Development Applicant

CITY OF EL MIRAGE 
DEVELOPMENT APPLICATION FORM 
2 
Revised: September 2022 
PURPOSE 
Development Applications are reviewed by the Technical Advisory Committee (TAC) with the intent 
to provide the applicant specific information in preparation to meeting the City’s technical 
standards and requirements for the proposed development project. Information provided by TAC is 
based on applicant submittals and should be considered actual and detailed in nature.  
ACTION REQUESTED (Check one) 
___ Conditional Use Permit 
___ Site Plan Approval  
___ General Plan Amendment:  ___ Major __ Minor 
___ Site Plan Amendment 
___ Planned Area Development (PAD) 
___ Preliminary Plat 
___ Planned Area Development Amendment 
___ Final Plat 
___ Rezoning  
___ Other: _________________________________ 
PROPERTY INFORMATION: 
Name of Project: _______________________________________________________________ Acreage: __________ 
Property Address/Location:    
Assessor’s Parcel Number:    
APPLICANT / OWNER INFORMATION: 
Applicant: 
__________________________________ 
Owner: 
___________________________________ 
Address: 
__________________________________ 
Address: 
___________________________________ 
City/ST/Zip: 
__________________________________ 
City/ST/Zip: 
___________________________________ 
Phone: 
__________________________________ 
Phone: 
___________________________________ 
Email: 
__________________________________ 
Email: 
___________________________________ 
Signature: 
__________________________________ 
Signature: 
____________________________________ 
(Agreement to act as agent for owner)
(Authorization for agent to act for owner)
 
 
 
 
 
Official Use 
Case No: _____________________Date Received: ____________________P&Z Meeting: ____________________ 
CC Meeting: ____________________ 
___ Application Form 
___ Comprehensive Site Plan 
___ Exterior Elevation  
___ Deed and/or Title Report 
___ Drainage Report 
___ A.L.T.A. Survey 
___ Phase I Environment Site Assessment 
___ Preliminary Sewer Report 
___ Preliminary Water Report 
___ Traffic Impact Study 
___ Preliminary Landscape Plans 
___ Filing Fee (see Fee Schedule) 
Y
Verizon New Site Build
0.06
14010 North El Mirage Road
501-33-013-K
Verizon Wireless 
Crown Castle USA
116 Inverness Dr E Suite 300
116 Inverness Dr E Suite 300
Englewood, CO 80112
Englewood, CO 80112
801-979-9077
801-979-9077
craig.chagnon@crowncastle.com
craig.chagnon@crowncastle.com
Y
Y
Y
Y
N
N
N
N
N
N
N
Y
Agent
PZ23-05-08
05.10.2023
06.13.2023
07.11.2023

The Foundation for a Wireless World 
CrownCastle.com 
116 Inverness Dr E Suite 300  
Englewood, CO 80112 
 
P h o n e : ( 8 0 1 ) 9 7 9 - 9 0 7 7 
www.crowncastle.com 
 
May 10, 2023 
 
CITY OF EL MIRAGE, AZ 
10000 N. EL MIRAGE ROAD 
EL MIRAGE, AZ 85335 
 
Via Electronic Delivery 
**********NOTICE OF ELIGIBLE FACILITIES REQUEST********** 
 
RE: Request for Minor Modification to Existing Wireless Facility – Section 6409 
 
Site Address: 14010 NORTH EL MIRAGE ROAD, EL MIRAGE, AZ 85335 
Crown Site Number: 846102 / Crown Site Name: EL MIRAGE 
Customer Site Number: 5000903439 / Application Number: 615164 
 
On behalf of Cellco Partnership d/b/a Verizon Wireless (“Verizon Wireless” or “Applicant”), Crown Castle USA Inc. (“Crown 
Castle”) is pleased to submit this request to modify the existing wireless facility noted above through the collocation, 
replacement and/or removal of the Applicant’s equipment as an eligible facilities request for a minor modification under 
Section 64091 and the rules of the Federal Communications Commission (“FCC”).2  
 
Section 6409 mandates that state and local governments must approve any eligible facilities request for the modification 
of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or 
base station. Under Section 6409, to toll the review period, if the reviewing authority determines that the application is 
incomplete, it must provide written notice to the applicant within 30 days, which clearly and specifically delineates all 
missing documents or information reasonably related to whether the request meets the federal requirements.3  
Additionally, if a state or local government, fails to issue any approvals required for this request within 60 days, these 
approvals are deemed granted. The FCC has clarified that the 30-day and 60-day deadlines begins when an applicant: (1) 
takes the first step required under state or local law; and (2) submits information sufficient to inform the jurisdiction that 
this modification qualifies under the federal law4.  Please note that with the submission of this letter and enclosed items, 
the thirty and sixty-day review periods have started. Based on this filing, the deadline for written notice of incomplete 
application is June 9, 2023, and the deadline for issuance of approval is July 9, 2023. 
 
Verizon intends to install new equipment at the existing, unmanned wireless telecommunications facility/cell tower located 
at 14010 N El Mirage Rd, aka, Bill Gentry Park.  The site lease agreement between the City of El Mirage and New Cingular 
Wireless PCS (Crown Castle USA) is included.  This tower site was originally approved in 1996.  No substantial changes or 
impacts to the surrounding area are anticipated with the proposed scope of work. 
 
The proposed scope of work for this project includes: 
 
1 Middle Class Tax Relief and Job Creation Act of 2012, Pub. L. No. 112-96, § 6409 (2012) (codified at 47 U.S.C. § 1455). 
2 Acceleration of Broadband Deployment by Improving Wireless Facility Siting Policies, 29 FCC Rcd. 12865 (2014) (codified at 47 
CFR § 1.6100); and Implementation of State & Local Governments’ Obligation to Approve Certain Wireless Facility Modification 
Requests Under Section 6409(a) of the Spectrum Act of 2012, WT Docket No. 19-250 (June 10, 2020). 
3 See 47 CFR § 1.6100 (c)(3).  4 See 2020 Upgrade Order at paragraph 16.

The Foundation for a Wireless World 
CrownCastle.com 
116 Inverness Dr E Suite 300  
Englewood, CO 80112 
 
P h o n e : ( 8 0 1 ) 9 7 9 - 9 0 7 7 
www.crowncastle.com 
 
 
Collocation of antennas, ancillary equipment and ground equipment as per plans for a new carrier on an existing wireless 
communication facility. 
 
All equipment will be installed within the existing lease area, without any expansion.  An antenna array will be installed at 
the 53’ centerline of the monopole.  A concrete pad with cabinets, generator, new meter will be installed within the fenced 
area.  
 
At the end of this letter is a checklist of the applicable substantial change criteria under Section 6409. Additionally, please 
find enclosed the following information in support of this request: 
 
(1) City of El Mirage Site Lease Agreement 
(2) Construction Drawings, Site Plan, Elevations, Equipment Detail;  
(3) Structural Analysis; and 
(4) Section 6409 Substantial Change Checklist. 
 
As these documents indicate, (i) the modification involves the collocation, removal or replacement of transmission 
equipment; and (ii) such modification will not substantially change the physical dimensions of such tower or base station. 
As such, it is an “eligible facilities request” as defined in the FCC’s rules to which the 60-day deadline for approval applies. 
Accordingly, Applicant requests all authorization necessary for this proposed minor modification under Section 6409. 
 
Our goal is to work with you to obtain approvals earlier than the deadline. We will respond promptly to any request for 
related information you may have in connection with this request. Please let us know how we can work with you to expedite 
the approval process. We look forward to working with you on this important project, which will improve wireless 
telecommunication services in your community using collocation on existing infrastructure.  If you have any questions, 
please do not hesitate to contact me.  
 
 
 
 
 
 
 
Regards, 
 
 
 
 
 
 
 
Craig Chagnon 
 
 
 
 
 
 
Craig Chagnon 
Site Acquisition Specialist 
 
 
 
 
 
 
Crown Castle, Agent for Applicant 
 
 
 
 
 
 
(801) 979-9077 
 
 
 
 
 
 
Craig.Chagnon@crowncastle.com

The Foundation for a Wireless World 
CrownCastle.com 
116 Inverness Dr E Suite 300  
Englewood, CO 80112 
 
P h o n e : ( 8 0 1 ) 9 7 9 - 9 0 7 7 
www.crowncastle.com 
 
Section 6409 Substantial Change Checklist 
Towers Outside of the Public Right of Way 
 
The Federal Communications Commission has determined that a modification substantially changes the physical dimension of a wireless tower or base 
station under 47 U.S.C. § 1455(a) if it meets one of six enumerated criteria under 47 C.F.R. § 1.6100. 
Criteria for Towers Outside the Public Rights of Way 
 
YES/NO 
  
NO 
Does the modification increase the height of the tower by more than the greater of:  
       (a)  10% 
       (b)  or, the height of an additional antenna array plus separation of up to 20 feet from the top of 
the nearest existing antenna? 
YES/NO 
  
NO 
 Does the modification add an appurtenance to the body of the tower that would protrude from the 
edge of the tower more than 20 feet or more than the width of the tower structure at the level of the 
appurtenance, whichever is greater? 
YES/NO 
 
NO 
Does the modification involve the installation of more than the standard number of new equipment 
cabinets for the technology involved or add more than four new equipment cabinets?  
YES/NO 
NO 
 Does the modification entail any excavation or deployment outside the current site by more than 30 
feet in any direction, not including any access or utility easements? 
YES/NO 
  
NO 
Does the modification defeat the concealment elements of the eligible support structure? 
 
YES/NO 
  
NO 
Does the modification violate conditions associated with the siting approval with the prior approval the 
tower or base station other than as specified in 47 C.F.R. § 1.6100(c)(7)(i) – (iv)? 
 
If all questions in the above section are answered “NO,” then the modification does not constitute a substantial change to the existing 
tower under 47 C.F.R. § 1.6100.

Market:
AZ/NM
Cell Site Number:
PHNXAZP070
Cell Site Name: Et Mtragc
Fixed Asset Number:
1009I414
FIRST AMENDMENT
TO OPTION AND SITE LEASE AGREEMENT
THIS
FIRST AMENDMENT
TO
OPTIONS
AND
SITE LEASE
AGREEMENT
("Amendment*'),
dated as of the latter of the signature
dates below, is by and between
City of El
Mirage, having a mailing
address of 12145 NW Grand Ave, El Mirage, AZ 85335 ("Landlord" )
and
New
Cingular
Wireless
PCS, LLC, a Delaware
limited
liability
company,
successor
in
interest
to AT&T Wireless PCS, Inc., having
a mailing
address of 12555 Cingular
Way, Suite
1300, Alpharetta,
GA 30004 ("Tenant" ).
WHEREAS, Landlord
and Tenant (or its predecessor
in interest)
entered
into an Option
and Lease
Agreement
dated
November
15, 1995, whereby
Landlord
leased
to Tenant
certain
Premises,
therein
described,
that are a portion of the Property
located at 14010 North El Mirage
Road, El Mirage, AZ 85335 ("Agreement" ); and
WHEREAS, Landlord
and Tenant
desire to amend
the Agreement
to modify
the notice
section thereof; and
WHEREAS,
Landlord
and Tenant
desire to amend
the Agreement
to permit
Tenant
to
add, modil'y
and/or
replace equipment
in order to be in compliance
with
any current
or future
federal,
state
or local
mandated
application,
including
but
not
limited
to emergency
911
communication
services; and
WHEREAS, Landlord
and Tenant,
in their mutual
interest,
wish to amend the Agreement
as set forth below accordingly.
NOW THEREFORE,
in consideration
of the foregoing
and
other
good
and
valuable
consideration,
the receipt
and sufficiency
of which
are hereby
acknowledged,
Landlord
and
Tenant agree as follows;
l. Expansion of Premises.
The Premises
and Antenna
Facilities are hereby
modif'ied
to contain
additional
conduits
for fiber optic lines (such lines
and conduits,
collectively,
the "Conduits")
and additional
equipment
(the "Additional
Equipment" ), as well as areas for the installation
and
maintenance
of the
Conduits
and
Additional
Equipment
(such
areas
of installation,
the
"Additional
Lease Area" ), all as depicted
and described
on Exhibit "B-1*'ttached hereto
and
made a part hereof.
The exhibits
depicting
the Premises
and the Antenna
Facilities attached
to
the
Agreement
shall
be
supplemented
by Exhibit "B-1*'ttached
to this
Amendment
and
incorporated
herein.
Tenant
shall install
the Conduits
by directional
bore and shall not disturb
the Additional
Lease Area, the balance of the Premises
and/or
Common
Areas, other
than
de
minimis
disturbances.
AESNM —2010 Form Amendment
Ver
1 7.10

2. Review Fee and Costs.
Tenant
shall pay to Landlord
a onetime
payment
of Three Thousand
Eight Hundred
Dollars ($3,800.00) as reimbursement
for fees and costs incurred
by Landlord
in
conjunction
with the negotiation
and preparation
of this Amendment,
such payment
to be within
forty-five (45) days after full execution of this Amendment.
3. Rent.
Commencing
on the first day of the month following
the date that Tenant commences
installation
of the Conduits
(the "Increase Date"), the Rent then payable
under
the Agreement
shall
be increased
by Four Thousand
Three
Hundred
Fifty
and no/100
Dollars
($4,350.00)
annually,
prorated
for the first year from the Increase Date to the beginning
of the next lease
year, and subject to such other adjustments
as provided
in the Option
and Lease Agreement.
4. Notices.
All notices, requests,
demands
and communications
hereunder
will be given by first
class
certified
or registered
mail,
return
receipt
requested,
or by
a nationally
recognized
overnight
courier,
postage
prepaid,
to be effective
when
properly
sent and received,
refused
or
returned
undelivered.
Notices will be addressed
to the parties
as follows.
If to Tenant:
New Cingular Wireless PCS, LLC
Attn: Network
Real Estate Administration
Re: Cell Site I/1 PHNXAZP070;
Cell Site Name:
El Mirage
Fixed Asset No: 10091414
12555 Cingular Way, Suite 1300
Alpharetta,
Georgia 30004
With the required copy of legal notice sent to Tenant at the address above, a copy to the Legal
Department:
New Cingular Wireless PCS, LLC
Attn: AT&T Legal Department
Re: Cell Site It PHNXAZP070;
Cell Site Name: El Mirage
Fixed Asset No.: 10091414
PO Box 97061
Redmond,
WA 98073-9761
Or,.if sent via nationally
recognized
overnight
courier:
New Cingular
Wireless PCS, LLC
Attn: AT&T Legal Department
Re: Cell Site It PHNXAZP070;
Cell Site Name: El Mirage
Fixed Asset No.: 10091414
16331 NE 72" Way
Redmond,
WA 98052-7827
Local contact address:
New Cingular
Wireless PCS, LLC
Attn: AZ/NM
Network
Property
Management
AZ/N tet —2010 norm Amendment
Ver 1.7.10

20830 N. Tatum Blvd II 400
Phoenix, AZ 85050
A copy sent to the Legal Department
is an administrative
step which
alone does not constitute
legal notice.
If to Landlord:
City of El Mirage
Attn: Finance Director
12145 NW Grand Ave
El Mirage, AZ 85335
Either party hereto may change the place for the giving of notice to it by thirty (30) days prior
written notice to the other as provided
herein.
5.
Emergency
911 Service.
In the future,
without
the payment
of additional
rent
and
at a
location
mutually
acceptable
to Landlord
and Tenant,
Landlord
agrees
that Tenant
may
add,
modify and/or
replace equipment
in order to be in compliance
with any current or future federal,
state or local mandated
application,
including
but not limited
to emergency
911 communication
services.
6. Memorandum
of Lease.
Either party will, at any lime upon fifteen (15) days prior written
notice from the other, execute, acknowledge
and deliver to the other a recordable
Memorandum
of Lease
substantially
in
the
form
of the
Attachment
l.
Either
party
may
record
this
memorandum
at any time, in its absolule discretion.
7.
Other Terms
and Conditions
Remain.
In the event of any inconsistencies
between
the
Agreement
and
this
Amendment,
the
terms
of this
Amendment
shall
control.
Except
as
expressly
set forth
in this Amendment,
the Agreement
otherwise
is unmodified
and remains
in
1'ull force and effect.
Each reference
in the Agreement
to itself shall be deemed
also to refer to
this Amendment.
8. Capitalized
Terms.
All capitalized
terms
used but not defined
herein
shall have the same
meanings
as defined in the Agreement.
[SIGNATURES APPEAR ON THE NEXT PAGE]
A7~M —2010 Form Amendment
Ver.
1 7.10

