HomeMy WebLinkAboutOV1802935"'%-
oPO�ALLEY AR�0 TOWN OF ORO VALLEY
COMMUNITY DEVELOPMENT & PUBLIC WORKS DEPARTMENT
" 11000 N. LA CANADA DRIVE, ORO VALLEY, AZ. 85737
PHONE: (520) 229-4800 FAX: (520) 742-1022
'. www.orovalleyaz.gov
MOUNDED A91%
1.2 GENERAL APPLICATION FORM Office
OV Case #: 0A 1 �(
Application
Type
,<
❑
Major General Plan Amendment
❑
Final Plat f ^..r S�
❑
Rezoning/PAD Amendment
❑
Pre -Application
s
❑
Planned Area Development
❑
Zoning Verification 1/ p 21018
❑
Conditional Use Permit
❑
Sign Criteria ��**
❑
Zoning Code Amendment
❑
Sign - PAD Exemption° K'. •.
❑
Conceptual Site Plan
❑
Master Sign Program "
❑
Conceptual Public Art
U
Communication Facility — Tier 1 and 2 Minor
❑
Conceptual Architecture
❑
Communication Facility — Major
❑
Final Site Plan
❑
Revised Development Plan
❑
Conceptual Landscape Plan
❑ Other
Subject Property Information:
Address: In a TEP ROW SW of N La Canada Dr. & W Lambert Ln Parcel/Tax Code:
Subdivision / Commercial Center Name:
Book / Page or Sequence Number:
Legal Description:
Section/Township/Range:
N/A - TEP ROW
Lot Number(s
Area of Property:
Existing Land Use: Verizon Wireless Antennas attached to TEP Proposed Land Use: Same
pole
Applicant Information:
Applicant *:
* If more than one, attach list
Name: Carmelina Scigliano Firm: Tectonic Engineering Consultants, P.C. on behalf of Verizon Wireless
Address: 3923 S McClintock Drive Suite 409 Clty: Tempe State: AZ— Zip: 85282 _
Telephone: 520-241-2388 Fax: N/A Email: CScigliano@Tectonicengineering.com
Property Owner(s) if different from Applicant *:
Name: Anna M. Garcia Firm: Tucson Electric Power Company
Address: TEP, Attn: Telecom Rep., 220 W. 6th Street City: Tucson State: AZ Zip: 85701
Telephone: 520-916--8360 Fax: N/A Email: Annagarcia(a)TEP.com
Consultant: Engineer
(Discipline)
Name: Adrian Massie, P. E. Firm: Tectonic Engineering Consultants, P.C.
Address: 3923 S McClintock Drive, Suite 409 City: Tempe State: AZ Zip: 85282
Telephone: 480 629-5533 Fax: N/A Email: AMassie@tectonicengineering.com
Project Description/Narrative:
Verizon Wireless proposes modifications to an existing communication facility on a TEP utility pole. This modification will maintain the operation of this
public utility / personal wireless service with the latest technological advances.
I hereby certify that I have read and examined this application and know the same to be true and correct. I am the owner
of the property or the Owner's authorized representative, and if not the owner, I have obtained the owner's permission to
perform stated work. All provisions of laws and ordinances governing this type of work will be complied with whether
specified herein or not. The approval of this application does not presume to give authority to violate or cancel the
provisions of any other federal, state or local law for which this project may be subject to.
Notice: It is the applicant/owner's responsibility to ensure all private rules and regulations (such as Covenants, Conditions
& Restrictions (CC&R's)) of the subdivision and/or commercial center are adhered to. Contact your Home Owners
Association or property management to determine applicable requirements.
It is also the applicant's responsibility to coordinate with all outside agencies to secure their acceptance or clearance.
Failure to do so may delay issuance of permits. See attached list of agencies.
Carmelina Scigliano 11/02/2018
Applicant's Si nature Print Name Date
Important Note: All submittals received after 4:00 p.m. will be processed the next day
Submittals will be rejected if:
• Not folded using Pima County fold & collated;
• There are missing items on the checklist unless otherwise approved by Planning and Zoning Administrator or Town
Engineer.
• Re -submittals cannot be accepted without a transmittal and a written response to staff comments.
2
October 25, 2018
Town of Oro Valley
Community and Economic Development Department
11000 N. La Canada Drive
Oro Valley, AZ 85737
RE: Verizon Wireless - Proposed cell modifications
Near the SWC of Lambert Lane and La Canada Drive
Pre -application letter, OV1802703
To whom it may concern:
The attached General Application is for proposed modifications to an existing cell facility on a TEP utility
pole, located near the southwest corner of Lambert Lane and La Canada Drive. This modification will
maintain the operation of this public utility / personal wireless service with the latest technological
advances.
Review and Approval Process - Comments/Responses:
Comment: The voltage for any ground equipment being replaced is needed to determine if building
permits will be required. Please include information with the formal submittal.
Response: The shelter has a 200A 120/240V single phase service from Tucson Electric.
The changes inside the shelter, are adding 2 over voltage protection (OVP) shelves (these are essentially
circuit breakers to protect the equipment in the case of lightning strike on the tower), and changing out
the software and hardware that processes the radio information from the antenna. This software and
hardware are run by the existing DC power plant inside the shelter, that is powered by the existing 200A
120/240V single phase service panel inside the shelter. That is what we mean by'like for like'
changes. A simple analogy would be like if you changed your cable box router in your house.
Comment: A right-of-way permit is required for any work in the public right-of-way.
Response: A right of way permit will be applied for when zoning is approved and prior to site work
beginning.
Proposed Plan — Comments/Responses:
Comment: All communications facilities, regardless of tier classification, must utilize stealth applications
to the greatest extent possible (Section 25.1.B.5.ii.a). Staff suggests placing the antennas closer to the
pole, using shrouds around the antennas, or painting them to match the pole to reduce visual impact.
Response: Verizon will utilize an antenna mount that places the antennas as close as possible to the
pole and paint the antenna to match existing.
Comment: Above ground equipment should be completely screened by an architecturally compatible
solid wall or opaque fence (Section 25.1.13.5.b.ii.d.2). As such, include height of existing screen wall to
ensure the new ground equipment will be fully screened.
Response: Verizon has an equipment shelter and generator inside a CMU walled compound. The walls
of the compound are high enough (-10' or so) to screen the shelter from view at ground level. The
height of the CMU wall has been noted on the drawings.
The proposed Verizon Wireless cell facility modification will meet the code requirements of the Town of
Oro Valley.
Your time and consideration is greatly appreciated!
Regards,
Carmelina Scigliano
Sr. SAQ PM
Representing Tectonic Engineering
Master Acquisitions
520-241-2388
Cscigliano@tectonicengineering.com
1_
TEP
Tucson Electric Power
P.O. Box 711, Tucson, AZ 85702
4350 East Irvington Road
Tucson, Arizona 85714
Anna M Garcia, Project Manager (OH2O4)
Resource Management/Telecommunications Department
September 24, 2018
Oro Valley
Development & Infrastructure Services
11000 N La Canada Dr
Oro Valley, AZ 85737
520-918-8360
e-mail: ACabrera@tep.com
RE: Verizon Wireless Site — TUC El Conquistador, 10375 N La Canada Dr.,
Conversation 715818
Dear Ms. Scigliano:
Let this letter serve as notice that Tucson Electric Power Company continues to have an
agreement with Verizon Wireless to install antennas on a TEP pole located at 10375 N La Canada
Dr.
