Staff Report - Professional Memo
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Staff Report PLANNING DIVISION
DEPARTMENT of COMMUNITY and NEIGHBORHOODS
To: Salt Lake City Administrative Hearing Officer
From: Daniel Echeverria, daniel.echeverria@slcgov.com, 385-226-3835
Date: July 15, 2021 (publication)
Re: PLNPCM2021-00368 – T-mobile Cellular Antenna Replacement
Conditional Use
PROPERTY ADDRESS: 523 W 200 North
PARCEL ID: 08-36-352-024-0000
MASTER PLAN: North Temple Boulevard Plan
ZONING DISTRICT: TSA-UC-T (Transit Station Area, Urban Center, Transition)
REQUEST: T-mobile, represented by Craig Chagnon of Crown Castle USA Inc, is requesting to
replace an existing cellular antenna array with a larger array on an existing cellular service monopole
at approximately 523 W 200 North. The subject property is located within the TSA-UC-T (Transit
Station Area, Urban Center, Transition). The monopole received Conditional Use approval in 2001 to
exceed the maximum height of 60 feet, but the approval included a condition that the antenna arrays
be flush mounted. The request will replace the existing antennas with a larger array that is wider and
not flush mounted and so requires a new conditional use review. The height of the tower will not be
increased.
RECOMMENDATION: Based on the information and findings in this staff report, Planning Staff
recommends that the Administrative Hearing Officer approve the petition.
ATTACHMENTS:
A. Vicinity Map
B. Site Photos
C. Application Narrative and Plans
D. Existing Conditions
E. Analysis of Standards
F. Public Process and Comments
G. Department Comments
PROJECT DESCRIPTION:
This petition is to increase the size of an existing cellular antenna array mounted on an existing
monopole. The existing monopole and antenna array received Conditional Use approval in 2001
(Petition #410-523). The monopole received Conditional Use approval in 2001 to exceed the
maximum height of 60 feet, but the approval included a condition that the antenna arrays be flush
mounted. Specially, the approval included the following conditions:
1. Painting the monopole, antennas and mounting equipment a flat gray color.
SALT LAKE CITY CORPORATION
451 SOUTH STATE STREET, ROOM 406 WWW.SLCGOV.COM
PO BOX 145480 SALT LAKE CITY, UT 84114-5480 TEL 801-535-7757 FAX 801-535-6174
2. Allowing two other sets of wireless telecommunication antennas on the pole provided all
antennas are flush mounted and no microwave dishes are allowed.
3. Minimal antenna bracing be used.
The request will replace the existing antennas with a larger array that is wider, with larger antenna
bracing that is not flush mounted. As the antenna mounting style and size was specifically limited
under the prior Conditional Use approval for the monopole, a new Conditional Use is required for the
monopole and antennas to eliminate that condition. The height of the tower will not be increased.
Key Facts
Tower Height: 85'6" as shown on the plans. Prior CU approved height over 60'. Height is not
changing.
Antenna Array Width: As shown, ~16.5'. Limited to 13' by City Code, overridden by federal
regulations regarding antenna replacements (see Key Issues)
Antenna Array Height: As shown, ~8'. Limited to 8' by code.
Proposed Antennas
The current array is generally attached directly to the monopole, as shown in the plan extract below.
The proposed antennas are extended out from the pole with a support structure, allowing room for
additional antennas.
Plan sheet extract showing existing and proposed antennas.
KEY ISSUES:
The key issues listed below have been identified through the analysis of the project, neighbor and
community input and department review comments.
1. Visual and Neighborhood Impacts
The subject property is located in the TSA-UC-T zone which allows for a wide variety of
uses. The monopole is located on a property used for storage. The property directly to the
north is used as a church with offices and to the east of the location is a major rail corridor.
The current antenna array on the monopole is approximately 8' in diameter. An image of
that array can be found in the photos in Attachment C. The approval will allow the antenna
array to be approximately 16' in diameter. Staff does not anticipate any substantive visual
impact versus the currently allowed antenna array, particularly as the monopole is located
directly adjacent to a heavy rail line and is not immediately abutting to any lower intensity
residential uses that would have a direct view of the array. Further, the surrounding
properties can be developed up to a height of 60' (properties to the west and north) and
up to 90' (properties to the south).
The larger antenna array is intended to serve the increasing cellular service needs of the
area. A smaller array would not serve as large of an area or as many users and would likely
result in the need for additional monopoles elsewhere in the area. The Conditional Use
approval limiting the array size was made at a time of lower cellular usage than today
(2001). Allowing the antenna array size to be increased reduces the need for additional
monopoles or other antenna structures in the area.
2. Federal Regulation Impact - 47 CFR § 1.6100
Federal regulations limit the ability of the City to limit the size of cellular antenna
replacements. Specifically, Federal regulations in 47 CFR § 1.6100 prohibit municipalities
from denying antenna replacements that do not protrude from the tower by more than
twenty feet (see subsection (b)(7)(ii)). This is further clarified in the FCC’s Declaratory
Ruling FCC-20-75. In this case, the antennas protrude from the tower approximately 7' at
their maximum, with a total diameter of approximately 16.5' feet. Although City Code
limits the area of an antenna array to a 13' diameter by 8' in height virtual cylinder area,
the federal regulation allowing for antenna protrusions of up to twenty feet pre-empts the
City’s size limits. Therefore, the 16' diameter antennas cannot be prohibited by the City
and must be approved.
Public Input
The following public notices were sent out early in the public process:
• Mailed notice to property owner and tenants within 300' of proposal on May 18.
• Notice sent to Recognized Community Organizations (Capitol Hill and Fairpark) on May
18.
• Notice sign posted on May 18.
No public input has been received on the proposal.
See Attachment F for public hearing noticing information.
DISCUSSION:
The monopole and antenna array are allowed as a conditional use. The use should be approved if
reasonable conditions are proposed, or can imposed, to mitigate the reasonably detrimental effects of
the proposed use.
The proposed use meets the Conditional Use standards and Detrimental Effects Determination as
analyzed and discussed in Attachment E of this report. No significant and unmitigable detrimental
impacts are anticipated and as such, the conditional use should be approved by the Administrative
Hearing Officer.
NEXT STEPS:
If the conditional use is approved, the applicant will be required to obtain all necessary building permits
for the project.
ATTACHMENT A: VICINITY MAP
Vicinity Map
242 248 535 509
Bliss Ct
236 245 246
244
243 242
SR-1A 235
241 240
232 232 239 238
226
545 TSA-UC-T
470
RMF-35
562
510 249
RMF-35
562 550 540
490 W
200 N Monopole Location 202 200 N
204
575
500 W
164 TSA-UC-C
162 455
TSA-UC-T 523
158
Hardware
Ave 165
160 154
140
126
152
TSA-UC-C 155
118
Subject Property
Zoning Districts
112 564 558 540
¯
SR-1A Special Development Pattern Residential
594RMF-35 Moderate Density Multi-Family Residential
552 Core
TSA-UC-C Urban Center- 0 40 80 160 240 468 460
Feet 455
TSA-UC-T Urban Center- Transition 1 1
Salt Lake City Planning Division 7/15/2021
ATTACHMENT B: SITE PHOTOS
View of existing monopole (antenna and support structures currently ~8' in diameter)
View of property to the north
View of site showing existing antenna from across the street
View of the middle of the site from across the street
View of the site, with multifamily building to the west end of the propertys
View of the monopole and associated equipment within the fenced lease area.
View northward toward the monopole from the south end of the property, showing heavy rail line
and parking structure to the eastATTACHMENT C: APPLICATION NARRATIVE AND PLANS
116 Inverness Dr E, Ste. 300 Phone: (801) 979-9077
www.crowncastle.com
Englewood, CO 80112
March 19, 2021
CITY OF SALT LAKE, UT
Planning Division
John Anderson
451 SOUTH STATE STREET, ROOM 406
SALT LAKE CITY, UT 84111
Via Electronic Submittal
**********NOTICE OF ELIGIBLE FACILITIES REQUEST**********
RE: Request for Minor Modification to Existing Wireless Facility – Section 6409
Site Address: 523 WEST 200 NORTH, SALT LAKE CITY, UT 84116
Crown Site Number: 880560 / Crown Site Name: NORTH TEMPLE STORAGE
Customer Site Number: SL04278A / Application Number: 537347
Dear John Anderson:
On behalf of Sprint PCS (“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
6409 1 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. 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 60 day
deadline 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 law.