IN
WITNESS
WHEREOF.
the
parties
have
caused
their
properly
authorized
representatives
to execute and seal this Amendment
on the dates set forth below.
"LANDLORD"
City of El Mirage
Name~, J AQUA
~.
k. f50~
Title:
Date:
e
"TENANT"
New Cingular
Wireless PCS, LLC,
a Delaware limited liability company
By: ATILT Mobility Corporation
Its: Manager
By:N:
*eee-
Title;
eatb~tttr ~~ 4; cmetSr
ttxtna.
Date:
en~mrA~
rt. z.e tt
AZ/NM —r010 Form Amendment
Ver. 17.10

TENANT ACKNOWLEDGMENT
STATE OF ARIZONA
COUNTY OF MARICOPA
)
) ss
)
t nnttd!
On the JL
day of94P2tj;2011, before me personally
appeared TL'CI-~b, and
acknowledged
under oath that he is the CF- kneAI P54DC'L/)i'Tsj
I i6/daf ATd'zT Mobility
Corporation,
the Manager
of New Cingular
Wireless PCS, LLC, the Tenant
named
in the attached
instrument,
and as
such was authorized
to execute this instrument
on behalf of the Tenant.
LAURSIt RICHARDS
Itctsry Public - Arissus
INsriccps County
Syy Cutrsnr. Ssyirss Jsu 18, 2915
RCum~t
P c"ytz.tech
Notary Public:
I.ALMS
f'-Il
ALL/CLP
My Commission
Expires:
M CU
I
lS fL6 15
LANDLORD ACKNOWLEDGI".MENT
STATE OF ARIZONA
)
) ss:
COUNTY OF MARICOPA
)
tJ
BE IT REMEMBERED,
that
on this JO
day of
', 2011
before
me,
the
subscriber,
a
person
authorized
to
take
oaths
in
the
State
of
Arizona,
personally
appeared
h, h
g d
ty
ht th Pth
t
th, d p
d
d
d
p
f t
my satisfaction
that he/she/they
is/are the person(s)
named
in the within
instrument;
and I, having
first
made known
to him/her/them
the contents
thereof,
he/she/they
did acknowledge
that he/she/they
signed,
sealed and delivered
the same as his/her/their
voluntary
act and deed for the purposes
therein contained.
Notary Public:
My Commission
Expires:
~eeet
t u
e ee l~
I
AZ/ihttyr —2010 perm
Amendment
Ver.
1 7 10

EXHIBIT "B-I"
PARENT PARCEL LEGAL DESCRIPTION
AS RECORDED IN INSTRUMENT NO. 97-15310,RECORDS OF MARICOPA COUNTY,
ARIZONA.
THE WEST 400 FEET OF THE EAST 793 FEET OF THE SOUTH 513 FEET OF SECTION
11,TOWNSHIP
3 NORTH, RANGE
1 WEST OF THE GILA AND SALT RIVER BASE AND
MERIDIAN, MARICOPA COUNTY, ARIZONA;
EXCEPT THE SOUTH 33 FEET THEREOF.
FIBER OPTIC EASEMENT LEGAL DESCRIPTION
ALL THAT PORTION OF THE EAST 393 FEET OF THE SOUTHEAST QUARTER OF
SECTION 11,TOWNSHIP 3 NORTH, RANGE
1 WEST OF THE GILA AND SALT RIVER
BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA, BEING A 10.00FOOT WIDE
EASEMENT, LYING 5.00FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED
CENTERLINE:
BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF THE SOUTH 33.00
FEET OF SAID SOUTHEAST QUARTER AND THE WEST LINE OF SAID EAST 393
FEET;
THENCE SOUTH 89 DEGREES 23 MQsIUTES 59 SECONDS EAST, 5.00FEET ALONG
SAID NORTH LINE OF THE SOUTH 33.00FEET OF SAID SECTION TO THE TRUE
POINT OF BEGINNING;
THENCE NORTH 00 DEGREES 10 MINUTES 05 SECONDS EAST, 301.91FEET TO THE
POINT OF TERMINUS.
Notes
I
TkIIS EXHIBIT MAY BE REPLACED BY A LAND SURVEY AND/OR
CONSTRUCTI(3N
DRAWINGS OF THk PREMISES ONCE
RECEIVED BY TENANT
2
ANY SETBACK OF THE PREiVHSFS FROM THI. PROPERTY*S BOUNDARIES SHALL BETHE DISTANCE REQUIRED BY
THI'PPLICABLE
GOVk.'RNMENTAL
AUTIIORITIES
3.
WIDTH Ol'ACCESS ROAD SHALL BE THE WIDTH REQUIRED BY THE APPLICABLF GOVERNMENTAL
AUTHORITIES,
INCLUDING POLICE AND FIRE DEPARTMENTS.
4
THE TYPE, NUMBER AND MOUNTING
POSITIONS AND LOCATIONS OF ANTENNAS
AND TRANSMISSION
LINES ARE
ILLUSTRATIVE ONLY ACTUAL TYPES, NUMBERS
AiND MOUNTING
POSITIOiNS MAY VARY FROM WHAT IS SHOWN
ABOVB
AXYNM —2010 Form Amendment
Ver. 1.7 10