Tucson Electric Power Company is responsible for the installation of antennas and cable
on its poles and structures and assures that the structural requirements for the antenna installation
are adequate and meet or exceed Tucson Electric Power Company standards as well as the
National Electric Safety Code.
Verizon Wireless is responsible for any permits and or zoning requirements for the
installation of wireless communication equipment.
If I can be of any further assistance, please do not hesitate to call me at 918-8360.
Sincerely,
Anna M Garcia
Project Manager
:ag
cc: C. Scigliano
.. 1
VERIZON WIRELESS
SITE NAME: TUC —EL —CONQUISTADOR
EXISTING 69' UTILITY POLE
10375 N. LA CANADA DR.
ORO VALLEY, AZ 85737
MOUNT ANALYSIS REPORT
October 11, 2018
Tectonic-
PP4[T [Fl SI��IIIIfINS..Y[:PTINI�FI S PYIf F.
W.O. 8664. TUC EL CONQUISTADOR
} 4.
Tectonic
11
October 11, 2018
RE: ANTENNA MOUNT STRUCTURAL ANALYSIS
PROPOSED ANTENNA AND EQUIPMENT UPGRADE
VERIZON WIRELESS SITE NAME: TUC_EL_CONQUISTADOR
VERIZON SITE ID: TUC —EL —CONQUISTADOR
SITE ADDRESS: 10375 N. LA CANADA DR., ORO VALLEY
PIMA COUNTY, AZ 85737
TECTONIC W.O. NUMBER: 8664. TUC EL CONQUISTADOR
This letter is to confirm that Tectonic Engineering Consultants P.C. (Tectonic) has performed a
structural analysis of the proposed Verizon Wireless antenna mounting system on the site noted
above. The intent of this review is to determine if the load from the proposed modification of
appurtenances is within the structural capacity of the proposed antenna mounting system and
that the strength requirements for the mounting system are met in accordance with the Verizon
Wireless Standard NSTD-445 "Antenna Mounting System Classification Standard", last modified
6/29/17.
For the purpose of the analysis, Verizon Wireless provided the following information:
• Site Photos.
• RF Antenna Design Sheet, "Site Name: Tuc El Conquistador, RFDS Project ID: 1290619,"
by Verizon Wireless, dated, 07/25/18.
• Mount Engineering Letter by Site Prol/Valmont Mounting System: Part Number: RMQP-
XXX" by SiteProl, dated 9/8/2017.
Based on RF Antenna Design Sheet and site data referenced above, Verizon Wireless currently
has three (3) panel antennas (one per sector) and three (3) TMA units mounted on a pipe mount
secured along the top of the existing utility pole. The following table displays the existing Verizon
Wireless antenna and equipment configuration:
Henrico Office
3951 Western Parkway, Suite 160 1 Henrico, VA 23233
804.217.8504 Tel 1 804.270.0503 Fax
tecto nicengincering. com
Equal Opportunity Employer
1
Tectonic
Existing Verizon Wireless Loading:
RAD Height
Quantity
Antenna Model No.
73.8'
6
AMPHENOL - HTXCW631518R000G
73.8'
3
ANTEL - TTA-TWG020H
* Items in bold are to be removed
Verizon Wireless upgrade consists of removing all of its equipment including the antenna
mounting pipe from the utility pole. Verizon Wireless is proposing to extend the existing utility
pole so as to accommodate an antenna mounting system. Nine (9) panel antennas (three per
sector), six (6) remote radio head units (two per sector), six (6) diplexer (two per sector) and one
(1) OVP box are to be installed on the proposed antenna mounting system as part of this upgrade.
The following table displays the final Verizon Wireless antenna and equipment configuration:
Proposed Verizon Wireless Loading:
RAD Height
Quantity
Antenna Model No.
76'
9
JMA WIRELESS - MX08FRO860-02
76'
3
ERICSSON - B13/ B5 RRH
76'
3
ERICSSON - B2/ B66A RRH
76'
6
COMMSCOPE - CBC78-DF-8-DCB-2X
76'
1
RAYCAP - OVP BOX
* Items in bold are proposed to be installed.
Based on the documents referenced, the proposed mounting system is a low -profile platform
(PN# RMQP-3XX), as manufactured by SiteProl. Verizon Wireless requires all antenna mounting
systems to be reviewed in accordance with NSTD 445 "Antenna Mounting System Classification
Standard". The Standard is a means to outline the required strength of an antenna mount for a
specific site and will allow for an efficient evaluation in the future if loading changes are required.
The Standard is to be used in conjunction with the TIA (Telecommunications Industry Association)
Mounting System Classification (TIA/TSB-5053), and the ANSI/TIA 222 G Standard.
In accordance with NSTD 445, Section 9.3, the effective projected areas at single mounting pipes
are to be determined in compliance with ANSI/TIA-222-G "Structural Standard for Antenna
Supporting Structures and Antennas". As such, the analysis has been performed using the
following design criteria:
8664. TUC EL CONQUISTADOR 2
i
Tectonic 1
• Basic Wind Speed, V = 89 mph*
• Wind Speed with Ice, V;,e = 0 mph
• Service Wind Speed, VS = 60 mph
• Ice Thickness, t; = 0 inches
• Mount Height, z = 73.8 feet
• Structure Class = II
• Exposure Category = C
• Topographic Category = 1
* The ultimate 3-second wind gust speed of 115 mph is converted to a nominal 3-second gust
wind speed of 89 mph per section 1609.3.1 of the 2012 International Building Code, for the use
in the TIA-222-G Standard per exception 45 of section 1609.1.1.
According to our calculations for the low profile platform, the maximum factored concentrated
force required (in accordance with NSTD) to be supported at each mounting pipe location is 600
lbs. Therefore, the minimum mount classification number required for the proposed
appurtenance loading is "M600R-3(6)".
Per NSTD-445 Section 10, the minimum mount classifications for each region are listed according
to maximum design wind speeds and ice thicknesses based on the site location. As such, the
minimum Verizon Wireless required mount classification based on the site location would be
M750R-4[6].
Based on the documents referenced above, the proposed low profile platform (SiteProl PN #
RMQP-496) has antenna mount classification rating of "M100011 (700)-4[6]. Since the antenna
mount manufacturer has a pre -specified classification rating, which is greater than that required
at this site location, the proposed low profile platform is adequate to support the proposed
antenna upgrade. No further analysis is required.
Based on above, we conclude that the proposed antenna mounting system has sufficient
reserve capacity to support the proposed Verizon Wireless upgrade in accordance with the
NSTD Standard.
This structural analysis is based on the site photos and the documents referenced above. The
contractor shall therefore, field verify existing conditions and notify the design engineer of any
discrepancies prior to installation of the proposed upgrade. Any further changes to the antenna
or other appurtenances configuration and location should be reviewed with respect to their
effect on structural loads prior to implementation.
8664. TUC EL CONQUISTADOR 3
Tectoom,61
Analysis of the existing supporting tower structure is to be completed by others and is therefore,
not part of this analysis report. Analysis of the antenna mounting system as a tie -off point for fall
protection or rigging is not part of this document.
