06-100299FILE
CITY OF CITY HALL
1�k Federal Way 33325 8th Avenue South
Mailing Address: PO Box 9718
Federal Way, WA 98063-9718
(253) 835-7000
www.cityoffederalway.com
May 25, 2006
Bob Dyer
Odelia Pacific
208 Westlake Avenue North
Seattle, WA 98109
RE: File #06-100299-00-UP; CINGULAR @ ENCHANTED PARKWAY SC1808 (WA109)
1741 South 356`h Street, Federal Way
Dear Mr. Dyer:
The City has completed a land use "Process I" Administrative Review of your proposal to collocate a
Personal Wireless Service Facility (PWSF) on an existing lattice tower on private property on Parcel
#282104-9178 at the address referenced above. The tower currently has several providers on it, and it is
owned by Global Tower, according to application materials.
The proposal calls for replacing six existing antennas with nine new antennas (each 6' 8" x 10" x 5"). The
antennas will be mounted at approximately 127 feet above ground on an existing 148-foot-tall lattice
tower. Two of the three existing electronic equipment cabinets will be replaced with four new ones all
located within a new shelter (13' x 16) within the existing fenced and Iandscaped PWSF compound.
Pursuant to Federal Way City Code (FWCC) Article IV, "Process I — Director's Approval," your
proposal is found to be consistent with the provisions of Chapter 22 — Zoning. Your Process I
proposal is hereby conditionally approved.
CONDITIONS
A building permit and electrical permit are required prior to commencing any construction.
2. Work on the project may not commence until the appeal period has passed and payment is made on
any outstanding fees.
3. To assure compliance with the approved final plans, the applicant shall also contact the PIanning
Division of the Department of Community Development Services for a final inspection of the
PWSF. At that time, the applicant shall submit an affidavit to the Planning Division that verifies that
the PWSF has been installed in accordance with the approved plans.
STATEMENT OF FACTS AND FINDINGS
1. Zoning, Land Use, and Review Process. The zoning for the proposed site is Community Business
(BC). PWSFs are permitted in the BC zone pursuant to the zoning chart found in FWCC 22-762.
This is simply a replacement to upgrade the technology. For this particular proposal, the required
land use review is Process I. A land use review was previously conducted for the PWSF at this site.
may.
Mr. Dyer
May 25, 2006
Page 2
State Environmental Policy Act (SEPA). The project is exempt from SEPA review.
3. PWSF Prioritized Locations [FWCC Section 22-966(d)]. The proposal falls into Priority #2:
"existing broadcast, relay, and transmission towers". (Priority #1 would be structures located in the
BPA trail.)
4. PWSFDevelopment Standards (building- or structure -mounted PWSFs not located in the public
right-of-way) [FWCC 22-967(1)]. The proposal exceeds the definition of microcell or minor facility,
due to the length of the antennas. A PWSF that exceeds the minor facility thresholds for number of
antennas, dimensions, and/or areas, but creates no more adverse impacts than a minor facility, may
be allowed, as determined by the Director of Community Development Services. The applicant has
submitted detailed drawings and photo -simulations; the proposal meets the criteria.
5. Standards for Electronic Equipment Enclosures [FWCC Section 22-967(5)]. The applicant proposes
to locate the new equipment cabinets within a shed. The equipment cabinets exceed six feet. The
applicant originally proposed to have the cabinets open to the air within the existing fenced
enclosure. However, upon being notified by the City that six -foot -high cabinets are not allowed if
not inside a building, the applicant revised the plans to show a new, completely enclosed building.
This meets priority #4 for equipment enclosures. In this instance, it is infeasible to meet one of the
higher priorities.
Security Fencing [FWCC 22-967(7)]. The compound includes existing security fencing, which is
screened by a landscape buffer.
7. Cumulative Effects [FWCC Section 22-967(8)]. The City must consider the cumulative visual effects
of PWSFs mounted on existing structures and/or located on a given permitted site in determining
whether additional permits may be granted so as to not adversely affect the visual character of the
City. The applicant has submitted photo -simulations of the proposed PWSF. As shown in the plans
and the photo -simulations, the proposed PWSF will not adversely affect the visual character of the
City.
8. Collocation [FWCC Section 22-9711. The Code requires a signed statement indicating that the
applicant agrees to allow for the potential collocation of additional PWSF equipment by other
providers on the applicant's structure or within the same site location, as part of the permit
application. This does not apply to the proposal, since the existing structure is owned by an entity
other than the applicant.
9. EMF Standards and Interference [FWCC Section 22-9721. Within six months after the issuance of
its operation permit, the applicant shall submit a project implementation report which provides
cumulative field measurements of radio frequency (EMF) power densities of all antennas installed at
the subject site. Also, the applicant shall ensure that the PWSF will not cause localized interference
with the reception of area television or radio broadcasts or the functioning of other electronic
devices.
10. Permit Limitations [FWCC Section 22-974]. A permit for a PWSF shall expire ten years after the
effective date of the permit approval. Renewals will be considered. Also, "five years after the
effective date of the land use process approval of a PWSF, the permittee or assignee shall submit a
06-100299
Doc I D. 36443
Mr. Dyer
May 25, 2006
Page 3
written statement summarizing its current use and plans, if any, for that facility/site for the next five
years to the best of their knowledge."
FEES
The 2006 Process I project application fee is $66 at the time of application and $61 per each additional
hour of review. There were 8.5 additional hours of review. Therefore, the amount due is $518.50. Please
reconcile your account by the end of the appeal period.
CLOSING
This decision shall not waive compliance with future City of Federal Way codes, policies, and standards
relating to this site. Final construction drawings will be reviewed for compliance with specific regulations
and other applicable City requirements. This Process I approval does not constitute approval of a building
permit.
The effective date of this decision is May 25, 2006. Pursuant to FWCC Section 22-355, any person
who received notice of the administrative decision may appeal this decision to the Federal Way
Hearing Examiner by June 8, 2006. Generally, no work on the proposal may commence until the end
of the appeal period. For this project you are the only party receiving notice. You may waive your
right to an appeal by letter, or you may simply wait for the appeal period to end. If a building or
electrical permit is required, you may not commence work until you have been issued the
appropriate permit(s).
This Process I approval is valid for one year from the effective date of this decision. If no further action is
taken within one year, this decision will expire. A one-time, six-month extension may be granted only if a
written request is submitted to the City's Department of Community Development Services (address
above) at least 30 days prior to the expiration of the decision.
If you have any questions, please call Andy Bergsagel, Associate Planner, at 253-835-2644, or email
andy.bergsagel@cityoffederalway.com.
Sincerely,
Kathy McClung
Director of Community Development Services
enc. Plans (stamped as approved)
c: Andy Bergsagel, Associate Planner
Scott Sproul, Assistant Building Official
06-100299 Doe I.D 36443
�-1
r� RESUBMITTED COMMUNITY DEVELOPMENT SERVICES
33325 8TH AVENUE SOUTH • PO BOX 9718
CITY OF FEDERAL WAY, WA 98063-9718
MAY 3 12006 253-835-2607• FAX 253-835-2609
Federal Way
uLului.crfr n edernfwuu.cnm
CrBUILDING DEPT.AY
RESUBMITTAL INFORMATION
This completed form MUST accompany a// resubmitta/s.
"Please note. Additional or re visedplans or documents for an active project wi//not be accepted unless
accompanied by.this completed form. Mailed resubmitta/s that do not include this Join or that do not
contain the correctnumber ofcopies will be returned or discarded. You are encouraged to submitall items
in person and to contact the Customer Service Counter prior to submitting if you are not sure' about the
number of copies required. **
Project Tracking Number: d - C) 2-
Project Name:
Project Address:
Project Contact: Phone: 2-o
Resubmitted Items:
# of Copies ** Detailed Description of Item
i Wxkv EF
** Submit the same number of copies as required foryour initial application.**
Resubmittal requested by: aem er Letter Dated: I /
OFFICE USE ONL. Y
Dist ributed to: Dote: �'5- r c'k By:
Bulletin # 129 — August 24, 2004 Page 1 of 1 k:\Handouts — Revised\Resubmittal Information
RESUBMITTED
MAY 3 12006
208 Westlake Avenue North CITY OF FEDERAL WAY
Odelia Pacific Corp. Seattle, WA 98109 BUILDING DEPT.
May 31, 2006
Kathy McClung
City of Federal Way
PO Box 9718
Federal Way, WA 98063-9718
RE: File #06-100299-00-UP; Cingular @ Enchanted Parkway SC1808 (WA109)
1741 South 356th Street, Federal Way
Dear Ms. McClung:
As the only interested party receiving notice on the conditional approval of this project, I request that the
two -week appeal period be waived.
Sincerely,
� l
s
Bob Dyer
Land Use Manager
Odelia Pacific Corp
CITY OF
1911;k Federally a
DATE: May 4, 2006
TO: William Appleton
Scott Sproul
Greg Brozek vw/�
FROM: Andy Bergsagel
MEMORANDUM
Community Development Services
Department
SUBJECT: CINGULAR @ ENCHANTED PARKWAY SC1808 (WA109) - (06-100299-00-UP)
1741 S 356TH ST
I am routing a resubmittal of a simple Process I. This application was determined to be incomplete. Now
they are proposing a shelter to build around the cabinets, because our code does not allow for cabinets
over 6 feet high. Please provide your comments by May 18, 2006.
CITY OF v
Federal Way
RESUBMITTED
APR 8 4 2006
CITY OF FEDERAL WAY
BUILDING DEPT.
COMMUNITY DEVELOPMENT SERVICES
33325 8TH AVENUE SOUTH • PO BOX 9718
FEDERAL WAY, WA 98063-9718
253-835-2607• FAX 253-835-2609
www. �it�nf�eol�miwa y. c�orre
RESUBMITTAL INFORMATION
This completed form MUST accompany a// resubmitta/s.
"Please note., Additional or revised plans or documents for an active project will not be accepted unless
accompanied by this completed form. Mailed resubmittals that do not include this form or that do not
contain the correct number of copies will be returned or discarded. You are encouraged to submitall items
in person and to contact the Customer Service Counter prior to submitting if you are not sure about the
number of copies required. **
Project Tracking Number:
-
D Z-
7` - Lk fi
Project Name: CNC
Project Address:
1741 5 � Sr
Project Contact: i�F;
Resubmitted Items:
Phone:
# of Copies **
Detailed Description of Item 11
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** Submit the same n er ofco ies as re � ed foryourinitial application.**
Resubmittal requested by: to Letter Dated: 1 !
em
USE
Distributed to:
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Date: By:
Bulletin # 129 — August 24, 2004 Page 1 of 1 U11andouts — Revised\Resubmittal Information
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February 6, 2006
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Cingular Upgrade at Enchanted;--- lkway (WA109) Pre-App # 05-105503-00-PC
Applicant Narrative for
Cin ulg ar Upgrade at Enchanted Parkway (WA 109
Pre-App # 05-105503-00-PC
Summary:
This proposal is to upgrade the technology of an existing, operating PWSF near the
intersection of I-5 and Hwy 18. The modifications include replacing the 6 existing panel
antennas with 9 new ones: each 80" x 10" x 5", and mounting them approximately 127'
from the ground on an existing 148' tall lattice tower. Two of the three existing electronic
equipment cabinets will be replaced with four new ones all located within the existing,
fenced compound in anew 13' x 16' wood shelter adjacent to the tower.
This modification of an existing, operating Cingular Wireless PWSF is required as part of
its acquisition of AT&T Wireless. Cingular has been ordered by the FCC to integrate
AT&T's network with its own. This requires a combination of several existing wireless
technologies that were currently in use by each company.
22-966 Personal wireless service facilities (PWSF).
(a) Purpose. This section addresses the issues of location and appearance associated with personal wireless
service facilities. It provides adequate siting opportunities through a wide range of locations and options
which minimize safety hazards and visual impacts sometimes associated with wireless communications
technology. The siting of facilities on existing buildings or structures, collocation of several providers'
facilities on a single support structure, and visual mitigation measures are required, unless otherwise allowed
by the city, to maintain neighborhood appearance and reduce visual clutter in the city.
(b) Definitions. Any words, terns or phrases used in this section which are not otherwise defined shall have the
meanings set forth in FWCC 22-1.
(c) Exemptions. The following antennas and facilities are exempt from the provisions of this section and shall be
permitted in all zones consistent with applicable development standards as outlined in the use zone charts,
Article XI of this chapter, District Regulations:
(1) Wireless communication facilities used by federal, state, or local public agencies for temporary
emergency communications in the event of a disaster, emergency preparedness, and public health or
safety purposes.
(2) Industrial processing equipment and scientific or medical equipment using frequencies regulated by the
FCC; provided such equipment complies with all applicable provisions of FWCC 22-960, Rooftop
Appurtenances, and Chapter 22 FWCC, Article XIII, Division 5, Height.
(3) Citizen band radio antennas or antennas operated by federally licensed amateur ("ham") radio operators;
provided such antennas comply with all applicable provisions of FWCC 22-960, Rooftop
Appurtenances, and Chapter 22 FWCC, Article XIiI, Division 5, Height.
(4) satellite dish antennas less than two meters in diameter, including direct -to -home satellite services, when
used as a secondary use of the property; provided such antennas comply with all applicable provisions of
FWCC 22-960, Rooftop Appurtenances, and Chapter 22 FWCC, Article XIII, Division 5, Height.
(5) Automated meter reading (AMR) facilities for the purpose of collecting utility meter data for use in the
Igo
sale of utility services, except for whip or other antennas greater than two feet in fiEsR MiiTIE®
APR 2 4 2006
CITY OF FEDERAL WAY
Page 1 of 13 BUILDING DEPT.
Cingular Upgrade at Enchanted,'-`7kway (WA109) Pre-App # 05-105503-00-PC
AMR facilities are within the scope of activities permitted under a valid franchise agreement between the
utility service provider and the city.
(6) Routine maintenance or repair of a wireless communication facility and related equipment excluding
structural work or changes in height, dimensions, or visual impacts of the antenna, tower, or buildings;
provided, that compliance with the standards of this chapter are maintained.
None of the above mentioned exemptions apply to this application.
(d) Prioritized locations. The following sites shall be the required order of locations for proposed PWSFs,
including antenna and equipment shelters. In proposing a PWSF in a particular location, the applicant shall
analyze the feasibility of locating the proposed PWSF in each of the higher priority locations and document,
to the city's satisfaction, why locating the PWSF in each higher priority location and/or zone is not being
proposed. In order of preference, the prioritized locations for PWSFs are as follows:
(1) &ructures located in the BPA trail. A PWSF may be located on any existing support structure currently
located in the easement upon which are located U.S. Department of Energy/ Bonneville Power
Administration ("BPA") Power Lines regardless of underlying zoning.
This application is for a minor upgrade to a currently existing, operational Cingular
PWSF. The nearest BPA power line tower is over two miles away. The center of the
primary coverage area for this site (shown on the enclosed RF coverage maps) is in the
other direction from the BPA tower. The topography and vegetation in the area will
prevent the desired RF coverage. Therefore, relocating this existing site to a BPA tower
will not provide existing customers with the level of service they currently have, and will
not allow a functional upgrade to the PWSF.
(2) Existing broadcast, relay and transmission towers. A PWSF may be located on an existing site or tower
where a legal wireless telecommunication facility is currently located regardless of underlying zoning. If
an existing site or tower is located within a one mile radius of a proposed PWSF location, the applicant
shall document why collocation on the existing site or tower is not being proposed, regardless of whether
the existing site or tower is located within the jurisdiction of the city.
This is the priority being utilized.
(3) Publicly used structures. If the city consents to such location, a PWSF may be located on existing public
facilities within all zoning districts, such as water towers, utility structures, fire stations, bridges, and
other public buildings, provided the public facilities are not located within public rights -of -way.
Does not apply. A higher priority location is being utilized.
(4) Appropriate business, commercial, and city center zoned sites. A PWSF may be located on private
buildings or structures within appropriate business, commercial, and city center zoning districts. The
preferred order of zoning districts for this category of sites is as follows:
BP - Business Park
CP-1 - Corporate Park
OP through OP-4 - Office Park
CC-C - City Center Core
CC-F - City Center Frame
BC - Community Business
Does not apply. A higher priority location is being utilized.
(5) Appropriate public rights-qf-way. For the purposes of this section, appropriate public rights -of -way shall
be defined as including those public rights -of -way with functional street classifications of principal
arterial, minor arterial, and principal collector. A PWSF may be located on existing structures in
Page 2 of 13
Cingular Upgrade at Enchanted,— l ay (WA109) Pre-App # 05-105503-00-PC
appropriate public rights -of -way. Structures proposed for location of PWSFs shall be separated by at
least 330 linear feet. Within any residential zone, neighborhood business (BN) zone, or professional
office (PO) zone, there shall be no more than one PWSF located on an existing structure. Location of a
PWSF on an existing structure in an appropriate public right-of-way shall require a right-of-way permit
in addition to the required use process approval.
The preferred order of functional street classifications for this category of sites is as follows:
Principal Arterial
Minor Arterial
Principal Collector
If the PWSF is proposed to be located in an appropriate public right -of. --way and the surrounding uses or
zoning are not the same, that portion of the right-of-way with the most intensive use and/or zoning shall
be the preferred location.
if the PWSF is proposed to be located in an appropriate public right-of-way and surrounding uses or zoning
are the same, the preferred location shall be that portion of the right-of-way with the least adverse visual
impacts.
Does not apply. PWSF is not in a right-of-way.
(6) If the applicant demonstrates to the city's satisfaction that it is not technically possible to site in a
prioritized location, the city reserves the right to approve alternative site locations if a denial would be in
violation of the 1996 Telecommunications Act, as detennined by the city. (Ord. No. 97300, 5`' 3, 946-97;
Ord. No. 00-363, ¢ 14, 1-4-00; Ord. No. 01-399, § 3, 8-7-01)
22-967 Development standards.
The following development standards shall be followed in the design, siting, and construction of a personal
wireless service facility:
(1) Building- or structure -mounted PWSFs not located in the public right-of=way. PWSFs mounted on
existing buildings and structures not located in a public right-of-way shall conform to the following
development standards:
a. The PWSF shall consist only of the following types of facilities:
1. A microcell or a minor facility; or
Does not apply. PWSF is not a microcell or minor facility.
2. A PWSF that exceeds the minor facility thresholds for number of antennas, dimensions, and/or
area, but creates no more adverse impacts than a minor facility, as determined by the director of
community development services, subject to meeting all of the following standards:
This application is for a modification to a currently existing, operational Cingular PWSF.
The current site has both Cingular and AT&T Wireless installations. The FCC has
ordered Cingular to combine the networks of the two companies due to the acquisition of
AT&T by Cingular. This site is a lattice tower that is used by no less than 5 wireless
providers. Between the AT&T and Cingular installations, there are a total of 12 antenna
panels. This application will reduce the total number of antenna panels by three, to nine
total.
i. The facility shall not create substantially more adverse visual impact than a minor facility; and
Due to the reduction in the number of antenna panels, the visual impact of this site will
actually be slightly reduced.