Please note that with the submission of this letter and enclosed items, the sixty day review period has
started. Based on this filing, the deadline for issuance of approval is May 18, 2021.
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).
880560 - 523 WEST 200 NORTH, SALT LAKE CITY, UT 84116116 Inverness Dr E, Ste. 300 Phone: (801) 979-9077
www.crowncastle.com
Englewood, CO 80112
Add or replace antennas, ancillary equipment and ground equipment as per plans for an existing carrier on
an existing wireless communication facility. No tower height extension or compound expansion proposed.
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) T-Mobile Project: Sprint Retain;
(2) Construction Drawings;
(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
880560 - 523 WEST 200 NORTH, SALT LAKE CITY, UT 84116116 Inverness Dr E, Ste. 300 Phone: (801) 979-9077
www.crowncastle.com
Englewood, CO 80112
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 Does the modification increase the height of the tower by more than
the greater of:
NO (a) 10%; or
(b) the height of an additional antenna array plus separation of
up to 20 feet from the top of the nearest existing antenna?
YES/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
NO more than the width of the tower structure at the level of the
appurtenance, whichever is greater?
YES/NO Does the modification involve the installation of more than the
standard number of new equipment cabinets for the technology
NO involved or add more than four new equipment cabinets?
YES/NO Does the modification entail any excavation or deployment outside
the current site by more than 30 feet in any direction, not including
NO any access or utility easements??
YES/NO Does the modification defeat the concealment elements of the
NO eligible support structure?
YES/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
NO
C.F.R. § 1.6100(c)(7)(i) – (iv)?
If all questions in the above are area answered “NO,” then the modification does not constitute a
substantial change to the existing tower under 47 C.F.R. § 1.6100.
880560 - 523 WEST 200 NORTH, SALT LAKE CITY, UT 84116
T-MOBILE SITE NUMBER: SL04278A CROWN CASTLE BU #: 880560
523 W 200 N
T-MOBILE SITE NAME: SL03XC214 RETAIN SITE ADDRESS: SALT LAKE CITY, UT 84116
SITE TYPE: MONOPOLE COUNTY: SALT LAKE
TOWER HEIGHT: 82-6" JURISDICTION: SALT LAKE COUNTY
T-MOBILE PROJECT: SPRINT RETAIN LAT: 40° 46' 24.30" N LONG: 111° 54' 20.50" W INFINIGY
F R OM Z E R O T O I N F I N I G Y
SL04278A_SL03XC214 Retain_Sprint Retain_FCD_Coal Creek_02.23.21
the solutions are endless
SITE INFORMATION SHEET INDEX VICINITY MAP
PROPERTY INFORMATION:
SHEET DESCRIPTION
SITE ADDRESS: 523 W 200 N
SALT LAKE CITY, UT 84116 T-1 TITLE SHEET
COUNTY: SALT LAKE T-2 SPECIFICATIONS & NOTES
LATITUDE (NAD83): 40° 46' 24.30" N (40.773444°)
LONGITUDE (NAD83): 111° 54' 20.50" W (-111.905722°)
T-3 SPECIFICATIONS & NOTES
SITE
A-1 OVERALL SITE PLAN
GROUND ELEVATION (NAVD88): ±4235.56' AMSL
JURISDICTION: SALT LAKE COUNTY A-2 ENLARGED SITE PLANS
APN: ##-###-#### A-3 SOUTH ELEVATIONS
ZONING: M1 A-4 ANTENNA PLANS & RF SCHEDULES
OCCUPANCY CLASSIFICATION: U
LEGAL DESCRIPTION: SEE SHEET A-1
A-4.1 RF PLUMBING DIAGRAM
A-5 EQUIPMENT DETAILS
CONSTRUCTION INFORMATION: A-6 EQUIPMENT DETAILS
AREA OF CONSTRUCTION: EXISTING A-7 EQUIPMENT DETAILS
TYPE OF CONSTRUCTION: V-B A-8 EQUIPMENT DETAILS
PROPOSED USE: UNMANNED TELECOMMUNICATIONS
FACILITY
E-1 ONE-LINE DIAGRAM & PANEL SCHEDULE
G-1 GROUNDING DETAILS
HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR
HUMAN HABITATION. HANDICAPPED
ACCESS NOT REQUIRED. N
PROPERTY OWNER:
COMPANY: SPRINT RECTRUM
ADDRESS: 51105 WEST SOUTH SUITE 4A
CITY, STATE, ZIP: SALT LAKE CITY, UT 84114
TOWER OPERATOR:
COMPANY: CROWN CASTLE USA, INC.
ADDRESS: 1505 WESTLAKE AVE N, SUITE 800
CITY, STATE, ZIP: SEATTLE, WA 98109 DRIVING DIRECTIONS FROM T-MOBILE LOCAL OFFICE (121 W ELECTION RD, DRAPER, UT 84020): DEPART AND HEAD TOWARD ELECTION RD,TURN LEFT ONTO
APPLICANT: ELECTION RD,TURN RIGHT ONTO S LONE PEAK PKWY,TURN RIGHT ONTO UT-175 / W 11400 S,TAKE THE RAMP ON THE LEFT FOR I-15 N,KEEP STRAIGHT TO
COMPANY: T-MOBILE GET ONTO I-80 W / I-15 N,KEEP LEFT TO GET ONTO I-15 N,AT EXIT 309, HEAD ON THE RAMP RIGHT AND FOLLOW SIGNS FOR 600 NO E,TURN RIGHT ONTO N 400
ADDRESS: 12920 SE 38TH ST W,TURN RIGHT ONTO W 300 N,TURN LEFT ONTO N 500 W,ARRIVE AT: 523 W 200 N, SALT LAKE CITY, UT 84116
CITY, STATE, ZIP: BELLEVUE, WA 98006
REPRESENTATIVE: CROWN CASTLE USA, INC.
ADDRESS: 1505 WESTLAKE AVE N, SUITE 800
CITY, STATE, ZIP: SEATTLE, WA 98109 CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS
CONTACT: KELSEY PUHALLA AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY PROJECT DESCRIPTION CODE COMPLIANCE
PHONE: (206) 336-2874 THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE
E-MAIL: kelsey.puhalla@crowncastle.com PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. T-MOBILE PROPOSES TO MODIFY AN EXISTING UNMANNED ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN
TELECOMMUNICATIONS FACILITY AS FOLLOWS: ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING
TOWER SCOPE OF WORK: CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.
x REMOVE (6) SPRINT PANEL ANTENNAS, (9) SPRINT RRU'S, (1) SPRINT NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT
PROJECT TEAM APPROVALS FILTERS, (1) SPRINT PLATFORM MOUNT, & (4) SPRINT HYBRID CABLES CONFORMING TO THE LATEST EDITIONS OF THESE CODES.
x INSTALL (3) VFA10-RRU SECTOR FRAME MOUNTS & (1) MSFAA RING
ARCHITECTURAL & ENGINEERING: THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE MOUNT ASSEMBLY 1. 2018 INTERNATIONAL BUILDING CODE
COMPANY: INFINIGY ENGINEERING, PLLC DOCUMENTS & AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITH x INSTALL (3) AIR32 B2A/B66A, (3) APXVAA4L24_43-U-NA20, & (3) AIR6449 2. 2018 INTERNATIONAL MECHANICAL CODE
CONTACT: PAUL DANNEBERG CONSTRUCTION AS DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS B41 PANEL ANTENNAS 3. 2018 INTERNATIONAL FIRE CODE
PHONE: (206) 375-3798 ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & ANY x INSTALL (3) RADIO 4415, (3) RADIO 4415 B25, & (3) RADIO 4449 B71+B85 4. 2018 UNIFORM PLUMBING CODE
E-MAIL: pdanneberg@infinigy.com CHANGES OR MODIFICATIONS THEY MAY IMPOSE. x INSTALL (4) HYBRID CABLES 5. 2017 NATIONAL ELECTRICAL CODE
GROUND SCOPE OF WORK: 6. 2018 INTERNATIONAL FUEL GAS CODE
APPROVAL: SIGNATURE: DATE: x REMOVE SPRINT MMBS CABINET, BBU CABINET, PPC, ATS, & TELCO BOX 7. TIA-EIA-222-G OR LATEST EDITION
SITE ACQUISITION: x UPGRADE METER FROM 100A TO 200A 8. ASCE 7-16
PROJECT MANAGER
COMPANY: CROWN CASTLE USA, INC. x INSTALL (1) B160 CABINET & (1) B6160 CABINET W/ (3) BB 6630, (1) BB 9. NFPA 780 - LIGHTNING PROTECTION CODE
ADDRESS: 1505 WESTLAKE AVE N, SUITE 800 SITE ACQUISITION 6648, (1) DUG20, (1) RBS6601, & (1) PSU 4813 INSIDE 6160 CABINET 10. ANY OTHER NATIONAL OR LOCAL APPLICABLE CODES,
CITY, STATE, ZIP: SEATTLE, WA 98109 x INSTALL (1) GPS ANTENNA, (1) SPD BOX, (1) DISCONNECT, (1) PPC W/ MOST RECENT EDITION
CONSTRUCTION MANAGER
CONTACT: KELSEY PUHALLA CAMLOK, (1) TELCO BOX, & (2) LED TECH LIGHTS W/ TIMER 11. LOCAL AMENDMENTS TO THE ABOVE, WHERE
SITE OWNER DESIGN IS BASED ON: CROWN CASTLE APPLICATION ID 537347, REV. #0 APPLICABLE
PHONE: (206) 336-2874
E-MAIL: kelsey.puhalla@crowncastle.com RF ENGINEER
RFDS VERSION 1, DATED 12/8/2020 (CONFIG. 67D5A3997DB 6160, 12. CITY/COUNTY ORDINANCES
CONSTRUCTION MANAGEMENT: 67D53997DB_2xAIR+1OP) 13. LIFE SAFETY CODE NFPA-101
COMPANY: CROWN CASTLE USA, INC.
