINEERS PLAN FOR DRAINAGE.
2.
FINISH GRADING SHALL BE BY THE DIRECTION OF THE LANDSCAPE ARCHITECT.
3.
LANDSCAPE ARCHITECT SHALL APPROVE GRADING PRIOR TO PLANTING.
4.
GRADING FOR THIS PROJECT INCLUDES THE FOLLOWING:
  A) FINE GRADING OF EXISTING ROUGH GRADES IS REQUIRED TO PROVIDE SMOOTH,   EVEN
GRADE TRANSITION IN LANDSCAPE AREA.
  B) IMPORTING AND PLACING "OFF-SITE 3/8" MINUS TOPSOIL" IN THE FOLLOWING  AREAS:
     i) TURF, AND ANNUAL AREAS (6" DEPTH).
     ii) PLANT BACK FILL (CAN BE SCREENED ON-SITE SOIL).
5.
THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY CALICHE ENCOUNTERED ON SITE
AT NO ADDITIONAL COST TO THE OWNER.
6.
FINISH GRADE OF ALL PLANTING AREAS IS TO BE 1.5" BELOW ADJACENT PAVING UNLESS
NOTED OTHERWISE.
7.
REFERENCE CIVIL ENGINEERING DRAWINGS FOR GRADING AND DRAINAGE FLOWS. THE
CONTRACTOR SHALL BE RESPONSIBLE THAT THESE ARE PROVIDED FOR AND NOT IMPAIRED
WITH OBSTRUCTIONS.
8.
THE CONTRACTOR IS RESPONSIBLE FOR GRADING ALL AREAS AT THE DIRECTION OF THE
LANDSCAPE ARCHITECT TO CREATE A NATURALLY UNDULATING GROUND PLANE.
9.
NOT FOR CONSTRUCTION.  FOR REFERENCE ONLY, ON LANDSCAPE DRAWINGS.
GRADING GENERAL NOTES:
GENERAL NOTES:
INERT GENERAL NOTES:
1.
THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULL IRRIGATION COVERAGE OF ALL
PLANT MATERIAL.
2.
THE LANDSCAPE CONTRACTOR SHALL SUBMIT FULL PIPING PLANS, AFTER FIELD VERIFICATION,
DEPICTING POINT OF CONNECTION, METER LOCATION AND SIZE, BACK FLOW PREVENTER
LOCATION AND SIZE, AND PIPE ROUTING AND SIZES.
3.
THE LANDSCAPE CONTRACTOR SHALL INSTALL THE SPECIFIED SYSTEM IN ACCORDANCE WITH
THE ATTACHED SCHEDULES, NOTES, DETAILS, AND SPECIFICATIONS.
4.
CONTRACTOR TO SITE VERIFY PRESSURE AND NOTIFY LANDSCAPE ARCHITECT  OF ANY
DIFFERENCES PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. IF CONTRACTOR FAILS
TO NOTIFY LANDSCAPE ARCHITECT, HE IS FINANCIALLY RESPONSIBLE FOR ANY NECESSARY
SYSTEM ALTERATIONS THAT RESULT.
5.
THE LANDSCAPE CONTRACTOR SHALL FIELD VERIFY EXISTING TAP LOCATIONS.  INSTALL NEW
METERS PER THE ATTACHED IRRIGATION SCHEDULE.
6.
THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND  PATCHING OF
ASPHALT AND CONCRETE AS REQUIRED FOR SLEEVE INSTALLATION ACCORDING TO THE
IRRIGATION SCHEDULE.
7.
CONTROLLER TO BE INSTALLED AS PER MANUFACTURES SPECIFICATIONS. CONTROLLER SIZE
AND QUANTITIES TO BE DETERMINED BY THE VALVE REQUIREMENTS AND POINT OF
CONNECTIONS.  INSTALL ONE (1) CONTROLLER AT EACH POINT OF CONNECTION.
8.
INSTALL PVC MAINLINE AND LATERALS ACCORDING TO THE IRRIGATION AND  PIPING
SCHEDULES.
9.
ALL VALVE FLOWS SHALL NOT EXCEED MANUFACTURER'S SPECIFICATIONS.
10.
VALVE BOXES SHALL BE SQUARE TO ADJACENT WALKS OR  CURBS AND FLUSH WITH THE
FINAL GRADE.
11.
WORK SHALL CONFORM TO ALL CONSTRUCTION CODES AND REGULATIONS.
12.
CONTRACTOR SHALL INSTALL GREEN VALVE BOXES IN TURF AREAS AND TAN VALVE BOXES IN
DECOMPOSED GRANITE AREAS (TYPICAL).
13.
REFER TO THE IRRIGATION NOTES FOR THE CALCULATED PRESSURE AT THE WATER METER.
REFER TO NOTE #4 IF PRESSURE DIFFERS FROM THAT NOTED.
14.
THE CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING ON PROJECT TO VERIFY INSTALLATION
CONDITIONS.
15.
PRIOR TO COMMENCEMENT OF ANY WORK, THE CONTRACTOR SHALL CONTACT BLUE
STAKE TO VERIFY LOCATIONS AND DEPTHS OF UNDERGROUND UTILITIES THAT MAY  BE
EFFECTED BY HIS WORK, AND HE SHALL BE RESPONSIBLE FOR DAMAGES TO SUCH  UTILITIES
CAUSED AS A RESULT OF HIS IRRIGATION INSTALLATION.
16.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPENSATING THE OWNER AND/OR THE
OWNER'S REPRESENTATIVE FOR ANY DESIGN CHANGES MADE AS A RESULT OF DEVIATION BY
THE CONTRACTOR FROM THE PLANS AND SPECIFICATIONS OR DUE TO ERRORS, FAULTY
MATERIAL OR FAULTY WORKMANSHIP.
17.
INSTALL ALL MAINLINES WITH A MINIMUM OF 20" OF COVER.
18.
INSTALL ALL LATERALS WITH A MINIMUM OF 12" OF COVER.
19.
ALL PIPE TO BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS AND ASTM STANDARD
D 2774.
20. ALL THREADED JOINTS TO BE COATED WITH TEFLON TAPE  UNLESS OTHERWISE  SPECIFIED BY
THE MANUFACTURER. USE LIQUID TEFLON ON METAL PIPE THREADS  ONLY.
21. FLUSHING OF ALL LINES PRIOR TO INSTALLATION OF SPRINKLERS AND EMITTERS IS REQUIRED.
22. INSTALL ALL SPRINKLERS, EMITTERS, AND RELATED MATERIAL PER IRRIGATION  SYSTEM
SPECIFICATIONS AND DETAILS.
23. INSTALL ALL ELECTRICAL JOINTS WITH 3-M WATERPROOF CONNECTORS.
24. ALL ELECTRICAL CONNECTIONS SHALL BE MADE AT THE REMOTE CONTROL VALVE  BOXES,
CONTROLLER ENCLOSURES AND VALVE BOXES SPECIFICALLY FOR  ELECTRICAL
CONNECTIONS.
25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WIRING FROM THE  CIRCUIT
BREAKER AT THE 120 VOLT SOURCE LOCATION TO AUTOMATIC  CONTROLLER.
26. ALL 120 VOLT VOLT POWER WIRE TO BE INSTALLED PER LOCAL CODE AND THE N.E.C.
27. INSTALL ALL VALVE WIRING IN MAINLINE TRENCH AS DETAILED.
28. INSTALL ALL REMOTE CONTROL VALVES AT HEIGHT INDICATED ON DETAILS, AS HIGH  AS
POSSIBLE BUT ALLOWING CLEARANCE BETWEEN VALVE BOX LID AND FLOW  CONTROL
HANDLE ON REMOTE CONTROL VALVE.
29. INSTALL ALL MAINLINE GATE VALVES IN A ROUND PLASTIC VALVE BOX PER DETAILS.
30. ALL PVC SOLVENT WELD FITTINGS SHALL BE LASCO OR APPROVED EQUAL.
31. THE MAINLINE, LATERAL PIPE, AND VALVES ARE SHOWN SCHEMATICALLY AND SHALL BE
INSTALLED WITHIN THE LANDSCAPE  AREA OUT SIDE OF ROW AND PUE, ADJACENT TO
SIDEWALK OR CURB AND OFFSET 18" WHEREVER POSSIBLE.