It has been a pleasure working with you on this project. Should you have any questions, please
do not hesitate to contact us.
Sincerely,
Tectonic
Edward F. Martella, P.E.
Vice President
8664. TUC EL CONQUISTADOR
NSTD-445 CLASSIFICATION
1
• r,; Job No.: 8664 - TUC EL -CONQUISTADOR
TectonicSheet No.: 1 of
6
Calculated By: SM
Date :
10/11 /18
`"a`r""5°`lTIatlS.EX(E—O""`SERVICE, Checked By: KZ
Date :
10/11/18
WIND AND ICE LOADS PER TIA-222-G
W.O.
8664 -
TUC EL -CONQUISTADOR
Project Name
TUC EL -CONQUISTADOR
Location
10375 N. La Canada Dr., Oro Valley, AZ 85737
County
Pima
Tower Type
MP
Monopole
Structure Class
2
Substantial hazard
Exposure Category
C
Open terrain
Topo Category
1
Flat or rolling terrain
Height of crest
0
ft
Importance Factor
Wind only
1.00
8664 TUC El Conquistador- Wind Loading NSTD Loading.xlsx
WindLoads-TIA-G
Job No.: 8664 - TUC_EL-CONQUISTADOR
Tectonic Sheet No.: 2 of 6
Calculated By: SM Date : 10/11/18
P 11ACTICAL SULUTIGNS. ERCEI1II0NAL SERVICE. Checked Bv: KZ Date : 10/11/18
Section 9.1.3 LIMITATIONS
(Page 10)
Structure Height
76
s 400 feet
Good
Structure Class or Risk Category
II
Category I or II
Good
Exposure category
C
Category B or C
Good
Topographic Category
1
Category 1
Good
50-year return, 3-second gust basic wind speed
89
Max 140 mph
Good
Ultimate 3-second gust wind speed based on risk category
115
Max 180 mph
Good
50-year return design ice thickness
0
Max 1 inch
Good
Ultimate design ice thickness based on risk category
0
Max 2 inch
Good
Basic wind speed occurring simultaneous with ice
0
Max 60 mph
Good
Factored wind pressure without ice at mounting elev.
36.82
aM(gz)( Gh) <_ 135 psf
Good
Factored ice thickness at mounting elevation 1
0.00
tiz <_ 2.75 inches
Good
Factored wind pressure with ice at mounting elevation 1
0.00 JaM
(qz)( Gh) s 15 psf
Good
All limitations have been satisfied, therefore, mount classifications may be used to determine the suitability
and/or requirements of the mount at this location per Sections 9.1 and 9.2 of NSTD-445
Tectonic
rm
Job No. 8664 - TUC_EL-CONQUISTADOR
Sheet No. 3 or 6
Calculated By SM Date: 10/11/18
Checked By KZ Date: 10/11/18
Sheilding Factor Ka =1 0.9 1 NSTD-445 Sec 9.3
Wind Only Load Combinations Alpha sector is considered for detailed analysis
Antenna Configuration
(E) or
(P)
Quantity
=(ff)
Length or
Diameter
(ft)
Width
(in)
Depth
(in)
Flat or
Cylindrical?
Antenna
(Ca)T
Antenna
(Ca)N
Face
Normal
(Aa)N
(ftA2)
Windward
face Normal
(CaAa)N
Each
(ftA2)
Side Face
(Aa)T
(ftA2)
Windward
Side Face
(CaAa)T
Each
(ftA2)
Normal
Antenna
Wind Load
Each
(lb)
Transverse
Antenna
Wind Load
Each
(lb)
Antenna
Weight
(lb)
Total
Weight
(lb)
MXDBFROB60.02
P
9
76
7.99
15.40
10.70
Flat
1.47
2.00
3.46
6.23
7.13
9.40
143
216
95.0
855.0
B13165 RRH
P
3
76
1.25
13.20
9.30
Flat
1.20
1.20
1.38
IIAS
0.97
1.05
34
24
70.0
210.0
B2/B66A RRH
P
3
76
125
13.26
11.10
Flat
1.20
1.20
1.38
1.49
1.16
1.25
34
29
75.0
225.0
CBC78-DF-8-DC8-2X
P
1 6
76
0.66
5.90
5.70
Flat
1.20
1.20
1 0.32
0.35
0.31
0.34
8
B
13.9
83.4
OVP BOX
P
I 1
76
2.41
15.73
10.31
Flat
1.21
1.20
1 3.16
3.41
2.07
2.26
79
152
32.0
32.0
tPPAWPH
1.73 1 40 ( 40
lFPAWPT Weinhl
Mount Location 1:
7.96
(ftA2)
11.13
(ftA2)
124.28
Ibs
Mount Location 2:
10.14(ftA2)
12.85
(ft^2)
222.08
Ibs
Mount Location 3:
12.85
(ftA2)
1 14.64
(ft^2)
226.28
Ibs
8664 TUC El Conquistador- Wind Loading NSTD Loading.xlsx Appurtenance
Job No.: 8664 - TUC EL -CONQUISTADOR
Tectonic Calculated By: SM Date : 10/111/18
Checked By: KZ Date: 10/11/18
PROJECTED AREA AND WEIGHT/MOUNT
PROJECTED AREA AND WEIGHT/MOUNT
Mount Type:
PLATFORM
No. of Pipes:
3
Vertical Offset
6
inches
Required Reserve
10
(EPA)MPN =
12.85
(ff^2)
(EPA)MPT =
14.64
(ff^2)
(EPA)MPN (i)=
0.00
((t^2)
(EPA)MPT(i) =
0.00
(ft^2)
Wl=
226
Ibs
Wt (ice only)=
0
Ibs
FORCES PER MOUNT LOCATION
F°° =
473
Ibs, each
F,° =
539
Ibs, each
FZ° =
272
Ibs, each
F,,; =
0
Ibs, each
F,; =
0
Ibs, each
F„ =
0
Ibs, each
FOR MOUNT CATEGORY "R"
"F" shall be the larger of the following:
1.00 x (Fno)
473
Ibs
1.00 x (Fto)
539
Ibs
2.00 x (Fzo)
543
Ibs
4.00 x (Fni)
0
Ibs
4.00 x (Fti)
0
Ibs
(Fzi)
0
Ibs
(Fzi) =
0
Ibs, with 10 %reserve
Therefore (Fzi) =
0
Ibs
F (max) =
543
Ibs
F (ult) =
597
Ibs, with 10 %reserve
Therefore, F =
600
Ibs
Min Req'd Mount Classification:
M60QR(0)-3[6]
Min Mount Classification (VZW):
M750R(0)-4[6]
e
PRO
A valmont V COMPANY
September 8, 2017
1545 Pidco Drive
Plymouth, IN 46563
Phone: S74.936.4221
Fax: S74.936.8925
Frnail: SP1Ergincering@valmont.com
www.siteprol.com
Site Pro 1 / Valmont Mounting System:
Part Number = RMQP-xxx
Part Description = 12' Low Pro -Platform
Mount EPA & Weight (no antenna pipes):
EPAN
= 25.04 Sq-Ft
EPAT
= 23.89 Sq-Ft
Weight
= 1205 lb
Classification Rating:
M 1000R(700)-4[6]
Design Standards
EPAN (0.5" Ice) = 29.39 Sq-Ft
SPAT (0.5" Ice) = 28.23 Sq-Ft
Weight (05' Ice) =1475 lb
ANSI/TIA-222-G-2012
ASCE 7-10
International Building Code 2012
Verizon Network Standard NSTD-445 1/16/17
Analysis and Modeling Technique
EPAN (1" Ice) = 34.02 Sq-Ft
EPAT(r" Icc) = 32.62 Sq-Ft
Weight (1"Ice) = 1815 lb
An elastic three-dimensional frame truss model was created to analyze the mount. The mount was modeled
with four (4) mounting locations (antenna, radio etc. + pipe) evenly spaced across the face of the mount, with
a 6" vertical eccentricity. Wind directions considered were perpendicular (normal) to the face of the frame
and at 30 degree increments up to 90 degrees (tangential) to the face of the frame. Wind, dead weight and
ice weight on the mount was also included in the model.