DEVELOPMENT MANAGER THESE PLANS HAVE BEEN DEVELOPED FOR THE MODIFICATION OF AN
T-MOBILE
UNMANNED TELECOMMUNICATIONS FACILITY OWNED OR LEASED BY R
CONTACT: JEFFREY LEE CONSTRUCTION MANAGER T-MOBILE IN ACCORDANCE WITH THE PROVIDED SCOPE OF WORK,
PHONE: (801) 347-6768
INCORPORATED IN THE PLANS BY INFINIGY. THESE PLANS ARE NOT FOR
OPS MANAGER
E-MAIL: jeffrey.lee@crowncastle.com CONSTRUCTION UNLESS STAMPED & SIGNED, & ACCOMPANIED BY A Know what's below.
REGULATORY REVIEW
PASSING STRUCTURAL STABILITY ANALYSIS FOR THE STRUCTURE AND Call before you dig.
PROJECT MANAGER MOUNT PREPARED BY A LICENSED PROFESSIONAL ENGINEER.
A. GENERAL C. COATING SYSTEM SPECIFICATIONS 1. THE LATEST EDITION OF THE AMERICAN INSTITUTE OF 12. THE CONTRACTOR SHALL PROVIDE CONTINUOUS 23. THE LATEST EDITION OF ALL PERMITTED AND APPROVED
ARCHITECTS DOCUMENT A201 "GENERAL CONDITIONS OF SUPERVISION AND DIRECT ALL WORK WHILE ANY PLANS PERTAINING TO THIS PROJECT SHALL BE KEPT IN
1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLIAMS 1. DTM ACRYLIC COATING (SERIES B66) BY SHERWIN THE CONTRACT FOR CONSTRUCTION" ARE INCLUDED IN SUBCONTRACTORS OR WORKERS ARE ONSITE, USING A PLAN BOX AND SHALL NOT BE USED BY WORKERS. ALL
UNLESS SPECIFICALLY NOTED OTHERWISE BY T-MOBILE. WILLIAMS CO. 1MIL DFT PER COAT APPLIED IN TWO THESE SPECIFICATIONS AS IF COMPLETELY HIS OR HER BEST SKILL AND ATTENTION. THE CONSTRUCTION SETS SHALL REFLECT THE SAME
COATS OVER DTM BONDING PRIMER (B66A50). REPRODUCED HEREIN. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN
2. CONTRACTOR SHALL PREPARE ALL SURFACES AND CONSTRUCTION MEANS, METHODS, TECHNIQUES, IN GOOD CONDITION, ONE COMPLETE SET OF PLANS
APPLY ALL FINISHES PER LATEST EDITION OF 2. 100% ACRYLIC, LATEX COATING EQUIVALENT TO A-100 2. THIS FACILITY IS AN UNOCCUPIED PCS PROCEDURES, SEQUENCES, AND COORDINATION OF ALL WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS
MANUFACTURER'S SPECIFICATIONS. (SERIES A-82) BY SHERWIN WILLIAMS CO. 1 MIL DFT PER TELECOMMUNICATIONS SITE AND IS EXEMPT FROM ADA PORTIONS OF THE CONTRACTED WORK. ON THE PREMISES AT ALL TIMES. THESE ARE TO BE
COAT APPLIED IN TWO COATS OVER SPECIFIED PRIMER. ACCESS REQUIREMENTS. UNDER THE CARE OF THE CONSTRUCTION
3. COMPLY WITH MANUFACTURER'S WRITTEN 13. WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST SUPERINTENDENT.
INSTRUCTIONS REGARDING SUFFICIENT DRYING TIME D. PAINT & PRIMER 3. PRIOR TO SUBMISSION OF BIDS, THE CONTRACTORS QUALITY OF THE TRADE INVOLVED, AND SHALL MEET OR
BETWEEN COATS WITH PROVISIONS AS RECOMMENDED PARTICIPATING SHALL VISIT THE JOB SITE WITH THE EXCEED THE FOLLOWING MINIMUM REFERENCE 24. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND
BY MANUFACTURER FOR EXISTING WEATHER ANTENNAS CONSTRUCTION AND CONTRACT DOCUMENTS TO STANDARDS FOR QUALITY AND PROFESSIONAL WASTE MATERIALS ON A DAILY BASIS, EXCEPT FOR THAT
CONDITIONS. PRIMER - KEM AQUA E61-W525 CONFIRM THAT THE PROJECT CAN BE ACCOMPLISHED AS CONSTRUCTION PRACTICE: SPECIFIED AS THE PROPERTY OF THE BUILDING OR
TOPCOAT - COROTHANE II B65W200/B60V22 DESIGNED HEREIN, AS WELL AS TO FAMILIARIZE PROPERTY OWNER AND SHALL EXERCISE STRICT
4. FINISH COLOR AND TEXTURE OF ALL PAINTED SURFACES THEMSELVES WITH ALL FIELD CONDITIONS AFFECTING NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION CONTROL OVER SITE CLEANING THROUGHOUT
SHALL MATCH EXISTING ADJACENT SURFACES UNLESS BTS CABINET THE PROPOSED PROJECT INCLUDING DEMOLITION, O'HARE INTERNATIONAL CENTER CONSTRUCTION AND FINAL CLEAN-UP UPON
OTHERWISE NOTED BY T-MOBILE. PRIMER - KEM AQUA E61-W525 ELECTRICAL, MECHANICAL AND STRUCTURAL 10255 W. HIGGINS ROAD, SUITE 600 COMPLETION OF WORK. ALL AREAS ARE TO BE LEFT IN A
TOPCOAT - COROTHANE II B65W200/B60V22 INSTALLATIONS PRIOR TO PROCEEDING WITH ROSEMONT, IL 60018-5607 BROOM CLEAN CONDITION AT THE END OF EACH DAY
5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDED CONSTRUCTION. SHOULD ANY ERRORS, OMISSION, OR THEN AT A VACUUM CLEAN CONDITION, FREE FROM
TO THE T-MOBILE CONSTRUCTION MANAGER. COAXIAL JUMPER CABLES DISCREPANCIES BE FOUND, THE GENERAL CONTRACTOR SMACNA SHEET METAL AND AIR CONDITIONING PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE AT
INFINIGY
PRIMER - AS REQUIRED FOR ADHESION. APPLY ONE SHALL IMMEDIATELY NOTIFY IN WRITING, THE T-MOBILE CONTRACTORS COMPLETION OF WORK.