32. SUPPLY THE FOLLOWING MATERIAL TO THE OWNER:
A) TWO WRENCHES FOR DISASSEMBLY AND ADJUSTING OF EACH TYPE OF SPRINKLER HEAD
AND VALVE SUPPLIED.
B) TWO KEYS FOR EACH OF THE CONTROLLERS.
C) TWO COUPLERS WITH MATCHING HOSE BIBBS AND SHUT-OFF VALVE.
D) TWO VALVE BOX KEYS.
33. ALL MAINLINE FITTINGS FOR PIPE 3" AND LARGER SHALL BE CAST OR DUCTILE IRON FOR PVC;
SCHEDULE 80 PVC FOR 2 1/2" AND SMALLER.
34. ALL MAINLINE PIPE SHALL BE A MINIMUM OF SCHEDULE 40.
35. SLEEVES SHALL BE A MINIMUM OF TWO TIMES THE DIAMETER OF THE LINE SIZE.
36. ALL MAINLINE AND IRRIGATION EQUIPMENT SHALL BE PLACED IN THE LANDSCAPED AREAS.
37. CONTROLLER WIRES THAT ARE DIRECT BURIED SHALL BE #14 OR BETTER, BUNDLED OR
WRAPPED A MINIMUM OF  EVERY TWELVE (12') FEET. DURING INSTALLATION WIRES SHALL
HAVE A 24" LOOP TIED IN  ALL DIRECTION CHANGES GREATER THAT 30 DEGREES AND BE
UNTIED PRIOR TO TRENCH FILL IN.
38. DRIP SYSTEM FLUSH CAPS SHALL BE PLACED IN A VALVE BOX AT THE END OF ALL DRIP
LATERAL RUNS, AS DESCRIBED ON THE DRAWINGS.
39. ALL VALVES, PRESSURE REGULATORS AND OTHER DEVICES SHALL BE PLACED IN AN
APPROPRIATELY SIZED VALVE BOX WITH A MINIMUM OF TWO (2") INCHES OF PEA GRAVEL.
40. AFTER INITIAL TESTING, ALL BACK FLOW DEVICES SHALL BE TESTED ANNUALLY.
41. BACK FLOW DEVICES SHALL BE A MINIMUM OF TWO (2') FEET FROM THE WATER METER AND
BE THE SAME SIZE AS THE METER SERVICE LINE.
42. ALL BACK FLOW PREVENTION DEVICES SHALL HAVE A MINIMUM 24"x36"x4" CLASS B
CONCRETE SLAB WITH PIPE SLEEVES. IF A SECURITY CAGE IS INSTALLED, CONCRETE SHALL BE
SIX (6")  INCHES LARGER ON ALL SIDES THAN THE SECURITY CAGE.
43. ALL PIPE CROSSINGS IN THE RIGHT-OF-WAY SHALL BE MARKED ON EACH SIDE OF THE CURB
WITH A NON-DESTRUCTIBLE MARKING.
EL MIRAGE, AZ
HARDSCAPE GENERAL NOTES:
1.
FOOTINGS, WALLS AND FENCES SHALL BE PLACED OUTSIDE OF THE PUBLIC RIGHT-OF-WAY.
2.
REFER TO CIVIL PLANS PREPARED BY NAVIX ENGINEERING  FOR ALL INFORMATION REGARDING
HORIZONTAL AND VERTICAL CONTROLS.
3.
ALL DETAILS SHALL BE REVIEWED BY A STRUCTURAL ENGINEER AND MODIFIED (IF NECESSARY) PRIOR
TO CONSTRUCTION.
4.
ALL DIMENSIONS SHOWN ON THIS PLAN ARE BASED ON THE CIVIL PLAN SUBMITTED BY NAVIX
ENGINEERING; SHOULD DISCREPANCIES OCCUR, FIELD REVISIONS SHALL BE REQUIRED.
5.
CONTRACTOR SHALL HAVE SIDEWALK SURVEYED AND STAKED FOR REVIEW BY THE LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION.
6.
IN ADDITION TO SUBMITTING MATERIAL SAMPLES OF ALL SITE RELATED MATERIALS, THE CONTRACTOR
SHALL PREPARE A 4'X4' SAMPLE PANEL FOR EACH TYPE OF CONSTRUCTION, I.E., A) CONCRETE
PAVERS, B) EXPOSED AGGREGATE PAVING, C) INTEGRAL COLORED CONCRETE, ETC., FOR APPROVAL
BY THE LANDSCAPE ARCHITECT AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO FINAL
CONSTRUCTION.
7.
UNLESS NOTED OTHERWISE ON CONSTRUCTION DOCUMENTS OR NOTED IN DETAILS, SIDEWALKS SHALL
BE 5'-0" WIDE, 4" THICK, 2500 PSI CONCRETE ON COMPACTED BASE WITH CONSTRUCTION JOINTS AT
5'-0" ON CENTER AND  EXPANSION JOINTS AT 20'-0" ON CENTER. SIDEWALKS SHALL HAVE A MEDIUM
BROOM, NON-SKID FINISH WITH 1/2" RADIUS TOOLED EDGES.
8.
RADIUS AT SIDEWALK INTERSECTIONS SHALL BE  5'-0" (TYPICAL), UNLESS NOTED OTHERWISE.
9.
CONTRACTOR SHALL LAYOUT AND VERIFY ALL HARDSCAPE ELEMENTS PRIOR TO  CONSTRUCTION FOR
REVIEW BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. SHOULD
DISCREPANCIES EXIST, CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OR OWNER'S
AUTHORIZED REPRESENTATIVE BEFORE PROCEEDING FURTHER.
10.
CONTRACTOR SHALL CONSTRUCT A SAMPLE WALL W/ ALL MATERIALS COLORS AND FINISHES AS
NOTED IN THE WALL DETAILS.  SAMPLE WALL SHALL BE REVIEW AND APPROVED BY THE OWNER
AND/OR THE LANDSCAPE ARCHITECT PRIOR TO PROJECT WIDE INSTALLATION.
11.
ALL DIMENSIONS ARE DRAWN TO CENTER LINE OF WALL, CONCRETE HEADER, SIDEWALK, ETC, UNLESS
NOTED OTHERWISE.  DEMENSIONS TAKEN FROM CIVIL CURBS ARE TAKEN FROM THE BACK OF CURB
CITY OF EL MIRAGE GENERAL NOTES:
CONSULTANT TEAM
1.
SEE PLANTING SHEETS
CITY OF EL MIRAGE GENERAL
LANDSCAPE AND IRRIGATION
NOTES:
PHX82
GREEY | PICKETT
7144 E. STETSON DRIVE
SUITE 205
SCOTTSDALE, AZ  85250
PHONE: (480) 609-0009
FAX:      (480) 609-0068
CONTACT: RICHARD GEHRKE
LANDSCAPE ARCHITECT:
ANGULAR GRANITE RIP-RAP
1.
INSTALL GRANITE RIP-RAP IN ALL DRAINAGE SWALES, AND WHERE INDICATED ON PLANS (TYPICAL). REFER TO
MATERIALS SCHEDULE / PLANTING LEGEND FOR COLOR AND SIZE OF GRANITE RIP-RAP.
2.
THE CONTRACTOR SHALL SUBMIT SAMPLES TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR 
TO INSTALLATION.
3.
THE CONTRACTOR SHALL REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION.
DECOMPOSED GRANITE
1.
DECOMPOSED GRANITE IS REQUIRED IN ALL PLANTING AREAS, EXCEPT AREAS OF TURF AND GRANITE
RIP-RAP, AND SHALL EXTEND UNDER PLANT MATERIAL UNLESS NOTED OTHERWISE ON PLANS. REFER TO
MATERIALS SCHEDULE / PLANTING LEGEND.
2.
ALL PLANTING AREAS SHALL RECEIVE A 2" MINIMUM LAYER OF DECOMPOSED GRANITE, THROUGHOUT
(TYPICAL).
3.
CONTRACTOR SHALL SUBMIT SAMPLES TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR
TO INSTALLATION.