Page 3 of 13
Cingular Upgrade at Enchanted,--- ay (WA109) Pre-App # 05-105503-00-PC
ii. The equipment cabinet for the PWSF shall meet all requirements of subsection (5) of this
section; and
There will be a new equipment shelter at grade that encloses all cabinets, and which
matches the architecture of the other existing surrounding buildings.
iii. The maximum size of the PWSF panels and number of antennas shall be determined by the
director of community development services, based on the specific project location,
surrounding environment, and potential visual impacts; and
This application is for a modification to a currently existing, operational Cingular PWSF.
The total number of antenna panels will actually be reduced with this upgrade. The size
of the new panels is shown in the enclosed drawings.
iv. The PWSF shall cosh ith all other pplicabl standards of the Federal Way City Code.
The site complies with all other arplicxUle edera ay City Code.
b. The combined antennas and supporting structure may extend up to, but not exceed, 15 feet above the
existing or proposed roof or other structure regardless of whether the existing structure is in
conformance with the existing maximum height of the underlying zone as outlined in the use zone
charts, Article XI of this chapter, District Regulations. Antennas may be mounted to rooftop
appurtenances provided they do not extend beyond 15 feet above the roof proper.
Does not apply. PWSF is not mounted to the roof of an existing structure.
c. The antennas are mounted on the building or structure such that they are located and designed to
minimize visual and aesthetic impacts to surrounding land uses and structures and shall, to the
greatest extent practical, blend into the existing environment pursuant to subsection (4) of this
section. Panel and parabolic antennas shall be screened from residential views and public rights -of -
way unless meeting the provision of FWCC 22-960(b)(2).
Does not apply. PWSF is not mounted to an existing structure.
(2) PWSFs located on structures within appropriate public rights -of -way. These facilities shall conform to
the following development standards:
a. The PWSF shall consist only of the following types of facilities:
1. A microcell or a minor facility; or
2. A PWSF that exceeds the minor facility thresholds for number of antennas, dimensions, and/or
area, but creates no more adverse impacts than a minor facility, as determined by the director of
community development services, subject to meeting all of the following standards:
i. The facility shall not create substantially more adverse visual impact than a minor facility; and
ii. The equipment cabinet for the PWSF shall meet all requirements of subsections (5) and (6) of
this section; and
iii. The maximum size of the PWSF panels and number of antennas shall be determined by the
director of community development services, based on the specific project location,
surrounding environment, and potential visual impacts. The maximum size of antennas to
be located on existing structures in a public right-of-way shall be two feet in diameter for
parabolic antennas, eight feet in height for panel antennas, and 15 feet in height for whip
antennas; and
iv. The PWSF shall comply with all other applicable standards of the Federal Way City Code.
b. The combined antennas may extend up to the minimum necessary height to meet safety clearances
required by the operator of the existing structure, but not exceed 15 feet above the existing structure,
plus the height of the proposed antennas as specified in subsection (2)(a)(2)(iii) of this section. The
Page 4 of 13
` Cingular Upgrade at Enchanted'' kway (WA109) �,_ Pre-App # 05-105503-00-PC
I
maximum allowable height of the new structure with the PWSF antennas shall be determined by the
director of community development services, depending upon the antenna type, design, location on
the structure, and the proposed method of attachment. An existing structure can be increased in
height only once per 12-month period. Any structure, whether a new or replacement structure,
located in a public right-of-way must be similar in terms of size (except height), shape, color,
material, and location to the existing and surrounding structures, as determined by the director of
community development services. The antenna extension may be permitted regardless of whether
the existing structure is in conformance with the maximum height of the underlying zone as outlined
in the use zone charts, Article X1 of this chapter, District Regulations. The antenna extension may be
permitted regardless of whether the existing structure is in conformance with the maximum height of
the underlying zone as outlined in the use zone charts, Article XI of this chapter, District
Regulations.
c. The anteiulas shall be mounted on the structure such that they are located and designed to minimize
adverse visual and aesthetic impacts to surrounding land uses and structures and shall, to the greatest
extent practical, blend into the existing environment pursuant to subsection (4) of this section.
d. Structures in appropriate public rights -of -way proposed for location of PWSFs shall be separated by at
least 330 linear feet.
e. Required setbacks shall not pertain to PWSFs within public rights -of -way or equipment enclosures
located underground on properties adjacent to the public right-of-way. Within residential zones,
equipment enclosures located above ground on properties adjacent to the public right-of-way shall
meet all applicable setback requirements for residential development of the underlying zone. For
developed sites in nonresidential zones, the setback requirements for the equipment enclosure shall
be those of the principal use of the subject property. For undeveloped sites in nonresidential zones,
the setback requirements for the equipment enclosure shall be 20 feet for front, side, and rear yards.
All of Section (2) does not apply. PWSF is not located in a right-of-way.
(3) New freestanding PWSFs. These structures shall conform to the following site development standards:
a. Placement of a freestanding PWSF shall be denied if placement of the antennas on an existing
structure can meet the applicant's technical and network location requirements.
b. Monopoles shall be the only fi-eestanding structures allowed in the city; except that a lattice tower may
be used to accommodate the collocation of four or more providers as part of a joint permit
application.
c. In no case shall a freestanding PWSFs be located closer than 500 feet to an existing freestanding
PWSF whether it is owned or utilized by the applicant or another provider.
d. A freestanding PWSF, including the support structure and associated electronic equipment, shall
comply with all required setbacks of the zoning district in which it is located. For developed sites,
the setback requirements shall be those of the principal use of the subject property. For
undeveloped sites, the setback requirements for new freestanding PWSFs shall be 20 feet for
front, side, and rear yards.
e. Freestanding PWSFs shall be designed and placed on the site in a manner that takes maximum
advantage of existing trees, mature vegetation, and structures so as to:
1. Use existing site features to screen as much of the total PWSF as possible from prevalent
views; and/or
2. Use existing site features as a background so that the total PWSF blends into the background
with increased distances.
f. In reviewing the proposed placement of a facility on the site and any associated landscaping the city
may condition the application to supplement existing trees and mature vegetation to more
effectively screen the facility.
Page 5 of 13
Cingular Upgrade at Enchanted"Rrkway (WA109) Pre-App # 05-105503-00-PC
g. Support structures, antennas, and any associated hardware shall be painted a nonreflective color or
color scheme appropriate to the background against which the PWSF would be viewed from a
majority of points within its viewshed. The proposed color or color scheme shall be approved by
the hearing examiner or community development director.
Does not apply. This is not a new PWSF. This is a modification to a currently existing,
operational Cingular PWSF.
(4) Screening standards for all PIISFs. PWSFs shall be screened or camouflaged through employing
the best available technology and design, as determined by the city. This may be accomplished by use
of compatible materials, location, landscaping, color, stealth techniques such as, but not limited to,
artificial trees and hollow flag poles, and/or other methods or techniques to achieve minimum
visibility of the facility as viewed from public streets or residential properties. In addition, the
provisions for landscaping as outlined in the use zone charts, Article XI of this chapter, District
Regulations, shall apply.
This application is for a modification to a currently existing, operational Cingular PWSF.
The ground equipment is located in a large fenced compound housing all wireless carriers
that are on this tower. The compound is surrounded by landscaping.
(5) Standard_for electronics equipment enclosures.
a. The following shall be the required order of locations for proposed electronic equipment enclosures
for all PWSFs. In proposing an equipment enclosure in a particular location, the applicant shall
analyze the feasibility of locating the proposed equipment enclosure in each of the higher priority
locations and document, to the city's satisfaction, why locating the equipment enclosure in each
higher priority location is not being proposed. In requesting a lower priority location for the
equipment enclosure, the burden of demonstrating impracticability shall be on the applicant. In
order of preference, the prioritized locations for equipment enclosures are as follows:
1. Equipment enclosures shall be placed underground.
This application is for a modification to a currently existing, operational Cingular PWSF.
The electronic equipment enclosures required for this site are much too large to be
buried at this location. Providing enough room for adequate safety clearances around the
cabinets and adequate access to stairs, covers and other required structural features
would require a large excavation that would disturb the surrounding area for some time.
2. Equipment enclosures shall be placed in an existing completely enclosed building.
This application is for a modification to a currently existing, operational Cingular PWSF.
There is no existing building within the existing wireless provider compound.
3. Equipment enclosures shall be placed above ground in an enclosed cabinet that shall not exceed
six feet in height and occupy more than 48 square feet of floor area, including areas for
maintenance or future expansion.
Does not apply. The manufacturers equipment enclosures are more than 6 feet in height.
Sinking the cabinets into the ground is not an option because it would require an
extensive demolition of the existing concrete slab and an excavation of the area under the
equipment cabinets which would demand taking the site off -air for the construction
period eliminating emergency and other wireless phone service for Federal Way citizens
and people driving through the coverage area of this PWSF.
Page 6 of 13
Cingular Upgrade at Enchanted,"nrkway (WA109) Pre-App # 05-105503-00-PC
4. Equipment enclosures shall be placed above ground in a new completely enclosed building.
The ground equipment will be housed entirely in a new shelter which will match the
architecture of the surrounding buildings. It will be mounted on the existing concrete pad
within the existing lease space.
b. if above -ground equipment enclosures shall be screened with one or a combination of the following
methods, which shall be acceptable to the city: Fencing, walls, landscaping, structures, buildings
or topography which will block the view of the equipment enclosure to the greatest extent
possible fi-om any street and/or adjacent properties, as determined by the director of community
development services. Screening may be located anywhere between the enclosure and the above
mentioned viewpoints. Landscaping for the purposes of screening shall be maintained in a healthy
condition, as determined by the city.
All equipment enclosures will be placed within the new, completely enclosed building
which matches the architecture of the surrounding buildings. The building will be within
the equipment compound which is landscaped. (See attached site photos and shelter
photosimulation.)
c. Equipment enclosures located underground shall be exempt from setback requirements of the
underlying zone. In residential zones, equipment enclosures located above ground shall meet all
applicable setback requirements for residential development of the underlying zone. For
developed sites in nonresidential zones, the setback requirements for the equipment enclosure
shall be those of the principal use of the subject property. For undeveloped sites in nonresidential
zones, the setback requirements for the equipment enclosure shall be 20 feet for front, side, and rear
yards.
Does not apply. Equipment is not located underground.
d. If the equipment cabinet is located within a new completely enclosed building, the building shall
conform to all applicable development standards and design guidelines for the underlying zone. The
completely enclosed building shall be architecturally designed and shall be compatible with existing
buildings on the site. The completely enclosed building shall be screened to the greatest extent
possible from any street and/or adjacent properties by landscaping and/or topography.
The new equipment shelter will comply with all applicable Federal Way City Codes. (See
attached site photos and shelter photosimulation.)
(6) Additional standards.for equipment enclosures for PWSFs located on structures within appropriate
public rights-of-wuy.
a. The following shall be the required order of locations for proposed electronic equipment enclosures
for PWSF located within public rights -of -way. In proposing an equipment enclosure in a particular
location, the applicant shall analyze the feasibility of locating the proposed equipment enclosures in
each of the higher priority locations and document, to the city's satisfaction, why locating the
equipment enclosure in each higher priority location is not being proposed. In requesting a lower
priority location for the equipment enclosure, the burden of demonstrating impracticability shall be
on the applicant. In order of preference, the prioritized locations for equipment enclosures are as
follows:
1. Electronic equipment enclosures shall not allowed within the right-of-way in residential zones,
neighborhood business (BN) zones or professional office (PO) zones.
2. Equipment enclosures shall be placed underground on an adjacent property outside of the public
right-of-way.
Page 7 of 13
Cingular Upgrade at Enchanted•''-N�kway (WA109) Pre-App # 05-105503-00-PC
3. Equipment enclosures shall be placed above ground on an adjacent property outside of the public
right-of-way in an existing completely enclosed building.
4. Equipment enclosures shall be placed above ground on an adjacent property outside of the public
right-of-way in an enclosed cabinet that shall not exceed six feet in height and occupy .more
than 48 square feet of floor area, including areas for maintenance or future expansion.
5. Equipment enclosures shall be placed above ground on an adjacent property outside of the public
right-of-way in a new completely enclosed building:
6. Equipment enclosures shall be placed underground within the public right-of-way.
7. Equipment enclosures shall be placed above ground within the public right-of-way in an enclosed
cabinet that shall not exceed six feet in height and occupy more than 24 square feet of floor
area, including areas for maintenance or future expansion.
b. Equipment enclosures located underground on properties adjacent to the public right-of-way shall be
exempt from setback requirements of the underlying zone..
c. In residential zones, equipment enclosures located above ground on properties adjacent to the public
right-of-way shall meet all applicable setback requirements for residential development of the
underlying zone. For developed sites in nonresidential zones, the setback requirements for the
equipment enclosure shall be those of the principal use of the subject property. For undeveloped
sites in nonresidential zones, the setback requirements for the equipment enclosure shall be 20 feet
for front, side, and rear yards.
d. Equipment enclosures shall be designed, located, and screened to minimize adverse visual impacts
from the public right-of-way and adjacent properties.
e. Equipment enclosures shall be designed, located, and screened to minimize adverse visual and
functional impacts on the pedestrian environment.
f. Equipment enclosures and screening shall not adversely impact vehicular sight distance.
Does not apply. This PWSF is not located in a right-of-way.
(7) Security fL'ncing.
a. No fence shall exceed six feet in height as stipulated in FWCC 22-1133(5).
b. Security fencing shall be effectively screened from view through the use of appropriate landscaping
materials.
c. Chain -link fences shall be painted or coated with a nonreflective color.
There is no new fencing proposed for this application.
(8) Cumulative effects. The city shall consider the cumulative visual effects of PWSFs mounted on existing
structures and/or located on a given permitted site in determining whether additional permits may be
granted so as to not adversely effect the visual character of the city.
Does not apply. This PWSF is not mounted to an existing structure.
(9) Signage. No wireless equipment shall be used for the purpose of mounting signs or message displays of
any kind, except for small signs used for identification and name of provider.
Does not apply. No additional signage is proposed for this site.
(10) Use cone charts, height and permit process.
a. The final approval authority for applications made under this section shall be defined by the
appropriate permit process as outlined in the use zone charts, Article XI of this chapter, District
Regulations,
Page 8 of 13
Cingular Upgrade at Enchanted.''lcway (WA109) Pre-App # 05-105503-00-PC
i
b. Allowed heights shall be established relative to appropriate process as outlined in the use zone charts,
Article XI of this chapter, District Regulations. (Ord. No. 97-300, § 3, 9-16-97; Ord. No. 00-363, §
14, 1-4-00; Ord. No. 01-399, § 3, 8-7-01)
This PWSF complies with current zoning, permitting and height requirements.
22-968 Nonconformance.
Permit applications made under this section to locate a PWSF on property on which a nonconformance is located
shall be exempt from the requirements of Chapter 22 FWCC, Article IV, Nonconformance, to bring the
property into conformance as follows:
(1) To provide the public improvements required by Chapter 22 FWCC, Article XVI, Improvements, as
stipulated in FWCC 22-336.
(2) To bring the property into conformance with the development regulations prescribed in Chapter 21
FWCC relating to water quality as stipulated in FWCC 22-337(a)(7). All other requirements of FWCC
22-337 to bring the property into conformance with the development regulations prescribed in Chapter
21 FWCC relating to water quality shall apply. (Ord. No. 97-300, § 3, 9-16-97; Ord. No. 00-363, § 14, 1-
4-00)
Does not apply. This PWSF is in compliance with current Federal Way City Code.
22-969 Temporary personal wireless service facilities.
As determined by the director of community development services, a temporary personal wireless service facility,
or cell -on -wheels, may be deployed and operated as follows:
(1) For a period of 90 days during the construction of a freestanding PWSF which has been approved through
the appropriate permit process; provided, that the temporary personal wireless service facility or cell -on -
wheels creates no more adverse impacts than the PWSF which was approved through the appropriate
permit process. Only one temporary personal wireless service facility or cell -on -wheels shall be
permitted for a single site.
(2) For a period of 30 days during an emergency declared by the city, state, or federal government that has
caused a freestanding PWSF which has been approved through the appropriate permit process to become
involuntarily non -operational; provided, that the temporary personal wireless service facility or cell -on -
wheels creates no more adverse impacts than the PWSF which was approved through the appropriate
permit process.
(3) Prior to installation of the temporary PWSF, the applicant shall provide the city with a cash bond in an
amount to be determined by the director of community development services in order to guarantee
performance of future removal and restoration of the site. (Ord. No. 97-300, § 3, 9-16-97; Ord. No. 00-
363, § 1-4, 1-4-00)
Does not apply. This is not a temporary facility.
22-970 Application requirements.
(a) Except for temporary personal wireless facilities, permit applications made under this section shall
include the following minimum information in addition to that required for the underlying permit review
process:
(1) A diagram or map showing the primary viewshed of the proposed facility.
Included as photos of each direction at the site.
(2) Photosimulations of the proposed facility from affected properties and public rights -of -way at
varying distances.
Page 9 of 13
Cingular Upgrade at Enchanted:' rkway (WA109) Pre-App # 05-105503-00-PC
'r
Photosimulations are included.
(3) Architectural elevations of proposed facility and site.
The architectural elevation are include in the drawings.
(4) A coverage chart of the proposed PWSF at the requested height and an explanation of the need for
that facility at that height and in that location. The explanation shall include an analysis of the
feasibility of locating the proposed PWSF in each of the higher priority locations as identified in
FWCC 22-966(d), and documentation of why locating the PWSF in each higher priority location
and/or zone is not being proposed.
RF Coverage maps are included with the application materials.
(5) An inventory of other PWSF sites operated by the applicant or other providers within a one mile
radius of the proposed PWSF location, including specific information about location, height, and
design of each facility.
A PWSF Inventory is included. (Provided by the City of Federal Way.)
(6) A site/landscaping plan showing the specific placement of the PWSF on the site; showing the
location of existing structures, trees, and other significant site features; and indicating type and
locations of plant materials used to screen PWSF components.
Required landscaping is shown in the drawings.
(7) If the PWSF electronic equipment cabinet is proposed to be located above ground, regardless of the
proposed location, whether on private or public property or within public right-of-way, an
explanation of why it is impracticable to locate the cabinet underground.
Included above in response to Section 22-967(5) on equipment cabinets.
(8) If the equipment cabinet is proposed to be located in a public right-of-way, an explanation of why .it
is impracticable to locate the equipment cabinet on adjacent property outside the public right-of-
way. If the PWSF is located on an existing structure in an appropriate public right-of-way, a copy of
all applicable easements for placement and maintenance of the equipment enclosure on an adjacent
property outside of the public right-of-way.
Does not apply. This PWSF is not in a right-of-way.
(9) Documentation of efforts to collocate on existing facilities.
This is not a new PWSF. This application is for the modification of a currently existing,
operational Cingular PWSF.
(10) The city may require the applicant, at the applicant's expense, to provide any additional
information, mapping, studies, materials, inspections, or reviews that are reasonably necessary to
implement this article and to require that such information, studies, mapping, materials, inspections,
and reviews be reviewed by a qualified professional under contract to the city, also at the applicant's
expense.
(b) Permit applications for temporary personal wireless service facilities shall include the following
minimum information:
(1) Documentation of previously permitted facility.
Page 10 of 13
Cingular Upgrade at Enchanted-"--,,Ikway (WA109) �, Pre-App # 05-105503-00-PC
r �
(2) Site plan showing proposed location of temporary facility in relationship to the location of the
previously permitted facility and property boundaries, including dimensions from the property lines
and height of proposed facility.