6. PREPARE PREVIOUSLY PAINTED SURFACE BY LIGHT COAT OF KEM CONSTRUCTION MANAGER AND THE ARCHITECT. NATIONAL ASSOCIATION
SANDING WITH 400 GRIT SANDPAPER AND AQUA WATER REDUCIBLE PRIMER E61W25 4201 LAFAYETTE CENTER DRIVE 25. THE GENERAL CONTRACTOR MUST PERFORM WORK
NON-HYDROCARBON WASH. PREPARE GALVANIZED REDUCED 25% 4. IN THE EVENT OF DISCREPANCIES WITHIN THESE CHANTILLY, VA 20151-1219 DURING PROPERTY OWNER'S PREFERRED HOURS TO
SURFACES BY ACID ETCH OR SOLVENT CLEANING IN TOPCOAT - 2 COATS COROTHANE II POLYURETHANE DRAWINGS, THE CONTRACTOR SHALL INCLUDE THE AVOID DISRUPTION OF NORMAL ACTIVITY. F R OM Z E R O T O I N F I N I G Y
ACCORDANCE WITH SSPC-SP1. B65W200/B60V2 MORE COSTLY OR EXTENSIVE WORK IN THE BID, UNLESS IILP INTERNATIONAL INSTITUTE FOR LATH AND PLASTER the solutions are endless
SPECIFICALLY DIRECTED OTHERWISE BY T-MOBILE. IF A 820 TRANSFER ROAD 26. ALL EXPOSED METAL SHALL BE HOT-DIPPED
7. FURNISH DROP CLOTHS, SHIELDS, MASKING AND OTHER RAW STEEL DISCREPANCY EXISTS AND THE PROJECT MANAGER AND ST. PAUL, MN 55114-1406 GALVANIZED.
PROTECTIVE METHODS TO PREVENT SPRAY OR PRIMER - KEM BOND HS B50WZ4, DMT ACRYLIC PRIMER ARCHITECT ARE NOT NOTIFIED, THE GENERAL
DROPPINGS FROM DAMAGING ADJACENT SURFACES AND TOPCOAT - 2 COATS COROTHANE II POLYURETHANE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL 14. INSTALL ALL EQUIPMENT AND MATERIALS PER THE 27. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS
FACILITIES. B65W200/B60V2 COSTS INCURRED TO REPAIR OR CORRECT ALL LATEST EDITION OF THE MANUFACTURER'S WITH U.L. LISTED OR FIRE MARSHALL APPROVED
PROBLEMS THAT RESULT. INSTALLATION SPECIFICATIONS UNLESS OTHERWISE MATERIALS IF AND WHERE APPLICABLE TO THIS FACILITY
8. APPLY PAINT BY AIRLESS SPRAY, SANDING LIGHTLY GALVANIZED METAL INDICATED BY T-MOBILE, OR WHERE LOCAL CODES OR AND PROJECT SITE.
BETWEEN EACH SUCCEEDING ENAMEL COAT ON FLAT ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR 5. THESE DRAWINGS SHALL NOT BE SCALED AS THESE REGULATIONS TAKE PRECEDENCE.
SURFACES. APPLY MATERIAL TO ACHIEVE A COATING NO PRIMER COAT AND DRAWINGS ARE INTENDED TO BE FOR DIAGRAMMATIC 28. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A
THINNER THAN THE DRY FILM THICKNESS INDICATED. FINISH COAT (GALVITE HIGH SOLIDS OR DTM PURPOSES ONLY. FIGURED DIMENSIONS HAVE 15. THE CONTRACTOR SHALL VERIFY, COORDINATE, AND RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75
PRIMER/FINISH) PRECEDENCE OVER DRAWING SCALE AND DETAIL PROVIDE ALL NECESSARY BLOCKING, BACKING, FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE
9. APPLY BLOCK FILTER TO CONCRETE BLOCK DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE FRAMING, HANGERS OR OTHER SUPPORTS FOR ALL PROJECT AREA UNDER CONSTRUCTION.
CONSTRUCTION AND ENSURE COMPLETE COVERAGE STAINLESS STEEL DRAWINGS. CONTRACTOR SHALL CHECK THE ACCURACY ITEMS.
WITH PORES COMPLETELY FILLED. PRIMER - OTM WASH PRIMER, B71Y1 OF ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY 29. ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER
TOPCOAT - 2 COATS COROTHANE II POLYURETHANE NOTED, DO NOT FABRICATE ANY MATERIALS, OR BEGIN 16. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL NEC ARTICLES 250 AND 810.
10. CONTRACTOR SHALL CORRECT RUNS, SAGS, MISSES B65W200/B60V2 ANY CONSTRUCTION UNTIL THE ACCURACY OF DRAWING GIVE ALL REQUIRED CONSTRUCTION NOTICES AND
AND OTHER DEFECTS INCLUDING INADEQUATE DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL FIELD SHALL COMPLY WITH ALL APPLICABLE LOCAL CODES, 30. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF
COVERAGE AS DIRECTED BY THE T-MOBILE PRE-PRIMED STEEL DIMENSIONS. REGULATIONS, LAWS AND ORDINANCES, AS WELL AS THE CONDITIONED SPACES SUCH AS AT WALL AND ROOF
CONSTRUCTION MANAGER. REPAINT AS NECESSARY TO TOUCH UP ANY RUST OR UN-PRIMED STEEL WITH KEM STATE DEPARTMENT OF INDUSTRIAL RELATIONS PENETRATIONS SHALL BE CAULKED OR SEALED TO LIMIT
ACHIEVE SURFACES THAT ARE SMOOTH, EVENLY BOND HS, 6. THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID REGULATIONS, INCLUDING BUT NOT LIMITED TO THE INFILTRATION OF AIR AND MOISTURE.
COATED WITH UNIFORM SHEEN AND FREE FROM SS0WZ4 ALL MATERIALS, EQUIPMENT, APPURTENANCES AND DIVISION OF OCCUPATIONAL SAFETY AND HEALTH
BLEMISHES. LABOR NECESSARY TO COMPLETE THE WORK AS (OSHA). 31. UPON COMPLETION OF CONSTRUCTION, T-MOBILE
ALUMINUM & COPPER INDICATED OR IMPLIED BY THESE DRAWINGS. CONSTRUCTION MANAGER SHALL CONDUCT A
B. PAINTING SCOPE PRIMER - DTM WASH PRIMER, B71Y1 17. THE CONTRACTOR SHALL PROTECT ALL PROPERTY WALK-THRU WITH PROPERTY OWNER OR
TOPCOAT - 2 COATS COROTHANE II POLYURETHANE 7. CONTRACTOR SHALL NOTIFY THE T-MOBILE FROM DAMAGE THAT MAY OCCUR DURING REPRESENTATIVE OF PROPERTY OWNER.
1. PAINT THE FOLLOWING MATERIALS AND SYSTEMS B65W200/B60V2 CONSTRUCTION MANAGER, THE PROPERTY OWNER AND CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING
CHECKED BELOW WITH THE COATING SYSTEM THE ARCHITECT IF ANY DETAILS ARE CONSIDERED FINISHES, CONSTRUCTION, STRUCTURE, LANDSCAPING, 32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
INDICATED. CONCRETE MASONRY IMPRACTICAL, UNSUITABLE, UNSAFE, NOT WATERPROOF, CURBS, STAIRS, OR EQUIPMENT, ETC. SHALL BE MAINTAINING ALL SYSTEM EQUIPMENT IN A CLEAN
PRIMER - PRO MAR EXTERIOR BLOCK FILLER OR NOT WITHIN CUSTOMARY TRADE PRACTICE. IF WORK IMMEDIATELY REPAIRED OR REPLACED TO THE WORKING ORDER UNTIL ACCEPTANCE OF THE PROJECT
PAINTING SCOPE TOPCOAT - 2 COATS A-100 LATEX HOUSE & TRIM, SHEEN IS PERFORMED, IT WILL BE ASSUMED THAT THERE IS NO SATISFACTION OF T-MOBILE AND THE PROPERTY BY T-MOBILE.
TO MATCH OBJECTION TO ANY DETAIL. DETAILS ARE INTENDED TO OWNER'S REPRESENTATIVE, AT THE EXPENSE OF THE
DO
COATING SHOW THE END RESULT OF THE DESIGN. MINOR CONTRACTOR. 33. INSTALL ALL EQUIPMENT AND MATERIALS PER THE
SURFACE TO BE PAINTED PAINT NOT N/A
SYSTEM CONCRETE STUCCO(EXISTING) MODIFICATIONS MAY BE REQUIRED TO SUIT JOB LATEST EDITION OF THE MANUFACTURER'S
PAINT
2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCH CONDITIONS, AND SHALL BE INCLUDED AS PART OF THE 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY
BTS UNIT X WORK. SHALL REPLACE OR REMEDY, ANY FAULTY, IMPROPER, OTHERWISE INDICATED, OR WHERE LOCAL CODES OR
ALL EQUIPMENT & CABINETS STUCCO OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY REGULATION TAKE PRECEDENCE.