COVER
PHX82-L-A-00-0
COVER SHEET
PLANTING PLAN
L-A-00-0
L-B-01-0
01
02
SHEET #
PAGE #
AZ STATE ROUTE 303
W OLIVE AVENUE
N DYSART RD
W. PEORIA AVE
W. OLIVE AVE
NORTHERN PKWY
W. NORTHERN AVE
E. CACTUS RD
W. GLENDALE AVE
W. BETHANY HOME RD.
N. COTTON LN
N. SARIVAL RD
N. BULLARD AVE
N. LITCHFIELD RD
N. DYSART RD
N. EL MIRAGE RD
LUKE AIR
FORCE BASE
GRADING IRRIGATION NOTES:
AS-BUILT CERTIFICATION:
I HEREBY CERTIFY THAT THE "RECORD DRAWING" MEASUREMENTS AS SHOWN HEREON
WERE MADE UNDER MY SUPERVISION OR NOTED AND ARE CORRECT TO THE BEST OF MY
KNOWLEDGE AND BELIEF.
REGISTERED LAND SURVEYOR/ ENGINEER                                          DATE
CITY OF EL MIRAGE APPROVALS:
THIS SET OF PLANS HAS BEEN REVIEWED FOR COMPLIANCE WITH CITY REQUIREMENTS PRIOR
TO ISSUANCE OF PERMITS. THE CITY NEITHER ACCEPTS NOR ASSUMES ANY LIABILITY FOR
ERRORS OR OMISSIONS. THE COMPLIANCE APPROVAL SHALL NOT PREVENT THE CITY
ENGINEER FROM REQUIRING CORRECTIONS OF ERRORS OR OMISSIONS IN PLANS FOUND
TO BE IN VIOLATION OF LAW OR ORDINANCES.
CITY OF EL MIRAGE ENGINEER                                                            DATE
SPA - ISSUED FOR PERMIT
05/02/2023
0
Sheet Title/Number
Senior Project Manager
Development Manager
Quality Control Reviewer
Quality Control FF&E
No.
Date
Revisions
Description
M.S. Project No.
Jacobs Project No.
Microsoft Mechanical Engineer
Microsoft Cable Engineer
Microsoft Electrical Engineer
Engineering Manager
Security Manager
Project Planner
Project Manager
CSA
CUSTOMER
PROJECT MANAGEMENT
Approvals
OPERATIONS
Checked
Design
Drawn
Design Team
Registration
Date
Date
Date
12901 W. OLIVE AVENUE
EL MIRAGE, AZ 85335
27/07/2023 9:28:51 AM    00-Cover.dwg    sgulstad
CONFIDENTIAL - DO NOT DISCLOSE.  This
document is exempt from public disclosure under the
Public Disclosure Act and Uniform Trade Secrets Act.
Portland, OR, 97201
2020 SW Fourth Avenue, Suite 300,
Samantha Biscottini
Carlos Elarmo
Sabrina Shi
Adam McKnight
Vince Aragon
Hope Martin & Geri-Ann Quinlivan
Blake Giles
Adam McKnight
Cory Murman
P.20000
PROPRIETARY AND CONFIDENTIAL - TRADE SECRETS AND COMMERCIAL INFORMATION - EXEMPT FOR RELEASE UNDER FOIA (5 U.S.C. § 552 (b)(4)) AND STATE PUBLIC DISCLOSURE LAW
 
D3127046
 R. GEHRKE
 TEAM
 
 
PHX82
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SPA - ISSUED FOR PERMIT
07/27/2023
1
L-B-01-0
1
CITY OF EL MIRAGE GENERAL INFORMATION:
1.
ALL CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE MARICOPA ASSOCIATION OF GOVERNMENT'S
(MAG) UNIFORM STANDARD SPECIFICATIONS AND DETAILS FOR PUBLIC WORKS CONSTRUCTION. THE LATEST EDITION OF
THE CITY OF EL MIRAGE DESIGN AND DEVELOPMENT STANDARDS MANUAL (DDSM), GENERAL NOTES AND STANDARD
DETAILS WILL CONTINUE TO APPLY WHERE SUCH DETAILS WERE NOT ADOPTED OR INCLUDED BY MAG. ALTERNATE DETAILS
AND SPECIFICATIONS MAY BE SUBMITTED FOR REVIEW AND ACCEPTANCE BY THE ENGINEERING DIVISION. IF ACCEPTED,
ALTERNATE DETAILS WILL BE SHOWN AS PART OF THE APPROVED PLANS/DETAIL SHEETS.
2.
THIS SET OF PLANS HAS BEEN REVIEWED FOR COMPLIANCE WITH CITY REQUIREMENTS PRIOR TO ISSUANCE OF
ENGINEERING CONSTRUCTION PERMITS. HOWEVER, SUCH REVIEW SHALL NOT PREVENT THE CITY ENGINEER FROM
REQUIRING CORRECTION OF ERRORS OR OMISSIONS IN PLANS FOUND TO BE IN VIOLATION OF ANY LAW OR ORDINANCE.
3.
APPROVAL BY THE CITY ENGINEER IS FOR GENERAL LAYOUT IN RIGHT-OF-WAY ONLY. THIS APPROVAL OF CONSTRUCTION
PLANS IS VALID FOR A PERIOD OF NINE (9) MONTHS. ENGINEERING CONSTRUCTION PERMITS SHALL BE OBTAINED WITHIN
THIS PERIOD OR THE PLANS SHALL BE RESUBMITTED FOR APPROVAL. WORK SHALL ALSO BE CONTINUOUSLY PURSUED IN
ORDER TO MAINTAIN A VALID PLAN APPROVAL AND PERMIT. APPROVAL IS ONLY FOR WORK WITHIN THE JURISDICTION OF
THE CITY OF EL MIRAGE.
4.
THE CITY ENGINEER DOES NOT WARRANT ANY QUANTITIES SHOWN ON THESE PLANS.
5.
ENGINEERING CONSTRUCTION PERMITS FOR ANY WORK WITHIN THE RIGHT-OF-WAY AND EASEMENTS, AND ANY GRADING
AND DRAINAGE, WHETHER ON-SITE OR OFF-SITE, ARE REQUIRED PRIOR TO COMMENCING WORK. THE BUILDING PERMIT
SHALL NOT BE CONSTRUED IN ANY WAY AS PERMISSION TO COMMENCE WORK COVERED BY AN ENGINEERING
CONSTRUCTION PERMIT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR/DEVELOPER TO UNDERSTAND THE WORK
COVERED BY VARIOUS PERMITS.
6.
THE ENGINEERING INSPECTOR SHALL BE NOTIFIED FORTY-EIGHT (48) HOURS PRIOR TO ANY CONSTRUCTION WORK BY
TELEPHONE AT 623-876-2975. ANY WORK CONCEALED WITHOUT INSPECTION SHALL BE SUBJECT TO REMOVAL AND
REPLACEMENT AT THE CONTRACTOR'S/DEVELOPER'S EXPENSE.
7.
AN APPROVED SET OF PLANS MUST BE AVAILABLE ON THE JOB SITE AT ALL TIMES. THE CONTRACTOR'S/DEVELOPER'S
REPRESENTATIVE (CAPABLE OF COMMUNICATING WITH THE CITY'S REPRESENTATIVES) SHALL BE ON THE JOB AT ALL TIMES
THE WORK IS BEING PURSUED.
8.
THE CONTRACTOR/DEVELOPER IS RESPONSIBLE FOR PROVIDING EMERGENCY TELEPHONE NUMBERS TO THE CITY OF EL
MIRAGE AT TIME OF ISSUANCE OF ENGINEERING CONSTRUCTION PERMITS AND HAVE PERSONNEL AVAILABLE 24-HOURS A
DAY TO RESPOND TO EMERGENCIES. IF THE CITY IS REQUIRED TO RESPOND AND MAKE EMERGENCY REPAIRS ON BEHALF
OF THE CONTRACTOR/DEVELOPER, THE CONTRACTOR/DEVELOPER IS RESPONSIBLE TO REIMBURSE THE CITY FOR ALL
COSTS INCURRED.
9.
IT SHALL BE THE RESPONSIBILITY OF THE PERMITTEE TO ARRANGE FOR THE RELOCATION AND RELOCATION COSTS OF ALL
UTILITIES, AND SUBMIT A UTILITY RELOCATION SCHEDULE PRIOR TO THE ISSUANCE OF AN ENGINEERING CONSTRUCTION
PERMIT.
10.
ALL UNDERGROUND TANKS REQUIRE A PERMIT FROM THE FIRE DEPARTMENT PRIOR TO REMOVAL.
