HomeMy WebLinkAboutMIS09-0008
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AGENDA BILL APPROVAL FORM
WAS H i NGTON
. Agenda Subject: Public Hearing Application No. MIS09-0008 Date: 8/25/2009
Department: Planning, Attachments: Please refer to Exhibit Budget Impact: NA
Buildin , and Communit List
Administrative Recommendation:
Hearing Examiner to approve the Special Exception as requested based upon the Findings of Fact and
Conclusions as outlined below.
Background Summary:
OWNER: American Tower Management (property/tower)
116 Huntington Avenue 11 Floor
Boston, MA 02116
LESSEE: Verizon Wireless
APPLICANT: Sarah Telschow of RealCom Associates, LLC
14432 SE Eastgate Way, Suite 260
Bellevue, WA 98007
REQUEST: Speciat Exception pursuant fo ACC Section 18.70.020.A.3 for the site preparation and installation of nine (9) panel antennas to an existing legal
non-conforming tower on a site zoned R-5 Residential (5 dwelling
units/acre), in order to accommodate a new wireless communication
provider. Additional improvements include an equipment shelter and a
back-up emergency diesel generator within the existing fenced lease area
LOCATION: The property is located at 5811 Panorama Drive SE.
(Pierce County Parcel Number 0520062013)
EXISTING ZONING: R-5, Residential (5 dwelling units/acre)
EXISTING LAND USE: A wireless communication facility on 0.95 acres with a 99' lattice tower
(117' 9" to top of structure)
COMPREHENSIVE PLAN
DESIGNATION: Single Family Residential
SEPA STATUS: Final Determination of Non-Significance issued August 25, 2009. Appeal
period ends September 8, 2009
Reviewed by Council & Committees: Reviewed by Departments & Divisions:
❑ Arts Commission COUNCIL COMMITTEES: ❑ Building ❑ M&O
❑ Airport ❑ Finance ❑ Cemetery ❑ Mayor
❑ Hearing Examiner ❑ Municipal Serv. ❑ Finance ❑ Parks
❑ Human Services ❑ Planning & CD ❑ Fire ED Planning
❑ Park 8oard ❑ Public Works ❑ Legal ❑ Police
❑ Planning Comm. ❑ Other ❑ Public Works ❑ Human Resources
❑ Information Services
Action:
Committee Approval: ❑Yes ❑No
Council Approval: ❑Yes ❑No Call for Public Hearing
Referred to Until /
Tabled Until
AUB►UR.N* MOTtE THAN YOU, ItvtAGINED
Agenda Subject: Application No. MIS09-0008 Date: 8/25/2009
Councilmember: Staff: Wa ner
Meetin Date: Se tember 9, 2009 Item Number:
The Comprehensive Plan designation, zoning designation and land use of the surrounding properties are:
. . . ~ , ~ . ,
North Single Family Lakeland Hills South - PUD Vacant,
Residential, Pubfic City-owned site for
Quasi Public future water depart
facilit
South Single Family Lakeland Hills South - PUD Single family residential
Residential
East Singfe Family Lakeland Hills South - PUD Single family residential
Residential
West Single Family Lakeland Hills South - PUD Single family residential
Residential
EXHIBIT LIST
Exhibit 1 Staff Report
Exhibit 2 Master Land Use Application and building plans, received 6/23/09
Exhibit 3 Non-lonizing Electromagnetic Exposure Analysis and Engineering Certification, B.J.
Thomas, P.E., June 8, 2009
Exhibit 4 Structural Analysis Report - Verizon TAC Lakeland - American Tower Engineering
Services, June 1, 2009
Exhibit 5 Acoustical Report - Verizon TAC Lakeland - Cornerstone Engineering, June 11, 2009
Exhibit 6 Responses to City of Auburn Correction Letter dated July 13, 2009, received 7/17/09
Exhibit 7 Notice of Application/Public Hearing and Vicinity Map
Exhibit 8 Affidavits and Confirmations of Publication for Legal Notices
Exhibit 9 Aerial Photograph and Photo-simulations
Exhibit 10 SEPA Determination of Non-Significance
FINDINGS OF'FACT: ,
1. Sarah Telschow of RealCom Associates, LLC on behalf of Verizon Wireless has applied for a
Special Exception to expand an existing non-conforming wireless communication facility (WCF)
structure (99' lattice tower) with the addition of 9 panel antennas and associated ground
equipment on a site zoned R-5, Residential (5 dwelling units/acre).
2. The non-conforming structure may be expanded if a Special Exception is approved by the
Hearing Examiner pursuant to Auburn City Code (ACC) Section 18.70.020.A.3 of the Zoning
Ordinance, which states:
"18.70.020 Special exceptions.
A. Only the following special exceptions may be granted by the hearing examiner
after a public hearing is held pursuant to ACC 18.70.040:
3. A nonresidential structure or use which becomes a legal nonconforming structure
or use after the effective date of the ordinance codified in this title may be permitted, by
means of a special exception, to expand the existing use or structure up to 25 percent of
the use or structure existing at the time of the adoption of this title; provided further, that
the addition otherwise meets the standards of this title and other requirements of the city.
Page 2 af 4
Agenda Subject: Application No. MIS09-0008 Date: 8/25/2009
Councilmember: Staff: Wa ner
Meetin Date: September 9, 2009 Item Number:
The Comprehensive Plan designation, zoning designation and land use of the surrounding properties are:
w ~Y~._. ~ . p ~ ✓ ~ ` YQ
,
North Single Famify Lakeland Hills South - PUD Vacant,
Residential, Public City-awned site for
Quasi Public future water depart
facilit
South Single Famify Lakeland Hills South - PUD Single family residential
Residential
East Single Family Lakeland Hills South - PUD Single family residential
Residential
West Single Family Lakeland Hills South - PUD Single family residential
Residential
EXHIBIT LIST
Exhibit 1 Staff Report
Exhibit 2 Master Land Use Application and building plans, received 6/23/09
Exhibit 3 Non-lonizing Electromagnetic Exposure Analysis and Engineering Certification, B.J.
Thomas, P.E., June 8, 2009
Exhibit 4 Structural Analysis Report - Verizon TAC Lakeland - American Tower Engineering
Services, June 1, 2009
Exhibit 5 Acousfical Report - Verizon TAC Lakeland - Cornerstone Engineering, June 11, 2009
Exhibit 6 Responses to City of Auburn Correction Lefter dated July 13, 2009, received 7/17/09
Exhibit 7 Notice of Application/Public Hearing and Vicinity Map
Exhibit 8 Affidavits and Confirmations of Publication for Legal Notices
Exhibit 9 Aerial Photograph and Photo-simulations
FINDINGS OF FACT:
1. Sarah Telschow of RealCom Associates, LLC on behalf of Verizon Wireless has applied for a
Special Exception to expand an existing non-conforming wireless communication facility (WCF)
structure (99' lattice tower) with the addition of 9 panel antennas and associated ground
equipment on a site zoned R-5, Residential (5 dwelling units/acre).
2. The non-conforming structure may be expanded if a Special Exception is approved by the
Hearing Examiner pursuant to Auburn City Code (ACC) Section 18.70.020.A.3 of the Zoning
Ordinance, which states:
"18.70.020 Special exceptions.
A. Only the following special exceptions may be granted by the hearing examiner
after a public hearing is held pursuant to ACC 18.70.040:
3. A nonresidential structure or use which becomes a legal nonconforming structure
or use after the effective date.of the ordinance codified in this title may be permitted, by
means of a special exception, to expand the existing use or structure up to 25 percent of
the use or structure existing at the time of the adoption of this title; provided further, that
the addition otherwise meets the standards of this title and other requirements of the city.
Page 2 of 4
Agenda Subject: Application No. MIS09-0008 Date: 8/25l2009
This section does not allow the expansion of a use or structure which would be
inconsistent with a previously authorized conditional use permit, special property use
permit, contract rezone, or binding agreement between the city and the property owner.
This section also does not allow the expansion of any nonconforming hazardous material
storage."
3. The Special Exception involves the addition of 9 new antennas, an equipment shelter, and a
back-up emergency diesel generator within an existing fenced lease area. The new equipment
shelter is proposed to be eight foot by sixteen foot (8' x 16') and will be placed adjacent to the
existing equipment shelter that is approximately sixteen by twenty two (16' x 22') feet in size. All
structures are to be within an existing fenced area approximately 3,300 square feet in size. There
will be no increase in height of the lattice tower.
4. Based on the applicanYs research the original lattice tower was approved by Pierce County in
1965 with a Building Permit. Piece County records do not have detailed information regarding the
tower's approval. It is apparent from the current application and the observable conditions that
the facility consists of a 99-foot high lattice tower with a fenced in yard that is approximately 3,300
square feet in size, surrounded by native vegetation on a 0.95 acre site. The site was devetoped
prior to annexation in to the city of Auburn in 1998 (Ordinance No. 5089).
5. The proposal is non-conforming because pursuant to ACC Section 18.48.100.K, the City's
wireless communication facilities (WCF) regulations only allow Type 1 D WCF in residential
zones. Type 1 D WCF involve antenna located on existing buildings or public facilities such as
water towers. This application proposes a Type 2A WCF, which involves the placement of new
antenna on an existing primary support structure that has previous city (or county if annexed)
approval. Type 2A must meet the height requirement of the previous approval and is limited to
50% expansion of the equipment area (ground level).
6. The property is zoned R-5, Residential (5 dwelling units/acre). The purpose of the R-5 district is to
create a living environment of optimum standards for single-family dwellings. It is further intended
to achieve development densities of 4-5 dwelling units per net acre. This zone will provide for the
development of single-family detached dwellings, and for such accessory uses as are related,
incidental and not detrimental to the residential environment.
7. The City of Auburn Comprehensive Plan designates this site as Single Family Residential. The
plan is used by the City Departments to guide decisions on amendments to the City's zoning
code and other development regulations, which must be consistent with the plan.
8. The lattice tower and associated equipment is accessed off of Panorama Dr., at the top of an
access road which has a slight incline. The site is a slight plateau surrounded by mature trees,
evergreen and deciduous, which substantially shield from view the ground level
telecommunication equipment currently found af the site.
9. Surrounding development includes single family residential development.
10. The proposed development is not exempt from SEPA categorical exemption thresholds;
therefore, a SEPA checklist and environmental determination was required for the proposed
project. A Fina1 Determination of Non-Significance was issued on 8/25/2009
11. Staff conducted a site visit on July 7, 2009, to verify the proposal and surrounding conditions.
Page 3 of 4
Agenda Subject: Application No. MIS09-0008 Date: 8/25/2009
CONCLUSIONS:
ACC Section 18.70.020.B provides criteria for Speciai Exceptions:
A. Consideration shall be given to the nature and condition of all adjacent uses and structures
prior to authorizing;
Properties along Panorama Drive in this area are characterized by suburban residential development
with a mature tree canopy. The existing lattice tower is visible along portions of Hazel Avenue and
Panorama Drive, which are local residential streets that surround the site. The subject property's
equipment area is not visible from the public right-of-way. Granting this special exception to allow the
addition of 9 panel antennas is a minor expansion that wilf appreciably change the character of the
existing wireless communication facility and will not be out of character with adjacent uses and
structures. As described by the applicant, the proposal will not create any significant impact to the
surrounding area and the addition is consistent with the current use.
B. That the authorizing of such special exception will not be materially detrimental to the public
welfare or injurious to property in the zone or vicinity in which the property is located;
The proposed expansion will be subject to all applicable building codes and regulations, including the
requirement of engineering evaluation for additional structural loading.
As indicated by the applicant, the project would improve communication senrice coverage in the area
without having to build a new primary support structure. The existing lattice tower is well screened by
mature vegetation with portions of the tower visible from the public right-of-way. The new panel
antennas will not significantly alter the look of existing tower. The antennas, associated mounting
hardware, and coax will be painted to match the existing tower in order to blend in and to minimize
visual impacts. A landscaping plan has been proposed for the site fhat will further screen a proposed
equipment shelter and generator. The special exception, if granted will not significantly alter the
character of the neighborhood or be detrimental to surrounding properties in which the !ot is located.
C. The authorization of such special exception will be consistent with the spirit and purpose of
the zoning code.
The intent of the Special Exception provision in the zoning code is to allow the Hearing Examiner to
approve limited expansions of existing non-conforming development. The applicant is proposing to
maintain and increase capacity on a lattice communication tower that was constructed in 1965. The
addition of nine panel antennas on the tower constitutes approximately 1 percent of the total area of
the existing tower which is well below the 25 percent allowed by code. No expansion will take place
on the ground as the new equipment shelter and diesel generator will be located in the existing
fenced in area. Staff believes it is reasonable to allow the expansion of the non-conforming structure
to accommodate an upgrade to the facility.
RECOMMENDATION
Based upon the application and Findings of Fact and Conclusions of the staff report, Staff recommends
that the Special Exception be approved.
Staff reserves the right to supplement the record of the case to respond to matters and information raised
subsequent to the writing of this report.
Page 4 of 4
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. t~„~_~~~~l~t F'c~° - C? O wASHtNGTON planning, Building, and Community Departnzetat
MASTER LAND USE APPLICATION - PLANNING APPLICATIONS
Project Name Verizon Wireless - TAC Lakeland Date _Db- 2_3 -69
Parcei No(s) 0520062013 Site Address 5811 Panorama Drive SE
Legal Description (attached separate sheet if necessary)
See Proiect Description
Applicant
Name: Verizon Wireless -(A,.Qent - RealCom Associates - Sarah Telschow) ~
Mailing Address:15900 SE Eastqate Wav M/S 231 Bellevue. WA 98008 ~
Telephone and Fax: (425) 274-4444 ext 114 /(425) 274-4449
Emaii: steischowCvDreatcomassoc.com r n
Si ature:
Owner (if more than one attach another sheet) W _„E '
Name: American Tower Corporation C, ~
Mailing Address:116 Huntinqton Avenue, 11th Floor Boston, MA 02116
Telephone and Fax: (503) 880-4940 --a
Email: N/A ~ rn
,
Si ature: C) 710
Engineer/Architecture/Other
Name: Cornerstone Enaineerina
ivtailing Address:16928 Woodinville-Redmond Road NE. Suite 210 Woodinville. WA 980b
Telephone and Fax: ('+LO) 4ts 1-'1 r 3[
Email: markCcr~.cornerstone-enar.com
Description of Proposed Action: .
Proposing to co-locate nine (9) panel anfennas, install 8' x 96' equipment shelter, and
a 50kw diesel generator to an existing legal non-conforming tower.
T e of A lication Re uired Check all that A 1
Administrative Appeal* Rezone (site specific)* Area Wide
Administrative Use Permit* Short Plat
Annexation* Special Exception*
Boundary Line Adjustment Special Home Occupation Permit*
Comprehensive Plan Amendment (Text or Map)* Substantial Shoreline Development*
Conditional Use Permit* Surface Mining Pernvt*
Critical Areas Variance* Temporary Use Permit
Development Agreement* Variance*
Environmental Review (SEPA)* *Please note that public notification is
_ Final Plat required. A separate cost is charged
Preliminary Plat* for the signs. City prepares signs but
PUD Site Plan Approval applicant responsible for sign posting.
Reasonable Use Exce tion*
Page 1 of 2
AUBURN * MOIZE THAN YOU 1MAGINED
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Planning, Burlding, and Comrrtunity DepRrlment
LETTER FROM PROPERTY OWNER GRANTING AUTHORIZA,TION TO ACT
(A copy of t6is letter must be submitted for each property owner involved)
Y~ , being duly sworn declare that I am the owner of the property
(PROPERT"Y OWNER) _
Involved in the application. I hereby grant Verizon Wireless and authorized aqent Reaicom
of to act on my behalf. T further declare that all
statements, answers, and information herein submitted is in all respects true and correct to the
best of my knowledge and belie .
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aturq~ Date ;a
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Address o
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Subscribed and sworn to before me this day of
,~l~ss,~clc~rrs ,
Notary Public in and fox the State of - h
Residing at
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Marie S. iUloynihan NOTARY RU13LIC . .
My Commiss+on Ex ires :September 17, 2010
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Page 2 of 2
AUBURN~'k M4RE `T'HAN YQU ItvtAONEIj ,
PROJECT DESCRIP'TION
IlVTRODUGTION
Verizon Wireless (here after referred to as "Verizon") is a wireless lelephone coxnpany operaling
throughout the United States of America. Verizon is licensed to operate in the United States by
the Federal Communications Comrnission (FCC). Verizon is currently upgrading its nelwork in
the King/Pierce County area to make available improved telephone service and provide wireless
capacity to its subscribers.
This proposal describes ihe scope of the proposed project by providing specific information
regarding the project location, zoning, specifications, and required services.
It is Verizon's desire to work with the City of Auburn to ensure that this project is consistent with
local ordinances and zoning regulations while providing wireless coverage to Verizon's customers
and provide critical communication services for emergency, business, and personal use.
Project Goals
The goal of the Verizon TAC Lakeland Site is to provide coverage in the area of Lakeland Hill
subdivisions. Verizon intends to achieve these neiwork goals consistent with all policies and
ordinances of the City of Auburn. ~ :73
APP hcation Request Plan
The applicant is requesLing the following: CA3~;
y °•1
• Special Exception
■ SEPA DNS
■ City of Auburn Commercial Building Permit cn
m
Verizon Wireless
TAC LAeland
Page 1
GFNERAL PROJEGT DESCRIP'I'ION
Project Overview
The applicant, Verizon, proposes to attach nine (9) panel antennas to an existing legal non-
confornung tower in order to accommodate a new telecommunication facility at 5811 Panorama
Drive SE Aubwrn, Washington (Parcel Number 0520062013).
The proposed telecommunication facility consists of nine (9) panel antennas, an equipment shelter
which will house radio equipment and batteries, and a back-up emergency diesel generator. Please
see Sheet A-1.l and A-2 in the enclosed drawings for more detailed information.
Verizon will secure a lease with the owners that will allow for construction and maintenance of this
facility, necessary utility connections, and provisions for access to the site.
Fa:cility Specificarions
■ Antennas - Verizon is proposing to attach nine (9) panel antennas to an exisring tower.
Please see Sheet A-1.1 and A-2 in Ihe enclosed drawings for more detailed information.
■ Color - The antennas, associated mounting hardware, and coax will be painted to match
the existing tower in order to blend to minimize visual impacts.
■ Equipment Shelter - The proposed eight foot by sixteen foot (8' x 16') equipment shelter
will house radio equipment and batteries.
■ Facilitv Maintenance - The facility is generally serviced once a month. One (1) to two (2)
employees are on site for an average of four (4) hours of maintenance checks. This check
is typically for preventive maintenance purposes. In the event of a problem, a crew is
dispatched to the site immediately. ■ Generator - Verizon is proposing a 50KW generator with a one hundred twenty (120)
gallon diesel tank for emergency back-up power. Verizon's generator will meet all
applicable noise standards. Please see the enclosed Acoustical Study.
■ Radio Equipment Cabinets - Each cabinet contains radio equipment and/or batteries. The
proposed battery cabinet can contain up to sixty (60) batteries. The proposed batl:eries
have the following acid and electrolyle capacity:
' Verizon Wre]ess
T.4 C Lalceland
Page 2 •
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~SB 8' 2.6 5.7 2.0 0.5 1.1 2.4 0.8 0.2 9.1 20.2 3.4 7.6
St 4.3 9.4 3.2 0.9 1.8 4.0 1.4 0.4 15.3 33.8 6.2 11.6
.
9.5 3.3 0.9 1.8 4.0 1,4 0.4 15.0 33.0 6.9 12.9
6.2 13.6 4.7 1.2 2.6 5.7 2.0 0.5 20.1 44.2 8.0 17.6
8.1 17.9 8.2 1.6 3.4 7.5 2.6 0.7 26.8 59.1 11.0 24.3
_
2.4 5.3 1.8 0.5 1.0 2.2 0.8 0.2 7.2 15.9 3.3 7.2
3.7 8.1 2.8 0.7 1.6 3.4 1.2 0.3 14.9 24.1 4.7 10.4
5.3 11.6 4.0 1.1 2.2 4.9 1.7 0.4 16.0 35.3 7.4 16.4
B 6.2 73.6 4.7 1.2 2.6 5.7 2.0 0.6 18.1 39.8 8.0 17.7
6.8 15.0 5.2 1.4 2.9 6.3 2.2 0.6 19.9 43.8 9.1 20.1
9.0 19.8 6.8 1.8 3.8 8.3 2.9 0.8 25.7 56.6 12.0 26.5
-1300~x33:9.~ ~78= ,2A8~ i1.4"'.3 87f
AIl wefghts and volumes are for 12V-mo»obloc
The pi•oposed batteries are valve regulaCed.