(3) Photographs of the proposed facility. (Ord. No. 97-300, § 3,9-16-97; Ord. No. 00-363, § 14, 1-4-00;
Ord. No. 01-399, § 3, 8-7-01)
Does not apply. This is not a temporary PWSF.
22-971 Collocation.
(a) A permittee shall cooperate with other PWSF providers in collocating additional antenna on support
structures and/or on existing buildings and sites provided said proposed collocatees have received a
permit for such use at said site from the city. A permittee shall allow other providers to collocate and
share the permitted site, provided such shared use does not give rise to a substantial technical level
impairment of the permitted use (as opposed to a competitive conflict or financial burden). In the event a
dispute arises as to whether a permittee has exercised good faith in accommodating a new applicant, the
city may require a third party technical study at the expense of the permittee. Failure to comply with this
provision may result in a revocation of the permit.
(b) A signed statement indicating that the applicant agrees to allow for the potential collocation of additional
PWSF equipment by other providers on the applicant's structure or within the same site location shall be
submitted by the applicant as part of the permit application. If an applicant contends that future
collocation is not possible on their site, they must submit a technical study documenting why.
Does not apply. The tower utilized for this PWSF is not owned by the applicant, therefore
we do not have the right to accept or deny any applications by others for the purpose of
collocation.
(c) Collocation requirements shall not apply to PWSFs located on existing structures in appropriate public
rights -of -way within residential zones, neighborhood business (13N) zones and professional office (PO)
zones. (Ord. No. 97-300, § 3, 9-16-97; Ord. No. 00-363, § 14, 1-4-00)
Does not apply. This PWSF is not in a right-of-way.
22-972 EMF standards and interference.
(a) The applicant shall comply with federal standards for EMF emissions. Within six months after the
issuance of its operational permit, the applicant shall submit a project implementation report which
provides cumulative field measurements of radio frequency (EMF) power densities of all antennas
installed at the subject site. The report shall quantify the EMF emissions, compare the results with
established federal standards, and provide a statement that the EMF emissions are within established
federal standards. Said report shall be subject to review and approval of the city for consistency with the
project proposal report and the adopted federal standards. If on review, the city finds that the PWSF does
not meet federal standards, the city may revoke or modify the permit. The applicant shall be given a
reasonable time based on the nature of the problem to comply with the federal standards. If the permit is
revoked, then the facility shall be removed.
PWSF will comply with all EMF standards.
(b) The applicant shall ensure that the PWSF will not cause localized interference with the reception of area
television or radio broadcasts or the functioning of other electronic devices. If on review of a registered
complaint the city minds that the PWSF interferes with such reception, the city may revoke or modify the
permit. The applicant shall be given a reasonable time based on the nature of the problem to correct the
Page 11 of 13
Cingular Upgrade at Enchanted.P.�kway (WA109)
Pre-App # 05-105503-00-PC
interference. If the permit is revoked, then the facility shall be removed. (Ord. No. 97-300, § 3, 9-16-97;
Ord. No. 00-363, § 14, 1-4-00)
PWSF will comply with all EMF standards.
22-973 Removal of facility.
(a) Abandonmenj and removal. The owner or operator of a PWSF shall provide the city with a copy of the
notice of intent to cease operations required by the 'FCC at the time it is submitted to the FCC.
Additionally. the owner or operator of a PWSF shall notify the city in writing of the abandonment of a
Particular facility within 30 days of die date the PWSF is abandoned. The abandoned PWSF shall be
removed by the facility owner within 90 days of the date the PWSF is abandoned the pertnit is revoked,
or if the facility fails into disrepair and is not maintained, as determined by the city. Disrepair includes
structural features, paint, landscaping, or general lack of maintenance which could result in adverse
safety or visual impacts. If there are two or more users of a single tower, then the city's right to remove
the tower shall not become effective until all users abandon the tower.
(b) Partial abandonment and removal. If the abandoned antennas on any PWSF are removed or relocated
to a point where the top 20 percent or more of the height of the supporting structure is no longer in use,
the PWSF shall be considered partially abandoned. The owner or operator of any partially abandoned
PWSF shall notify the city in writing of the partial abandonment of particular facility within 30 days of
the date the PWSF is partially abandoned. The owner of the PWSF shall have 120 days from the date of
partial abandonment to collocate another service on the PWSF. If another service provider is not added
to the PWSF within the allowed 120-day collocation period, the owner shall in 210 days of partial
abandonment, dismantle and remove that portion of the supportinstructure which exceeds the point at
which the highest operational antenna is mounted, g
abandoned facility upon
(c) Removal and lieu. If the provider fails to remove the abandoned or partially
210 days of its abandonment or partial abandonment, the responsibility for removal falls upon the
Property owner on which the abandoned or partially abandoned facility is located.
The city may enforce this paragraph using the procedures as set forth in FWCC 1-14, Article 3. (Ord. No. 97-300,
§ 3, 9-16-97; Ord. No. 00-363, § 14, 1-4-00)
22-974 Permit limitations.
(a) A permit for a PWSF shall expire 10 years after the effective date of the permit approval, unless earlier
revoked by the city. A permittee wishing to continue the use of a Specific PWSF at the end of the 10-year
period must apply for an application to continue that use at least six months prior to its expiration. Tire
renewal application shall comply with all applicable laws and regulations diclating new permit issuance.
In ruling on said renewal the city shall consider all then existing regulations affecting the application that
are appropriate to the technology and use.
(b) Five years after the effective date of the land use process approval of a PWSF, the permittee or assignee
shall submit a written statement summarizing its current use and plans, if any, for that facility/site for the
next five years to the best of their knowledge.
(c) Consistent with the provisions of FWCC 22-408, an approved permit for a PWSF shall be valid for one
year from the effective date of the use process approval, with opportunity for a one-year extension. If a
building permit application is not received within one year of the effective date of the use process
Page 12 of 13
Cingular Upgrade at EnchantedPlkway (WA109)
Pre-App # 05-105503-00-PC
approval, or within the extension period, the use process approval shall become null and void. (Ord. No.
97-300, § 3, 9-16-97; Ord. No. 00-363, § 14, 1-4-00)
22-975 Revocation of permit.
A permit issued under this article may be revoked, suspended or denied for any one or more of the following
reasons:
(1) Failure to comply with any federal, state or local laws or regulations;
(2) Failure to comply with any of the terms and conditions imposed by the city on the issuance of a permit;
(3) When the permit was procured by fi-aud, false representation, or omission of material facts; (4) Failure to
cooperate with other PWSF providers in collocation efforts as required by this article;
(5) Failure to comply with federal standards for EMF emissions; and
(6) Failure to remedy localized interference with the reception of area television or radio broadcasts or the
functioning of other electronic devices;
(7) Pursuant to FWCC 22-7(c), the city, as the applicant, shall use the same process to determine if the permit
shall be revoked as it used to grant the permit. (Ord. No. 97-300, § 3, 9-1G-97; Ord. No. 00-363, § 14, 1-
4-00)
Signature:
Date: 2-4 Ajr- p(
Printed Name:
Title:
Page 13 of 13
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Composite coverage without WAI09
Legend
❑ Ilo Coverage
❑ Poor Outcloor Coverage
011t(100r Coverage
❑ Vehicular Coverage
❑r Indoor Coverage
RESUBMITTED
APR 2 4 2006
CITYBUILDING ❑EPTV�
Composite coverage with WA109
Legend
❑ No Coverage
Poor Outcloor Coverage
® Outdoor Coverage
0 Vehicular Coverage
Mm Indoor Coverage
1�kCIT
Federal Way
February 15, 2005
Bob Dyer
Odelia Pacific
208 Westlake Avenue North
Seattle, WA 98109
CITY HALLFILE
33325 8th Avenue South
Mailing Address: PO Box 9718
Federal Way, WA 98063-9718
(253) 835-7000
www. cityoffederal way. com
RE: Permit #06-100299-00-UP; INCOMPLETE APPLICATION; REQUEST FOR INFORMATION
Cingular Enchanted Parkway SC1808 (WA109), 1741 South 3561' Street
Dear Mr. Dyer:
_On January 20, 2006, the City of Federal Way received your Process I application for modifications to an
existing Personal Wireless Service Facility (PWSF), a lattice tower, at the above -referenced site. The
proposal shows that six antennas are to be removed and nine antennas are to be installed (a net increase of
three antennas). Ground equipment will be updated, resulting in five total cabinets'(a net increase of one
cabinet). I understand that the reason for the upgrade is the acquisition of AT&T Wireless by Cingular.
The zoning for the proposed site is BC (Commercial Business). PWSFs are permitted in the BC zone
pursuant to the zoning chart (FWCC Section 22-762). For your particular proposal the required review is
Process I.
Thank you for stopping by City Hall and going over the application with me on February 6, 2006, and
going over the checklist to see what is required for this particular project. Your application has been
deemed incomplete. Please address the following comments with your resubmittal. The Federal Way
City Code (FWCC) is available on-line.
Please provide a typed response to PWSF decision criteria as found in FWCC 22-966, et seq.,
pertaining to Personal Wireless Service Facilities. If a criterion is not applicable, please state "Does
not apply" as your response.
2. Please provide "before" and "after" coverage charts of the proposed PWSF (i.e., with or without the
facility).
3. Please provide a statement from the Bonneville Power Administration that they are not allowing
PWSFs, per our discussion.
4. The proposal calls for changing some of the existing equipment cabinets. Please note that FWCC 22-
967(5)(Priority 3) states that such cabinets shall not exceed six feet in height and shall not occupy
more than 48 square feet of floor area.
Your project will be on hold until we receive a resubmittal. Please use the enclosed green resubmittal
form, and turn all of your new materials in at one time. For this particular application we will need one
Mr. Dyer
February 15,
2006
Page 2
full-size set of the drawings and three 11 x 17-inch sets of the drawings, as well as two sets of any
photographs or photo simulations.
If you have any questions, please call me at 253-835-2644, or email
andy.bergsagel@cityoffederalway.com.
Sincerely,
Andy Bergsagel i
enc: Resubmittal Form
06-100299 Doc l D 35072
it . vol' A
T V!26-
115.
i'
41k
FederalOF
Way
MASTER LAND USE APPLICATION
DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES
33325 8`h Avenue South
PO Box 9718
Federal Way WA 98063-9718
253-835-2607; Fax 253-835-2609
D�F{pl W AN www.cuuur.ueraiway.com
pF FE e?
�l]1La1NG D _ (� P
APPLICATION NO(S) 1 D S�O� Od `" �� Date
Project Name L-I AJ Gttt.A'+Z
l A� � n 2006
lar✓ LA 61 an ck
,�-r 't 1) `'-
Property Address/Location 741 3 3 5-67 _JT. 0
X i a3N,
Parcel Number(s) Z87-104 9 118
Project Description o D1y'1 C.47-10d D r+ Ant GXts, ► tJG LkAj mAy,%16 D P W5f 12 Zr C L-UbG 114E ?6MOVAL'
REPLAc1AIG or Mi-644S "Peatwt _a 1PmEAj-r _
PLEASE PRINT
Type of Permit Required
Annexation
Binding Site Plan
Boundary Line Adjustment
Comp Plan/Rezone
Land Surface Modification
Lot Line Elimination
Preapplication Conference
Process I (Directors Approval)
Process II (Site Plan Review)
Process III (Project Approval)
Process IV (Hearing Examiner's Decision)
Process V (Quasi -Judicial Rezone)
Process VI
SEPA w/Project
SEPA Only
Shoreline: Variance/Conditional Use
Short Subdivision
Subdivision
Variance: Commercial/Residential
Required Information
1 - a4,1Artr►W ►r? )13+. Zoning Designation
rC.{o MA, 3tts i Comprehensive Plan Designation
4��O, Value of Existing Improvements
m
12-zO50 Value of Proposed Improvements
International Building Code (IBC):
LANMAvPjE'b Occupancy Type
,_ / A Construction Type
Applicant
Name: lgr=tJ GtiGuu4c_ Id11REL655 LLC-
Address: 1(, 2Z 1 N E'7Z N D WRY - BoX i 70 G 1
City/State: KEDMou7 WA Q $0 5-2-
Zip: 'I E3 0 5z
Phone:
Fax:
Email:
Signature:
Agent (if different" Applicant)
Name: 0bGL1.4 P40FiC EioC3 YEIZ
Address: Z06 W ss--L4t;E A,*
City/State: 5r=.4TrL6 W.4 q 8'ID3
Zip: y$1oq
Phone: ZOG.490.360a %204.4Q0. 3'905'
Fax: Ze4. 440.3g3q
Email: bd e ode liQ . c-orA
Signature: .��
11:t. -
Owner
�L CLc�+RIIJ6 ��i'��v�4rv.x:
Name: - - Rums LLcyb
Address: 1741 S 3.5r6T'+ Sr
City/State: PC-t7C- 4t- WAY WA
Zip: q goo 3
Phone: , (o 14 7
Fax:
Email:
Signature: 1 '�
Bulletin #003 -August 18, 2004
Page 1 of 1
k:\Handouts\Master Land Use Application
FACIF-IC CORrORATION
208 Westlake Ave. N
Seattle, WA 98109
206.490.3800 (Voice)
206.490.3839 (FAX)
LETTER OF AUTHORIZATION
NAME AND ADDRESS OF OWNER(S) OF THE PROPERTY
Name
Address
Russel Lloyd
17 4 1 5 3-5"(o" — r
City/State/Zip Code JFE-PEK.4L- 1,J44 WA a 0 (13
Telephone Z5-3 , (D 6 k . 0 (o 7
To whom it may concern:
As owner(s) of the property located at 1741 S 356" St., Federal Way, WA,. I/we are
aware that Cingular Wireless is applying for Department of Community Development
permit number 05-105503-00-PC with the City of Federal Way, and they have our
permission to continue the permitting process.
Owner's Printed Name
Owner's signaturd
Date: 6 (- �-F3 960 6
Cingular enchanted Parkway SC1808 RYA 109:
PWSFs within one mile Radius of
Parcel 282104-9178
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-
5=• ` PWSF Sites
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City of Federal Way
February 6, 2006
This map is accompanied by NO warranties,
and is simply a graphic representation.
Land Use Development Narrative RECEIVED
Project Name: Cingular Upgrade at Enchanted Parkway JA N 2 0 2006
Project File: 05-105503-00-PC
CITY OF FEDERAL WAY
Summary: BUILDING DEPT.
This development project is to upg[gde an existing Cingular PWSF to reduce the number of
antennas currently on the tower and install the necessary new ground equipment. This is the
result of the acquisition of AT&T Wireless by Cingular, and the FCC mandate for them to
combine the two networks.
Background:
When AT&T Wireless was acquired by Cingular, the FCC mandated that the networks of the
two companies be combined into one. This would eliminate some PWSFs, and result in the
combination of others. In this case, both AT&T and Cingular had a presence at the Enchanted
Parkway tower next to Intersate-5 in Federal Way. Currently both sets of equipment are
operating. Cingular wants to combine them and eliminate one.
However, AT&T and Cingular did not use the same technologies in their networks. Therefore it
is not possible to just remove one set of equipment without eliminating service for many
customers. To merge the technologies without impacting service to the existing customer base,
one site or the other needs to be enhanced before the other can be turned off.
Proposal:
To combine the Cingular and AT&T PWSFs, the old AT&T ground equipment and 6 antennas
will be removed. The 6 old Cingular antennas will be removed, and a total of 9 new antennas
will replace them. Ground equipment to support the new technology will be added. The two
existing AT&T equipment cabinets will be removed, and the two existing Cingular cabinets will
be replaced with a total of 5 new ones, for a net increase of one equipment cabinet.
Effects:
There are currently 5 wireless carriers with a presence on the Enchanted Parkway lattice tower.
Cingular is second from the top; AT&T is fourth from the top. Each of these two installations has
6 antennas for a total of 12 between the two carriers. (The other carriers on the tower have many
more of their own antennas, but this proposal does not affect them.)
The new equipment will be placed on the existing concrete pad within the current leased area at
the base of the tower. No new impervious surface will be required. No new parking, utilities,
landscaping or traffic impacts will occur.
The net effect of this upgrade will enhance the visual impact of the site by eliminating antennas
on the tower without a significant increase in the ground presence. This site is between the busy
thoroughfare of Enchanted Parkway and I-5, and on the property of a truck repair facility in a
commercially zoned area — BC Community Business. The closest residentially zoned area is over
700 feet away, on the other side of Interstate-5.
Considerations:
Because this is an existing, operating PWSF, Cingular requests that the Director waive the
requirements for the supporting documentation normally provided to justify the location of a new
PWSF. This would include:
• The two copies of title report
• The stealth and screening or camouflage analysis
• The coverage chart
• The explanation of the need for the PWSF at that height and location
• The analysis of locating the site in a different, higher priority land use zone
• The inventory of other sites in the area
• The documentation of the collocation efforts
• The signed collocation statement
If you have any questions, please contact the responsible staff person using the contact
information below.
Thank you for your consideration in this matter.
Respectfully Submitted by:
Odelia Pacific for Cingular
Bob Dyer
Land Use Manager
208 Westlake Ave N
Seattle, WA 98109
206.490.3805
bd er(@.odelia.coni
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1079 N. 20e Avenue
Elkhorn, NE 68022
Ph: 402-289-1888
Fax: 402-289-1861
150 ft Rohn Self Supported Tower
Structural Analysis
Prepared for:
Global Signal
301 North Cattlemen Road, Suite 300
Sarasota, FL 34232
Site: 3021676 / SE03XC104
AT&T
i-5&18
Federal Way, WA
October 21, 2005
RECEIVED
I'r.. � A 2006
CITY OF FEDERAL WAY
BUILDING DEPT.
EXPIRES
Ms. Laura Rectenwal
Global Signal
301 North Cattlemen Road, Suite 300
Sarasota, FL 34232
Re: Site Number SE03XC104 — 3021676 -1-5 & 18 Federal Way, WA.
Dear Ms. Rectenwal:
We have completed the structural analysis for the existing Self Supported Tower,
located at the above referenced site. The purpose of this analysis is to determine that
the existing Self Supported Tower design is in conformance with the EIA/TIA-222-F
standard and local building codes for the proposed antennae loads installation. Refer
to the Review and Recommendations section at the end of this report for the analysis
results.
Description of Structure:
The structure is a 150 ft Rohn Self Supported Tower.
Refer to Rohn drawing C981400 dated September 10, 1998 for a detailed description
of the structure.
Method of analysis:
The tower was analyzed using Semaan Engineering Solutions' software suite for
communication structures. The structural analysis is performed using the SAPS
finite element engine. The method is 3D, non -linear, which accounts for the
second order geometric effects due to the displacements. It also treats guys as
exact cable elements and therefore is ideal for guyed towers. The analysis was
performed in conformance with EIAITIA-222-F and local building codes for 80
mph with 1/2" radial ice (fastest mile). This is in conformance with the IBC
2003: Section 1609.1.1, Exception (5) and Section 3108.4. Wind is applied to
the structure, accessories and antennas.