Modeling Software
Autodesk Inventor
R I SA-3 D
ANSYS Workbench
New York Georgia Indiana Oregon Callfonla texas Florida
-888-438-7761 1-866-901-0603 1-888.753 7446 1.888-880-9191 1.888-776-1937 1-888.809 5151 1-844-278.6371
I
SITE 1545 Pid i, Clive
Plymouth, IN 46563
PRO Phone: 574.936.4221
Fac S74.936.8925
Finail. SP16-,gineering@vdlrnunt.c.on'i
A vahnont V COMPANY www.siteprol.com
Analysis Design Criteria
Maximum Mount Height
400'
Maximum Ultimate Wind Speed, no Ice
180 mph 3 sec gust
Maximum Design Wind Speed, no Ice
140 mph 3 sec gust
Maximum Design Wind Speed on Ice
60 mph 3 sec gust
Structure Class
I or II
Exposure Category
B or C
Topographic Category
I
Maximum Design Ice Thickness, ti
1" (2.75" factored ice)
Wind Direction Probability Factor, Kd
0.95
Gust Effect Factor, Gh
1.0
Capacity Results
The following factored loads at each mounting
location represent the capacity of the mount based on the criteria
and modeling technique described above.
Normal Wind Load (no ice), Fno
.....................1000 lb
[625 lb Non -Factored]
Tangential Wind Load (no ice), Ft.
.....................1000 lb
[625 lb Non -Factored]
Vertical (Dead) Load, FZo
.....................500 lb
[417 lb Non -Factored]
Normal Wind on Ice, Fr,i
.....................175 lb
Tangential Wind on Ice, Fti
.....................175 lb
Vertical (Dead + Ice) Load, FZi
.....................700 lb
Normal Maintenance Wind Load, Fnrn
.....................100 lb
Tangential Maintenance Wind Load, Fir,
.....................100 lb
Vertical Dead Load, FZm
.....................500 lb
[417 lb Non -Factored]
Vertical Live Load. LM*
.....................750 lb
[500 lb Non-Factoredl
* In addition to a nominal Live Load of two (2) 250 lb concentrated on either side of a mounting location to provide
access for climbers.
New York Georgia Indiana Oregon Cahlonla Texas Florida
1-888-438-7761 1-866-901-0603 1-886-753-7446 1-888-880.9191 1-888-776-1937 1-888-809.5151 1-844-278.6371
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TUC El Conquistador PHOTO
• 10375 North La Canada Drive LOG
Oro Valley, Arizona 85737 8664.EIConquistadi
Looking southeast from West Lambert Lane. P-
• Proposed installation will be visible from this location.
Distance from the photographic location to the proposed site is 275'± 8664.EIConquistadoi
Looking southeast from West Lambert Lane. S-1
Proposed installation is visible from this location.
Distance from the photographic location to the proposed site is 275'±
verizon
SITE NAME:
TUC EL CONQUISTADOR
PCS/850/AWS-3/4XTX/ERICSSON CARRIER ADDITIONS
TO OBTAIN LOCATION OF PARTICIPANTS
UNDERGROUND FACILITIES BEFORE
YOU DIG IN ARIZONA, CALL ARIZONA 811
TOLL FREE: 1-800-7825348 OR
-.ad.ona811.com
I�
ARIZONA STATUTE
Know whars b2IOW. REQUIRESMINOF2
WORKING DAYS NOTICE
Call before you dig. BEFORE YOU EXCAVATE
VICINITY MAP
SPRINGS ESTATES
CANADA. Rt.GE MASTER HILL
} CARLIEI ROINTE
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I DIRECTIONS I
DIRECTIONS TO SITE FROM VERIZON WIRELESS TEMPE OFFICE:
1. MERGE ONTO 1-10 E (86.4 MI)
2. TAKE EXIT 244 TOWARD TWIN PEAKS ROAD AND TURN LEFT
3. TURN RIGHT ONTO W LINDA VISTA BLVD
4. TURN LEFT ONTO N THORNYDALE RD
5. TURN RIGHT ONTO W PECOS WAY
6. CONTINUE ONTO W LAMBERT LN
7. TURN RIGHT ONTO N LA CANADA LN
8. DESTINATION WILL BE ON THE RIGHT
10375 N LA CANADA DR
ORO VALLEY, AZ 85737
COUNTY OF PIMA
PROJECT SUMMARY
PROJECT NUMBER:
20181799413
LOCATION CODE
157557
SITE NAME:
TUC EL CONQUISTADOR
SITE ADDRESS:
10375 N LA CANADA DR
ORO VALLEY, AZ 85737
JURISDICTION:
TOWN OF ORO VALLEY
COUNTY:
PIMA COUNTY
TAX MAP PARCEL ID:
224-39-001C
COORDINATES (NAD83):
N 32' 23' 42.47' (32.395137)
W 1IT 59' 48.35- (-110.996764')
GROUND ELEVATION (NAVD88):
2552.5't AMSL
ZONING CLASSIFICATION:
PCD
STRUCTURE TYPE
UTILITY POLE
PROPERTY OWNER:
TEP
220 W BTH ST
CONTACT:
TUCSON. AZ 85701
ANNA GARCIA
PHONE
(520) 916-8360
APPLICANT:
TECTONIC ENGINEERING FOR VERIZON WIRELESS
3923 S McCLINTOCK DR, STE 409
TEMPE, AZ 85282
CONTACT:
PHONE
CARMELINA SCIGLIANO
(520) 241-2388
ENGINEER-
TECTONIC ENGINEERING CONSULTANTS, P.C.
3923 S McCUNTOCK DR, STE 409
CONTACT:
TEMPE, AZ 85282
ADRIAN MASSIE, P.E.
PHONE
(480) 629-5533
LEASING do ZONING:
TECTONIC ENGINEERING CONSULTANTS, P.C.
3923 S McCUNTOCK OR, STE 409
CONTACT:
TEMPE, AZ 85282
CARMEUNA SCIGLIANO
PHONE
(520) 241-2388
SURVEYOR:
N/A
CONTACT:
N/A
PHONE
N/A
SHEET INDEX
ENV DESCRIPTION
N0.