PROJECT INFORMATION
0 I 0
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SITE ADDRESS
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STANDARD NOTES
25471/PHNX-P07th03
STANOATTD NOTES
26471.PHNX.POTD IBI
SITE SURVEY
25471 PHNX.P070.04
OVERALL SITE PLAN, DET4ILED SITE PLAN 8 DETAILS
REV
~~~ atst
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SITE NUMBER: P070
SITE NAME: EL MIRAGE
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ROU
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25 71-000-ATJ —0000LOOQOI IPP IES I I 5
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OF THIS
SITE DESIGN
PACKACE
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EVERY POMR
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26. EQUIPMENT
CABINEI5.
TMMINAL
80 Es.
UNCTIOI,
BOXES. ANO
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BPR H/38)
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D
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I
A WELL-CRAOED
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ANO
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3
CoklPACIE9
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SHALL
BE UNIFNIM l
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PROVIDE
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CRUSHED
SIONE
OR
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COhlPACTED
at 3
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ABOVE
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OR CRUSHED
WKH 1007
PASSING
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~(002A
9.
ALL Tlc
'TIRAPS
WHERE
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Au-
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USE
LO'4
PRONLES
TIE 'hRAPS
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DETA)L
1000
5
10
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USED,
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TRAY
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4NSI/IEEE.
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WHERE
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17
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0
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uooul
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18 EIEculcAL
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BE USED Fol
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ADDENDUM
NO. I TO OPTION AND
SITE LEASE AGREEMENT
THIS ADDENDUM
NO.
1 TO OPTION AND SITE LEASE AGREEMENT ("Addendum")
is attached
to and made
a part of that certain Option
and Site Lease Agreement
(the "Agreement" ) dated ////w,
1995, and is entered
into by
and between
City of El Mirage ("Landlord" ), and AT&T Wireless PCS, Inc., a Delitware
corporation ("Tenant" ).
In the
event of any inconsistency
between
this Addendum
and the Agreement,
the terms of this Addendum
shall control.
1.1
The following
shall be added to the end of Paragraph
8;
Tenant
shall not park the vehicle,
as specified above, for more than a period of 24 hours at any one time,
unless
in the case of an emergency.
1.2
The following
shall be added to the end of Paragraph
6:
If there
is interference
with Landlord
for 5 days after notice to Tenant,
Landlord
will suffer injury
and
shall have all remedies
at law on equity,
including
injunction,
and may terminate
the Lease, by notice to
Tenant, if Tenant has not commenced
actions to remedy
the interference.
1.3
Lessee agrees to pay to the City of El Mirage of $25,000.00. This payment
shall be due and payable
upon the Commencement
Date of the Lease, as will the first annual
lease payment
of $6,000.00 for a
total payment
of $31,000.00. Lessor agrees to approve
in an expeditious
manner,
al! planning
and
zoning for a 164'ower and accotnpanying
12'
20'
10'igh prefabricated
shelter.
Lessee further
agrees to pay all fees necessary
for planning,
zoning
and permitting.
Lessee to comply with all building
codes.
1.4
Rent
a.
The Rent shall be increased
on each Rental Adjustment
Date in accordance
with the increase
in
the United
States Department
of Labor,
Bureau of Labor Statistics,
Consumer
Price Index for All Urban
Consumers
(all items for the geographical
Statistical
Area in which
the Property
is located on the basis of
1982-1984 = 100) (the "Index" ) as follows:
b.
The Rent (the "Comparison
Rent" ) in effect immediately
before each Rental
Adjustment
Date
shall be increased
by the percentage
increase between (i) the Index published
for the month which is four (4)
months
prior to the date that the Comparison
Rent commenced,
and (ii) the Index published
for the month
which
is four (4) months
prior to the applicable
Rental
Adjustment
Date. Tenant
shall
notify
Landlord
of
each increase
by a written
statement
which
shall
include
the Indexes
use to calculate
such increases,
the
percentage
increase between
those two Indices,
and the new Rent. The increase
in the Rent shall be subject
to the maximum
increase, if any, provided
for in this Agreement.
c. Tenant shall pay the new Rent from rhe applicable
Rental Adjustment
Date until the next Rental
Adjustment
Date. If the format or components
of the Index are materially
changed
after the Commencement
Date, Landlord
shall
substitute
an index
which
is published
by the Bureau of Labor Statistics or similar
agency
and
which
is inost
nearly
equivalent
to the
Index
in effect on
the
Commencement
Date.
The
substitute
index
shall be used to calculate
the increase
in the Rent unless
Tenant
objects to such index
in
writing
within
ninety
(90) days after receipt of Landlord's
notice, If Tenant
objects, Landlord
and Tenant
shall
submit
the selection of the substitute
index
for binding
arbitration
in accordance
with
the rules
and
regulations
of the American
Arbitration
Association
at its office closest to the Purchase
Property.
The cost
of arbitration
shall be borne equally
by Landlord
and Tenant.
d.
"Rental Adjustment
Date(s)" shall mean;
(1) 5th Anniversary
of the Coinmenceinent
Date; (2)
10th Anniversary
of the Commencement
Date; (3) 15th Anniversary
of the Commencement
Date; (4) 20th
Anniversary
of the Commencement
Date; (S) 2Sth Anniversary
of the Commencement
Date.
INLT!ALS!
t

Maximum
Increase in Rent on Each Rental Adjustment
Date
Twenty percent (20%) of the Comparison
Rent
1,5
Paragraph
5 of the Option and Site Lease Agreement
is deleted
and replaced
with the following:
"Rent" in the annual
amount of $6000,00 shall be payable,
in advance,
at Landlord's
address,
on the first day of
each calendar year.
Rent shall be prorated for any partial month.
"Landlord"
"Tenant"
City of El Mirage
a Municinal
8
Its; City Manage
AT&T WIRELESS PCS, INC, a Delaware corporation
By: W
PCS, Inc
, Its Agent
Pic<
Its: Vice President,
Engineering

State:
AZ;
Market;
Phoenix;
Cell ID: PH70;
Cell Name:
El Mirage
OPTION AND SITE LEASE AGREEMENT
THIS OPTION AND SITE LEASE AGREEMENT
(this "Agreement" ) is effective November
15, 1995 ("Effective
,Pate") between
City of El Mirage ("Landlord" ) and AT&T WIRELESS PCS, INC., a Delaware
corporation
("Tenant" ).
1, In consideration
of a fee of $500.00 paid to Landlord
within
15 business
days after execution of this Agreement,
and other consideration,
the receipt and sufficiency of which are acknowledged,
Landlord
grants Tenant
an "Option"
to lease "Premises", Exhibit "8",within real "Property", Exhibit "A", owned by Landlord.
2,
The "1st Option'f
12 months
shall commence
on the Effective Date and
may
have
an "Extension" of'2
additional
months
by written
notice given to Landlord
during
the 1st Option and accompanied
by an additional
fee of
$500.00.
3,
During
the 1st Option and Extension,
Landlord
grants Tenant a license to go upon the Property
and Premises for,
and agrees to cooperate
with Tenant
in, obtaining
and maintaining
zoning
approvals,
licenses,
tests and permits
for
construction,
maintenance
and operation of Tenant's
Antenna
Facilities,
provided
same are at Tenant's
expense
and
do not bind Landlord,
the Premises or the Property
if the Option
is not exercised.
Tenant
shall restore the premises
and indemnify
and defend
Landlord
against
loss damage
from exercise of the license,
The "Antenna
Facilities"
include
all itnprovements,
personal
property
and related
facilities
for Tenant's
"Permitted
Use" which
includes
the
transmission
and reception of radio communication
signals
in all frequencies
authorized
by governmental
authorities,
After exercise of the Option,
Tenant
may
construct,
maintain,
repair,
replace
or remove
the Antenna
Facilities,
including
sleeves,
conduit
and cable across the Property
to serve
the Premises,
no part of which
shall become a
fixture and
aH of which
shaH remain
the personal
property
of Tenant
and may be mortgaged
by Tenant.
Landlord
waives
all Landlord
liens against the Antenna
Facilities.
Tenant may exercise the Option,
in Tenants sole discretion,
by written
"Notice" given to Landlord
during
the 1st
Option or Extension,
in which case, Landlord
grants a "Lease" of the Premises to Tenant for a term of 5 years, with
a "Commencement
Date" of the date Notice is given and terminating
at midnight
on the last day of the month
in
which
the 5th anniversaiy
of the Commencement
Date occurs. Tenant may extend
the Lease, on the same terms, 5
successive
"Additional
Terms" of 5 years each, automatically,
unless Tenant gives Landlord
written
notice during
the
initial term or any Additional
Terms stating Tenant will not extend further.
5. "Rent" in the annual
amount of $6000.00 shall be payable,
in advance,
at Landlord's
address,
on the first day of
each calendar year. Rent shall be prorated for any partial
month.
6.
Tenant
shall not, except as permitted
by this Agreement,
use the Premises
in any way which
interferes
with the
use of the Property
by Landlord
and other tenants
and Landlord
shaH not use, or permit others to use the Property
in
any way which interferes
with Tenant's
Permitted
Uses. If there is material
Interference
with Tenant's
Permitted
Use
for 24 hours after notice to Landlord,
or 5 days after notice to Landlord
for other types of interference,
Tenant
will
suffer irreparable
injury
and shall have all remedies
at law or equity,
including
injunction,
and Tenant
may terminate
the Lease by notice to Landlord.
7. Tenant
shall be in default upon failure to pay Rent within
10 days after written
notice and shall pay a late charge
of 4% of the overdue Rent plus the Rent to cure; Landlord
shall be in default upon failure to cease Interference
within
30 days after written notice; and either shall be in default upon their failure to observe or perform
any other of their
respective
obligations
for thirty (30) days after written
notice, unless
the default
cannot be cured within 30 days
and
the party in default commences
a cure within 30 days of notice and works diligently
to cure.
8.
Landlord
shall
provide
electricity
access to the Premises,
provided
electricity
shall be separately
metered
to
Tenant,
ingress
and egress, across the Property,
if necessary,
froin an improved
public road and 24 hour, 7 day per
week access over and under the Property
to construct,
maintain
and service the Premises
and the Antenna
Facilities.
Landlord
grants
Tenant an easement
during
the Lease to park one vehicle upon the Property,
outside of and adjacent
to the Premises.

9.
Tenant
may terminate
the Lease, without
further
liability,
on 30 days written
notice if: (i) Tenant
is unable
to
obtain or loses any governmental
approval
necessary
to construct or use the Antenna
Facilities in Tenant's
business.
Tenant
shall
have
no obligation
to appeal
or seek renewal
of governmental
approvals;
or (ii)
the Premises,
in
Tenant's
good
faith judgment,
are or become
unacceptable
or unusable
under
Tenant's
then
current
design
or
engineering
specifications
for the Antenna
Facilities or the Permitted
Use.
10. Tenant shall pay personal
property
taxes on the Antenna
Facilities. Landlord
shall pay when due all real property
taxes, fees and assessments
attributable
to the Property
and Premises.
Tenant
wiH carry commercial
general
liability
insurance
in an aggregate
amount of $1,000,000.00 and name
Landlord
as an additional
insured
on the policy or
policies. Landlord
and Tenant
shall look solely to insurance
for loss due to any peril which
is covered insurance
and
neither party's
insurance
company
shall be subrogated
to a claim against the other party.
Each party
shall indemnify
and defend the other against loss from their acts and the acts of their employees
and agents.
The parties
shaH share in
a condemnation
award
in proportion
to their interest
in the property
taken.
11.
AH notices
and demands
shall be in writing
be deemed
given if personally
delivered,
mailed
certified
mail,
return receipt, or sent by overnight
carrier.
12.
Neither
Tenant
nor Landlord
has, or will generate,
store or dispose of any hazardous
materials
on, under
or
about the Premises
or Property
in violation
of hazardous
substance
laws
and each shall
indemnify
and defend
the
other from any losses, claims,
damages,
penalties
and liabilities
arising
from any breach of this provision.
Neither
party knows of the existence of hazardous
substances
on the Property or Premises.
13.
Tenant
shall
have
the
right
to bring
personnel
and
equipment
onto
the
Premises
and
Property,
in a civil
emergency,
to meet its public duty as a telecommunications
carrier.
14. Each party
shaH execute documents
for the Premises,
Antenna
Facilities
and Permitted
Uses including
truthful
and reasonable:
estoppels;
memoranda