0 Page 2
Structure loading:
Per the loading sheet supplied, the analysis was performed using the following
loading: (Proposed loading in bold)
Elev.
ft
Qty
Antennas and Mounts
Coax
Owner
150.0
9
RR65-18-02DP On (3) PCS Frames
(9) 1 5/8"
Sprint
134.0
3
AP17-1900/063D On (3) PCS Frames
(3)1 5/8"
Qwest
6
SP 9014-DIN On Same (3) PCS Frames
(6)1 5/8"
123.0
9
742 265 On (3) PCS Frames
(30)1 5/8
Cingular
18
LGP 21401 TMA On Same (3) PCS Frames
111.5
6
RR65-19-OODP On (3) PCS Frames
(12) 1 5/8
VoiceStream
90.0
6
DB8441-190 On 3) PCS Frames
(6) 7/8"
Nextel
70.0
2
All on 7780 On (3) PCS Frames
(18) 7/8"
AT&T
1
All on 7721 On Same 3 PCS Frames
1
Kathrein 742 264 On Same (3) PCS Frames
All transmission lines shall be stacked and distributed over 3 tower faces, with
no more than (27) lines exposed to the wind on any one face.
Results of Analysis:
Refer to the attached Computer Summary sheets for detailed analysis results.
Structure:
The existing Self Supported Tower is structurally capable of supporting the existing
and proposed antennas. The maximum structure usage is: 81.0%.
Foundation:
Leg Forces
Original Design
Current Analysis
% Of
Reactions
Reactions
Design
Axial (Kips)
289.80
259.69
89.6
Uplift (Kips)
244.60
212.61
86.9
The analysis reactions are less than the design reactions therefore no foundation
modifications are required.
Review and Recommendations:
Based on the analysis results, the existing structure meets the requirements per the
EIA/TIA-222-F standards for 80 mph with 1/2" radial ice. This wind speed is
equivalent to a 100 mph 3-second wind gust.
0 Page 3
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SEMAAN ENGINEERING SOLUTIONS
1047 N.2041h Avenue
Elkhorn, NE 68022
Phone: 402-289-1888
Fax: 402-289-1861
Gh : 1.13
LoadCase Normal No Ice
Allow Stress Inc: 1.333
Dead LF: 1.000
Wind LF: 1.000
Site Number: SE03XC104
Location: 3021676 -1-5 & 18, Federal
Way, WA
Section Forces
80.00 mph Wind Normal To Face with No Ice
Total
Total
Ice
Wind
Flat
Round
Round
Eff
Sect
Height
Area
Area
Area
Sol
Area
Seq
(ft) qz
(sqft)
(sqft)
(sqft)
Ratio
Cf Df Dr Rr
(sqft)
8
145.0 26.01
8.43
14.69
0.00
0.34
2.20 1.00 1.00 0.63
17.66
7
130.0 24.24
16.53
52.75
0.00
0.61
1.89 1.00 1.00 0.70
53.54
6
110.0 23.11
18.54
102.46
0.00
0.77
1.80 1.00 1.00 0.87
108.07
5
90.00 21.82
19.90
104.13
0.00
0.63
1.79 1.00 1.00 0.77
100.20
4
70.00 20.31
22.09
107.68
0.00
0.54
1.85 1.00 1.00 0.72
99.70
3
50.00 18.45
28.18
111.22
0.00
0.50
1.90 1.00 1.00 0.70
106.76
2
30.00 16.38
26.97
111.22
0.00
0.43
2.00 1.00 1.00 0.67
101.01
1
10.00 16.38
32.45
118.32
0.00
0.42
2.03 1.00 1.00 0.66
110.48
LoadCase 60 deg No Ice
Allow Stress Inc: 1.333
Dead LF: 1.000
Wind LF: 1.000
Ice
Linear Linear
Area Area
(sqft) (sqft)
2.50
5.00
5.00
5.00
5.00
5.00
5.00
5.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Cc+pynghtSemaanEngineeringSolutrtns, Inc
U121/200511:43:58 AM
Total Struct Linear Total
Weight Weight Force Force Force
(lb) Ice (lb) (lb) (lb) (lb)
774.9
0.0
1,100.29
1,867.7
0.0
2,780.01
3,137.3
0.0
5,088.72
3,557.3
0.0
4,433.94
4,160.0
0.0
4,244.88
4,731.0
0.0
4,201.11
5,023.3
0.0
3,754.72
5,669.4
0.0
4,159.36
28,920.9 0.0
80.00 mph Wind at 60 deg From Face with No Ice
Total
Total
Ice
Ice
Wind
Flat
Round
Round
Eff
Linear
Linear
Sect Height
Area
Area
Area
Sol
Area
Area
Area
Seq (ft) qz
(sqft)
(sqft)
(sqft)
Ratio
Cf Df Dr Rr
(sqft)
(sqft)
(sqft)
8 145.0 25.01
8.43
14.69
0.00
0.34
2.20 0.80 1.00 0.63
15.98
2.50
0.00
7 130.0 24.24
16.53
52.76
0.00
0.51
1.89 0.80 1.00 0.70
50.23
5.00
0.00
6 110.0 23.11
18.54
102.46
0.00
0.77
1.80 0.80 1.00 0.87
104.36
5.00
0.00
5 90.00 21.82
19.90
104.13
0.00
0.63
1.79 0.80 1.00 0.77
96.22
5.00
0.00
4 70.00 20.31
22.09
107.68
0.00
0.54
1.85 0.80 1.00 0.72
95.29
5.00
0.00
3 50.00 18.45
28.18
111.22
0.00
0.50
1.90 0.80 1.00 0.70
100.12
5.00
0.00
2 30.00 16.38
26.97
111.22
0.00
0.43
2.00 0.80 1.00 0.67
95.62
5.00
0.00
1 10.00 16.38
32.45
118.32
0.00
0.42
2.03 0.80 1.00 0.66
103.99
5.00
0.00
LoadCase 90 de_q No Ice
Allow Stress Inc: 1.333
Dead LF: 1.000
Wind LF: 1.000
Eff
Face
141.71 1,242.00 1
274.72 3,054.72 1
261.91 5,350.64 1
247.32 4,681.26 1
230.18 4,475.06 1
209.08 4,410.19 1
185.68 3,940.40 1
185.68 4,345.04 1
31,499.31
Total
Struct
Linear Total
Weight
Weight
Force
Force Force
Eff
(lb)
Ice (lb)
(lb)
(lb) (lb)
Face
774.9
0.0
995.28
141.71 1,136.99
1
1,867.7
0.0
2,608.30
274.72 2,883.01
1
3,137.3
0.0
4,914.10
261.91 5,176.01
1
3,557.3
0.0
4,257.81
247.32 4,505.12
1
4,160.0
0.0
4,056.78
230.18 4,286.96
1
4,731.0
0.0
3,977.24
209.08 4,186.32
1
5,023.3
0.0
3,554.25
185.68 3,739.92
1
5,669.4
0.0
3,915.06
185.68 4,100.73
1
28,920.9
0.0
30,015.07
80.00 mph Wind at 90 deg From Face with No Ice
Total
Total
Ice
Ice
Wind
Flat
Round
Round
Eff
Linear
Linear
Sect Height
Area
Area
Area
Sol
Area
Area
Area
Seq (ft) qz
(sqft)
(sqft)
(sqft)
Ratio
Cf Df Dr Rr
(sqft)
(sqft)
(sqft)
8 145.0 25.01
8.43
14.69
0.00
0.34
2.20 0.85 1.00 0.63
16.40
2.50
0.00
7 130.0 24.24
16.53
52.75
0.00
0.51
1.89 0.85 1.00 0.70
51.06
5.00
0.00
6 110.0 23.11
18.54
102.46
0.00
0.77
1.80 0.85 1.00 0.87
105.29
5.00
0.00
5 90.00 21.82
19.90
104.13
0.00
0.63
1.79 0.85 1.00 0.77
97.21
5.00
0.00
4 70.00 20.31
22.09
107.68
0.00
0.54
1.85 0.85 1.00 0.72
96.39
5.00
0.00
Page 1
Total Struct Linear Total
Weight Weight Force Force Force Eff
(lb) Ice (lb) (lb) (lb) (lb) Face
774.9
0.0
1,021.53
141.71 1,163.24 1
1,867.7
0.0
2,651.22
274.72 2,925.94 1
3,137.3
0.0
4,957.76
261.91 6,219.67 1
3,557.3
0.0
4,301.84
247.32 4,549.16 1
4,160.0
0.0
4,103.80
230.18 4,333.99 1
SEMAAN ENGINEERING SOLUTIONS
1047 N.2041h Avenue
Elkhorn, NE 68022
Phone: 402-289-1888
Fax: 402-289-1861
Gh : 1.13
Site Number: SE03XC104
Location: 3021676 - 1-5 & 18, Federal
Way, WA
Section Forces
3 60.00 18.45 28.18 111.22 0.00 0.50 1.90 0.85 1.00 0.70 101.53 5.00 0.00
2 30.00 16.38 26.97 111.22 0.00 0.43 2.00 0.85 1.00 0.67 96.97 5.00 0.00
1 10.00 16.38 32.45 118.32 0.00 0.42 2.03 0.85 1.00 0.66 105.62 5.00 0.00
LoadCase Normal Ice
Allow Stress Inc:
1.333
Dead LF:
1.000
Wind LF:
1.000
Total
Total
Ice
Wind
Flat
Round
Round
Sect Height
Area
Area
Area
Seq (ft) qz
(sqft)
(sqft)
(sqft)
8 145.0 18.76
8.43
25.58
10.89
7 130.0 18.18
16.53
85.09
32.34
6 110.0 17.33
18.54
159.23
56.78
5 90.00 16.37
19.90
160.09
55.97
4 70.00 15.23
22.09
164.52
56.84
3 50.00 13.84
28.18
168.95
57.73
2 30.00 12.29
26.97
167.51
66.28
1 10.00 12.29
32.45
175.18
56.87
= 2QzGhAg Controls
LoadCase 60 de-q Ice
Allow Stress Inc: 1.333
Dead LF: 1.000
Wind LF: 1.000
69.28 mph Wind Normal To Face with Ice
Eff Linear
Sol Area Area
Ratio Cf Df Dr Rr (sqft) (sqft)
0.50
1.90 1.00 1.00 0.70
26.25
2.50
0.74
1.79 1.00 1.00 0.86
89.11
5.00
1.00
2.101.00 1.00 1.00
177.78
5.00
0.91
1.94 1.00 1.00 0.99
178.97
5.00
0.78
1.80 1.00 1.00 0.88
167.17
5.00
0.71
1.78 1.00 1.00 0.83
167.67
5.00
0.61
1.80 1.00 1.00 0.76
154.20
5.00
0.58
1.82 1.00 1.00 0.74
162.06
5.00
Copyright Semaan Engineering Solutions, Inc
`t' 10/21/2005 11:43:58 AM
X
71/
4,731.0
0.0 4,033.20 209.08 4,242.29 1
5,023.3
0.0 3,604.36 185.68 3,790.04 1
5,669.4
0.0 3,976.13 185.68 4,161.81 1
28,920.9
0.0 30,386.13
Ice
Linear
Total
Struct
Linear Total
Area
Weight
Weight
Force
Force Force
Eff
(sqft)
(lb)
Ice (lb)
(lb)
(lb) (lb)
Face
0.83
1,319.1
544.2
1,061.30
127.53 1,188.83
1
1.67
3,295.8
1,428.1
3,277.82
247.23 3,525.05
1
1.67
5,705.0
2,567.7
7,333.03
235.71 6,158.74
1
1.67
6,389.2
2,832.0
6,441.70
222.57 6,664.27
1
1.67
7,334.5
3,174.5
5,205.27
207.15 5,412.42
1
1.67
8,298.2
3,567.2
4,668.23
188.16 4,856.40
1
1.67
8,646.4
3,623.1
3,861.45
167.10 4,028.55
1
1.67
9,428.0
3,758.7
4,107.06
167.10 4,274.17
1
50,316.2 21,395.4
36,108.43
69.28 mph Wind at 60 deg From Face with Ice
Total
Total
Ice
Wind
Flat
Round
Round
Eff
Linear
Sect Height
Area
Area
Area
Sol
Area
Area
Seq (ft) qz
(sqft)
(sqft)
(sqft)
Ratio
Cf Df Dr Rr (sqft)
(sqft)
8 145.0 18.76
8.43
25.58
10.89
0.50
1.90 0.80 1.00 0.70 24.67
2.50
7 130.0 18.18
16.63
85.09
32.34
0.74
1.79 0.80 1.00 0.85 85.80
5.00
6 110.0 17.33
18.54
159.23
66.78
1.00
2.10 0.80 1.00 1.00 174.07
5.00
5 90.00 16.37
19.90
160.09
55.97
0.91
1.94 0.80 1.00 0.99 174.99
5.00
4 70.00 15.23
22.09
164.52
56.84
0.78
1.80 0.80 1.00 0.88 162.75
5.00
3 50.00 13.84
28.18
168.95
57.73
0.71
1.78 0.80 1.00 0.83 161.94
5.00
2 30.00 12.29
26.97
167.51
56.28
0.61
1.80 0.80 1.00 0.76 148.81
5.00
1 10.00 12.29
32.45
175.18
56.87
0.58
1.82 0.80 1.00 0.74 155.57
5.00
' = 2QzGhAg Controls
Ice
Linear
Total
Struct
Linear Total
Area
Weight
Weight
Force
Force Force
Eff
(sqft)
(lb)
Ice (lb)
(lb)
(lb) (lb)
Face
0.83
1,319.1
644.2
993.14
127.53 1,120.68
1
1.67
3,295.8
1,428.1
3,166.17
247.23 3,403.40
1
1.67
5,705.0
2,567.7
7,180.06
235.71 6,158.74
1 *"
1.67
6,389.2
2,832.0
6,298.44
222.67 6,521.01
1
1.67
7,334.5
3,174.5
5,067.70
207.15 5,274.85
1
1.67
8,298.2
3,567.2
4,511.23
188.16 4,699.40
1
1.67
8,546.4
3,623.1
3,726.39
167.10 3,893.49
1
1.67
9,428.0
3,768.7
3,942.60
167.10 4,109.70
1
50,316.2 21,396.4
35,181.27
Page 2
SEMAAN ENGINEERING SOLUTIONS
1047 N.2041h Avenue
Elkhorn, NE 68022
Phone: 402-289-1888
Fax: 402-289-1861
Gh : 1.13
LoadCase 90 den Ice
Allow Stress Inc: 1.333
Dead LF: 1.000
Wind LF: 1.000
Total
Wind
Flat
Sect Height
Area
Seq (ft) qz
(sqft)
8 145.0 18.76
8.43
7 130.0 18.18
16.53
6 110.0 17.33
18.54
5 90.00 16.37
19.90
4 70.00 15.23
22.09
3 60.00 13.84
28.18
2 30.00 12.29
26.97
1 10.00 12.29
32.46
** = 2QzGhAg Controls
Total Ice
Site Number: SE03XC104
Location: 3021676 -1-5 & 18, Federal
Way, WA
Section Forces
69.28 mph Wind at 90 deg From Face with Ice
Round
Round
Eff
Area
Area
Sol
Area
(sqft)
(sqft)
Ratio
Cf Df Dr Rr
(sqft)
25.58
10.89
0.50
1.90 0.86 1.00 0.70
24.99
86.09
32.34
0.74
1.79 0.85 1.00 0.86
86.63
159.23
66.78
1.00
2.10 0.85 1.00 1.00
174.99
160.09
55.97
0.91
1.94 0.85 1.00 0.99
176.98
164.62
56.84
0.78
1.80 0.85 1.00 0.88
163.86
168.96
57.73
0.71
1.78 0.85 1.00 0.83
163.35
167.51
56.28
0.61
1.80 0.85 1.00 0.76
150.16
176.18
56.87
0.58
1.82 0.85 1.00 0.74
157.19
Copyrght Semaan Enpneenng Solutions, Inc
'`F' 10/21/2005 11:43:58 AM
Z/J X
Ice
Linear
Linear
Total
Struct
Linear Total
Area
Area
Weight
Weight
Force
Force Force
Eff
(sqft)
(sqft)
(lb)
Ice (lb)
(lb)
(lb) (lb)
Face
2.50
0.83
1,319.1
544.2
1,010.18
127.53 1,137.72
1
5.00
1.67
3,295.8
1,428.1
3,186.58
247.23 3,433.82
1
5.00
1.67
5,706.0
2,567.7
7,218.30
235.71 6,158.74
1 *•
5.00
1.67
6,389.2
2,832.0
6,334.25
222.57 6,566.83
1
5.00
1.67
7,334.5
3,174.5
5,102.09
207.15 5,309.25
1
5.00
1.67
8,298.2
3,667.2
4,550.48
188.16 4,738.66
1
6.00
1.67
8,546.4
3,523.1
3,760.16
167.10 3,927.26
1
5.00
1.67
9,428.0
3,758.7
3,983.71
167.10 4,160.82
1
50,316.2 21,395.4
35,413.06
Page 3
SEMAAN ENGINEERING SOLUTIONS
1047 N.204'h Avenue
Elkhorn, NE 68022
Phone: 402-289-1888
Fax: 402-289-1861
Discrete Appurtenance Properties
Attach
Elev
(ft)
150.0
150.0
134.0
134.0
134.0
123.0
123.0
123.0
111.5
111.5
90.00
90.00
70.00
70.00
70.00
70.00
Description
RR65-18-02DP
PCS Frames
PCS Frames
SP 9014-DIN
AP17-1900/063D
LGP 21401 TMA
PCS Frames
742 265
RR65-19-OODP
PCS Frames
PCS Frames
DB844H90
Kathrein 742 264
Allgon 7721
PCS Frames
Allgon 7780
Totals
Linear Appurtenance Properties
Elev
Elev
From
To
_(ft)
(tt)
Description
0.00
150.0
1 5/8" Coax
0.00
150.0
Climbing Ladder,
0.00
150.0
W/G Ladder
0.00
134.0
1 5/8" Coax
0.00
134.0
1 5/8" Coax
0.00
123.0
1 5/8" Coax
0.00
111.5
1 5/8" Coax
0.00
90.00
7/8" Coax
0.00
70.00
7/8" Coax
Qty
9
3
3
6
3
18
3
9
6
3
3
6
1
1
3
2
79
Site Number: SE03XC104
Location: 3021676 -1-5 & 18, Federal
Way, WA
Tower Loading
No Ice
Weight
CaAa
(lb)
(sf)
18.00
4.356
500.00
15.000
500.00
15.000
20.00
2.000
9.00
2.300
19.00
1.260
500.00
15.000
52.90
7.715
23.00
6.000
500.00
15.000
500.00
15.000
10.00
3.960
36.40
5.196
22.32
3.330
500.00
15.000
15.00
5.882
10413.82
Copynr7hI SemBan Engineering Sclullons, Inc
y 10/21/2005 11:43:58 AM
X
Ice
Distance
Vert
CaAa
Weight