THIS SET OF PUNS SHALL NOT BE UTIUZED AS CONSTRUCTION DOCUMENTS UNTIL ALL
ITEMS OF CONCERN HAVE BEEN ADDRESSED AND EACH OF THE DRAWINGS HAS BEEN
REVISED AND ISSUED 'FOR CONSTRUCTION'.
CODE COMPLIANCE
ALL WORK AND MATERIAL SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH
THE CURRENT EDITIONS OF THE CODES AS ADOPTED BY THE LOCAL GOVERNING
AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT
CONFORMING TO THE LOCAL CODES.
CODE TYPE COOS I PROPRIETARY INFORMATION NOT FOR USE OR DISCLOSURE OUTSIDE BUILDING 2012 NTERNATIONAL BUILDING CODE
VERIZON WIRELESS EXCEPT UNDER WRITTEN AGREEMENT. MECHANICAL 2012 NTERNATIONAL BUILDING CODE
ELECTRICAL 2011 NATIONAL ELECTRIC CODE
APPROVALS
APPROVED BY
DATE
I NITIALS
COMMENTS
RF ENGINEER
SITE DEV.
SITE ACQ.
PM
DO NOT SCALE DRAWINGS
THESE DRAWINGS ARE FORMATTED FOR 22X34'. OTHER SIZED VERSIONS ARE NOT
PRINTED TO THE SCALE SHOWN. CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING
DIMENSIONS k CONDITIONS ON THE JOB SITE h SHALL IMMEDIATELY NOTIFY THE
ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK
OR BE RESPONSIBLE FOR SAME.
PROJECT DESCRIPTION
MODIFICATION TO AN EXISTING VERIZON WIRELESS UNMANNED TELECOMMUNICATIONS
FACILRY TO CONSIST OF THE FOLLOWING:
1. REMOVE (3) EXISTING PANEL ANTENNAS
2. REMOVE (3) EXISTING TMAS FROM TOWER
3. REMOVE (6) UNES OF 7/8- COAX
4. INSTALL NEW PLATFORM MOUNT
5. NSTALL (9) NEW PANEL ANTENNAS
6. INSTALL (6) NEW DUAL BAND RRU.
7. INSTALL (6) NEW DUAL DIPLEXERS
8. NSTALL (1) NEW OVP-12
9. INSTALL (1) NEW 12.24 HYBRID CABLE
VERIZON WIRELESS RF DESIGN = JULY 25, 2018
GENERAL NOTES
1. PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES
WITH
THE SCOPE OF WORK AND ALL CONDITIONS AFFECTING THE NEW PROJECT.
2. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS OF THE JOB
SITE AND CONFIRM THAT WORK AS INDICATED ON THESE CONSTRUCTION DOCUMENTS
CAN BE ACCOMPLISHED AS SHOWN PRIOR TO COMMENCEMENT OF ANY WORK.
3. ALL FIELD MODIFICATIONS BEFORE, DURING, OR AFTER CONSTRUCTION SHALL BE
APPROVED IN WRITING BY A VERIZON WIRELESS REPRESENTATIVE.
4. INSTALL ALL EQUIPMENT AND MATERIALS PER THE MANUFACTURER'S
RECOMMENDATIONS, UNLESS INDICATED OTHERWISE
5. NOTIFY VERIZON WIRELESS, IN WRITING, OF ANY MAJOR DISCREPANCIES, REGARDING,'
THE CONTRACT DOCUMENTS, EXISTING CONDITIONS, AND DESIGN INTENT. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATIONS FROM A
VERIZON WIRELESS REPRESENTATIVE, AND ADJUSTING THE BID ACCORDINGLY.
B. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF THE WORK UNDER THE
CONTRACT.
7. CONTRACTOR SHALL PROTECT ALL EXISTING IMPROVEMENTS AND FINISHES THAT ARE
TO REMAIN. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY OCCUR DURING THE
CONSTRUCTION TO THE SATISFACTION OF A VERIZON WIRELESS REPRESENTATIVE.
8. CONTRACTOR PLANS TO ILLUSTRATE THE AS -BUILT CONDITION OF THE SITE.
FOLLOWING THE FINAL INSPECTION BY VERIZON WIRELESS, THE CONTRACTOR SHALL
PROVIDE VERIZON WIRELESS WITH ONE COPY OF ALL RED -LINED DRAWINGS.
9. VERIFY ALL FINAL EQUIPMENT WITH A VERIZON WIRELESS REPRESENTATIVE. ALL
EQUPMENT LAYOUT, SPECS, PERFORMANCE INSTALLATION AND THEIR FINAL LOCATION
ARE TO BE APPROVED BY VERIZON WIRELESS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR COORDINATING THEIR WORK WITH THE WORK AND CLEARANCES
REQUIRED BY OTHERS RELATED TO SAJD INSTALLATIONS.
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SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF
THE PROFESSIONAL ENGINEER OR LAND SURVEYOR
SHALL NOT BE CONSIDERED VALE) COPIES.
O 2 3
ORIGINAL SIZE IN INCHES
SITE INFORMATION
TUC EL CONQUISTADOR
10375 N LA CANADA DR
ORO VALLEY, AZ 85737
PIMA COUNTY
VZW LC: 157557
VZW PN: 20181799413
SHEET TTTLE
TITLE SHEET
SHEET NUMBER
T-1
II GENERAL NOTES II
1. THIS PROJECT CONCERNS THE INSTALLATION, MAINTENANCE, AND OPERATION
OF A PUBLIC URLRY/PERSONAL WIRELESS SERVICE.
2. THE PROPOSED UPGRADE IS UNMANNED AND DOES NOT REQUIRE A MEWS
OF WATER SUPPLY, SEWAGE DISPOSAL. OR HANDICAPPED ACCESS.
3. THE PROPOSED UPGRADE 15 MINIMAL, WILL CREATE NEGLIGIBLE ADDITIONAL
STORMWATER RUNOFF, AND WILL, THEREFORE, NOT IMPACT THE EXISTING
STORMWATER DRAINAGE SYSTEM.
4. THE PROPOSED UPGRADE DOES NOT INCLUDE OUTDOOR STORAGE, SOLID
WASTE RECEPTACLES, OR PLUMBING.
S. ADEQUATE PARKING EXISTS FOR ONE VEHICLE FOR MANTENANCE OR
EMERGENCY SERVICE ONCE A MONTH.
8. THERE ARE NO NEW STREETS, CURBS, SIDEWALKS, OR WALKWAYS
PROPOSED.
7. THERE ARE NO COMMERCIAL SIGNS PROPOSED FOR THIS UPGRADE
SITE NOTES:
1. ALL WORK SHALL BE AS INDICATED ON THE DRAWINGS.
2. DEBRIS AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND
DISPOSED OF LEGALLY.
• CONTRACTOR SHALL NOTIFY ARIZONA 811 BY DIAUNG 811 PRIOR TO
EXCAVATION AT SITE
• CONTRACTOR TO LOCATE AND VERIFY ALL EXISTING UNDERGROUND
UTILITIES PRIOR TO EXCAVATION
• ALL EXCAVATION WORK WITHIN 36' OF EITHER SIDE OF UNDERGROUND
UTUTIES MUST BE DONE BY HAND EXCAVATION MEHODS 11
SITE INFORMATION BASED ON A SITE VISIT PERFORMED BY TECTONIC
ENGINEERING CONSULTANTS ON 9/4/18, AND DRAWINGS BY 8K DESIGNS
DATED 1/4/14.