of this Agreement;
subordinations,
which include non-disturbance
clauses;
and
zoning
and permitting
requests,
applications
and authorities;
upon not more than 30 days'rior
notice. Each party
shall
pay
fees due a real estate broker
claiming
through
them.
This Agreeinent
shall be construed
according
to
Arizona
law,
shall be construed
according
to the fair meaning
of the language,
not strictly
construed
against
either
party,
may be signed
in counterparts,
facsimile
signatures
shall
be sufficient
unless
originals
are required
by third
parties,
may be assigned or sublet,
is the complete
agreement,
is binding
on successors
and assigns.
The unsuccessful
party in litigation
shall pay the others attorney
fees and costs. In this Agreement,
"include" means
"including
and not
limited to",
LANDLORD:
TENANT:
City of El Mirage
its:~city Maraud
Tax ID/SSN: //'
/'OCH
7'Ca 7
Address:
P.O. Box 26
El Mirage,
AZ
85335
ATTN: Jose Solarez
AT&T WIRELESS PCS, INC. a Delaware
corporation
By:
e
PCS, Ing a
elawarexnmnration,
Its Agent
Its; Vice President,
Engineering
Address:
McCaw Cellular Communications,
Inc,
Legal Department,
1750 Howe Avenue,
Suite 300
Sacramento,
California
95825
ATTN:
General
Counsel

STATE OF ARI
A
)
) ss.
COUNTY OF
Z y't&P<
)
///
yo/cgoing
instrument
was acknowledged
this /m
day of xrctr
t995
by /~ +dkrodr++
oi +~ /Vlr@ry'C,
known
to me 'to be
gA~ erson e ccuting the ioregoing
documeat,
Notary
Public
MY.co~ispiqn expires:
W 4 Mm@Sttlti EXPirCs t;-"zs, Z,1t)%
STATE OF ARIZONA
COUNTY OF
of Wireless PCS, Inc., known
to me to be the person executing
the foregoing
document.
)
) ss.
)
/
The foregoing
instrument
was ackaowiedged
this 7
day of lt-d, 1995, by
a dyVL
(2Ãt,~g'otary
Public
My commission
expires:
Rosalie A. Rayos ~
Cofn(YI, f999( i Q
5»
NOTARY PUBt.!C
CALFFORNIA~
SACRAIV!ENTO COUNTY
0
Gtytytm.
Expires July 5,
y 997

EXHIBIT "A"
DESCRIPTION OF PROPERTY
Exhibit 'A'o
the Agreement
data! +y/ZS,
f99~between
City of Ei Mirage as Lantgord,
and AT&T
Wireless PCS, Inc„a Delaware
corpor/tion,
as Tenant.
State:
County:
City:
Description;
The East 393 feet of Section 11, Township
3 North,
Range
1 Nest of the Gila
and Salt River Base and
Meridian,
Maricopa
County,
Arizona,
lying
South of NEST
EL MlRAGE,
according
to Book 66 of Maps,
Page 26,
records
of Maricopa
County,
Arizona;
EXCEPT the North
285.85 feet the eof.
PllTIALS
'

EXHIBIT "B"
DESCRIPTION OF PREMISES
Exhibit "B"to the Agreement dated,
199+, between
City of El Mirage as Landlord,
and
AT&T Wireless PCS, Inc., a Delaware
corporation
as Tenant.
If a survey
is made
on the Premises,
Landlord
and Tenant
agree to sign
and attach
the legal description
of the
Premises hereto which will then become the description of the Premises.
under'r
9 Road
z d C r. S,o~
I
I
I
I
i les
Q
D
0
A
n
baal

EMERGENCY NOTE:
THE PROPOSED EQUIP. WILL NOT BE USED FOR EMERGENCY RESPONSE EQUIPMENT.
VERIZON LOCATION CODE
VERIZON SITE NAME
CALL ARIZONA ONE CALL
(800) 782-5348
CALL 3 WORKING DAYS
BEFORE YOU DIG!
R
TITLE SHEET &
PROJECT
INFORMATION
VERIZON PROJECT TYPE
NEW SITE BUILD
CROWN BU #/APP #
PROJECT INFORMATION
SITE ADDRESS:
14010 N EL MIRAGE RD
EL MIRAGE, AZ 85335
LATITUDE: 
33° 36' 35.72″ (33.609922°)
LONGITUDE:
-112° 19' 33.09″ (-112.325858°)
ELEVATION:
1139.7' AMSL
JURISDICTION:
CITY OF EL MIRAGE, AZ
CROWN SITE NAME:
EL MIRAGE
TOWER TYPE:
MONOPOLE
TOWER HEIGHT:
100.0' AGL
ELEVATION OF WORK ON TOWER:
53.0' AGL
POWER COMPANY:
APS
TELCO:
LUMENA TECHNOLOGIES
FIBER MEET ME POINT (LAT, LONG): (33° 36’ 32.97” N, 112° 19’ 33.91” W) ± 20FT
DRIVING DIRECTIONS
FROM: PHOENIX SKY HARBOR INTERNATIONAL AIRPORT
TURN RIGHT ON I-10 W AND PROCEED FOR 14.3 MILES TO EXIT 133B FOR AZ-101
LOOP N. FROM LOOP 101 HEAD WEST ON OLIVE TO EL MIRAGE.  EL MIRAGE NORTH
AND PASS THUNDERBIRD.  TURN LEFT ON VENTURA, THEN THE NEXT LEFT ON 1ST AVE.
SITE WILL BE STRAIGHT AHEAD.
VICINITY MAP
LOCATION MAP
PHO_GENTRY
718616
846102 / 615164
CONTACT INFORMATION
TOWER OWNER:
CROWN CASTLE USA, LLC.
2055 S. STEARMAN DR.
CHANDLER, AZ 85286
EVE ZWEIG
EVE.ZWEIG@CROWNCASTLE.COM
APPLICANT:
VERIZON WIRELESS
6416 ARVILLE ST.
LAS VEGAS, NV 89118
ENGINEER:  
P. MARSHALL & ASSOCIATES, LLC.
6801 PORTWEST DR. - SUITE 100
HOUSTON, TX 77024
CIVIL ENGINEER - ANDREI BARBA, P.E.
PROJECT ENGINEER - REESE MINOGUE
PROJECT CODE - 22CV3N-005
PREPARED FOR
PREPARED BY
6801 PORTWEST DRIVE
#100 HOUSTON, TX 77024
713-677-0964
P. MARSHALL & ASSOCIATES
DEPARTMENT
NAME / SIGNATURE
DATE
LAND OWNER / TOWER OWNER
RF ENGINEER
A&E MANAGER
CONSTRUCTION MANAGER
ZONING / PERMITTING AGENT
GENERAL SITE NOTES
PRIOR TO ACCESSING/ENTERING THE SITE, YOU MUST CONTACT THE CROWN
NOC AT 800-788-7011 AND CROWN CM
(JOHNNY LOPEZ, (480) 734-2419, JOHNNY.LOPEZ@CROWNCASTLE.COM)
BUILDING CODES
DRAWING INDEX
T-1
TITLE SHEET & PROJECT INFORMATION
C-1
GENERAL NOTES
C-2
OVERALL SITE PLAN
C-3
PROPOSED SITE PLAN
C-3A
DETAILED EQUIPMENT PLAN
C-4
TOWER ELEVATION
C-5
ANTENNA ORIENTATION
C-6
EQUIPMENT SPECIFICATIONS
C-6A
EQUIPMENT SPECIFICATIONS
C-6B
EQUIPMENT SPECIFICATIONS
C-6C
EQUIPMENT SPECIFICATIONS
C-6D
EQUIPMENT SPECIFICATIONS
C-7
FOUNDATION NOTES
C-7A
FOUNDATION DETAILS
E-1
ELECTRICAL & GROUNDING NOTES
E-2
OVERALL UTILITY PLAN
E-2A
EQUIPMENT LAYOUT & CONDUIT PLAN
E-2B
CONDUIT DETAILS
E-3
GROUNDING SITE PLAN
E-4
ONE-LINE DIAGRAM
E-5
GROUNDING DETAILS
ATTACHED
FIBER 1-A LETTER
ATTACHED
SITE SURVEY
SCOPE OF WORK
ANTENNA LEVEL:
·
INSTALL (6) JMA WIRELESS MX10FRO860-XX ANTENNA
·
INSTALL (3) ERICSSON AIR6449 ANTENNA W/ INTERNAL RRU
·
INSTALL (3) ERICSSON 8843 RRU
·
INSTALL (3) ERICSSON 4449 RRU
·
INSTALL (3) ERICSSON 4408 RRU
·
INSTALL (1) RAYCAP RCMDC-6627-PF-48 OVP
·
INSTALL (2) 6X12 HYBRID CABLE
·
INSTALL (3) SECTOR MOUNT FRAME
GROUND LEVEL:
·
INSTALL (1) EQUIPMENT CABINET
·
INSTALL (1) BATTERY CABINET
·
INSTALL (1) 20'-0" X 4'-0" CONCRETE PAD
·
INSTALL (1) 6FT WIDE EQUIPMENT FRAME
·
INSTALL (1) RAYCAP RVZDC-4520-RM-48 OVP INSIDE CABINET
·
INSTALL (1) INTERSECT 120/240V, 200A ILC W/ CAM LOK
·
INSTALL (1) 200A METER & DISCONNECT
·
INSTALL (1) 50kW DIESEL GENERATOR & 210 GALLON FUEL TANK
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE
WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE
LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE
CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES:
CODE TYPE                               CODE
BUILDING
2012 IBC
MECHANICAL
2012 IMC
ELECTRICAL
2011 NEC
846102
846102
P. MARSHALL & ASSOCIATES
T-1
DESIGNED: RAM
DRAWN: 
MMB
CHECKED: AB
22CV3N-005
JOB #:
NO.
DATE
REVISIONS
BY
718616
LOCATION CODE:
14010 N EL MIRAGE RD
EL MIRAGE, AZ 85335
PHO_GENTRY
A 12/08/2022
PRELIMINARY
MMB
0
01/24/2023
FINALS
MMB
1
02/06/2023
REVISED FINALS
MMB
2
02/10/2023
REVISED FINALS
MMB
02/16/2023
Firm Registration #: 19819

GENERAL NOTES:
THE GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS BEFORE STARTING WORK.
ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND SHALL BE RESOLVED BEFORE
PROCEEDING WITH THE WORK.  ALL WORK SHALL BE PERFORMED IN A WORKMAN LIKE MANNER IN ACCORDANCE
WITH ACCEPTED CONSTRUCTION PRACTICES.
IT IS THE INTENTION OF THESE DRAWINGS TO SHOW THE COMPLETED INSTALLATION.  THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING, TIES, FORM WORK, ETC.  IN ACCORDANCE WITH ALL
NATIONAL, STATE, AND LOCAL ORDINANCES, TO SAFELY EXECUTE ALL WORK AND SHALL BE RESPONSIBLE FOR SAME.
ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES.
THE CONTRACTOR SHALL USE ADEQUATE NUMBER OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND
EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS
AND METHOD NEEDED FOR PROPER PERFORMANCE OF THE WORK.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL
PERSONS AND PROPERTY.  THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS.  CONSTRUCTION CONTRACTOR FURTHER AGREES TO INDEMNIFY AND HOLD DESIGN
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF
WORK ON THIS PROJECT.
SITE GROUNDING SHALL COMPLY WITH VERIZON WIRELESS GROUNDING STANDARDS, LATEST EDITION, AND COMPLY
WITH VERIZON WIRELESS GROUNDING CHECKLIST, LATEST VERSION.  WHEN NATIONAL AND LOCAL GROUNDING
CODES ARE MORE STRINGENT THEY SHALL GOVERN.
ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETY REQUIREMENTS.  PROCEDURES FOR THE PROTECTION OF
EXCAVATIONS, EXISTING CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION.  IF
TEMPORARY LIGHTING AND MARKING IS REQUIRED BY THE FEDERAL AVIATION ADMINISTRATION (FAA), IT IS THE
CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE NECESSARY LIGHTS AND NOTIFY THE PROPER AUTHORITIES IN THE
EVENT OF A PROBLEM.
ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES AND
ORDINANCES.  THE MOST STRINGENT CODE WILL APPLY IN THE CASE OF DISCREPANCIES OR DIFFERENCES IN THE CODE
REQUIREMENTS.
ANY DAMAGE TO ADJACENT PROPERTIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AMPLE NOTICE TO THE BUILDING INSPECTION DEPARTMENT TO
SCHEDULE THE REQUIRED INSPECTIONS.  A MINIMUM OF 24 HOURS OF NOTICE SHALL BE GIVEN AND THE BUILDING
INSPECTION DEPARTMENTS HAVE REQUESTED THAT GROUPS OF TWO OR THREE SITES BE SCHEDULED AT ONE TIME IF
POSSIBLE.
CONSTRUCTION MANAGER WILL CONFIRM FAA APPROVAL OF TOWER LOCATION BY ISSUING TOWER RELEASE FORM.
NO TOWER SHALL BE CONSTRUCTED UNTIL THE TOWER RELEASE FORM IS ISSUED TO THE CONTRACTOR.
THE COMPLETE BID PACKAGE INCLUDES THESE CONSTRUCTION DRAWINGS ALONG WITH THE FINAL RF DESIGN AND
TOWER STRUCTURAL ANALYSIS.  CONTRACTOR IS RESPONSIBLE FOR REVIEW OF TOTAL BID PACKAGE PRIOR TO BID
SUBMITTAL.
CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES WITHIN CONSTRUCTION LIMITS PRIOR TO
CONSTRUCTION.
THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES.  SILT AND EROSION
CONTROL SHALL BE MAINTAINED ON THE DOWNSTREAM SIDE OF THE SITE AT ALL TIMES.  ANY DAMAGE TO ADJACENT
PROPERTIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.
CLEARING OF TREES AND VEGETATION ON THE SITE SHOULD BE HELD TO A MINIMUM.  ONLY THE TREES NECESSARY FOR
CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED.  ANY DAMAGE TO PROPERTY OUTSIDE THE LEASE PROPERTY
SHALL BE REPAIRED BY THE CONTRACTOR.
ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID.  EXCESS TOPSOIL AND
UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES PRIOR TO
DISPOSAL.
SEEDING AND MULCHING OF THE SITE SHALL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE SITE
DEVELOPMENT.  THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING AN ADEQUATE COVER OF
VEGETATION OVER THE SITE FOR A ONE YEAR PERIOD.
PERMITS:  OBTAIN AND PAY FOR REQUIRED PERMITS, LICENSES, FEES, INSPECTIONS, ETC.
RECORD DRAWINGS:  MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND
INSTALLED.  RECORD CHANGES ON A CLEAN SET OF CONTRACT DRAWINGS WHICH SHALL BE TURNED OVER TO THE
CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT.
THE CONTRACTOR SHALL VISIT THE SITE BEFORE BIDDING ON THE WORK CONTAINED IN THIS DESIGN PACKAGE.
LEGEND
GROUND WIRE
COMPRESSION TYPE CONNECTION
GROUND ROD WITH INSPECTION SLEEVE
GROUND ROD
CADWELD TYPE CONNECTION
CIRCUIT BREAKER
CODED NOTE NUMBER
CHEMICAL GROUND ROD
METER
CONTOUR LINE
PROPERTY LINE / ROW
DISCONNECT SWITCH
LEASE AREA
EASEMENT
FENCE
EXCAVATION & GRADING NOTES:
1.
ALL CUT AND FILL SLOPES SHALL BE 3: 1 MAXIMUM.
2.
ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY HORIZONTAL ON
UNDISTURBED AND UNFROZEN SOIL AND BE FREE FROM LOOSE MATERIAL AND EXCESS GROUND WATER.
DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED IF REQUIRED.
3.
CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL.  IF SOUND SOIL IS NOT REACHED AT
THE DESIGNATED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND
EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION BE FILLED
WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FOUNDATION.
4.
ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER MECHANICALLY COMPACTED
GRANULAR MATERIAL OF CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FOUNDATION.  CRUSHED STONE
MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION.  STONE, IF USED, SHALL NOT BE USED AS COMPILING
CONCRETE THICKNESS.
5.
AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW GRADE, AND BEFORE BACK
FILLING, ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND
SO FORTH.
6.
BACK FILL SHALL BE:
- APPROVED MATERIALS CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND, GRAVEL, OR SOFT SHALE;
- FREE FROM CLODS OR STONES OVER 2-1/2" MAXIMUM DIMENSIONS;
- IN LAYERS AND COMPACTED.
7.
SITE FILL MATERIAL AND FOUNDATION BACK FILL SHALL BE PLACED IN LAYERS, MAXIMUM 6" DEEP BEFORE
COMPACTION.  EACH LAYER SHALL BE SPRINKLED IF REQUIRED AND COMPACTED BY HAND OPERATED OR
MACHINE TAMPERS TO 95% OF MAXIMUM DENSITY, AT THE OPTIMUM MOISTURE CONTENT 2% AS DETERMINED BY
ASTM DESIGNATION D-698, UNLESS OTHERWISE APPROVED.  SUCH BACK FILL SHALL NOT BE PLACED BEFORE 3
DAYS AFTER PLACEMENT OF CONCRETE.
8.
THE FOUNDATION AREA SHALL BE GRADED TO PROVIDE WATER RUNOFF AND PREVENT WATER FROM STANDING.
THE FINAL GRADE SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE FOUNDATION AND SHALL THEN BE COVERED
WITH 4" DEEP COMPACTED STONE OR GRAVEL.
9.
CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL
CITY, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO
PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION
AREA.  THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STAW BALE SEDIMENT BARRIERS AND CHECK DAMS.
10.
FILL PREPARATION: REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL MATERIALS,
OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE PRIOR TO PLACING FILLS.  PLOW STRIP OR