11.
THE PROCEDURES AND METHODS USED TO SAMPLE, TEST MATERIALS, AND REPORT TEST RESULTS WILL BE DETERMINED BY
THE ENGINEERING DIVISION. FOR ALL PHASES OF CONSTRUCTION, THE TYPE, SCHEDULING, FREQUENCY AND LOCATION
OF ALL MATERIALS TESTING AND SAMPLING SHALL BE DETERMINED BY THE ENGINEERING DIVISION. ALL TEST RESULTS SHALL
BE REPORTED DIRECTLY (IN WRITING) TO THE ENGINEERING DIVISION. FOR EACH PHASE OF CONSTRUCTION, TEST RESULTS
(IN WRITING) MUST BE RECEIVED FROM THE TESTING LABORATORY, PRIOR TO THE START OF THE NEXT PHASE OF
CONSTRUCTION. ROCK CORRECTIONS ARE REQUIRED FOR EACH IN-PLACE DENSITY TEST. NUCLEAR/SAND CONE
CORRELATIONS ARE REQUIRED WITH ONE (1) SAND CONE TEST FOR EVERY TEN (10) NUCLEAR DENSITY TESTS TAKEN
ON-SITE. SEE CITY OF EL MIRAGE MATERIALS TESTING GUIDELINES FOR MORE INFORMATION.
12.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR/DEVELOPER TO SCHEDULE WATER AND SEWER TESTING WITH THE CITY
INSPECTOR PER THE CITY'S DESIGN & DEVELOPMENT STANDARDS MANUAL (DDSM). NO TESTING SHALL BE ACCEPTED BY
THE INSPECTOR UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED.
13.
THE EXCAVATING CONTRACTOR MUST GIVE A LOCATION FOR WASTING EXCESS EXCAVATION AND A LETTER FROM THE
OWNER GIVING PERMISSION FOR DUMPING PRIOR TO STARTING ON-SITE CONSTRUCTION.
14.
IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO VERIFY THE PRESENCE AND LOCATION OF ALL EXISTING OVERHEAD
AND/OR UNDERGROUND UTILITIES THAT MAY INTERFERE WITH THIS CONSTRUCTION, WHETHER OR NOT SAID UTILITIES ARE
SHOWN ON THE CONSTRUCTION PLANS FOR THIS PROJECT, AND TO ADEQUATELY PROTECT AND MAINTAIN ANY SUCH
UTILITIES. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AND/OR REPLACED AT THE CONTRACTOR'S EXPENSE.
15.
THE ENGINEERING DIVISION DOES NOT ASSUME ANY LIABILITY FOR ERRORS OF LINE AND/OR GRADE ON ANY STAKING
WHICH HAS BEEN DISTURBED IN ANY WAY, NOR DOES THE DESIGN ENGINEER ASSUME ANY LIABILITY FOR ERRORS OF LINE
AND/OR GRADE ON ANY STAKING THAT HAS BEEN IN PLACE FOR A PERIOD OF TWENTY-FOUR (24) HOURS OR MORE
WITHOUT THE COMMENCEMENT OF THE CONSTRUCTION FOR WHICH IT WAS SET.
16.
THE CONTRACTOR SHALL CONTACT BLUE STAKE AT (602) 263-1100 PRIOR TO CONSTRUCTION. IT IS THE RESPONSIBILITY OF
THE CONTRACTOR TO MAINTAIN CURRENT BLUE STAKE MARKINGS THROUGHOUT CONSTRUCTION.
17.
THE CONTRACTOR SHALL LOCATE ALL EXISTING LANDSCAPING, LANDSCAPING IRRIGATION LINES, PROPERTY
MONUMENTS, FENCING OR SURFACE FEATURES PRIOR TO CONSTRUCTION. ANYTHING DISTURBED DURING CONSTRUCTION
SHALL BE REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE.
18.
THE CONTRACTOR SHALL CONTACT THE BUILDING SAFETY DIVISION AT (623) 251-3503 TO START THE PROCESS FOR
OBTAINING A FIRE HYDRANT METER. ONCE APPROVED, THE CONTRACTOR WILL CONTACT THE CUSTOMER SERVICE
DEPARTMENT AT (623) 933-1228 TO SCHEDULE THE INSTALLATION OR RELOCATION OF THE HYDRANT METER.
CONTRACTORS SHALL NOT RELOCATE HYDRANT METERS THEMSELVES. THE CONTRACTOR MUST PROVIDE THEIR OWN
SUPPORT, BACKFLOW PREVENTER AND CERTIFIED TESTER WITH A CITY WITNESS. A COPY OF THE CERTIFICATION MUST BE
PROVIDED TO THE CITY INSPECTOR PRIOR TO USE.
19.
ALL CONTRACTORS/DEVELOPERS ARE RESPONSIBLE TO CONSTRUCT STABILIZED CONSTRUCTION ENTRANCES IN ORDER TO
REDUCE OR ELIMINATE THE TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAYS OR STREETS. GRAVEL TRACK-OUT
PADS SHALL MEET CURRENT MARICOPA COUNTY STANDARDS. THE CONTRACTOR/DEVELOPER SHALL IMMEDIATELY
REMOVE ANY SEDIMENT TRACKED ONTO PUBLIC RIGHTS-OF-WAYS OR STREETS.
20. ALL DRAINAGE PROTECTIVE DEVICES SUCH AS SWALES, INTERCEPTION DITCHES, PIPES, PROTECTIVE BERMS, CONCRETE
CHANNELS OR OTHER MEASURES DESIGNED TO PROTECT IMPROVEMENTS, WHETHER EXISTING OR PROPOSED, FROM
RUNOFF OR DAMAGE FROM STORM WATER, MUST BE CONSTRUCTED PRIOR TO THE CONSTRUCTION OF ANY
IMPROVEMENTS.
21. ANY AND ALL OBSTRUCTIONS WITHIN THE RIGHTS-OF-WAY AND EASEMENTS SHALL BE REMOVED BEFORE ANY
CONSTRUCTION IS COMMENCED.
22. ALL CONTRACTORS/DEVELOPERS ARE RESPONSIBLE TO OBTAIN A NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM
(NPDES) PERMIT IN ACCORDANCE WITH FEDERAL AND STATE REGULATIONS, INCLUDING NOTICE OF INTENT (NOI), NOTICE
OF TERMINATION (NOT), AND STORM WATER POLLUTION PREVENTION PLAN (SWPPP). A COPY OF THE NOI AND SWPPP
SHALL BE AVAILABLE ON THE JOB SITE AT ALL TIMES.
23. ALL CONTRACTORS/DEVELOPERS ARE RESPONSIBLE TO OBTAIN ANY NECESSARY 401 AND 404 PERMITS. A COPY OF THE
PERMIT SHALL BE SUBMITTED TO THE CITY PRIOR TO APPROVAL OF THE GRADING AND DRAINAGE PLANS.
24. IT IS THE RESPONSIBILITY OF THE CONTRACTOR/DEVELOPER TO OBTAIN ANY AND ALL OTHER PERMITS AND MEET ANY
REQUIREMENTS SET FORTH BY OTHER AGENCIES OR UTILITIES WHICH HAVE JURISDICTION AT THE
CONTRACTOR'S/DEVELOPER'S EXPENSE. THE CONTRACTOR/DEVELOPER SHALL MEET THE REQUIREMENTS OF THESE PERMITS
AS SET FORTH THEREIN.
25. AS A REMINDER, MARICOPA COUNTY ENVIRONMENTAL SERVICES DEPARTMENT HAS ASKED THE CITY TO INFORM ALL
CONTRACTORS/DEVELOPERS WORKING IN THE CITY OF EL MIRAGE OF THE FOLLOWING:
PER THE MARICOPA COUNTY AIR POLLUTION CONTROL RULES AND REGULATIONS ON EARTH MOVING EQUIPMENT
PERMITS, NO PERSON SHALL CAUSE OR PERMIT THE USE OF ANY POWER OR MECHANICAL EQUIPMENT FOR COMMERCIAL
PURPOSES TO CLEAR, EXCAVATE OR LEVEL LAND, INCLUDING BUT NOT LIMITED TO BLASTING, DEMOLITION, ROAD AND
STREET CONSTRUCTION, SWIMMING POOL EXCAVATING, TRENCHING, VEGETATION REMOVAL, OR ENGAGE IN ANY
OTHER EARTH MOVING ACTIVITIES WITHOUT FIRST OBTAINING A PERMIT FROM THE MARICOPA COUNTY ENVIRONMENTAL
SERVICES DEPARTMENT. THE PROPERTY OWNER, LESSEE, DEVELOPER OR PRIME CONTRACTOR WILL BE RESPONSIBLE FOR
ACQUIRING THE PERMIT.