Verizon's equipment will meet all applicable noise standards.
• Screening - A landscaping plan has been proposed for this site. Please see Sheet Irl and
Ir2 for more detailed information.
GFNERAL SITE ANALYSIS
Zoning General Plan Designation
The property is zoned Single Family Residential (R-1). Verizon's proposed telecommunication
facility is not specifically addressed in the Auburn City Code (ACC) 18.48.140(K) Zoning Districts
in which Wireless Telecommunication Faciliries (WCF) are pern-iitted:
The fo1lokng lwGle iUustrate.s wlucb zoning dis[ncts the types olYacilities,
as de&ed by ACC 18.04.912Q), are a11owed irt aild crhich pennits are
required.
Zoning
Permitted Administrative Use Conditiona! Use
District
AIl Zolle 1-D 1-Dl 1 D2
RO-lY 1 A 1-B 1-C
C-N 1 -A 1-B 1-C
C-1, LHCI 1 A 1-B I-C
C-2 1 A I-B 1-C
C-3 1 I3, 2-A 1-C, 2-B, 3A 3-B
M-1 1-B, 2-A 1-C, 2-B, 3A 3-B
M-2 I-13, 2-A 1-C, 2-I3, 3A 3-I3
Verizoll Wireless
TAC Lakeland
Page 3
P-1, LHPI 1-B, 2-A 1-C, `l-B 3-A3
I, LHI 1 A 1-I3 1-C
LF 1 A 1-B I-C
1. Allocnarlce for die WCF to eateild to a heigllt o120 percellt ol'die supportirlg
strvclvre.
2. Allor-ca»c.e fol• die WCFto eatend to a height o1*30 percent ol'die supporti~jg
S1777C[711e.
3. The maaimum lleight allowed, mcludiHgarltemlas, is 4,51'eet:
According to the ACC 18.04.912(f), ihe following outlines the different types of wireless
telecommunication facilities:
For tlie prvposes ol' determiimig ul wlvc,h zonirig distncts rmeless
. coinmuiucad'o»s facilities ai-e to be pennitCed, Chey Hill be classi}ied pursua-at to
die follor~F`i1g types. Fefer to die iable i» ACC I8.48.100(K) to detenni~le wluc15
zosies allowfor t11e I'ollorTmg types of facili/ies:
73'1'E 1. Type 1 are new au[e»nas erected o» eaisting• buildj~igs or rlollresidendal
structures. _
Tllere are four sepanate Type 1 categoiies descnGed as follorvs:
1 A. Tbe combined heigllt of*die anten»a [ogedier riidi tlie heigfit of'tlie eiis/ing
building r.aruiot be 25 percent grea[er dian /Iie eais[ulg buildi»g• or ear,eed die
heightliinitatiorl o}die zojuzjg distriet i» Which the buildingis loc,ated.
1-B. ?'he combmed height o}'die arlteil»a togedier Hitli die 1leigbt o}'tlie eaisLiilg
buildu.rg caivlot Ge 50 percevt greater diaii tlie eaistiug Guildmg or e,iceed tlle
heiglit lirnihatiov ofdie Zorung drstrict m which die Guildmg is located.
1-C. Tbe combuled height of*tJie aiiteJlna togedier r4lli llie height o1*t12e exis[ing•
building is 50 perceiit greater than llie eaistitjg brdlding or exr.eeds dle beig•Gt lirnitatiozl 01'die zouulg district m K~hic11 [lie bnildi»g is ]ocated. The Ileight
Iiinitatiolj of'[lie zoniug district cmt ouly Ge ea ceeded Gy 25perceilt.
1-D. Antenna located on existitlg water towers, atlilelic field ligbt poles, or simtlar
pvGlic utili .ty Ld'rasvucture Dot located xiduH public street ngbt-of=way. Tlje heigbt
IrmiGztiov of't/ie WCF wdl Ge 10 percent of 'tlie eais(igg sa-ircttrre height, buC may
be uicreased to a mariinum of'20 percerlC widi an admizvstra6i~e vse pennit aild
may be iricreased to a maximum of 30 perce»l r+idi a coliditio»al use pernvt.
Tlie height liinitatiorJ of'die zorurlg dis[nct may be exceeded rela[ir~e to die aGone
proy,isious allowed for a 1-D faciliCy.
"'PE 2. Type 2 are uew a»teluias erected on CxiStlllg (pITIII.?Iy) support
structures diat bam preraous city approvals. There are [wo separate Type 2
categ•ories described aslollorvs:
`l-A. Must meet heiglit requiremeuts of previous approval and is limited to 50
perceljt totaJ (cumulative) e.apaJSioll o}'equipment area.
2-B. Has greater IJeigll! requireme»ts diafl prerious appror~al a»d allows !orlnole
tliail a 50peiceut eapaiisioij ofclie equipmentai-ea.
Verizon Wireless
TACLalcelaJd
Page 4
7YPE 3. 7'ype 3j's the erec[ioll of'»ew (prunary) support svuc[ures. Tbere are
Cwo separ-ate Type 3 categoiies desr.ribed as foUows:
3-A. Moliopoles tljat ai-e 75%et or less in beigllt.
3-B. Moljopoles tbat .v-e mone tliai2 75 feet m height or Ia1v'ce torTers of*any
beiglit:
Verizon's proposed i:elecommunication facility does not meet any of the above mentioned types of
wireless telecommunication facilities. The proposed facility is to be located onto an existing legal
non-confornzing tower. Accordingly, a Special Fxceprion is being requested for the proposed co-
location.
Special Exception
According to ACC 18.70.020 Special Exceptions,
A. Ojily Clie following special excepeious may be graiited Uy the liearuig
examiiier aiter a public liearuig is held pursuant to ACC 18.70.040:
1. Plalted lots ARthiii the same block aiid same zone, but separated by a
public alley, may be used as a single Uuildiug siee for the purpose of
calculating the number of dwelluig wuts peimitted ui a structw•e to be
erected oii oiie side of die alley, subject to the followiug requiremeizts:
a. Each portion of the property sliall abut a miiumum of 100 feet upoii
Ilie alley.
b. The two porcioiis of the property sliall be d'u-ectly opposite for a
distaiice represeiiting at least 50 perceut of the widtli of the portioii
of the property uot to be occupied by the proposed build'uig.
c. The portion of tlie property not occupied by tlie building sliall uoc
be sold, segi•egaCed or used foi- building purposes so loug as the
buildiug remauis on the portion of property ou die opposite side of
the alley.
2. Wlieuever diere is a change fi-om a i•esidential use to a nom•esideucial
use ni wi existuig building a special exceptioii may be issued to exclude
the floor area witliui the build'uig, t}iat caimot be effectively utilized Uy
tlie proposed use, from the off-street parking requu-emeuts.
3. Aiioiiresideutial sUvctw•e or use wlucli becomes a legal iioncoufonning
stiucture or use after tlie eflective date of clie ord'uiaiice c.odified iii dus
tide may be peiznitted, by means of a special exceptiou, to expaiid die
existing use or structure up to 25 percent of the use or shucture existing
at the time of die adoption of dus tide; proNaded fiu-dier, diat the
additioii otlierArise meets tlie standards of tliis tille aiid oflier
requiremeiits of the city.
Tlus section does not allow the expansion of a use or structure wliich
would be inconsistent Arith a previously andioiized couditional use
peimit, special property use peimit, confract rezoiie, or buid'uig
agreemeiit betweeu the ciCy atid the property owiier. Tlus sectioii also
does not allow the expaiision o1'airy uoncoiifonniiig Iiazardous material
storage.
Verizorl Wireless
TAC LaIce]and
Page 5
r
4. Pm•suaiit co ACC 18.54.060(G), a special exceptioii may be issued for
die replaceineiit of a iiouconfoiining sh-ucLure or pait tliereof wliich
does not comply with ilie appropiiate development staiidards.
5. Pwsumit to ACC 18.54.070(B), a special excepCioii inay be issued for
resideutial uses, in commercial or uidusriial zones, to reoccupy if
uiioccupied for longer iliaii 180 days.
B. In coiisideruig applicatiotis for special exceptions, the liearuig examiuer sliall
consider the nature aiid couditioii of all adjacenc uses aiid shvctures, aiid iio
sucli special exception sIiall be autliorized by die liearing examuier uiiless the
liearuig exainiiier iinds cliat the autliorizuig of sucli special exception will iiot
be mateiially detrimental to the public welfare or injurious to property in the
zone or viciiiity ui wliicli the property is locaCed, aiid tliat the autliorization of
such special exception will be consisteiit -Arith ilie spu-it uid pwpose of diis
tide. bi auclioiizing a special exception, the liearing examiiier may impose
such requiremeuts aiid coiiditious Aridi respect to locatioii, uistallatioii,
coiistructiou, maintenailce aiid operaCion and exteut of opeii spaces iii
addition to tliose expressly set fordi ui tliis tide as may be deemed uecessary
for ilie protection of o[lier properties ui dle zoue or vicuiity aiid the public
interest. (Ord. 4840 § 1, 1996; Ord. 4229 § 2, 1987.)
The original tower was approved by Pierce County in 1965 with a Building Permit. Pierce County
was contacted to obtain previously approved conditions/reshictions. Unforiunately, Pierce
County's records do not have any detailed information regarding the tower approval.
Verizon Wireless's proposed co-location will not increase and/or expand the existing use and/or
structure more than twenty-five percent (259b). According to Pierce County records, the original
tower was constructed for the purpose of a"microwave tower and radio shelter". Please see the
pemut information provided in the addendums of this document. The tower was is currently
being used to provide telecommunication services therefore the addition of Verizon Wireless
would not be changing and/or expanding the use of the tower.
Addilionally, Verizon Wireless is utilizing the existing tower without any height increase and/or
structural uPg'ades necessaz'Y to accommodate the co-location. Verizon's ProPosed equiPment is
being located within the existing fenced equipment compound. Therefore, the proposed co-
location meets all applicable requirements to utilize the existing legal non-conforrning tower and
adheres to the special exception criteria.
Legal Non-Conforming Structures
According to ACC 18.54.060(G) (H):
G. Tlus chapter shall iiot prevent the folloAiug provided the total value of the
improveineiits, over the lifetime of die iioncoiiformuig use, does izot exceed
50 perceut of the assessed value of the nonconformuig use as established by
the most cun-eut county assessor's tax roll; and, the iionconlonnuig use or
stiucture is uoc expaiided except as allowed by subsectioii H of tlus sectioii;
provided furtlier, tliat aiiy replacemeiit of a uoiiconformuig sU-ucture, or parts
thereof; must comply with the appropriate development staiidards unless a
special exception is graiited pursuant to ACC 18.70.020.
1. Sh-engllieiuiig or restoruig to a safe condition miy noiicoiiformuig ~
structure or part thereof which is declat•ed to be unsafe or a hazard lo the
Verizotl Wtleless
TAC Lakeland
Page 6
public by the order ol'a city of~icial cliaiged witli protectiiig the public
safety;
2. L.esseiuizg a liazardous situatioii, uuisaiice or otlier adverse
eirviroumeiical iinpact;
3. Briiiguig tlie structtu•e or use iiito inore coiifonnaiice watli tlus tide;
4. Adapting tlie stiuctw-e co new teclmologies or equipmenl;
5. Improvements wbich do not increase the 'vitensity of the noncouformuig
use.
H. A uoin•esidenlial stivchu•e or use whicli becomes a legal noncoiiformiiig
sti-ucture or use after the ellective date of die ord'uiaiice codified in tlus title
may be peimitted by meaiis o1' a spec.ial exceptioii issued by tiie lieaiiug
examuier puisuaut to ACC 18.70A20 to expaiid ilie existing use or stiucture
up to 25 percent of the use or structure existing at the time of the adoption of
the ordiiiaiice c.odilied ui tlus tide; provided furdier, that the addition
otlieiwise meets the staudards of tlus title and otlier requiremeuts of the city. Tlus section does not allow the expaiision of a use or structure wluch would be
'viconsisteut watli a previously audiorized conditional use peimit, special property
use peimit, couh-acl rezone, or binduig agreement between the city aud the
property owuer. Tlus section also does not allow the expuision of aiiy
uoncoiiforming hazardous material storage.
The original tower was approved by Pierce County in 1965 with a Building Permit. Pierce County
was conta.cted to obtain previously approved condirions/restrictions. Unfortunately, Pierce
County's records do noi: have any detailed information regarding the tower approval.
Verizon Wireless's proposed co-location will not increase and/or expand the existing use and/or
strueture more than twenry-five percent (25%). According to Pierce County records, the original
tower was constructed for the purpose of a"microwave tower and radio shelter". Please see the
permit information provided in the addendums of this document. The tower was is currently
being used to provide telecommunication services therefore the addition of Verizon Wireless
would not be changing and/or expanding the use of the tower.
Additionally, Verizon Wireless is utilizing the existing tower without any height increase and/or
siruciura.l upgrades necessary to accommodate the co-location. Verizon's proposed equipment is
being located within the existing fenced equipment compound. Therefore, the proposed co-
locarion meets all applicable requirements to urilize the existing legal non-confornling tower and
adheres to the special exception criteria.
Height
According to the ACC 18.48.100(C), the following outlines the height requirements for wireless
telecommunicarion facilities:
l. Uuless odierwise proraded lor, t/ie beig•Ilt of'auy pjijnaiy support siruclure
aild/or ati[eir11a shallnot ea ceed the heigllt h~uitatiorls of 'the zorlvig di'strict.
2. The murlnum Ileig•ht of'aily primary support structuie .shall llot exceed 120
feet.
3. There shall be »o r~aiances allorved to [lie height limitztrolls.
Ve,rizo» W'~reless
TACLalceland
Page 7
4. Tlle carriel• shall provide eradence tliat the Fedelal Ariatio» fldrnluistradorl
(FAA) has appr•oved the locatioli ol'a plimarysapportstructure relatrTr to die
Aubuni MmucipalAilport.
5 Unless otllervrise restricted Gy dzs seclioil, GUIICIIng- or struchrre moun/ed
xltell-na inay eateljd a maximum of'15 leet abone die tnayimum lieigfit
pennitted lor s[ructures rritlv» tlie zone.
6 tLutemla, thal are mounted on str-uctw-es diat do not otherrvise Ilave a height
restriction, may be allowed to increase tlie orvjall lleigbt of* the structure Gy
rio mor-e thati 10 percent of die Ileight of tlie saucture unless additio»al
approrals are obtaiited.
Verizon's proposed telecommunication facility is to be located onto an existing tower and the
height of the proposed facility will not increase the height of the existing tower.
Setbacks
According to the ACC 18.48.100(D), the following outlines the setback requirements for wireless
telecommunication facilities: 1. All equipment shelters, caGiiiets, support structures or otlier abor'rground
facilities sliall meet die setGack requiremeilts of the zolle in wlvch located
eacept as folloHS. All equipme»t sbelters, cabiuets, or odiel- above ground
facilitres used to support primary support struc.tures shall be set Gack tJie
saine distance iequired of'the primary support structure. .911 equipmelit
sllelteis, cabulets, or otlier abonegromid facili[ies crithul a ilonresiden[ial
zo»e sllall be set back a mivimum of50 feet }rom arly adjacerlt "R"zone.
2 The minimum dis/ance from any pnmary support strucdu-e, of'a„y heighr, to
ariy residentially zotied parcel of property shall be a distance equal to die
om.rall beight of' the primary suppoit struclure (ujcludmg antennas)
multiplied by a factor of'[wo.
3. WI1eie po.ssiGle, roof-mounted antemla alld equipmeJjt slielters and/or
caliuie[s ai-c to be plac.ed lowards tlie cejiter o}'die building, O7' a FMY I]'OI]1
public raeras. Equipment sllelters and/oi• cabirlets sha11 be scree»ed by a
parapet or smular-ai clutectvral feature.
According to the ACC 18.12.040(E) the following outlines the setback requirements within the R-1
zone:
i. Front: 25 feet
2. Side, inteiior: for lots 75 feet or Azder one side shall be five feet aud tlie odier
10 feet, for lots less clian 75 feet mide, eacli side may be five feet,
3. Side, street: 10 feet,
4. Rear: 25 feet
Verizon's proposed telecommunication facility meeLs the applicable R-1 setback requirements.
Please see Sheet A-1 for more detailed information.
Fencing and Landsca.ping
According to the ACC 18.48.100(E), the following outlines the fencing and landscaping
requirements for wireless telecommunicarion facilities:
1. I'eticing. Fe»cr»g is required to eilclose all above gromid suppotY equtpmenC
diat is assoc,ia[ed riitl1 primary sUpport structures. Feilcillg riO be 100
Verizo» W'~reless
TACLalcelaiJd
Yage 8
r
per•cellt sight-oGscurijlg as de&ed in ACC 18.48.020(C)(2), ifiasiGle I'rom
public iight-of=way orless irltenSe zollmg disbict. F,quipJnent sbeltefs arJd/or
cabmets sI1a11 be erlc.losed by fencmg a mmumum of 'sir fee[ iu heigbt.
2. Lvldsc,apilJg.
a. Wliere abor~e groand supporY equipme»t is iqsible from public right-o}=
way, a mi»imum rvdtli of6ve feet of'Type II laudscapmg as defiiied in
ACC 18.50.040 rriill be provided o1i the e.xterior ofd2e eilclosmg!'euce i»
ol der to efkcvr~ely se.reeli the equipmet lt lrom die public right-of=way.
b. Wliere faciG'ties are wsible &om adjacerit reside»tiaJ uses, a milrimum
raiddi ol'fi►~e feet of'Type Ilandsr,aphlg as defined in ACC 18.50.040 cril1
be proraded ojt the exterior of'die e»closmgfeuce iu order to e}Iecth~ely
scree» 1J1e eqUipmeutlrom tbe adjac.eiitresidentral uses.
C'. Ex1561)g oir-site YEgeC$I1011 may be used to meet the Iazidscape
requiremeuts rfappror~ed by tlie planuiug drr-ector.
Verizon's proposed antennas, equipment shelter, and generator will be enclosed by an existing
fence. A landscaping plan has been proposed for ihis site. Please see Sheet Irl and L-2 for more
detailed information
Aesthetics
According to the ACC 18.48.100(F), the following outlines the aesthelics requirements for wireless
telecommunication facilities:
1. LI order to rruvmize xry potenaal, negatiw aesdietic impacts from vew
p-iimary suppoiY svuctures ivcluding proteciitlg rdews to and &om residenval
lleigbborhoods, ml'tigation may be required to bleild die }aciLdes iu H4tJ1 the
adjace»t developmerlt or euviro»s. Typical soludous for the supporl
structure might mclude: an eateusioJl of'the Guilding, a componeut of"a sign
structure, disguising the facility as a tree, plautirig of tall tr-ees, moving die
locatiou ofdie }ar.iliry, pauJtvig ol- tea[urvug die faci]ity, etc..
2. Buildvlg- or roofmou»ted witelma ctiIl be painted or textru-ed to "bleJld"
with the adjacellt sw-laces.
3. No le[tervJg, symbols, images or tmdeinarks large enougb [o be leg/Gle to
occ.upants ofvelucular haNc on auy adjaceilt street sfiall be placed o» or
af1'rxed to arly parr ofllie WCF, uriless required Gy the FCC or FAA.
4. Frcept as specilically required by the FAA (Gut must be approned by llie
ci[y), lieesGvldvig•primary supporT strvctures shall be paivfed a color diat best
a11ows thein Co blejld mto tlie surroundings. The use of gr-qys, blues azld
greens might be appropriate; 1lowever, each appGcation shall Ge ecraluated
mdiradually.
The antennas, associated mounting hardware, and coax will be painted to match the existing tower
in order to blend to ininimize visual impacts. Verizon's proposed telecommunication facility will
not be installuig any signs unless required by the FCC.