I
\ \ SEE ENLARGED SITE
\\\ PUN ON SHEET C-2
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OHW OHIN —�OHW I— OHW
I I
EXISRNG OVERHEAD POWER
EXISTING BUILDING (TYP)
W LAMBERT UN
�\
EXISTING ACCESS
APN: 224-39-001C
EXISTING PROPERTY LINE
n OVERALL SITE PLAN
C-1 SCALE: 1' - 20- (22.34 SIZE)
1' 40' (11.17 SIZE)
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OF THE SIGNATURE AND AN ORIGINAL EMBOSSED
SEAL OR ORIGINAL SCAMP IN BLUE OR RED INK OF
THE PROFESSIONAL ENGINEER OR LAND SURVEYOR
SHALL NOT BE CONSIOERED VA1D COPIES.
1 2 3
ORIGINAL SIZE IN INCHES
SITE INFORMATION
TUC EL CONQUISTADOR
10375 N LA CANADA DR
ORO VALLEY, AZ 85737
PIMA COUNTY
VZW LC: 157557
VZW PN: 20181799413
SHEET TITLE
OVERALL SITE PLAN
SHEET NUMBER
C-1
TW OHW OHW OHW OHM OFTW OHW OHW
T\\\ N- VE-Xt—STNG
OHW OMW OHWOHWDOSTINGEXISTING TEP
OVERHEAD POWER UTIIm• POLE
DOGHOUSE__ _ —
EXISTING
PROPERTY LINE
1
1
1
EXISTING VERZON WIRELESS
(8) 7/8• COAXCOAX TO BE REMOVED
1�
TO REMA N IN
EXISTING.U/ CONDUITS
PROPOSED VOCON W RElES4
(1) 12124 HYBRID CASE
IN1IDOSTRR' U/G CONDUIT
11
EXISTING VERIZON WIRELESS
EQUIPMENT SHELTER
IX
EXISTING VERRON
WIRELESS GENERATOR
..
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Fl
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EXISTING
CMU WALL
EXISTING WAG UNIT
EXISTING SLIDING ACCESS GATE
1
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C-2 SCALE: 1' 3' (22x74 SIZ
1• - B' Itx17 SIZE)
EXISTING CMU
RETAINING WA11
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664.TUC EL CONQUISTADOR JMR I R
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FOR PERMIT
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65322 O
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COPIES OF THIS DOCUMENT WrrHOUr A FACSIMILE
OF THE SIGNATURE AND AN ORIGINAL EMBUSSED
SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF
THE PROFESSIONAL ENGINEER OR LAND SURVEYOR
SHALL NOT BE CONSIDERED VALID COPIES
D 1 2 3
ORIGINAL SIZE IN INCHES
SITE INFORMATION
TUC EL CONQUISTADOR
10375 N LA CANADA DR
ORO VALLEY, AZ 85737
PIMA COUNTY
VZW LC: 157557
VZW PN: 20181799413
SHEET TTTLE
DETAILED SITE PLAN
SHEET NUMBER
C-2
STRUCTURAL NOTE
THIS VIEW DEPICTS THE PROPOSED VERIZON WIRELESS UPGRADES TO
THE EXISTING MONOPOLE R DOES NOT INFER THAT TECTONIC HAS
EVALUATED ITS STRUCTURAL ADEQUACY FOR THE NEW LOADS
IMPOSED. THIS MONOPOLE WILL NEED TO BE EVALUATED BY A
PROFESSIONAL ENGINEER TO CONFIRM MONOPOLE HAS CAPACITY TO
SUPPORT NEW LOADS PRIOR TO CONSTRUCTION.
ANTENNA MODIFICATIONS
EXISTING ANTENNAS PRIOR TO UPGRADE 3
PROPOSED ANTENNAS AFTER UPGRADE: 9
II ANTENNA CONFIGURATION II
UPGRADES INCLUDE
(3) REPLACEMENT PANEL ANTENNAS (TYPE 1)
(B) NEW PANEL ANTENNAS (TYPE 1) (2 PER SECTOR)
(6) NEW DUAL BAND RRUS (2 PER SECTOR)
(6) NEW DUAL DIPLEXERS
(1) NEW OVP-12
(1) NEW 12x24 HYBRID CABLE
- SEE SHEET C-4 FOR MECHANICAL DOWNTILT ADJUSTMENTS
NOTES
1. ALL PROPOSED TOWER TOP EQUIPMENT TO BE PANTED TO MATCH EXISTING.
PAIFL ANTENNA (TYPE�A) 7Q BE
7L ANTENNAS
AOLNAS �T7f fl � (1/SECIOR-3 TOTAL)
TOP OF EXISTING PANEL ANTENNAS 11 '
11 �
n EXISTING SOUTH ELEVATION
C-3 SCALE 5' (22x34 SIZE)
1' 10' (11x17 SIZE)
C1 PROPOSED SOUTH ELEVATION
C-3 SCALE 1:: 5' (22x34 SIZE)
1' - 10' (11x17 SIZE)
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SEAL OR ORIGINAL STAMP IN BWE OR RED INK OF
THE PROFESSNINAL ENGINEER OR LAND SURVEYOR
LL CON SHANOT BE SIDERED VALID COPIES
02 3
ORIGINAL SIZE IN INCHES
SITE INFORMATION
TUC EL CONQUISTADOR
10375 N LA CANADA DR
ORO VALLEY, AZ 85737
PIMA COUNTY
VZW LC: 157557
VZW PN: 20181799413
SHEET TYRE
TOWER ELEVATION
SHEET NUMBER
C-3
UPGRADES INCLUDE:
(3) REPLACEMENT PANEL ANTENNAS (TYPE 1)
(6) NEW PANEL ANTENNAS (TYPE 1) (2 PER SECTOR)
(6) NEW DUAL BAND RRUS (2 PER SECTOR)
(6) NEW DUAL OIPLEXERS
(1) NEW OVP-12
(1) NEW 6.12 HYBRID CABLE
- SEE SHEET C-4 FOR MECHANICAL DOWNTILT ADJUSTMENTS
EXISTING VETVON WIRELESS
PANE_ ANTENNASTO BE TVPE N
(1) PER SECTOR, (3) TOTAL
SEGSO�
1y
EXISTING DOGHOUSE
EXISTING ANTENNA VIEW
ETOSTING &V STEALTH CANISTER
CAP AT TOP OF DOSTING TEP
UIUM POLE TO BE REPLACED
�1q
� SECTOR
a 7za
(]:) EXISTING CONFIGURATION (ELEV = 73'-8")
C-4 SCALE: 1' = 1'-0- �22.34 SIZE)
1/2' - 1'-0 (11x17 SIZE)
g'-O'i
4'-6*t
PROPOSED ANTENNA
VERIZON WIRELESS O
PANEL ANTENNA (TYPE 1 �
(3/�--9 TOf y
Nl 12 a IT PROPDUALOSED �S11 M1RF1ES5
PROPOSED VERIZON WIRELESS a r�' (2/SECTOR-0 TOTAL)
PLATFORM MOUNT (SITE PRO ((��
RMQP-396 APPROVED EQUAL)
LJ
PROPOSED VERIZON
WIRELESS OVP-12
(TYP OF 1)
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PROPOSED VERIZON
WIRELESS DUAL DIPLDERR
(2/SECTOR-0 TOTAL)
(a:) PROPOSED CONFIGURATION (ELEV = 71'-91p)
C-4 SCALE: 1/2- = 1'-0" (2204 SIZE)