ALSO AS A REMINDER, IF THE ABOVE REFERENCED DEVELOPMENT HAS WORK THAT NEEDS TO BE DONE IN THE MARICOPA
COUNTY RIGHTS-OF-WAY, PLEASE OBTAIN ALL PERMITS FROM THE MARICOPA COUNTY DEPARTMENT OF
TRANSPORTATION. THE PERMITS ISSUED BY THE CITY OF EL MIRAGE DO NOT COVER THE MARICOPA COUNTY
RIGHTS-OF-WAY.
26. EMERGENCY VEHICLE ACCESS TO BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION AS REQUIRED BY THE CITY OF
EL MIRAGE FIRE DEPARTMENT.
27. ANY EXISTING LANDSCAPING AND/OR IRRIGATION SYSTEM DISTURBED BY CONSTRUCTION SHALL BE REPLACED IN KIND BY
THE CONTRACTOR. THE CONTRACTOR SHALL CALL AND COORDINATE THIS WORK WITH THE CITY OF EL MIRAGE
OPERATIONS SUPERINTENDENT AT (480) 372-1131.
28. THE CONTRACTOR/DEVELOPER IS SOLELY RESPONSIBLE FOR ALL JOB SITE SAFETY, INCLUDING BUT NOT LIMITED TO MEETING
ALL REQUIREMENTS OF OSHA AND ADOSH. THE CITY OF EL MIRAGE ENGINEERING INSPECTOR IS NOT AUTHORIZED TO
ADVISE OR DIRECT THE CONTRACTOR/DEVELOPER REGARDING MATTERS OF JOB SITE SAFETY. SHOULD THE
CONTRACTOR/DEVELOPER ACT ON SUCH ADVICE OR DIRECTION, IT IS AT THE RISK OF THE CONTRACTOR/DEVELOPER.
1.
ALL LANDSCAPE AND IRRIGATION INSTALLED WITHIN THE PUBLIC
RIGHT-OF-WAY OR OTHER CITY MAINTAINED AREAS SHALL BE
INSTALLED PER THE APPROVED PLANS AND CITY'S SPECIFICATIONS.
ALL LANDSCAPING APPROVED AS A PART OF THE SITE PLAN
PROCESS SHALL BE INSTALLED PER THE APPROVED PLANS. ANY
DEVIATIONS TO THE APPROVED PLANS REQUIRE CITY APPROVAL.
2.
PERMITS ARE REQUIRED FOR ELECTRICAL CONNECTIONS,
INCLUDING ELECTRIC METER INSTALLATION, BACKFLOW
PREVENTERS, AND WORK WITHIN THE CITY RIGHT-OF-WAY OR CITY
DEDICATED PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR
OBTAINING THESE PERMITS PRIOR TO THE COMMENCEMENT OF
ANY WORK.
3.
ALL LANDSCAPE PROJECTS REQUIRING CITY MAINTENANCE OR
WITHIN THE CITY RIGHT-OF-WAY SHALL BE INSPECTED FOR THE
FOLLOWING:
A.
PLANT LOCATIONS: THESE LOCATIONS SHALL BE STAKED IN
THE FIELD WITH IDENTIFICATION AS TO TREES OR SHRUBS; OR
HOLES FOR THE PLANT MATERIALS MAY BE DUG WITH
IDENTIFICATION OF PLANT TYPE. USE OF THIS METHOD DOES
NOT RELIEVE THE CONTRACTOR OF ANY PLANT RELOCATIONS
MADE BY THE CITY.
B.
IRRIGATION INSTALLATION: INSPECTIONS SHALL BE MADE AT
THE POINT THE IRRIGATION SYSTEM IS INSTALLED. INSPECTIONS
OF THE PIPE DEPTH, AUTOMATIC VALVE INSTALLATION AND
EMITTER/SPRAY INSTALLATIONS WILL BE MADE.
C.
SUBSTANTIAL COMPLETION: AN INSPECTION AT COMPLETION
OF THE LANDSCAPE AND IRRIGATION INSTALLATION WILL BE
MADE. ANY DEFICIENCIES IN THE INSTALLATION WILL BE
NOTED AND CORRECTED BY THE CONTRACTOR DURING THE
MAINTENANCE PERIOD.
D.
FINAL ACCEPTANCE: A FINAL INSPECTION IS REQUIRED PRIOR
TO CITY ACCEPTANCE OF THE LANDSCAPE AND IRRIGATION
IMPROVEMENTS.
THE ABOVE INSPECTIONS REQUIRE A MINIMUM OF 48-HOURS
PRIOR NOTIFICATION TO THE CITY. CALL THE EL MIRAGE
DEVELOPMENT SERVICES DEPARTMENT AT (623) 876-2977 AND
LEAVE A MESSAGE INCLUDING THE SUBDIVISION, LOCATION AND
TYPE OF INSPECTION TO ARRANGE FOR THESE INSPECTIONS.
4.
SEPARATE INSPECTIONS ARE REQUIRED FOR THE ELECTRICAL
CONNECTIONS. PLEASE CALL THE BUILDING SAFETY DIVISION AT
(623) 876-2979 A MINIMUM OF 24-HOURS PRIOR TO ARRANGE FOR
THESE INSPECTIONS.
5.
LANDSCAPE AND IRRIGATION, WHICH IS INSTALLED ON PRIVATE
PROPERTY IN CONJUNCTION WITH A CITY APPROVED SITE PLAN,
WILL BE INSPECTED BY THE DEVELOPMENT SERVICES DEPARTMENT
FOR CONFORMANCE TO THE APPROVED SITE PLAN PRIOR TO
ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
6.
ALL LANDSCAPING AND IRRIGATION SHOWN ON THESE PLANS,
INCLUDING WITHIN THE RIGHT OF WAY ALONG THE PROJECT
FRONTAGE, WILL BE MAINTAINED BY THE HOMEOWNERS
ASSOCIATION (HOA) UNLESS OTHERWISE NOTED. IF NO HOA
EXISTS, THE PROPERTY OWNER SHALL BE RESPONSIBLE.
7.
ALL CITY MAINTAINED PROJECTS REQUIRE A 90-DAY
MAINTENANCE PERIOD TO BEGIN AT THE DATE OF SUBSTANTIAL
COMPLETION AS DETERMINED BY THE CITY.
8.
RIGHT-OF WAY AND CITY MAINTAINED AREAS REQUIRE SEPARATE
WATER METER CONNECTIONS. RIGHT-OF-WAY AREAS DESIGNATED
FOR MAINTENANCE BY THE ADJACENT PROPERTY OWNERS FOR
COMMERCIAL, INDUSTRIAL AND MULTI-FAMILY DEVELOPMENTS
SHALL HAVE THE RIGHT-OF-WAY IRRIGATION ISOLATED OR
SEPARATED FROM THE ON-SITE IRRIGATION SYSTEM.
9.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION,
COST AND REQUIRED PERMIT FEES FOR THE WATER METER(S)
DESIGNATED TO SERVE THE IRRIGATION SYSTEM.
10.
ALL PLANTINGS AT MATURITY SHALL MAINTAIN A MINIMUM 6'-0"
CLEARANCE AROUND ALL FIRE HYDRANTS AND FIRE SUPPRESSION
DEVICES.
11.
PLANTINGS SHALL NOT INTERFERE WITH ANY TRAFFIC CONTROL
SIGNS AND SHALL MAINTAIN A MAXIMUM HEIGHT OF 30" WITHIN
ANY SIGHT DISTANCE TRIANGLES.
12.
INSTALLATION OF THE LANDSCAPE AND IRRIGATION SYSTEM
INCLUDING ADDITION OF GROUND PLANT MATERIALS SHALL NOT
IMPEDE THE FLOW OF DESIGNED DRAINAGE FACILITIES NOR
DECREASE THE DESIGN VOLUME OF ANY DETENTION/RETENTION
BASINS.