CaAa
CaAa
From Face
X Angle
Ecc
Factor
(lb)
(sf)
Factor
(ft)
(deg)
(ft)
0.67
41.00
5.000
0.67
0.000
0.00
0.000
0.67
650.00
20.600
0.67
0.000
0.00
0.000
0.67
650.00
20.600
0.67
0.000
0.00
0.000
1.00
40.00
2.500
1.00
0.000
0.00
0.000
1.00
22.00
2.680
1.00
0.000
0.00
0.000
1.00
26.13
1.500
1.00
0.000
0.00
0.000
0.67
650.00
20.600
0.67
0.000
0.00
0.000
1.00
96.25
8.492
1.00
0.000
0.00
0.000
0.67
52.00
6.850
0.67
0.000
0.00
0.000
0.67
650.00
20.600
0.67
0.000
0.00
0.000
0.67
650.00
20.600
0.67
0.000
0.00
0.000
1.00
35.00
4.520
1.00
0.000
0.00
0.000
1.00
67.00
5.810
1.00
0.000
0.00
0.000
1.00
41.77
3.840
1.00
0.000
0.00
0.000
0.67
650.00
20.600
0.67
0.000
0.00
0.000
1.00
47.63
6.533
1.00
0.000
0.00
0.000
14437.62
Number of Appurtenances:
16
Width
Weight
Pct
Spread On
Bundling
Qty
(in)
(lb/ft)
In Wind
Faces
Arrangement
9
1.98
1.04
66.60
1
Separate
1
3.00
6.90
100.00
Lin App
Separate
3
3.00
6.00
100.00
1,2,3
Separate
3
1.98
1.04
0.00
1
Separate
6
1.98
1.04
100.00
1
Separate
30
1.98
1.04
50.00
1
Separate
12
1.98
1.04
100.00
2
Separate
6
1.11
0.52
100.00
2
Separate
18
1.11
0.52
100.00
3
Separate
Page 4
SEMAAN ENGINEERING SOLUTIONS
1047 N.2041h Avenue
Elkhorn, NE 68022
Phone: 402-289-1888
Fax:402-289-1861
Site Number: SE03XC104
Location: 3021676 - 1-5 & 18, Federal
Way, WA
Fore/Stress Summary
Copyright Semaan Engineering SP1111ion.4, inc
Y 10/21/2005 11:43:58 AM
K
Section: 1 13NH
Bot Elev (ft): 0.00
Height (ft): 20.000
Member
Shear
Bear
Force
Len Bracing %
Fa Cap Num
Num
Cap
Cap
Use
Max Compression Member
(kip) Load Case
(ft) X
Y Z KUR
(ksi) (kip) Bolts
Holes
(kip)
(kip)
% Controls
LEG PSP - ROHN 8 EHS
-252.00 Normal Ice
10.02 100
100 100 0.0
0.0 335.86 0
0
0.00
0.00
75 User Input
HORIZ
0.00
0.000 0
0 0 0.0
0.0 0.00 0
0
0.00
0.00
0
DIAG SAE - 4X4X0.25
-9.91 90 deg Ice
20.14 50
75 50 0.0
0.0 12.19 1
1
0.00
17.40
81 User Input
Force
Fy Cap Num
Num
Shear
Bear
Use
Max Tension Member
(Kip) Load Case
(ksi) (kip) Bolts
Holes
Cap (kip)
Cap (kip)
% Controls
LEG PSP - ROHN 8 EHS
205.15 60 deg Ice
50 335.86 0
0
0.00
0.00
61 User Input
HORIZ
0.00
0 0.00 0
0
0.00
0.00
0
DIAG SAE - 4X4X0.25
9.93 90 deg Ice
36 12.19 1
1
0.00
17.40
81 User Input
Section: 2 12NH Bot Elev (ft): 20.00 Height (ft): 20.000
Member
Shear Bear
Force
Len
Bracing %
Fa
Cap Num
Num
Cap
Cap
Use
Max Compression Member
(kip) Load Case
(ft)
X Y Z
KUR
(ksi)
(kip) Bolts
Holes
(kip)
(kip)
% Controls
LEG PX - 6" DIA PIPE
-218.22 Normal Ice
10.02
100 100 100
0.0
0.0
268.66 0
0
0.00
0.00
81 User Input
HORIZ
0.00
0.000
0 0 0
0.0
0.0
0.00 0
0
0.00
0.00
0
DIAG SAE - 3.5X3.5X0.25
-9.53 90 deg Ice
18.38
50 75 50
0.0
0.0
12.19 1
1
0.00
17.40
78 User Input
Max Tension Member
LEG PX - 6" DIA PIPE
HORIZ
DIAG SAE - 3.5X3.5X0.25
Force
(KIP) Load Case
177.47 60 deg Ice
0.00
9.40 90 deg Ice
Fy Cap Num
Num
Shear
Bear Use
(ksi) (kip) Bolts
Holes
Cap (kip)
Cap (kip) % Controls
50 268.66 0
0
0.00
0.00 66 Userinput
0 0.00 0
0
0.00
0.00 0
36 12.19 1
1
0.00
17.40 77 Userinput
Section: 3 11 N-7-2 Bot Elev (ft): 40.00 Height (ft): 20.000
Member
Shear Bear
Force
Len
Bracing %
Fa Cap Num
Num
Cap Cap
Use
Max Compression Member
(kip) Load Case
(ft)
X Y Z
KUR
(ksi) (kip) Bolts Holes
(kip) (kip)
% Controls
LEG PSP - ROHN 6 EHS
-183.38 Normal Ice
6.68
100 100 100
0.0
0.0 238.82 0
0
0.00 0.00
76 User Input
HORIZ
0.00
0.000
0 0 0
0.0
0.0 0.00 0
0
0.00 0.00
0
DIAG SAE - 3X3X0.25
-8.53 90 deg Ice
15.45
50 75 50
0.0
0.0 11.81 1
1
0.00 17.40
72 User Input
Force
Fy
Cap Num
Num
Shear Bear
Use
Max Tension Member
(KIP) Load Case
(ksi)
(kip) Bolts
Holes
Cap (kip) Cap (kip)
%
Controls
LEG PSP - ROHN 6 EHS
149.58 60 deg Ice
50 238.82 0
0
0.00 0.00
62
User Input
HORIZ
0.00
0 0.00 0
0
0.00 0.00
0
DIAG SAE - 3X3X0.25
8.57 90 deg Ice
36
11.81 1
1
0.00 17.40
72
User Input
Page 6
SEMAAN ENGINEERING SOLUTIONS
1047 N.2041h Avenue
Elkhorn, NE 68022
Phone: 402-289-1888
Fax: 402-289-1861
Site Number: SE03XC104
Location: 3021676 - 1-5 & 18, Federal
Way, WA
Force/Stress Summary
Copynght Semaan Engmesnng Sotu[lans, Inc
Y 10/21/2005 11:43.58 AM
X
7
Section: 4 1ON59
Bot Elev (ft): 60.00
Height (ft): 20.000
Member
Shear
Bear
Force
Len
Bracing %
Fa Cap Num
Num
Cap
Cap
Use
Max Compression Member
(kip) Load Case
(ft)
X
Y Z KUR
(ksi) (kip) Bolts
Holes
(kip)
(kip)
% Controls
LEG PX - 5" DIA PIPE
-142.29 Normal Ice
6.68
100
100 100 0.0
0.0 209.61 0
0
0.00
0.00
67 User Input
HORIZ
0.00
0.000
0
0 0 0.0
0.0 0.00 0
0
0.00
0.00
0
DIAG SAE - 2.5X2.5X0.25
-7.89 90 deg Ice
14.27
50
75 50 0.0
0.0 8.59 1
1
0.00
14.50
91 User Input
Force
Fy Cap Num
Num
Shear Bear Use
Max Tension Member
(KIP)
Load Case
(ksi) (kip) Bolts
Holes
Cap (kip) Cap (kip) %
Controls
LEG PX - 5" DIA PIPE
114.99
60 deg Ice
50 209.61 0
0
0.00 0.00 54
User Input
HORIZ
0.00
0 0.00 0
0
0.00 0.00 0
DIAG SAE - 2.5X2.5X0.25
7.78 90 deg Ice
36 8.59 1
1
0.00 14.50 90
User Input
Section: 5 9NH
Bot Elev (ft): 80.00 Height (ft): 20.000
Member
Shear Bear
Force
Len Bracing %
Fa Cap Num Num
Cap Cap Use
Max Compression Member
(kip)
Load Case
(ft) X Y Z
KUR
(ksi) (kip) Bolts Holes
(kip) (kip) % Controls
LEG PX - 4" DIA PIPE -99.79 Normal Ice 6.68 100 100 100 0.0 0.0 142.36 0 0 0.00 0.00 70 User Input
HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0
DIAG SAE - 2.5X2.5X0.25 -7.16 90 deg Ice 12.48 50 75 50 0.0 0.0 8.59 1 1 0.00 14.50 83 User Input
Force
Fy Cap Num
Num
Shear Bear
Use
Max Tension Member_
(KIP) Load Case
(ksi) (kip) Bolts
Holes
Cap (kip) Cap (kip)
%
Controls
LEG PX - 4" DIA PIPE
79.47 60 deg Ice
50 142.36 0
0
0.00 0.00
55
User Input
HORIZ
0.00
0 0.00 0
0
0.00 0.00
0
DIAG SAE - 2.5X2.5X0.25
6.97 90 deg Ice
36 8.59 1
1
0.00 14.50
81
User Input
Section: 6 8N
Bot Elev (ft): 100.0 Height (ft): 20.000
Member
Shear Bear
Force
Len Bracing %
Fa Cap Num Num
Cap Cap
Use
Max Compression Member
(kip) Load Case
(ft) X Y Z
KUR
(ksi) (kip) Bolts Holes
(kip) (kip)
% Controls
LEG PX - 3-1/2" DIA PIPE
-61.58 Normal Ice
5.01 100 100 100
0.0
0.0 125.22 0
1
0.00 1,333,3
49 User Input
HORIZSAE - 2X2X0.125
-0.13 Normal No Ice
6.823 100 100 100
205.7
4.7 2.26 1
0
0.00 7.25
5 Member
DIAG SAE - 2X2X0.25
-5.10 90 deg Ice
9.949 50 75 50
0.0
0.0 8.59 1
1
0.00 14.50
59 User Input
Force
Fy Cap Num
Num
Shear Bear
Use
Max Tension Member
(Kip) Load Case
(ksi) (kip) Bolts
Holes
Cap (kip) Cap (kip)
%
Controls
LEG PX - 3-1/2" DIA PIPE
47.77 60 deg No Ice
50 125.22 0
1
0.00 1,333,300.
38
User Input
HORIZ SAE - 2X2X0.125
0.10 60 deg No Ice
36 13.82 1
0
0.00 7.25
1
Bolt Bear
DIAG SAE - 2X2X0.25
5.15 90 deg Ice
36 8.59 1
1
0.00 14.50
59
User Input
Page 6
SEMAAN ENGINEERING SOLUTIONS
1047 N.204th Avenue
Elkhorn, NE 68022
Phone: 402-289-1888
Fax: 402-289-1861
Section: 7 7N264
Max Compression Member
LEG PST - 3" DIA PIPE
HORIZ
DIAG SAE-1.75X1.75X0.18
Max Tension Member
LEG PST - 3" DIA PIPE
HORIZ
DIAG SAE - 1.75X1.75X0.18
Section: 8 7NB-10 FT
Max Compression Member
LEG PST - 2-1/2" DIA PIP
HORIZSAE - 1.75X1.75X0.18
DIAG SAE-1.75X1.75X0.18
Max Tension Member
LEG PST - 2-1/2" DIA PIP
HORIZ SAE-1.75X1.75X0.18
DIAG SAE - 1.75X1.75X0.18
Site Number: SE03XC104
Location: 3021676 -1-5 & 18, Federal
Way, WA
Force/Stress Summa
Bot Elev (ft): 120.0 Height (ft): 20.000
Force
(kip) Load Case
-25.56 Normal Ice
0.00
-4.02 90 deg No Ice
Copynghf Semsan Engineering Solurrons, Inc
`t' 10/21/2005 11:43:58 AM
X
711
Member
Shear Bear
.en
Bracing %
Fa
Cap Num
Num
Cap
Cap
Use
ft)
X Y Z
KL/R
(ksi)
(kip) Bolts
Holes
(kip)
(kip)
% Controls
4.00
100 100 100
0.0
0.0
78.02 0
0
0.00
0.00
32 User Input
0.000
0 0 0
0.0
0.0
0.00 0
0
0.00
0.00
0
7.909
50 75 50
0.0
0.0
6.80 1
1
0.00
10.87
59 User Input
Force
Fy Cap Num
Num
Shear
Bear
Use
(KIP) Load Case
(ksi) (kip) Bolts
Holes
Cap (kip)
Cap (kip)
%
Controls
17.92 60 deg No Ice
50 78.02 0
0
0.00
0.00
22
User Input
0.00
0 0.00 0
0
0.00
0.00
0
3.94 90 deg No Ice
36 6.80 1
1
0.00
10.87
57
User Input
Bot Elev (ft): 140.0 Height (ft): 10.000
Member
Shear Bear
Force
Len
Bracing %
Fa
Cap Num
Num
Cap
Cap
Use
(kip) Load Case
(ft)
X Y Z KUR
(ksi)
(kip) Bolts
Holes
(kip)
(kip)
% Controls
-4.14 Normal Ice
5.00
100 100 100 0.0
0.0
56.91 0
0
0.00
0.00
7 User Input
-0.37 60 deg No Ice
6.823
100 100 100 238.7
3.5
2.17 0
0
0.00
0.00
17 Member
-1.15 90 deg No Ice
8.459
50 75 50 0.0
0.0
6.80 1
1
0.00
10.87
16 User Input
Force
(KIP) Load Case
2.15 60 deg No Ice
0.39 Normal No Ice
1.17 90 deg No Ice
Fy
Cap Num
Num
Shear
Bear
(ksi)
(kip) Bolts
Holes
Cap (kip)
Cap (kip)
50
56.91 0
0
0.00
0.0C
36
17.86 0
0
0.00
0.0C
36
6.80 1
1
0.00
10.87
Use
% Controls
3 User Input
2 Member
17 User Input
Page 7
SEMAAN ENGINEERING SOLUTIONS
1047 N.204th Avenue
Elkhorn, NE 68022
Phone: 402-289-1888
Fax:402-289-1861
Site Number: SE03XC104
Location: 3021676 - 1-5 & 18, Federal
Way, WA
Support Forces Summary
FX
FY
FZ
Load Case
Node (kip)
(kip)
(kip)
90 deg Ice
lb
-21.80
-182.08
.10.76
1a
-19.99
225.24
9.75
1
-3.13
21.59
1.00
60 deg Ice
lb
-24.01
-212.61
-13.86
1a
-12.01
138.68
3.85
1
-2.67
138.68
-12.33
Normal Ice
lb
-11.27
-97.47
-9.72
la
11.27
-97.47
-9.72
1
0.00
259.69
-26.16
90 deg No Ice
lb
-18.12
-170.02
-8.77
la
-19.54
196.24
9.63
1
-2.89
13.11
-0.86
60 deg No Ice
lb
-20.01
-196.69
-11.55
la
-12.32
118.01
4.28
1
-2.46
118.01
-12.81
Normal No Ice
1b
-8.70
-96.11
-8.03
la
8.70
-95.11
-8.03
1
0.00
229.56
-25.60
Max Uplift:
212.61 (kip)
Moment:
3,915.68 (ft-kip) Normal Ice
Max Down:
259.69 (kip)
Total Down:
64.75 (kip)
Max Shear:
27.73 (kip)
Total Shear:
45.61 (kip)
Copyright Semeen EnglnmvM Soluliow Inc
Y 10/21/2005 11:43:69 AM
X
(-) = Uplift (+) = Down
Page 8
SEMAAN ENGINEERING SOLUTIONS
1047 N.204'h Avenue
Elkhorn, NE 68022
Phone: 402-289-1888
Fax:402-289-1861
Load Case
69.28 mph Wind Normal To Face with Ice
69.28 mph Wind at 60 deg From Face with Ice
69.28 mph Wind at 90 deg From Face with Ice
80.00 mph Wind Normal To Face with No Ice
80.00 mph Wind at 60 deg From Face with No Ice
80.00 mph Wind at 90 deg From Face with No Ice
Site Number: SE03XC104
Location: 3021676 -1-5 & 18, Federal
Way, WA
Deflections and Rotations
Ccpynght Semaan Engineering Solutions, Inc
Y 10/21/2005 11:43:59 AM
X
Elevation
Deflection
Twist
Sway
(ft)
(ft)
(deg)
(deg)
73.33
0.2510
0.0152
0.3869
86.67
0.3487
0.0167
0.4591
110.00
0.5622
0.0164
0.5830
124.00
0.7121
0.0152
0.6618
132.00
0.8035
0.0148
0.6624
150.00
1.0129
0.0142
0.6736
73.33
0.2485
0.0149
0.3815
86.67
0.3451
0.0163
0.4525
110.00
0.5549
0.0160
0.5743
124.00
0.7023
0.0148
0.6408
132.00
0.7922
0.0144
0.6524
150.00
0.9984
0.0138
0.6623
73.33
0.2490
0.0087
0.3828
86.67
0.3459
0.0095
0.4547
110.00
0.5566
0.0093
0.5765
124.00
0.7046
0.0086
0.6421
132.00
0.7949
0.0084
0.6552
150.00
1.0018
0.0081
0.6670
73.33
0.2281
0.0132
0.3533
86.67
0.3180
0.0144
0.4221
110.00
0.5165
0.0136
0.6449
124.00
0.6562
0.0123
0.6135
132.00
0.7423
0.0120
0.6246
160.00
0.9400
0.0116
0.6364
73.33
0.2216
0.0127
0.3433
86.67
0.3090
0.0138
0.4102
110.00
0.6011
0.0129
0.5294
124.00
0.6376
0.0116
0.5953
132.00
0.7211
0.0113
0.6067
160.00
0.9131
0.0109
0.6176
73.33
0.2230
0.0074
0.3458
86.67
0.3109
0.0081
0.4137
110.00
0.5046
0.0076
0.5332
124.00
0.6422
0.0068
0.5981
132.00
0.7263
0.0067
0.6117
150.00
0.9197
0.0065
0.6241
0.0000
0.0000
0.0000
Page 9
VICINITY MAP
S 3481h :, - 1 I.—CME
.
;!
s rn •...
SITE LOCATION K
ve +
35fith Si _ j t
rr
mfl
A2]OEYN.,i,ti•
DRIVING DIRECTIONS
c'ingular
WIRELESS
ENCHANTED PKWY
1741 S 356th ST
FEDERAL WAY, WA 98003
SIC 1808 (WA109)
GENERAL LOCATION MAP
....SITE L00AT0 .,L,.
Y tl �I
Y V
r
... .M. .
yi
la, 1w
'�1� ram i_a ►�.ne, ,
e�
o�wsraaa:•r"�
STARTING FROM 16221 NE 72nd WAY, REDMOND, TURN RIGHT ON 164th AVENUE NE. TURN RIGHT ON BEAR CREEK PKY. TURN LEFT ON LEARY WAY NE, TAKE
RAMP ONTO WA-520 WEST TOWARDS SEATTLE. TAKE THE 1-405 SOUTH EXIT TOWARDS RENTON, 1-405 SOUTH BECOMES WA-518 WEST. TAKE THE 15 SOUTH
EXIT TOWARDS PORTLAND. TAKE EXIT #142B ONTO WA-18 WEST TOWARDS PUYALLUP, TURN LEFT ON ENCHANTED PKWY S. TURN LEFT ON S 356th ST.