Lighting
According to the ACC 18.48.100(G), the following outlines the lighting requirements for wireless
telecommunication facilities:
1. Freestaudi»g suppoiY sLructures sliall rjot be artilicially ligbted, uilless
requiled Gy die I+AA or odler applicable au[ho»ty. Any proposed lig/ilulg
sliall be submitted at dle [ime ofdie inidal applica[io». AnyliglltilJgmUSt be
reraewed a-ild appror,ed by tlie city.
Venzoli Wireless
TAC I,akelaud
Page 9
2 Secruity lightrvg used [o ]ight llie equipineut }acility sball be directed
dvFnJr~mard, shielded aud kept Hitliun tlle boundaries of'die site.
Verizon's proposed telecommunication facility will not be installing any signals and lights unless
required by the FCC and/or Federal Aviation Administration (FAA).
Noise
According to the ACC 18.48.100(I), the following outlines the noise requirements for wireless
telecommuriication facilities:
For die pru-poses of'tlus sectiov, WCF ffill be coJlsidered a Class B, commercial,
noise source pursuxit to GUAC 173-60-040.
Verizon Wireless's proposed telecommuriication facility will comply with all state and loca]
ordinances regarding noise. Please see the enclosed Acoustical Study.
Existing Use
The subject area accommodates telecommunieation facilities.
Access/Circulation
The site will be accessed by the existing right of entry. There are no iraffic impacts associated with
these types of facilities as they are tuimanned and require infrequent maintenance.
Federal Requirements
Verizon's proposed telecommuriication facility will meet. or exceed current standards and
regulations of the FAA, the FCC, and any other agency of the Federal government with the
authority to regulate towers and antennas.
Verizon's site will conform to all FAA./FCC regulations, and because the maximum ERP is less
than two lhousand (2,000) watts and/or the height of the facility is greater than ten meters (lOm),
an environmental evaluation of radio frequency emissions is exempted per CFR Tifle 47 Part 24,
Subpart E.
Verizon has a license from the FCC to provide wireless telecommuriication services in the Puget
Sound region.
Addendums
■ Legal Description
■ Copy of Pierce County Original Permit Tnformation
■ Photo Simulations
■ 'NIER Report
■ Acoustical Study
■ Structural Calculations
Uen2on Wireless
TAC Lakelxid
Page 10
LEGAL DESCRIPTION
PROJEGT NAME: TAC Lakeland
PROJEGT ADDRESS: 5811 Panorama Drive SE
Auburn, WA
PROJEGT A.P.N.#: 0520062013
PARCEL A:
That portion of Government Lot 3, Section 6, Township 20 North,
Range 5 East, W.M., in Aierce County, washington, described as
fo3.lows :
Beginning at the north quarter corner of said Section 6, said north
quarter corner bearing south 86°23'27" west, a distance of 2,633.75
£eet from the northeast corner of said Section 5;
Th.ence continuing south 86°23'27" west, a distance of 155.70 feet;
Thence south 3°36'33" east, a distance of 337.04 feet to the TRUE
POINT OF BEGINNING and the northeast corner of tract herein
described;
Thence south 25°23`30" west, a distance of 213.00 feet; •
Thence north 60°53'38" west, a distance of 200.42 feet;
Thehce north 25°23'30" east, a distance of 200.00 feet;
Thence south 64°36`30" east, a distance of 200.00 feet to the TRUE
POINT OF BEGINNING;
TOGETHER WTTH an easement and right of way from the use and .
maintenance of an existing road 60 feet in width over and across the
following described property:
Government Lot 2, and Government Lot 3, Section 6, Township 20
North, Range S East, in Pierce County, Washington, and over the
southwest quarter of the northeast quarter of the south half of the
southeast quarter of the northwest quarter of the northeast quarter
and the northwest quarter of the southeast quarter and the southwest
quarter of the sautheast quarter and the southeast quarter of the
southwest quarter of Section 31, Township 21 North, Range 5 East,
W.M., in Pierce County, Washington.
PARCEL B:
Tract C, View Ridge, according to the plat thereof recorded under
Recording Number 200012155002, in Piexce County, washington..
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NON-IONIZING ELECTROMAGNETIC EXPOSURE ANALYSIS
&
ENGINEERING CERTIFiCAT10N '
~
1wF~.' . f' 70: wireiess
SITE NAME: TAC Lakeland
SITE ADDRESS: 5811 Panorama Dr SE
Auburn, WA 98092
DATE: June 8, 2009
PREPARED BY:
B. J. THOMAS, P.E.
~
PROJECT
. The proposed Verizon Wireless project consists of a WCF (V1lireless
Communications Facility) located 5811 Panorama Dr SE, Auburn, WA 98092,
King County Tax Parcel 052006013. The planned improvements include
antennas mounted on an existing lattice tower with supporting BTS (Base
Transmission System) radio equipment located in an equipment shelter near the
base of the tower.
EQUIPMENT
Type of Service: Cellular & PCS
Antennas: Antel BXA-70063/8CF
Antel BXA-80063/8CF 5°
Antel BXA 18506318CF 6°
Sectors: 3(alpha = 50°, beta = 160°, garnma = 270°)
Max Power: 500 watts per Verizon RF Data Sheet
Antenna Rad Centers: 88 AGL
CALCULATIONS
Calculations for RF power densities near ground level are based on the
"Evaluating Compliance with FCC Guidelines for Human Exposure to Radio
Frequency Electromagnetic Fields OET Butletin 65" Edition 97-01, August
1997 issued by the Federal Communications Commission Office of Engineering
& Technology.
Section 2 of OET Bultetin 65 demonstrates that "for a truly worst-case prediction
of power density at or near the surtace, such as at grounc!-level or on a rooftop,
100% reflection of incoming radiation can be assumed, resuiting in a potential
doubling of prediated field strength and a four-fold increase in (far field
equivalent) power density". Therefore the following equation is used:
S = EIRP/TrR2
Where S= power density (mW/cmz), ElRP = equivalent isotropically radiated
power and R= distance to the center of the radiation antenna (cm)
Attached as an exhibit are the MPE (Maximum Power Exposure) calculations
using the above referenced formula and the antenna manufacturers vertical
pattern information using a conservative 20 dB loss below main lobe.
The calculations show that the maximum MPE at ground level (6' above AGL) at
the base of the tower and the power density is 0.002514 mW/cm2 with an
assumed worst-case power level of 3,000 watts ERP for the lowest antenna
array. This is 0.4433% of the MPE limit for the general population/uncontrolled
exposure of 0.567 mW/cm2 as referenced in Table 1 OET Bulletin 65 Appendix
A for the lowest frequency range.
OTHER CARRIER
The following are examples of wireless carriers praviding service in King County:
ESMR 851-866 Mhz Nextel
Cellular 869-894 Mhz AT&T, Verizon
PCS > 1800 Mhz Sprint, T-Mobile, AT&T
Nextel facilities will have potentially higher power levels than cellular or PCS
facilities. fn order to develop a"worst case prediction", it is assumed that Nextel
facilities are currently on the buiiding with maximum effective radiated power
(ERP) levels of 3,000 watts per sector verses 2,000 watts or less for celfular or
PCS facilities.
Wireless facility antennas are highly directional and project the majority of the RF
energy horizontally. Attached as an exhibit are the MPE (Maximum Power
Exposure) calculations using the referenced power density formula. These
calculations assume that the vertical patterns of the antennas suppress the ERP
by 20db6 towards the antenna base. The calculations show that the maximum
total MPE at ground leve! (6' above AGL) at the base of the tower is
0.003147mW/cm2 with the carrier operating at a total ERP of 3,000 watts per
sector. This is 0.5551 % of the MPE limit for the general populatioNuncontrolled
exposure of 0.567 mW/cm2 for the lowest Nextel frequency (851/1500) as
referenced in Table I OET Bulletin 65 Appendix A.
COLOCATED FACILITIES TOTAL MPE
The combined MPE for the Verizon Wireless and existing carriers using "worst
case" calculations is: 0.002514 mW/cm2 + 0.003147 mW/cm2 = 0.005661
mW/cm2 Total MPE.
ENVIRONMENTAL EVALUATION
Routine environmental evaluation is required if the PCS broadband facility is less
than 10 m(32.81 feet) AGL and has a total power of all channels in any given
sector greater than 2,OOOW ERP as referenced in °Table 2 Transmitters,
Facilities and Operations subject to Routine environmental Evaluation" of
Bulletin 65. As the proposed antennas lowest point above ground level is
25.6 m(84 feet), the WCF is categorically exempt from requirement for routine
environmental processing.
FCC COMPLIANCE
The general population/uncontrolled exposure near the tower, including persons
at ground levei, surrounding properties, inside and on existing structures will
have RF exposure much lower than the "worst case" scenario, which is a small
fraction of the MPE limit.
Only trained persons will be allowed to access #he tower for maintenance
operations. Verizon Wireless andlor its contractors wi11 provide training to make
the employees futly aware of the potential for RF exposure occupational training
and they can exercise controi over their exposure that is within the
occupational/controlled limits.
CONCLUSIONS
Based on calculations, the proposed WCF will comply with current FCC and
county guidelines for human exposure to radiofrequency electromagnetic fields.
All representations contained herein are true to the best of my knowledge.
EXIHIBITS
• MPE Catculations ~ asg~ `g 7
• Antenna Data Sheets GO
,
• WCF Location Map 37,~41
'~'crs~R~ , fii4' ~
~sj~NALB~r'~
TAC Lakelliand
MPE Cakulatiorro
EftecWe tower helgM assurtres a person 8 fl tall.
mein beam
tnwec
BB hei M .59E-03 ~h~ hypolenuse
.002574 meu pwrer density in mW y
0.44 % lpercentagecif slandard IwrFt Disl, x
Note: 0.587 mW/an= is 10096 of allowable starMard for bweet hequenq
effectWe
tow ERP ERP Power et polM x
ceMer helpht minor bbe d8 below horiz dist hypWnuse hypoterwsa hypotenuse mah bbe maln lobe minor lobe miror lobe m{not to6e al gaxb level
(fwl Y (Ieet). Y argle makf lobe x lengM (feeU Ien91h (km) I-g1A (on) (wads) (aem) ERP (d8m) EIRP (dl3m) EBtP (mvv) mW/aM2
88 82 90 20 0.000 82.000 0.025 2498.360 3000 8477 44.77 46.93 49331.15 261E-03
TOTAL 2.61E-0J
TAC Lakeland
Other Cartlsrs
MPE Calculatbns
Elfedive lower helght assumes a person 6 fl teq.
mein beam
tower
varies height ft) 3.15E-03 height' ~~lenuse
0.00014T ~ pa+'er ~rsly In mWlcm y
0.5557% la o/daMerd haiz Dist, xNote: 0.567 mWlaF? Is 100% of albwabte sfandaM for loweat Nwdel hequenq
effective
radletion tower ERP ERP Power et pdnt x
cerrter halghf minor lobe dB Delow horiz. dist Ayptonuse hypotanuse hypolenuse maln lobe mein lobe mkar lobe minor lobe minor lobe at ground level
(feet), y (feet), y angle rrefn lobe x lanpth (teel) length (Ian) terClh (an) (warys) (dBm) ERP (dBm) EIRP (dBm) EIRP (mM mW/cm^2
105 109 80 20 0.000 109.0D0 0.033 3322.320 3000 64.77 44.77 48.93 49331.16 1.42E-03
105 88 90 20 0.000 89.000 0.030 3017.520 3000 64.77 44.77 46.93 49331.15 1.72E-03
TOTAL ~.16E-0J
' ~ ~ i r
BXA-185063/8CF 60
'
Mechanical specifcations Nmsnortledngreptace Wth co„neaor IM.
l.ength 1238 mm 48.8 in
wdtn 154 mm 6.1 ;n Radiation pattern'l
Depth 80 mm 3.2 in .a
Depth with t bradcet 108 mm 4.3 in
WeigM 4.5 kg 10.0 Ibs 'ID m
-m ~
Wind Area 1O 'O
Fore/Aft 0.19 rr~ 2.1 ft2 Side 0.10 mz 1.1 ft2 Rated Wind VelocKy (Safety fador 2.0) >322 km/hr >200 mph °
ex
a
Wind Load @ 100 mph (161 knJhr) Fore/Aft 288 N 65 Ibs tO~~
Sida 170 N 38 Ibs m m ~ID
ro ~ 0 ~ n
Antenna consi56ng of aluminum alloy with brass Horizontal
feediines oover+ed by a W safe flberglass radome.
Mounting and Downtliting
Mounting bradcets altach to a pipe diameter of JD ~
050-102 mm (2.0-4.0 in). •m i ~
Moun6ng bracket kit #26799997
Downtilt bracket lu't #28799999
The downtitt bracket kil indudes the mounting ~ o
bracket kit. m 9 Amphenol Antel's
Electrical specifcations . Exclusive 3T (True
0 ~ Transmission Line
F►~e4uencY Ran9e 1850-1990 MHz \ /4) 7echnology)
Impedance 5011 Antenna Design:
3)
Connector(s) NE or E-DIN 'D 'm mID A * Watercut brass feediine assembiy for
2 ports / center . VertlCal consistent performance.
1)
VSWR 5 1.4:1 • Unpue feedline design eliminates the need
Polarization Slant t 45° for conventional solder joints in the signal
i) Isoiation Between Ports <-30 dB path.
• A non-collinear system wiih access to
1 Gain 18.5 dBi
Z~ RadiaUon pattems for all antennas are eVery radiaGng element for broad band-
Power f2ating 250 W measured with the antenna mounted on width and superior performance.
1) Hatf PowerAngle a fiberglass pole. • Air as insulation for virtually no intemal
H-Plane 63• signalloss.
Mounting on a metal pole will typically
E-Plane 7° improve the Front-taBack ratio.
1) Eledrical Downtik 6° This Amphenol Antel antenna is under a five-
1) Nuli Fill 5% year limited warranty for repair or replacement.
Lightning ProtecHon Direct Ground Antenna available wlth center-fed
connoctors only.
Patented Dipole Deslgrt: U.S. PMent No. 6497,324 02
1) ryplaw Wws. CF Denotes a Center-Fed
Z> Power ratinp 6mtted by comector oniy. C 0 Cl Cl @Ct01".
3) NE YWfcates an el J~
ongeted N oonnedor.
E-DIN indice6es an ebnpeted DIN connectoc p~eNO~
4) The anter~a weight Usted atwve does not fndude
the bracket weiphL 1 ~ f 6~ire
Impmvsmenb tn meehrdul andfor eMthiul Pedwmnce
oHho anbnna mav be ~wde Wyput acyee, AIN Ammna iahmiogy CmpaM
AmphenolAntel, Inc. 1300 Capital Drive Rodcforci, Illinois 61109 USA Tel. (815) 399-0001 Revision Date: 7111107
Toil-Free (888) 417-9562 Fau. (815) 399-0156 antel@antelinc.com www.antelinc.com
. 459~!D . "'i . 'd • • fi0
806,900 MHz*
Mechanical specifications BXA-80063/8CF 5°
L@ngth 2405 mm 94.6 in when ordering reptace'_• with oonnector type.
Width 285 mm 11.2 in Radiation-pattem,,
Depth 114 mm 4.5 in
Dep1h with z bracket 154 mm 6.1 in
Weight 4) 10.9 kg 24.0 Ibs 12D,
. . . . .
.uo~:''...... .~o .
Wind Area Fore/Aft 0.69 mz 7.4 ft2 ,
Wind Ares Side 0.27 rr2
3.0 ft2
MaxwndSurvivability >201 kmlhr >425 mph ^70~r -10 ~4~n4 w
Wind Load @ 100 mph (161 km/hr) 's0i ° k} `
Fore/Aft 1038 N 233 Ibf 10
!60` ~20
Side 502 N 113 Ibf /30
7~0'. • -//0
Antenna consisting of aluminum alloy with 10 ~
go /
brass feedlines covered by a gray, UV safe 1 p~
fiberglass radome. RoHS compiiant. Horizontal
Mourtting & Downtilting -1 p •„o Do .70
~
, , . . . . . ~
Mounting hardware attaches to pipe diameter -++o/ . • • : . : _ • - - . " • . \,o
050-160 mm; 02.0-6.3 in. 40 ~ • ~
Mechanical downtilt angie 0-17° / , . ~ , ~ ; - 70 \
Mounting 8racket Kit 36210002 i'°
Downtilt Bracket Kt 36114003
;,o
,60~,
,w\
Electricat specifications 11a\,.
Frequency Range 806-900 MHz• 130 . . Featuring our Ezalusive
no .
~ m 70
!'~".~5.'= 3T TeC1N101o~TM
(mpedance 50li Vertical Arrtenna Design:
Connector 3) NE or E-DIN •
Female < ay!!
2 ports / Center
Radiation pattems for all antennas
VSWR 1) 51.4:1 are measured with the antenna ' Waterctrt brass feediine assernbly for
Polarization Slant t45° mounted on a fibergfass pole. mnsistent performance.
Isolation Beiween Ports'> <-30 dB • Unique feedline design eliminates the
Gain 1) 16 d8d Mounting on a metal pole will typi- need tor conventionai solder joints in
cally improve the front-laback the signal path.
Power Rating 2> 500 W ratio. • A non-coilinear system with access to
Half Power Mgle') every radiating element for broad band-
Horizontal Beamwidth 63° width and superior performance.
Vertipl Beamwidth 7° • Air as insulation for virtually no intemal
Electiical downtiR 5) 5° signal loss.
Nufl fill 1) 5%
Lightning protecaon Direct ground
* This antenna is also available VYartanty:
for ibEN frequencies 806-941 This antenna is under a five-year limited
Patented Dipole Design: U.S. Patent No. 6,608,600 B2 MHz. Specity when ordering. warranty for repair or replacement.
1) Typicet vaiues.
2) Power ratlng limited by connedor only.
3) NE Indicatas an elongated N cafnector. Rev~s~cn Uate: 08l21l08
E-DIN indicates an elongated DIN connedor.
4 Mtenna weight does nol irclude braekets.
5 Add7 downGlts may be avaNaWe. Check website for dslails
<-i,:. . . . -
irtpiovertbnta b medieedcat andlor eleWicel DarbmwAm of tAe anlen~a
may De mede wkhaul notite. ~
AAmphenol
Qnte! Inc. ~ or,
815.399.0001 o antel@antelinc.com ~ www.antelinc.com M~.~,~
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Mechanical specifications BXA-70063/8CF
Length 2405 mm 94.6 In When ordering replace with conneclor type.
Width 285 mm 11.2 in
Depth 114 mm 4.5 in Radiation-pattem,,
Depth with z-bracket 154 mm 6.1 in 750 MHz
Weight 4> 10.9 kg 24.0 Ibs
Wind Area ForelAft 0.69 ►TYZ 7.4 ft2 = • , `~~o
WindArea Side 0.27 m2 3.0 ftz
160/ . ~ g. Max Wind Sunrivability >201 krnlhr >125 mph ~ = ~ ~ • ' ~
1W~ '.A,fO n M U f1 p ,y", Wind Load @ 100 mph (161 kMhr) '
Fore/Aft 1038 N 233 Ibf i . : ~ ~
Side 502 N 113 Ibf
,.a. . i;n _
Mtenna consisting of aluminum a8oy with
brass feedlines oovered by a W safe fiber-
giass radome. Horrzontai
.7o
\.an
•+w,~ , ~o
Mounting 8 DowMiiting • ~
Mounting haMware attaches to pipe diameter
Rj50-160 mm; 02.0-6.3 in
Mechanical downtiit angie 0-17°
Mounting Bracket Kit 36210002
Downtilt Bradcet lCd 36114003
f70 t+o 'ro ao 7° ~ . . .
~
Electrical specifications vQrfical Featuring our Excrosive
Frequency Range 696-900 MHz 850 MHz ~ 3T Technologym
Impedance 50Q Mienna Design:
Cannector 3) NE or E-DIN
.,m~
Female _,60i • ,
, . ~
2 ports / Center •160i Watercut brass feedline assembly for
V.SWR 1} s 1.4:1 consistent performance.
Polarization Slant t45° *rol ' ,o • Unique feedline design eliminates the
IsoiaUon Befinreen Ports 1) <-30 dB need for conventional solder joints in
' . the signal path.
Gain 16 dBd N~'• . %w
• A non-collinear system with access to
Power Rating 2> 500 W
every radiating element for broad band-
Half Power Angle 1) Horizontal width and superior periormance.
Horizontal Beamwidth 63° ,A • Air as insulation for virtually no intemai
Vertical Beamwidth 7° signal loss.