X
OTHER THAN THE BTS UNIT PRIMER - PRO MAR MASONRY CONDITONER 8. EXISTING ELEVATIONS AND LOCATIONS SHALL BE DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR AFTER
ANTENNA COVERS, TILT B-46-W21000 VERIFIED BY THE CONTRACTOR BEFORE THE COMPLETION AND ACCEPTANCE OF THE WORK BY
BRACKETS, MOUNTING TOPCOAT - SUPERPAINT A-80 SERIES A-89 SATIN A-84 CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN T-MOBILE UNDER THIS CONTRACT.
BRACKETS AND ASSOCIATED GLOSS ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE
SEE SEE
HARDWARE, CABLE AND CABLE T-MOBILE CONSTRUCTION MANAGER AND THE 19. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL
PLANS PLANS
COVERS EXPOSED TO VIEW, WOOD ARCHITECT SO THAT MODIFICATIONS CAN BE MADE CONTRACTOR TO PROTECT AND LOCATE, OR CONTACT
EXPOSED CONDUIT AND PRIMER - A-100 EXTERIOR ALKYD WOO9D PRIMER BEFORE PROCEEDING WITH THE WORK. AN OUTSIDE AGENCY TO LOCATE, ALL EXISTING
HANGERS, ETC. Y-24W20 UTILITIES REGARDLESS OF WHETHER OR NOT SHOWN
FLASHING UNITS, METAL TRIM TOPCOAT - 2 COATS A-100 LATEX HOUSE & TRIM SHEEN 9. THE CONTRACTOR SHALL VERIFY ALL TELEPHONE & HEREIN. THE CONTRACTOR SHALL BEAR ALL EXPENSES
X
AND OTHER METAL SURFACES TO RADIO EQUIPMENT LAYOUTS, SPECIFICATIONS, FOR THE REPAIR OR REPLACEMENT OF UTILITIES OR
STUCCO, CONCRETE, MATCH ADJACENT SURFACES PERFORMANCE, INSTALLATION AND FINAL LOCATIONS OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE
CONCRETE BLOCK AND
X WITH T-MOBILE CONSTRUCTION MANAGER PRIOR TO EXECUTION OF WORK.
CEMENTIOUS TYPE FINISH
BEGINNING WORK. THE CONTRACTOR SHALL BE
SYSTEMS.
RESPONSIBLE FOR COORDINATING ALL WORK WITH 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
PLYWOOD, LUMBER AND WOOD
ERICSSON RADIO SYSTEMS. COMPLETE SECURITY OF THE PROJECT SITE WHILE THE
TRIM INCLUDING THE BACK SIDE X
JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED
OF ALL SCREEN WALLS
DRYWALL X 10. ALL SYMBOLS & ABBREVIATIONS USED ON THESE AND ACCEPTED BY T-MOBILE.
CONCRETE POLES X DRAWINGS ARE CONSIDERED CONSTRUCTION
METAL POLES AND METAL POLE STANDARDS. IF THE CONTRACTOR HAS QUESTIONS 21. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER,
X REGARDING THEIR EXACT MEANING, THE T-MOBILE POWER AND TOILET FACILITIES AS REQUIRED BY THE
STAND-OFF
CONSTRUCTION MANAGER AND THE ARCHITECT SHALL PROPERTY OWNER, T-MOBILE, AND THE CITY OR
BE NOTIFIED FOR CLARIFICATION BEFORE THE GOVERNING AGENCY.
CONTRACTOR PROCEEDS WITH THE WORK.
22. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR
11. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REDLINING THE CONSTRUCTION DOCUMENTS TO
PERMITS, LICENSES AND INSPECTIONS NECESSARY FOR ILLUSTRATE THE AS-BUILT CONDITION OF THE SITE. THIS
PERFORMANCE OF THE WORK AND INCLUDE THOSE IN SHALL BE DONE AFTER THE SITE HAS BEEN AWARDED
THE COST OF THE WORK TO T-MOBILE. FINAL INSPECTION BY THE RESPONSIBLE BUILDING
AGENCY. ONE SET OF REDLINED DRAWINGS SHALL BE
PROVIDED TO THE T-MOBILE CONSTRUCTION MANAGER.
2 PAINT SPECIFICATIONS 1 GENERAL SPECIFICATIONS
A. GENERAL C. CONCRETE 13. ANCHORING: ALL ANCHOR BOLTS, REINFORCING STEEL,
DOWELS, INSERTS, ETC., SHALL BE WELL SECURED IN
1. PRECEDENCE: UNLESS OTHERWISE SHOWN OR 1. STRENGTH: CONCRETE FOR THE PROJECT SHALL HAVE POSITION PRIOR TO PLACING CONCRETE. NO
SPECIFIED, THE FOLLOWING GENERAL NOTES SHALL THE FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT REPOSITIONING DURING CONCRETE POUR IS ALLOWED.
APPLY. INFORMATION ON THESE DRAWINGS SHALL HAVE AGE OF 28 DAYS:
THE FOLLOWING PRECEDENCE. 14. SLABS SHALL BE SPRAYED WITH A CURING COMPOUND
LOCATION STRENGTH WT. SLUMP IMMEDIATELY AFTER FINISHING. CURING COMPOUNDS
A. ALL DIMENSIONS TO TAKE PRECEDENCE OVER ADMIXTURE USED ON CONCRETE WHERE TILE OR FLOOR COVERING
SCALE SHOWN ON PLANS, SECTIONS AND DETAILS. SLAB&FOOTING 3000psi 150pcf 4" IS TO BE BONDED TO THE CONCRETE SURFACE SHALL BE
NONE APPROVED BY THE TILE OR FLOOR COVERING
B. NOTES AND DETAILS ON DRAWINGS SHALL TAKE MANUFACTURER. KEEP SLAB WET FOR 7 DAY MINIMUM
PRECEDENCE OVER GENERAL NOTES AND TYPICAL 2. INSPECTION: CONCRETE WITH SPECIFIED STRENGTH PERIOD.
DETAILS. GREATER THAN 2500psi SHALL BE CONTINUOUSLY
INSPECTED DURING PLACEMENT BY A DEPUTY 15. CONSOLIDATION: ALL CONCRETE SHALL BE VIBRATED AS
C. MATERIAL NOTES AND SPECIFICATIONS ON THE INSPECTOR EMPLOYED BY A TESTING LABORATORY IT IS BEING PLACED WITH ELECTRICALLY OPERATED
DRAWINGS SHALL TAKE PRECEDENCE OVER THE APPROVED BY THE BUILDING DEPT. VIBRATING EQUIPMENT.
SPECIFICATIONS.
3. REBAR GRADES: REINFORCING STEEL SHALL BE CLEAN D. TIMBER
2. OTHER TRADES: SEE THE ARCHITECTURAL DRAWINGS PREFORMED BARS CONFORMING TO ASTM A615 AS
FOR ALL DIMENSIONS NOT SHOWN. FOLLOWS: 1. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS
SHALL BE NO. 1 GRADE DOUGLAS FIR., S45, UNLESS
INFINIGY
3. GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL #4 & SMALLER BARS.................GRADE 40 NOTED OTHERWISE.
APPLY UNLESS SPECIFICALLY SHOWN OR NOTED #5 & LARGER BARS...................GRADE 60
OTHERWISE. CONSTRUCTION DETAILS NOT FULLY ALL BARS AT CAISSON FOOTING...GRADE 60 2. ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS
SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHALL BE NO.2 GRADE DOUGLAS FIR, S45, UNLESS
SHOWN FOR SIMILAR CONDITIONS. 4. FOUNDATIONS & SLABS: TYPE V, LOW ALKALI, NOTED OTHERWISE. F R OM Z E R O T O I N F I N I G Y
CONFORMING TO ASTM C-150. PIER/CAISSON FOOTINGS: the solutions are endless
4. SHORING: IT SHALL BE THE RESPONSIBILITY OF THE TYPE V, LOW ALKALI, CONFORMING TO ASTM C-150. 3. STRIPPING, BLOCKING, BACKING AND OTHER
CONTRACTOR TO INSTALL ALL TEMPORARY BRACING NON-STRUCTURAL LUMBER SHALL BE NO. 2 OR STD &
AND SHORING TO INSURE THE SAFETY OF THE WORK 5. AGGREGATE: USED IN THE CONCRETE SHALL CONFORM BTR GRADE DOUGLAS FIR, S45. 2X4 STUD WALLS SHALL
UNTIL IT IS COMPLETED. THIS INCLUDES UNDERPINNING TO ASTM C-33. USE ONLY AGGREGATES KNOWN NOT TO BE D.F. STANDARD & BTR.