BREAK UP SLOPED SURFACES STEEPER THAT 1 VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL BOND WITH
EXISTING SURFACE.  WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL HAS A DENSITY LESS THAN
THAT REQUIRED FOR FILL, BREAK UP GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTURE-CONDITION OR
AERATE SOIL AND RECOMPACT TO REQUIRED DENSITY.
11.
REPLACE THE EXISTING WEARING SURFACE ON AREAS WHICH HAVE BEEN DAMAGED OR REMOVED DURING
CONSTRUCTION OPERATIONS.  SURFACE SHALL BE REPLACE TO MATCH EXISTING ADJACENT SURFACING AND
SHALL BE OF THE SAME THICKNESS.  NEW SURFACE SHALL BE FREE FROM CORRUGATIONS AND WAVES.  EXISTING
SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED IF INJURIOUS AMOUNTS OF EARTH, ORGANIC
MATERIAL, OF OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE.  FURNISH ALL ADDITIONAL
RESURFACING MATERIAL AS REQUIRED.  BEFORE SURFACING IS REPLACED, SUBGRADE SHALL BE GRADED TO
CONFORM TO REQUIRED SUBGRADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY
COMPACTED.  DEPRESSIONS IN THE SUBGRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED
MATERIAL.  SURFACING SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUBGRADE.
12.
PROTECT EXISTING SURFACING AND SUBGRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE.  USE
PLANKING OR OTHER SUITABLE MATERIALS DESIGNED TO SPREAD EQUIPMENT LOADS.  REPAIR DAMAGE TO
EXISTING GRAVEL SURFACING OR SUBGRADE WHERE SUCH DAMAGE IS DUE TO THE CONTRACTOR'S OPERATIONS.
DAMAGED GRAVEL SURFACING SHALL BE RESTORED TO MATCH THE ADJACENT UNDAMAGED GRAVEL
SURFACING AND SHALL BE OF THE SAME THICKNESS.
13.
DAMAGE TO EXISTING STRUCTURES AND UTILITIES RESULTING FROM CONTRACTOR'S NEGLIGENCE SHALL BE
REPAIRED / REPLACED TO OWNER'S SATISFACTION AT CONTRACTOR'S EXPENSE.
14.
CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERTY OWNER SO AS TO AVOID
INTERRUPTIONS TO PROPERTY OWNER'S OPERATIONS.
15.
ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION.
16.
RIPRAP SHALL BE CLEAN, HARD, SOUND, DURABLE, UNIFORM IN QUALITY, AND FREE OF ANY DETRIMENTAL
QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC
MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCE.
GENERAL NOTES
P. MARSHALL & ASSOCIATES
C-1
DESIGNED: RAM
DRAWN: 
MMB
CHECKED: AB
22CV3N-005
JOB #:
NO.
DATE
REVISIONS
BY
718616
LOCATION CODE:
14010 N EL MIRAGE RD
EL MIRAGE, AZ 85335
PHO_GENTRY
A 12/08/2022
PRELIMINARY
MMB
0
01/24/2023
FINALS
MMB
1
02/06/2023
REVISED FINALS
MMB
2
02/10/2023
REVISED FINALS
MMB
EXISTING
PROPOSED
DEMOLISH
02/16/2023
Firm Registration #: 19819

UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGP
OVERALL SITE PLAN
P. MARSHALL & ASSOCIATES
C-2
DESIGNED: RAM
DRAWN: 
MMB
CHECKED: AB
22CV3N-005
JOB #:
NO.
DATE
REVISIONS
BY
718616
LOCATION CODE:
14010 N EL MIRAGE RD
EL MIRAGE, AZ 85335
PHO_GENTRY
A 12/08/2022
PRELIMINARY
MMB
0
01/24/2023
FINALS
MMB
1
02/06/2023
REVISED FINALS
MMB
2
02/10/2023
REVISED FINALS
MMB
1"=30'-0" (FULL SIZE)
1"=60'-0" (11x17)
30'
15'
0
30'
N
   OVERALL SITE PLAN
FLOOD PLAIN NOTE:
THIS IS SITE IS LOCATED WITHIN
FLOOD ZONE 0.2% ANNUAL CHANCE
FLOOD HAZARD ZONE X
PER FEMA MAP 04013C1680L
DATED 10/16/2013
ELEVATION = 1139.7' AMSL
NEW BUILD GENERAL NOTES:
·
CHECK WITH AUTHORITY HAVING JURISDICTION FOR TRENCH DEPTH. IF
NO REQUIREMENT, THEN REFER TO CROWN STANDARDS. "ALL UTILITY
CONDUIT INSTALLATIONS WILL BE INSTALLED AT A MINIMUM DEPTH OF
30" OR 6" BELOW THE FROST LINE, WHICHEVER IS DEEPEST, BELOW
FINISHED GRADE.
·
ALL TRENCHING WILL BE HAND DUG IN CROWN'S COMPOUND AND
PROPOSED TRENCH SHALL BE TO CROWN CASTLES REQUIREMENTS,
LOCATOR TAPE ADDED AND PLACED 6" TO 12" BELOW FINISHED ROCK
AND COMPACTED. A PRIVATE LOCATOR IS REQUIRED TO LOCATE ANY
UG UTILITIES IN THE PROPOSED PVC TRENCH. NO MACHINERY ALLOWED
IN A CROWN CASTLE COMPOUND.
·
PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM
PREVIOUS PLAN SETS OF FROM ASSESSORS MAPS. CROWN CASTLE HAS
NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIMS
AS TO THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET.
(E) PROPERTY LINE (TYP.)
REF: C-3
(E) 100.0' MONOPOLE TOWER
PARCEL: 50133013K
ZONING: (NR) NATURAL RESERVE
UNDERGROUND CONDUIT ROUTE NOTE:
PROPOSED UNDERGROUND CONDUIT
ROUTE IS SHOWN IN AN APPROXIMATE
LOCATION. REFERENCE CROWN CASTLE
UCR FOR COMPLETE DESIGN.
THUNDERBIRD RD
(E) PROPERTY
ACCESS DRIVEWAY
N EL MIRAGE RD
(E) BUILDING (TYP.)
(P) ESTIMATED LOCATION OF
FIBER HAND HOLE, FIELD
LOCATE BASED ON PROVIDED
1A BY OTHERS
(LAT: 33° 36’ 32.97” N. +/- 20’
LONG: 112° 19’ 33.91” W. +/- 20’)
(E) INCOMING TELCO
HANDHOLE NEAR
PROPERTY LINE
(P) INCOMING FIBER CONDUIT
FROM HANDHOLE AT PROPERTY
LINE TO EQUIPMENT AREA
(E) UTILITY
COVER (TYP.)
(E) TELCO PEDESTAL
(E) PARKING LOT (TYP.)
N 1ST AVE
02/16/2023
Firm Registration #: 19819

UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
UGF
4'-0"
6'-6"
20'-0"
6'-0"
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
5'-0"
10'-0"
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
11'-0"
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
PROPOSED
SITE PLAN
P. MARSHALL & ASSOCIATES
C-3
DESIGNED: RAM
DRAWN: 
MMB
CHECKED: AB
22CV3N-005
JOB #:
NO.
DATE
REVISIONS
BY
718616
LOCATION CODE:
14010 N EL MIRAGE RD
EL MIRAGE, AZ 85335
PHO_GENTRY
A 12/08/2022
PRELIMINARY
MMB
0
01/24/2023
FINALS
MMB
1
02/06/2023
REVISED FINALS
MMB
2
02/10/2023
REVISED FINALS
MMB
ANTENNAS NOT SHOWN FOR CLARITY.
1/4"=1'-0" (FULL SIZE)
1/8"=1'-0" (11x17)
4'
2'
0
4'
N
   EXISTING SITE PLAN
N
   PROPOSED SITE PLAN
ANTENNAS NOT SHOWN FOR CLARITY.
1/4"=1'-0" (FULL SIZE)
1/8"=1'-0" (11x17)
4'
2'
0
4'
(P) INCOMING FIBER
CONDUIT FROM HAND
HOLE TO EQUIPMENT AREA
(P) INCOMING POWER
CONDUIT FROM
UTILITY TO METER
(E) 100.0'
MONOPOLE
TOWER
(E) COMPOUND
BLACK STEEL FENCE
(E) TRANSFORMER
(E) HANDHOLE
(TYP.)
(E) CARRIER
EQUIPMENT
SHELTER
(E) CARRIER ICE
BRIDGE (TYP.)
(E) CARRIER
CONCRETE PAD
(VACANT)
(E) TOWER
FND PAD
(E) UTILITY
FRAME (TYP.)
(E)
DOOR
STOOP
(E) 12'-0" WIDE
DOUBLE SWING GATE
(P) VERIZON EQUIPMENT AREA,
REF: 01 / C-3A
(E) UNDERGROUND
CONDUITS
(E) 100.0'
MONOPOLE
TOWER
(E) COMPOUND
BLACK STEEL FENCE
(E) TRANSFORMER
(E) HANDHOLE
(TYP.)
(E) CARRIER
EQUIPMENT
SHELTER
(E) CARRIER ICE
BRIDGE (TYP.)
(E) CARRIER
CONCRETE PAD
(VACANT)
(E) TOWER
FND PAD
(E) UTILITY
FRAME (TYP.)
(E)
DOOR
STOOP
(E) 12'-0" WIDE
DOUBLE SWING GATE
(E) UNDERGROUND
CONDUITS
(P) UNDERGROUND
COAX / HYBRID
CONDUITS FROM
TOWER TO
EQUIPMENT AREA
02/16/2023
Firm Registration #: 19819

1'-0"
1'-0"
2'-8"
2'-8"
1'-0"
2'-8"
8"
20'-0"
UGF
UGF
UGF
UGF
2'-8"
2'-3"
6'-9"
5"
3'-2"
5"
4'-0"
UGP
UGP
UGP
UGP
DETAILED
EQUIPMENT PLAN
P. MARSHALL & ASSOCIATES
C-3A
DESIGNED: RAM
DRAWN: 
MMB
CHECKED: AB
22CV3N-005
JOB #:
NO.
DATE
REVISIONS
BY
718616
LOCATION CODE:
14010 N EL MIRAGE RD
EL MIRAGE, AZ 85335
PHO_GENTRY
A 12/08/2022
PRELIMINARY
MMB
0
01/24/2023
FINALS
MMB
1
02/06/2023
REVISED FINALS
MMB
2
02/10/2023
REVISED FINALS
MMB
CONDUITS ARE SHOWN SCHEMATICALLY, CONTRACTOR
TO FIELD VERIFY PRIOR TO CONSTRUCTION.
3/4"=1'-0" (FULL SIZE)
3/8"=1'-0" (11x17)
1'
0
6"
1'
   DETAILED SITE PLAN
01
C-3A
(P) VERIZON 6FT
EQUIPMENT H-FRAME
ANTENNAS NOT SHOWN FOR CLARITY.
(P) VERIZON
200A ILC PANEL
(P) INCOMING POWER
CONDUIT FROM
UTILITY TO METER
(P) CAM LOK GEN
PLUG CONNECTOR
(P) 50kW GENERATOR
& 210 GAL. DIESEL
FUEL TANK W/ SSM
(FUTURE)
VERIZON
CABINET
(P) VERIZON
BATTERY
CABINET
(P) VERIZON
EQUIPMENT
CABINET
(P) INCOMING FIBER
CONDUIT FROM HAND
HOLE TO EQUIPMENT AREA
(P) VERIZON 20'-0" X 4'-0"
EQUIPMENT CONCRETE PAD
(P) VERIZON
UTILITY METER
(P) VERIZON
200A DISCONNECT
(P) UNDERGROUND COAX /
HYBRID CONDUITS FROM
TOWER TO EQUIPMENT AREA
02/16/2023
Firm Registration #: 19819

A
A
A
A
A
A
B
C
D
A
C
B
TOWER ELEVATION
P. MARSHALL & ASSOCIATES
C-4
DESIGNED: RAM
DRAWN: 
MMB
CHECKED: AB
22CV3N-005
JOB #:
NO.
DATE
REVISIONS
BY
718616
LOCATION CODE:
14010 N EL MIRAGE RD
EL MIRAGE, AZ 85335
PHO_GENTRY
A 12/08/2022
PRELIMINARY
MMB
0
01/24/2023
FINALS
MMB
1
02/06/2023
REVISED FINALS
MMB
2
02/10/2023
REVISED FINALS
MMB
ANTENNAS & ANTENNA MOUNT SHOWN ONLY FOR
REFERENCE. REFER TO FINAL ANTENNA ORIENTATION
FOR ACTUAL ANTENNA LAYOUT & ORIENTATION.
ADJUST PLACEMENT OF RRU & OVP BOXES AS
REQUIRED SO THAT THE CLIMBING LADDER WILL NOT
BE IMPEDED.
PROPOSED SOUTH TOWER ELEVATION
PM&A HAS NOT PERFORMED A TOWER
STRUCTURAL EVALUATION FOR THIS PROJECT. REFER
TO THE TOWER STRUCTURAL ANALYSIS BY OTHERS.
CONTRACTOR TO ENSURE THAT ALL VERIZON
TOWER MOUNTED EQUIPMENT IS BELOW THE
TOWER LIGHTING BEACON & COMPLIANT WITH
ALL REGULATORY REQUIREMENTS.
DO NOT OBSTRUCT BEACON IF TOWER IS LIT.
PM&A HAS NOT PERFORMED A MOUNT
STRUCTURAL EVALUATION FOR THIS PROJECT. REFER
TO THE MOUNT STRUCTURAL ANALYSIS BY OTHERS.
1/8"=1'-0" (FULL SIZE)
1/16"=1'-0" (11x17)
8'
4'
0
8'
EXISTING TOWER HEIGHT = 100.0' A.G.L.
PROPOSED VERIZON ANTENNA HEIGHT = 53.0' A.G.L.
(P) VERIZON EQUIPMENT AREA,
REF: 01 / C-3A
(P) VERIZON
PANEL ANTENNAS
(E) CARRIER
PANEL ANTENNAS
(TYP.)
(E) 100.0' MONOPOLE
TOWER
(P) (2) 6X12 HYBRID CABLE INSTALLED
OUTSIDE MONOPOLE TOWER
(E) CARRIER OMNI
ANTENNA (TYP.)
(E) CARRIER
MW ANTENNA
(E) CARRIER
MW ANTENNA
EXISTING HIGHEST APPURTENANCE = 110-10" A.G.L.
02/16/2023
Firm Registration #: 19819

ANTENNA
ORIENTATION
P. MARSHALL & ASSOCIATES
C-5
DESIGNED: RAM
DRAWN: 
MMB
CHECKED: AB
22CV3N-005
JOB #:
NO.
DATE
REVISIONS
BY
718616
LOCATION CODE:
14010 N EL MIRAGE RD
EL MIRAGE, AZ 85335
PHO_GENTRY
A 12/08/2022
PRELIMINARY
MMB
0
01/24/2023
FINALS
MMB
1
02/06/2023
REVISED FINALS
MMB
2
02/10/2023
REVISED FINALS
MMB
N
ANTENNA ORIENTATION
QTY
OVPs
1
PROPOSED RAYCAP RCMDC-6627-PF-48
(ANTENNA LEVEL)
1
PROPOSED RAYCAP RVZDC-4520-RM48
 (GROUND LEVEL)
QTY
RRUs
3
PROPOSED ERICSSON 4449 RRU (700 & 850 MHz)
3
PROPOSED ERICSSON 8843 RRU (1900 & 2100 MHZ)
3
PROPOSED ERICSSON 4408 RRU (3500 MHZ)
CONTRACTOR TO MATCH
THE LENGTHS OF HYBRID
JUMPERS WITH THE
CORRECT SECTORS AS
REQUIRED. RRU'S & OVP'S
TO BE MOUNTED IN A
MANNER NOT TO INTERFERE
WITH THE TOWER CLIMBING
APPARATUS
FINAL ANTENNA & CABLE CONFIGURATION
SECTOR
AZIMUTH
RAD
CENTER
LABEL
QTY
EQUIPMENT MODELS
TECHNOLOGY
CABLE SIZE & QUANTITY
ALPHA
01
20°
53.0'
A1
1
PROPOSED JMA WIRELESS
MX10FRO860-03 (ANTENNA)
700 MHz LTE
850 MHz LTE / 5G
1900 MHz PCS LTE
3500 MHz CBRS
-
20°
A2
1
PROPOSED JMA WIRELESS
MX10FRO860-03 (ANTENNA)
700 MHz LTE
850 MHz LTE / 5G
2100 MHz AWS / AWS3 LTE
-
20°
A3
1
PROPOSED ERICSSON
AIR6449 (ANTENNA W/ RADIO)
L-SUB6 5G
-
-
-
1
PROPOSED ERICSSON
4449 (REMOTE RADIO UNIT)
700 MHz LTE
850 MHz LTE
-
-
-
1
PROPOSED ERICSSON
8843 (REMOTE RADIO UNIT)
1900 MHz PCS LTE
2100 MHz AWS LTE / AWS3 LTE
-
-
-
1
PROPOSED ERICSSON
4408 (REMOTE RADIO UNIT)
3500 MHz CBRS
-
-
-
1
PROPOSED RAYCAP
RCMDC-6627-PF-48 (OVP)
-
PROPOSED (2) 6X12
HYBRID FIBER / DC CABLE
(±110' LENGTH)
SECTOR
AZIMUTH
RAD
CENTER
LABEL
QTY
EQUIPMENT MODELS
TECHNOLOGY
CABLE SIZE & QUANTITY
BETA
02
145°
53.0'
B1
1
PROPOSED JMA WIRELESS
MX10FRO860-03 (ANTENNA)
700 MHz LTE
850 MHz LTE / 5G
1900 MHz PCS LTE
3500 MHz CBRS
-
145°
B2
1
PROPOSED JMA WIRELESS
MX10FRO860-03 (ANTENNA)
700 MHz LTE
850 MHz LTE / 5G
2100 MHz AWS / AWS3 LTE
-
145°
B3
1
PROPOSED ERICSSON
AIR6449 (ANTENNA W/ RADIO)
L-SUB6 5G
-
-
-
1
PROPOSED ERICSSON
4449 (REMOTE RADIO UNIT)
700 MHz LTE
850 MHz LTE
-
-
-
1
PROPOSED ERICSSON
8843 (REMOTE RADIO UNIT)
1900 MHz PCS LTE
2100 MHz AWS LTE / AWS3 LTE
-
-
-
1
PROPOSED ERICSSON
4408 (REMOTE RADIO UNIT)
3500 MHz CBRS
-
SECTOR
AZIMUTH
RAD
CENTER
LABEL
QTY
EQUIPMENT MODELS
TECHNOLOGY
CABLE SIZE & QUANTITY
GAMMA
03
265°
53.0'
C1
1
PROPOSED JMA WIRELESS
MX10FRO860-03 (ANTENNA)
700 MHz LTE
850 MHz LTE / 5G
1900 MHz PCS LTE
3500 MHz CBRS
-
265°
C2
1
PROPOSED JMA WIRELESS
MX10FRO860-03 (ANTENNA)
700 MHz LTE
850 MHz LTE / 5G
2100 MHz AWS / AWS3 LTE
-
265°
C3
1
PROPOSED ERICSSON
AIR6449 (ANTENNA W/ RADIO)
L-SUB6 5G
-
-
-
1
PROPOSED ERICSSON
4449 (REMOTE RADIO UNIT)
700 MHz LTE
850 MHz LTE
-
-
-
1
PROPOSED ERICSSON
8843 (REMOTE RADIO UNIT)
1900 MHz PCS LTE
2100 MHz AWS LTE / AWS3 LTE
-
-
-
1
PROPOSED ERICSSON
4408 (REMOTE RADIO UNIT)
3500 MHz CBRS
-
1/2"=1'-0" (FULL SIZE)
1/4"=1'-0" (11x17)
2'
2'
1'
0
GAMMA SECTOR
AZIMUTH = 265°
BETA SECTOR
AZIMUTH = 145°
ALPHA SECTOR
AZIMUTH = 20°
B3
B2
B1
C3
C2
C1
(E)
MONOPOLE
TOWER
(P) VERIZON OVP
(1 TOTAL)
(P) VERIZON SECTOR MOUNT
PER STRUCTURAL ANALYSIS
(TYP.- 1 PER SECTOR, 3 TOTAL)
(P) VERIZON RRU
(TYP.- 1 PER SECTOR, 3 TOTAL)
(P) VERIZON RRU
(TYP.- 1 PER SECTOR, 3 TOTAL)
(P) VERIZON ANTENNA
(TYP.- 2 PER SECTOR, 6 TOTAL)
A1
A2
A3
(P) VERIZON ANTENNA W/ RADIO
(TYP.- 1 PER SECTOR, 3 TOTAL)
(P) VERIZON RRU
(TYP.- 1 PER SECTOR, 3 TOTAL)
STRUCTURAL ANALYSIS NOTES:
1.
THE DESIGN DEPICTED IN THESE DRAWINGS IS VALID WHEN
ACCOMPANIED BY A CORRESPONDING PASSING
STRUCTURAL ANALYSIS.
2.
CONSTRUCTION MANAGER / GENERAL CONTRACTOR
SHALL REVIEW THE ANALYSIS FOR ANY CONDITIONS PRIOR
TO INSTALLATION AND NOTIFY EOR OF ANY DISCREPANCIES.
02/16/2023
Firm Registration #: 19819

EQUIPMENT
SPECIFICATIONS
P. MARSHALL & ASSOCIATES
C-6
DESIGNED: RAM
DRAWN: 
MMB
CHECKED: AB
22CV3N-005
JOB #:
NO.
DATE
REVISIONS
BY
718616
LOCATION CODE:
14010 N EL MIRAGE RD
EL MIRAGE, AZ 85335
PHO_GENTRY
A 12/08/2022
PRELIMINARY
MMB
0
01/24/2023
FINALS
MMB
1
02/06/2023
REVISED FINALS
MMB
2
02/10/2023
REVISED FINALS
MMB
ANTENNA SPECIFICATIONS
REMOTE RADIO UNIT SPECIFICATIONS
FRONT
SIDE
TOP
FRONT
SIDE
TOP
ERICSSON RADIO 4449
ERICSSON RADIO 8843
REMOTE RADIO UNIT SPECIFICATIONS
JMA WIRELESS MX10FRO860-03
A
A
HEIGHT
DEPTH
WIDTH
ERICSSON RADIO 4408
ERICSSON AIR6449
DEPTH
WIDTH
HEIGHT
REMOTE RADIO UNIT SPECIFICATIONS
DEPTH
WIDTH
HEIGHT
ANTENNA W/ INTERNAL RADIO SPECIFICATIONS
HEIGHT
WIDTH
DEPTH
HEIGHT
WIDTH
DEPTH
OVP SPECIFICATIONS
RAYCAP OVP BOX
FRONT
TOP
HEIGHT
WIDTH