Electrical downtift 5) 0°
Nult fill'> 5%
Lightning protecUon Direct ground Warranty:
This antenna is under a five-year limited
Patented Dipole Design: U.S. Patent IVo. 6,608,600 82 warrdnty for repafr or rep►acement.
1) TypiCel wdlues. uo'~ j'Ao
2)Powerratinglimitedbyconnedoronry. ~50 RewsionDate: 08/21108
3) NE indicetas an elongeled N conneclor.
E-DIN indicates an elapted DIN comecfor. 10 '0
4) AMenna weght does not indude bradcets. Vertical
S) AddM dawntilts may be avadable. Chedc webctte for deMaits
Improveme1Tt3 0omefiekalenNweladifcelPerformenmoflhaentenrm . .F; . ,
^ay °°,^°°°wl,Nd ^°e°°. Amphenol
Antei, tnc.
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Structurai Analysis Report
Structure : 98.2 ft Self 3upported-Tower
ATC Site Name : Auburn WA, WA
ATC Site Number : 89523
Proposed Carrier : Verizon
Carrier Site Name : TAC Lakeland
Carrier Site Number : TAC l..,aketand
County' : Pierce Eng. Number : 42680223
Date . : June 1, 2009*
Usage : 49% Legs, 72%a Diagonals, 51% Horizontals
Submitted by:
Zachary A. Medoff
Design Engineer
. American Tower Engineering Services-
400 Regency Forest Drive 1• moH~ Cary, NC 27518 Q~POF w~;s~,~, ~Fo
Phone: 919-468-0112 o
L & 12] 01
~ 4'214' ~
Al-~
~o
4~
,N~a9er ~ ~
Eng. Number 42680223
June 1, 2049
Page 1
Introduction
The purpose of this report is to summarize results of the structural analysis performed on the 98.2 ft
Self Supported Tower located at Hazet Avenue SE & Panorama Drive SE, Auburn, WA 98092,
Pierce County (ATC site #89523). Structural information is taken from mappings by BCI Wireless
(Tower Mapping dated July 20, 2005 and Foundation Mapping dated July 26, 2005).
Analvsis
The tower was analyzed using Semaan Engineering Solutions, lnc., Software. The analysis
assumes that the tower is in good, undamaged, and non-corroded condition.
Basic Wind Speed: 80 mph (Fastest Mile)
Radial Ice: 69 mph (Fastest Mile) w/'/z" ice
Code: ANSUTIA/EIA-222-F / 2006 IBC, Sec. 1609. 1.1, Exception (4) & Sec. 3108.4
Antenna Loads
The following antenna loads were used in the tower analysis.
Existing Antennas
E~' Qty Antennas Mount CO Carrier
9$.0 2 Ja ro JMPC-2 w/ Heat Dis erser Pi e Extension 1 1 5/8 Green River
50.0 1 Gabriel P-9A48G+-U Dish 1 7/8 Comm. College
Proposed Antennas
Elev. Coax
ft Qty. Antennas Mount n Carrier
3 Antel BXA-70063/8CF
88.0 3 Antel BXA-80063/$CF Sector Frames (12) 7/8 Verizon
3 Antel BXA-185063/8CF
6 Clearcomm 850/1900
Double stack proposed coax on any tower face (avoiding climbing face).
Eng. Number 42680223
June 1, 2009
Page 2
Results
The maximum structure usage is: 72%
Leg Forces Current Analysis
Reactions
U lift ' s) 39.7
Axial ' s 54.3
Shear ' s 9.5 The structure base reactions resulting from this analysis were found to be acceptable through
analysis based on geotechnical and foundation information, therefore no modification or
reinforcement of the foundation will be required.
Conclusion
Based on the analysis results, the structure meets the requirements per ANSUTIA/EIA-222-F and
2006 IBC standards. The tower and foundation can support the existing and proposed antennas
with the TX line distribution as described in this report.
If you have any questions or require additional information, please ca11919-465-6535.
Standard Conditions
AIl engineering services are performed on the basis that the information used is current and correct.
This i.nformation may consist of, but is not necessary limited, to:
Information supplied by the client regarding the structure itself, the antenna and feed line
loading on the structure and its components, or other relevant informarion.
Infozmation from drawings in the possession of American Tower Corporation, or generated
by field inspections or measurements of the structare.
It is the responsibility of the client to ensure that the information provided to ATC Engineering
Services and used in the performance of our engineering services is correct and complete. In the
absence of information to the contrary, we assume that all shuctures were constructed in accordance
with the drawings and specifications and are in an un-corroded condition and have not deteriorated;
and we, therefore, assume that their capacity has not significantly changed from the "as new"
condition.
All services will be performed to the codes specified by the client, and we do not imply to meet any
other codes or requirements unless explicitly agreed in writing. If wind and ice loads or other
relevant parameters are to be different from the minimum values recommended by the codes, the
client shall specify the exact requirement. In the absence of information to the contrary, all work
will be performed in accordance with the latest relevant revision of ANSUEIA-222.
AlI services are performed, results obtained, and recommendations made in accordance with
generally accepted engineering principles and practices. ATC Engineering Services is not
responsible for the conclusions, opinions and recommendations made by others based on the
information we supply.
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Site Number: 89523 Y 611/20091•47:56 PM
Location: Auburn WA, WA
Code: TIA/EJA-222 Rev F X
Gh : 146 Section Forces
LoadCase Norma! No ice 80.00 mph Wind Normal To Face with No Ice
Allow Stress Inc: 1.333
Dead LF: 1.000
Wind LF: 1.000
Total Total Ice Ice
Wind Flat Round Round Eff Linear linear Totai Struct tinear Total
Sect Height Area Area Area Soi Area Area Area Weight Weight Force Force Force Eff
Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) (lb) Ice (lb) (lb) (lb) (lb) Face
15 97.21 22.31 3.36 0.00 0.00 0.31 2.28 1.00 1.00 0.62 3.36 0.00 0.00 117.6 0.0 199.08 0.00 199.08 2
14 93.92 22.09 5.73 0.00 0.00 0.23 2.51 1.00 1.00 0.60 5.73 0.00 0.00 201.6 0.0 369.07 0.00 369.07 2
13 90.48 21.86 3.68 0.00 0.00 0.29 2.32" 1.00 1.00 0.61 3.68 0.00 0.00 138.3 0.0 216.74 0.00 216.74 2
12 87.37 21.64 5.18 2.05 0.00 0.31 2.261.00 1.00 0.62 6.45 0.00 0.00 224.9 0.0 367.74 0.00 367.74 1
11 8327 21.34 6.00 3.05 0.00 0.31 2.261.00 1.00 0.62 7.89 0.00 0.00 262.0 0.0 443.57 0.00 443.57 1
10 78.T1 21.00 6.77 3.43 0.00 0.28 2.351.00 1.00 0.61 8.86 0.00 0.00 294.8 0.0 510.12 0.00 510.12 1
9 73.62 20.61 7.53 3.79 0.00 0.25 2.441.00 1.00 0.60 9.81 0.00 0.00 363.6 0.0 573.28 0.00 573.28 1
8 67.98 20.14 8.04 4.23 0.00 0.22 2.52 7.00 1.00 0.60 10.56 0.00 0:00 485.2 0.0 623.44 0.00 623.44 1
7 61.67 19.59 9.49 4:73 0.00 0.27 2.55 1.00 7.00 0.59 12.30 0.00 0.00 555.6 0.0 716.20 0.00 716.20 1
6 54.65 18.92 13.00 5.24 0.00 0.22 2.54 1.00 1.00 0.59 16.11 0.00 0.00 630.4 0.0 899.75 0.00 899.75 1
5 46.81 18.11 15.82 6.55 0.00 0.21 2.56 1.00 1.00 0.59 19.70 0.00 0.00 851.6 0.0 1,062.30 0.00 1,062.30 1
4 38.02 17.06 17.76 7.44 0.00 0.19 2.631.00 1.00 0.59 22.14 0.00 0.00 955.0 0.0 1,155.80 0.00 1,155.80 1
3 28.38 16.38 20.18 8.01 0.00 0.18 2.681.00 1.00 0.59 24.87 0.00 0.00 1,205.8 0.0 1,269.22 0.00 1,269.22 1
2 17.69 16.38 28.59 9.11 0.00 0.18 2.65 1.00 1.00 0.59 33.94 0.00 0.00 1,744.2 0.0 1,714.27 0.00 1,714.27 1
1 6.00 16.38 31.81 9.61 0.00 0.17 2.69 1.00 7.00 0.59 37.43 0.00 0.00 E,360.5 0.0 1,919.45 0.00 1,919.45 1
10,391.1 0.0 12,040.01
LoadCase 60 deq No tce 80.00 mph Wind at 60 deg From Face with No Ice
Ailow Stress Inc: 1.333 Dead LF: 1.000
Wind LF: 1.000
Totai Total Ice Ice
Wind Flat Round (tpund Eff Linear Linear Total Struct Linear Total
Sect Height Area Area Area Sol Area Area Area Weight Weight Force Force Force Hf
Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) (lb) Ice (lb) (lb) (lb) (lb) Face
15 97.21 22.31 3.36 0.00 0.00 0.31 2.28 0.80 1.00 0.62 2.69 0.00 0.00 117.6 0.0 159.26 0.00 15926 2
14 93.92 22.09 5.73 0.00 0.00 0.23 2.51 0.80 1.00 0.60 4.58 0.00 0.00 201.6 0.0 295.26 0.00 295.26 2
13 90.48 21.86 3.68 0.00 0.00 0.29 2.32 0.80 1.00 0.61 2.94 0.00 0.00 138.3 0.0 173.39 0.00 173.39 2
12 87.37 21.64 5.18 2.05 0.00 0.31 2.26 0:80 1.00 0.62 5.42 0.00 0.00 224.9 0.0 308.71 0.00 308.71 1
11 83.27 21.34 6.00 3.05 0.00 0.31 2.26 0.80 1.00 0.62 6.69 0.00 0.00 262.0 0.0 376.09 0.00 376.09 1
10 78.71 21.00 6.77 3.43 0.00 0:28 2.35 0.80 1.00 0.61 7.51 0.00 0.00 294.8 0.0 432.17 0.00 432.17 1
9 73.62 20.61 7.53 3.79 0.00 0.25 2.44 0.80 1.00 0.60 8.30 0.00 0.00 363.6 0.0 485.27 0.00 485.27 1
8 67.98 20.14 8.04 4.23 0.00 0.22 2.52 0.80 1.00 0.60 8.95 0.00 0.00 485.2 0.0 528.49 0.00 528.49 1
7 61.67 19.59 9.49 4.73 0.00 0.21 2.55 0.80 1.00 0.59 10.40 0.00 0.00 555.6 0.0 605.64 0.00 605:64 1
6 54.65 48.92 13.00 5.24 0.00 0.22 2.54 0.80 1.00 0.59 13.51 0.00 0.00 630.4 0.0 754.55 0.00 754.55 1
5 46.81 18.11 15.82 6.55 0.00 0.21 2.56 0.80 1.00 0.59 16.54 0.00 0.00 851.6 0.0 891.73 0.00 891.73 1
4 38.02 17.06 17.76 7.44 0.00 0.19 2.63 0.80 1.00 0.59 18.58 0.00 0.00 955.0 0.0 970.36 0.00 970.36 1
3 28.38 16.38 20.78 8.01 0.00 0.18 2.68 0.80 1.00 0.59 20.83 0.00 0.00 1,205.8 0.0 1,063.26 0.00 1,063.26 1
2 17.69 16.38 28.59 9.11 0.00 0.18 2.65 0.80 1.00 0.59 28.22 0.00 0.00 1,744.2 0.0 7,425.46 0.00 1,425.46 1
1 6.00 16.38 31.81 9.67 0.00 0.17 2.69 0.80 1.00 0.59 31.07 0.00 0.00 2,360.5 0.0 1,593.23 0.00 1,593.23 1
70,391.1 0.0 10,062.87
Page 1
Copyright Semaan Engineenng Solutions, !nc
Site Number: 89523 Y 6/1/2009 1:47:56 PM
Location: Auburn WA, WA
Code: TIAlBA-222 Rev F x 711 Gh : 1.16 $QCt10I1 FOCG@S
LoadCase 90 deq No Ice 80.00 mph Wind at 90 deg From Face with No Ice
Allow Stress Inc: 1.333
Dead LF: 1.000
Wind LF: 1.000
Total Totai Ice Ice
Wind Flat Round Round Eff Linear Linear Total Struct Linear Total
Sect Height Area Area Area Sol Area Area Area Weight Wefght Force Force Force Eff
Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft). (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) Face
15 97.21 22.31 3.36 0.00 0.00 0.31 2.28 0.85 1:00 0.62 2.86 0.00 0.00 117.6 OA 169.22 0.00 169.22 2
14 93.92 22.09 5.73 0.00 0.00 0.23 2.51 0.85 1.00 0.60 4.87 0.00 0.00 201.6 0.0 313.71 0.00 313.T1 2
13 90.48 21.86 3.68 0.00 0.00 0.29 2.32:0.85 1.00 0.61 3.12 0.00 0.00 138.3 0.0 184.23 0.00 184.23 2
12 87.3T 21.64 5.18 2.05 0.00 0.31 2.26 0.85 1.00 0.62 5.67 0.00 0.00 224.9 0.0 323.46 0.00 323.46 1
11 83.27 21.34 6.00 3.05 0.00 0.31 2.26 0.85 1.00 0.62 6.99 0.00 0.00 262.0 0.0 392.96 0.00 392.96 1
10 78.71 21.00 6.77 3.43 0.00 0.28 2.35 0.85 1.00 0.61 7.85 0.00 0.00 294.8 0.0 451.66 0.00 451.66 1
9 73.62 20.61 T.53_ 3.79 0.00 0.25 2.44 0.85 1.00 0.60 8.68 0.00 0.00 363.6 0.0 507.27 0.00 507.27 1
8 6T.98 20.14 8.04 4.23 0.00 0.22 2.52 0.85 1.00 0.60 9.36 0.00 0.00 485.2 0.0 552.23 0.00 552.23 1
7 61.67 19.59 9.49 4.73 0.00 0.21 2.55 0.85 1.000.59 10.88 0.00 0.00 555.6 0.0 633.28 0.00 63328 1
6 54.65 18.92 13.00 5.24 0.00 0.22 2.54 0.85 1.00 0.59 14.16 0.00 0.00 630.4 0.0 790.85 0.00 790.85 1
5 46.81 18.11 15.82 6.55 0.00 0.21 2.56 0.85 1.00 0.59 17.33 0.00 0.00 851.6 0.0 934.37 0.00 934.37 1
4 38.02 17.06 1T.76 7.44 0.00 0.19 2.63 0.85 1.00 0.59 19.47 0.00 0.00 955.0 0.0 1,016.72 0.00 1,016.T2 1
3 28.38 16.38 20.18 8.01 0.00 0.18 2.68 0.85 1.00 0.59 21.84 0.00 0.00 1,205.8 0.0 1,114.75 0.00 1,114.75 1
2 17.69 16.38 28.59 9.11 0.00 0.18 2.65 0.85 1,00 0.59 29.65 0.00 0.00 1,744.2 0.0 1,497.66 0.00 1,497.66 1
1 6.00 16.38 31.81 9.61 0.00 0.17 2.69 0.85 1.00 0.59 32.66 0.00 0.00 2,360.5 0.0 1,674.79 0.00 1,674.79 1
10,391.1 0.0 10,557.16
LoadCase Normai ice 69.28 mph Wind Normal To Face with Ice
Allow Stress Inc: 1.333.