1/4' = 1'-0' 1Ix17 SIZE)
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10/31/18
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RELEASED 6Y 0.47E
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0
65322 0
„ U ADRIAN _-
ofMASSIE r
F+p res
COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE
OF THE SIGNATURE AND AN ORIGINAL EMBOSSED
SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF
THE PROFESSIONAL ENGINEER OR LAND SURVEYOR
SHALL NOT BE CONSIDERED VALID COPIES
0 1 2 3
ORIGINAL SIZE IN INCHES
SITE INFORMATION
TUC EL CONQUISTADOR
10375 N LA CANADA DR
ORO VALLEY, AZ 85737
PIMA COUNTY
VZW LC: 157557
VZW PN: 20181799413
SHEET TITLE
ANTENNA CONFIGURATION
SHEET NUMBER
C-4
ANTENNA & CABLE SCHEDULE
SECTOR
ANTENNA
POSITION
STATUS
FREQUENCY
ANTENNA
RAD FE
ANTENNA
AZIMUTH
MECH
DOWTN
ELECTRICAL
DOWN TILT
DIPLEXER
RRH
OVP
TMA
COAX
QTILUANTITY
COAXIAL
Dw1E ER
HYBRID CABLES
ALPHA
1
PROPOSED
5508 COW
71'-9'
O'
0'
7
-
-
(1) OVP-12
-
2
7/8'
1 12�d4
ALPHA
2
PROPOSED
700/880A LTE/PCS
71'-9'
O'
R
2'/P/Z
(2) DUAL
1
_
_
-
ALPHA
3
PROPOSED
700/8.90A LTE/AWS
71'-9'
0'
O
2/9'/i
ALPHA
4
BETA
1
PROPOSED
850E COW
711-V
120'
IT
2'
-
-
-
2
7/8'
BETA
2
PROPOSED
700/8504 LTE/PCS
71'-9'
120'
0'
8'/S/T
(2) DUAL
1
-
-
-
BETA
3
PROPOSED
700/&— LTE/AWS
71'-9'
120'
O
S/C/4
BETA
4
_
_
_
_
_
_
GAMMA
1
PROPOSED
8500 COMA
71'-9'
240'
V
2'
-
-
-
2
7/8'
GAMMA
2
PROPOSED
700/&%A LTWPCS
711-9'
240'
O'
T/Y/Z
(2) DUAL
GAMMA
3
PROPOSED
700/— LTE/AWS
71'-9'
240'
0'
7/T/lr
GNAW
4
_
CABLE SCHIDUIE NOTE (6) 7/8' COAX TO BE REMOVED, (6) 7/e' COAX TO REMAIN
GENERAL NOTES
1. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST HAVE CONSIDERABLE EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO THAT
DESCRIBE HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR IS ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, THAT HE IS KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE IS
PROPERLY LICENSED AND PROPERLY REGISTERED TO DO THIS WORK IN THE STATE AND/OR COUNTY IN WHICH R IS TO BE PERFORMED.
2. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD OUALRY, FREE FROM FAULTS AND DEFEGIS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY AND ALL SUBSTTRITIONS MUST BE PROPERLY
APPROVED AND
AUTHORIZED IN WRITING BY THE OWNER AND ENGINEER PRIOR TO INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT BEING
SUBSTITUTED.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INTLATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS W CONNECTION WITH THE WORK THE CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THIS
PROJECT AND RELATED WORK COMPUES WITH ALL APPUCABLE LOCAL, STATE, AND FEDERAL SAFETY CODES AND REGULATIONS GOVERNING THIS WORK.
4. ALL DIMENSIONS SHALL BE VERIFIED WITH THE PLANS (LATEST REVISION) PRIOR TO COMMENCING CONSTRUCTION. NOTIFY THE OWNER IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED.
5. ALL MATERIALS AND WORKMANSHIP SHALL BE WARRANTED FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE.
II SCHEDULE NOTES 11
1. MARKING TAPE MUST BE APPLIED AT TOP OF FEED LINES AND AT BASE OF TOWER.
2. CHECK ALL ANTENNA INFO WITH VERIZON WIRELESS PRIOR TO CONSTRUCTION.
3. DESIGN REQUIREMENTS FOR ANTENNA, SUPPORTING STRUCTURES EQUIPMENT CABINETS, AND PPC
CABINETS PER BUILDING CODE (LATEST EDITION) WIND SPEED REQUIREMENTS AS LISTED ON SHEET T-1.
4. HYBRIFLEX CABLE IS 1.54', RET CABLE IS 0.315'
5. CAP AND WEATHERPROOF UNUSED PORTS AND UNES
7.6'
FRONT SIDE
2.0•
TOP
r7-� EXISTING ANTENNA DETAIL
C-5 SCALE: 1/2' a 1'-0• (22x.T4 SIZE)
i/4:. 1'-0' (1107 SIZE)
10.7'
FRONT SIDE
15.5'
I. TOP
n PROPOSEDANTENNA DETAIL
C-5 SCALE. 1%4' 1'-0' (22.34 SIZE)
11x,7 SIZE)
ro .—i
r5 -,ti
PROPOSED VERRON
WMIFIESS IQtUS
WE MOUNT PROFlE
CLAMP ASSEMBLY ER ICSSON
UUNINAA:IUN IU UIIULL LIIISIING
ANTENNA MOUNTING PIPE UNLESS
FIELD CONDITIONS WARRANT USE
OF NEW VERTICAL MOUNTING PIPE.
�RRUS RAIL MOUNT DETAIL
C-5 SCALE. NIS
RRUS OVERVIEW
TYPE
LTE/700
AWS/21 DO
PCS/1900
AWS/2100
HAND
B13
I B5
82/B25
84/B66
MODEL
DUAL LOW BAWD RRUS
DUAL HIGH BAND RRUS
OUTPUT
4x4O/2x60
4.40
HEIGHT (H) - IN
18.0
18.0
WIDTH (W) - IN
13.2
13.2
DEPTH (D) - IN
9.4
11.3
W.— - LBS
70
75
'WITH MOUNT
n DUAL BAND RRUS DETAIL
C-5 SCALE: NTS
r6.7611
n PROPOSED DIPLEXER DETAIL
C-5 SCALE' NTS
WEIGHT: 616Kg
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9/21/18
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FOR PERMIT
RELEASED BY DATE
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CONES OF THIS DOCUMENT WIIIIOUT A FACSIMILE
OF THE SIGNATURE AND AN ORIGINAL EMBOSSED
SEAL OR ORIGINAL STAMP IN BWE OR RED INK OF
THE PROFESSIONAL ENGINEER OR LAND SURVEYOR
SINLL NOT BE CONSIDERED VALID COPIES.