DEPTH
02/16/2023
Firm Registration #: 19819

EQUIPMENT
SPECIFICATIONS
P. MARSHALL & ASSOCIATES
C-6A
DESIGNED: RAM
DRAWN: 
MMB
CHECKED: AB
22CV3N-005
JOB #:
NO.
DATE
REVISIONS
BY
718616
LOCATION CODE:
14010 N EL MIRAGE RD
EL MIRAGE, AZ 85335
PHO_GENTRY
A 12/08/2022
PRELIMINARY
MMB
0
01/24/2023
FINALS
MMB
1
02/06/2023
REVISED FINALS
MMB
2
02/10/2023
REVISED FINALS
MMB
ANTENNA MOUNTING DETAIL
GPS MOUNTING DETAIL
SECTOR MOUNT SPECIFICATIONS (OR SIMILAR)
NEW RRH
ANTENNA
MOUNTING PIPE
RRH MOUNTING PLATE
PIPE MOUNT BRACKET
NEW ANTENNA
MOUNTING BRACKET
(SUPPLIED W/
ANTENNA)
NEW RRH
ANTENNA
MOUNTING PIPE
MOUNTING BRACKET
(SUPPLIED W/ ANTENNA)
GPS ANTENNA
1 1
4" NOMINAL DIAMETER
(1.66" ACTUAL O.D.) X 2'-0"
MAX SCH. 40 GALVANIZED
STEEL MOUNTING PIPE
# 6 AWG GROUND
WIRE TO CADWELD
COAX GROUND KIT
COAX CABLE
USE BAND AND BUTTERFLY
CONNECTION TO SECURE
GPS CABLE AND GROUND
WIRE TO ICE BRIDGE POST
AS REQUIRED
UNIVERSAL PIPE
ADAPTER KIT
NOT USED
NOT USED
PER STRUCTURAL ANALYSIS
02/16/2023
Firm Registration #: 19819

EQUIPMENT
SPECIFICATIONS
P. MARSHALL & ASSOCIATES
C-6B
DESIGNED: RAM
DRAWN: 
MMB
CHECKED: AB
22CV3N-005
JOB #:
NO.
DATE
REVISIONS
BY
718616
LOCATION CODE:
14010 N EL MIRAGE RD
EL MIRAGE, AZ 85335
PHO_GENTRY
A 12/08/2022
PRELIMINARY
MMB
0
01/24/2023
FINALS
MMB
1
02/06/2023
REVISED FINALS
MMB
2
02/10/2023
REVISED FINALS
MMB
CHARLES CUBE-BB48E2XV1
SIGNAGE DETAILS
BATTERY CABINET SPECIFICATIONS
EQUIPMENT CABINET SPECIFICATIONS
FRONT
SIDE
CHARLES CUBE-SS4B228LX1
84.7"
30.4"
52.5"
32.6"
32.0"
TOP
32.6"
32.0"
63.6"
FRONT
SIDE
32.1"
31.6"
5.9"
72.3"
30.0"
32.3"
6.9"
BOTTOM
32.6"
32.0"
25.0"
22.0"
(4) 0.75"Ø
32.3"
65.1"
32.1"
TOP
30.0"
31.6"
BOTTOM
27.5"
29.0"
(4) 0.63"Ø
”
” 
”
” 
”
” 
” 
” 
 
”
 
”
” 
”
” 
”
” 
” 
” 
NOTICE
CAUTION
Beyond This Point you are
entering a controlled area where RF
emissions may exceed the FCC
General Population Exposure Limits.
Follow all posted signs and site guidelines
for working in an RF environment
Ref. 47CFR 1.1307(b)
Beyond This Point you are
entering a controlled area where RF
emissions may exceed the FCC
Occupational Exposure Limits.
Obey all posted signs and site guidelines
for working in an RF environment
Ref. 47CFR 1.1307(b)
NOTICE SIGN
CAUTION SIGN
S
T
A
Y
WARNING!
DANGER DO NOT TOUCH TOWER!
SERIOUS "RF" BURN HAZARD!
MAINTAIN AN ADEQUATE
CLEARANCE BETWEEN TOWER
SUPPORTS AND GUY WIRES
FAILURE TO OBEY ALL POSTED SIGNS AND SITE
GUIDELINES FOR WORKING IN A RADIO
FREQUENCY ENVIRONMENT COULD RESULT IN
SERIOUS INJURY. CONTACT CURRENT MAY
EXCEED LIMITS PRESCRIBED IN ANSI/FEE
C95-1-1992 FOR CONTROLLED ENVIRONMENTS.
PROPERTY OF VERIZON
AUTHORIZED
PERSONNEL ONLY
ALERTING SIGN
INFO SIGN #5
F
E
E
T
INFORMATION
Verizon Wireless operates telecommunications antennas at this location.
Remain at least 3 feet away from any antenna and obey all posted signs.
Contact the owner(s) of the antenna(s) before working closer than 3 feet
from the antennas.
Contact Verizon Wireless at ___________________prior to performing
any maintenance or repairs near Verizon Wireless antennas. This is
Site#___________________.
Contact the management office if this door/hatch/gate if found unlocked.
INFORMACION
En esta propiedad se obican antenas de telecumunicasiones operadas por Verizon
Wireless. Favor de mantener una distancia de no menos de 3 pies y obedecer
todos los avisos.
Comuniquese con el propietario o los propietarios de las antennas antes de
trabajar o caminar a una distancia de menos de 3 pies de la antena.
Comuniquese con Verizon Wireless__________________antes de realizar
culquier mantenimiento o reparaciones cerca de las antenas de Verizon Wireless.
Esta es la estacion base numero__________________
Favor comunicarce con la oficina de la administracion del edificio si esta puerta
o compuerta se encuentra sin candado.
ACTIVE ANTENNAS ARE MOUNTED
ON THE OUTSIDE OF THIS BUILDING
BEHIND THIS PANEL
ON THIS STRUCTURE
STAY BACK A MINIMUM
OF 3 FEET
FROM THESE ANTENNAS
Contact Verizon Wireless at _____________ and
follow their instructions prior to performing any
maintenance or repairs closer than 3 feet from
the antennas.
This is Verizon Wireless site#_____________
INFORMATION
A
N
T
E
N
N
A
INFO SIGN #1
INFO SIGN #2
INFO SIGN #4
INFO SIGN #3
F
R
O
M
B
A
C
K
STRUCTURE TYPE
3
GUYED / SELF SUPPORT /
MONOPOLE / MONO[TREE]
HIGH VOLTAGE
TRANSMISSION TOWERS
LIGHT POLES / FLAG POLES
WOOD UTILITY POLES
NON-WOOD UTILITY POLES
ENTRANCE
GATES, SHELTER
DOORS, OR
ON THE
OUTDOOR
CABINETS
GENERAL SIGNAGE GUIDELINES
INFO SIGN #1
CLIMBING SIDE
OF THE TOWER
NO SIGNAGE ON
THE TOWER
ON THE POLE,
NO LESS THAN
3FT BELOW THE
ANTENNA
ON BACK OF
ANTENNAS
ON SIDE OF
ANTENNAS
NOTICE SIGN       CAUTION SIGN
ON SHELTER
DOOR OR ON
ONE OUTDOOR
EQUIPMENT
CABINET
AT THE HEIGHT
OF THE FIRST
CLIMBING STEP,
MIN. 9FT. ABOVE
GROUND
PER UTILITY POLE OWNER
REQUIREMENTS
PER UTILITY POLE OWNER
REQUIREMENTS
NOTES FOR ROOFTOP SITES:
1. EITHER NOTICE OR CAUTION SIGNS NEED TO BE POSTED AT EACH SECTOR AS CLOSE AS POSSIBLE TO THE OUTER EDGE OF THE STRIPED OFF AREA OR THE OUTER
ANTENNAS OF THE SECTOR.
2. IF ROOFVIEW SHOWS: ONLY BLUE = NOTICE SIGN, BLUE AND YELLOW = CAUTION SIGN, ONLY YELLOW = CAUTION SIGN TO BE INSTALLED.
3. SHOULD THE REQUIRED STRIPING AREA INTERFERE WITH ANY STRUCTURES OR EQUIPMENT (A/C, VENTS, ROOF HATCH, DOORS, OTHER ANTENNAS, DISHES, ETC.),
PLEASE NOTIFY VERIZON TO MODIFY THE STRIPING AREA, PRIOR TO STARTING THE WORK.
DIAGONAL YELLOW
STRIPING
TOWERS
INFO SIGN #2
INFO SIGN #3
INFO SIGN #4
INFO SIGN #5
IN CASE OF EMERGENCY, OR PRIOR TO
PERFORMING MAINTENANCE ON THIS
SITE, CALL 1-800-264-6620 (N.O.C.) AND
REFERENCE CELL SITE NUMBER ______
DANGER
FLAMMABLE
LIQUIDS
DIESEL FUEL
210 GALLONS
DANGER
DIESEL FUEL
NO SMOKING
NO OPEN FLAME
PLACE ON (2) VISIBLE SIDES OF
NEW GENERATOR TANK
15" X 12" SIGN
PLACE ON (2) VISIBLE SIDES OF
NEW GENERATOR TANK
18" X 18" SIGN
PLACE ON VISIBLE SIDE OF
NEW GENERATOR TANK
10" X 7" SIGN
CONTRACTOR TO PROVIDE
REQUIRED SIGNAGE FOR ELECTRICAL
PANELS, DISCONNECTS, TRANSFER
SWITCHES, ETC. PER NATIONAL
ELECTRIC CODE ARTICLE 700.7
REQUIRED LABELING & SIGNAGE
1   0
2
02/16/2023
Firm Registration #: 19819

EQUIPMENT
SPECIFICATIONS
P. MARSHALL & ASSOCIATES
C-6C
DESIGNED: RAM
DRAWN: 
MMB
CHECKED: AB
22CV3N-005
JOB #:
NO.
DATE
REVISIONS
BY
718616
LOCATION CODE:
14010 N EL MIRAGE RD
EL MIRAGE, AZ 85335
PHO_GENTRY
A 12/08/2022
PRELIMINARY
MMB
0
01/24/2023
FINALS
MMB
1
02/06/2023
REVISED FINALS
MMB
2
02/10/2023
REVISED FINALS
MMB
200A INTEGRATED LOAD CENTER SPECIFICATIONS
Pulsar Series 458
Transient Voltage
Pulsar Series 458
Transient Voltage
S urge Suppressor
S urge Suppressor
Pulsar Series 458
Transient Voltage
S urge Suppressor
Pulsar Series 458
Transient Voltage
S urge Suppressor
STATUS OK
L1
L2
STATUS OK
L1
L2
STATUS OK
L1
L2
STATUS OK
L1
L2
ASCO

02/16/2023
Firm Registration #: 19819

EQUIPMENT
SPECIFICATIONS
P. MARSHALL & ASSOCIATES
C-6D
DESIGNED: RAM
DRAWN: 
MMB
CHECKED: AB
22CV3N-005
JOB #:
NO.
DATE
REVISIONS
BY
718616
LOCATION CODE:
14010 N EL MIRAGE RD
EL MIRAGE, AZ 85335
PHO_GENTRY
A 12/08/2022
PRELIMINARY
MMB
0
01/24/2023
FINALS
MMB
1
02/06/2023
REVISED FINALS
MMB
2
02/10/2023
REVISED FINALS
MMB
GENERATOR SPECIFICATIONS
02/16/2023
Firm Registration #: 19819

FOUNDATION
NOTES
P. MARSHALL & ASSOCIATES
C-7
DESIGNED: RAM
DRAWN: 
MMB
CHECKED: AB
22CV3N-005
JOB #:
NO.
DATE
REVISIONS
BY
718616
LOCATION CODE:
14010 N EL MIRAGE RD
EL MIRAGE, AZ 85335
PHO_GENTRY
A 12/08/2022
PRELIMINARY
MMB
0
01/24/2023
FINALS
MMB
1
02/06/2023
REVISED FINALS
MMB
2
02/10/2023
REVISED FINALS
MMB
REINFORCED CONCRETE
1.
PROVIDE REINFORCED CONCRETE CONFORMING TO THE FOLLOWING STANDARDS (EDITION AS
REFERENCED BY DESIGN BUILDING CODE):
ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS
ACI 318, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
ACI 302.1R, GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION
ACI 360R, DESIGN OF SLABS-ON-GROUND
2.
CONCRETE SHALL BE NORMAL WEIGHT AND HAVE THE FOLLOWING PROPERTIES:
MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: 
4,500 PSI AT 28 DAYS
SLUMP:
5"±1"
AIR ENTRAINMENT: 
2-3% BY VOLUME
WATER-TO-CEMENT RATIO:
0.55 MAXIMUM
3.
PROPORTIONS OF CONCRETE MATERIALS SHALL BE SUITABLE FOR THE INSTALLATION METHOD UTILIZED
AND SHALL RESULT IN DURABLE CONCRETE FOR RESISTANCE TO LOCAL ANTICIPATED AGGRESSIVE
ACTIONS. THE DURABILITY REQUIREMENTS OF ACI 318 CH. 4 SHALL BE SATISFIED BASED ON THE
CONDITIONS EXPECTED AT THE SITE.
4.
CEMENT SHALL BE PORTLAND CEMENT, ASTM C150, TYPE I OR II.
5.
FULLY DOCUMENT AND SUBMIT FOR REVIEW THE PROPOSED MATERIALS AND MIX DESIGN FOR ALL
CONCRETE.  THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE REQUIRED DESIGN STRENGTH.  ALL
CONCRETE TEST DATA MUST BE AVAILABLE AT THE JOB SITE.
6.
THE USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IS NOT PERMITTED.
7.
AGGREGATE SHALL BE CLEAN AND WELL-GRADED AND CONFORM TO AASTM C-33. MAXIMUM COARSE
AGGREGATE SIZE SHALL BE 3/4".
8.
CONCRETE MIXING, TRANSPORTING, PLACING, AND CURING SHALL BE DONE IN ACCORDANCE WITH
THE RECOMMENDATIONS OF ACI 301. READY-MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN
ACCORDANCE WITH REQUIREMENTS OF ASTM C94 OR ASTM C685.
9.
SLUMP TEST SHALL BE PERFORMED ON-SITE TO ENSURE WORKABILITY OF CONCRETE.
10.
SAMPLES FOR STRENGTH TEST SHALL BE TAKEN IN ACCORDANCE WITH ASTM C172. CYLINDERS FOR
STRENGTH TESTS SHALL BE MOLDED AND LABORATORY CURED IN ACCORDANCE WITH ASTM C31 AND
TESTED IN ACCORDANCE WITH ASTM C39. CYLINDERS TO BE BROKEN ON DAYS 7 AND 28. TWO
ADDITIONAL CYLINDERS SHOULD BE AVAILABLE FOR ANY ADDITIONAL TESTING. A SUFFICIENT SAMPLING
OF CONCRETE SHALL BE TAKEN TO ENSURE A FAIR REPRESENTATION OF THE CONCRETE USED FOR ALL
SLUMP AND COMPRESSION TESTS. NON-CONFORMING MATERIAL SHALL NOT BE ACCEPTED BY
CONTRACTOR.
11.
CONCRETE SHALL BE PLACED IN A MANNER THAT WILL PREVENT SEGREGATION OF CONCRETE
MATERIALS, INFILTRATION OF WATER OR SOIL, AND OTHER OCCURRENCES THAT MAY DECREASE THE
STRENGTH OR DURABILITY OF THE CONCRETE.
12.
ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR APPROVED BY THE EOR.
13.
CONTRACTOR SHALL PLACE CONCRETE IN A CONTINUOUS POUR. NO COLD JOINTS ARE ALLOWED.
14.
CHAMFER OR ROUND ALL EXPOSED CORNERS A MINIMUM OF 3/4”.
15.
SHOP DRAWINGS SHALL FULLY DETAIL REINFORCING BARS IN ACCORDANCE WITH ACI 315, DETAILING
OF CONCRETE REINFORCEMENT, AND ACI 318,  BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE.
16.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. PROVIDE WELDED WIRE FABRIC IN FLAT SHEETS
(NOT ROLLS). LAP WELDED WIRE FABRIC A MINIMUM OF 8 INCHES.
17.
ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS ASTM A615, GRADE 60 (60,000 PSI
MINIMUM YIELD). ALL REINFORCING SHALL BE FREE FROM MUD, OIL, AND NON-METALLIC COATINGS AT
THE TIME OF POUR.
18.
NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AS AUTHORIZED BY THE EOR.
19.
LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 40 BAR DIAMETERS, UNLESS NOTED OTHERWISE.
20. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS.
21. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE
DRAWINGS.
22. REBAR CHAIRS MUST BE USED TO ENSURE MINIMUM COVER. THE USE OF CONCRETE BLOCKS IS NOT
PERMITTED.
23. REINFORCEMENT SHALL BE PROPERLY PLACED PRIOR TO ANY CONCRETE PLACEMENT. REINFORCING
SHALL BE BRACED TO RETAIN PROPER DIMENSIONS DURING HANDLING AND THROUGHOUT PLACEMENT
OF CONCRETE. "STICKING" DOWELS, ANCHOR RODS OR OTHER EMBEDDED ITEMS INTO WET CONCRETE IS
NOT PERMITTED.
24. ALL BAR LENGTHS ARE NOT DRAWN TO SCALE.
25. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS
SHOWN OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST EARTH:
3”
FORMED CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 THROUGH #18 BARS:
2”
#5 BARS AND SMALLER:
1 1/2”
26. WELDING IS PROHIBITED ON REINFORCING STEEL AND EMBEDMENTS.
27. MAINTAIN THE TEMPERATURE OF CAST-IN-PLACE CONCRETE AT BETWEEN 50°F TO 90°F. IF COLDER OR
HOTTER CONDITIONS EXIST, THE CONCRETE MIX DESIGN SHALL BE ADJUSTED ACCORDINGLY.
28. IN COLD WEATHER CONDITIONS, WORK SHALL BE IN ACCORDANCE WITH ACI 306.1-90 (REAPPROVED
2002). SEE ACI 306 FOR DESCRIPTION OF COLD WEATHER CONDITIONS.
29. SULFATE RESISTANT CEMENT SHALL BE USED IN AREAS WHICH ARE KNOWN TO HAVE HIGH SULFATES IN
SOIL AND GROUND WATER.
30. DO NOT USE RETEMPERED CONCRETE.
FOUNDATIONS
1.
FOUNDATIONS AND SLABS-ON-GRADE ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF
2,000 PSF. THIS VALUE SHOULD BE VERIFIED BY A REGISTERED GEOTECHNICAL ENGINEER PRIOR TO
FOUNDATION CONSTRUCTION. IF ACTUAL VALUES ARE LESS THAN THE DESIGN BEARING PRESSURE,
CONTACT THE EOR.
2.
THE DESIGN OF FOUNDATIONS AND SLABS-ON-GRADE IS BASED ON AN ALLOWABLE SOIL BEARING
PRESSURE OF 2000 PSF PRESUMPTIVE SOIL VALUES GIVEN IN 2012 IBC.
3.
AFTER EXCAVATION, IF THE CONDITION OF THE SOILS DOES NOT MEET THE RECOMMENDED DESIGN
CRITERIA STATED IN THE GEOTECHNICAL REPORT, NOTIFY THE STRUCTURAL ENGINEER OF RECORD SO THAT
THE FOUNDATIONS MAY BE REDESIGNED IF NECESSARY.
4.
FOUNDATION DESIGN ASSUMES FIELD INSPECTIONS WILL BE PERFORMED TO VERIFY THAT CONSTRUCTION
MATERIALS, INSTALLATION METHODS AND ANY ASSUMED DESIGN PARAMETERS ARE ACCEPTABLE BASED
UPON CONDITIONS EXISTING AT THE SITE.
5.
THE GEOTECHNICAL ENGINEER MUST VERIFY THE CONDITION AND/OR ADEQUACY OF ALL SUBGRADES,
FILLS, AND BACKFILLS PRIOR TO THE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS, WALLS, ETC.
6.
CONTACT THE EOR IF THE BOTTOM OF FOUNDATION ELEVATION AS SHOWN ON DRAWINGS OCCURS IN
DISTURBED, UNSUITABLE, OR UNSTABLE SOIL.
7.
IF ANY INTERFERENCE APPEARS BETWEEN EXISTING FOUNDATIONS AND THE SPECIFIED DESIGN, NOTIFY THE