ARRIVE AT 1741 S 356th ST ON THE RIGHT.
N
APPROVAUSIGN OFF OF CONSTRUCTION DRAWINGS
CONSULTANT GROUP SIGN OFF
DATE
SIGNATURE
CINGULAR SIGN OFF
DATE
SIGNATURE
CONSTRUCTION COORDINATOR
RF ENGINEER
LANDLORD'S REPRESENTATIVE
INTERCONNECT
PROJECT MANAGER
OPERATIONS
SITE ACQUISITION
COMPLIANCE
ZONING
CONSTRUCTION MANAGER
REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO
EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED
PROJECT INFORMATION
APPLICANT:
NEW CINGULAR WIRELESS LLC
16221 NE 72nd WAY
REDMOND TOWN CENTER, BUILDING #3
P.O. BOX 97061
REDMOND, WA98052
PROJECT ENGINEER:
CORNERSTONE ENGINEERING INC
14201 NE 200th ST SUITE 200
WOODINVILLE, WA 98072
OFFICE: (425) 487-1732
CONTACT: MARK OLSON, P.E.
CODE INFORMATION:
ZONING CLASSIFICATION:
BC
BUILDING CODE:
2003 IBC
CONSTRUCTION TYPE:
TELECOMMUNICATIONS
OCCUPANCY:
UNOCCUPIED
JURISDICTION:
CITY OF FEDERAL WAY
PROPOSED BUILDING USE:
UNMANNED TELECOM
SITELOCATION: (BASED ON NAD 831
LATITUDE: 47' 16' 57" N
LONGITUDE: 122' 18' 39.7" W
TOP OF STRUCTURE AGL: 148.00'
BASE OF STRUCTURE: 0.0' (ASSUMED)
PROJECT AREA:
208 S.F. EQUIPMENT AREA
2,120 t S.F. ENTIRE COMPOUND
PROJECT CONSULTANTS:
LUCENT TECHNOLOGIES
10735 WILLOWS ROAD, SUITE200
REDMOND, WA98052
CONTACT: NORRIS BACHO, MUP, PHC
PHONE: (206) 227-4443
PROPERTY OWNER:
RL TRUCKING
1741 S 356th STREET
FEDERAL WAY, WA 98003
CONTACT: RUSS LLOYD
PHONE: (206) 661-6967
TOWER OWNER:
GLOBAL SIGNAL
301 N CATTLEMAN RD, 31d FLOOR
SARASOTA, FL 34232
CONSTRUCTION MANAGER:
CONTACT: BRAD HEWSON
PHONE: (509) 342-4152
SITE AQUISITION:
CONTACT: PAUL WOZNIAK
PHONE: (206) 793.1077
ZONING AGENT:
CONTACT: PAUL WOZNIAK
PHONE: (206) 793-1077 -�
PARCEL NUMBER(S):
2821049178E
AREA OF PARCEL:
1.31 ACRES
57,055 S.F.
NEW IMPERVIOUS AREA-
0 S.F.
GENERAL INFORMATION:
1. PARKING REQUIREMENTS ARE UNCHANGED.
2. TRAFFIC IS UNAFFECTED.
3. SIGNAGE IS PROPOSED.
4. NO ADDITIONAL IMPERVIOUS AREA IS PROPOSED.
PROJECT DESCRIPTION:
THIS PROPOSAL IS FOR THE MODIFICATION OF AN EXISTING UNMANNED
TELECOMMUNICATIONS FACILITY, CONSISTING OF REMOVAUREPLACING OF (E)
ANTENNAS WITH NEW AND THE ADDITION OF NEW EQUIPMENT CABINETS WITHIN
EXISTING 200' LEASE SPACE.
PROPRIETARY INFORMATION
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION
DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES TO CINGULAR
WIRELESS, LLC. SERVICES IS STRICTLY PROHIBITED.
Dept. of Community Development
City of Federal Way
33325 8th Avenue S.
PO Box 9718
Federal Way, WA 9WW-9718
4 "-!/ tI
PLANNING
APPROVED
A, �,fj
nobs l
DRAWING INDEk
DWG.
NO.
DESCRIPTION
T-1
TITLE SHEET
G-1
GENERALNOTES
A-1
SITE PLAN
A-2
COMPOUND PLAN
A3
EAST ELEVATION
A-4
EQUIPMENTSPECS
T
CONSTRUCTION DETAILS 1
A-5.1
A-7
ANTENNA SWEEP TEST & COAX MARKING
E-1
ELECTRICAL DETAILS
E-2
GROUNDING DETAILS
jCUEWjZ-&QIjE-I IMF DIAGRAM
8-1
SHELTER PLAN
1
LEGAL DESCRIPTION
282104 178 BEG NXN N LN SW 114 OF NW 1/4 & ELY MGN ST
HWY 5D TH E 275 FT TO PT A TH E 201.31 FT TH S 00-09-00 W
255 FT TH S 89-36-00 W 201 FT TO PT S 00-24-00 E FIR PT A TH N
00-24-00 W 225 FT TO PT 30 FT S FIR PT A TH S 8936-00 W TO
ELY MGN ST HWY TH NLY ALG SD ELY MGN TO TPOB - LESS
POR AS PER SC 96-2-08664-9KNT
NC
®
B 0
0>
oc
Cc
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F -1
Cm
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7
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C6LU
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14201 NE 200th ST, SUITE 200
WOODINVILLE, WA 98072
PH: 425.487.1732 FAX 425.487.1734
START DATE: 09I20M
DRAWN BY: JRF
CHECKED BY: Mw0
1 Dare I MzcwT x I0m it
SITE
SC1808 (WA109)
ENCHANTED PKWY
1741 S 356th ST
FEDERAL WAY, WA 98003
FA
GENERAL NOTES:
1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS
IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED ONLY, UNLESS NOTED OTHERWISE. THE
GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT,
LABOR AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE
DRAWINGS AND OWNER'S PROJECT MANUAL.
2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THAT REQUIRE
MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE SUBMITTED TO AND
APPROVED BY, CINGULAR REPRESENTATIVE PRIOR TO START OF WORK
3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE
THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS SHALL VISIT
THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD
CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO
PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING.
4. THE ARCHITECTS/ENGINEER HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND
CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE
NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR
SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND
IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR
RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECTIENGINEER OF ANY CONFLICTS, ERROR, OR
OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE
CONTRACTOR SHALL PRICE THE MORE EXTENSIVE WORK; UNLESS DIRECTED OTHERWISE.
5. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION
PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION
DRAWINGS/CONTRACT DOCUMENTS.
6. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT
DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES, SAFETY, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF
THE WORK UNDER THE CONTRACT.
7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO
MANUFACTURER'SNENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR
ORDINANCES TAKE PRECEDENCE.
8. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE
WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES
AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC
AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL
CODES BEARING ON THE PERFORMANCE OF THE WORK
9. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION
DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH THE PROJECT. THIS SET IS AVALID
CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK "FOR CONSTRUCTION" AND EACH
SUCCESSIVE SHEET BEARS THE ENGINEER'S SIGNED WET STAMP.
10. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW, UNLESS OTHERWISE NOTED. ALLWORK
SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. THE CONTRACTOR SHALL
REPAIR OR REPLACE AT HIS EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR
WORKMANSHIP WITHIN SAID PERIOD OF TIME OR FOR ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE
ENTIRE PROJECT, WHICHEVER IS GREATER.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND REMOVE ALL DEBRIS
FROM THE CONSTRUCTION SITE. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL
THOROUGHLY CLEAN THE BUILDING, SITE, AND ANY OTHER SURROUNDING AREAS TO A BETTER THAN NEW
CONDITION.
12• THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING
CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE CODES,
STANDARDS, AND GOOD CONSTRUCTION PRACTICES.
13. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND
REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE
CONSULTANT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND THE
PROJECT. THE ATE REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE
REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT
THE CONTRACTOR'S EXPENSE.
15. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE
CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE
SHALL HAVE A SMOOTH TRANSITION.
16. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING, OR OTHER CONSTRUCTION AS
REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, ELECTRICAL, OR STRUCTURAL
MODIFICATIONS. WHERE THE EXISTING CONSTRUCTION DOORS, PARTITIONS, CEILING, ETC., ARE TO BE
REMOVED, MODIFIED, OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL,
SYSTEMS ARE ADDED OR MODIFIED, THE GENERAL CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL
EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS. WHERE CONCRETE
MASONRY CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO
MATCH THE EXISTING BOND. WHERE CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL
VERIFY THE EXACT DETAILS TO BE USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE
GENERAL CONTRACT.
17• TOWER FOUNDATION STRUCTURAL STEEL TO BE GROUNDED PRIOR TO CONCRETE POUR TOWER
FOUNDATION STRUCTURAL STEEL TO BE CONNECTED TO PERMANENT GROUND ROD PRIOR TO TOWER
ERECTION. TOWER GROUND MUST BE MAINTAINED AT ALL TIMES.
GENERAL iv DTES CONTINUED:
18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR COMMERCIAL POWER
IMMEDIATELY UPON AWARD OF CONTRACT. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP ALL
DOCUMENTATION ACKNOWLEDGING APPLICATION FOR POWER WITH THE POWER COMPANY.
19. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED DATE OF
COMPLETION OF THE POWER CONNECTION FROM THE POWER COMPANY.
20. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY CINGULAR'S REQUIRED
DATE, THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN ATEMPORARY GENERATOR UNTIL THE
POWER COMPANY CONNECTION IS COMPLETED. COSTS ASSOCIATED WITH THE TEMPORARY GENERATOR
TO BE APPROVED BY THE CINGULAR REPRESENTATIVE.
21. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS,
THEN IT IS THE CONTRACTOR'S AND THE SUBCONTRACTOR'S RESPONSIBILITY TO PROVIDE THE
CONSULTANT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH
THE WORK. IN ADDITION THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR
PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FORTHE PROPOSED
CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE
RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING
AUTHORITIES DURING THE EXECUTION OF THE WORK
22. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR
2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION.
23. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING
NORMAL BUSINESS.
24. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHAL APPROVED
MATERIALS AS APPLICABLE TO THIS FACILITY AND OR PROJECT SITE.
25. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES, SCHEDULING, COORDINATING SPECIAL AND
BUILDING DEPARTMENT INSPECTIONS.
26. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND UTILIZING ORIGINAL ROOFING CONTRACTOR
AS REQUIRED TO MAINTAIN ANY EXISTING ROOFING WARRANTY.
27. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS ETC ARE INDICATED AS PROPOSED LOCATION ONLY
CONFIRM THE EXACT LOCATION AND ROUTING WITH THE ON SITE CINGULAR CONSTRUCTION MANAGER
PRIOR TO STARTING WORK.
SITEWORK NOTES:
1- ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN THE SPECIFICATION
PROJECT SUMMARY.
2. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND
DISPOSED OF LEGALLY.
3, THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCS EQUIPMENT,
TOWER AREAS, AND ADJACENT BUILDINGS.
4. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW
OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.
5. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE
CRUSHED STONE APPLICATION.
6. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE
WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE
WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE
CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL
PROVIDE SAFETY TRAINING FOR THE WORKING CREW.
7. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE
EXECUTION OF THE WORK, SHALL BE REMOVED AND SHALL BE CAPED, PLUGGED OR OTHERWISE
DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO
THE APPROVAL OF ENGINEERING.
8• THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE
BUILDING, DRIVEWAY OR CRUSHED STONE, SHALL BE GRADED TO A UNIFORM SLOPE, FERTILIZED, SEEDED,
AND COVERED WITH MULCH AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK.
CONCRETE NOTES:
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318 AND THE SPECIFICATION
CAST -IN -PLACE CONCRETE.
2• ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS UNLESS NOTED
OTHERWISE.
3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED
OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNO.
4• THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS
SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH........3 IN.
CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER .........................I IN.
#5 AND SMALLER & WWF .........1112IN.
ABBREVIATIONS:
AFF
ABOVE FINISHED FLOOR
JT
JOINT
AFG
ABOVE FINISHED GRADE
LAM
LAMINATED
AFS
ABOVE FINISHED SLAB
LF
LINEAL FOOT
ALUM
ALUMINUM
MANUF
MANUFACTURER
AB
ANCHOR BOLT
MAX
MAXIMUM
I_
ANGLE
MECH
MECHANICAL
ARCH
ARCHITECTURAL
MH
MANHOLE
BTS
BASE TRANSMISSION SYSTEM
MM
MILLIMETER
BLDG
BUILDING
MIN
MINIMUM
BM
BEAM
MISC
MISCELLANEOUS
BOT
BOTTOM
MPH
MILES PER HOUR
B.O.
BOTTOM OF
MTL
METAL
BOC
BOTTOM OF CONCRETE
NIC
NOT IN CONTRACT
BOS
BOTTOM OF STEEL
NOM
NOMINAL
CJ
CONTROLJOINT
NTS
NOT TO SCALE
q
CENTER LINE
OC
ON CENTER
CLG
CEILING
OD
OUTSIDE DIAMETER
CLR
CLEAR
OH
OVERHEAD
CMU
CONCRETE MASONRY UNIT
OPNG
OPENING
COL
COLUMN
OPP
OPPOSITE
CONC
CONCRETE
PCs
PERSONAL COMMUNICATION SYSTEM
CONST
CONSTRUCTION
R
PLATE
CONT
CONTINUOUS
PR
PAIR
CTR
CENTER
PSI
POUNDS PER SQUARE INCH
DIA/0
DIAMETER
PSF
POUNDS PER SQUARE FOOT
DTL
DETAIL
PT
PRESSURE TREATED
(E)
EXISTING
RAID
RADIUS
EA
EACH
RD
ROOF DRAIN
EJ
EXPANSION JOINT
REINF
REINFORCED/REINFORCING
ELEC
ELECTRICIELECTRICAL
REQ'D
REQUIRED
EL
ELEVATION
RM
ROOM
EQ
EQUAL
R/W
RIGHT OF WAY
EW
EACH WAY
SCHED
SCHEDULE
EXP
EXPANSION
SECT
SECTION
EXT
EXTERIOR
SF
SQUARE FOOT
FD
FLOOR DRAIN
SIM
SIMILAR
FIN
FINISH
SQ FT
SQUARE FOOT
FIN FLR
FINISH FLOOR
SS
STAINLESS STEEL
FUR
FLOOR
STD
STANDARD
FTG
FOOTING
STL
STEEL
GA
GAUGE
STRUC
STRUCTURAL
GALV
GALVANIZED
TEMP
TEMPORARY
GYP
GYPSUM
THK
THICK
GB
GYPSUM BOARD
T.O.
TOP OF
HIM
HOLLOW METAL
TOS
TOP OF STEEL
HOR
HORIZONTAL
TOC
TOP OF CONCRETE
HR
HOUR
TYP
TYPICAL
HT
HEIGHT
UNO
UNLESS NOTED OTHERWISE
HVAC
HEATING VENTILATION AIR CONDITIONING
VERT
VERTICAL
INSUL
INSULATION
WI
WITH
INT
INTERIOR
WWM
WELDED WIRE MESH
LEGEND AND SYMBOLS:
CHAINLINK FENCE x x x
CEDAR FENCE o 0 0
POWER P P
TELCO T T T
POWER/TELCO -TIP TIP TIP - T/P
COAX COAX Coax COAX OVERHEAD POWER OH OH OH OH
CENTERLINE - -
REVISION BUG Q
DETAIL NUMBER
ELEVATION VIEW BUG >: SHEET NUMBER
STOP OF ...
ELEVATION �i_On
DETAIL BUG � DETAIL NUMBER
SHEET NUMBER
SECTION BUG
DETAIL NUMBER
SHEET NUMBER
ow
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001m
_0
0c
Cc
Ul
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F J
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to
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W
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W
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14201 NE 200th ST, SUITE 200
WOODINVILLE, WA 98072
PH: 425.487.1732 FAX-425AS7.1734
START DATE:
0912010
DRAWN BY:
JRF
CHECKED BY:
Mwo
REVISIONS I
I EXPIRES 02715m 1
SITE
Sell BOB (WA109)
ENCHANTED PKWY
1741 S 356tyh SST
T�TITLE
,
E L NoTES
1
l
i
1
I
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1 r
r
l
1 I
DIRT
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SITE ACCESS
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S89" 07' 08" W `
- - PROPERTY L1HE 252_09'
1 589" 0T O6" E
1-- EDGE OF ROAD
1 (TYP)
r
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(E) 1
BUILDING
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1 57,055 SOFT.
1 1li 1.31 ACRES
1 ' ZONING
BC
TL# 1
1 1 2821049077
BUILDING
w •rat Nil -
NOTE:
,
s 1
� 1
t ,
NOT A SITE SURVEY = MI
NO ADDITIONAL LANDSCAPING "••O�Si'
INCLUDED IN THIS PROJECT 1
SITE PLAN
22x34 SCALE: 1" = 30'-0" 111x17 SCALE: 1" = 60'-0"
ZONING
BC
TL#
2821049069
GRAVEL
PARKING LOT
PROPERTY LINE 200.48'
RL TRUCKIN
BUILDING
(E) TREE
(NP)
BUILDING
A* R
PLAN
NORTH
30, 15, 0 30, 0%w
1
E D.
ORNERSfC)o Ei ry c
14201 NE 200th ST, SUITE 200
WOODINVILLE, WA 98072
PH:425.487.1732 FAX:425AB7.1734
START DATE: 09120m5
DRAWN BY:
CHECKED BY: Mwo
I REVISIONS I
104-14-20061 1 BHRTUtRf MON 1 US I
SITE
SC1 808 (WA109) )LFENCHANTED PKWY
1741 S 356th ST
o WA
�y
5 E} T� TITLE
1 R i I} N
IL
W
i
i
)
1
I (E) CHAINLINK FENCE
I W/ BARBED WIRE
I
I
I
I
(E) SPRINT CONCRETE SLAB
FUTURE NOKIA 1
ULTRASITE CABINET q11
PROPOSED e
CABLE LADDER 5.
f
16'-0"
RELOCATE
(E) ERICSSON
CABINET WITHIN
PROPOSED
SHELTER —
-�tlit1RE \ \
NOKIA \ \
CABINET \ \
I \
FUTURE
NOKIA \
CABINET \ _
� � I
/ T
y--
/
/ •i I / 111
1 --
(E) 6'-0" HIGH ICE BRIDGE
W/ (4) 7/8" COAX (E) —••
HINGED ACCESS PANEL
FOR UMTS CABINET
3 PROPOSED A� 6'-O" HIGH ICE
BRIDGE WI (18) 1 5/8" COAX (N)
(E) 148'-0" HIGH
LATTICE TOWER
ENLARGED COMPOUND PLAN
22x34 SCALE: T4" = 1'-0 111x17 SCALE: 3/8" =1'-0"
O -u
m
WUm
ER
w
L FUTURE NOKIA
ULTRASITE CAE
FUTURE 6
POWER CABINET q-0
PROPOSED OPENING
FOR (E) UMTS COAX
AND (N) COAX
PROPOSED e4
COAX H-FRAME A�
RELOCATE(E)LUCENT
UMTS CABINET WITHIN
PROPOSED SHELTER
PROPOSED OPENING
FOR (E) SPRINT
ICE BRIDGE
O
m
V
RELOCATE
(E) DUPLEXER
BACKBOARD
INSIDE SHELTER
PROPOSED
100 AMP 2P
SUB PANEL
RUN TO POWER
CABINET
(E) SPRINT COMPOUND
(E) 9'-9" HIGH
ICE BRIDGE
W/ (6) 1 518" COAX (E) (E) CINGULP
(E) ICE BRID
PROPOSED
NEMA 3R TELCO
ENCLOSURE
(E) CABLE TRAY
MODIFIED TO FIT WITHIN
PROPOSED SHELTER
PROPOSED OPENING FOR
(E) SPRINT ICE BRIDGE
(E) 2'-5" HIGH ICE
BRIDGE (BELOW)
W/ (6) 1S/8" COAX (E)
(E) UTILITY F
(E) CINGULAI
COMPOUND
1
i
........................ ..