13.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND
PROTECTION OF ALL UNDERGROUND UTILITIES DURING THE
LANDSCAPE AND IRRIGATION INSTALLATION.
14.
ALL TREES SHALL MAINTAIN A MINIMUM OF 6'-0" CLEARANCE
FROM ANY CITY WATER OR SEWER LINE AND A MINIMUM OF 5'-0"
CLEARANCE FROM ANY CITY SIDEWALK AND CURB. ALL
PLANTINGS SHALL MAINTAIN A SUFFICIENT DISTANCE FROM ANY
SANITARY AND STORM SEWER MANHOLES TO ALLOW ACCESS BY
MAINTENANCE VEHICLES.
15.
A SWALE A MINIMUM OF 6" IN DEPTH SHALL BE PROVIDED IN ALL
LANDSCAPE AREAS WITHIN THE CITY RIGHT-OF-WAY TO PROMOTE
WATER HARVESTING.
16.
ALL PLANTING AREAS (EXCEPT TURF AREAS) TO BE MAINTAINED BY
THE CITY SHALL BE TREATED WITH A PRE-EMERGENT HERBICIDE BY
A LICENSED APPLICATOR PRIOR TO AND AFTER THE PLACEMENT
OF THE DECOMPOSED GRANITE, RIVER ROCK, ETC. APPLICATION
DOCUMENTATION WILL BE REQUIRED PRIOR TO ACCEPTANCE OF
THE LANDSCAPING BY THE CITY.
17.
AS-BUILT DRAWINGS OF THE LANDSCAPE AND IRRIGATION SYSTEM
ARE REQUIRED PRIOR TO ACCEPTANCE BY THE CITY AND FOR
PROJECTS WITHIN THE CITY RIGHT-OF-WAY OR CITY OWNED
PROPERTY. THE AS-BUILT DRAWINGS SHALL SHOW THE LOCATIONS
OF ALL PLANTINGS AND THE DIMENSIONS TO FIXED POINTS OF ALL
IRRIGATION EQUIPMENT, PIPING, ETC. THE AS-BUILT DRAWINGS
MUST BE SUBMITTED ON A CD THAT CONTAINS PDFs OF ALL PLAN
SHEETS.
1.
NO PERSON, CORPORATION, CONTRACTOR, OR UTILITY SHALL WORK WITHIN THE RIGHT-OF-WAY, ROAD,
STREET, OR EASEMENTS GRANTED FOR PUBLIC USE OR ALLEYS WITHOUT SECURING AN ENGINEERING
CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION.
2.
ENGINEERING CONSTRUCTION PERMITS ARE REQUIRED FOR GRADING, DRAINAGE, EROSION CONTROL,
FLOOD CONTROL STRUCTURES, HAULING MATERIAL IN EXCESS OF 500 CUBIC YARDS, OILING,
GRAVELING OR ANY SURFACING OF ANY STREET OR ALLEY, WATER SYSTEM, SANITARY SEWER SYSTEM,
STORM DRAIN SYSTEM, TRENCHING, GAS OR ANY OTHER TYPES OF PIPE LINES, DRYWELLS, PAVING, CURB,
GUTTER, SIDEWALKS, DRIVEWAYS, FLOOD IRRIGATION, LANDSCAPE/IRRIGATION, TRAFFIC SIGNALS,
STRIPING AND SIGNAGE, BANK STABILIZATION AND CHANNELIZATION, STREET LIGHTS, WELL
ABANDONMENT, UTILITY LINES SUCH AS ELECTRIC, TELEPHONES, TELEVISION, COMMUNICATIONS AND
OTHER SIMILAR FACILITIES.
3.
CONSTRUCTION WORK HOURS WITHIN THE CITY OF EL MIRAGE SHALL COMPLY WITH THE FOLLOWING:
FRIDAY, NIGHTTIME AND WEEKEND WORK REQUIRES PERMISSION IN WRITING FROM THE CITY ENGINEER
OR THEIR DESIGNEE.
4.
NO INTERFERENCE WITH TRAFFIC FLOW ON PUBLIC STREETS OR ALLEYS SHALL BE PERMITTED DURING THE
HOURS OF 6:00 A.M. TO 8:30 A.M. OR FROM 4:00 P.M. TO 7:00 P.M. UNLESS PRIOR AUTHORIZATION IS
OBTAINED IN WRITING BY THE CITY OF EL MIRAGE CITY ENGINEER OR THEIR DESIGNEE.
5.
PRIOR TO ISSUANCE OF ENGINEERING CONSTRUCTION PERMITS, THE CONTRACTOR/DEVELOPER MUST
PROVIDE THE CITY OF EL MIRAGE WITH THE SPECIFIC INFORMATION NOTED IN SECTION L OF THE CITY'S
DESIGN & DEVELOPMENT STANDARDS MANUAL (DDSM) AND PAYMENT OF FEES PER THE CITY'S LATEST
FEE SCHEDULE. ANY PERSON, CORPORATION, CONTRACTOR, OR UTILITY COMPANY WORKING IN THE
RIGHT-OF-WAY, ROAD, STREET, OR EASEMENTS GRANTED FOR PUBLIC USE OR ALLEYS WITHOUT
SECURING A PERMIT IS SUBJECT TO A FINE IN ACCORDANCE WITH THE CITY CODE.
6.
TRAFFIC CONTROL SHALL CONFORM TO THE LATEST EDITIONS OF THE CITY OF PHOENIX TRAFFIC
BARRICADE MANUAL, MUTCD, AND THE CITY OF EL MIRAGE DESIGN AND DEVELOPMENT STANDARDS
MANUAL (DDSM).  BARRICADES MUST BE CONTINUALLY MAINTAINED THROUGHOUT THE DURATION OF
THE PROJECT. IF ANY PART OF THE TRAFFIC CONTROL PLAN FALLS WITHIN 300' OF A SIGNALIZED
INTERSECTION, AN OFF-DUTY OFFICER WILL BE REQUIRED FOR TRAFFIC CONTROL. A TRAFFIC CONTROL
PLAN (TCP) SHALL BE SUBMITTED TO THE ENGINEERING DIVISION A MINIMUM OF TWO WORKING DAYS
(48-HOURS) PRIOR TO CONSTRUCTION UNLESS A FULL CLOSURE IS REQUESTED IN WHICH 2 WEEKS
NOTICE IS REQUIRED. AN ACCEPTED TCP WILL BE STAMPED AND A COPY RETURNED TO THE
CONTRACTOR AND/OR TRAFFIC CONTROL COMPANY. A COPY OF THE ACCEPTED PLAN MUST REMAIN
ON THE JOB SITE AT ALL TIMES.
7.
THE PLANS SHALL COMPLY WITH THE AMERICANS WITH DISABILITY ACT'S ACCESSIBILITY GUIDELINES, AS
PUBLISHED IN THE FEDERAL REGISTER ON SEPTEMBER 15, 2010.
8.
REFER TO SECTION N AND CHAPTERS 7-3 AND 7-4 OF THE DDSM FOR A LIST OF THE REQUIRED CLOSE OUT
ITEMS. ANY QUESTIONS SHOULD BE DIRECTED TO THE ENGINEERING INSPECTOR.
A
B
CONSTRUCTION TYPE
MAY 1 - SEPTEMBER 30
OCTOBER 1 - APRIL 30
ALL CONSTRUCTION WORK-
MONDAY THROUGH SATURDAY
ALL CONSTRUCTION WORK-
SUNDAY
6:00 A.M. TO 7:00 P.M.
8:00 A.M. TO 7:00 P.M.
7:00 A.M. TO 7:00 P.M.
8:00 A.M. TO 7:00 P.M.