Dead LF: 1.000
Wind LF: 1.000
Total Totai Ice Ice
Wind Flat Round Round Eff Linear Linear Total Struct Linear Total
Sect Height Area Area Area .-,Sot Area Area Area Weight Weight Force Force Force Eff
°
Se9 (ft) 4z (S4ft) (SQft) (sqft), Ratio. Cf DF Dr Rr (sqft).; (s4ft) (s4ft) (ib) Ice (Ib) (ib) (Ib) (Ib) Faoe
15 9721 16.73 3.36 1.51 1.51 '0.44 1.991.00 1.00 0:67 4.37 0.00 0.00 191.5 73.8 169.00 0.00 169.00 2
14 93.92 16.57 5.73 2.34 2.34 0.32 2.241.00 1.00 0.62 7.18 0.00 0.00 300.5 98:9 310.66 0.00 310.66 2
13 90.48 16.39 3.68 1.63 1.63 0:42 2,021.00 1.00 0.66 4.75 0.00 0.00. 216.6 78.3 183.42 0.00 183.42 2
12 87.37 16.23 5.18 5.84 3.79 0.48 1.931.00 1:00 0.69 9.18 0.00 0.00 366.6 . 141.6 335.28 0.00 335.28 1
11 83.2T 16:01 6.00 8.09 5.04 0:49 1.921.00 1.00 0.69 11.59 0.00 0.00 441.9 179.9 414.03 0.00 414.03 1
10 78.71 15:75 6.T7 9.11 5.68 °0:43 2.001.00 1.00 0.67 12.84 0.00 0.00 497.3 202.5 470.89 0.00 470.89- 1
9 73.62 15.45 7.53 10.07 6.28 0.39 2.091.00 1.00 0.65 14.04 0.00 0.00 588.1 224.5 526.194 0.00 526.99 1
8 67.98 15.11 8.04 11.21 6.98 0.35 2.171.00 1.00 0.63 15.14 0.00 0.00 765.3 280.0 _ 577.13 ' 0.00 577.13 1
7 61.67 14.69 9.49 12.50 7,77 0.33 2.221.00 1.00 0.63 17.31 0.00 0.00 866.2 310.6 65T.81 ` 0.00 657.61 1
6 54.65 14.19 43.00 13.86 8.63 0.32 2.241.00 1.00 0.62 21.63 0.00 0.00 1,058.5 428.1 . 800:33 0.00 800.33 4
5 46.81 13.58 15.82 16.87 10.32 0.31 2.27 1.00 1.00 0.62 26.25 0.00 0.00 1,354.4 502.9 ' 943.15 0.00 943.15 1
4 38.02 12.79 17.76 49.09 11.65 0.28 2.361.00 1.00 0.61 29.39 0.00 0.00 1,520.1 565.1 1,031.37 ' 0.00 1,031.37 1
3 28.38 12.29 20.18 20.63 12.62 0.26 2.421.00 1.00 0.60 32.62 0.00 0.00 1,821.8 616.0 1,129.56 ` 0:00 1,129.56 1
2 17.69 12.29 28.59 23.43 14.33 0.25 2.431.00 1.00 0.60 42.72 0.00 0.00 2,637.1 892.9 1,481.05 0.00 1,481.05 1
1 6.00 12.29 31.81 24.86 15.25 0.24 2.48 1.00 1:00 0.60 46.69 0.00 0.00 3,353.6 993.1 1,654.99 0.00 1,654.99 7
15,979.4 5,588.3 10,685.46
Page 2
Copyright Semaan Engineering Sofutions, Inc
Site Number: 89523 Y 61712009 1:47:56 PM
Location: Auburn WA, WA
Code: TIAlE1A 222 Rev F X
Gh : 1.16 Section Forces
LoadCase 60 deq Ice 69.28 mph Wind at 60 deg From Face with Ice
Allow Stress Inc: 1.333
Dead LF: 1.000
Wind LF: 1.000
Total Total Ice Ice
Wind Flat Round Round Hf Linear Linear Total Struct Linear Total
Sect Height Area Area Area Sot Area Area Area Weight Weight Force Force Force Bf
Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf DF Dr Rr (sqft) (sqft) (sqft) (lb) Ice (lb) (lb) (lb) (lb) Face
75 97.21 16.73 3.36 1.51 1.51 0.44 1.99 0.80 1.00 0.67 3.70 0.00 0.00 191.5 73.8 143.01 0.00 143.01 2
14 93.92 16.57 5.73 2.34 2.34 0.32 2.24 0.80 1.00 0.62 6.04 0.00 0.00 300.5 98.9 261.12 0.00 261.12 2
13 90.48 16.39 3.68 1.63 1.63 0.42 2.02 0.80 1.00 0.66 4.02 0.00 0.00 216.6 78.3 155.03 0.00 155.03 2
12 87.37 16.23 5.18 5.84 3.79 0.48 1.93 0.80 1.00 0.69 8.15 0.00 0.00 366.6 141.6 297.47 0.00 297.47 1
11 83.27 16.01 6.00 8.09 5.04 0:49 1.92 0.80 1.00 0.69 10.39 0.00 0.00 441.9 179.9 371.14 0.00 377.14 1
10 78.71 15.75 6.77 9.11 5.68 0.43 2.00 0.80 1.00 0.67 11.48 0.00 0.00 497.3 202.5 421.19 0.00 421.19 1
9 73.62 15.45 7.53 10.07 6.28 0.39 2.09 0.80 1.00 0.65 12.53 0.00 0.00 588.7 224.5 470.48 0.00 470.48 1
8 67.98 15.11 8.04 11.21 6.98 0.35 2.17 0.80 1.00 0.63 13.53 0.00 0.00 765.3 280.0 515.80 0.00 515.80 1
7 61.67 14.69 9.49 12.50 7.77 0.33 2.22 0.80 1.40 0.63 15.41 0.00 0.00 866.2 310.6 585.47 0.00 585.47 1
6 54.65 14.19 13.00 13.86 8.63 0.32 2.24 0.80 1.00 0.62 19.03 0.00 0.00 1,058.5 428.1 704.14 0.00 704.14 1
5 46.81 13:58 15.82 16.87 10.32 0.31 2.27 0.80 1.00 0.62 23.09 0.00 0.00 1,354.4 502.9 829.49 0.00 829.49 1
4 38.02 12.79 17.76 19.09 11.65 0.28 2.36 0.80 1.00 0.67 25.84 0.00 0.00 1,520.1 565.1 906.72 0.00 806.72 1
3 28.38 12.29 20.18 20.63 12.62 0.26 2.42 0.80 1.00 0.60 28.58 0.00 0.00 1,821.8 616.0 989.81 0.00 989.81 1
2 17.69 12.29 28.59 23.43 14.33 0.25 2.43 0.80 1.00 0.60 37.00 0.00 0.00 2,637.1 892.9 1,282.82 0.00 1,282.82 1
1 6.00 12.29 31.81 24.86 15.25 0.24 2.48 0.80 1.00 0.60 40.32 0.00 0.00 3,353.6 993.1 1,429.48 0.00 1,429.48 1
15,979.4 5,588.3 9,363.19
LoadCase 90 deq Ice 69.28 mph Wind at 90 deg From Face with Ice
Atlow Stress inc: 1.333 Dead LF: 1.000
Wind LF: 1.000
Total Total Ice Ice
Wind Flat Round Round EFf Linear Linear Totai Struct Linear Total
Sect Height Area Area Area Sol Area Area Area Wetght Weight Force Force Force Bf
Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr W (sqft) (sqft) (sqft) (lb) Ice (lb) (lb) (lb) (lb) Face
15 97.21 16.73 3.36 1.51 1.57 0.44 1.99 0.85 1.00 0.67 3.87 0.00 0.00 191.5 73.8 149.51 0.00 149.51 2
14 93.92 16.57 5.73 2.34 2.34 0.32 2.24 0.85 1.00 0.62 6.32 0.00 0.00 300.5 98.9 273.50 0.00 273.50 2
43 90.48 16.39 3.68 1.63 1.63 0.42 2.02 0.85 1.00 0.66 4.20 0.00 0.00 216.6 78.3 162.13 0.00 162.13 2
12 87.37 16.23 5.18 5.84 3.79 0:48 1.93 0.85 1.00 0.69 8.41 0.00 0.00 366.6 141.6 306.93 0.00 306.93 1
11 8327 16.01 6.00 8.09 5.04 0.49 1.92 0.85 1.00 0.69 10.69 0.00 0.00 441.9 179.9 381.86 0.00 381.86 1
10 78.71 15.75 6.77 9.11 5.68 0.43 2.00 0.85 1.000.67 11.82 0.00 0.00 497.3 202.5 433.62 0.00. 433.62 1
9 73.62 15.45 7.53 10.07 6.28 0.39 2.09 0.85 1.00 0.65 12.91 0.0A 0.00 588.1 224.5 484.61 0.00 . 484.61 1
8 67.98 15.11 8.04 11.21 6.98 0.35 2.17 0.85 1.00 0.63 13.93 0.00 0.00 765.3 280.0 531.13 0.00 531.13 1
7 61.67 14.69 9.49 12.50 7.77 0.33 2.22 0.85 1.00 0.63 15.89 0.00 0.00 866.2 310.6 603.51 0.00 603.51 1
6 54.65 14.19 13.00 13.86 8.63 0.32 2.24 0.85 1.00 0.62 , 19.68 0.00 0.00 1,058.5 428.1 728.19 0.00 728.19 1
5 46.81 13.58 15.82 16.87 10.32 0.31 2.27 0.85 1.00 0.62 23.88 0.00 0.00 1,354.4 502.9 857.91 0.00 857.91 1
, 4 38.02 12.79 17.76 19.09 11.65 0.28 2.36 0.85 1.00 0.61 26.72 0.00 0.00 1,520.7 565.1 937.88 0.00 937.88 1
3 28.38 12.29 20.18 20.63 12.62 0.26 2.42 0.85 1.00 0.60 29.59 0.00 0.00 1,821.8 616.0 1,024.75 0.00 1,024.75 1
2 17.69 12.29 28.59 23.43 14.33 0.25 2.43 0.85 1.00 0.60 38.43 0.00 0.00 2,637.1 892.9 1,332.38 0.00 1,332.38 7
1 6.00 12.29 31.81 24.86 15.25 0.24 2.48 0.85 1.00 0.60 41.91 0.00 0.00 3,353.6 993,1 1,485.86 0.00 1,485.86 1
15,979.4 5,588.3 9,693.76
Page 3
Copyright Semaan Engineering Solutions, Inc
Site Number: 89523 Y 61112009 1:47:56 PM
Location: Auburn WA, WA
Code: TL41E7A-222 Rev F x
Gh : 1.16 Section Forces
LoadCase Normal 50.00 mph Wind Normal To Face with No ice
Allow Stress Inc: 1.333
Dead LF: 1.000
Wind LF: 1.000
Total Total Ice Ice
Wfod Flat Round Round Eff Linear Linear Totai Struct Linear Totat
Sect Neight Area Area Area Sol Area Area Area Weight Weight Force Force Force Bf
Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (ib) (Ib) Face
15 9721 8.71 3.36 0.00 0.00 0.31 2.281.00 1.00 0.62 3.36 0.00 0.00 117.6 OA 77.77 0.00 77.77 2
14 93.92 8.63 5.73 0.00 0.00 0.23 2.51 1.00 1.00 0.60 5.73 0.00 0.00 201.6 0.0 144.17 0.00 144.17 2
13 90.48 8.54 3.68 0.00 0.00 0.29 2.32 1.00 1.00 0.61 3.68 0.00 0.00 - 138.3 OA 84.66 0.00 84.66 2
12 87.37 8.45 5.18 2.05 0.00 0.31 2.26 1.00 1.00 0.62 6.45 0.00 0.00 224.9 0.0 143.65 0.00 143.65 1
11 83.27 8.34 6.00 3.05 0.00 0.31 2.26 1.00 1.00 0.62 7.89 0.00 0.00 262.0 0.0 173.27 0.00 173.27 1
10 78.71 8.20 6.77 3.43 0.00 0.28 2.351.00 1.00 0.61 8.86 0.00 0.00 294.8 0.0 199.27 0.00 199.27 1
9 73.62 8.05 7.53 3.79 0.00 0.25 2.441.00 1.00 0.60 9.81 0.00 0.00 363.6 0.0 223.94 0.00 223.94 1
8 67.98 7.87 8.04 4.23 0.00 0.22 2.521.00 1.00 0.60 10.56 0.00 0.00 485.2 0.0 243.53 0.00 243.53 7
7 61.67 7.65 9.49 4.73 0.00 0.21 2.551.00 1.00 0.59 12.30 0.00 0.00 555.6 0.0 279.76 0.00 279.76 7
6 54.65 7.39 13.00 5.24 0.00 0.22 2.541.00 1.00 0.59 16.11 0.00 0.00 630.4 0.0 351.46 0.00 351.46 1
5 46.81 7.07 15.82 6.55 0.00 0.21 2.561.00 1.00 0.59 19.70 0.00 0.00 851.6 0.0 414.96 0.00 414.96 1
A 38.02 6.66 17.76 7.44 0.00 0.19 2.631.00 1.00 0.59 22.114 0.00 0.00 955.0 0.0 451.48 0.00 451.48 1
3 28.38 6.40 20.18 8.01 0.00 0.18 2.68 1.00 1.00 0.59 24.87 0.00 0.00 1,205.8 0.0 495.79 0:00 495.79 1
2 17.69 6.40 28.59 9.11 0.00 0.18 2.651.00 1.00 0.59 33.94 0.00 0.00 1,744.2 0.0 669.64 0.00 669.64 1
1 6.00 6.40 31.81 9.61 0.00 0.77 2.691.00 1.00 0.59 37.43 0.00 0.00 2,360.5 0.0 749.78 0.00 749.78 1
10,391.1 0.0 4,703.13
LoadCase 60 deq 50.00 mph Wind at 60 deg From Face with No Ice
Allow Stress Inc: 1.333 .
Dead LF: 1.000
Wind LF: 1.000
Total Total Ice tce
Wind Flat Round Round Hf Linear Linear Total Struct Linear Total
Sect Height Area Area Area Sol Area Area Area Weight Weight Force Force Force Bf
Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) (Ib) Ice (Ib) (ib) . (Ib) (Ib) Face
15 9721 8.71 3.36 0.00 0.00 0.31 2.28 0.80 1.00 0.62 2.69 0.00 0.00 117.6 0.0 6121 0.00 62.21 2
14 93.92 8.63 5.73 0.00 0.00 0.23 2.51 0.80 1.00 0.60 4.58 0.00 0.00 201.6 0.0 115.34 0.00 115.34 2
13 90.48 8.54 3.68 0.00 0.00 0.29 2.32 0.80 1.00 0.61 2.94 0.00 0.00 138.3 0.0 67.73 0.00 67.73 2
12 87.37 8.45 5.18 2.05 0.00 0.31 2:26 0:80 1.00 0:62 5.42 0.00 0.00 224.9 0.0 120.59 0.00 120.59 1
11 83.27 8.34 6.00 3.05 0.00 0.31 2.26 0:80 1.00 0.62 6.69 0.00 0.00 262.0 0.0 146.91 0.00 146.91 1
10 78.71 8.20 6.77 3.43 0.00 0.28 2.35 0.80 1.00 0.61 7.51 0.00 0.00 294.8 0.0 168.82 0.00 168.83 1
9 73.62 8.05 7.53 3.79 0.00 0.25 2.44 0.80 1.000.60 8.30 0.00 0.00 363.6 0.0 189.56 0.00 189.56 1
8 67.98 7.87 8.04 4.23 0.00 0.22 2.52 0.80 1.00 0.60 8.95 0.00 0.00 485.2 0.0 206.44 0.00 206.44 1
7 61.67 7.65 9.49 4.73 0.00 0.21 2.55 0.80 1.00 0.59 10.40 0.00 0.00 555.6 0.0 236.58 0.00 236.58 1
6 54.65 7.39 13.00 5.24 0.00 0.22 2.54 0.80 1.00 0.59 13.51 0.00 0.00 630.4 0.0 294.75 0.00 294.75 1
5 46.81 7.07 15.82 6.55 0.00 0.21 2.56 0.80 1.00 0.59 16.54 0.00 0.00 851.6 0.0 . 348.33 0.00 348.33 7
4 38.02 6.66 17.76 7.44 0.00 0.19 2.63 0.80 1.00 0.59 18.58 0.00 0.00 955.0 0.0 379.05 0.00 379.05 1
3 28.38 6.40 20.18 8.01 0.00 0.18 2.68 0.80 1.00 0.59 20.83 0.00 0.00 1,205.8 0.0 415.34 0.00 415.34 1
2 17.69 6.40 28.59 9.11 0.00 0.18 2.65 0.80 1.00 0.59 28.22 0.00 0.00 1,744.2 0.0 556.82 0.00 556.82 1
1 6.00 6.40 31.81 9.61 0.00 0.17 2.69 0.80 1.00 0.59 31.07 0.00 0.00 2,360.5 0.0 622.36 0.00 622.36 1
10,391.1 0.0 3,930.81
Page 4
Copynght Semaan Engineering Solutions, Inc
Site Number: 89523 Y 611/2009 1:47:56 PM
Location: Auburn WA, WA
Code: TIA/ElA-222 Rev F X
Gh : 1.16 Section Forces
LoadCase 90 deq 50.00 mph Wind at 90 deg From Face with No Ice
Ailow Stress Inc: 1.333
Dead LF: 1.000
Wind LF: 1.000
Total Total Ice Ice
Wind Flat Round Round Eff Linear Linear Total Struct Linear Total
Sect Height Area Area Area Sol Area prea Area Weight Weight Force Force Force Hf
Seq (ft) qz (sqft) (sqft) "(sqft) Ratio Cf D( Dr itr (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) Face
15 97.21 8.71 3.36 0.00 0.00 0.31 2.28 0.85 1.00 0.62 2.86 0.00 0.00 117.6 0.0 66.10 0.00 66.10 2
14 93.92 8.63 5.73 0.00 0.00 0.23 2.51 0.85 1.00 0.60 4.87 0.00 0.00 201.6 0.0 122.54 0.00 122.54 2
13 90.48 8.54 3.68 0.00 0.00 0.29 2.32 0.85 1.00 0.61 3.12 0.00 0.06 138.3 0.0 71.96 0.00 71.96 2
12 87.37 8.45 5.18 2.05 0.00 0.31 2.25 0.85 1.00 0.62 5.67 0.00 0.00 224.9 0.0 126.35 0.00 126.35 1
11 83.27 8.34 6.00 3.05 0.00 0.31 2.26 0.85 1.00 0.62 6.99 0.00 0.00 262.0 0.0 153.50 0.00 153.50 1
10 78.71 8.20 6.77 3.43 0.00 0.28 2.35 0.85 1.00 0.81 7.85 0.00 0.00 294.8 0.0 176.43 0.00 176.43 1
9 73.62 8.05 7.53 3.79 0.00 0.25 2.44 0.85 1.00 0.60 8.68 0.00 0.00 363.6 0.0 198.15 0.00 198.15 1
8 67.98 7.87 8.04 4.23 0.00 0.22 2.52 0.85 1.00 0.60 9.36 0.00 0.00 485.2 0.0 215.71 0.00 215.71 1
7 67.67 7.65 9.49 4.73 0.00 0.21 2.55 0.85 1.00 0.59 10.88 0.00 0.00 555.6 0.0 247.38 0.00 247.38 1
6 54.65 7.39 13.00 5.24 0.00 0.22 2.54 0.85 1.00 0.59 14.16 0.00 0.00 630.4 0.0 308.93 0.00 308.93 1
5 46.81 7.07 15.82 6.55 0.00 0.21 2.56 0.85 1.00 0.59 17.33 0.00 0.00 851.6 0.0 364.99 0.00 364.99 1
4 38.02 6.66 17.76 7.44 0.00 0.19 2.63 0.85 1.00 0.59 19.47 0.00 0.00 955.0 0.0 397.16 0.00 397.16 1
3 28.38 6.40 20.18 8.01 0.00 0.18 2.68 0.85 1.00 0.59 21.84 0.00 0.00 1,205.8 0.0 435.45 0.00 435.45 1
2 17.69 6.40 28.59 9.11 0.00 0.18 2.65 0.85 1.00 0.59 29.65 0.00 0.00 1,744.2 0.0 585.02 0.00 585.02 1
1 6.00 6.40 31.81 9.61 0.00 0.17 2.69 0.85 1.00 0.59 32.66 0.00 0.00 2,360.5 0.0 654.21 0.00 654.21 1
10,391.7 0.0 4,123.89
Page 5
Copyright Semaan Engineering Solutions, inc
Site Number. 89523 Y 61112009 1:47:56 PM
Location: Auburn WA, WA
Code: TIAIBA-222 Rev F x 711 Tower Loadinq
Discrete Appurtenance Properties
Attach No Ice Ice Distance Vert
Elev Weight CaAa CaAa Weight CaAa CaAa From Face XAngle Ecc
(ft) Description Qty (Ib) (sf) Factor (ib) (sfl Factor (ft) (deg) (ft)
98.00 Side Arm with Pipe 1 75.00 1.500 1.00 120.00 2.000 1.00 0.000 0.00 14.000
98.00 Side Arm with Pipe 1 75.00 1.500 1.00 120.00 2.000 1.00 0.000 0.00 5.000
98.00 Heat Disperser 1 100.00 2.000 1.00 150.00 2.500 1.00 0.000 0.00 14.000
98.00 Heat Disperser 1 100.00 2.000 1.00 150.00 2.500 1.00 0.000 0.00 5.000
98.00 Jampro JMPC 2 2 760.00 7.560 1.00 220.00 8.850 1.00 0.000 0.00 7.500
91.00 Pipe Extension 1 200.00 15.000. 1.00 300:00 17.560 1.00 0.000 0.00 12.500
88.00 Clearcomm 85011900 6 5.50 0.520 0.67 8.80 0.680 0.67 0.000 0.00 0.000
88.00 Sector Frames 3 400.00 17.900 0.75 510.00 22.200 0.75 0.000 0.00 0.000
88.00 Antel BXA-185063/8CF 3 10.00 2.960 0.81 27.26 3.440 0.83 0.000 0.00 0.000
88.00 Mtel BXA-8006318CF 3 24.00 10.670 0.76 77.43 11.580 0.78 0.000 0.00 0.000
88.00 Antei BXA-70063/8CF 3 24.00 10.670 0.78 79.16 11.580 0.79 0.000 0.00 0.000
50.00 Gabriel P-9A48G+-U 1 51.00 7.460 1.00 102.00 21.790 1.00 0.000 0.00 0.000
Totals 26 2328.00 3516.35 Number of Appurtenances : 12 -
Linear Appurtenance Properties
Elev Elev
From To Width Weight Pat Spread On Bundling
(ft) (tt) Description Qty (in) (Ib/ft) In Wind Faces Arrangement
0.00 98.00 1 5/8" Coax 1 1.98 0.82 100.00 1 Separate
0.00 98.00 Climbing Ladder 1 2.00 6.90 100.00 2 Separate
0.00 88.00 7/8" Coax 12 1.09 0.33 50.00 1 Separate .