PLAN
NORTH BUILDING
I a ,
2 COMPOUND PLAN
22x34 SCALE: 1 /4" = 1'-0" 111x17 SCALE: 1/8" =1'-("
U)
to
W
J
W
of
V
K
polar uRr paa e
14201 NE 200th ST, SUITE 200
WOODINVILLE, WA 98072
PH:425.487.1732 FAX:425.487.1734
START DATE: oeao os
DRAWN BY: JRF
(E) 148'-0" HIGH
LATTICE TOWER CHECKED BY: mwo
(E) CHAINLINK
FENCE
I'
I
I'
. 1
LPLAN
ORTH
8' 4 101 9
REVISIONS
RATE DMMIPTK MAL
05Z ion A PFELNImw Mpg m
11.9D2005 0 BLDGPERMff Wa
EXPIRES 02115/08
SITE
SC1808 (WA109)
ENCHANTED PKWY
S#i i , ffITLE
�qR
-CO IrOUND PLAN
i
1 f
n-2
COAX LENGTH SCHEDULE
SECTOR
LENGTH
# COAX
DIAMETER
SECTORA
151'
2 (E) + 6 NEW
1-5/8"
SECTOR B
151,
2 (E) + 6 NEW
1-5/8"
SECTORC
151'
2(E)+6NEW
1-5/8"
EXISTING
COAX
DIAMETER
NUMBER
PLACEMENT
718"
6
FACE OF
TOWER
150
4
FACE OF
TOWER
ANTENNA PLAN - PROPOSED
ANTENNACOUNT
TOTAL: 9
EXISTING: 0
NEW: 9
3
SECTOR C
v
A21M117H: 090°
SECTOR A
O'SECTORB
ANTENNA PLAN - EXISTING
ANTENNA COUNT
TOTAL: 6
REMAIN: 0
REPLACE: 6
G�
SECTOR Co
AZIMUTH: oso°
SECTOR A
01SECTORE1
WE1 CARRIER ANTENNA RAD CENTER _ _ _ _ _ _
L 14T 7" - - - —
PRdPOSED RAD CENTER OF ANTENNA ARRAY
,,S�UfE� CARRIER ANTENNA RAD CENTER
11"-7" ---—-- - — - - - -
iQ5CARRIER ANTENNA RAD CENTER
ELW— ------ ------ -- - --- —
E CARRIER ANTENNA RAO CENTER
EL 71�W
GRADE
EL 0'-0" ASSUMED
(E)
BUILDING
EL 148'-0"
TOP OF PROPOSED ANTENNA ARRAY
(E) ANTENNA MOUNT
PROPOSED ANTENNA
KATHREIN 742-265
(TYP OF 9)
PROPOSEDTMA
LGP21401 (TYP OF 6)
(E) 148'-0" HIGH
LATTICE TOWER
PROPOSED EQUIPMENT SHELTER 1 ❑
r (E) CHAINLINK FENCE
1 W/BARBED WIRE
12' 8' 4 0 4' 12' 20'
��cOgN�19YC7e �iM�.
14201 NE 200th ST, SUITE 200
WOODINVILLE, WA 98072
PH: 425.487.1732 FAX: 425.487.1734
START DATE: o9rz0105
DRAWN BY: JRF
CHECKED BY: Mwo
REVISIONS
PATE I ElUQRiPTICN I Iwal
09-20.2005 1 A PRELIMINARY CDS 1 JRF
11-30.2005 0 BLDG PERMtf WB
SITE
SC1808 (WA109)
ENCHANTED PKWY
1741 S 356th ST
FEDERAL WAY. WAM
SHEET TITLE
ANTENNA PLAN 2 EAST ELEVATION
22x34 SCALE: 3/8" = V-0" 1 lxl7 SCALE: 3/16" = l'-0" 22x34 SCALE: 3/32" = V-0" 11777
i
i
T-7 3/4"
WELDED C6
ALUMINUM PLINTH
(SUPPLIED BY CONTRACTOR)
ANCHOR BOLT AT
30TTOM FLANGE
SEE ELEVATION)
9/16" 0 HOLES FOR
1/2" 0 BOLTS
PLAN (TYP 4 PLACES)
1 112" 1 1/2"
FILED DRILL 9/16" 0 HOLES FOR
1/2" 0 CONCRETE EXPANSION ANCHOR
(TYP 4 PLACES) 4
A-5
LUCENT UMTS OUTDOOR DIMENSIONS
MANUFACTURER: LUCENT
HEIGHT: 72"
DEPTH:40"
WIDTH: 35.4"
CLEARANCE: CABINET REAR 36"
CLEARANCE: CABINET EACH SIDE 35.4"
CLEARANCE: CABINET FRONT29.5"
MAXIMUM CABINET WEIGHT: 790 LBS (359 KG)
2'-11y4"
BACK OF
CABINET -
FRONT OF
CABINET
Rf CABLE
ENTRY
ISOMETRIC
W- O.C. (TYP)
SCREW ON U.N.O.
PIPE CAP--,
300 U-BOLT,
(rYP)
CONCRETE PIER
'ems � •' "'�.�'Cy,
UNISTRUT P1000
(SPACE AS COAX
SUPPORT REQUIRES)
2 VTO STANDARD
WEIGHT PIPE
— 2 1/2" FLUSH MOUNT
FLANG STEEL PIPE E,
(TYP)
A-5
(E) CONCRETE SLAB
UMTS CABINET
ANCHOR FOOTPRINT
12" 6" 0 6" 18" 3' 12" 6" 0 1' 2' 2' 1' 0 1' 2' 4'
LUCENT UMTS MOUNTING BASE 6 LUCENT UMTS EQUIPMENT SPECIFICATIONS 5 COAX SUPPORT H-FRAME DETAIL 4
22x34 SCALE: 3/4" = V-0" 11 lx17 SCALE: 318" = l'-W 22x34 SCALE: 1" = l'-0" 111xl7 SCALE: 1/2" = V-0" 22x34 SCALE: 112" =1'4r 111x17 SCALE: 1 /4" = i'-0"
2 7/8" O.D. HOT DIPPED
GALVANIZED PIPE FOR
ICE BRIDGE SUPPORT,
W/CAP.
3 1l2"x9"xl/4" GALV. STL.
PLATE W/ HOLES FOR 2-1/2"
0 EXP. BOLTS, 1 112" GAGE
(E) CONCRETE SLAB OR
(N) CONCRETE EXPANSION
1e�
rl ko—1 HOT DIPPED GALVANIZED STEEL
GRATING FROM STRUCTURE TO
i EQUIPMENT. U-BOLTED TO PIPE
COLUMNS.
a
w
w
co
g
NOTE:
#2 SOLID TINNED GROUND WIRE TO
BE CAD WELDED FROM EACH
VALMONT COAX
z SUPPORT COLUMNS TO GROUND
BLOCK HANGER
RING
„ @ 4'-0" O.C. (TYP)
12" 1/2"0x12" ANCHOR BOLT WIT
1/2"0 EXP BOLTS
EXPOSURE ABOVE TOP OF PIER
MIN 4" EMBED
ICE BRIDGE SUPPORT PIPE
3/16 TYP 2 PER
FOUNDATION. (RAW EARTH
SUPPORT
APPLICATION)
a
n
FRONT
NOKIA OUTDOOR ULTRASITE BTS DIMENSIONS
MANUFACTURER: NOKIA
HEIGHT: 76,4'
DEPTH: 29-S
WIDTH: 30.0'
MAXIMUM CABINET WEIGHT WITH UNITS): 945 LBS.
w
O
W
U
NOKIA
ULTRASITE
CABINET—
U)
to
W
J
W
V
x
14201 NE 200th ST. SUITE 20D
WOODINVILLE, WA 98072
PH:42SA87.1732 FAX:425AB7.1734
----
�
—I
W
U
START DATE: 09n0ro5
z DRAWN BY: JRF
\
/ I
cv
U J
I 1
1 I
0 U CHECKED BY: MWG
LLo
93
FRONT
3' 2' 1' 0 1' 3' 5' 12" 6" 0 1' 2' ISOMETRIC 12" 6" 0 t' 2'
TYPICAL ICE BRIDGE DETAIL 3 NOKIA ULTRASITE MOUNTING PLINTH 2 NOKIA ULTRASITE FRONT ELEVATION
22x34 SCALE: 31W = V-0" 11x17 SCALE: 311IF = V-0" 22x34 SCALE: 1" = l'-0" l lx17 SCALE: 1/2" = V-0" 22x34 SCALE 1" = i-0" 11xi7 SCALE: 1/2" =1'-0'
REVISIONS
DATE DESCN-nM ININAL
09-2D-2W5 A PRELIMINARY CD•S JAF
1130.2W5 0 BLDG PERMR WS
EXPIRES W.5109
SITE
SC1808 (WA109)
ENCHANTED PKWY
1741 S 356th ST
FEDERAL WAY. 'NA 98003
SHEET TITLE
50UIFNjtWT SPECS
ARGUS CABINET
2'-6"
FRONT ELEVATION
POWER CABINET DIMENSIONS
MANUFACTURER:- ARGUS TE-20
HEIGHT: 84.0"
DEPTH: 30.0"
WIDTH: 30.0"
MAXIMUM CABINET WEIGHT (WITH UNITS): 1000Lbs
30.00"
ENCLOSURE
DIMS
r-0 0.75' HOLE OPENING
ALL CORNERS-4
LLI
PLACES
!
o o y In
r R
DRILL AND INSTALL
Om N m
CI
CONCRETE ANCHORS
! (4]HILT1 HSi6-M1�15 I
U
. WIGUS PIN snoar-1DY
W
OREOUNALENT
2.ff 24.40" col
61
MOUNTING HOLE LOCATION
RIGHT SIDE VIEW
POWER CABINET EQUIPMENT DETAILS
22x34 SCALE: 1" = 1'-0" 111x17 SCALE: 1/2" = 1'-0"
IT 6" 0 1' 2'
F
10 1/4"
°p
m
FRONT
kr
u7
TOP
--f
q
m
BACK SIDE
ANTENNA DETAIL
22x34 SCALE: 1/2" = 1'-0" lllxl7 SCALE: 1/4" =1'-0"
KATHREIN ANTENNA
742 265
2' 1' 0 1' 7 c 4'
v
PROPOSED EQUIPMENT HILTI HSLB-M12/25 (1/20) W/ TORQUE CAP
CABINET BASE ' OR APPROVED EQUAL. (INSTALL PER
MANUFACTURERE'S RECOMMENDATIONS)
TOP OF CONCRETE
CI
w
In
w
z
2
CONCRETE SLAB
IT 6" 0 12'
EXPANSION ANCHOR DETAIL 4
22x34 SCALE: 6" =1'-0" 111x17 SCALE: 12" = 1'-0"
21/2' FLUSH MOUNT
STEEL PIPE FLANGE
TOP OF CONCRETE
CONCRETE SLAB
PIPE FLANGE DETAIL
22x34 SCALE: 3" = 1'-0" 111x17 SCALE: 6" =1'-0"
212'0 O.D.
GALVANIZED PIPE
1 (4)-3/6"0 HILT] KWIK BOLT II EXP
ANCHORS W/ 3" MIN EMBED OR
APPROVED EQUAL
6" 3" 0 6"
3
NOTES:
1. TMA IS A WEATHERPROOFED ENCLOSURE RATED TO IP65.
2. BOND TMA GROUND STUD TO GROUND BAR WITH 6 AWG GROUND WIRE.
3. PROVIDE SUFFICIENT LENGTH OF JUMPER TO ALLOW FOR PROPER APPLICATION
OF WEATHER PROOFING AT ANTENNA AND TMA CONNECTIONS.
4. IF POSSIBLE, TMA SHALL BE MOUNTED BEHIND ANTENNA TO MINIMIZE WIND LOADING ON
STRUCTURE.
5. TMA SHALL BE MOUNTED VERTICALLY.
M ETAL STRAP
SUBCONTRACTOR
TOPROVIDE (TYP)—, rani �JUMPER TO ANTENNA
-' wtr
GROUND SCREW
ANTENNA MOUNTING PIPE (TYP) irm GROUND WIRE TO ANTENNA
GROUND BAR (SEE NOTE 2)
JUMPER TO MAIN COAX
FRONT VIEW
JUMPER TO ANTENNA
METAL STRAP
SUBCONTRACTOR
TMA TO PROVIDE (TYP)
GROUND WIRE TO ANTENNA:ilt
ANTENNA MOUNTING PIPE (TYP)
GROUND BAR (SEE NOTE 2)
JUMPER TO MAIN COAX—
TMA MOUNTING DETAIL
22x34 SCALE: 1" = 1'-0" IIlxl7 SCALE: 1/2" = 1'-0"
AF-01I-1A
B
I
716" COAX (TYP) TOWER LEG
COAX CONNECTOR
KIT P/N B2250
A -A SECTION
(6) 7/8" COAX —\ TOWER LEG
TIE WRAP — l0
B-B SECTION
N m
m 0
mm
0>
0�
C c
UJ3
mm
Fm
Cm
m
U
7
J
IT 6" 0 i' 2' E❑ FoG NEERIrONEnc
2 14201 NE 20Dth ST, SUITE 200
WOODINVILLE, WA 98072
PH: 425.487.1732 FAX 425.487.1734
START DATE: D9/2Dm5
DRAWN BY: JRF
CHECKED BY: Mwo
LEG
' L(12) 3/4" HOLES FOR
Zi 2 1lL SNAP IN HANGERS
(10) 7/16" HOLES FOR CUSHION
DESC
MARK
DESCRIPTION
CITY.
104576
CLAMP BACK HALF
1
—
.104577
PLATE WELD ASSY
1
LTS
—
1/2"0 x 12" BOLT W/ 4" THREADS
2
NS
----
1/2"O A563 OR HEX NUT
2
LWS
112" LOCK WASHER
2
—
VERTICAL COAX SUPPORT DETAIL
22x34 SCALE: NTS I 11x17 SCALE: NTS
I DATE 1 DESCRIPTION IINRIALI
SITE
SC1806 (WA109)
ENCHANTED PKWY
1741 S 356th ST
FEDERAL WAY, WA 96003
SHEET TITLE
mm
5/16"-18 HARDWARE
NOTE: ALL CABLE TRAY MUST BE
SOLID NOT TUBULAR
#6 GROUNDING JUMPER
SPLICE EXTENSION
CLAMP (TYP. OF 4)
SPLICE EXTENSION CLAMP KIT:
INCLUDES: (2) RUNWAY CLAMPS AND 5/16"-18 HARDWARE
MATERIAL: ASTM A570 STRUCTURAL STEEL
FINISH: YELLOW ZINC DICHROMATE (YZN)
6" 3" 0 6"
INSTALL THREADED
ROD PROTECTOR
(TYP. OF 2)
RUNWAY SUPPORT KIT:
INCLUDES: (2) HANGER SUPPORTS AND HARDWARE
MATERIAL: ASTM A570 STRUCTURAL STEEL
FINISH: YELLOW ZINC DICHROMATE (YZN)
6" 3" 0 6
ij' SPLICE EXTENSION DETAIL J 3 1 RUNWAY SUPPORT DETAIL 1411
22x34 SCALE: 3" = 1'-0" I 11x17 SCALE: 6" = 1'-0" 22x34 SCALE 3" = V-0" 11x17 SCALE: 6" =1'-0"
1 /4" X 2" X 2"
J-BOLTS
(TYP. OF 2)
RUNWAY WALL SUPPORT KIT:
INCLUDES: (1) ANGLE BRACKET, (2) J-BOLTS AND
5N6"-18 HARDWARE
MATERIAL: ASTM A36 STRUCTURAL STEEL ANGLE
FINISH: TELCO GREY POWDER COAT
e
�� CQZN C�SiI QNC--,. r
14201 NE 20Dth ST, SUITE 200
WOODINVILLE, WA 98072
PH: 425.487.1732 FAX: 425.487.1734
START DATE: Donoros
DRAWN BY: �RF
CHECKED BY: —o
REVISIONS
1 71-02M 1 0 BLDG PERMR 1 WS 1
SITE
SC1808 (WA109)
ENCHANTED PKWY
1741 S 356th ST
FF.I3 3
SH ET TITLE
(L�&&F2c ETAILS
HORIZONTAL TEE SPLICE DETAIL
22x34 SCALE: 3" = V-0" 111x17 SCALE: 6" = V-0"
2
RUNWAY WALL SUPPORT DETAIL
22x34 SCALE: 3" = 1'-0" 111x17 SCALE: 6" = V-0"
1
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14201 NE 200th ST, SUITE 200
WOODINVILLE, WA 98072
PH: 425.487.1732 FAX 425.487.1734
START DATE: oarzoros
DRAWN BY: JRF
CHECKED BY: Mwo
1 DATE I DESCRIPTION IINITIALI
SITE
SC1808 (WA109)
ENCHANTED PKWY
1741 S 356th ST
FEDE 88[
:+
SHEET TITLE
R 4*3*LAN
B1 JfDING Af
6
ANTENNA SWEEP TEST ACCEPTANCE:
CINGULAR WIRELESS
RF ENGINEERING, PACIFIC NORTHWEST
(WASHINGTON AND OREGON MARKETS)
REQUIRED EQUIPMENT:
1 ANRITSU SITE MASTER C251 OR S332D.
1 EXTERNAL 12Vdc POWER SUPPLY TO POWER THE BIAS T.
1 DIN FEMALE TO N TYPE MALE ADAPTER (LOW LOSS).
1 DIN MALE TO N TYPE MALE ADAPTER (LOW LOSS).
2 DIN FEMALE TO DIN FEMALE ADAPTER (LOW LOSS).
1 PHASE STABLE CABLE.
1 TRUE-RMS MULTI -METER.
NOTE: ALL SWEEPS MUST BE DONE IN RETURN LOSS MODE AND NOT VSWR
MODE.
TEST FREQUENCIES:
PCS BAND F1=1850 F2=1990 850 BAND Fl=824 F2=894
TX FREQ F1=1930 F2=1990 TX FREQ F1=869 F2 894
RX FREQ F1=1850 F2=1910 RX FREQ F1=824 F2 849
G8=GSM 850 T8=TDMA 850 G9=1900 GSM U9=1900 UMTS
CALIBRATION SETUP:
1. PRESS MODE AND HIGHLIGHT RETURN LOSS.
2. ENTER FREQUENCY VALUES FOR Fl AND F2. SEE TEST FREQUENCIES
FOR VALUES.
