Zoning Application

Memorandum 
 
 
Client Company 
City of El Mirage, Arizona 
Stantec 
Project # 
235710474 
Client Contact / 
Phone # 
Jose Marcias, Senior Planner 
623-876-2996, jmacias@elmirageaz.gov 
Date 
18 Oct 2024 
Author / Phone #
Chad Mendell / 312-953-9141 / chad.mendell@stantec.com 
Project Name 
Microsoft PHX83 Design 
 
Subject 
Site Plan Amendment SPA24-09-01 Project Narrative 
 
Comments 
Application Request: 
Site Plan Amendment application SPA24-09-01 is amending Site Plan Amendment SPA24-02-01. 
This narrative is provided to satisfy the City of El Mirage Site Plan Application Submittal Guidelines 
for Technical Advisory Committee (TAC) Review.  Conceptual and Comprehensive Site Plans, 
Exterior Elevations, Preliminary Landscape Plans and a Preliminary Traffic Impact Study are 
included with this submittal.   
 
Property Location and Description: 
The previous Site Plan Amendment (SPA24-02-01) included three buildings:  PHX80, PHX81 and 
PHX82. 
Site Plan Amendment SPA24-09-01 will add one additional building to the site.  The new building 
(PHX83) will be located within the 150.52-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 and third data centers on the campus (PHX81 and 
PHX82) are permitted and are under construction.  The new PHX83 data center building will be 
located south of the PHX82 data center building and will have a similar orientation and footprint.   
The proposed PHX83 building will be connected to the existing onsite substation operated by 
Arizona Public Service (APS). 
The proposed PHX83 building will be serviced by EPCOR for water and sewer service and a 
separate clear water discharge line extension will be installed to connect to the City of El Mirage 
outfall. These 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.  No off-site 
construction is proposed for the PHX83 Project.

Memorandum 
 
 
 
 
 
Page 2 of 4 
 
Comments 
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.   
 
Operation Aspects: 
Similar to PHX80, PHX81 and PHX82, the PHX83 data center building will support the storage and 
operation of computer servers within five data halls.  The building will also include an administrative 
area that will be used by operations, maintenance and security staff.  The electrical and mechanical 
equipment surrounding the building will be used to provide space cooling, normal utility power and 
back-up emergency power.   
Multiple levels of security will secure the overall campus and the individual buildings all hours of the 
year, including a security fence around the perimeter of the site and a security gate at the primary 
site access.   
 
Proposed Building / Structure Height: 
The new PHX83 data center building will approximately 245,540 square-foot in total area and will 
be a single-story building.  The building will be up to 31 feet high with a 1,091 feet above mean sea 
level finished floor elevation.  
The proposed data center building will be industrial in nature, consisting of slab-on-grade 
construction with concrete tilt-up exterior walls with exterior electrical and mechanical equipment 
located on-grade. 
The proposed data center building will add 78 parking spaces, including 4 handicap-accessible 
parking spaces.  The added parking is designed to accommodate at least 1 space per employee 
during the larges shift.  A Traffic Impact Study is provided to detail traffic generated by site 
operations.

Memorandum 
 
 
 
 
 
Page 3 of 4 
 
Comments 
PROPERTY STATS: 
Existing Zoning 
Employment / Industry 
Existing Use (PHX80-81-82) 
Warehouse / Data Center 
Proposed Use (PHX83) 
Warehouse / Data Center 
FEMA Flood Zone 
X 
Property Area 
150.52 Acres 
 
 
Existing Building Area (PHX80-81-82) 
769,622 SqFt 
Proposed Building Area (PHX83) 
245,539 SqFt 
TOTAL Building Area (PHX80-81-82-83) 
1,105,161 SqFt 
 
 
Existing Site Impervious Coverage 
2,761,857 SqFt (63.40 Acres) 
Proposed Site Impervious Coverage 
370,907 SqFt (8.51 Acres) 
TOTAL Site Impervious Coverage 
3,132,764 SqFt (71.91 Acres) 
Lot Coverage 
35.34% 
 
 
Existing Parking 
228 Stalls 
Proposed Parking 
78 Stalls 
  Including 3 ADA 
  Including 1 Van ADA 
TOTAL Parking 
306 Stalls 
. 
Proposed Phasing: 
The PHX83 data center site will be constructed in two phases.   
The first phase will consist of civil grading, excavation and existing utility extensions to the PHX83 
building site, including water, sewer, clear water discharge, telecommunication, electrical, and 
drainage infrastructure construction.  
The second phase of construction will focus on the construction of the PHX83 data center building, 
including foundations, building shell and interior build-out for the full building.  Certificate of 
Occupancy will be required in phases with approximately a 4-to-10 week gap between each 
subsequent Certificate of Occupancy request: 
• 
Data Hall 1 and the Administration Area 
• 
Data Hall 2 
• 
Data Hall 3 
• 
Data Hall 4 
• 
Data Hall 5

Memorandum 
 
 
 
 
 
Page 4 of 4 
 
Comments 
Additional Information - Noise Ordinance Compliance: 
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 6:00am 
to 10:00pm (outside the restricted code hours).   
Generator testing will be limited to periodic, short-duration tests, conducted during the daytime 
shift, with up to two PHX83 generators tested at any time.   
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 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 operation (with all generators off), 
operations at the facility will comply with the City of El Mirage guideline of 55 decibels (dB).   
 
Additional Information - Hazardous Liquid Storage: 
(21) diesel-fueled emergency generators will be installed as part of the PHX83 data center building.  
(20) generators will provide back-up power for the data halls.  (1) generator will provided back-up 
power for the administration area. 
All generators will be 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 data hall generator will 
include an approximately 10,000-gallon capacity above ground diesel storage tank and the 
administration area generator will include an approximately 3,000-gallon capacity above ground 
diesel storage tank.

DYSART ROAD
OLIVE AVENUE
DYSART ROAD
DYSART ROAD
DYSART ROAD
DYSART ROAD
OLIVE AVENUE
OLIVE AVENUE
OLIVE AVENUE
OLIVE AVENUE
OLIVE AVENUE
ALICE
AVENUE
FUTURE BUTLER DRIVE
KEEP CLEAR
SLOW
ENTRY
EXIT
KEEP CLEAR
SLOW
KEEP CLEAR
KEEP CLEAR
SLOW
STOP
STOP
SLOW
VISITOR
EMPLOYEE
STOP
EXIT
SLOW
KEEP CLEAR
KEEP CLEAR
KEEP CLEAR
STOP
SLOW
EXIT
SLOW
ENTRY
STOP
KEEP CLEAR
KEEP CLEAR
STOP
SLOW
EXIT
SLOW
ENTRY
STOP
PHX82
FFE = 1091'
FIRE
PROTECTION
TANK
FIRE PUMP HOUSE
T/PE 1080.50
PHX81
FFE = 1091.80'
PHX80
FFE = 1091'
1080'
1080'
1080'
1080'
1078'
1078'
1078'
1078'
1079'
1079'
1079'
1079'
1080'
1080'
1080'
1080'
1078'
1078'
1078'
1078'
1079'
1079'
1079'
1079'
1081'
1081'
1081'
1081'
1080'
1080'
1080'
1080'
1082'
1082'
1082'
1082'
1082'
1082'
1079'
1079'
1079'
1079'
1081'
1081'
1081'
1081'
1083'
1083'
1083'
1082'
1082'
1082'
1082'
1082'
1080'
1080'
1080'
1080'
1081'
1081'
1081'
1081'
1080'
1080'
1080'
1080'
1080'
1082'
1082'
1082'
1082'
1082'
1080'
1080'
1080'
1080'
1082'
1082'
1082'
1082'
1082'
1084'
1084'
1084'
1084'
1080'
F
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PHX83
FFE = 1091'
VAN
PHX 86
CLEAR WATER DISCHARGE
LIFT STATION
FUTURE RETENTION
BASIN
FUTURE RETENTION
BASIN
EXISTING TEMP
HYDROGEN PROJECT
EX. SATELLITE
ORBITAL
FUTURE BUTLER DRIVE
SUBSTATION
BUILDING
CMU
WALL
SEWER LIFT
STATION
LUKE AIR FORE
APZ-2
W OLIVE AVE
N DYSART RD
SUBSTATION
(BY OTHERS)
EX. PARKING LOT
(57 STALLS)
SITE FENCING
(TYP)
SITE FENCING
(TYP)
SECURITY GATES
AND BARRIER
STANCHIONS
SECONDARY
EMERGENCY
VEHICLE ENTRY
MAIN SITE ENTRY
EXISTING WELL
PROPERTY LINE
PROPERTY LINE
8' PUBLIC UTILITY EASEMENT
8' PUBLIC UTILITY EASEMENT
10' LANDSCAPE
BUFFER
10' BUILDING
SETBACK
10' BUILDING
SETBACK
10' LANDSCAPE
SETBACK
10' BUILDING
SETBACK
10' LANDSCAPE
BUFFER
40' ROW
DEDICATION
60' ROW
49.5' ROW
59.5' ROW
65' ROW
65' ROW
FIRE
WATER
DOMESTIC
WATER
SANITARY
SEWER
PARKING LOT
(78 STALLS)
LOADING DOCK
30' WIDE ROAD (TYP)
ELECTRICAL
LIGHT POLE (TYP)
9'x18' STALLS (TYP)
STORM DRAIN
EX. PARKING LOT
(53 STALLS)
575.34'
556.8'
316.63'
FIRE WATER STORAGE TANK AND
PUMP HOUSE
EX. PARKING LOT
(59 STALLS)
CLEAR WATER
DISCHARGE
SHEET NAME
ISSUED FOR:
DATE
REV
CLIENT/OWNER
MICROSOFT
CORPORATION
PROJECT NAME
PHX83
STAMP
PROJECT ADDRESS
EL MIRAGE, AZ
SHEET NUMBER
REVISIONS
CONFIDENTIAL
NORTH ARROW
SCALE
33°33'55.5"N 112°20'28.5"W
LAT/LONG
SITE PLAN
EXHIBIT
C-C-001
SITE DATA TABLE
09/12/2024
0
SITE DEVELOPMENT PLAN FINAL
09/12/2024
SITE PLAN NOTE:
SITE POND TABLE