EXISTING FOOTINGS WHERE APPLICABLE. CAUSE EXCESSIVE SHRINKAGE. THE MAXIMUM SIZE
AGGREGATE IN CONCRETE WORK SHALL BE THE 4. ALL BEAMS, JOISTS AND RAFTERS SHALL BE INSTALLED
5. SAFETY: THESE DRAWINGS REPRESENT THE FINISHED FOLLOWING: WITH CROWN SIDE UP.
STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO
NOT INDICATE THE METHOD OF CONSTRUCTION. A. FOUNDATIONS & SLABS 9" OR LESS: 3/4" GRAVEL 5. ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD
B. PIER/CAISSON FOOTING: 1" GRAVEL. SHEATHING WITH A SPAN INDEX RATIO 32/16. EDGE NAIL
6. WATERPROOFING: WATERPROOFING AND DRAINAGE WITH8d AT 6" O.C. UNLESS NOTED OTHERWISE ON PLANS.
DETAILS OR SPECIFICATIONS SHOWN IN THESE 6. SHALL BE CLEAN AND FREE FROM DELETERIOUS FIELD NAIL WITH 8d AT 12" O.C.
DRAWINGS ARE FOR GENERAL INFORMATIONAL AMOUNT OF ACIDS, ALKALIS, ORGANIC MATERIALS AND
PURPOSES ONLY. CONTRACTOR TO NOTIFY THE SHALL BE SUITABLE FOR HUMAN CONSUMPTION. 6. PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN
T-MOBILE CONSTRUCTION MANAGER AND THE PERPENDICULAR TO SUPPORTS AND WITH THE EDGES
ARCHITECT IF ANY INADEQUATE OR IMPROPER 7. MIXING: PREPARATION OF CONCRETE SHALL CONFORM STAGGERED, UNLESS NOTED OTHERWISE ON THE
CONDITIONS. TO ASTM C-94. NO MORE THAN 90 MINUTES SHALL PLANS.
ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE
B. STEEL PLACEMENT UNLESS APPROVED BY A TESTING AGENCY. 7. PLYWOOD SHALL BE GRADE MARKED BY DFPA, TECO, OR
PTL AND SHALL CONFORM TO PS 1-83.
1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE 8. SEGREGATION OF AGGREGATES: CONCRETE SHALL NOT
MEMBERS SHALL CONFORM TO ASTM A-36 AND BE BE FLOPPED THROUGH REINFORCING STEEL (AS IN 8. THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER
FABRICATED IN ACCORDANCE WITH THE SPECIFICATIONS WALLS, COLUMNS, CAISSON, AND DROP CAPITALS) SO AS SHALL NOT EXCEED 24% AT THE TIME OF INSTALLATION.
OF THE AISC. TO CAUSE SEGREGATION OF AGGREGATES. USE
HOPPERS, CHUTES, TRUNKS OR PUMP HOSE SO THAT 9. MINIMUM NAILING SHALL COMPLY WITH TABLE 23-1-q OF
2. ALL BOLTS SHALL CONFORM TO ASTM A-307 UNLESS THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT BUILDING CODE. ALL NAILS SHALL BE COMMON WIRE
OTHERWISE NOTED ON PLANS. HIGH STRENGTH BOLTS EXCEED 5 FT. NAILS.
SHALL CONFORM TO ASTM A-325
9. SPLICES OF REINFORCING STEEL SHALL BE LAPPED A 10. ALL BOLTS SHALL HAVE STANDARD CUT WASHERS
3. STEEL PIPE COLUMNS SHALL BE GRADE "B" MINIMUM OF 30 DIAMETERS AND SECURELY WIRED UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH
CONFORMING TO ASTM A53. TOGETHER. SPLICES OF ADJACENT REINFORCING BARS WOOD.
SHALL BE STAGGERED WHEREVER POSSIBLE.
4. STEEL TUBING SHALL BE GRADE "B" CONFORMING TO 11. LAG BOLTS SHALL BE SCREWED INTO PLACE, NOT
ASTM A500. 10. REAR CLEARANCE: MINIMUM COVERAGE FOR JOISTS, DRIVEN. LAG BOLTS SHALL BE INSTALLED IN
BEAMS, GIRDERS AND COLUMNS SHALL BE TO FACE OF PRE-DRILLED HOLES WITH A DIAMETER EQUAL TO 75%
5. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC STIRRUPS OR TIES. UNLESS OTHERWISE NOTED, DIAMETER OF BOLT.
METHOD. ALL WELDERS SHALL BE PROPERLY QUALIFIED CONCRETE COVERAGE FOR REINFORCING BARS TO
AND BE PRE-APPROVED. SURPLUS METAL SHALL BE FACE OF BAR SHALL BE AS FOLLOWS: 12. CONNECTORS: ALL SHEET METAL FRAMING
DRESSED OFF TO SMOOTH, EVEN SURFACES WHERE CONNECTORS SHOWN IN THE PLANS SHALL BE STRONG
WELDS ARE NOT EXPOSED TO VIEW. ALL WELDING SHALL A. CONCRETE IN CONTACT WITH EARTH, UNFORMED CONNECTORS AS MANUFACTURED BY THE SAMSON
COMPLY WITH THE LATEST A.W.S. SPECIFICATIONS. 3" COMPANY. SUBSTITUTIONS MAY BE MADE WHEN
B. CONCRETE IN CONTACT WITH EARTH, FORMED 2" APPROVED BY THE STRUCTURAL ENGINEER.
6. THE FOLLOWING WELDING EQUIPMENT MUST BE USED: C. WALL, EXTERIOR FACE 1-1/2"
A. 250 AMP WELDERS. D. WALL, INTERIOR FACE 1" 13. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT
B. ROD OVENS. E. STRUCTURAL SLABS 3/4" WITH MASONRY OR CONCRETE SHALL BE WOLMANIZED
C. GRINDERS. F. JOISTS 3/4" PRESSURE TREATED LUMBER OR A NATURALLY DECAY
G. BEAMS, GIRDERS & COLUMNS 1-1/2" RESISTANT LUMBER SUCH AS REDWOOD OR CEDAR.
7. NO BUZZ BOXES SHALL BE USED.
11. PENETRATIONS: NO SLEEVES OR CHASES SHALL BE 14. ALASKAN YELLOW CEDAR GLUE-LAMINATED BEAMS
8. ALL STRUCTURAL STEEL SHALL HAVE MILL PLACED IN BEAMS, SLABS, WALLS AND COLUMNS, A. LUMBER SPECIES: ALASKAN YELLOW CEDAR (A.C.)
CERTIFICATION. MILL CERTIFICATION SHALL BE KEPT ON EXCEPT THOSE SHOWN ON THE PLANS. CONTRACTOR CONFORMING TO 20F-V12
THE JOB SITE FOR EXAMINATION BY THE DESIGN SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATIONS OF B. STRENGTH PROPERTIES:
ENGINEER AND THE CITY INSPECTOR. ANY ADDITIONAL SLEEVES OR CHASES. ALL PLUMBING, Fb BOTTOM FIBER BENDING STRESS 2000psi MIN.
ELECTRICAL AND MECHANICAL OPENINGS SHALL BE Fb TOP FIBER BENDING STRESS 1000psi MIN.
9. ALL HIGH STRENGTH BOLTS SHALL HAVE MILL SLEEVES. CORING IS NOT ALLOWED UNLESS PRIOR Fv SHEAR STRESS 190psi MIN.
CERTIFICATION. MILL CERTIFICATION SHALL BE KEPT ON APPROVAL IS OBTAINED FROM THE STRUCTURAL Fc COMPRESSION STRESS PERPENDICULAR TO
THE JOB SITE FOR EXAMINATION BY THE INSPECTOR. ENGINEER. GRAIN 560psi MIN.
C. MODULUS ELASTICITY 1400ksi MIN.
10. STEEL THAT HAD BEEN WELDED, CUT OR SCRATCHED IN 12. EMBEDDED ITEMS: CONDUIT PLACED IN A CONCRETE D. CAMBER TO RADIUS OF 1600° U.O.N.