OPEN OFFICE
82-A16.0
SHRED ROOM
82-A22.2
LOADING
RESTROOM
82-A23.1
CABLE
STORAGE
82-A17
SECURE
STORAGE
82-A22.0
HIGH-VALUE
STORAGE
82-A22.1
ASSET
MANAGEMENT
82-A21.0
ER 1
82-A23.2
JANITOR &
FACILITY
STORAGE
82-A08
SCREENING
RESTROOM
82-A09
ENTRY
VESTIBULE
82-A01
CE SHOP
82-A19
FCR
82-A11
SER
82-A13
BREAK ROOM
82-A15.0
CONFERENCE
82-A04
OFFICE B
82-A16.2
OFFICE A
(MANAGER
OFFICE)
82-A16.1
ER 2
82-A15.2
RISER ROOM
82-A24
GENERAL
STORAGE
82-A18.0
ELEC
82-A10
SECURE LOBBY
82-A02.0
RECEIVING &
STAGING
82-A07
LOADING DOCK
82-A23.0
BREAK ROOM
RESTROOM A
82-A15.4
BREAK ROOM
RESTROOM B
82-A15.5
RESTROOM
ACCESS
82-A15.3
BREAK ROOM
STORAGE
82-A15.6
WELLNESS
ROOM
82-A14
OFFICE PRINT
ROOM
82-A16.4
LOBBY
RESTROOM B
82-A06
LOBBY
RESTROOM A
82-A05
SECURE
SCREENING
82-A02.1
STORAGE
RESTROOM
82-A20
ASSET
MANAGEMENT
OFFICE
82-A21.1
BACK
CORRIDOR
82-A02.2
BREAK ROOM
PATIO
82-A15.1
OFFICE C
82-A16.3
TEAM ROOM B
82-A12
TEAM ROOM A
82-A03
T
C
C
C
T
H
T
H
F
F
F
F
F
F
C
F
H2
T
T
T
C
F
F
J
q
3
w
EWSD
FEPS
F
WP
q
WP
F
F
WP
3
3
OS
OS
OS
3
OS
3
OS
OS
3
OS
OS
3
75cd
75cd
75cd
75cd
75cd
75cd
30cd
75cd
75cd
15cd
15cd
WP
15cd
15cd
15cd
15cd
75cd
75cd
75cd
75cd
15cd
15cd
15cd
110cd
75cd
75cd
75cd
75cd
75cd
15cd
15cd
15cd
15cd
15cd
15cd
EWSD
FEPS
FEPS
EWSD
VFZ
FEPS
EWSD
FACP
HLI
BATT
15cd
FME
F
15cd
15cd
PS
PSTS
PS
WF
TS
F
OS
OS
PIV
TS
EWSD
FEPS
ECS
WP
75cd
30cd
30cd
75cd
75cd
15cd
75cd
CR
R
Qty
P L A N T   M A T E R I A L S   L E G E N D
Remarks
Plant Name
Size
Sym.
Cacti
Agave x 'Blue Glow'
Blue Glow Agave
32
5 gal.
-
Groundcovers
Baileya multiradiata
Desert Marigold
122
1 gal.
-
Euphorbia tirucalli 'Rosea'
Fire Sticks
13
5 gal.
-
Chilopsis linearis
Desert Willow
5
24" box
-
Olney tesota
Ironwood
5
24" box
-
Prosopis velutina
Native Mesquite
8
24" box
-
Shrubs
Encelia farinosa
Brittlebush
11
5 gal.
-
Ericameria laricifolia
Turpentine Bush
47
5 gal.
-
Justicia californica 'Yellow'
Yellow Chuparosa
7
5 gal.
-
Justicia californica
Chuparosa
10
5 gal.
-
Larrea tridentata
Creosote
12
5 gal.
-
Leucophyllum frutescens 'Green Cloud'
Green Cloud Sage
13
5 gal.
-
Leucophyllum laevigatum
Chihuahuan Sage
8
5 gal.
-
Leucophyllum zygophyllum
Blue Ranger
8
5 gal.
-
Salvia clevelandii
Chaparral Sage
12
5 gal.
-
Simmondsia chinensis
Jojoba
19
5 gal.
-
Sphaeralcea ambigua
Globe Mallow
11
1 gal.
-
Chrysactinia mexicana
Damianita
50
1 gal.
-
Viguiera deltoidea
Goldeneye
34
1 gal.
-
Agave parryi
Parry's Agave
32
5 gal.
-
Asclepias subulata
Desert Milkweed
23
1 gal.
-
Carnegiea gigantea
Saguaro
7
8' min.
-
Echinocactus grusonii
Golden Barrel Cactus
43
5 gal.
-
Euphorbia antisyphilitica
Candelilla
30
5 gal.
-
Fouquieria splendens
Ocotillo
12
bare root
-
Hesperaloe parviflora-red
Red Hesperaloe
36
5 gal.
-
Opuntia basilaris
Beavertail Prickly Pear
7
5 gal.
-
Opuntia engelmannii
Engelmann's Prickly Pear
7
5 gal.
-
Opuntia violacea santa-rita
Purple Prickly Pear
9
5 gal.
-
Pachycereus schotti f. monstrosus
Totem Pole Cactus
8
1 gal.
Multiple arms
Yucca baccata
Banana Yucca
2
5 gal.
-
Yucca elata
Soaptree Yucca
2
5 gal.
-
Trees
1. ALL PLANTS SHALL BE WATERED WITH AUTOMATIC DRIP
IRRIGATION SYSTEM.
2. ALL LANDSCAPE AREAS EXCLUDING TURF TO BE
COVERED WITH CRUSHED ROCK.
3. LANDSCAPE ARCHITECT TO APPROVE FINAL GRADING.
PLANTING SHALL NOT OCCUR UNTIL FINAL GRADING IS
APPROVED.
4. ALL SHRUBS TO BE PLANTED 3'-0" MINIMUM AWAY
FROM EXISTING OR FUTURE WALLS.
5. ALL TREES TO BE PLANTED 5'-0" MINIMUM AWAY FROM
EXISTING OR FUTURE WALLS.
6. WHERE POSSIBLE, ALL TREES AND SHRUBS TO BE
PLANTED 2'-0" MINIMUM AWAY FROM WALKS AND
CURBS.
7. PLANT MATERIAL SHALL BE ADJUSTED IN FIELD TO
AVOID TREE ROOT BALLS.
8. MAINTENANCE OF ALL LANDSCAPING AND
IRRIGATION SHOWN ON THESE PLANS IS THE
RESPONSIBILITY OF THE PROPERTY OWNER.
1
2" 'SABLE' CRUSHED ROCK. ALL DISTURBED
AREAS TO RECEIVE 2" DEPTH MINIMUM.
SOURCE: CUTTING EDGE, 623-261-2032.
I N E R T S
Description
N O T E S :
Sym.
SCALE: NTS
KEY MAP
W OLIVE AVENUE
N DYSART RD
SPA - ISSUED FOR PERMIT
05/02/2023
0
Sheet Title/Number
Senior Project Manager
Development Manager
Quality Control Reviewer
Quality Control FF&E
No.
Date
Revisions
Description
M.S. Project No.
Jacobs Project No.
Microsoft Mechanical Engineer
Microsoft Cable Engineer
Microsoft Electrical Engineer
Engineering Manager
Security Manager
Project Planner
Project Manager
CSA
CUSTOMER
PROJECT MANAGEMENT
Approvals
OPERATIONS
Checked
Design
Drawn
Design Team
Registration
Date
Date
Date
12901 W. OLIVE AVENUE
EL MIRAGE, AZ 85335
27/07/2023 9:24:13 AM    03-Planting.dwg    sgulstad
CONFIDENTIAL - DO NOT DISCLOSE.  This
document is exempt from public disclosure under the
Public Disclosure Act and Uniform Trade Secrets Act.
Portland, OR, 97201
2020 SW Fourth Avenue, Suite 300,
Samantha Biscottini
Carlos Elarmo
Sabrina Shi
Adam McKnight
Vince Aragon
Hope Martin & Geri-Ann Quinlivan
Blake Giles
Adam McKnight
Cory Murman
P.20000
PROPRIETARY AND CONFIDENTIAL - TRADE SECRETS AND COMMERCIAL INFORMATION - EXEMPT FOR RELEASE UNDER FOIA (5 U.S.C. § 552 (b)(4)) AND STATE PUBLIC DISCLOSURE LAW
 
D3127046
 R. GEHRKE
 TEAM
 
 
PHX82
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SPA - ISSUED FOR PERMIT
07/27/2023
1
0'
Scale:
60'
40'
20'
1" = 20'-0"
PLAN
PLANTING
PHX82-L-B-01-0
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
PHX82
L-B-01-0
FIRE HYDRANT AND FIRE
DEPARTMENT CONNECTION
LOCATION. SEVEN (7) FOOT
CLEARANCE AROUND REQUIRED
FROM LANDSCAPE MATERIALS
EXCEEDING SIX (6) INCHES IN
HEIGHT WHEN MATURE.