0.00 88.00 Wave Guide 1 2.00 5.00 100.00 1 Separate
0.00 50.00 7/8" Coax 1 1.09 0.33 100.00 1 Separate
Page 6
Copyrighi Semaan Engineering Solutions, !nc
Site Number: 89523 Y 611120091:47:56 PM
Location: Auburn WA, WA
Code: TIA/FJA-222 Rev F x 711
Force/Stress Summary
Sectionc 1 S Bot Elev (ft): 0.00 Height (ft): 12.000
Member Shear Bear
Force Len &acing °/a Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z FaJR (ksi) (kip) Boits Holes (kip) (kip) % Controfs
L6G PLA - SAW 10" x 0.5" -48.25 Normal No Ice 12.06 25 25 25 29.2 36.3 181.65 0 0 0.00 0.00 26 Member Z
HOR¢ SAE - 3X3X0.1875 -2.44 90 deg No Ice 9.500 100 100 100 191.3 5.4 5.93 1 1 7.85 830 41 Member Z
DIAG DAE- 2X2X0.25 -4.15 90 deg No Ice 15.95 50 100 25 193.6 5.3 9.89 2 2 15.71 23.20 41 Member Y
Force Fy Cap Num Num Shear Bear Use
Max Tension Member (KIp) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) % Controls
LBG PLA - SAW 10" x 0.5" 35.42 60 deg No Ice 50 199.98 0 0 0.00 0.00 17 Member
HOR¢ SAE- 3X3X0.1875 2.61 90 deg No Ice 36 28.55 1 1 7.85 8.70 33 Bolt Shear
DIAG DAE -ZX2X0.25 3.80 90 deg No fce 36 46.36 2 2 15.71 23.20 24 Boft Shear
Force Capacity Use Num
Max Splice Forces (kip) Load Case (kip) % Bolts 8olt Type
Top Tension 35.10 60 deg No Ice 0.00 0
Top Compression 47.85 Normal No Ice 0.00 0
Bot Tension 40:45 60 deg No Ice 180:36 22 4 1 1/2 A36
Bot Compression 54.64 Nortnai No Ice 0.00 0
Section: 2 S Bot Elev (ft): 12.00 Hefght (ft): 11.375
Member Shear Bear
Force Len &acing % Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z 14JR (ksi) (kip) Botts Noles (kip) (kip) % CoMrols
LEG PLA - SAW 10" x 0.5" -42.30 Normat No ice 11.43 25 25 25 27.7 36.6 182.87 0 0 0.00 0.00 23 Member Z
HOR¢ SAE - 2.5X2.5X0.1875 -2.18 90 deg No Ice 8.500 100 100 100 . 206.1 4.7 4.23 1 1 7.85 8.70 51 Member Z
DIAG DAE - 2X2X0.125 3.91 90 deg No Ice 14.83: 50 100 25 184.4 5,9 5.62 2 2 15.71 11.60 69 Member Y
Force Fy Cap Num Num Shear Bear Use
Max Tension Member iKIpJ Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) oa Controls
LEG PLA - SAW 10" x 0.5" 31.24 60 deg No Ice 50 199.98 0 0 0.00 0.00 15 Meirter
HOR¢ SAE - 2.5X2.5X0.1875 2.33 90 deg No Ice 36 23.10 1 1 7.85 8.70 29 Bolt Shear
DIAG DAE - 2X2X0.125 3.53 90 deg No Ice 36 23.76 2 2 15.71 11.60 30 Boft Bear
Force Capacity tjse Num
Max Splice Forces (kip) load Case (kip) Bolts Bolt Type
Top Tension 30.93 60 deg No Ice 0.00 0
Top Compression 41.92 Normal No fce 0.00 0
Bot Tension 35.10 60 deg No Ice 0.00 0
Bot Compression 47.85 Normal No Ice 0.00 0
Page 7
Copyright Semaan Engineering Solutions, Inc
Site Number: 89523 Y 611l2009 1:47:56 PM
Location: Auburn WA, WA
Code: TWEIA 222 Rev F X
ForcelStress Summarv
Section: 3 S Bot Elev (ft): 23.38 Height (ft); 10.000
Member Shear Bear
Force Len Bracing % Fa Cap Num Num Gap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z 14/R (ksi) (kip) Bolts Fbles (kip) (kip) % Controls
LEG PLA - SAW 10" x 0.5" -37.72 Normal No Ice 10.07 50 50 50 48.8 32.7 163.59 0 0 0.00 0.00 23 Member Z
HORIZ SAE- 2.5X2.5X0.1875 -1.94 Normal No Ice 7.500 100 100 100 181.8 6.0 5.43 1 1 7.85 8.70 35 Member Z
DIAG DAE- 2X2X0.125 -3.04 90 deg No Ice 13.13 50 100 25 163.4 7.5 7.16 2 2 15.71 11.60 42 Member Y
Force Fy Cap Num Num Shear Bear Use
Max Tension Member (Kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) .Cap (kip) Controis
LEG PLA - SAW 10" x 0.5" 28.08 60 deg No Ice 50 199.98 0 0 0.00 0.00 14 Member
HORIZ SAE - 2.5X2.5X0.1875 1.73 60 deg No Ice 36 23.10 1 1 7.85 8.70 22 Bolt Shear
DIAG DAE - 2X2X0.125 2.78 90 deg No Ice 36 23.76 2 2 15.71 11.60 23 Bolt Bear
Force Capacity Use Num
Max Splice Forces (kip) Load Case (kip) % Botts Boit Type
Top Tension 27.83 60 deg No Ice 0.00 0
Top Compression 37.45 Normal No Ice 0.00 0
Bot Tension 30.93 60 deg No Ice 0.00 0
Bot Compression 41.92 Normal No Ice 0.00 0
Section: 4 S Bot Elev (ft): 33.38 Height (ft): 9.292
Member Shear Bear
Force Len Bracing% Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z F4.JR (ksi) (kip) Bolts Holes (kip) (ktp) % Controls
LEG PLA - SAW 9" x 0.375 -32.40 Normal No Ice 9.33 50 50 50 50.5 32.4 109.22 0 0 0.00 0.00 29 Member Z
HORIZ SAE- 2.5X2.5X0.7875 -1.96 90 deg No lce 6192 100 100 100 164.6 7.3 6.62 1 1 7.85 8.70 29 Member Z
DIAG DAE- 2X2X0.725 -3.46 90 deg No Ice 11.94 50 100 25 148.6 9.0 8.66 2 2 15:71 11.60 39 MemberY
Force Fy Cap Num Num Shear Bear Use
Max Tension Member (KIp) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) % Controls
LEG PLA - SAW 9" x 0.375 24.00 60 deg No Ice 50 134.99 0 0 0:00 0.00 17 Member
HORIZ SAE - 2.5X2.5X0.1875 2.09 90 deg:.No Ice 36 23:70 1 1 7.85 8.70 26 Bolt Shear
DIAG DAE - 2X2X0.125 3.25 90 deg No Ice- 36 23.76 2 2 15.71 11.60 28 Bolt Bear
Force Capacity Use Num
Max Splice Forces (kip) Load Case (kip) Boits Bo1t Type
Top Tension 23.75 60 deg No Ice 0.00` 0
Top Compression 32.10 Normal No ice 0.00 0
Bot Tension 27.83 60 deg No ice 0.00 0
Bot Compression 37.45 Normal No Ice 0.00 0
Page 8
Copyright Semaan Engineering Solutions, Inc
Site Number: 89523 Y 6/1/20091:47:56 PM
Location: Auburn WA, WA
Code: TIAIOA-222 Rev F x
Force/Stress Summarv
Section: 5 S Bot Elev (ft): 42.67 Height (ft): 8.292
Member Shear Bear
Force Len Bracing % Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z Fa/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls
LEG PLA - SAW 9" x 0.375 -28.41 Normai No Ice 8.34 50 50 50 45.2 33.4 112.88 0 0 0.00 0.00 25 Member Z
NOR¢ SAE- 2.5X2.5X0.1875 -1.59 Normal No Ice 6.000 100 100 100 145.5 9.4 8.49 1 1 7.85 8.70 20 Bolt Shear
DIAG DAE- 2X2X0.125 -2.77 90 deg No Ice 10.72 50 100 25 133.4 11.2 10.74 2 2 15.71 11.60 25 MemberY
Force Fy Cap Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) ^/o Controls
L6G PLA - SAW 9" x 0.375 20.89 60 deg No Ice 50 134.99 0 0 0.00 0.00 15 Member
HOW? SAE- 2.5X2.5X0,1875 1.67 90 deg No Ice 36 23.10 1 1 7.85 8.70 21 BoR Shear
DIAG DAE - 2X2X0.125 2.58 90 deg No Ice 36 23.76 2 2 15.71 11.60 22 Bolt Bear
Force Capacity Use Num
Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type
Top Tension 20.67 60 deg No Ice 0.00 0
Top Compression 28.15 Normal No Ice 0.00 0
Bot Tension 23.75 60 deg No Ice 0.00 0
Bot Compression 32.10 Normal No Ice 0.00 0
Section: 6 S Bot Elev (ft): 50.96 Height (ft): 7.375
Member Shear Bear
Force Len Bracing % Fa Cap Num Num Cap Cap Use
Max Compresslon Member (kip) Load Case (ft) X Y Z Ia/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls
LEG PLA - SAW 8" x 0.25" -24.68 Normat No Ice 7.42 50 50 50 47.2 28:6 57.11 0 0 0.00 0.00 43 Member Z
HOWZ SAE - 2X2X0.1875 -1.48 90 deg No Ice 5.334 100 100 100 162.4 7.5 5.39 1 1 7.85 8.70 27 Member Z
DIAG DAE- 2X2X0:125 -2.56 90 deg No Ice 9.515 50 100 25 118.3 74.0 13.47 2 2 15.71 11.60 22 Bolt Bear
Force Fy , Cap Pum Num Shear Bear Use
Max Tension Member (KIp) Load Case (ksi). (kip) Bolts Holes Cap (kip) Cap (kip) % Controls
LEG PLA - SAW 8" x 0.25" 17.92 60 deg No Ice 50 79.99 0 0 0.00 0.00 22 Member
HORIZ SAE - 2X2X0.1875 1.53 90 deg No Ice 36 17.67 1 1 7.85 8.70 19 Bolt Shear
DIAG DAE - 2X2X0.125 2.43 90 deg No Ice 36 23.76 2 2 15.71 11.60 20 Bolt Bear
Force Capacity Use Num
Maz Splice Forces (kip) Load Case (kip) % Botts Bolt Type
Top Tension 17.77 60 deg.No Ice 0.00 0
Top Compression 24.45 Normal No Ice 0.00 0
Bot Tension 20.67 60 deg No Ice 0.00. 0
Bot Compression 28.15 Normai No Ice 0.00 0
Page 9
Copyright Semaan Engineering Solutions, Inc
Site Number: 89523 Y 611/2009 1•47•56 PM
Location: Auburn WA, WA
Code: TIAIEIA-222 Rev F x
Force/Stress Summarv
Section: 7 S Bot Elev (ft): 58.33 Height (ft): 6.667
Member Shear Bear
Force Len &acing % Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z i4./R (ksi) (kip) Bolts Holes (kip) (kip) % Controls
L6G PLA - SAW 8" x 0.25" -21.35 Normal No Ice 6.71 100 100 100 85.3 21.8 43.53 0 0 0.00 0.00 49 Member Z
HORIZ SAE - 2X2X0.25 -1.50 Normal No Ice 4.709 100 100 100 144.5 9.5 8.96 1 1 7.85 11.60 19 Bolt Shear
DIAG DAE-1.75X1.75X0.18 -2.39 90 deg No ice 8:545 100 100 50 191.0 5.5 6.77 2 Z 15.71 17.40 35 MemberX
Force Fy Cap Num Num Shear Bear Use
Max Tensfon Member (Kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) % Controls
LEG PLA - SAW 8" x 0.25" 15.11 60 deg No !ce 50 79.99 0 0 0.00 0.00 18 Mernber
HOR¢ SAE- 2X2X0.25 1.38 60 deg No Ice 36 23.18 1 1 7.85 11.60 17 Bolt Shear '
DIAG DAE-1.75X7.75X0.18 2.27 90 deg No Ice 36 29.84 2 2 15.71 17.40 14 Bolt Shear
Force Capacity Use Num
Max Splice Forces (kip) Load Case (kip) ^/o Boits Bolt Type
Top Tension 14.93 60 deg No tce 0.00 0
Top Compression 21.18 Normal No Ice 0.00 0
Bot Tension 17.71 60 deg No Ice 0.00 0
Bot Compression 24.45 Normal No Ice 0.00 0
Section: 8 S Bot Elev (ft): 65.00 Height (ft): 5.958
Member Shear Bear
Force Len Bracing % Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) I.oad Case (ft) X Y Z la/R (ksi) (kip) Bolts Holes (kip) (kip) Controls
LEG PLA - SAW 7" x 0.25" -16.83 Normal No Ice 5.96 100 100 100 83.7 23.9 41.80 0 0 0.00 0.00 40 Member Z
HOR¢ SAE- 2X2X0.25 -1.74 90 deg No Ice 4.500 100 100 100 138.1 10.4 9.81 1 1 7.85 11.60 22 Bolf Shear
DIAG DAE -1.75X1.75X0.18 -3.05 90 deg No Ice 7.595 100 100 50 169.7 6.9 8.57 2 2 15.71 17.40 35 Member X
Force Fy Cap Rum Num Shear Bear Use
Max Tension Member (KIp) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (Kip) % Controls
LEG PlA - SAW 7" x 0.25" 11.26 60 deg No Ice 50 69.99 0 0 0.00 0.00 16 Member
HORIZ SAE-ZXZX0.25 1.82 NormaFNo Ice 36 23.18 1 1 7.85 11.60 23 Boft Shear
DIAG DAE -1.75XQ.75X0.18 2.94 90 deg No Ice 36 29.84 = 2 2 15.71 17.40 18 Bott Shear
Max Spiice Forces Force Capacity ~e Num
(kip) - Load Case (kip) Bolts Bolt Type
Top Tension 17.15 60 deg No ice 0.00 0
Top Compression 16.71 Normal No Ice 0.00 0
Bot Tension 14.93 60 deg No Ice 0.00 0
Bot Compression 21.18 Normal No Ice 0.00 0
Page .10
Copyright Semaan Engineering Solutions, Inc
Site Number: 89523 Y 6/1/20091:47:56 PM
Location: Auburn WA, WA
Code: TIA/EIA-222 Rev F x
Force/Stress Summarv
Section: 9 S Bot Elev (ft): 70.96 Height (ft): 5.333
Member Shear Bear
Force Len Bracing % Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z Fa/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls
LEG PLA - SAW T" x 0.25" -13.93 Normal No Ice 5.36 100 100 100 75.3 26.0 45.46 0 0 0.00 0.00 30 Member Z
HORIZ SAE • 2X2X0.25 -1.39 90 deg No ice 4.000 100 100 100 122.8 13.2 12.39 1 1 7.85 11.60 17 Bolt Shear
DIAG SAE- 2X2X0.1875 -2.28 90 deg No Ice 6.984 100 100 100 272.7 4.4 3.15 1 1 7.85 8.70 72 Member Z
Force Fy Cap Num Num Shear Bear Use
Max Tension Member (Kip) Load Case (ksi) (kip) Boits Holes Cap (kip) Cap (kip) % Controls
LEG PLA - SAW 7" x 0.25" 8.62 60 deg No Ice 50 69.99 Q 0 0.00 0.00 12 Member
HORIZ SAE - 2X2X0.25 1.41 90 deg No ice 36 23.18 1 1 7.85 11.60 17 BoR Shear
DIAG SAE - 2X2X0.1875 2.19 90 deg No Ice 36 17.67 1 1 7.85 8.70 27 Boft Shear
Force Capacity Use Num
Max Sptice Forces (kip) L.oad Case (kip) "/o Bolts Bolt Type
Top Tension 8.41 60 deg No Ice 0.00 0
Top Compression 13.73 Normai No Ice 0.00 0
Bot Tension 11.15 60 deg No Ice 0.00 0
Bot Compression 16.71 Normal No Ice 0.00 0
Section: 10 S Bot Elev (ft): 76.29 Height (ft): 4.833
Member Shear Bear
Force Len Bracing % Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z iQ./R (ksi) (kip) Boits Fbles (kip) (kip) % Controts
L6G PLA - SAW 7" x 0.25" -10.93 Normal No ice 4.86 100 100 100 68.1 27.6 48.39 0 0 0.00 0.00 22 Member Z
HORIZ SAE- 2X2X0.125 •1.39 90 deg No Ice 3.584 100 100 100 114.0 14.8 7.12 1 1 7.85 5.80 24 Bolt Bear
DIAG SAE-2X2X0.1875 -2.31 90 deg'No Ice 6278 700 100 100 191.2 5.4 3.89 1 1 7.85 8.70 59 Member.Z
Force Fy Cap Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (kip) 8olts Holes Cap (kip) Cap (kip) Controls
LBG PLA - SAW 7" x 0.25" 5.80 60 deg No ice 50 69.9.9 0 0 0.00 0.00 8 Member
HOR¢ SAE - 2X2X0.125 1.44 90 deg No Ice 36 11.88 1 1 7.85 5.80 24 Bolt Bear
DIAG SAE - 2X2X0.1875 2.25 90 deg No ice 36 17.67 1 1 7.85 8.70 28 Bolt Shear
Force Capacity Use Num
Max 8plice Forces (kip) Load Case (kip) % Bolts Boit Type
Top Tension 5.61 60 deg No Ice 0.00 0
Top Compression 10.74 Normal No Ice 0.00 0
Bot Tension 8.41 60 deg No Ice 0.00 0
Bot Compression 13.73 Normal No Ice 0.00 0
Page 11
Copyright Semaan Ertgineering Solutions, Inc
Site Number: 89523 Y 6l112009 1:47:56 PM
Location: Auburn WA, WA
Code: TIA/BA-222 Rev F X
Force/Stress Summarv
Section: 11 S Bot Elev (ft): 81.12 Height (ft): 4.292
Member Shear Bear
Force Len Bracing % Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z FQ./R (ksi) (kip) Boits Holes (kip) (kip) % Controls
LEG PLA - SAW 7" x 0.25" -8.13 Normal No ice 4.32 100 100 100 60.6 29.3 51.31 0 0 0.00 0.00 15 Member Z
HORIZ SAE- 2X2X0.125 -1.37 90 deg No Ice 3.167 100 100 100 107.7 16.0 7.66 1 1 7.85 5.80 23 Bolt Bear 'DIAG SAE - 2X2X0.1875 -2.25 90 deg No Ice 5.596 100 100 100 170.5 6.9 4.90 1 1 7.85 8.70 45 Member Z
Force Fy Cap Num Num Shear Bear Use ~
Max Tension Member (Kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) % Controls
L6G PLA - SAW T" x 0.25" 3.07 60 deg No Ice 50 69.99 0 0 0.00 0.00 4 Member
HORIZ SAE- 2X2X0.125 1.40 90 deg No Ice 36 11.88 1 1 7,$5 5.80 24 Boft Bear
DIAG SAE - 2XZX0.1875 2.19 90 deg No Ice 36 17.67 1 1 7.85 8.70 27 Bott Shear
Force Capacity Use Num
Max Splice Forces (kip) Load Case (kip) % Bolts Solt Type
Top Tension 2.85 60 deg No Ice 0.00 0
Top Compression 7.92 Normal No Ice 0.00 0
Bot Tension 5.61 60 deg No ice 0.00 0
Bot Compression 10.74 Normal No Ice 0.00 0
Section: 12 S Bot Elev (ft): 85.42 Height (ft): 3.917
Member Shear Bear
Force Len Bracing % Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z!a./R (ksi) (kip) Bolts Holes (kip) (kip) % Controls
LEG PLA - SAW 7" x 0.25" -5.41 Normal No Ice 3.95 100 100 100 55.4 30A 53.23 0 0 0.00 0.00 10 Member Z
HOR¢ SAE- 2X2X0.125 , -1.60 90 deg No Ice 2.750 100 100 100 101.5 17.1 8.19 1 1 7.85 5.80 27 Bolt Bear
DIAG SAE - ZX2X0.1875 -2.49 90 deg No ice 5.043 100 100 100 153.6 8.4 6.03 1 1 7.85 8.70 41 Member Z
Force Fy Cap Num Num Shear Bear Use
Max Tension Member (KIp) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) % Controls
LEG PLA - SAW 7" x 0.25" 7.28 Normal No Ice 50 69.99 0 0 0.00 0.00 1 Member
HORQ SAE - 2X2X0.125 1.68 60 deg No Ice 36 11.88 1 1 7.85 5.80 29 Bolt Bear
DIAG SAE - 2X2X0.9875 2.44 90 deg No Ice 36 17.67 1 1 7.85 8.70 31 Boft Shear
Force Capacity Use Num
Max Splice Forces (kip) Load Case (kip)
Bolts . Bolt Type
Top Tension 1.18 Normal No Ice 0.00 0
Top Compression 5.24 Normal No Ice 0.00 0
Bot Tension 2.85 60 deg No Ice 0.00 0
Bot Compression 7.92 Normal No Ice 0.00 0
Page 12
Copyright Semaan Engineering Solutions, Inc
Site Number: 89523 Y 611120091•47:56 PM
Location: Auburn WA, WA
Code: TIAlE]A 222 Rev F X
Force/Stress Summarv
Section: 13 S Bot Elev (ft): 89.33 Height (ft):- 2.292
Member Shear Bear
Force Len Bracing % Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z!WR (ksi) (kip) Bolts Holes (kip) (kip) % Controls
LEG PLA - SAW T" x 0.25" -3.17 Normal No Ice 2.29 100 100 100 32.2 34.7 60.66 0 0 0.00 0.00 5 Member Z
HORR SAE- 2X2X0.125 -1.27 Normal No Ice 2.750 100 100 100 101.5 17.1 8.19 1 1 7.85 5.80 21 Bolt Bear
DIAG SAE - 2X2X0.1875 -1.32 Normal No Ice 3.580 100 100 100 114.5 14.7 10.54 7 1 7.85 8.70 16 Bolt Shear
Force Fy Cap Num Num Shear Bear Use
Max Tension Member (Kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) % Controls
LEG PLA - SAW 7" x 0.25" 0.96 Normal No Ice 50 69.99 0 0 0.00 0.00 1 Member
HOR¢ SAE- 2X2X0.125 0.80 60 deg No Ice 36 11.88 1 1 7.85 5.80 13 Bolt Bear
DIAG SAE- 2X2X0.1875 1.29 Normal No Ice 36 17.67 1 1 7.85 8.70 76 Boft Shear
Force Capacity Lise Num
Max Splice Forces (kip) Load Case (kip) % Bolts BoitType
Top Tension 0.96 Normal No Ice 0.00 0
Top Compression 3.17 Normal No Ice 0.00 0
Bot Tension 1.18 Normal No Ice 0.00 0
Bot Compression 5.24 Normai No Ice 0.00 0
Section: 14 S Bot Elev (ft): 91.63 Height (ft): 4.583
Member Shear Bear
Force Len &acing % Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z Fa/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls
LBG PLA - SAW 7" X 3/16" -2.58 Normai No Ice 4.58 100 100 100 64.2 22.9 30.01 0 0 0.00 0.00 8 Member Z
HORR 0.00 0.000 0 0 0 0.0 0.0 0.00 0 ~ 0 0.00 0.00 0
DIAG SAE - 2X2X0.1875 -0.65 90 deg No Ice 7.159 50 75 50 714.5 141 10.54 1 1 7.85 8.70 8 Bolt Shear
Force Fy Cap Pum Num Shear Bear Use
Max Tension Member (Kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) % Controls
LEG PLA - SAW 7" X 3/16" 0.80 Normal No ice 50 52.49 0 0 0.00 0.00 1 Member
HORIZ 0.00 0 0.00 0 0 0.00 0.00 0
DIAG SAE - 2X2X0.1875 0.92 60 deg No Ice 36 17.67 1 1 7.85 8.70 11 Bott Shear
Force Capacity Use Num
Max Splice Forces (kip) Load 6ase (kip) % Boits Bolt Type
Top Tension 0.55 60 deg No Ice 0.00 0
Top Compression 1.70 Normal Ice 0.00 0
Bot Tension 0.96 Normal No Ice 0.00 0
Bot Compression 3.17 Normal No Ice 0.00 0
Page 13
Copyright Semaan Engineering Solutions, Inc
Site Number: 89523 Y 6M120091:47:56 PM
Location: Auburn WA, WA
Code: TIA/BA-222 Rev F x
Force/Stress Summarv
Section: 15 S Bot Etev (ft): 96.21 Height (ft): 2.000
Member Shear Bear
Force Len Bracing % Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z FQJR (ksi) (kIp) Bolts Hotes (kip) (kip) Controls
LEG PLA - SAW 7" X 3J16" -0.39 Normal Ice 2.00 100 100 100 28.0 27.0 35.46 0 0 0.00 0.00 1 MemberZ
HORIZ SAE- 2X2X0.125 -1.16 Normal No Ice 2.750 100 100 100 101.5 17.1 8.19 1 1 7.85 5.80 19 Boit Bear
DIAG SAE- 2X2X0.1875 -1.13 Normal No Ice 3.400 100 100 100 111.8 15.2 10.90 1 1 7.85 8.70 14 Bolt Shear
Force Fy Cap Num Num Shear Bear Use .