THE FIELD SHALL BE TOUCHED UP WITH COLD SLAB SHALL NOT HAVE AN OUTSIDE DIAMETER GREATER E. ALL GLB'S SHALL BE FABRICATED WITH EXTERIOR
GALVANIZING PAINT. THAN 1/4 THE THICKNESS OF THE SLAB. CONDUIT SHALL GLUE.
NOT BE EMBBEDED IN A SLAB THAT IS LESS THAN 3-1/2" F. MANUFACTURE OF GLB'S SHALL CONFORM TO THE
11. WELDING INDICATED IN THESE DRAWINGS IS DESIGNED THICK, UNLESS SLAB IS LOCALLY THICKENED. MINIMUM UBC.
FOR ONE HALF OF ALLOWABLE CODE STRESSES UNLESS CLEAR DISTANCE BETWEEN COUNDUITS SHALL BE SIX G. GLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITH
NOTED "FULL STRESS" AT END OF WELD SYMBOL. INCHES. ANSI/AITC A190.1 AND ASTM D3737.
2 NOT USED 1 STRUCTURAL SPECIFICATIONS
LEGAL DESCRIPTION:
NOT PROVIDED
W 2ND N
200 N
PROPOSED T-MOBILE
INFINIGY
F R OM Z E R O T O I N F I N I G Y
EQUIPMENT AREA WITHIN
the solutions are endless
EXISTING CROWN CASTLE
COMPOUND (SEE SHEET A-2)
APN: ##-###-####
N 500 W
ZONING: INDUSTRIAL
EXISTING BUILDING (TYP.)
EXISTING
PARKING LOT
INFORMATION CONTAINED WITHIN DRAWINGS
IS BASED ON PROVIDED INFORMATION AND IS
NOT THE RESULT OF A FIELD SURVEY.
1 OVERALL SITE PLAN
22"x34" SCALE: 1" = 30'-0"
11"x17" SCALE: 1" = 60'-0" 30' 15' 30'
INFORMATION CONTAINED WITHIN DRAWINGS
EXISTING SPRINT MMBS IS BASED ON PROVIDED INFORMATION AND IS
CABINET TO BE REMOVED NOT THE RESULT OF A FIELD SURVEY.
EXISTING SPRINT BBU
EXISTING SPRINT CABINET TO BE REMOVED
±3'-0"
5'-9"x9'-6" EQUIPMENT EXISTING PROPANE PROPOSED T-MOBILE EQUIPMENT
PLATFORM TO REMAIN TANK BY OTHERS AREA WITHIN EXISTING CROWN
CASTLE COMPOUND
EXISTING PROPANE
EXISTING ACCESS TANK BY OTHERS
GATE, TYP.
±4'-0"
EXISTING SPRINT FIBER
INFINIGY
INGRESS
BOX TO BE RELOCATED
EGRESS
EXISTING SPRINT UTILITY
EXISTING SPRINT ICE H-FRAME TO REMAIN
BRIDGE TO REMAIN F R OM Z E R O T O I N F I N I G Y
EXISTING SPRINT TELCO the solutions are endless
EXISTING SPRINT HYBRID CABLES BOX TO BE REMOVED
TO BE REMOVED - SEE ANTENNA
SCHEDULES ON SHEET A-4
EXISTING SPRINT 100A
EXISTING ICE BRIDGE, TYP.
PPC TO BE REMOVED
EXISTING CHAIN LINK
FENCE W/ BARBED WIRE
EXISTING GENERATOR
BY OTHERS
3 EXISTING ENLARGED EQUIPMENT PLAN
22"x34" SCALE: 1/2" = 1'-0"
11"x17" SCALE: 1/4" = 1'-0" 2' 1' 0' 2'
RF EQUIPMENT SCOPE OF WORK-SEE RFDS
x INSTALL (3) BB 6630, (1) BB 6648, (1) DUG20, (1) PROPOSED T-MOBILE ANTENNA
RBS6601, & (1) PSU 4813 INSIDE 6160 CABINET AREA (SEE SHEET A-4)
PROPOSED T-MOBILE LED TECH 2
LIGHTS (2 TOTAL) W/ TIMER A-7
PROPOSED T-MOBILE EXISTING CROWN
B160 CABINET PROPOSED T-MOBILE 200A METER CASTLE MONOPOLE
1 7 1
RELOCATED
A-6 A-6 A-7 SPRINT FIBER BOX
PROPOSED T-MOBILE 200A
DISCONNECT ON H-FRAME
PROPOSED T-MOBILE TELCO
BOX 4'x4', NEMA4 RATED
PROPOSED T-MOBILE SPD BOX
MOUNTED TO SIDE OF 6160 CABINET EXISTING FOUNDATION PIER
PROPOSED T-MOBILE 6160
CABINET W/ PROPOSED (1) BB 6648
AND (3) BB 6630, & (1) PSU 4813
2 4 5 7 8
A-6 A-6 A-6 A-6 A-6
PROPOSED T-MOBILE 200A PPC W/
±1'-0" ±4" ±3'-10" CAM-LOK GEN PLUG ON H-FRAME
--
A-8
PROPOSED T-MOBILE GPS ANTENNA
EXISTING T-MOBILE ICE BRIDGE
PROPOSED T-MOBILE HYBRID 3
CABLES - SEE ANTENNA A-6
SCHEDULES ON SHEET A-4
2 PROPOSED ENLARGED EQUIPMENT PLAN
22"x34" SCALE: 1/2" = 1'-0"
1 ENLARGED SITE PLAN
22"x34" SCALE: 1/8" = 1'-0"
11"x17" SCALE: 1/4" = 1'-0" 2' 1' 0' 2' 11"x17" SCALE: 1/16" = 1'-0" 8' 6' 4' 2' 0' 8'
NOTE:
x CONTRACTOR TO VERIFY WITH CROWN CASTLE
IF THE SITE WILL REQUIRE USE OF A CRANE FOR
INSTALLATION, AND APPLICABLE CRANE HEIGHT
IF NEEDED, PRIOR TO CONSTRUCTION.
TOP OF EXISTING MONOPOLE TOP OF EXISTING MONOPOLE
ELEV. = ±82-6" REF., ±85'-6" AGL ELEV. = ±82-6" REF., ±85'-6" AGL
TOP OF EXISTING SPRINT ANTENNAS TOP OF PROPOSED T-MOBILE ANTENNAS
ELEV. = ±78'-6" REF., ±82'-0" AGL ELEV. = ±80'-0" REF., ±83'-0" AGL
℄ OF EXISTING SPRINT ANTENNAS ℄ OF PROPOSED T-MOBILE ANTENNAS PROPOSED T-MOBILE ANTENNAS WITH
EXISTING SPRINT ANTENNAS WITH
ELEV. = ±76'-0" REF., ±79'-0" AGL ELEV. = ±76'-0" REF., ±79'-0" AGL ASSOCIATED EQUIPMENT MOUNTED TO
ASSOCIATED EQUIPMENT MOUNTED
MONOPOLE - SEE SHEET A-4
TO MONOPOLE - SEE SHEET A-4
INFINIGY
F R OM Z E R O T O I N F I N I G Y
the solutions are endless
NOTES:
x THESE DRAWINGS ARE NOT INTENDED TO BE A
VERIFICATION THAT THE STRUCTURE OR
EXISTING CROWN CASTLE EXISTING CROWN CASTLE
MONOPOLE MOUNTS ARE ADEQUATE TO SUPPORT THE MONOPOLE
PROPOSED LOADING. VERIFICATION THAT THE
EXISTING STRUCTURE AND MOUNTS CAN
EXISTING SPRINT CABLING - SEE SUPPORT THE PROPOSED LOADING SHALL BE
ANTENNA SCHEDULES ON SHEET A-4 PERFORMED BY A REGISTERED PROFESSIONAL
ENGINEER PRIOR TO CONSTRUCTION.
x CONTRACTOR TO REFER TO THE STRUCTURAL PROPOSED T-MOBILE CABLING - SEE
ANALYSIS AND MOUNT ASSESSMENT AND
VERIFY LOADING WITH THE MOST RECENT RFDS
ANTENNA SCHEDULES ON SHEET A-4
PRIOR TO CONSTRUCTION.
"LOOK UP" - CROWN CASTLE USA INC. SAFETY CLIMB REQUIREMENT:
THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF
THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES
OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION,
MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS
SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF
THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING
FACILITY ON THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE
LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE
ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY
TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT
TO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS
INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING
EXISTING CONDITIONS MUST BE TAGGED OUT AND REPORTED TO PROPOSED T-MOBILE
YOUR CROWN CASTLE USA INC. POC OR CALL THE NOC TO EQUIPMENT AT GROUND
EXISTING SPRINT EQUIPMENT GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR - SEE SHEET A-2
AT GROUND - SEE SHEET A-2 NOTICE TICKET.