1
1
1
1
1
1
1
1

PHX82 - Responses to Pre-Application Meeting Comments - PZ 23-05-07
COMMENT NO.
REVIEWER
SHEET/REPORT
COMMENT
RESPONSE TO COMMENT
1
Jose Macias
APPLICATION FORM
No comment
No response required.
2
Jose Macias
ZONING
No comment
No response required.
3
Jose Macias
PROJECT NARRATIVE
Please provide updated the number of total employees for the whole site.
A total of 228 parking spaces are provided on campus, including 57 stalls dedicated to PHX80 (52 
standard, 4 ADA, and 1 security); 53 stalls dedicated to PHX81 (47 standard, 4 ADA, and 2 
security); 59 stalls dedicated to PHX86 (55 standard, 3 ADA, and 1 security), and 59 stalls 
dedicated to PHX82 (54 standard, 4 ADA, and 1 security). These stalls will accommodate at least 
1 space per employee during major shifts, based on peak employee shift headcounts for data 
center operations.
4
Jose Macias
SITE PLAN
Parking fixed for PHX82 and PHX86
A total of 228 parking spaces are provided on campus, including 57 stalls dedicated to PHX80 (52 
standard, 4 ADA, and 1 security); 53 stalls dedicated to PHX81 (47 standard, 4 ADA, and 2 
security); 59 stalls dedicated to PHX86 (55 standard, 3 ADA, and 1 security), and 59 stalls 
dedicated to PHX82 (54 standard, 4 ADA, and 1 security). These stalls will accommodate at least 
1 space per employee during major shifts, based on peak employee shift headcounts for data 
center operations.
5
Jose Macias
ARS 28-8481 MILITARY LAND USE 
COMPATIBILITY
The site is located within the Luke AFB 1988 JLUS 65 DNL, “high noise or accident potential 
zone” as defined by A.R.S. § 28-8461 and inside the “territory in the vicinity of a military 
airport” also defined by A.R.S. § 28-8461 and is subject to land use compatibility with the 
State Statute. The application was forwarded to Luke AFB for review, once the letter is made 
available, we’ll send it over.
Acknowledged
6
Jose Macias
PRELIMINARY LANDSCAPE
No comment
No response required.
7
Jose Macias
SIGNAGE
No comments.
No response required.
8
Jose Macias
MISCELLANEOUS
Noise: 55 decibels at the property lines between 10 PM to 6 AM.
Acknowledged
9
Jose Macias
MISCELLANEOUS
Any plans to add solar to the facility?
No
1
Bryce Christo
PROJECT NARRATIVE
None
No response required.
2
Bryce Christo
SITE PLAN
Show the property boundary with dimensions
Property boundary with dimensions now provided.
3
Bryce Christo
SITE PLAN
Provide a larger scale version that focuses the proposed PHX82 improvements
Larger scale site plan focusing on PHX82 improvements now provided as second sheet C-C-002 
under site plan exhibit.
4
Bryce Christo
LANDSCAPE PLANS
The City Notes are not the latest version. An AutoCAD version can be provided upon 
request.
City notes have been updated on cover sheet.
5
Bryce Christo
LANDSCAPE PLANS
Irrigation Plans will be required during the Construction Plan submittal
Acknowledged
6
Bryce Christo
TRAFFIC IMPACT STUDY
The TIS is labeled as “Draft”. A Final version will be required during the Construction Plan 
submittal.
Acknowledged
1 of 3

PHX82 - Responses to Pre-Application Meeting Comments - PZ 23-05-07
COMMENT NO.
REVIEWER
SHEET/REPORT
COMMENT
RESPONSE TO COMMENT
7
Bryce Christo
TRAFFIC IMPACT STUDY
The traffic counts are almost 2 years old and do not match the counts recently collected by 
the City. This may be due to the construction of Northern Parkway in 2021 and the recent 
completion of that project. A copy of the City counts is attached. A TIA, prepared by others 
for the adjacent Copperwing Master Plan, will also be forwarded to you upon approval by the 
developer.
The revised Traffic Impact Study incorporates City and Copperwing Master Plan traffic counts and 
data.
8a
Bryce Christo
TRAFFIC IMPACT STUDY
The Northern Parkway improvements along the southern boundary of the City have been 
completed.
The revised Traffic Impact Study has been updated accordingly.
8b
Bryce Christo
TRAFFIC IMPACT STUDY
The unpaved portion of Butler Drive between Dysart Road and the 127th Avenue alignment will be 
paved in June 2023. The configuration will have one lane in each direction and a TWLTL.
The revised Traffic Impact Study has been updated accordingly.
8c
Bryce Christo
TRAFFIC IMPACT STUDY
Olive Avenue is anticipated to be a 4 lane roadway (2 lanes – median – 2 lanes) by 2025.
The revised Traffic Impact Study has been updated accordingly.
9
Bryce Christo
TRAFFIC IMPACT STUDY
Figure 3 is labeled as “Existing 2023 Peak Hour Volumes”. These are estimated volumes 
since current counts were not performed
The revised Traffic Impact Study has been updated accordingly.
10
Bryce Christo
TRAFFIC IMPACT STUDY
Section 2.3 - The crash data shall be updated to the latest available information. Note any 
trends and/or recommendations based on the data.
Crash analysis and report text have been updated with latest information provided.
11
Bryce Christo
TRAFFIC IMPACT STUDY
Section 3.1 - Also include a breakdown of the trip generation information for PHX80, PHX81 
and PHX86 and show the total volume.
The table has been updated to breakdown trips.
12
Bryce Christo
TRAFFIC IMPACT STUDY
Figure 9 – It is noted on Figure 9 that “all intersections, approaches and turning movements 
operate at an acceptable LOS D or better for the 2023 Existing conditions during both AM 
and PM peak hours”. This is in inaccurate as SB rights and lefts in the AM at Litchfield/Olive 
and NB rights and lefts at Access A/Olive in the AM and PM operate at LOS E.
The revised Traffic Impact Study has been updated accordingly.
13
Bryce Christo
TRAFFIC IMPACT STUDY
Section 3.4 – Calculate the required right turn and left turn storage lanes on Olive Avenue for 
Access A per Section 3D of the City’s Auxiliary Lane Criteria. The City’s current Dysart Road 
Improvement Plans (scheduled to start construction in June 2023) show the EB right turn 
lane as having a 150-foot of storage and a 90-foot taper and the WB left turn lane as having 
160-feet of storage and a 100-foot taper. Are these adequate for the latest traffic volumes?
Storage lanes lengths have been reviewed and are in alignment with city criteria and queuing 
analysis.
14
Bryce Christo
MISCELLANEOUS
A Certificate of Occupancy cannot be provided for the PHX82 building until the offsite CWD 
line and related appurtenances are operational.
Acknowledged
15
Bryce Christo
MISCELLANEOUS
PHX82 will have to connect to EPCOR’s water and sewer mains
Acknowledged
16
Bryce Christo
MISCELLANEOUS
Any extensions or modifications to the onsite or offsite water and sewer systems may require 
an Approval to Construct (ATC) from the Maricopa County Environmental services 
Department (MCESD). Copies of the Approvals of Construction (AOC) shall be submitted to 
the City prior to Certificate of Occupancy.
Acknowledged
17
Bryce Christo
MISCELLANEOUS
It is understood that the site may have future phases with unknown time frames on the 
upgrades. Each new phase will require a separate review by the City.
Acknowledged
18
Bryce Christo
MISCELLANEOUS
A Geotechnical Report will be required to provide on-site pavement sections and percolation 
rates.
Acknowledged
19
Bryce Christo
MISCELLANEOUS
A Stormwater Pollution Prevention Plan (SWPPP) will be required per the City’s SWPPP 
Guidelines document
Acknowledged
2 of 3

PHX82 - Responses to Pre-Application Meeting Comments - PZ 23-05-07
COMMENT NO.
REVIEWER
SHEET/REPORT
COMMENT
RESPONSE TO COMMENT
20
Bryce Christo
MISCELLANEOUS
A Haul Permit will be required if 500 cubic yards or more of material will be brought into or 
out of the site. This will require separate application, an exhibit showing the haul route and 
insurance from the company performing the haul. The fee is $300.
Acknowledged
3 of 3