Max Tension Member (Kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) oa Controls
LEG 0.00 0 0.00 0 0 0.00 0.00 0
HOR¢ SAE- 2X2X0.125 0.77 60 deg No ice 36 11.88 1 1 7.85 5.80 13 Bott Bear
DIAG SAE • 2X2X0.1875 1.09 Normal No Ice 36 17.67 1 1 7.85 8.70 13 Boft Shear ~
Force Capacity Use Num
Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type
Top Tension 0.00 0.00 0
Top Compression 0.40 90 deg Ice 0.00 0
Bot Tension 0.55 60 deg No Ice 0.00 0
Bot Compression 1.70 Normal Ice 0.00 0
Page 14
Site Name: Aubttrn.WA, WA
Site Number. `~89533 ,
Engineer: ' ZAM. ' w
Date: • 6/1J2009 ~
h
Desi¢n Base Loads (Unfactored) d l
Moment (M): k-ft Shear/Leg (V): 6;5 k
~ ;
Compression/Leg (P): k
Uplift/Leg (U): k
Tower Type (GT / SST):
Diameter of Caisson (d): ft
Length of Caisson (I): 21
t~ ft
Caisson Height Above Ground (h): •t ~ Y ft
~
Depth Below Ground Surface to Water Table (w): :ft
Unit Weight of Concrete: pcf
Unit Weight of Water: pcf
Tension Skin Friction/Compression Skin Friction:
Ailowable Compressive Bearing Pressure: psf
Capacity Increase {Due to Transient Loadsj:
Axial Capacities
Allowable Skin Friction/Depth
Depth (ft) Allowable Skin Resistance per
Top Bottom Friction (psfl Depth (k)
0.0
34.0
r
Volume of Concrete: 44.2 ft3
Weight of Concrete (Buoyancy Effect Considered): 6.6 k
Skin Friction Resistance: 45.4 k
Compressive Bearing Resistance: 39.3 k
Ailowable Uptift Capacity (UAjiow): 50.7 k
Allowable Compressive Capacity (PabW): 84.6 k U/ UAIIow: 0.78 ReSUIt: OK
P/ PaH,W: 0.64 Result: OK
laterai Capacitv
Laterai Bearing Pressure/Depth
Depth (ft) Ultimate Lateral increment yse'i Cohesion ~
Top Bottom Bearing Pressure (psfl (psf/ft) (pcf) (psf) (degree)
0.0 146.7
~ 2326.6 616.5
2466.2 616.5
3391.0 616.5
~ ,~r~rx~'~ • 5, xi.. , ~
4315.8 616.5
Total Lateral Resistance: 58.8 k
Inflection Point (Below Ground Surface): 6.3 ft
Design Overturning Moment At Inflection Point (Mp): 64.9 k-ft
Nominal Moment Capacity (MaOowj: 100.0 k-ft
MAIIoW / Mp: 1.54 Result: OK
: ACta€€sTICS
; ACOUSTtcS
ACOUS°E'6C'S . ` _ .
_ ~ . . - . ACOUSTICS;
scewa.t • ate alaoua
June 11, 2009
Ms. Tiffany Murray
Comerstone Engineering
16928 Woodinville Redmond Road NE
Suite 210
Woodinville, WA 98072
Re: Acoustical Report - Verizon TAC Lakeland
Site: 5811 Panorama Drive SE, Auburn, WA 98092
Dear Tiffany,
This report presents a noise survey performed in the immediate vicinity of the proposed
Verizon telecommunications facility at 5811 Panorama Drive SE in Auburn, Washington.
This noise survey extends from the proposed equipment to the nearest properties. The
purpose of this report is to document the existing conditions and the impacts of the acoustical
changes due to the proposed equipment. This report contains data on the existing and
predicted noise environments, impact criteria and an evaluation of the predicted sound levels
as they relate to the criteria.
Ambient Conditions
Existing ambient noise levels were measured on site with a Larson-Davis 820 sound level
meter on June 9th, 2009. Measurements were conducted as close to the proposed location
as possible and the property lines in accordance with the State of Washington code for
Maximum Environmental Noise Levels WAC 173-60-020. The average ambient noise level
was 47 dBA, due primarily to birds chirping. The weather during the measurements was
clear and the roads were dry.
Code Requirements
The site is located within the City of Auburn Zoning jurisdiction. The site is on R-1 Single
Family Residential property. All of the receiving properties are Residential.
The proposed new equipment includes equipment support cabinets and an emergency
generator. The equipment support cabinets are expected to run 24 hours a day. The
generator will run once a week during daytime hours for maintenance and testing purposes
only.
According to Auburn City Code Chapter 18.48.100.1, wireless communication facilities are
considered Class B, Commerciai, noise source pursuant to WAC 173-60. The surrounding
Residential properties are Class A receivers under WAC 173-60.
Under WAC 173-60, noise from equipment on a Class A EDNA praperty is limited as follows:
SSA Acoustics, LLP
222 Etruria Street, Ste 100
Seattle, Washington 98109
t.206.839.0819 f.206.839.0824
~
~~mber dPOPI
Verizon Wireless
TAC Lakeland
Class B EDNA Receiver: Noise is fimited to 57 dBA during daytime hours. During nighttime
hours, between the hours of 10 p.m. and 7 a.m., the maximum permissible sound level is
decreased by 10 decibels. Since the support cabinets are expected to operate 24 hours a
day, they must meet the 47 dBA nighttime limit.
Additionally, WAC 173-60-040 allows that during any one-hour period, the maximum
permissible noise level may be exceeded by 5 dBA for a 15 minute period: Therefore, #he
generator must not exceed 62 dBA when running during daytime hours for maintenance
testing. The generator is exempt during emergency operation.
Predicted Equipment Sound Levels
24-Hour Oaeration Eauipment
The proposed 24-hour equipment includes three Lucent Modcell 4.0 outdoor radio cabinets,
one Emerson EBRE battery cabinet, and one Emerson HPRE power cabinet. According to
manufacturer data, the Lucent Modcell 4.OB has a sound power level of 65 dBA which is
equivalent to a sound pressure level of 54 dBA at a distance of 5 feet. The Emerson EBRE
cabinet produces a saund pressure level of 58 dBA at a distance of 5 feet. The Emerson
HPRE cabinet produces a sound pressure level of 70 dBA at a distance of 5 feet. The total
sound pressure level from all six new and future cabinets will be 70 dBA at 5 feet.
To predict equipment noise levels at the receiving properties, this survey used the methods
established by ARI Standard 275-97. Application factors such as location, height, and
reflective surtaces are accounted for in predicting the sound level at the nearest receivers.
The proposed equipment is to be located in an 8'x18' fibrebond Verizon equipment shelter.
Based on the shelter drawings, we can estimate that it will provide at least 15 dBA of noise
reduction. The nearest receiving property is approximately 90 feet southeast af the
equipment location. The predicted sound level at the nearest property is shown in Table 1
below.
Table 1
Application Factors and Predicted Noise Levels
Pro osed New E ui ment
Line A.. . .
1 Combined Sound Pressure Level at 5 ft. dBA , L 1 70
2 Distance Factor (DF) -25
Inverse-S uare Law Free Field : DF = 201o d1/d2 90ft
3 Noise reduction from Shelter -15
4 New Equipment Sound Pressure Level at Receiver, Lpr 30
Add lines 1 - 3
As shown in Table 1, the combined sound pressure level from the proposed equipment
cabinets at the nearest receiving property is 30 dBA which meets the 47 dBA code limit. No
further noise mitigation will be necessary.
Page 2
Verizon Wireless
TAC Lakeland
HVAC Eauipment
The proposed equipment shelter is to be cooled by two Marvair AVP36 air-conditioning units
which each produce a 70 dBA at 5 feet. These units operate as a"lead/lag" system with only
one unit operating at a time.
The HVAC units are to be located on the north and south ends of the proposed shelter. The
nearest receiving property line is approximately 90 feet southeast of the generator location.
The predicted sound level at the north property is shown in Table 2 below.
Table 2
Application Facfors and Predicted Noise Levels
for the Pro osed HVAC E ui ment
Line A.. . .
1 Combined Sound Pressure Level at 23 ft. dBA , L 1 70 ;
2 Distance Factor (DF) _25
Inverse-S uare Law Free Field : DF = 201o d1/d2 90ft
3 New Equipment Sound Pressure Level at Receiver, Lpr 45
Add lines 1 - 3
As shown in Table 3, the sound pressure level from the proposed HVAC equipment will be
45 dBA at the nearest property line, which complies with the 47 dBA noise code. No further
noise mitigation will be necessary.
Emeraencv Epuipment
The proposed emergency backup equipment is a 50kW Diesel Generator. According to
manufacturer specifications, this generator produces a sound pressure level of 65 dBA at a
distance of 23 feet.
The generator is to be located on the proposed concrete pad within the Verizon equipment
compound, but not in the she{ter. The nearest property line is approximately 90 feet
southeast of the generator location. The predicted sound level at the nearest receiving
property is shown in Table 3 below.
Table 3
Application Factors and Predicted Noise Leve/s
for the Pro osed Generator
Line A.. . .
1 Combined Sound Pressure Level at 23 ft. dBA , L 1 65
2 Distance Factor (DF) -12
Inverse-S uare Law Free Field : DF = 201o d1/d2 90ft
3 New Equipment Sound Pressure Level at Receiver, Lpr 53
Add lines 1 - 2
As shown in Table 3, the sound pressure level from the proposed emergency generator wilf
be 53 dBA at the nearest receiving property line, which complies with the 62 dBA 15-minute
noise limit. No further noise mitigation will be necessary.
Page 3
Verizon Wireless
TAC Lakeland
Please contact us if you have any questions or require further information.
Sincerely,
SSA Acoustics, LLP Reviewed y,
J
Joei sselstrom 4~an Burt
Senior Technician Acoustical Consultant
Page 4
rage i oi
Stuart Wagner
From: Sarah Telschow [stelschow~@realcomassoc.com]
Sent: Friday, July 17, 2009 3:22 PM
To: Stuart Wagner
Subject: Verizon Wireless - TAC Lakeland (Permit No. SEP09-0020 and MIS09-0008
Attachments: 06-11-09 Acoustical Report.pdf
July 17, 2009
Stuarl:
Please accept die following responses to City of Auburn Correction Letter dated July 13, 2009 regau-ding
die Verizon Wii-eless - TAC Lakeland project (Permit No. SEP09-4020 and MIS09-000$).
Utility Comments
1. Tlie proposed emergency back up diesel generator will utilize aIl standard fuel containment
measures sucli as engine fluid containment, alarms on all generator liquids, and double wall fuel
tanks. Tlie proposed generator is in compliance widi all applicaUle fire regulations.
Tlie statement in die SEPA Cliecklist is based on die best of iny knowledge. Therefore, based on my
knowledge, "No such liazards liave been identified widi other similar installations."
2. As expressed in die provided Acousrical Report dated June 11, 2009, die proPosed installation will
meet all applicable noise regulations widiout any required aUatement. A copy of die rePort has
been included in t2iis correspondence.
3. I was not aware of die property Ueing cla.ssified as a Ground Water Protection Zone 3. According
to Auburn City Code (ACC) Secrion 16.10.100(D):
I4'ambcr of ~
8/25/2009
rage 014
Ground Water Protection Areas. Requests to establish the Colloiaing laiid uses and activities applied for on or aiter tlie ellective
dale of die ordiiiance codified iii Qiis cliapter sliall be proliibited iii growid water protection zoiies 1, 2, aiid 3:
1. Class V uijectioii wells diat iiiject iiidustrial, muiiicipal, or commercial waste fluids (as defiiied 'ui WAC 173-215-030);
2. Suriace impouudme►its for trealiiig, stoiing aiid disposuig of dangerous waste (as defined 'ui WAC 173-303-040 aud I73-
304-100);
3. Waste piles for treatuig or storuig solid waste (as detuied in WAC 173-303-040, 173-303-660 aiid 173-304420);
4. Hazardous waste treatmeut, stoi-age, and disposal (as defuied 'ui WAC 173-303-040);
.
5. All types of solid waste laiidlills (as defined 'ui WAC 173-304-100);
6. On-site sewage systems (as detined 'ui WAC 246-272-01001) except as related to R-R, rural resideiitial zoiied properties;
7. Recycliiig facilities tliat accept, store, or use hazardous materials;
8. Uiiderground storage of liazardous materials exclud'uig die uuderground storage of pelroleum and otlier regulated
substatices as regulated Uy Cl►apter 173-360 WAC;
9. Use, storage, treatmeut, or production of perclilorediylene (PCEI), odier diaii ui closed-loop systems tliat do uot nivolve
auy discharge of PCE;
10. Petroleum refituug, reprocessing, aizd storage;
11. Petroleum-product pipeluies not associated witli underground storage of petroleum aud odier regulated substances as
regulated by Chapter 173-360 WAC; aiid
12. Storage or distributiou of gasoluie treated widi dte additive metEryl tertiary butyl edier (MTBE).
Verizon Wireless's proposed telecommunication facility is not prolubited to be located witiun diis
sensitive area.
According to Auburn City Code (ACC) Section 16.10.120(E):
Grouud Water Protection Areas. A mitigation plan is required of atl development except an uidividual single-family or two-
family (duplex) dwelling unit. Tlie mitigation plaus shall iciclude tiie followuig minimum measures and 'uicorporate die
appropriate respoiises.
1. Ground Water Protectiou Zones 1, 2 aud 3.
8/2'S/2009 "
ra~C J ui
a. Indicate liow hazardous materials stiall be stored atid used such dia[ any unaudiorized release or discliarge of the
hazardous materials is prevented.
b. Specily tliat pesticides, lierbicides, and fertilizers sltall be applied iii strict coiiformaiice witli manufactut•er's 'vistructioiis
aiid Uy persoiis licensed to perform sucii applicatioiis, if applicaUle.
c. Documeiit liazardous materials maiiagement procedures, uiclud'uig, .but not limited lo, operatioiis plaiis, drawiiigs aud
as-built diagians, emergency response aiid spill cleaimp plaiis, and empIoyee trauiing documentation. This uiformation can be
provided 'ui the lorm of copies of permits or odier documeiita[ioii required by otlxer audiorities.
d. Indicace that aiiy Fill material sliall be documeuted to be li-ee of coiitamiuauts diat exceed Metliod A aud Metliod B soil
cleaiiup staiidards specified in Cliapter 173-340 WAC prior to placeineut oii the growid, if applicable.
e. Specify diat any coutamuiaiit release reported to the Washington State Departinent of Ecology (Ecology) per Chapter
173-340 WAC sliall also be reported to die city of Aubuni public works deparnnent concurrent widi notification of Ecology.
f. Iiiclude a provision dhat die mitigation plaii will be kept up-to-date. LTpdates shall occur whenever tliere is a change in
use or busiiiess occupaiicy or wlieii ttiere are sigiiiiicaut.cliatiges ui facility operatiotis or liazardous materials mai►agemetit. A
copy of the plaii is to be available for review by city uispectors at the busuiess or Uusuiesses witliiii the developmeiit. Tlie plaii
should cover die facility site ui general as well as have a sectiou(s) specific to auy teuauts widiui the developmeut.
Verizon Wireless's proposed telecommunication facility will Iiave the appropriate plan regarding the
storage and fueling for die diesel emer-gency generator.
Traffic Comments
1. No new driveways and/or site access roads are proposed for diis projecL
Planning Comments
1. Tlie existing area diat the new equipment will be located is already a graveled area. Typically, bravel
is considered an impervious surface. Tlierefore, Verizon Wireless will not be crealing any new
impervious surfaces.
2. All future documentation will reflect die R-5 zoning.
3. All future documentation will refleet the Single Family Residential comprehensive plan designation.
4. As noted in detail in die attached Project Description, five feet (5) of type I landscaping has Ueen
proposed for dus site. Please see Slieet L-1 and 1,2 for more detailed infonnation. No new fence
has been proposed for dus site. The proposed equipment will be located widun the existing
fencing. Verizon Wireless would be willing to install slats into dle existing fence.
8/25/2009
r a~c ~r vi +
Additionally, please ensure t1iaC fulure correspondence regarding tliis site is senl direcily to me aC tlie
following address:
Sarali Telschow
RealCom Associates, LLC
14432 SE Eastgate V4'ay, Suite 260
Bellewe, Washington 98007
If you liave any questions anci/or concerns about tlie enclosed materials, please feel free to contact me at
work (425)274-4444, Uy cellular (206) 979-6268, or via e-mail stelscliow@realcomassoc.com.
Tliank you.