SLOW
EXIT
KEEP CLEAR
KEEP CLEAR
SLOW
STOP
STOP
SLOW
VISITOR
EMPLOYEE
STOP
EXIT
SLOW
KEEP CLEAR
KEEP CLEAR
KEEP CLEAR
STOP
SLOW
EXIT
SLOW
ENTRY
STOP
KEEP CLEAR
KEEP CLEAR
STOP
SLOW
EXIT
SLOW
ENTRY
STOP
PHX82
FFE = 1091'
PHX81
FFE =
1091.80'
PHX80
FFE = 1091'
F
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PHX83
FFE = 1091'
VAN
EXISTING TEMP
HYDROGEN PROJECT
EX. SATELLITE
ORBITAL
EX. PARKING LOT
(57 STALLS)
FIRE
WATER
DOMESTIC
WATER
SANITARY
SEWER
PARKING LOT
(78 STALLS)
LOADING DOCK
30' WIDE ROAD (TYP)
ELECTRICAL
LIGHT POLE (TYP)
9'x18' STALLS (TYP)
STORM DRAIN
EX. PARKING LOT
(53 STALLS)
FIRE WATER STORAGE TANK AND PUMP HOUSE
EX. PARKING LOT
(59 STALLS)
CLEAR WATER DISCHARGE
SHEET NAME
ISSUED FOR:
DATE
REV
CLIENT/OWNER
MICROSOFT
CORPORATION
PROJECT NAME
PHX83
STAMP
PROJECT ADDRESS
EL MIRAGE, AZ
SHEET NUMBER
REVISIONS
CONFIDENTIAL
NORTH ARROW
SCALE
33°33'55.5"N 112°20'28.5"W
LAT/LONG
SITE PLAN
EXHIBIT
C-C-002
09/12/2024
0
SITE DEVELOPMENT PLAN FINAL
09/12/2024

SITE MAP:
VICINITY MAP:
SHEET INDEX:
P H X 8 3    D A T A   C E N T E R
LANDSCAPE CONSTRUCTION DOCUMENTS
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
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
PHX83-L-A-00-0
COVER SHEET
PLANTING PLAN
PLANTING DETAILS
IRRIGATION PLAN
IRRIGATION DETAILS
L-A-00-0
L-B-01-0
L-C-02-0
L-D-03-0
L-E-04-0 - 05-0
01
02
03
04
05-06
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
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
L-B-01-0
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.
Sheet Title/Number
Development Manager
Quality Control Reviewer
Quality Control FF&E
MS Project No.
A/E Project No.
CUSTOMER
PROJECT MANAGEMENT
Approvals
OPERATIONS
Checked
Design
Drawn
Design Team
Key Plan
Registration
Date
Date
Date
MICROSOFT CONFIDENTIAL
DATA CENTER
Revisions
No.
Date
Description
235710474
CONFIDENTIAL - DO NOT DISCLOSE.  This
document is exempt from public disclosure under the
Public Disclosure Act and Uniform Trade Secrets Act.
SPENCER HUMPHREY
STEPHEN FELLIN, CHRIS CALLISON
SPENCER HUMPHREY
P.20640
12901 W. OLIVE AVENUE
EL MIRAGE, AZ 85338
PHX 83
Senior Project Manager
Microsoft Mechanical Engineer
Microsoft Cable Engineer
Microsoft Electrical Engineer
Engineering Manager
Security Manager
Project Planner
Project Manager
CSA
SAMANTHA BISCOTTINI
SABRINA SHI
ADAM MCKNIGHT / KRISH NADKESHWA r
CHAD MENDELL
LEO TRAN
CHAD MENDELL
ADAM MCKNIGHT
09.12.2024
SPA - FINAL
ALEX CARDIASMENOS
CODY CLIFTON
JOSH CALMAN / DAVID SWANSON / LISA GALLANT
ARCH, STRUC & MEP
Engineer
233 S Wacker Drive, Ste 5300
Chicago, IL 60606
Tel 312.372.1200
Civil Engineer
11235 SE 6th Street, Ste.150
Bellevue, WA 98004
Telecom Engineer
4700 SE International Way
Milwaukie, Oregon 97222
Security Designer
Seattle, WA 98104
600 1St Avenue
Ste 102 PMB 2087
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Prosopis velutina
Native Mesquite
10
24" box
-
P L A N T   M A T E R I A L S   L E G E N D
Plant Name
Trees
Sym.
Remarks
Qty
Size
Olney tesota
Ironwood
5
24" box
-
Asclepias subulata
Desert Milkweed
17
1 gal.
-
Fouquieria splendens
Ocotillo
9
bare root
-
Carnegiea gigantea
Saguaro
6
8' min.
-
Agave parryi
Parry's Agave
44
5 gal.
-
Euphorbia antisyphilitica
Candelilla
15
5 gal.
-
Hesperaloe parviflora-red
Red Hesperaloe
12
5 gal.
-
Yucca elata
Soaptree Yucca
4
5 gal.
-
Yucca baccata
Banana Yucca
2
5 gal.
-
Opuntia violacea santa-rita
Purple Prickly Pear
4
5 gal.
-
Opuntia engelmannii
Engelmann's Prickly Pear
1
5 gal.
-
Opuntia basilaris
Beavertail Prickly Pear
3
5 gal.
-
Justicia californica
Chuparosa
4
5 gal.
-
Encelia farinosa
Brittlebush
10
5 gal.
-
Ericameria laricifolia
Turpentine Bush
49
5 gal.
-
Groundcovers
Baileya multiradiata
Desert Marigold
71
1 gal.
-
Chrysactinia mexicana
Damianita
36
1 gal.
-
Viguiera deltoidea
Goldeneye
31
1 gal.
-
Sphaeralcea ambigua
Globe Mallow
32
1 gal.
-
Simmondsia chinensis
Jojoba
3
5 gal.
-
Salvia clevelandii
Chaparral Sage
6
5 gal.
-
Leucophyllum laevigatum
Chihuahuan Sage
4
5 gal.
-
Larrea tridentata
Creosote
4
5 gal.
-
Leucophyllum frutescens 'Green Cloud'
Green Cloud Sage
4
5 gal.
-
Chilopsis linearis 'Bubba'
Bubba Desert Willow
9
24" box
-
Pachycereus schotti f. monstrosus
Totem Pole Cactus
4
1 Gal.
-
Echinocactus grusonii
Golden Barrel Cactus
10
5 gal.
-
Justicia californica 'Yellow'
Yellow Chuparosa
3
5 gal.
-
Cacti
24 box,  6.0'-7.0' High, 3.0'-4.0' Wide, 1.0-1.5 Caliper
24 box,  4.0'-6.0' High, 2.5'-3.5' Wide
Agave x 'Blue Glow'
Blue Glow Agave
21
5 gal.
-
Shrubs
Parkinsonia microphylla
Foothills Palo Verde
10
24" box
-
24 box,  3.0'-5.0' High, 3.0'-4.0' Wide, .75-1.25 Caliper
Euphorbia resinifera
Moroccan Mound
4
15 gal.
-
Stenocereus marginatus
Mexican Fence Post
11
5' min.
-
24 box,  5.0'-7.0' High, 3.0'-4.0' Wide, 1.0-1.5 Caliper
I N E R T S
Description
Sym.
1
2" SCREENED 'SANDY CORAL' CRUSHED
ROCK FROM PIONEER. ALL DISTURBED
AREAS TO RECIEVE 2" DEPTH MINIMUM.
4" SCREENED 'SANDY CORAL' RIP-RAP
FROM PIONEER. RETENTION AREAS TO
RECEIVE 8" DEPTH MINIMUM. SPILLWAYS
TO RECEIVE 12" DEPTH MINIMUM. SEE
CIVIL FOR DETAILS.
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.
N O T E S :
0'
Scale:
60'
40'
20'
1" = 20'-0"
PLAN
PLANTING
PHX83-L-B-01-0
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
PHX83
L-B-01-0
FIRE HYDRANT AND FIRE DEPARTMENT
CONNECTION LOCATION. MAINTAIN A REQUIRED
SEVEN (7) FOOT CLEARANCE AROUND FROM
LANDSCAPE MATERIALS EXCEEDING SIX (6) INCHES
IN HEIGHT WHEN MATURE. IF UTILITIES MOVE,
CONTRACTOR TO COORDINATE AND VERIFY
PLANT LOCATIONS WITH LANDSCAPE ARCHITECT,
WHILE MAINTAINING CLEARANCE.
FIRE HYDRANT AND FIRE DEPARTMENT
CONNECTION LOCATION. MAINTAIN A
REQUIRED SEVEN (7) FOOT CLEARANCE
AROUND FROM LANDSCAPE MATERIALS
EXCEEDING SIX (6) INCHES IN HEIGHT WHEN
MATURE. IF UTILITIES MOVE, CONTRACTOR
TO COORDINATE AND VERIFY PLANT
LOCATIONS WITH LANDSCAPE ARCHITECT,
WHILE MAINTAINING CLEARANCE.
LIMIT OF WORK
Sheet Title/Number
Development Manager
Quality Control Reviewer
Quality Control FF&E
MS Project No.
A/E Project No.
CUSTOMER
PROJECT MANAGEMENT
Approvals
OPERATIONS
Checked
Design
Drawn
Design Team
Key Plan
Registration
Date
Date
Date
MICROSOFT CONFIDENTIAL
DATA CENTER
Revisions
No.
Date
Description
235710474
CONFIDENTIAL - DO NOT DISCLOSE.  This
document is exempt from public disclosure under the
Public Disclosure Act and Uniform Trade Secrets Act.
SPENCER HUMPHREY
STEPHEN FELLIN, CHRIS CALLISON
SPENCER HUMPHREY
P.20640
12901 W. OLIVE AVENUE
EL MIRAGE, AZ 85338
PHX 83
Senior Project Manager
Microsoft Mechanical Engineer
Microsoft Cable Engineer
Microsoft Electrical Engineer
Engineering Manager
Security Manager
Project Planner
Project Manager
CSA
SAMANTHA BISCOTTINI
SABRINA SHI
ADAM MCKNIGHT / KRISH NADKESHWA r
CHAD MENDELL
LEO TRAN
CHAD MENDELL
ADAM MCKNIGHT
09.12.2024
SPA - FINAL
ALEX CARDIASMENOS
CODY CLIFTON
JOSH CALMAN / DAVID SWANSON / LISA GALLANT
ARCH, STRUC & MEP
Engineer
233 S Wacker Drive, Ste 5300
Chicago, IL 60606
Tel 312.372.1200
Civil Engineer
11235 SE 6th Street, Ste.150
Bellevue, WA 98004
Telecom Engineer
4700 SE International Way
Milwaukie, Oregon 97222
Security Designer
Seattle, WA 98104
600 1St Avenue
Ste 102 PMB 2087
y
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SCALE: NTS
KEY MAP
W OLIVE AVENUE
N DYSART RD