STRUCTURAL ENGINEER OF RECORD SO THAT THE FOUNDATIONS MAY BE REDESIGNED AS REQUIRED.
8.
THE CONTRACTOR SHALL VERIFY FROST LINE AND FOOTING DEPTH REQUIREMENTS WITH THE JURISDICTION
HAVING AUTHORITY PRIOR TO CONSTRUCTION.
9.
SIDES OF FOUNDATIONS MUST BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING.  FOUNDATIONS
PLACED AGAINST THE EARTH REQUIRE THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVATIONS AS
APPROVED BY THE GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING BEFORE AND DURING
CONCRETE PLACEMENT.
10.
WHERE FOOTING STEPS ARE NECESSARY, SLOPE NO STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL.
11.
LOOSE MATERIAL SHALL BE REMOVED FROM BOTTOM OF EXCAVATION PRIOR TO CONCRETE PLACEMENT.
CONCRETE SHALL BE PLACED ON THE UNDISTURBED SOIL OR COMPACTED FILL. LOOSE CUTTINGS SHALL BE
REMOVED SIDES OF EXCAVATION PRIOR TO CONCRETE PLACEMENT. UNDER NO CIRCUMSTANCES SHALL
CONCRETE FALL THROUGH WATER.
12.
FOUNDATION BACKFILL SHALL BE PLACED IN 6" MAXIMUM LAYERS AND COMPACTED TO 95% OF
MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698 (STANDARD PROCTOR). ADDITIONALLY,
STRUCTURAL BACKFILL MUST HAVE A MINIMUM COMPACTED UNIT WEIGHT OF 125 LBS PER CUBIC FOOT.
13.
PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING CONSTRUCTION, AND UTILITIES SHALL BE
ESTABLISHED PRIOR TO FOUNDATION INSTALLATION.
SITE DEVELOPMENT & FINISHING
1.
ALL CUT AND FILL SLOPES SHALL BE 2 : 1 MAXIMUM.
2.
HAND DIG ALL EXCAVATIONS AND TRENCHES IN AREAS SUSPECTED TO CONTAIN EXISTING
GROUNDING CONDUCTORS, GROUND RODS, POWER/TELECOM CABLES OR OTHER BURIED UTILITIES.
3.
ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY HORIZONTAL ON
UNDISTURBED AND UNFROZEN SOIL AND BE FREE FROM LOOSE MATERIAL AND EXCESS GROUND
WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED IF REQUIRED.
4.
CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL. IF SOUND SOIL IS NOT
REACHED AT THE DESIGNATED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED
TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL
OR THE EXCAVATION BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE
FOUNDATION.
5.
ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER MECHANICALLY
COMPACTED GRANULAR MATERIAL OR CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE
FOUNDATION. CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. STONE, IF
USED, SHALL NOT BE USED AS COMPILING CONCRETE THICKNESS.
6.
AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW GRADE, AND BEFORE
BACK FILLING, ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION,
TRASH, DEBRIS, AND SO FORTH.
7.
BACK FILL SHALL BE:
-
APPROVED MATERIALS CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND, GRAVEL, OR SOFT
SHALE;
-
FREE FROM CLODS OR STONES OVER 2-1/2" MAXIMUM DIMENSIONS;
-
IN LAYERS AND COMPACTED.
8.
ALL BORROWED FILL MATERIAL SHALL BE EQUAL TO STATE SPECIFICATION FOR TYPE A, GRADE 1 OR 2,
COMPACTED TO 95% PROCTOR DENSITY. WHERE TRENCHING IS REQUIRED, BACKFILLING WITH
MATERIALS EXCAVATED FROM THE TRENCH WILL BE PERMITTED UNLESS OTHERWISE DIRECTED BY THE
PROJECT MANAGER. ALL TRENCH BACKFILLING SHOULD BE COMPACTED IN LIFTS NOT TO EXCEED 6"
COMPACTED DEPTH AND TO 95% PROCTOR DENSITY FLUSH TO THE SURFACE OF THE FINISHED
COMPACTED SUB-GRADE.
9.
SITE FILL MATERIAL AND FOUNDATION BACK FILL SHALL BE PLACED IN LAYERS, MAXIMUM 6" DEEP
BEFORE COMPACTION. EACH LAYER SHALL BE SPRINKLED IF REQUIRED AND COMPACTED BY HAND
OPERATED OR MACHINE TAMPERS TO < 15% OF MAXIMUM DENSITY, AT THE OPTIMUM MOISTURE
CONTENT ±2% AS DETERMINED BY ASTM  DESIGNATION D-698, UNLESS OTHERWISE APPROVED. SUCH
BACK FILL SHALL NOT BE PLACED FOR A MINIMUM OF 3 DAYS AFTER PLACEMENT OF CONCRETE
(MINIMUM OF 28 DAYS FOR RETAINING WALLS).
10.
THE FOUNDATION AREA SHALL BE GRADED TO PROVIDE WATER RUNOFF AND PREVENT WATER FROM
STANDING. THE FINAL GRADE SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE FOUNDATION AND
SHALL THEN BE COVERED WITH 4" DEEP COMPACTED STONE OR GRAVEL.
11.
CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED
BY LOCAL, CITY, AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS
AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE
CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALE SEDIMENT
BARRIERS AND CHECK DAMS.
12.
FILL PREPARATION: REMOVE ALL VEGETATION, TOP SOIL, DEBRIS, WET AND UNSATISFACTORY SOIL
MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE PRIOR TO
PLACING FILLS. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4
HORIZONTAL SO FILL MATERIAL WILL BOND WITH EXISTING SURFACE. WHEN SUBGRADE OR EXISTING
GROUND SURFACE TO RECEIVE FILL HAS A DENSITY LESS THAN THAT REQUIRED FOR FILL, BREAK UP
GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTURE-CONDITION OR AERATE SOIL AND
RECOMPACT TO REQUIRED DENSITY.
02/16/2023
Firm Registration #: 19819

A
-
FOUNDATION
DETAILS
P. MARSHALL & ASSOCIATES
C-7A
DESIGNED: RAM
DRAWN: 
MMB
CHECKED: AB
22CV3N-005
JOB #:
NO.
DATE
REVISIONS
BY
718616
LOCATION CODE:
14010 N EL MIRAGE RD
EL MIRAGE, AZ 85335
PHO_GENTRY
A 12/08/2022
PRELIMINARY
MMB
0
01/24/2023
FINALS
MMB
1
02/06/2023
REVISED FINALS
MMB
2
02/10/2023
REVISED FINALS
MMB
CONCRETE SLAB DETAIL
NOT TO SCALE
EQUIPMENT CONNECTION DETAIL
NOT TO SCALE
PROPOSED 5/8" DIAMETER, HILTI KWIK BOLT 3 WEDGE
ANCHOR WITH 2-3/4" NOMINAL EMBEDMENT (ICC
ESR-1917). TO BE INSTALLED IN EACH CORNER OF
CABINET (4 TOTAL) WITH MINIMUM 8" EDGE DISTANCE.
EQUIPMENT CABINET
STEEL WASHER
LOCK WASHER
CONCRETE PAD
2-3/4"
EMBEDMENT
(2) #6 (TYP.)
COMPACTED FILL
6" COMPACTED
GRAVEL (TYP.)
#4 STIRRUP
@ 16" O.C.
#6 @ 12" O.C. E.W.
#6 @ 12" O.C.
(30"X12" BENT BAR)
(2) #6 CONTINUOUS
TYP. @ TOP & BOTTOM
6 X 6 - W2.1 X W2.1
@ TOP OF SLAB
PROVIDE 3/4" CHAMFER AT
ALL EXPOSED EDGES (TYP.)
8"
3" (BOTTOM
OF REBAR)
3" TYP.
1'-3"
1'-9"
2'-0"
3"
2"
3" TYP.
SEE PLAN
SEE PLAN
A-A SECTION
02/16/2023
Firm Registration #: 19819

GENERAL
ELECTRICAL &
GROUNDING NOTES
P. MARSHALL & ASSOCIATES
E-1
DESIGNED: RAM
DRAWN: 
MMB
CHECKED: AB
22CV3N-005
JOB #:
NO.
DATE
REVISIONS
BY
718616
LOCATION CODE:
14010 N EL MIRAGE RD
EL MIRAGE, AZ 85335
PHO_GENTRY
A 12/08/2022
PRELIMINARY
MMB
0
01/24/2023
FINALS
MMB
1
02/06/2023
REVISED FINALS
MMB
2
02/10/2023
REVISED FINALS
MMB
ELECTRICAL INSTALLATION NOTES:
1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE LOCAL
CODES.
2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED.
3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA.
4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND TELCORDIA.
5. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS.
6. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E., HOTS), GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE
LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION,
OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA.
7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL EQUIPMENT SHALL BE
LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH
CIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID'S).
8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVED
LAMACOID PLASTIC LABELS.
9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES.
10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (#14 AWG OR
LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 C (WET AND DRY) OPERATION;
LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED.
11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (#6 AWG OR LARGER), 600 V, OIL
RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE RATED FOR 90 C (WET AND DRY) OPERATION; LISTED
OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED.
12. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 AWG OR LARGER),
600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 C (WET AND DRY) OPERATION; WITH OUTER
JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED.
13. ALL POWER AND POWER GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMAS
AND BETTS (OR EQUAL).  LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75 C (90 C IF AVAILABLE).
14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND
NEC.
15. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80
FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS.
16. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC CONDUIT (RIGID PVC,
SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS.
17. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE.
18. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT
BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE
TRAFFIC.
19. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS
OR FLEXIBILITY IS NEEDED.
20. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED.  SETSCREW
FITTINGS ARE NOT ACCEPTABLE.
21. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE,
AND NEC.
22. WIREWAYS SHALL BE EPOXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE
PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS.
23. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPOXY-COATED SHEET STEEL,
SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS
24. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPOXY-COATED, OR NON-CORRODING; SHALL MEET OR
EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS.
25. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER)
INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS.
26. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING
WORK ON THE AC POWER DISTRIBUTION PANELS.
27. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE
WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY.
GROUNDING NOTES:
1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC POWER GES'S) SHALL BE
BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC.
2. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND
ELECTRODE SYSTEMS. TESTING SHALL BE IN ACCORDANCE WITH SPECIFICATION 24782-000-3PS-EG00-00001. USE OF OTHER METHODS MUST BE
PRE-APPROVED BY CONTRACTOR IN WRITING.
3. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS
OR LESS. WHEN ADDING ELECTRODES, CONTRACTOR SHALL MAINTAIN A MINIMUM DISTANCE BETWEEN THE ADDED ELECTRODE AND ANY
OTHER EXISTING ELECTRODE EQUAL TO THE BURIED LENGTH OF THE ROD. IDEALLY, CONTRACTOR SHALL STRIVE TO KEEP THE SEPARATION
DISTANCE EQUAL TO TWICE THE BURIED LENGTH OF THE RODS.
4. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO
PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT.
5. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING
ACROSS THE DISCONTINUITY WITH #6 AWG COPPER WIRE AND UL APPROVED GROUNDING TYPE CONDUIT CLAMPS.
6. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR.  STRANDED COPPER CONDUCTORS WITH
GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT.
7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED.  BACK-TO-BACK CONNECTIONS ON OPPOSITE SIDES OF THE
GROUND BUS ARE PERMITTED.
8. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS.
9. USE OF 90 BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45 BENDS CAN BE ADEQUATELY SUPPORTED.
IN ALL CASES, BENDS SHALL BE MADE WITH A MINIMUM BEND RADIUS OF 8 INCHES.
10. EACH INTERIOR BTS CABINET FRAME/PLINTH SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH #6 AWG STRANDED,
GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES. EACH OUTDOOR CABINET FRAME/PLINTH SHALL BE DIRECTLY CONNECTED TO
THE BURIED GROUND RING WITH # 2 AWG SOLID TIN-PLATED COPPER WIRE.
11. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING, SHALL BE #2 AWG SOLID TIN-PLATED
COPPER UNLESS OTHERWISE INDICATED.
12. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. CONNECTIONS TO ABOVE GRADE EXTERIOR
UNITS SHALL BE MADE WITH EXOTHERMIC WELDS WHERE PRACTICAL OR WITH 2 HOLE MECHANICAL TYPE BRASS CONNECTORS WITH STAINLESS
STEEL HARDWARE, INCLUDING SET SCREWS. HIGH PRESSURE CRIMP CONNECTORS MAY ONLY BE USED WITH WRITTEN PERMISSION FROM
VERIZON MARKET REPRESENTATIVE.
13. EXOTHERMIC WELDS SHALL BE PERMITTED ON TOWERS ONLY WITH THE EXPRESS APPROVAL OF THE TOWER MANUFACTURER OR THE
CONTRACTORS STRUCTURAL ENGINEER.
14. ALL WIRE TO WIRE GROUND CONNECTIONS TO THE INTERIOR GROUND RING SHALL BE FORMED USING HIGH PRESS CRIMPS OR SPLIT BOLT
CONNECTORS WHERE INDICATED IN THE DETAILS.
15. ON ROOFTOP SITES WHERE EXOTHERMIC WELDS ARE A FIRE HAZARD COPPER COMPRESSION CAP CONNECTORS MAY BE USED FOR WIRE
TO WIRE CONNECTORS. 2 HOLE MECHANICAL TYPE BRASS CONNECTORS WITH STAINLESS STEEL HARDWARE, INCLUDING SET SCREWS SHALL BE
USED FOR CONNECTION TO ALL ROOFTOP BTS EQUIPMENT AND STRUCTURAL STEEL.
16. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR
USING TWO HOLED MECHANICAL TYPE BRASS CONNECTORS AND STAINLESS STEEL HARDWARE.
17. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND
CONNECTIONS.
18. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL.
19. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN
ACCORDANCE WITH THE NEC.
20. BOND ALL METALLIC OBJECTS WITHIN 6 FT OF THE BURIED GROUND RING WITH # 2 SOLID AWG TIN-PLATED COPPER GROUND CONDUCTOR.
21. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC
OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS
OR FLOORS.  WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC
MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED.  WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NON-METALLIC CONDUIT
PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT WITH LISTED BONDING
FITTINGS.
02/16/2023
Firm Registration #: 19819

UGF
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OVERALL UTILITY
PLAN
P. MARSHALL & ASSOCIATES
E-2
DESIGNED: RAM
DRAWN: 
MMB
CHECKED: AB
22CV3N-005
JOB #:
NO.
DATE
REVISIONS
BY
718616