EXISTING CHAIN EXISTING CHAIN
LINK FENCE LINK FENCE
BOTTOM OF TOWER STEEL BOTTOM OF TOWER STEEL
ELEV. = 0'-0" REF., 3'-0" AGL ELEV. = 0'-0" REF., 3'-0" AGL
GRADE GRADE
ELEV. = 0'-0" AGL (±4235.56' AMSL) ELEV. = 0'-0" AGL (±4235.56' AMSL)
2 EXISTING SOUTH ELEVATION
22"x34" SCALE: 3/16" = 1'-0"
1 PROPOSED SOUTH ELEVATION
22"x34" SCALE: 3/16" = 1'-0"
11"x17" SCALE: 3/32" = 1'-0" 4' 2' 0' 4' 11"x17" SCALE: 3/32" = 1'-0" 4' 2' 0' 4'
EXISTING ANTENNA / CABLE SCHEDULE NOTES
MOUNT MOUNT RFDS RAD ANTENNA RRH TMA/COMBINER/FILTER HYBRID CABLE (HCS) COAX CABLE
1. CONTRACTOR IS TO REFER TO T-MOBILE'S
SECTOR POSITION POSITION CENTER MODEL SIZE AZIMUTH M. TILT QTY. MODEL QTY. MODEL QTY. TYPE LENGTH QTY. TYPE LENGTH MOST CURRENT RADIO FREQUENCY DATA
76'-0" ET-X-WM-18-65-8P 61.0" 110° -- 1 RRH-C2A (800) 1 8T8R 2.5G (2500 MHz) SHEET (RFDS) PRIOR TO CONSTRUCTION.
-- -- -- -- -- -- -- -- --
ALPHA 2. CABLE LENGTH IS APPROXIMATE.
76'-0" ET-X-TS-70-15-62-18-IR-RD 56.0" 110° -- 1,1 RRH-P4 (1900), RRH-V3 (2500) -- --
CONTRACTOR TO FIELD VERIFY CABLE
-- -- -- -- -- -- -- -- --
LENGTHS PRIOR TO ORDERING, FABRICATION,
76'-0" ET-X-WM-18-65-8P 61.0" 230° -- 1 RRH-C2A (800) -- -- OR INSTALLATION OF CABLES.
-- -- -- -- -- -- -- -- --
BETA 3 1-7/16" ±127'-0" -- -- --
76'-0" ET-X-TS-70-15-62-18-IR-RD 56.0" 230° -- 1,1 RRH-P4 (1900), RRH-V3 (2500) -- -- 3. PROPOSED EQUIPMENT IS INDICATED BY
-- -- -- -- -- -- -- -- -- BOLD TEXT.
76'-0" ET-X-WM-18-65-8P 61.0" 350° -- 1 RRH-C2A (800) -- --
-- -- -- -- -- -- -- -- --
GAMMA
76'-0" ET-X-TS-70-15-62-18-IR-RD 56.0" 350° -- 1,1 RRH-P4 (1900), RRH-V3 (2500) -- --
-- -- -- -- -- -- -- -- --
PROPOSED ANTENNA / CABLE SCHEDULE
MOUNT RFDS RAD ANTENNA RRH TMA/COMBINER/COVP HYBRID CABLE (HCS) COAX CABLE
INFINIGY
F R OM Z E R O T O I N F I N I G Y
SECTOR POSITION CENTER MODEL AZIMUTH SIZE
M. TILT QTY. QTY.
TYPE LENGTH QTY.
MODEL QTY. LENGTH MODEL TYPE
A1 76'-0" AIR32 B2A/B66AA (KRD901046-1) 75.8"
330° 0° -- -- -- -- the solutions are endless
A2 76'-0" APXVAA4L24_43-U-NA20 330° 95.9"
0° 1,1,1 4415 B66A,4415 B25,4449 B71+B85 -- --
ALPHA
-- -- -- -- -- -- -- -- -- --
A3 76'-0" AIR6449 B41 330° 33.1"
0° -- -- -- --
B1 76'-0" AIR32 B2A/B66AA (KRD901046-1) 75.8"
120° 4° -- -- -- --
B2 76'-0" APXVAA4L24_43-U-NA20 120° 95.9"
4° 1,1,1 4415 B66A,4415 B25,4449 B71+B85 -- --
BETA 4 HCS 6x24 4 AWG (50m) ±127'-0" -- -- --
-- -- -- -- -- -- -- -- -- --
B3 76'-0" AIR6449 B41 120° 33.1"
4° -- -- -- --
C1 76'-0" AIR32 B2A/B66AA (KRD901046-1) 75.8"
240° 0° -- -- -- --
C2 76'-0" APXVAA4L24_43-U-NA20 240° 95.9"
0° 1,1,1 4415 B66A,4415 B25,4449 B71+B85 -- --
GAMMA
-- -- -- -- -- -- -- -- -- --
C3 76'-0" AIR6449 B41 240° 33.1"
0° -- -- -- --
NOTE: MOUNT SECTORS ARE CLOCKWISE.
RFDS POSITIONS ARE THE ANTENNA POSITIONS LISTED IN THE RFDS, AND MAY DIFFER FROM THE ORDER IN WHICH EXISTING ANTENNAS ARE INSTALLED. THE METHOD FOR WHAT ORDER ANTENNAS ARE LISTED IN THE RFDS VARIES DEPENDING ON THE MARKET.
3 RF SCHEDULES
NOT TO
SCALE
PA
7" A3
±4'-
PANEL Z= 350°
NE
PROPOSED T-MOBILE AIR6449 B41 1 2
L A Z= 33
PANEL ANTENNA MOUNTED TO A-5 A-5
A
NT 0°
MONOPOLE (1 PER SECTOR, 3 TOTAL)
A
ANTEN
EN
9" A2
±1'-
NA
S
NAS "C
EXISTING CROWN CASTLE MONOPOLE
"A"
EXISTING SPRINT RRU TO BE
REMOVED (3 PER SECTOR, 9 TOTAL) A1
"
EXISTING CROWN CASTLE MONOPOLE
97'-
0"
EXISTING SPRINT PANEL ANTENNA TO PROPOSED T-MOBILE AIR32 B2A/B66AA 1 6
EXISTING SPRINT FILTER TO BE REMOVED (2 PER SECTOR, 6 TOTAL) PANEL ANTENNA MOUNTED TO A-5 A-5
BE REMOVED (1 TOTAL) MONOPOLE (1 PER SECTOR, 3 TOTAL)
C3 B1
ant_0
ant_1
ant_2
ant_3
ant_4
ant_5
ant_6
ant_7
EXISTING SPRINT MOUNT TO BE REMOVED PROPOSED T-MOBILE RADIO 4415 B66A 1 5
RRU (1 PER SECTOR, 3 TOTAL) & RADIO A-5 A-5
±3 P.
4415 B25 RRU (1 PER SECTOR, 3 TOTAL)
TY
'-3
PAN
"
EL PROPOSED T-MOBILE APXVAA4L24_43-U-NA20
ANT
AZ= ENNA PANEL ANTENNA MOUNTED TO MONOPOLE
10
230 S "B (1 PER SECTOR, 3 TOTAL)
'-6
° " B2
"
1 3
A-5 A-5
" C"
"C S"
S NA
NA N
EN 0° TE ° PROPOSED T-MOBILE RADIO 4449
T 5 AN 240 PA 1 4
AN = 3 NEL AZ= NE B71+B85 RRU (1 PER SECTOR, 3 TOTAL) A-5 A-5
EL AZ PA C2 LA
N N
PA AZ TEN
=1 N
20 AS
° "B
"
C1 B3
PROPOSED T-MOBILE SECTOR 3 6
FRAME MOUNTS (3 TOTAL) ON A-7 A-7
RING MOUNT ASSEMBLY (1 TOTAL)
2 EXISTING ANTENNA PLAN
22"x34" SCALE: 1/2" = 1'-0"
1 PROPOSED ANTENNA PLAN
22"x34" SCALE: 1/2" = 1'-0"
11"x17" SCALE: 1/4" = 1'-0" 2' 1' 0' 2' 11"x17" SCALE: 1/4" = 1'-0" 2' 1' 0' 2'
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