NOTE: POSITION STAKES TO
AVOID RUBBING  BRANCHES
AND PIERCING  ROOT BALL
(AS PER SPECIFICATIONS)
2W
EQ.
EQ.
6"
W = WIDTH
OF
ROOTBALL
ROOTBALL
NATIVE SOIL BACKFILL MIX
(AS PER SPECIFICATIONS)
FINISHED GRADE
UNDISTURBED SUBGRADE
STAKE MUST EXTEND A
MINIMUM OF 12" INTO
UNDISTURBED SUBGRADE
NOTE: SALVAGED TREES
SHALL BE PLANTED IN A
HOLE THE SIZE OF THE
ROOTBALL AND STAKING IS
NOT REQUIRED.
STAKING PROCEDURE:
1. INSTALL STAKES/LODGEPOLES
2. SECURE INTERIOR 12 GA. WIRE TO RUBBER HOSES
3. ATTACH RUBBER HOSES TO ALL TRUNKS
4. ALLOW FOR MOVEMENT AND GROWTH BETWEEN
RUBBER HOSE AND STAKE/LODGEPOLE.
5. STAKE MUST EXTEND A MIN. OF 12" INTO
UNDISTURBED SOIL.
6. POSITION STAKES TO AVOID RUBBING BRANCHES
AND PIERCING ROOTBALL.
LODGEPOLE SIZING CHART
15 GAL TO 24" BOX MATERIAL 
2 - 2"Ø x 10'-0" LODGEPOLE STAKES
36" BOX AND LARGER
3 - 3"Ø x 12'-0" LODGEPOLE STAKES
*NOTE: STAKES MAY BE TRIMMED AS NECESSARY
STANDARD TREE
15 G. TO 24"
STANDARD TREE
36" TO 48"
MULTI-TRUNKED TREE
1/2"  RUBBER HOSE
2 TIMES THE TRUNK
CALIPER
TREE TRUNK (TYP.)
LODGEPOLE
(SEE BELOW FOR
QUANTITIY AND SIZE)
18"-24"
18"-24"
18"-24"
2W
5'-0", MIN.
12"
W
8" DIA. BY 5'-0" DEEP
AUGER-DUG WELL FILLED
w/ 1-1/2" DIA. CRUSHED
ROCK
HARDPAN/CALICHE LAYER
ROOTBALL
NATIVE SOIL BACKFILL MIX
(AS PER SPECIFICATIONS)
FINISHED GRADE
SEE TREE PLANTING DETAIL
FOR STAKING
INFORMATION
2W
W
GRADE 2 TO 1
GRADE 5 TO 1
GRADE 5 TO 1
GRADE 2 TO 1
NOTE: POSITION STAKES TO
AVOID RUBBING  BRANCHES
AND PIERCING  ROOT BALL
(AS PER SPECIFICATIONS)
LODGEPOLE STAKES. SEE
TREE STAKING DIAGRAM
FOR LOCATION, SIZES &
QUANTITIES OF STAKES.
NOTE: TEMPORARY WATERING
WELL TO BE REMOVED AFTER
IRRIGATION INSTALLATION
AND ACTIVATION
UNDISTURBED SUBGRADE
1/2" DIA. RUBBER  HOSE.
2X TRUNK  CALIPER WITH
12 GA. WIRE
ROOTBALL
NOTE: TREE TO BE
SET PERPENDICULAR
TO HORIZON LINE
FINISHED GRADE
NATIVE SOIL BACKFILL MIX
(AS PER SPECIFICATIONS)
STAKE MUST EXTEND A
MINIMUM OF 12" INTO
UNDISTURBED SUBGRADE
2W or LIMITS
OF HARDSCAPE
W = WIDTH
OF
ROOTBALL
ROOTBALL
NATIVE SOIL BACKFILL MIX
(AS PER SPECIFICATIONS)
4" WIDTH OF 3
4" GRAVEL
UNDISTURBED SUBGRADE
SEE TREE PLANTING DETAIL
FOR STAKING INFORMATION
ADJACENT PAVING PER
PLAN
NDS ROOT BARRIER SHEET
MATERIAL. SEE MATERIALS
SCHEDULE OR SPECIFICATIONS.
ROOT BARRIER SHOULD BE FLUSH
WITH THE BOTTOM OF
EXCAVATED PLANT HOLE AND 3"
BELOW FINISHED GRADE.
4"
W
ROOTBALL
SHRUB
NATIVE SOIL BACKFILL MIX (AS
PER SPECIFICATIONS)
UNDISTURBED SUBGRADE
FINISHED GRADE
NOTE: W = WIDTH OF
ROOTBALL
WIDTH OF ROOTZONE
ROOTZONE
CACTUS
NATIVE SOIL BACKFILL MIX (AS
PER SPECIFICATIONS)
FINISHED GRADE
NOTE:
MAINTAIN ORIGINAL
ORIENTATION TO SUN
UNDISTURBED SUBGRADE
WIDTH OF
ROOTZONE
DEPTH OF
ROOTZONE
NOTE:
ONLY USE 1-
1
2 GAL. EMITTER ON SHRUB VALVE OR AS
NOTED ON IRRIGATION PLAN (FOR BOXED SPECIMENS).
ROOTZONE
NATIVE SOIL BACKFILL MIX
(AS PER SPECIFICATIONS)
FINISHED GRADE
OCOTILLO
1.5"
SIDEWALK
TOP OF
MATERIAL FOR FINE GRADE
GRADE EXISTING
SLOPE
4:1
1.5"
TOP OF CURB
MATERIAL FOR FINE GRADE
FINISH GRADE
GRADE EXISTING
SLOPE
4:1
EXISTING
NOTES:
1. DUST ALL WOUND AND ROOT CUTS WITH SOIL
SULPHUR.
2. CONTRACTOR TO USE ONLY SAGUAROS ORIENTED
WITH TRUE NORTH AND LOCATE IN HOLE WITH USE
OF COMPASS.
3. BRACING REQUIRED FOR SAGUAROS OVER 8'-10'.
4. BACKFILL TO BE NATIVE SOIL TREATED WITH SOIL
SULPHUR, HAND TAMPED FIRMLY INTO PLACE.
5. MIST WITH WATER FROM TOP DOWN ONCE A
MONTH IF PLANTED DURING HOT SEASON.
6. PLANT NO DEEPER THAN 15% OF TRUNK HEIGHT.
WIDTH OF
ROOTBALL
DEPTH OF
ROOTBALL
ROOTBALL
FINISHED GRADE TO SLOPE
AWAY FROM BASE OF
SAGUARO
UNDISTURBED SUBGRADE
NATIVE SOIL BACKFILL MIX (AS
PER SPECIFICATIONS)
PLANTING
PHX83-L-C-02-0
DETAILS
Scale:       
1
Tree Planting Detail
NTS
Scale:       
2
Tree Staking Diagram
NTS
Scale:       
3
Hard Pan Planting
NTS
Scale:       
4
Tree Planting on Slope Detail
NTS
Scale:       
5
Root Barrier Detail
NTS
Scale:       
6
Shrub Planting Detail
NTS
Scale:       
7
Cactus Planting Detail
NTS
Scale:       
8
Ocotillo Planting Detail
NTS
Scale:       
10 Incidental Grading
NTS
Scale:       
9
Saguaro Planting Detail
NTS
Sheet Title/Number
Development Manager
Quality Control Reviewer
Quality Control FF&E
MS Project No.
A/E Project No.
CUSTOMER
PROJECT MANAGEMENT
Approvals
OPERATIONS
Checked
Design
Drawn
Design Team
Key Plan
Registration
Date
Date
Date
MICROSOFT CONFIDENTIAL
DATA CENTER
Revisions
No.
Date
Description
235710474
CONFIDENTIAL - DO NOT DISCLOSE.  This
document is exempt from public disclosure under the
Public Disclosure Act and Uniform Trade Secrets Act.
SPENCER HUMPHREY
STEPHEN FELLIN, CHRIS CALLISON
SPENCER HUMPHREY
P.20640
12901 W. OLIVE AVENUE
EL MIRAGE, AZ 85338
PHX 83
Senior Project Manager
Microsoft Mechanical Engineer
Microsoft Cable Engineer
Microsoft Electrical Engineer
Engineering Manager
Security Manager
Project Planner
Project Manager
CSA
SAMANTHA BISCOTTINI
SABRINA SHI
ADAM MCKNIGHT / KRISH NADKESHWA r
CHAD MENDELL
LEO TRAN
CHAD MENDELL
ADAM MCKNIGHT
09.12.2024
SPA - FINAL
ALEX CARDIASMENOS
CODY CLIFTON
JOSH CALMAN / DAVID SWANSON / LISA GALLANT
ARCH, STRUC & MEP
Engineer
233 S Wacker Drive, Ste 5300
Chicago, IL 60606
Tel 312.372.1200
Civil Engineer
11235 SE 6th Street, Ste.150
Bellevue, WA 98004
Telecom Engineer
4700 SE International Way
Milwaukie, Oregon 97222
Security Designer
Seattle, WA 98104
600 1St Avenue
Ste 102 PMB 2087
y
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1.11
1.01
83.G
83.E
0.01
83.H
83.D
83.C
83.B
83.A
3.11
83.D.5
83.F
5.11
4.11
2.11
6' - 0"
18' - 6"
68' - 0"
14' - 10"
68' - 0"
18' - 6"
6' - 0"
199' - 10"
ADMIN.
COLO 1
COLO 2
COLO 3
COLO 4
COLO 5
243' - 0"
243' - 0"
243' - 0"
243' - 0"
240' - 0"
72' - 0"
1284' - 0"
MAIN ENTRY
TRUE
83.B
83.G
PLAN
1.01
2.01
3.01
4.01
5.01
5.11
0.01
Sheet Title/Number
Senior Project Manager
Development Manager
Quality Control Reviewer
Quality Control FF&E
MS Project No.
A/E 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
MICROSOFT CONFIDENTIAL
DATA CENTER
Revisions
No.
Date
Description
CONFIDENTIAL - DO NOT DISCLOSE.  This 
document is exempt from public disclosure under the 
Public Disclosure Act and Uniform Trade Secrets Act.
SAMANTHA BISCOTTINI
SABRINA SHI
ADAM MCKNIGHT / KRISH NADKESHWAR
CODY CLIFTON
CHAD MENDELL
LEO TRAN
CHAD MENDELL
Enter Full Name
Enter Full Name
ADAM MCKNIGHT 
Enter Full Name
ARCH, STRUC & MEP Engineer
233 S Wacker Drive, Ste 5300
Chicago, IL 60606
Tel 312.372.1200
Civil Engineer
11235 SE 6th Street, Ste.150
Bellevue, WA 98004
Telecom Engineer
4700 SE International Way
Milwaukie, Oregon 97222
Security Designer
600 1St Avenue
Ste 102 PMB 2087
Seattle, WA 98104
ALEX CARDIASMENOS
JOSH CALMAN / DAVID SWANSON / LISA GALLANT
P.20640 
235710474
9/11/2024 1:43:00 PM
Autodesk Docs://PHX83/PHX83-ARCH-R22.rvt
PHX83-CBEA
OVERALL - FLOOR
PLAN
12901 West Olive Ave.
El Mirage, AZ 85335
PHX83
R. WEINMANN
B. ACKERMAN
J. CUCCI
SCALE: 1" = 40'-0"
1
OVERALL - FLOOR PLAN
09.12.2024
SPA - FINAL

LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
0.01
5.11
1284' - 0"
ADMIN
COLO 1
COLO 2
COLO 3
COLO 4
COLO 5
8
2
3
4
5
9
2
3
9
LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
0.01
5.11
1284' - 0"
COLO 5
COLO 4
COLO 3
COLO 2
COLO 1
ADMIN
7
8
2
3
4
5
9
2
3
9
TRUE
83.B
83.G
PLAN
1.01
2.01
3.01
4.01
5.01
5.11
0.01
Sheet Title/Number
Senior Project Manager
Development Manager
Quality Control Reviewer
Quality Control FF&E
MS Project No.
A/E 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
MICROSOFT CONFIDENTIAL
DATA CENTER
Revisions
No.
Date
Description
CONFIDENTIAL - DO NOT DISCLOSE.  This 
document is exempt from public disclosure under the 
Public Disclosure Act and Uniform Trade Secrets Act.
SAMANTHA BISCOTTINI
SABRINA SHI
ADAM MCKNIGHT / KRISH NADKESHWAR
CODY CLIFTON
CHAD MENDELL
LEO TRAN
CHAD MENDELL
Enter Full Name
Enter Full Name
ADAM MCKNIGHT 
Enter Full Name
ARCH, STRUC & MEP Engineer
233 S Wacker Drive, Ste 5300
Chicago, IL 60606
Tel 312.372.1200
Civil Engineer
11235 SE 6th Street, Ste.150
Bellevue, WA 98004
Telecom Engineer
4700 SE International Way
Milwaukie, Oregon 97222
Security Designer
600 1St Avenue
Ste 102 PMB 2087
Seattle, WA 98104
ALEX CARDIASMENOS
JOSH CALMAN / DAVID SWANSON / LISA GALLANT
P.20640 
235710474
9/11/2024 1:43:09 PM
Autodesk Docs://PHX83/PHX83-ARCH-R22.rvt
PHX83-CBEB
OVERALL -
ELEVATIONS
12901 West Olive Ave.
El Mirage, AZ 85335
PHX83
R. WEINMANN
B. ACKERMAN
J. CUCCI
SCALE: 1" = 40'-0"
1
ELEVATION - SOUTH OVERALL
SCALE: 1" = 40'-0"
2
ELEVATION - NORTH OVERALL
NOTE:
BUILDING ELEVATIONS DO NOT INCLUDE EXTERIOR EQUIPMENT.
KEYED NOTE LEGEND:
1. 
ROOF SYSTEM (COLOR: TBD)
2. 
TILT-UP CONCRETE PANEL (COLOR: RAL 9003 - SIGNAL WHITE)
3. 
MECHANICAL LOUVERS (COLOR: RAL 9003 - SIGNAL WHITE)
4. 
ROOF/PLATFORM ACCESS LADDER
5. 
CANOPY (COLOR: RAL 9003 - SIGNAL WHITE)
6. 
STOREFRONT & GLASS (COLOR: CLEAR ANODIZED & GRAY)
7. 
PATIO (COLOR: RAL 9003 - SIGNAL WHITE)
8. 
ANTENNAS
9. 
MECHANICAL WALKWAY WALL PANEL (COLOR: KINGSPAN GRANITSTONE FINISH WITH SANDSTONE COLOR)
09.12.2024
SPA - FINAL

LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
1.11
1.10
1.09
1.08
1.07
1.06
1.05
1.01
1.02
1.03
1.04
2.01
240' - 0"
3' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
2
9
2
3
4
9
4
2
LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
1.11
1.10
1.09
1.08
1.07
1.06
1.05
1.01
1.02
1.03
1.04
2.01
240' - 0"
3' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
4
4
3
2
9
1
TRUE
83.B
83.G
PLAN
1
1.01
2.01
3.01
4.01
5.01
5.11
0.01
Sheet Title/Number
Senior Project Manager
Development Manager
Quality Control Reviewer
Quality Control FF&E
MS Project No.
A/E 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
MICROSOFT CONFIDENTIAL
DATA CENTER
Revisions
No.
Date
Description
CONFIDENTIAL - DO NOT DISCLOSE.  This 
document is exempt from public disclosure under the 
Public Disclosure Act and Uniform Trade Secrets Act.
SAMANTHA BISCOTTINI
SABRINA SHI
ADAM MCKNIGHT / KRISH NADKESHWAR
CODY CLIFTON
CHAD MENDELL
LEO TRAN
CHAD MENDELL
Enter Full Name
Enter Full Name
ADAM MCKNIGHT 
Enter Full Name
ARCH, STRUC & MEP Engineer
233 S Wacker Drive, Ste 5300
Chicago, IL 60606
Tel 312.372.1200
Civil Engineer
11235 SE 6th Street, Ste.150
Bellevue, WA 98004
Telecom Engineer
4700 SE International Way
Milwaukie, Oregon 97222
Security Designer
600 1St Avenue
Ste 102 PMB 2087
Seattle, WA 98104
ALEX CARDIASMENOS
JOSH CALMAN / DAVID SWANSON / LISA GALLANT
P.20640 
235710474
9/11/2024 1:43:16 PM
Autodesk Docs://PHX83/PHX83-ARCH-R22.rvt
PHX83-CBEB-1
COLO 1 - B/W
12901 West Olive Ave.
El Mirage, AZ 85335
PHX83
R. WEINMANN
B. ACKERMAN
J. CUCCI
SCALE: 1/8" = 1'-0"
1
ELEVATION - COLO 1 SOUTH - B/W
NOTE:
BUILDING ELEVATIONS DO NOT INCLUDE EXTERIOR EQUIPMENT.
KEYED NOTE LEGEND:
1. 
ROOF SYSTEM (COLOR: TBD)
2. 
TILT-UP CONCRETE PANEL (COLOR: RAL 9003 - SIGNAL WHITE)
3. 
MECHANICAL LOUVERS (COLOR: RAL 9003 - SIGNAL WHITE)
4. 
ROOF/PLATFORM ACCESS LADDER
5. 
CANOPY (COLOR: RAL 9003 - SIGNAL WHITE)
6. 
STOREFRONT & GLASS (COLOR: CLEAR ANODIZED & GRAY)
7. 
PATIO (COLOR: RAL 9003 - SIGNAL WHITE)
8. 
ANTENNAS
9. 
MECHANICAL WALKWAY WALL PANEL (COLOR: KINGSPAN GRANITSTONE FINISH WITH SANDSTONE COLOR)
SCALE: 1/8" = 1'-0"
2
ELEVATION - COLO 1 NORTH - B/W
09.12.2024
SPA - FINAL

LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
3.01
2.10
2.09
2.08
2.07
2.06
2.05
2.02
2.03
2.04
2.01
2.11
240' - 0"
3' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
2
9
2
3
LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
3.01
2.10
2.09
2.08
2.07
2.06
2.05
2.02
2.03
2.04
2.01
2.11
3' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
240' - 0"
2
9
2
3
2
TRUE
83.B
83.G
PLAN
2
1.01
2.01
3.01
4.01
5.01
5.11
0.01
Sheet Title/Number
Senior Project Manager
Development Manager
Quality Control Reviewer
Quality Control FF&E
MS Project No.
A/E 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
MICROSOFT CONFIDENTIAL
DATA CENTER
Revisions
No.
Date
Description
CONFIDENTIAL - DO NOT DISCLOSE.  This 
document is exempt from public disclosure under the 
Public Disclosure Act and Uniform Trade Secrets Act.
SAMANTHA BISCOTTINI
SABRINA SHI
ADAM MCKNIGHT / KRISH NADKESHWAR
CODY CLIFTON
CHAD MENDELL
LEO TRAN
CHAD MENDELL
Enter Full Name
Enter Full Name
ADAM MCKNIGHT 
Enter Full Name
ARCH, STRUC & MEP Engineer
233 S Wacker Drive, Ste 5300
Chicago, IL 60606
Tel 312.372.1200
Civil Engineer
11235 SE 6th Street, Ste.150
Bellevue, WA 98004
Telecom Engineer
4700 SE International Way
Milwaukie, Oregon 97222
Security Designer
600 1St Avenue
Ste 102 PMB 2087
Seattle, WA 98104
ALEX CARDIASMENOS
JOSH CALMAN / DAVID SWANSON / LISA GALLANT
P.20640 
235710474
9/11/2024 1:43:22 PM
Autodesk Docs://PHX83/PHX83-ARCH-R22.rvt
PHX83-CBEB-2
COLO 2 - B/W
12901 West Olive Ave.
El Mirage, AZ 85335
PHX83
R. WEINMANN
B. ACKERMAN
J. CUCCI
SCALE: 1/8" = 1'-0"
1
ELEVATION - COLO 2 SOUTH - B/W
SCALE: 1/8" = 1'-0"
2
ELEVATION - COLO 2 NORTH - B/W
NOTE:
BUILDING ELEVATIONS DO NOT INCLUDE EXTERIOR EQUIPMENT.
KEYED NOTE LEGEND:
1. 
ROOF SYSTEM (COLOR: TBD)
2. 
TILT-UP CONCRETE PANEL (COLOR: RAL 9003 - SIGNAL WHITE)
3. 
MECHANICAL LOUVERS (COLOR: RAL 9003 - SIGNAL WHITE)
4. 
ROOF/PLATFORM ACCESS LADDER
5. 
CANOPY (COLOR: RAL 9003 - SIGNAL WHITE)
6. 
STOREFRONT & GLASS (COLOR: CLEAR ANODIZED & GRAY)
7. 
PATIO (COLOR: RAL 9003 - SIGNAL WHITE)
8. 
ANTENNAS
9. 
MECHANICAL WALKWAY WALL PANEL (COLOR: KINGSPAN GRANITSTONE FINISH WITH SANDSTONE COLOR)
09.12.2024
SPA - FINAL

LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
3.01
3.02
3.03
3.04
3.05
3.06
3.07
3.08
3.09
3.10
3.11
4.01
2
3
9
2
240' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
3' - 0"
LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
3.01
3.02
3.03
3.04
3.05
3.06
3.07
3.08
3.09
3.10
3.11
4.01
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
3' - 0"
240' - 0"
2
3
2
9
3
TRUE
83.B
83.G
PLAN
3
1.01
2.01
3.01
4.01
5.01
5.11
0.01
Sheet Title/Number
Senior Project Manager
Development Manager
Quality Control Reviewer
Quality Control FF&E
MS Project No.
A/E 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
MICROSOFT CONFIDENTIAL
DATA CENTER
Revisions
No.
Date
Description
CONFIDENTIAL - DO NOT DISCLOSE.  This 
document is exempt from public disclosure under the 
Public Disclosure Act and Uniform Trade Secrets Act.
SAMANTHA BISCOTTINI
SABRINA SHI
ADAM MCKNIGHT / KRISH NADKESHWAR
CODY CLIFTON
CHAD MENDELL
LEO TRAN
CHAD MENDELL
Enter Full Name
Enter Full Name
ADAM MCKNIGHT 
Enter Full Name
ARCH, STRUC & MEP Engineer
233 S Wacker Drive, Ste 5300
Chicago, IL 60606
Tel 312.372.1200
Civil Engineer
11235 SE 6th Street, Ste.150
Bellevue, WA 98004
Telecom Engineer
4700 SE International Way
Milwaukie, Oregon 97222
Security Designer
600 1St Avenue
Ste 102 PMB 2087
Seattle, WA 98104
ALEX CARDIASMENOS
JOSH CALMAN / DAVID SWANSON / LISA GALLANT
P.20640 
235710474
9/11/2024 1:43:27 PM
Autodesk Docs://PHX83/PHX83-ARCH-R22.rvt
PHX83-CBEB-3
COLO 3 - B/W
12901 West Olive Ave.
El Mirage, AZ 85335
PHX83
R. WEINMANN
B. ACKERMAN
J. CUCCI
NOTE:
BUILDING ELEVATIONS DO NOT INCLUDE EXTERIOR EQUIPMENT.
KEYED NOTE LEGEND:
1. 
ROOF SYSTEM (COLOR: TBD)
2. 
TILT-UP CONCRETE PANEL (COLOR: RAL 9003 - SIGNAL WHITE)
3. 
MECHANICAL LOUVERS (COLOR: RAL 9003 - SIGNAL WHITE)
4. 
ROOF/PLATFORM ACCESS LADDER
5. 
CANOPY (COLOR: RAL 9003 - SIGNAL WHITE)
6. 
STOREFRONT & GLASS (COLOR: CLEAR ANODIZED & GRAY)
7. 
PATIO (COLOR: RAL 9003 - SIGNAL WHITE)
8. 
ANTENNAS
9. 
MECHANICAL WALKWAY WALL PANEL (COLOR: KINGSPAN GRANITSTONE FINISH WITH SANDSTONE COLOR)
SCALE: 1/8" = 1'-0"
1
ELEVATION - COLO 3 SOUTH - B/W
SCALE: 1/8" = 1'-0"
2
ELEVATION - COLO 3 NORTH - B/W
09.12.2024
SPA - FINAL

LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
4.10
4.09
4.08
4.07
4.06
4.05
4.02
4.03
4.04
4.01
5.01
4.11
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
3' - 0"
240' - 0"
2
9
2
3
LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
4.10
4.09
4.08
4.07
4.06
4.05
4.02
4.03
4.04
4.01
5.01
4.11
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
3' - 0"
240' - 0"
2
3
9
2
4
TRUE
83.B
83.G
PLAN
4
1.01
2.01
3.01
4.01
5.01
5.11
0.01
Sheet Title/Number
Senior Project Manager
Development Manager
Quality Control Reviewer
Quality Control FF&E
MS Project No.
A/E 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
MICROSOFT CONFIDENTIAL
DATA CENTER
Revisions
No.
Date
Description
CONFIDENTIAL - DO NOT DISCLOSE.  This 
document is exempt from public disclosure under the 
Public Disclosure Act and Uniform Trade Secrets Act.
SAMANTHA BISCOTTINI
SABRINA SHI
ADAM MCKNIGHT / KRISH NADKESHWAR
CODY CLIFTON
CHAD MENDELL
LEO TRAN
CHAD MENDELL
Enter Full Name
Enter Full Name
ADAM MCKNIGHT 
Enter Full Name
ARCH, STRUC & MEP Engineer
233 S Wacker Drive, Ste 5300
Chicago, IL 60606
Tel 312.372.1200
Civil Engineer
11235 SE 6th Street, Ste.150
Bellevue, WA 98004
Telecom Engineer
4700 SE International Way
Milwaukie, Oregon 97222
Security Designer
600 1St Avenue
Ste 102 PMB 2087
Seattle, WA 98104
ALEX CARDIASMENOS
JOSH CALMAN / DAVID SWANSON / LISA GALLANT
P.20640 
235710474
9/11/2024 1:43:31 PM
Autodesk Docs://PHX83/PHX83-ARCH-R22.rvt
PHX83-CBEB-4
COLO 4 - B/W
12901 West Olive Ave.
El Mirage, AZ 85335
PHX83
R. WEINMANN
B. ACKERMAN
J. CUCCI
NOTE:
BUILDING ELEVATIONS DO NOT INCLUDE EXTERIOR EQUIPMENT.
KEYED NOTE LEGEND:
1. 
ROOF SYSTEM (COLOR: TBD)
2. 
TILT-UP CONCRETE PANEL (COLOR: RAL 9003 - SIGNAL WHITE)
3. 
MECHANICAL LOUVERS (COLOR: RAL 9003 - SIGNAL WHITE)
4. 
ROOF/PLATFORM ACCESS LADDER
5. 
CANOPY (COLOR: RAL 9003 - SIGNAL WHITE)
6. 
STOREFRONT & GLASS (COLOR: CLEAR ANODIZED & GRAY)
7. 
PATIO (COLOR: RAL 9003 - SIGNAL WHITE)
8. 
ANTENNAS
9. 
MECHANICAL WALKWAY WALL PANEL (COLOR: KINGSPAN GRANITSTONE FINISH WITH SANDSTONE COLOR)
SCALE: 1/8" = 1'-0"
1
ELEVATION - COLO 4 SOUTH - B/W
SCALE: 1/8" = 1'-0"
2
ELEVATION - COLO 4 NORTH - B/W
09.12.2024
SPA - FINAL

LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
5.11
5.10
5.09
5.08
5.07
5.06
5.05
5.02
5.03
5.04
5.01
2
3
9
2
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
240' - 0"
LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
5.11
5.10
5.09
5.08
5.07
5.06
5.05
5.02
5.03
5.04
5.01
2
3
9
2
4
LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
83.G
83.E
83.H
83.D
83.C
83.B
83.A
83.D.5
83.F
18' - 0"
2
9
4
9
4
6' - 0"
18' - 6"
68' - 0"
7' - 5"
7' - 5"
68' - 0"
18' - 6"
6' - 0"
199' - 10"
BUILDING HEIGHT
29' - 1 1/2"
COLORED LETTER TO 
CORRESPOND WITH 
BUILDING NUMBER; 
REFER TO SIGNAGE 
SPECIFICATION
2" RADIUS, TYP
1" TRIM COLOR TO MATCH 
COLOR OF LETTER
MOUNTING SCREW SET IN 
SEALANT, TYP; CONFIRM 
ATTACHMENT METHOD WITH 
TILT-UP CONCRETE MFR 
RECOMMENDATIONS
3' - 4"
3' - 4"
3' - 0"
83
2' - 0"
LOCATION:
• SEE DRAWING ELEVATION FOR LOCATIONS
5
TRUE
83.B
83.G
PLAN
5
1.01
2.01
3.01
4.01
5.01
5.11
0.01
Sheet Title/Number
Senior Project Manager
Development Manager
Quality Control Reviewer
Quality Control FF&E
MS Project No.
A/E 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
MICROSOFT CONFIDENTIAL
DATA CENTER
Revisions
No.
Date
Description
CONFIDENTIAL - DO NOT DISCLOSE.  This 
document is exempt from public disclosure under the 
Public Disclosure Act and Uniform Trade Secrets Act.
SAMANTHA BISCOTTINI
SABRINA SHI
ADAM MCKNIGHT / KRISH NADKESHWAR
CODY CLIFTON
CHAD MENDELL
LEO TRAN
CHAD MENDELL
Enter Full Name
Enter Full Name
ADAM MCKNIGHT 
Enter Full Name
ARCH, STRUC & MEP Engineer
233 S Wacker Drive, Ste 5300
Chicago, IL 60606
Tel 312.372.1200
Civil Engineer
11235 SE 6th Street, Ste.150
Bellevue, WA 98004
Telecom Engineer
4700 SE International Way
Milwaukie, Oregon 97222
Security Designer
600 1St Avenue
Ste 102 PMB 2087
Seattle, WA 98104
ALEX CARDIASMENOS
JOSH CALMAN / DAVID SWANSON / LISA GALLANT
P.20640 
235710474
9/11/2024 1:43:37 PM
Autodesk Docs://PHX83/PHX83-ARCH-R22.rvt
PHX83-CBEB-5
COLO 5 - B/W
12901 West Olive Ave.
El Mirage, AZ 85335
PHX83
R. WEINMANN
B. ACKERMAN
J. CUCCI
SCALE: 1/8" = 1'-0"
1
ELEVATION - COLO 5 SOUTH - B/W
SCALE: 1/8" = 1'-0"
2
ELEVATION - COLO 5 NORTH - B/W
NOTE:
BUILDING ELEVATIONS DO NOT INCLUDE EXTERIOR EQUIPMENT.
KEYED NOTE LEGEND:
1. 
ROOF SYSTEM (COLOR: TBD)
2. 
TILT-UP CONCRETE PANEL (COLOR: RAL 9003 - SIGNAL WHITE)
3. 
MECHANICAL LOUVERS (COLOR: RAL 9003 - SIGNAL WHITE)
4. 
ROOF/PLATFORM ACCESS LADDER
5. 
CANOPY (COLOR: RAL 9003 - SIGNAL WHITE)
6. 
STOREFRONT & GLASS (COLOR: CLEAR ANODIZED & GRAY)
7. 
PATIO (COLOR: RAL 9003 - SIGNAL WHITE)
8. 
ANTENNAS
9. 
MECHANICAL WALKWAY WALL PANEL (COLOR: KINGSPAN GRANITSTONE FINISH WITH SANDSTONE COLOR)
SCALE: 1/8" = 1'-0"
3
ELEVATION - COLO 5 END WALL - B/W
SCALE: 3/4" = 1'-0"
4
BUILDING IDENTIFICATION SIGN
09.12.2024
SPA - FINAL

LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
1.01
0.03
0.02
0.01
72' - 0"
24' - 0"
24' - 0"
24' - 0"
6
5
8
2
8
LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
1.01
0.03
0.02
0.01
5
8
24' - 0"
24' - 0"
24' - 0"
72' - 0"
2
19' - 0"
LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
83.G
83.E
83.H
83.D
83.C
83.B
83.A
83.D.5
83.F
14' - 0"
6' - 0"
18' - 6"
68' - 0"
7' - 5"
7' - 5"
68' - 0"
18' - 6"
6' - 0"
199' - 10"
2
5
8
6
5
6
8
7
5
BUILDING HEIGHT
29' - 1 1/2"
A
TRUE
83.B
83.G
PLAN
A
1.01
2.01
3.01
4.01
5.01
5.11
0.01
Sheet Title/Number
Senior Project Manager
Development Manager
Quality Control Reviewer
Quality Control FF&E
MS Project No.
A/E 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
MICROSOFT CONFIDENTIAL
DATA CENTER
Revisions
No.
Date
Description
CONFIDENTIAL - DO NOT DISCLOSE.  This 
document is exempt from public disclosure under the 
Public Disclosure Act and Uniform Trade Secrets Act.
SAMANTHA BISCOTTINI
SABRINA SHI
ADAM MCKNIGHT / KRISH NADKESHWAR
CODY CLIFTON
CHAD MENDELL
LEO TRAN
CHAD MENDELL
Enter Full Name
Enter Full Name
ADAM MCKNIGHT 
Enter Full Name
ARCH, STRUC & MEP Engineer
233 S Wacker Drive, Ste 5300
Chicago, IL 60606
Tel 312.372.1200
Civil Engineer
11235 SE 6th Street, Ste.150
Bellevue, WA 98004
Telecom Engineer
4700 SE International Way
Milwaukie, Oregon 97222
Security Designer
600 1St Avenue
Ste 102 PMB 2087
Seattle, WA 98104
ALEX CARDIASMENOS
JOSH CALMAN / DAVID SWANSON / LISA GALLANT
P.20640 
235710474
9/11/2024 1:43:42 PM
Autodesk Docs://PHX83/PHX83-ARCH-R22.rvt
PHX83-CBEB-A
ADMIN - B/W
12901 West Olive Ave.
El Mirage, AZ 85335
PHX83
R. WEINMANN
B. ACKERMAN
J. CUCCI
SCALE: 1/8" = 1'-0"
1
ELEVATION - ADMIN NORTH - B/W
SCALE: 1/8" = 1'-0"
2
ELEVATION - ADMIN SOUTH - B/W
NOTE:
BUILDING ELEVATIONS DO NOT INCLUDE EXTERIOR EQUIPMENT.
KEYED NOTE LEGEND:
1. 
ROOF SYSTEM (COLOR: TBD)
2. 
TILT-UP CONCRETE PANEL (COLOR: RAL 9003 - SIGNAL WHITE)
3. 
MECHANICAL LOUVERS (COLOR: RAL 9003 - SIGNAL WHITE)
4. 
ROOF/PLATFORM ACCESS LADDER
5. 
CANOPY (COLOR: RAL 9003 - SIGNAL WHITE)
6. 
STOREFRONT & GLASS (COLOR: CLEAR ANODIZED & GRAY)
7. 
PATIO (COLOR: RAL 9003 - SIGNAL WHITE)
8. 
ANTENNAS
9. 
MECHANICAL WALKWAY WALL PANEL (COLOR: KINGSPAN GRANITSTONE FINISH WITH SANDSTONE COLOR)
SCALE: 1/8" = 1'-0"
3
ELEVATION - ADMIN END WALL - B/W
09.12.2024
SPA - FINAL

LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
0.01
5.11
1284' - 0"
ADMIN
COLO 1
COLO 2
COLO 3
COLO 4
COLO 5
8
2
3
4
5
9
2
3
9
LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
0.01
5.11
1284' - 0"
COLO 5
COLO 4
COLO 3
COLO 2
COLO 1
ADMIN
7
8
2
3
4
5
9
2
3
9
TRUE
83.B
83.G
PLAN
1.01
2.01
3.01
4.01
5.01
5.11
0.01
Sheet Title/Number
Senior Project Manager
Development Manager
Quality Control Reviewer
Quality Control FF&E
MS Project No.
A/E 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
MICROSOFT CONFIDENTIAL
DATA CENTER
Revisions
No.
Date
Description
CONFIDENTIAL - DO NOT DISCLOSE.  This 
document is exempt from public disclosure under the 
Public Disclosure Act and Uniform Trade Secrets Act.
SAMANTHA BISCOTTINI
SABRINA SHI
ADAM MCKNIGHT / KRISH NADKESHWAR
CODY CLIFTON
CHAD MENDELL
LEO TRAN
CHAD MENDELL
Enter Full Name
Enter Full Name
ADAM MCKNIGHT 
Enter Full Name
ARCH, STRUC & MEP Engineer
233 S Wacker Drive, Ste 5300
Chicago, IL 60606
Tel 312.372.1200
Civil Engineer
11235 SE 6th Street, Ste.150
Bellevue, WA 98004
Telecom Engineer
4700 SE International Way
Milwaukie, Oregon 97222
Security Designer
600 1St Avenue
Ste 102 PMB 2087
Seattle, WA 98104
ALEX CARDIASMENOS
JOSH CALMAN / DAVID SWANSON / LISA GALLANT
P.20640 
235710474
9/11/2024 1:43:52 PM
Autodesk Docs://PHX83/PHX83-ARCH-R22.rvt
PHX83-CBEC
OVERALL -
ELEVATIONS
12901 West Olive Ave.
El Mirage, AZ 85335
PHX83
R. WEINMANN
B. ACKERMAN
J. CUCCI
NOTE:
BUILDING ELEVATIONS DO NOT INCLUDE EXTERIOR EQUIPMENT.
KEYED NOTE LEGEND:
1. 
ROOF SYSTEM (COLOR: TBD)
2. 
TILT-UP CONCRETE PANEL (COLOR: RAL 9003 - SIGNAL WHITE)
3. 
MECHANICAL LOUVERS (COLOR: RAL 9003 - SIGNAL WHITE)
4. 
ROOF/PLATFORM ACCESS LADDER
5. 
CANOPY (COLOR: RAL 9003 - SIGNAL WHITE)
6. 
STOREFRONT & GLASS (COLOR: CLEAR ANODIZED & GRAY)
7. 
PATIO (COLOR: RAL 9003 - SIGNAL WHITE)
8. 
ANTENNAS
9. 
MECHANICAL WALKWAY WALL PANEL (COLOR: KINGSPAN GRANITSTONE FINISH WITH SANDSTONE COLOR)
SCALE: 1" = 40'-0"
1
ELEVATION - SOUTH OVERALL - COLOR
SCALE: 1" = 40'-0"
2
ELEVATION - NORTH OVERALL - COLOR
09.12.2024
SPA - FINAL

LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
1.11
1.10
1.09
1.08
1.07
1.06
1.05
1.01
1.02
1.03
1.04
2.01
240' - 0"
3' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
2
9
2
3
4
9
4
2
LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
1.11
1.10
1.09
1.08
1.07
1.06
1.05
1.01
1.02
1.03
1.04
2.01
240' - 0"
3' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
4
4
3
2
9
1
TRUE
83.B
83.G
PLAN
1
1.01
2.01
3.01
4.01
5.01
5.11
0.01
Sheet Title/Number
Senior Project Manager
Development Manager
Quality Control Reviewer
Quality Control FF&E
MS Project No.
A/E 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
MICROSOFT CONFIDENTIAL
DATA CENTER
Revisions
No.
Date
Description
CONFIDENTIAL - DO NOT DISCLOSE.  This 
document is exempt from public disclosure under the 
Public Disclosure Act and Uniform Trade Secrets Act.
SAMANTHA BISCOTTINI
SABRINA SHI
ADAM MCKNIGHT / KRISH NADKESHWAR
CODY CLIFTON
CHAD MENDELL
LEO TRAN
CHAD MENDELL
Enter Full Name
Enter Full Name
ADAM MCKNIGHT 
Enter Full Name
ARCH, STRUC & MEP Engineer
233 S Wacker Drive, Ste 5300
Chicago, IL 60606
Tel 312.372.1200
Civil Engineer
11235 SE 6th Street, Ste.150
Bellevue, WA 98004
Telecom Engineer
4700 SE International Way
Milwaukie, Oregon 97222
Security Designer
600 1St Avenue
Ste 102 PMB 2087
Seattle, WA 98104
ALEX CARDIASMENOS
JOSH CALMAN / DAVID SWANSON / LISA GALLANT
P.20640 
235710474
9/11/2024 1:43:58 PM
Autodesk Docs://PHX83/PHX83-ARCH-R22.rvt
PHX83-CBEC-1
COLO 1 - COLOR
12901 West Olive Ave.
El Mirage, AZ 85335
PHX83
R. WEINMANN
B. ACKERMAN
J. CUCCI
NOTE:
BUILDING ELEVATIONS DO NOT INCLUDE EXTERIOR EQUIPMENT.
KEYED NOTE LEGEND:
1. 
ROOF SYSTEM (COLOR: TBD)
2. 
TILT-UP CONCRETE PANEL (COLOR: RAL 9003 - SIGNAL WHITE)
3. 
MECHANICAL LOUVERS (COLOR: RAL 9003 - SIGNAL WHITE)
4. 
ROOF/PLATFORM ACCESS LADDER
5. 
CANOPY (COLOR: RAL 9003 - SIGNAL WHITE)
6. 
STOREFRONT & GLASS (COLOR: CLEAR ANODIZED & GRAY)
7. 
PATIO (COLOR: RAL 9003 - SIGNAL WHITE)
8. 
ANTENNAS
9. 
MECHANICAL WALKWAY WALL PANEL (COLOR: KINGSPAN GRANITSTONE FINISH WITH SANDSTONE COLOR)
SCALE: 1/8" = 1'-0"
1
ELEVATION - COLO 1 SOUTH - COLOR
SCALE: 1/8" = 1'-0"
2
ELEVATION - COLO 1 NORTH - COLOR
09.12.2024
SPA - FINAL

LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
3.01
2.10
2.09
2.08
2.07
2.06
2.05
2.02
2.03
2.04
2.01
2.11
240' - 0"
3' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
2
9
2
3
LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
3.01
2.10
2.09
2.08
2.07
2.06
2.05
2.02
2.03
2.04
2.01
2.11
3' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
240' - 0"
2
9
2
3
2
TRUE
83.B
83.G
PLAN
2
1.01
2.01
3.01
4.01
5.01
5.11
0.01
Sheet Title/Number
Senior Project Manager
Development Manager
Quality Control Reviewer
Quality Control FF&E
MS Project No.
A/E 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
MICROSOFT CONFIDENTIAL
DATA CENTER
Revisions
No.
Date
Description
CONFIDENTIAL - DO NOT DISCLOSE.  This 
document is exempt from public disclosure under the 
Public Disclosure Act and Uniform Trade Secrets Act.
SAMANTHA BISCOTTINI
SABRINA SHI
ADAM MCKNIGHT / KRISH NADKESHWAR
CODY CLIFTON
CHAD MENDELL
LEO TRAN
CHAD MENDELL
Enter Full Name
Enter Full Name
ADAM MCKNIGHT 
Enter Full Name
ARCH, STRUC & MEP Engineer
233 S Wacker Drive, Ste 5300
Chicago, IL 60606
Tel 312.372.1200
Civil Engineer
11235 SE 6th Street, Ste.150
Bellevue, WA 98004
Telecom Engineer
4700 SE International Way
Milwaukie, Oregon 97222
Security Designer
600 1St Avenue
Ste 102 PMB 2087
Seattle, WA 98104
ALEX CARDIASMENOS
JOSH CALMAN / DAVID SWANSON / LISA GALLANT
P.20640 
235710474
9/11/2024 1:44:03 PM
Autodesk Docs://PHX83/PHX83-ARCH-R22.rvt
PHX83-CBEC-2
COLO 2 - COLOR
12901 West Olive Ave.
El Mirage, AZ 85335
PHX83
R. WEINMANN
B. ACKERMAN
J. CUCCI
NOTE:
BUILDING ELEVATIONS DO NOT INCLUDE EXTERIOR EQUIPMENT.
KEYED NOTE LEGEND:
1. 
ROOF SYSTEM (COLOR: TBD)
2. 
TILT-UP CONCRETE PANEL (COLOR: RAL 9003 - SIGNAL WHITE)
3. 
MECHANICAL LOUVERS (COLOR: RAL 9003 - SIGNAL WHITE)
4. 
ROOF/PLATFORM ACCESS LADDER
5. 
CANOPY (COLOR: RAL 9003 - SIGNAL WHITE)
6. 
STOREFRONT & GLASS (COLOR: CLEAR ANODIZED & GRAY)
7. 
PATIO (COLOR: RAL 9003 - SIGNAL WHITE)
8. 
ANTENNAS
9. 
MECHANICAL WALKWAY WALL PANEL (COLOR: KINGSPAN GRANITSTONE FINISH WITH SANDSTONE COLOR)
SCALE: 1/8" = 1'-0"
1
ELEVATION - COLO 2 SOUTH - COLOR
SCALE: 1/8" = 1'-0"
2
ELEVATION - COLO 2 NORTH - COLOR
09.12.2024
SPA - FINAL

LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
3.01
3.02
3.03
3.04
3.05
3.06
3.07
3.08
3.09
3.10
3.11
4.01
2
3
9
2
240' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
3' - 0"
LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
3.01
3.02
3.03
3.04
3.05
3.06
3.07
3.08
3.09
3.10
3.11
4.01
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
3' - 0"
240' - 0"
2
3
2
9
3
TRUE
83.B
83.G
PLAN
3
1.01
2.01
3.01
4.01
5.01
5.11
0.01
Sheet Title/Number
Senior Project Manager
Development Manager
Quality Control Reviewer
Quality Control FF&E
MS Project No.
A/E 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
MICROSOFT CONFIDENTIAL
DATA CENTER
Revisions
No.
Date
Description
CONFIDENTIAL - DO NOT DISCLOSE.  This 
document is exempt from public disclosure under the 
Public Disclosure Act and Uniform Trade Secrets Act.
SAMANTHA BISCOTTINI
SABRINA SHI
ADAM MCKNIGHT / KRISH NADKESHWAR
CODY CLIFTON
CHAD MENDELL
LEO TRAN
CHAD MENDELL
Enter Full Name
Enter Full Name
ADAM MCKNIGHT 
Enter Full Name
ARCH, STRUC & MEP Engineer
233 S Wacker Drive, Ste 5300
Chicago, IL 60606
Tel 312.372.1200
Civil Engineer
11235 SE 6th Street, Ste.150
Bellevue, WA 98004
Telecom Engineer
4700 SE International Way
Milwaukie, Oregon 97222
Security Designer
600 1St Avenue
Ste 102 PMB 2087
Seattle, WA 98104
ALEX CARDIASMENOS
JOSH CALMAN / DAVID SWANSON / LISA GALLANT
P.20640 
235710474
9/11/2024 1:44:08 PM
Autodesk Docs://PHX83/PHX83-ARCH-R22.rvt
PHX83-CBEC-3
COLO 3 - COLOR
12901 West Olive Ave.
El Mirage, AZ 85335
PHX83
R. WEINMANN
B. ACKERMAN
J. CUCCI
SCALE: 1/8" = 1'-0"
1
ELEVATION - COLO 3 SOUTH - COLOR
NOTE:
BUILDING ELEVATIONS DO NOT INCLUDE EXTERIOR EQUIPMENT.
KEYED NOTE LEGEND:
1. 
ROOF SYSTEM (COLOR: TBD)
2. 
TILT-UP CONCRETE PANEL (COLOR: RAL 9003 - SIGNAL WHITE)
3. 
MECHANICAL LOUVERS (COLOR: RAL 9003 - SIGNAL WHITE)
4. 
ROOF/PLATFORM ACCESS LADDER
5. 
CANOPY (COLOR: RAL 9003 - SIGNAL WHITE)
6. 
STOREFRONT & GLASS (COLOR: CLEAR ANODIZED & GRAY)
7. 
PATIO (COLOR: RAL 9003 - SIGNAL WHITE)
8. 
ANTENNAS
9. 
MECHANICAL WALKWAY WALL PANEL (COLOR: KINGSPAN GRANITSTONE FINISH WITH SANDSTONE COLOR)
SCALE: 1/8" = 1'-0"
2
ELEVATION - COLO 3 NORTH - COLOR
09.12.2024
SPA - FINAL

LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
4.10
4.09
4.08
4.07
4.06
4.05
4.02
4.03
4.04
4.01
5.01
4.11
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
3' - 0"
240' - 0"
2
9
2
3
LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
4.10
4.09
4.08
4.07
4.06
4.05
4.02
4.03
4.04
4.01
5.01
4.11
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
3' - 0"
240' - 0"
2
3
9
2
4
TRUE
83.B
83.G
PLAN
4
1.01
2.01
3.01
4.01
5.01
5.11
0.01
Sheet Title/Number
Senior Project Manager
Development Manager
Quality Control Reviewer
Quality Control FF&E
MS Project No.
A/E 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
MICROSOFT CONFIDENTIAL
DATA CENTER
Revisions
No.
Date
Description
CONFIDENTIAL - DO NOT DISCLOSE.  This 
document is exempt from public disclosure under the 
Public Disclosure Act and Uniform Trade Secrets Act.
SAMANTHA BISCOTTINI
SABRINA SHI
ADAM MCKNIGHT / KRISH NADKESHWAR
CODY CLIFTON
CHAD MENDELL
LEO TRAN
CHAD MENDELL
Enter Full Name
Enter Full Name
ADAM MCKNIGHT 
Enter Full Name
ARCH, STRUC & MEP Engineer
233 S Wacker Drive, Ste 5300
Chicago, IL 60606
Tel 312.372.1200
Civil Engineer
11235 SE 6th Street, Ste.150
Bellevue, WA 98004
Telecom Engineer
4700 SE International Way
Milwaukie, Oregon 97222
Security Designer
600 1St Avenue
Ste 102 PMB 2087
Seattle, WA 98104
ALEX CARDIASMENOS
JOSH CALMAN / DAVID SWANSON / LISA GALLANT
P.20640 
235710474
9/11/2024 1:44:12 PM
Autodesk Docs://PHX83/PHX83-ARCH-R22.rvt
PHX83-CBEC-4
COLO 4 - COLOR
12901 West Olive Ave.
El Mirage, AZ 85335
PHX83
R. WEINMANN
B. ACKERMAN
J. CUCCI
SCALE: 1/8" = 1'-0"
1
ELEVATION - COLO 4 SOUTH - COLOR
SCALE: 1/8" = 1'-0"
2
ELEVATION - COLO 4 NORTH - COLOR
NOTE:
BUILDING ELEVATIONS DO NOT INCLUDE EXTERIOR EQUIPMENT.
KEYED NOTE LEGEND:
1. 
ROOF SYSTEM (COLOR: TBD)
2. 
TILT-UP CONCRETE PANEL (COLOR: RAL 9003 - SIGNAL WHITE)
3. 
MECHANICAL LOUVERS (COLOR: RAL 9003 - SIGNAL WHITE)
4. 
ROOF/PLATFORM ACCESS LADDER
5. 
CANOPY (COLOR: RAL 9003 - SIGNAL WHITE)
6. 
STOREFRONT & GLASS (COLOR: CLEAR ANODIZED & GRAY)
7. 
PATIO (COLOR: RAL 9003 - SIGNAL WHITE)
8. 
ANTENNAS
9. 
MECHANICAL WALKWAY WALL PANEL (COLOR: KINGSPAN GRANITSTONE FINISH WITH SANDSTONE COLOR)
09.12.2024
SPA - FINAL

LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
83.G
83.E
83.H
83.D
83.C
83.B
83.A
83.D.5
83.F
18' - 0"
2
9
4
9
4
6' - 0"
18' - 6"
68' - 0"
7' - 5"
7' - 5"
68' - 0"
18' - 6"
6' - 0"
199' - 10"
BUILDING HEIGHT
29' - 1 1/2"
LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
5.11
5.10
5.09
5.08
5.07
5.06
5.05
5.02
5.03
5.04
5.01
2
3
9
2
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
240' - 0"
LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
5.11
5.10
5.09
5.08
5.07
5.06
5.05
5.02
5.03
5.04
5.01
2
3
9
2
4
5
TRUE
83.B
83.G
PLAN
5
1.01
2.01
3.01
4.01
5.01
5.11
0.01
Sheet Title/Number
Senior Project Manager
Development Manager
Quality Control Reviewer
Quality Control FF&E
MS Project No.
A/E 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
MICROSOFT CONFIDENTIAL
DATA CENTER
Revisions
No.
Date
Description
CONFIDENTIAL - DO NOT DISCLOSE.  This 
document is exempt from public disclosure under the 
Public Disclosure Act and Uniform Trade Secrets Act.
SAMANTHA BISCOTTINI
SABRINA SHI
ADAM MCKNIGHT / KRISH NADKESHWAR
CODY CLIFTON
CHAD MENDELL
LEO TRAN
CHAD MENDELL
Enter Full Name
Enter Full Name
ADAM MCKNIGHT 
Enter Full Name
ARCH, STRUC & MEP Engineer
233 S Wacker Drive, Ste 5300
Chicago, IL 60606
Tel 312.372.1200
Civil Engineer
11235 SE 6th Street, Ste.150
Bellevue, WA 98004
Telecom Engineer
4700 SE International Way
Milwaukie, Oregon 97222
Security Designer
600 1St Avenue
Ste 102 PMB 2087
Seattle, WA 98104
ALEX CARDIASMENOS
JOSH CALMAN / DAVID SWANSON / LISA GALLANT
P.20640 
235710474
9/11/2024 1:44:18 PM
Autodesk Docs://PHX83/PHX83-ARCH-R22.rvt
PHX83-CBEC-5
COLO 5 - COLOR
12901 West Olive Ave.
El Mirage, AZ 85335
PHX83
R. WEINMANN
B. ACKERMAN
J. CUCCI
NOTE:
BUILDING ELEVATIONS DO NOT INCLUDE EXTERIOR EQUIPMENT.
KEYED NOTE LEGEND:
1. 
ROOF SYSTEM (COLOR: TBD)
2. 
TILT-UP CONCRETE PANEL (COLOR: RAL 9003 - SIGNAL WHITE)
3. 
MECHANICAL LOUVERS (COLOR: RAL 9003 - SIGNAL WHITE)
4. 
ROOF/PLATFORM ACCESS LADDER
5. 
CANOPY (COLOR: RAL 9003 - SIGNAL WHITE)
6. 
STOREFRONT & GLASS (COLOR: CLEAR ANODIZED & GRAY)
7. 
PATIO (COLOR: RAL 9003 - SIGNAL WHITE)
8. 
ANTENNAS
9. 
MECHANICAL WALKWAY WALL PANEL (COLOR: KINGSPAN GRANITSTONE FINISH WITH SANDSTONE COLOR)
SCALE: 1/8" = 1'-0"
1
ELEVATION - COLO 5 END WALL -COLOR
SCALE: 1/8" = 1'-0"
2
ELEVATION - COLO 5 SOUTH - COLOR
SCALE: 1/8" = 1'-0"
3
ELEVATION - COLO 5 NORTH - COLOR
09.12.2024
SPA - FINAL

LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
1.01
0.03
0.02
0.01
72' - 0"
24' - 0"
24' - 0"
24' - 0"
6
5
8
2
8
LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
1.01
0.03
0.02
0.01
5
8
24' - 0"
24' - 0"
24' - 0"
72' - 0"
2
19' - 0"
LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
83.G
83.E
83.H
83.D
83.C
83.B
83.A
83.D.5
83.F
14' - 0"
6' - 0"
18' - 6"
68' - 0"
7' - 5"
7' - 5"
68' - 0"
18' - 6"
6' - 0"
199' - 10"
2
5
8
6
5
6
8
7
5
BUILDING HEIGHT
29' - 1 1/2"
LEVEL 1
100' - 0"
T.O. ROOF STEEL
124' - 10"
1.01
0.03
0.02
0.01
5
7
24' - 0"
24' - 0"
24' - 0"
72' - 0"
8
2
8
A
TRUE
83.B
83.G
PLAN
A
1.01
2.01
3.01
4.01
5.01
5.11
0.01
Sheet Title/Number
Senior Project Manager
Development Manager
Quality Control Reviewer
Quality Control FF&E
MS Project No.
A/E 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
MICROSOFT CONFIDENTIAL
DATA CENTER
Revisions
No.
Date
Description
CONFIDENTIAL - DO NOT DISCLOSE.  This 
document is exempt from public disclosure under the 
Public Disclosure Act and Uniform Trade Secrets Act.
SAMANTHA BISCOTTINI
SABRINA SHI
ADAM MCKNIGHT / KRISH NADKESHWAR
CODY CLIFTON
CHAD MENDELL
LEO TRAN
CHAD MENDELL
Enter Full Name
Enter Full Name
ADAM MCKNIGHT 
Enter Full Name
ARCH, STRUC & MEP Engineer
233 S Wacker Drive, Ste 5300
Chicago, IL 60606
Tel 312.372.1200
Civil Engineer
11235 SE 6th Street, Ste.150
Bellevue, WA 98004
Telecom Engineer
4700 SE International Way
Milwaukie, Oregon 97222
Security Designer
600 1St Avenue
Ste 102 PMB 2087
Seattle, WA 98104
ALEX CARDIASMENOS
JOSH CALMAN / DAVID SWANSON / LISA GALLANT
P.20640 
235710474
9/11/2024 1:44:24 PM
Autodesk Docs://PHX83/PHX83-ARCH-R22.rvt
PHX83-CBEC-A
ADMIN - COLOR
12901 West Olive Ave.
El Mirage, AZ 85335
PHX83
R. WEINMANN
B. ACKERMAN
J. CUCCI
NOTE:
BUILDING ELEVATIONS DO NOT INCLUDE EXTERIOR EQUIPMENT.
KEYED NOTE LEGEND:
1. 
ROOF SYSTEM (COLOR: TBD)
2. 
TILT-UP CONCRETE PANEL (COLOR: RAL 9003 - SIGNAL WHITE)
3. 
MECHANICAL LOUVERS (COLOR: RAL 9003 - SIGNAL WHITE)
4. 
ROOF/PLATFORM ACCESS LADDER
5. 
CANOPY (COLOR: RAL 9003 - SIGNAL WHITE)
6. 
STOREFRONT & GLASS (COLOR: CLEAR ANODIZED & GRAY)
7. 
PATIO (COLOR: RAL 9003 - SIGNAL WHITE)
8. 
ANTENNAS
9. 
MECHANICAL WALKWAY WALL PANEL (COLOR: KINGSPAN GRANITSTONE FINISH WITH SANDSTONE COLOR)
SCALE: 1/8" = 1'-0"
1
ELEVATION - ADMIN NORTH - COLOR
SCALE: 1/8" = 1'-0"
2
ELEVATION - ADMIN SOUTH - COLOR
SCALE: 1/8" = 1'-0"
4
ELEVATION - ADMIN END WALL - COLOR
SCALE: 1/8" = 1'-0"
3
ELEVATION - ADMIN NORTH - COLOR
09.12.2024
SPA - FINAL

1080'
1080'
1080'
1080'
1078'
1078'
1078'
1078'
1079'
1079'
1079'
1079'
1080'
1080'
1080'
1080'
1078'
1078'
1078'
1078'
1079'
1079'
1079'
1079'
1081'
1081'
1081'
1081'
1080'
1080'
1080'
1080'
1082'
1082'
1082'
1082'
1082'
1082'
1079'
1079'
1079'
1079'
1081'
1081'
1081'
1081'
1083'
1083'
1083'
1082'
1082'
1082'
1082'
1082'
1080'
1080'
1080'
1080'
1081'
1081'
1081'
1081'
1080'
1080'
1080'
1080'
1080'
1082'
1082'
1082'
1082'
1082'
1080'
1080'
1080'
1080'
1082'
1082'
1082'
1082'
1082'
1084'
1084'
1084'
1084'
1080'
DYSART ROAD
OLIVE AVENUE
DYSART ROAD
DYSART ROAD
DYSART ROAD
DYSART ROAD
OLIVE AVENUE
OLIVE AVENUE
OLIVE AVENUE
OLIVE AVENUE
OLIVE AVENUE
ALICE
AVENUE
FUTURE BUTLER DRIVE
KEEP CLEAR
SLOW
ENTRY
EXIT
KEEP CLEAR
SLOW
KEEP CLEAR
KEEP CLEAR
SLOW
STOP
STOP
SLOW
VISITOR
EMPLOYEE
STOP
EXIT
SLOW
KEEP CLEAR
KEEP CLEAR
KEEP CLEAR
STOP
SLOW
EXIT
SLOW
ENTRY
STOP
KEEP CLEAR
KEEP CLEAR
STOP
SLOW
EXIT
SLOW
ENTRY
STOP
PHX82
FFE = 1091'
PHX81
FFE = 1091.80'
PHX80
FFE = 1091'
1080'
1080'
1080'
1080'
1080'
1082'
1082'
1082'
1082'
1082'
1080'
1080'
1080'
1080'
1082'
1082'
1082'
1082'
1082'
1084'
1084'
1084'
1084'
PHX83
FFE = 1091'
VAN
65' ROW
65' ROW
59.5' ROW
49.5' ROW
60' ROW
40' ROW
DEDICATION
10' LANDSCAPE
BUFFER
10' BUILDING
SETBACK
10' LANDSCAPE
SETBACK
10' BUILDING
SETBACK
10' BUILDING
SETBACK
10' LANDSCAPE
BUFFER
8' PUBLIC UTILITY EASEMENT
8' PUBLIC UTILITY EASEMENT
PROPERTY LINE
PROPERTY LINE
EXISTING WELL
MAIN SITE ENTRY
SECONDARY
EMERGENCY
VEHICLE ENTRY
SECURITY GATES
AND BARRIER
STANCHIONS
SITE FENCING
(TYP)
SITE FENCING
(TYP)
EX. PARKING LOT
(57 STALLS)
LUKE AIR FORE
APZ-2
SEWER LIFT
STATION
CMU
WALL
EX. SUBSTATION
BUILDING
EX. SATELLITE
ORBITAL
EXISTING TEMP
HYDROGEN PROJECT
FUTURE RETENTION
BASIN
FUTURE
RETENTION
BASIN
EMPTY LOT/
EXTERIOR
STORAGE
MANUFACTURING/
EXTERIOR
STORAGE
AGRICULTURE
AGRICULTURE
AGRICULTURE
AGRICULTURE
MANUFACTURING/
EXTERIOR
STORAGE
AGRICULTURE
AGRICULTURE
AGRICULTURE
EMPTY LOT
RETAIL/
SERVICE
EMPTY LOT/
EXTERIOR
STORAGE
RETAIL/
SERVICE
EXTERIOR
STORAGE
EXISTING
SUBSTATION
(BY OTHERS)
N DYSART RD
W OLIVE AVE
FUTURE BUTLER DRIVE
PHX 86
PROPOSED FIRE WATER STORAGE
TANK AND PUMP HOUSE
SHEET NAME
ISSUED FOR:
DATE
REV
CLIENT/OWNER
MICROSOFT
CORPORATION
PROJECT NAME
PHX83
STAMP
PROJECT ADDRESS
EL MIRAGE, AZ
SHEET NUMBER
REVISIONS
CONFIDENTIAL
NORTH ARROW
SCALE
33°33'55.5"N 112°20'28.5"W
LAT/LONG
CONTEXT PLAN
EXHIBIT
C-C-001
10/17/2024
0
SITE DEVELOPMENT PLAN FINAL
09/12/2024
VICINITY MAP
1
SITE DEVELOPMENT PLAN RESUB
10/17/2024
5
1
2
10
6
4
9
8
7
3

1
2

3
4

6
5

8
7

10
9