D 1 2 3
ORIGINAL SIZE IN INCHES
SATE INFORMATION
TUC EL CONQUISTADOR
10375 N LA CANADA DR
ORO VALLEY, AZ 85737
PIMA COUNTY
VZW LC: 157557
VZW PN: 20181799413
SHEET TITLE
EQUIPMENT SCHEDULE
& EQUIPMENT DETAILS
SHEET NUMBER
C-5
n15.73'
V
00
10.28' PAN WIEW ROPOSED VERIZON
/ WIRELESS OVP
ISTINC STANDOFF
E CLAMP
(2) OVP MOUNTING DETAIL
C-G SCALE: NTS
PM13lSf
M34 PART NO. PART DESCROPTLON LOWN LWTWT. NET Y/T,
�J 1 3 XiWRN RING NONNT W IXT MAI 306.43
2 9 GSRR•24 WX24"TrIR6ADm PI10 HOG 0.40 339
\ 2 9 Gs" ST" x ae" TXREAO® ROD ) 0.40 339
3 3 X•SV196 LOW PROPIIE PLATFORM DDRUM =10 6.16.31
i 4 12 ASII A Wr X 2-3W HDG AM HFx WILT 2.73 0.3E 427
6 12 ASSFW 3 "HDG A323 RATWA 0.03 0.41
6 30 GSBLW e"WGLW(WAF6R 0.03 0.7E
7 30 ABBNur E "NOG A325 HEX NUT 0.13 3.00
2 e 3 P3140 SVr X LW SON 40 GALVAM= PtK 15D4W in 9490 294.a0
6 9 30 XUBL06 ur X 3-wr X 6• X 3" U80LT (Hoa) 0.25 7.71
10 96 1 G177W HOG IUTWA91Et 00.T 327
7 xi 11 96 G12LW iR'HDG IDDGYA9EIl 0.01 IJ7
DETAIL 8 u 981 GLmvr "HDGHFAVY2HFVMUf 107 6.6E
4 13 9 X-SP219 SNlALl 9)PWRT GA RATE UNlle 66L 1 30
14 1 18 1 %LI21 B1 1 %4U2"XTIYsxT 0.2E 1 4.63
c S 13 9 B PMOBU MOlMTZC POPE C 0 B
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63 20.IS 181.62 149aJ7
7i Z3.97 207.63 1A0.18
RMOP- 81' 26.91 1 242.19153/99
P246 96" 70.7E i v M SSB0.59
Pa126 26• 40.7E 360.74 1679.SO
TOLERANCE NOTE Dlernox m
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F DPrRIPNCN OP REWSII%K D BYi DATE PROPRIETARY NOTE cHwx�n . xo. w �
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C-6 SCALE NTS
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WORK ORDER NUMBER DRAWN BY w
0
664.TUC EL CONQUISTADOR I JMR Q
0
9/21/18
FOR COMMENT
1
10/31/18
FOR PERMIT
RELEASED BY DATE
n tSXF ICA 7F' a
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PAGE
BP
NOT TO BE SUBMITTED
FOR REFERENCE ONLY
DIPLEXERS
17'-4' (INTERIOR)
REMOVE 12)
REMOVE EKISTING AND BBLI
AND REPLACE WITH lEIII!s ERICSSON DWSHELVE ML 1()
FOR 700/&W&AWAWS 12 ON
NEVI 19' RACK
NEW
0
AWS/700
MOD CELL
FIBER
BBUU
850B COMA
(I) SHELTER INTERIOR PLAN
SHLTR SCALE 3/4' a 1'-0- (22.34 SIZE)
3/8' - 1'-0' (11.17 SIZE)
EXISTING COAX ENTRY PORT
POB I BATTERIES
A/C DISTRIBUTION BOX
COMMENT
MODIFICARON TO AN EXISTING VERIZON WIRELESS UNMANNED TELECOMMUNICATIONS
FACILITY TO CONSIST OF THE FOLLOWING:
1. REMOVE (1) EXISDNG BBU
2. REMOVE (3) EXISDNG PANEL ANTENNAS
3. REMOVE (1) ETOSnNG AWS TRDU
4. REMOVE (1) EXISTING 700 TRDU
S.
REMOVE (3) EXISDNG TMAS FROM TOWER
6. REMOVE (3) OUSTING ATEL DPX-22 DIPLEXERS FROM SHELTER
E M 7. ROVE (3) EXISRNG ATEL DPX-076 DIPLEXERS FROM SHELTER
8. REMOVE (6) EXISDNG RFS FDL85002 DIPLEXERS FROM SHELTER
9. INSTALL (9) NEW PANEL ANTENNAS (REQUIRES NEW PLATFORM)
10. INSTALL (3) NEW ERICSSON RRUS-4N9 B13/B5 ON TOWER BEHIND ANTENNA 2
11. INSTALL (3) NEW ERICSSON RRUS-8843 82/B66A ON TOWER BEHIND ANTENNA 3
12. INSTAL (5) NEW COMMSCOPE CBC78 DUAL DIPLEXERS ON TOWER
13. INSTALL (1� NEW ERICSSON BB-6630
14. INSTALL (1 NEW 602 HYBRIFLEK HYBRID CABLE
15. INSTALL (2) NEW OVP-SHELF IN SHELTER
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126 W GEMINI DR
TEMPE. AZ 85283
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www.tectonlcanginserinq.com
in
WORK ORDER NUMBER DRAWN
8664.TUC EL CONQUISTADOR JMR
z
NO. DATE ISSUE
0
9/21/18
FOR COMMENT
1
10/31/18
FOR PERMIT
Nt1tA R:V t1Y DATE
¢sw
`o pt1F ICAr e
¢ 65322 0
% a ADRIAN
m a MASSIE`"
COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE
OF THE SIGNATURE AND AN ORIGINAL EMBOSSm
SEAL OR ORIGNAL STAMP IN BWE OR RED INK OF
THE PROFESSION4l ENGNEER OR LAND SURVEYOR
SHALL NOT BE CONSIDERED VAUD COPIES,
0 1 2 }
ORIGINAL S1ZE IN INCHES
SITE INFORMATION
TUC EL CONQUISTADOR
10375 N LA CANADA DR
ORO VALLEY, AZ 85737
PIMA COUNTY
VZW LC: 157557
VZW PN: 20181799413
SHEET THE
SHELTER PLAN
SHEET NUMBER
SHLTR
3
oQO.4 ,LIEY .qR/2029
�D�/NDED 19��
Town of Oro Valley
Community and Economic Development Department
February 6, 2019
Carmelina Scigliano
3923 S. McClintock Drive, Suite 409
Tempe, AZ 85285
Cscigliano(aD-tectonicengineering.com
Re: Tier II Communication Facility
Near the SWC of Lambert Lane and La Canada Drive
Action Letter, OV1802935
Dear Ms. Scigliano,
During their regularly scheduled meeting on February 5, 2019, the Planning and Zoning Commission approved the
proposed modifications to an existing Tier II Communication Facility, located near the southwest corner of Lambert
Lane and La Canada Drive.
The approved modifications do not require building permits. However, please proceed with acquiring a right-of-way
permit for installation. If you have any questions, please do not hesitate to contact me.
Best regards,
i� '4"
Milini Simms
Senior Planner
520.229.4836
msimms@orovalleyaz.gov