LOCATION CODE:
14010 N EL MIRAGE RD
EL MIRAGE, AZ 85335
PHO_GENTRY
A 12/08/2022
PRELIMINARY
MMB
0
01/24/2023
FINALS
MMB
1
02/06/2023
REVISED FINALS
MMB
2
02/10/2023
REVISED FINALS
MMB
N
  OVERALL UTILITY PLAN
1/4"=1'-0" (FULL SIZE)
1/8"=1'-0" (11x17)
4'
2'
0
4'
CONDUITS ARE SHOWN SCHEMATICALLY, CONTRACTOR
TO FIELD VERIFY PRIOR TO CONSTRUCTION.
CONDUIT KEY NOTES:
QTY: 1 (P) 3" SCH 40 PVC CONDUIT 36" UNDERGROUND FROM
EXISTING UTILITY TRANSFORMER TO PROPOSED VERIZON
METER & DISCONNECT. CONTRACTOR TO COORDINATE
EXACT ROUTE WITH UTILITY COMPANY, CROWN CM &
VERIZON CM PRIOR TO CONSTRUCTION (± 30 FT).
QTY: 2 (P) 4" SCH 40 PVC CONDUIT 36" UNDERGROUND W/
DETECTABLE INNER-DUCT AND 3/4" MULE TAPE FROM
PROPOSED FIBER HANDHOLE TO FIBER TELCO BOX.
CONTRACTOR TO COORDINATE EXACT ROUTE WITH CROWN
CM & VERIZON CM PRIOR TO CONSTRUCTION (± 350 FT).
1
2
3
(P) ESTIMATED LOCATION OF
FIBER HAND HOLE, FIELD
LOCATE BASED ON PROVIDED
1A BY OTHERS
(LAT: 33° 36’ 32.97” N. +/- 20’
LONG: 112° 19’ 33.91” W. +/- 20’)
(P) UNDERGROUND JUMPER FIBER
CONDUIT FROM EXISTING HANDHOLE
TO NEW FIBER HANDHOLE
2
1
3
(P) VERIZON
EQUIPMENT
CABINET
(E) ESTIMATED
LOCATION OF FIBER
HANDHOLE
(P) VERIZON
UTILITY METER AND
200A DISCONNECT
(E) 100.0'
MONOPOLE
TOWER
(E) COMPOUND
BLACK STEEL FENCE
(E) TRANSFORMER
(E) HANDHOLE
(TYP.)
(E) CARRIER
EQUIPMENT
SHELTER
(E) CARRIER ICE
BRIDGE (TYP.)
(E) CARRIER
CONCRETE PAD
(VACANT)
(E) TOWER
FND PAD
(E) UTILITY
FRAME (TYP.)
(E)
DOOR
STOOP
(E) 12'-0" WIDE
DOUBLE SWING GATE
(E) UNDERGROUND
CONDUITS
1
QTY: 2 (P) 4" SCH 40 PVC CONDUIT 36" UNDERGROUND FROM
PROPOSED VERIZON EQUIPMENT CABINET TO  PROPOSED
DOGHOUSE AT BASE OF TOWER. CONTRACTOR TO INSTALL
(2) 6X12 HYBRID CABLES IN CONDUITS. COORDINATE EXACT
ROUTE WITH CROWN CM & VERIZON CM PRIOR TO
CONSTRUCTION (± 50 FT).
3
QTY: 1 (P) 4" SCH 40 PVC CONDUIT 36" UNDERGROUND FROM
FUITURE VERIZON CABINET TO PROPOSED DOGHOUSE AT
BASE OF TOWER. CONTRACTOR TO INSTALL PULL TAPE FOR
FUTURE CABLE INSTALL. COORDINATE EXACT ROUTE WITH
CROWN CM & VERIZON CM PRIOR TO CONSTRUCTION (± 50 FT).
4
4
FUTURE
EQUIPMENT
CABINET
02/16/2023
Firm Registration #: 19819

4
3
F
G
H
I
E
J
2
C
B
1
5
A
K
D
L
EQUIPMENT
LAYOUT &
CONDUIT PLAN
P. MARSHALL & ASSOCIATES
E-2A
DESIGNED: RAM
DRAWN: 
MMB
CHECKED: AB
22CV3N-005
JOB #:
NO.
DATE
REVISIONS
BY
718616
LOCATION CODE:
14010 N EL MIRAGE RD
EL MIRAGE, AZ 85335
PHO_GENTRY
A 12/08/2022
PRELIMINARY
MMB
0
01/24/2023
FINALS
MMB
1
02/06/2023
REVISED FINALS
MMB
2
02/10/2023
REVISED FINALS
MMB
N
   CONDUIT PLAN
NOT TO SCALE
EQUIPMENT LEGEND
NO
EQUIPMENT
1
PRIMARY CABINET
2
BATTERY CABINET
3
ILC PANEL
4
GENERATOR
5
FUTURE CABINET
NOTE:
1. WHEN H-FRAME IS INSTALLED ADJACENT TO CABINET
PAD, INTERCONNECTING CONDUITS SHALL BE
INSTALLED AT OR ABOVE GRADE.
(P) GPS ANTENNA
CAM LOK CONNECTOR
ENCLOSURE (GEN PLUG)
CONDUITS ARE SHOWN SCHEMATICALLY, CONTRACTOR
TO FIELD VERIFY PRIOR TO CONSTRUCTION.
CONDUIT SCHEDULE
NO
SIZE
FROM
TO
A
2"
DISCONNECT SWITCH
ILC PANEL
B
(2) 4"
FIBER HANDHOLE
PRIMARY CABINET
C
3"
PRIMARY CABINET
BATTERY CABINET
D
(2) 4"
PRIMARY CABINET
TOWER
E
(2) 2"
PRIMARY CABINET
ILC PANEL
F
1/2"
EXT. LIGHT (X4)
ILC PANEL
G
1/2"
GFCI RECEPT. (X2)
ILC PANEL
H
(2) 1"
GENERATOR
ILC PANEL
I
2"
GENERATOR
ILC PANEL
J
1"
PRIMARY CABINET
ILC PANEL
K
3"
UTILITY TRANSFORMER
DISCONNECT SWITCH
L
(1) 4"
FUTURE CABINET
TOWER
UTILITY METER
& 200A DISCONNECT
(P) VERIZON 6FT
EQUIPMENT H-FRAME
02/16/2023
Firm Registration #: 19819

CONDUIT
DETAILS
P. MARSHALL & ASSOCIATES
E-2B
DESIGNED: RAM
DRAWN: 
MMB
CHECKED: AB
22CV3N-005
JOB #:
NO.
DATE
REVISIONS
BY
718616
LOCATION CODE:
14010 N EL MIRAGE RD
EL MIRAGE, AZ 85335
PHO_GENTRY
A 12/08/2022
PRELIMINARY
MMB
0
01/24/2023
FINALS
MMB
1
02/06/2023
REVISED FINALS
MMB
2
02/10/2023
REVISED FINALS
MMB
HYBRID CONDUIT DETAIL
NOT TO SCALE
PROPOSED CONDUIT
STUB-UP (TYP)
TOP OF
SLAB
6"
2"
CONDUIT STUB-UP DETAIL
NOT TO SCALE
RIGID STEEL TO
PVC ADAPTOR
RIGID STEEL
CONDUIT
(RIGID STEEL CONDUIT
PLUG FOR SPARE
CONDUIT)
GRADE
PVC SCHEDULE 40
SIZE AS SHOWN
ON LAYOUTS
RIGID STEEL
CONDUIT
COUPLING
UNDERGROUND STUB-UP
NOT TO SCALE
COMPACTED SAND BED
(SEE NOTE 1)
CAUTIONARY TAPE
COMPACTED BACKFILL
W/ SATISFACTORY NATIVE
OR IMPORTED SOIL
(TYP)
3" (MIN)
4"
FINISHED GRADE OR GROUND
COVER, MATCH SLOPE AND
THICKNESS OF EXISTING
NOTES: 1.
UNDISTURBED SOIL
* CONDUIT SIZE, TYPE, QUANTITY AND SEPARATION
DIMENSION TO BE VERIFIED WITH LOCAL UTILITY
COMPANY REQUIREMENTS & CROWN CASTLE CM
LEAN CONCRETE, RED-COLORED TOP, MAY BE USED
IN PLACE OF COMPACTED SAND.
TRENCH
6" (MIN)
(TYP)
36"
MIRAFI 500X GEOFABRIC
UNDERLAYMENT
36"
POWER
TELCO
CONDUITS FOR
TELEPHONE, ELECTRICAL &
ANTENNA SHARING
WHERE APPLICABLE*
DIRECT BURIED CONDUIT
NOT TO SCALE
PROPOSED HYBRID FIBER CABLE TO BE
ROUTED FROM EQUIPMENT CABINET TO
PROPOSED DOGHOUSE VIA UNDERGROUND
CONDUIT. PENETRATE CABINET PER
MANUFACTURER RECOMMENDATIONS.
MIN. 2' BEND RADIUS
FOR HYBRID CABLE (TYP.)
PROPOSED
EQUIPMENT CABINET
FINISHED
GRADE
EXISTING MONOPOLE
TOWER
ROUTE HYBRID CABLE TO
PROPOSED WAVEGUIDE
ALONG TOWER FACE
PROPOSED CABLE
DOGHOUSE
02/16/2023
Firm Registration #: 19819

A
C
G
I
D
F
B
E
H
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
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G
G
G
G
G
G
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G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GROUNDING PLAN
P. MARSHALL & ASSOCIATES
E-3
DESIGNED: RAM
DRAWN: 
MMB
CHECKED: AB
22CV3N-005
JOB #:
NO.
DATE
REVISIONS
BY
718616
LOCATION CODE:
14010 N EL MIRAGE RD
EL MIRAGE, AZ 85335
PHO_GENTRY
A 12/08/2022
PRELIMINARY
MMB
0
01/24/2023
FINALS
MMB
1
02/06/2023
REVISED FINALS
MMB
2
02/10/2023
REVISED FINALS
MMB
1
N
   GROUNDING PLAN
NOT TO SCALE
ALL EXTERIOR GROUND LEADS ABOVE
GRADE SHALL BE ENCASED IN CONDUIT
& CRIMPED TO DETER THEFT
CODED DRAWING NOTES
#2 AWG BARE TINNED SOLID COPPER GROUND RING BURIED 30" BELOW GRADE (TYP).
BOND ALL ICE BRIDGE & H-FRAME POSTS TO GROUND RING (TYP).
PROPOSED COPPER GROUND BAR.
PROPOSED #2 AWG STRANDED GREEN INSULATED COPPER WIRE FROM PROPOSED
EQUIPMENT TO GROUND RING. GROUND EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS.
GROUND EQUIPMENT CABINET PER MANUFACTURER'S SPECIFICATIONS.
N/A
BOND GROUND BAR TO GROUND RING WITH #2 AWG SOLID BARE TINNED COPPER WIRE.
PROPOSED GROUND ROD (TYP).
PROPOSED GROUND ROD WITH INSPECTION WELL (TYP).
BOND PROPOSED VERIZON GROUND RING TO EXISTING MAIN GROUND RING.
1
2
3
4
5
6
7
8
9
10
   TYPICAL ANTENNA GROUNDING PLAN
NOT TO SCALE
GROUNDING LEGEND
#6 AWG STRANDED & INSULATED
GROUND BUS BAR
MECHANICAL CONNECTION
GROUND LEADS ARE SHOWN SCHEMATICALLY,
CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTION.
9
10
3
8
(P) VERIZON 6FT
EQUIPMENT H-FRAME
(P) VERIZON
EQUIPMENT
CABINET
(P) VERIZON
BATTERY
CABINET
(FUTURE)
VERIZON
CABINET
(P) CAM LOK GEN
PLUG CONNECTOR
(P) VERIZON
200A ILC PANEL
(P) 50kW GENERATOR
& 210 GAL. DIESEL
FUEL TANK W/ SSM
(P) ANTENNA (TYP.)
(P) RRU (TYP.)
(P) OVP (TYP.)
(E)
TOWER
(P) GROUND BAR (TYP.)
(P) MAIN GROUND BAR
(P) VERIZON 200A
UTILITY METER
(P) VERIZON 200A
DISCONNECT
4
4
4
2
4
4
4
4
7
5
5
10
02/16/2023
Firm Registration #: 19819

ONE-LINE DIAGRAM
P. MARSHALL & ASSOCIATES
E-4
DESIGNED: RAM
DRAWN: 
MMB
CHECKED: AB
22CV3N-005
JOB #:
NO.
DATE
REVISIONS
BY
718616
LOCATION CODE:
14010 N EL MIRAGE RD
EL MIRAGE, AZ 85335
PHO_GENTRY
A 12/08/2022
PRELIMINARY
MMB
0
01/24/2023
FINALS
MMB
1
02/06/2023
REVISED FINALS
MMB
2
02/10/2023
REVISED FINALS
MMB
COMMON VzW DC PLANT RECTIFIER REQUIREMENTS
RECTIFIER
INPUT FLA CURRENT AT 240 VAC
(EACH RECTIFIER)
2 RECT / BRANCH CIRCUIT
(PREFERRED APPROACH)
1 RECT / BRANCH CIRCUIT
(ALT APPROACH)
GE 75A (NE075AC48xxxx or sim)
22 AMPS (MAX)
60A/2P #6 THHN
30A/2P #10 THHN
NOTES:
1.
ALL EQUIPMENT SHALL BE NEMA 3R RATED.
2.
ALL EQUIPMENT SHALL BE LIGHTNING PROTECTED IN ACCORDANCE WITH TIA-222-G AND VERIZON WIRELESS STANDARDS.
3.
CONDUCTOR SIZES AND DISTANCES HAVE BEEN SIZED FOR 3% MAX VOLTAGE DROP (TOTAL SYSTEM VOLTAGE DROP ON
BOTH FEEDERS AND BRANCH CIRCUITS TO THE FARTHEST DEMAND SHALL NOT EXCEED 5%).
4.
WIRE SIZING AND MAXIMUM DISTANCE FROM GENERATOR TO ILC ASSUMES POWER FACTOR OF 0.9.
5.
BELOW GRADE CONDUIT SHALL BE SCHEDULE 80 PVC. ABOVE GRADE CONDUIT SHALL BE GALVANIZED RIGID CONDUIT.
BELOW GRADE PVC CONDUIT SHALL TRANSITION TO GRC PRIOR TO RISING ABOVE GRADE. ALL BENDS SHALL HAVE A
MINIMUM 24" RADIUS. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. VERIFY CONDUIT TYPE
WITH LOCAL CONSTRUCTION MANAGER AND ADJUST IF NECESSARY. ALL CONDUIT SHALL MEET NEC, STATE, AND LOCAL
CODE REQUIREMENTS AS REQUIRED.
TO UTILITY POWER SOURCE
200A
50KW
GEN
VERIZON WIRELESS
50kW DIESEL GENERATOR
3-#3/0 AWG
#6 AWG EG
2" CONDUIT
(185 LF MAX)
1" CONDUIT FOR GEN CONTROLS & ALARMS
200A
4-#12 AWG,1-#12 AWG EG,
1" CONDUIT (FOR GEN HEATER & BATT. CHARGER)
NOTE: THE GENERATOR USED IN
CONJUNCTION WITH A 2-POLE ILC
WITH A SOLID NEUTRAL IS NOT A
SEPARATELY DERIVED SYSTEM. AS
SUCH, DO NOT BOND THE NEUTRAL
TO GROUND AT THE GENERATOR
50KW 120/240 V, DIESEL
GENERATOR WITH 200A MAIN
BREAKER. GENERATOR IS IN A
NEMA 3R ENCLOSURE. SUPPLIED
WITH 1500W 120V BLOCK HEATER.
3-#3/0 AWG
#6 AWG EG
2" CONDUIT
M
UTILITY METER 120/240 VAC
PRIMARY
CABINET
8-#6 AWG, 1-#6 AWG EG, IN (1) 2" CONDUIT
FOR 4 RECTIFIER CIRCUITS DE-RATED 70%
8-#6 AWG, 1-#6 AWG EG, IN (1) 2" CONDUIT
FOR 4 RECTIFIER CIRCUITS DE-RATED 70%
SERVICE
DISCONNECT/
CIRCUIT BREAKER
GEN MAIN DISCONNECT/
FUSED SWITCH
GFCI
RECPT.
LIGHT
3-#12 AWG
#12 AWG EG
1" CONDUIT
12-#6 AWG (6 PAIRS)
#6 AWG EG
2" LMFC
1" CONDUIT FOR ILC ALARMS
NOTES:
*
ADD (1) ADDITIONAL 2" CONDUIT FOR
DARK FIBER (2 TOTAL) IF REQUIRED BY
LOCAL MARKET FACILITIES, VERIFY PRIOR TO
CONSTRUCTION. (ADD 2 PULL STRINGS TO
EACH CONDUIT)
**
VERIFY EBH REQUIREMENTS WITH TELCO
PROVIDER PRIOR TO CONSTRUCTION. (ADD
2 PULL STRINGS TO EACH CONDUIT)
FIBER HANDHOLE/
MEET-ME POINT
AT ROW
VZW FIBER HANDHOLE (OR
JUNCTION BOX ON
COMMON USE UTILITY
FRAME) IN COMPOUND
VZW EQUIPMENT
TERMINATION POINT
(18"X18" FIBER JUNCTION BOX
FOR DARK FIBER OR CHARLES
CABINET AS NEEDED FOR EBH)
EBH DEMARC
(IF REQUIRED, VERIFY
REQUIREMENTS WITH EBH
PROVIDER)
(2) 4" CONDUIT FOR
DARK FIBER *
AND (1) 2" CONDUIT
FOR EBH IF NEEDED **
(2) 4" CONDUIT
(FOR DARK FIBER OR
EBH AS NEEDED)
(1) 2" CONDUIT
(FOR EBH IF NEEDED)
(1) 2" RGC STRAIGHT RUN AT GRADE (CLAMP TO
EQUIPMENT FRAME POSTS), TRANSITION TO 2"
LMFC AT EACH FOR EQUIPMENT CABINET
CONNECTIONS
PRIMARY CABINET
OVP-12
1-1/2" LMFC FOR FIBER
AND ALARM (SHIELDED
CAT 5) AS NEEDED
ATT CIENA
1-1/4" TELCO SEAL TIGHT
CONDUIT (TYP.)
1-1/4" FIBER FEED SEAL TIGHT
CONDUIT (TYP.)
1-1/4"  SEAL
TIGHT CONDUIT
(TYP.)
ELECTRICAL SINGLE LINE DIAGRAM
NOT TO SCALE
FIBER SINGLE LINE DIAGRAM
NOT TO SCALE
ELECTRICAL LOAD ANALYSIS (ILC)
NOT TO SCALE
OVP-12
(TYP.)
1-#3/0 GROUND IN 1" PVC
CONDUIT TO GROUND RING
N
E
L
200A
200A
PROPOSED 200A ILC, 120/240V,
1PH, 3W, NEMA3R. 3-SOURCE
POWER TRANSFER SWITCH.
AUTOMATIC TRANSFER BETWEEN
UTILITY AND STANDBY POWER
SOURCES. MANUAL TRANSFER
BETWEEN STANDBY SOURCES.
PORTABLE GENERATOR
CONNECTION DEVICE
(CAMLOK TYPE) ON ATS
#2 CU GND TO
GROUND RING
200A
INTEGRATED
LOAD
CENTER
02/16/2023
Firm Registration #: 19819

GROUNDING
DETAILS
P. MARSHALL & ASSOCIATES
E-5
DESIGNED: RAM
DRAWN: 
MMB
CHECKED: AB
22CV3N-005
JOB #:
NO.
DATE
REVISIONS
BY
718616
LOCATION CODE:
14010 N EL MIRAGE RD
EL MIRAGE, AZ 85335
PHO_GENTRY
A 12/08/2022
PRELIMINARY
MMB
0
01/24/2023
FINALS
MMB
1
02/06/2023
REVISED FINALS
MMB
2
02/10/2023
REVISED FINALS
MMB
SOLID COPPER WIRE
TEST LOOP
SCHEDULE 40 PVC
GROUND ROD
4" OF LOOSE GRAVEL
REMOVABLE COVER
8" DIAMETER
FOR GROUND RING. EXTEND
NOTCH 2" ABOVE CONDUCTOR
1" WIDE SLOT CUT SMOOTH
GROUND RING
#2 AWG BCW
CADWELD
FINISHED GRADE
#2 AWG BARE TINNED
GROUND RING
#2 AWG BCW
5/8" 
x 10'-0" LONG
GROUND ROD COPPERWELD
CADWELD
GRADE
MIN.
#2 AWG BCW
CADWELD (TYP.)
CABLE TO CABLE
CADWELD
(TYP.)
#6 AWG STRANDED COPPER
COAX CABLE GROUNDING
3.  
2.  
NOTES:
CABLE TO RBS
TYPE & PART # AS SUPPLIED OR RECOMMENDED BY
GROUNDING KIT & WEATHER PROOFING KIT SHALL BE
ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR
DO NOT INSTALL CABLE GROUND KIT AT A BEND.
1.  
GROUND CONDUCTOR
CLAMP KIT
WEATHERPROOFING KIT
CABLE TO ANTENNA
CABLE MANUFACTURER.
DIRECTIONS:
1. MOUNT BONDING BUSHING ONTO CONDUIT
2. TIGHTEN  BOND BUSHING SET SCREW
3. INSERT COPPER CONDUCTOR INTO LUG
4. TIGHTEN LUG CONDUCTOR SCREW
5. TIGHTEN BONDING LUG SCREW
NOTE: BONDING BUSHING, SET SCREW, LUG,
LUG SCREW, COND. LUG SCREW, SHOWN
AS COMPLETE UNIT.
BONDING
LUG SCREW
BONDING BUSHING (MANUF. T & B P/N BG80X
OR APPROVED EQUAL) NOTE: X SUBSTITUTED
FOR CONDUIT SIZE
BONDING BUSHING
SET SCREW
LUG
CONDUCTOR
SCREW
BONDING BUSHING
LUG
COPPER BONDING
CONDUCTOR
ANGLE SHOWN TO ILLUSTRATE WELD
AT THE LOWEST POINT ON THE BAR
#6 AWG STRANDED Cu
WIRE WITH GREEN, 600V,
THWN INSULATION FROM
COAX CABLE GROUND KITS
GROUND BAR ON WALL,
FLOOR  OR ON ANTENNA
TOWER
FLAT WASHER
LOCK WASHER
NUT
3/8"  
STAINLESS 
STEEL BOLT
FLAT WASHER
COMPRESSION TYPE 
TWO HOLE COPPER 
GROUND LUG
METALLIC CONDUIT
(RGS, IMC, EMT, FLEX)
#2 AWG SOLID TINNED
TO TOWER STEEL OR
GROUND RING
MECHANICAL CONNECTION
@ TOP/INTERMEDIATE GROUND
BARS. EXOTHERMIC WELD @
BOTTOM GROUND BAR
GROUND CONDUCTORS TO BE CONNECTED
TO GROUND BAR BY (2) 3/8"® x 1 1/4" LG
BOLTS, SEE DETAIL THIS PAGE
GROUND BAR OR
EQUIPMENT
#2 GROUND
CONDUCTOR
MECHANICAL GROUND CONNECTION
NOT TO SCALE
CONDUIT BOND/GROUND BUSHING
NOT TO SCALE
GROUND BAR INSTALLATION
NOT TO SCALE
GROUND ROD INSPECTION WELL
NOT TO SCALE
GROUND ROD DETAIL
NOT TO SCALE
FENCE GROUNDING
NOT TO SCALE
COAX CABLE GROUND KIT
NOT TO SCALE
GROUND RING
#2 AWG BCW
02/16/2023
Firm Registration #: 19819