Saiali Telschow, Planner
RealCom Associates, LLC
14132 SE Eastgate Way, Suile 260
Belle«ie, Washington 98007
Otlice - (425) 2744444 ext. 114
Cell - (206) 979-6268
Fax -1425) 274_4449
stelscho-vv@realcomassoc.com
8/25/2009 '
-;,~7a3+~-dx,.,.;~r._ _....:s..w.a~r.sx=.w.-.-~ r.:.a;~:~~s.~«..r...~,~~szm',~x.Ge:e"~i~..'".a.a±.:iaca,....F.--rm>.~.~:~w.~'a•.'.~n.~x~.,~;.~ ,.,.z, .-:~:.£.«~SS~;cEciav~.z«~.x~x~,.u~u's~~.~.v~.~;~.....x..r~-=~iawr;.t..:.~::;,::
CEl'Y OF ~ ; Pefier B. LeWris, Mayor
WASH.1 NGTON 25 West Main Street ~k Auburrt 1NA 98001-4498 ~ ww4v.rxubumwo.gpv * 253-931-3000
~
~
~
~ July 13, 2009
~ Ms. Sarah Telschow
Agent for ReaiCom Associa#es
£ dba Verizon 1Nireless
15940 SE Eastgate Way MIS. 231 '
~ Believue, WA 98008
~ Fte: SEP09-0020, MIS09-0008 = Verizon Ultire4ess - TAC Lakeland (5811-Panorama: Dr. SEj
~ Incomplete Application. arid'RebieW Ctimments
= Dear Ms. Telschow:
i<
j Thank yau for, your recent applica#4an~. This is to advise you that the apptications for the
~ Speciai,;Exceptlon and tfie relatert erivironmentai checkiist application, wrhich were s~ed on
June 23, 2069, have b~en reuiewed by the various City Departments. Based on fhis reuiew, fhe
City has determ'ined #haf your appiications do:not meet the proceduraLsubmission
requirements, a.r.e irisufficieht foP continueci proeessing, and are ~onsidered "'in~compietea' as, of ;
the. date -oU#his Istter;
The City has reviewed the environmental:ohecktist application that was subrnitte~f-for fhea bove-
~ referenced prnject arid has determined cannot be used to :adequatEl~+ evaluate impacfs
associate.d witFi "tFie propasal,
Utiiities .Comm~nts `
- 1. The.:Applicant.states rn Checkirst ltem B.7.a that no. hazards have been nttfed with o#her `
similar ins#ailatioris. The ihsta(latian of an emergency diesel gensratnr:pcises a0Atertfial et~vironmental health haza~d stioald,a`fuef spiif occur and shpuld: ba addre.sseci.
2: Th`e Applitant states in Checklist, Item: B7'.b42 th.at.tl~ere Wi11 be ho r~ew signifcant l
ioise
` associated with opetation of the projoct. Tt~~ aperatiOn and main#~nance of ad~esel
~~enerator v+rouldlikely ii~vol~re ~ignificant noise ie.vols at,vartous times and me~s~r~s:tc3
~ red.uee Ot ccs.nfrol hoise>shoul.d bO addresssd.
3. The:App)'ic.arit s#ates in Check(ist ltemi b.7.f fhat #hey are.not aware af'#hfs prQper#y beft
classified as "environinentalty 'sensifiye". Th~ Appiica ,n~'s 'parqEl~is locates~ ~vithin the:e~'i~~af
~ ' area Knowrl as Graund 1lllater Protectiion Zc~ne 3. Sased an m
Aubu Citj+ Cocie 'I S.9 0.:1 04(D) . ,
&16,..y 0.12D,(E)there will be. (a,nd use 1imi#a#i,ons a'nd dev~elopment mitig°~tion rer►#s ;
#or #hose d,evebping in Grounti; V1/atet Pr.oteetian Zone 3.
Please contact Dan Repp, U#ilitreS Engin~er, City af Aubum Public Ws~rks at {253) 804-5.~62
: with any questic~ns fha# you ha~ related to these
~omrnet~ts.
~
~
~
Atw
Sarah Teischaw
~ Jufy 13, 2009
Page 2
~
. _
Traffic Comments
~ 1, Far informational purposes a special permit wi{I be required at time af the construction of
any new site driveway.
Please contact Joe Welsh, Transportation. Planner, City of Auburn Public Works at (253)
804-5050 with any questions that you have related ta these comrnents.
~ Planning Camments`
~ 1_ The Applicant sfates in Checklist Item B.1,g (Earth), that the, pt'oposat will not create any
~ new impervious surfaces. However the plans submitted show a new equipment shelter with
an adjacent concrete sfoap. Ttie plans a(sa show a concfete slab that will be used to hold !
an emergency back ap generator, Please describe the improveme.nts and their associated '
` caverage areas.
2. For infQrmafianal purpo5es, the current zoning classificafion of the site is R-5 (Residentiaf 5
un'►#stacce), not R-1. The, change was made to the zaning code on June 15, 2009.
3: For informational purposes, the tomprehens[ve plan designation of the site is Single Family !
- Residentiai; not Specia[ Rlan Area, This. wil( be addressed <in staff's eva(uatian of the
checklisf;
4_' Under Checklist ltem B.10.c (Aesthetics) pl.ease describe the landscap"ng and physiical
` conditions that curcentfy exists at the site; to #hO effect that #he carrent #enced~in ar~:as
: cannot be scenefrom ihje~ public.;nght=of~way. Auburh City~: Gode requires that a 1:O0 si~ht
abscurim fience. be placed around the equipment ahelter. Relief from this fencing '
requirement has been given when suffiaierit lan~ls~apxng isy41ry present.
}'lease provide ~U of thd.above:requested.items as a single sul~mittal, which properly refei~nc4.s;.
your applicatiotas. Upon r.eceipt, the; CI#y will reVelnr #he-4nfo~106within 14 days<to deterrnino
whetherthe submatt~i:i;s now:c.ample.te;
f~`fhe "nformation is compf6te; the City, virill make a r~ecisio~i ot~ #he.applications within 1,20 days !
of:fhas d~term~rra~i+~n ~f ~qmple#enoss ia grc~ardanr,~ with state:'!aw (t~C.W:36.708.090). ~Wit
14at '("2 0 -day period, the Catyr;~s-a{lawed tO request additio.r~al infprmatii~n or st~adi~~,; which; may <
~s ;required to asSe~s the fuN ~ffect of th~ p~ropQSal buran~ o~e ,periads when. the.
informafianIstudies are being -compiled fofi th
orQity , the 120-0ay "claok° wifl be stopped and imll
resume a~ter the inforrinatbcinlstudie"s a1=~; provhded to tkie. appropri4't~ reviewer.
!f you fiave-any qu+~sticins regarding fh~ City's: process ar youspeCific applieatiorr .rt;
please.cantaat me at 253-80 ,4-5031.
Sincerely;
er
F'tanner
~ Rlann"ngBuilding & Cornmur~ity
~ SW/r
, coRRos,za~s
~
~
~
~
CITY OF ' 4~
AtfBURN Peter B. Lewis, Mayc
.
WASHINGTON 25 West Main Street * Auburn WA 98001-4998 * www.aubumwa.gov * 253-931-30t
NOTICE OF APPLICATION
This notice is to inform you that the City of Auburn has received the fofiowing application that may be
of interest to you. The application may be reviewed at tFie City of Auburn Department of Planning,
Building and Community, 25 West Main Street, Auburn, WA.
Nature of Project or Request: Verizon Wiretess - TAC Lakeland: A Special Exception, pursuant
to Auburn City Code (ACC) Section 18.70.020.A.3, for the site preparation and construction of nine
(9) panel antennas to an existing tegal non-conforming tower in order to accommodate a new
telecommunication provider. Additional improvements include an equipment shelter and a back-up
emergency diesel generator within the existing fenced lease area.
Location: 5811 Panorama Drive SE (central portion of property). Parcel Number 0520062013. The
site is within the Northwest quarter Section 6, Township 20, Range 05, W.M.
Date of Notice of Application: August 7, 2009
Permit Application Date: June 23, 2009
Date of Notice of Completeness: July 21, 2009
Fite No: MIS09-0008 - Special Exception application
SEP09-0020 - Environmental checklist application
Applicant: Sarah Telschow, dba RealCom Associates, LLC
In addition to the Special Exception application, the applicant has also filed an environmental
checklist application (SEPA File No. SEP09-0020). Based on the City's review of the environmental
checklist and other information on fife, the City expects to issue a Determination of Non-significance
(DNS) for the proposal in accordance with WAC 197-11-340.
Other Permits Required: Buitding Permit
Additional Studies Provided with the Application:
Non-lonizing Electromagnetic Exposure Analysis and Engineering Certification, B.J. Thomas, P.E.,
June 8, 2009
Structural Analysis Report - Verizon TAC Lakeland - American Tower Engineering Services, June
1, 2009
Acoustical Report - Verizon TAC Lakeland - Comerstone Engineering, June 11, 2009
Public Comment Period: You are invited to comment, request a copy of the decision, when
available, and be made aware of any appeal rights. Comments must be received in writing by the li
Auburn Department of Planning, Building & Community at 25 West Main, Auburn, WA 98001-4998. !i
Any comments must be submitted by 5:00 p.m. on August 24, 2009.
Public Hearings: A public hearing by the Hearing Examiner is required for fhe project. The date of
~
AUBURN 'k MORE THAN YOU IMAGINEL
the public hearing is not currently known. You may request to receive notice of the public
hearing.
Statement of Consistency and List of Applicable Development Regulations: This proposal is
subject to and shall be consistent with the Auburn City Code, Auburn Comprehensive Plan, (Public
Works) Design Standards, International Building Code and Fire Code.
If you have further comments or questions related to this application, you may call Stuart Wagner,
Planner, Department of Planning, Building & Community at 253-931-3090. If you call or write, please
reference SEPA File No. SEP09-0020 or MIS09-0008
Vicinity Map
t~ pN
r
- `t <<s'
l _ n
Y ~
~
' .
i 1 A
n ~ ~`tis
fi I!
CIT
A Y OF * * I
' I
b-4BURN Peter B. Lewis, Mayo
*
WAS H I NGTON 25 West Main Street * Auburn WA 98001-4998 * www.auburnwa.gov * 253-931-300
NOTICE OF PUBLIC HEARING
PUBLIC HEARING: SEPTEMBER 9, 2009 at 1:00 pm
COUNCIL CHAMBERS, AUBURN CITY HALL
APPLICATION REQUESTED: Special Exception
APPLICATION NUMBER & NAME: MIS09-0008 / Verizon Wireless - TAC Lakeland
APPLICANT: Sarah Telschow, dba RealCom Associates, LLC
14432 SE Eastgate Way, Suite 260
Bellevue, WA 98007
PROPERTY LOCATION: 5811 Panorama Drive SE (central portion of property).
LEGAL DESCRIPTION: The site is within the NW of Section 6, Township 20, Range 05,
W.M. Pierce County, Washington
ASSESSOR'S PARCEL NUMBER: 0520062013
DESCRIPTION OF PROPOSAL: A Special Exception, pursuant to Auburn City Code (ACC) Section
18.70.020.A.3, for the site preparation and installation of nine (9) panel antennas to an existing legal
non-conforming tower in order to accommodate a new wireless communications provider. Additional
improvements include an equipment shelter and a back-up emergency diesel generator within the
existing fenced lease area. Other applications are SEP09-0020, environmental checklist.
AUBURN PB&C CONTACT: APPLICATION FILED: June 23, 2009
Stuart Wagner COMPLETE APPLICATION: July 21, 2009
swagner@auburnwa.gov NOTICE OF APPLICATION: August 7, 2009
253-931-3020 STUDIES SUBMITTED WITH APPLICATON:
Non-lonizing Electromagnetic Exposure Analysis and Engineering Certification, B.J. Thomas, P.E., June 8, 2009.
Structural Analysis Report - Verizon TAC Lakeland - American Tower Engineering Services, June 1, 2009.
Acoustical Report - Verizon TAC Lakeland - Cornerstone Engineering, June 11, 2009
OTHER PERMITS AND PLANS WHICH MAY BE REQUIRED: Building Permit
STATEMENT OF CONSISTENCY AND LIST OF APPLICABLE DEVELOPMENT REGULATIONS:
This project is subject to and shall be consistent with the City of Auburn Zoning Code, Surface and
Stormwater Management Ordinance, International Building Code and International Fire Code.
All persons may comment on this application either in writing to the address below or by submitting
written or oral testimony during the public hearing. Any person wishing to become a party of record and
receive future notices, copies of the Planning, Building & Community report with recommendation
(one week prior to hearing), Hearing Examiner decision or any appeal decision must notify PB&C by
providing their name, mailing address and reference the application number - MIS09-0008
AUBURN * MORE THAN YOU IMAGINED
ATYCI OF •
WASHINGTON
~OTICE BOARD POSTING INSTRUCTIONS
S~ p~je[;ZC~
APPLlCATION NO.: NI (~S 'njf~d6 ~ T.R. RECEIPT:
Fee Entered In CRW (date):
PURCHASE PRICE: Type of Notice Boards X Number of Notice Boards = Oo
TRACKING:
Staff informed applicant/contact the sign board(s) will be ready for pick up on (date):
With a Posting Date on or before (date): ~7 Staff initials u'
Contact Name: Phone:
P rsuant to Auburn City Code 1.27.030, the following public notice sign boards(s) are required:
pe I(2'7C4') OType If (4'X4') (Note: total number of signs 1 2 3)(circle)
The above referenced project requires public notification for the following processes:
otice of A lication ❑ Notice of Public Hearina 0 Reconsideration Period
Environmental Determination . ❑ Appeal Period
❑ Other The sign must remain posted for the duration of:
0 10 days ❑ 14 days 0~ days 0 21 days 0 Other
❑ Final ProjecbPermit Decision
*Note: If multiple boxes are checked, the comment periods do not run concurrently. Do not remove the
sign(s) until all public notification periods are exhausted. Siqn(s) must be maintained until conclusion of
all processes.
Staff modified posting (date): , for the reason of:
t , received the number of signs indicated above. 1 understand that the
signs must be posted in accordance with Auburn City Code (ACC) 1.27. I understand the
applicant/owner responsibilities _outlined in section 1.27.040 and the penalties outlined .in section
ACC1:27.070, attached. Failure to post in accordance with instruction and code may delay the continued
processing is appli
Signature Date
Planning, Building & Community
25 West Main Street, Auburn, WA 98001
(253) 931-3090 ~
www.auburnwa.gov
~
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CITY OF
Y , WASHING -'~I`~FD BY
pERMiT CE4dTER
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AFFiDAVI
T OF POSTING OF LEGAL NOTICE
BY APPLICANT
Application No.: SEP09-0020 - Verizon Wireless - TAC Lakeland
Applicant: Sarah Telschow, dba RealCom Associates, LLC
Location: 5811 Panorama Drive SE Aubum, WA. Parce! Number 0520062013.
1 eertify that on U 1 did erect a land use posting
board at the location abov , which included a Notice of Application for the above
referenced application.
1 declare under penalty of perjury of the laws of the State of Washington that the
foregoing is true and correct.
Name (please rint or type) Date
~ ~
Signature
`
GAStuartISEPA 091SEP09_0020\"AFFIDAVIT OF POSTING OF LEGAL NOTICE BY APPLICAN1.doc
e Se attte Time's
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seattletimes.com C~;,:-; ypp~ 0,9
PO Box 70, Seattie, WA 98111
AUBURN CITY OF-FINANCE DEPT
ATfN CITY CLERK
25 WEST MAIN
AUBURN, WA 98001
Re: Advertiser Account #30785204
Ad 782503400
Affidavit of Publication
4031620 / 3
STATE OF WASHINGTON
Counties of King and Snohomish
The undersigned, on oath states that he/she is an authorized representative of The Seattle Times Company,
publisher of The Seattle Times of general circulation published daily in King and Snohomish Counties, S#ate of
Washington. The Seattle Times has been approved as a legal newspaper by orders of the Superior Court of
King and Snohomish Counties.
The notice, in the exact form annexed, was published in the regular and entire issue of said paper or papers and
distributed to its subscribers during all of the said period.
~ The Seattle Times 08/07/09
~
Agent Debbj,e C'~olla.ntes Signature 44.44~'
a````e~\\~\\\\\\1111i1111
and worn to before me o -
(D E)
OTARIT NI ~ URE) ary lic in and for the State of Washington, residing at Seattle
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seattietimes.com
Re Advertiser Account #30785204 Ad # 782503400
Ad TEXT'NOTICE OF APPLICATION
~ Buiiding Permit
PROJECT: Verizon Wireless - STATEMENT OF CONSIS '
TAC Lakeland TENCY & LIST OF APPUCA
APPLICATION NO: MIS09- BLE DEVELOPMENT REGU
OOQB - Speciai Exception appli LATtONS: Tbis proposal is sub I
cation; SEP09-0020 - Environ ject to and shatl be consistent i
mentai checklist application with the Aubum City Code, Au '
APPLICANT: Sarah Te(schow, burn Comprehensive Plan, ~
dba RealCom Associates, LLC (Pubiic Works) Design Stan
PROPERTY LOCATION: 5811 dards, International Building
Panorama Drive SE (central Code and Fire Code.
portion of property). Parcei PUBLIC COMMENT PERIOD:
Number 0520062013. The site is You are Fnvited to comment, re
within the Northwest quarter quest a copy of the decislon,
Section 6, Township 20, Range when available, and be made
05, W.M. aware ot any appeal rights.
DESCRIPTION OF PROPOSAL: Comments must be received in
A Special Exception, pursuant writing by the Auburn Depart
to ment of Pianning and Commu
Auburn City Code (ACC) niry Development at 25 West
Secuan Main, Aubum, WA 98001-4998.
18.70.020.A.3, tor the site Contact: Stuart Wagner, (253)
prepara 8045031. Any comments must
tion and construction of nine (9) be submitted by 5:00 p.m. on
August 24, 2009. Reference
panel antennas to an existing le SEPA Rie No. SEP09-0420
gal non-conforming tower in or PUBUC HEARINGS: A public
der to accommodate a new tele hearing by the Hearing Exam
communication provider. Addf iner is requlred for the project
tional improvements include an The date of the public hearing is
equipment shefter and a back-
uP not currentiy known. You may
emergency diesel generator request to recetve notFce of the
with pubiic hearing.
in the existing fenced lease
area.
APPLICATION FlLED:
June 23, 2009
COMPLETE APPLICATION:
July 21, 2009
NOTICE OF APPUCATION
DATE: August 7, 2009
STUDIES SUBMITTED WITH
APPLICATON: Non-lonizfng
Electromagnetic Exposure
Analysis and Engtneering Cer
tification, B.J. Thomas, P.E.,
June 8, 2009; Structural Analy
sis Report - Verizon TAC Lake
land - American Tower Engi
neering Services, June 1, 2009;
Acousticai Report - Yerizon
TAC Lakeland - Comerstone
Engineering, June 11, 2009
OTHER PERMITS & PLANS
WHICH MAY BE REQUIRED:
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WASHINGTON 25 West Main Street * Aubum WA 98001-4998 * www.aubumwa.gov * 253-931-300
DETERMINATION OF NON-SIGNIFICANCE (DNS)
SEP09-0020 '
DESCRIPTION OF PROPOSAL: Verizon Wireless - TAC Lakeland: Site preparation and
installation of nine (9) panel antennas to an existing legal non-conforming tower in order to
accommodate a new wirefess communication provider. Additional improvements include an
equipment shelter and a back-up emergency diesel generator within the existing fenced lease
area
PROPONENT: Sarah Telschow, dba ReafCom Associates, LLC
LOCATION: 5811 Panorama Drive SE (central portion of property). Parcel Number 0520062013.
The site is within #he Northwest quarter, Section 6, Township 20, Range 05
LEAD AGENCY: Citv of Auburn
The lead agency for this proposal has determined that it does not have a probable significant
adverse impact on the environment. An environmental impact statement (EIS) is not required
under RCW 43.21 C.030(2)(c). This decision was made after review of a completed
environmentaf checklist and other information on file with the lead agency. This information is
available to the public on request.
There is no comment period for this DNS.
RESPONSIBLE OFFICJAL: Cindy Baker, A.I.C.P.
POSITION/TITLE: Director of the Department of
. Planning & Community Development
ADDRESS: 25 West Main Street
Auburn, Washington 98001
(253) 931-3090
DATE ISSUED: Auqust 25, 2009 SIGNATURE Note: This determination does not constitute approval of the proposal. Approval of the
proposal can only be made by the legislative or administrative body vested with that
authority. The proposal will be required to meet all applicabte regulations.
Any person aggrieved of this final determination may file an appeal with the Auburn City Clerk within
14 days of the date of issuance of this notice. All appeals of the above determination musf be filed
by 5:00 P.M. on September 8. 2009 with the required fee.
Exb~b~ ~',.o
Numbef of Pages
AUBURN * MORE THAN YOU IMAGINEL