3. PRESS SWEEP, RESOLUTION THEN SELECT517.
4. PRESS START CAL AND FOLLOW INSTRUCTIONS FOR
OPEN/SHORT/LOAD.
5. ONCE SITE MASTER HAS FINISHED CALIBRATING DO NOT REMOVE
LOAD. VERIFY THE TRACE IS FLAT (A FEW SPIKES ARE OK) AND
MEASURES AROUND -54dB. IF NOT RETIGHTEN ALL CONNECTORS AND
RECALIBRATE. IF IT IS NOT FAIRLY FLAT AND MEASURING -54dB EITHER
THE LOAD IS BAD OR THE SITE MASTER HAS A PROBLEM.
6. RECORD THE RETURN LOSS IN dB OF THE LOAD ON THE SITE RESULTS
SPREADSHEET.
7. ONCE CALIBRATION IS COMPLETED SAVE CAL/SET SETUP.
ANTENNA SWEEP TEST:
(1) RETURN LOSS -ANTENNA ONLY
(2) CABLE SYSTEM DISTANCE TO FAULT - LOAD - COMPONENT BYPASS
(3) SYSTEM RETURN LOSS - LOAD - COMPONENT BYPASS
(4) INSERTION LOSS - SHORT - CABLE AND COMPONENT
(5) TRANSMISSION LINE CONTINUITY TEST
(6) CABLE LENGTH - ANTENNA - COMPONENT BYPASS
(7) RETURNLOSS- COMPONENTS
(8) SYSTEM RETURN LOSS - ANTENNA, CABLE AND COMPONENTS
1. RETURN LOSS -ANTENNA ONLY: -
TEST FREQUENCIES:
PCS BAND F1=1850 F2=1990 850 BAND F1=824 F2=894
THIS TEST PROVIDES A QUICK INTEGRITY TEST TO VERIFY THE QUALITY OF AN
ANTENNA BEFORE IT IS INSTALLED. THE ANTENNA IS TESTED IN THE RETURN
LOSS MODE. PERFORM THE MEASUREMENT OUTDOORS AND POINT THE
ANTENNA AT THE SKY FOR THE RETURN LOSS MEASUREMENT. THIS WILL
ENSURE THAT NO RF REFLECTION FROM A NEARBY OBJECT IS CAUSING A
FALSELY INFLATED RETURN LOSS.
NOTE: THE MINIMUM ACCEPTABLE PASS LEVEL IS -14 dB FOR ALL BAND AND
MANUFACTURERS.
2. CABLE SYSTEM DISTANCE TO FAULT - LOAD - COMPONENT BYPASS:
THIS TEST IS A PERFORMANCE VERIFICATION AND FAILURE ANALYSIS TOOL
FOR THE TRANSMISSION LINES AND CONNECTORS. BYPASS ANY DIPLEXERS,
SURGE ARRESTORS OR MHA'S IN LINE, AND SWEEP FROM THE TOP OF THE
CABINET IF BOTTOM JUMPERS ARE INSTALLED, OTHERWISE SWEEP FROM THE
BOTTOM OF THE MAIN COAX LINE.
TEST FREQUENCIES:
1900 F1=1850 F2=1990 850 F1=824 F2=894
1. PRESS MODE, SELECT DTF, SELECT DTF AID, ENTER TEST FREQ,
DISTANCE AND CABLE SIZE.
2. STARTING WITH TX/RX 1. USE THE DIN (F) TO DIN (F) CONNECTOR
TO BYPASS THE TMA
3. CONNECT A LOAD AT THE END OF THE ANTENNA JUMPER.
4. PERFORM DTF MEASUREMENT.
5. PRESS LIMIT TO SET THE HORIZONTAL MARKER; SET LIMIT LEVEL TO
-32 dB.
6. VERIFY ALL CONNECTORS ARE BETTER THAN -32 dB AND COAX IS
BETTER THAN -40 dB.
7. LABEL SWEEP AS SITE ID_ SECTOR_ CABLE LABEL TYPE OF SWEEP
THEN SAVE SWEEP.
8. REPEAT DTF TEST FOR THE REMAINING TRANSMISSION LINES.
NOTE: • -32 dB OR BETTER FOR CONNECTORS IS CONSIDERED AS PASSING.
-40 dB OR BETTER FOR ALL COAXIAL CABLE INCLUDING JUMPERS
IS CONSIDERED AS PASSING FOR THE ENTIRE CABLE SYSTEM,
THE MINIMUM ACCEPTABLE PASS LEVEL FOR THIS TESTIS -32 dB
FOR BOTH 1900 MHz AND 850 MHz BAND.
3. SYSTEM RETURN LOSS - LOAD - COMPONENT BYPASS,
EACH FEED LINE SYSTEM IS TESTED FOR ACCEPTABLE RETURN LOSS. THIS
TEST VERIFIES THE CABLE SYSTEM QUALITY. THE TEST IS PERFORMED USING
A PRECISION, CALIBRATED 50 LOAD IN LIEU OF THE ANTENNA
THE TEST LINE CONSITS OF THE EQUIPMENT JUMPERS, SURGE ARRESTOR,
MAIN FEED LINE, AND TOP JUMPERS.
NOTE: THE MINIMUM ACCEPTABLE PASS LEVEL IS -20 dB FOR BOTH 1900 MHz
AND 650 MHz BAND.
TEST FREQUENCIES:
1900 F1=1850 F2=1990 850 F1=824 F2=894
1. PRESS MODE, SELECT RETURN LOSS.
2. BYPASS THE COMPONENTS.
3. CONNECT A LOAD AT THE END OF THE ANTENNA JUMPER.
4. PERFORM RL MEASUREMENT.
5. PRESS LIMIT TO SET THE HORIZONTAL MARKER; SET LIMIT LEVEL TO
-20 dB.
6. LABEL SWEEP AS SITE ID„SECTOR„CABLE LABEL -TYPE OF SWEEP
THEN SAVE SWEEP.
7. REPEAT RL TEST FOR THE REMAINING TRANSMISSION LINES.
4. INSERTION LOSS - SHORT - CABLE AND COMPONENT:
THIS TEST WILL MEASURE THE CABLE LOSS OF THE TRANSMISSION LINE AND
JUMPERS BETWEEN THE CABINET AND ANTENNA USE TABLES 3 AND 4 FOR
INSERTION LOSS VALUES FOR DIPLEXERS AND MHA'S.
TEST FREQUENCIES:
1900 F1=1850 F2=1990 850 F1=824 F2=894
1. PRESS MODE, SELECT RL, SELECT RL AID, ENTER TEST FREQ,
DISTANCE AND CABLE SIZE.
2. STARTING WITH TX/RX 1. USE THE DIN (F) TO DIN (F) CONNECTOR TO
BYPASS THE TMA.
3. CONNECT A SHORT AT THE END OF THE ANTENNA JUMPER.
4. PERFORM INSERTION LOST MEASUREMENT.
5. MARK MAX RL (PEAK) WITH M1 AND MIN RL (VALLEY) WITH M2. ADD M1
TO M2 THEN DIVIDE BY 4. M1+M2/4=1L AVERAGE SHOULD BE LESS THAN
1 dB BELOW THE LOSS FOR THE NEXT HIGHEST CABLE LENGTH.
6. LABEL SWEEP AS SITE ID_ SECTOR_ CABLE LABEL TYPE OF SWEEP
THEN SAVE SWEEP.
7. REPEAT INSERTION LOSS TEST FOR THE REMAINING TRANSMISSION
LINES.
S. TRANSMISSON LINE CONTINUITY TEST:
THIS TEST WILL VERIFY THE CONTINUITY OF THE RX PATH BETWEEN THE BTS
AND THE TMA FOR THE DC NETWORK
1. CONTINUITY TEST SHOULD BE PERFORMED RIGHTAFTER THE
INSERTION LOSS TEST WHILE THE SHORT IS STILL CONNECTED. IF
NOT; CONNECT A SHORT ON THE END OF THE TMA JUMPER.
2. CONNECT THE METER TO THE LAST CONNECTOR BEFORE THE BIAS T;
RED LEAD TO CENTER PIN BLACK LEAD TO CONNECTOR BODY.
3. VERIFY METER READS A SHORT.
4. REMOVE SHORT AND VERIFY METER READS OPEN.
5. IF STEPS 3 AND 4 FAIL CLEAN THE GLUE OFF THE CENTER CONDUCTOR
ON THE JUMPERS.
6. REPEAT STEPS 1 THROUGH 6 FOR THE REMAINING RECEIVE PATHS. (NO
MEASUREMENTS NEED TO BE RECORDED IN THE SITE REPORT)
6. CABLE LENGTH - ANTENNA - COMPONENT BYPASS:
THIS DISTANCE TO FAULT SHORT TEST IS USED TO DETERMINE THE LENGTH
OF THE CABLE SYSTEM WITH THE ANTENNAAS PART OF THE SYSTEM.
TEST FREQUENCIES:
1900 F1=1850 F2=1990 850 F1=824 F2=894
1. PRESS MODE, SELECT RL DTF, SELECT DTF AID, ENTER TEST FREQ,
DISTANCE AND CABLE SIZE.
2. STARTING WITH TX/RX 1. USE THE DIN (F) TO DIN (F) CONNECTOR TO
BYPASS THE TMA
3. CONNECT THE ANTENNA TO THE END OF THE ANTENNA JUMPER.
4. PERFORM DTF (RL) MEASUREMENT.
5. VERIFY ALL CONNECTORS ARE BETTER THAN -32 dB.
6. LABEL SWEEP AS SITE ID_SECTOR_CABLE LABEL.TYPE OF SWEEP
THEN SAVE SWEEP.
7. REPEAT DTF TEST FOR THE REMAINING TRANSMISSION LINES.
7. RETURN LOSS - COMPONENTS:
MAST HEAD AMPLIFIER (MHA};
MHA'S AT 1900 MHz BAND SHOULD SHOW A RETURN LOSS BETTER THAN -18
dB. IF NECASSARY, TEST THE MHA'S BY PLACING A 50-ohm LOAD ON THE END
THAT CONNECTS TO THE ANTENNA, AND CONDUCT A RETURN LOSS
MEASUREMENT OVER THE ENTIRE 1900 MHz TX BAND, AND PRINT A PLOT. SET
THE START AND STOP FREQUENCIES OF THE 1900 TX BAND. SET M1 TO
DETERMINE THE WORST RETURN LOSS IN THIS FREQUENCY RANGE. A PASS IN
THIS RANGE IS A RETURN LOSS BETTER THAN -18 dB. SET THE START AND
STOP FREQUENCIES TO THE 1900 RX BAND. FOR A NOKIA CS72993.08 MODEL,
A PASS IN THIS RANGE IS A RETURN LOSS BETTER THAN -12 dB. SEE TABLE
BELOW. FOR ALL OTHER MODELS, THE RETURN LOSS WILL BE 0 dB IN THE 1900
RX BAND BECAUSE THEY WILL NOT ALLOW SIGNAL THROUGH WITHOUT DC
POWER.
1900 MHz
MANUFACTURER
CATEGORY
RL CRITERIA
INSERTION LOSS
GAIN
TX
-18 db
0.8 dB
N/A
RX
-16 db
1.7 dB
33 dB
NOKIA
CS72993.08
(ACTIVE MODE)
RX (INACTIVE/
-12 db
4.5 dB
0 dB
(BYPASS MODE)
TX
-18 db
0.8 dB
NIA
RX
-16 db
1.9 dB
12 dB
POWERWAVE
LGP214NN
(ACTIVE MODE)
RX (INACTIVE/
0 db
2.6 dB
0 dB
(BYPASS MODE)
TX
-18 db
0.5 dB
N/A
RX
-16 db
1.7 dB
12 dB
ERICSSON KRY
112 71/N
(ACTIVE MODE)
RX (INACTIVE/
0 db
2.5 dB
0 dB
(BYPASS MODE)
DIPLEXERS:
THE DIPLEXER OPERATES AT 850 MHz AND 1900 MHz BANDS (THROUGH THE
APPROPRIATE PORTS) AND SHOULD SHOW A RETURN LOSS BETTER THAN -20
dB. TO TEST THE DIPLEXER, PLACE A 50-ohm LOAD ON THE END WITH ONE
PORT THAT CONNECTS TO THE ANTENNA. CONNECT THE TEST GEAR TO THE
1900 MHz PORT ON THE DIPLEXER. SWEEP OVER THE ENTIRE 1900 MHz TX/RX
BAND, AND PLOT IT. SET THE START AND STOP FREQUENCIES OF THE ENTIRE
1900 MHz TX/RX BAND. SET M1 TO DETERMINE THE WORST RETURN LOSS IN
THIS FREQUENCY RANGE. A PASS IN THIS RANGE IS A RETURN LOSS BETTER
THAN -20 dB. THEN CONNECT THE TEST GEAR TO THE 850 MHz PORT ON THE
DIPLEXER. SWEEP OVER THE ENTIRE 850 MHz TX/RX BAND, AND PLOT IT. SET
THE START AND STOP FREQUENCIES OF THE ENTIRE 850 MHz TX/RX BAND.
SET M1 TO DETERMINE THE WORST RETURN LOSS IN THIS FREQUENCY
RANGE. A PASS IN THIS RANGE IS A RETURN LOSS BETTER THAN -20 dB. SEE
TABLE BELOW FOR DIPLEXER TYPES.
1900 MHz
MANUFACTURER
CATEGORY
RL CRITERIA
INSERTION LOSS
ANDREWS
641280-DF-9-DCB
TX 806 - 960 MHz
-20 db
0.15 dB
RX 1710 - 2160 MHz
-20 db
0.2 dB
CLEARCOMM
CCDP-565-1 W
TX 806 - 960 MHz
-18 db
0.15 dB
RX 1710 - 2160 MHz
-16 db
0.15 dB
8. SYSTEM RETURN LOSS - ANTENNA, CABLE AND COMPONENTS:
EACH ANTENNA FEED LINE SYSTEM IS TESTED FOR A RETURN LOSS. THE TEST
LINE IS CONSISTED OF BOTTOM JUMPER, SURGE ARRESTOR, MAIN COAX, TOP
JUMPER, MHA, DIPLEXER, AND ANTENNA
THERE ARE TWO TYPES OF TESTING FOR THIS COMPLETED SYSTEM. THEY
ARE TX PATH AND TXIRX PATH.
1. TX PATH TESTING
THE TX PATH RETURN LOSS TESTING IS A PERFORMED TO MEASURE
THE CONTINUITY AND IMPEDANCE MATCH OF THE TRANSMIT PATH. THIS
SETUP IS ALSO USED IF NO TMA IS USED.
TEST FREQUENCIES:
1900 F1=1850 F2=1990 850 F1=824 F2=894
1. PRESS MODE, SELECT RETURN LOSS ON SITE MASTER.
2. ENTER TEST FREQUENCIES AND PERFORM CALIBRATION PROCEDURE
LISTED ABOVE.
3. PRESS LIMIT TO SET THE HORIZONTAL MARKER; SET LIMIT LEVEL TO
-15.5 dB.
4. STARTING WITH TX. CONNECT THE DIPLEXERS IF PROVIDED.
5. PERFORM RETURN LOSS MEASUREMENT.
6. PRESS MARKERS SELECT M1 THEN MARK PEAK.
7. VERIFY MARKER M1 IS BETTER THAN -15.5 dB.
8. LABEL SWEEP AS SITE ID_SECTOR_CABLE LABEL TYPE OF SWEEP
THEN SAVE SWEEP.
9. DISCONNECT SWEEP GEAR FROM TX,
10. REPEAT RETURN LOSS TEST FOR THE REMAINING TRANSMISSION
LINES.
TEST FREQUENCIES:
F1=1930 F2=1990
1. PRESS MODE, SELECT RETURN LOSS ON SITE MASTER.
2. ENTER TEST FREQUENCIES AND PERFORM CALIBRATION PROCEDURE
LISTED ABOVE.
3. PRESS LIMIT TO SET THE HORIZONTAL MARKER; SET LIMIT LEVEL TO
-15.5 dB.
4. STARTING WITH TX/RX 1. REMOVE THE DIN (F) TO DIN (F) CONNECTOR
AND RECONNECT THE TMA.
5. PERFORM RETURN LOSS MEASUREMENT.
6. PRESS MARKERS SELECT M1 THEN MARK PEAK.
7. VERIFY MARKER M1 IS BETTER THAN -15.5 dB.
6. LABEL SWEEP AS SITE ID_ SECTOR_ CABLE LABEL TYPE OF SWEEP
THEN SAVE SWEEP.
9. DISCONNECT SWEEP GEAR FROM TX/RX 1.
10. REPEAT RETURN LOSS TEST FOR THE REMAINING TRANSMISSION
LINES.
TEST FREQUENCIES
F1=1850 F2=1910
1. PRESS MODE, SELECT RETURN LOSS ON SITE MASTER.
2. ENTER TEST FREQUENCIES AND PERFORM CALIBRATION PROCEDURE
LISTED ABOVE.
3. PRESS LIMIT TO SET THE HORIZONTAL MARKER; SET LIMIT LEVEL TO
-15.5 dB.
4. STARTING WITH TX/RX 1. REMOVE THE DIN (F) TO DIN (F) CONNECTOR
AND RECONNECT THE TMA.
5. PERFORM RETURN LOSS MEASUREMENT.
6. PRESS MARKERS SELECT M1 THEN MARK PEAK.
7. VERIFY MARKER M1 IS BETTER THAN -15.5 dB.
8. LABEL SWEEP AS SITE ID_SECTOR_CABLE LABEL TYPE OF SWEEP
THEN SAVE SWEEP.
9. DISCONNECT SWEEP GEAR FROM TX/RX 1.
10. REPEAT RETURN LOSS TEST FOR THE REMAINING TRANSMISSION
LINES.
NOTE: THE PASS CRITERIA IS -15.5 dB
1. TXIRX TESTING
THE TXIRX PATH TESTING IS A TEST PERFORMED TO MEASURE THE
OPERATION OF THE DUPLEXOR - THE ISOLATION BETWEEN TRANSMITS
AND RECEIVES PATHS - AND THE OPERATION OF THE LOW NOISE
AMPLIFIER (LNA). THE TEST METHOD CONSITS OF CONNECTING THE
ANTENNA CABLE SYSTEM TO THE TEST EQUIPMENT SUCH THAT A LOOP
TYPE TEST (SEE SECTION 3) CAN BE PERFORMED THROUGH THE LNA. A
BIAS TAND POWER SUPPLY ALLOW THE LNA TO BE POWERED ON AND
OFF. ONE DATA RECORDING IS DONE WHEN THE LNA DC POWER IS
TURNED OFF; A SECOND DATA RECORDING IS DONE WHEN THE LNA DC
POWER IS TURNED ON TO 15V.
NOTE: THE MINIMUM ACCEPTABLE VALUE IS IF THE GAIN BETWEEN THE TWO
RECORDED DATA IS GREATER OR EQUAL TO 11 dB FOR A GAIN TMA OR IS
GREATER OR EQUAL TO 32 dB FOR A 33 dB TMA,
DUPLEX LNA TESTING:
DUPLEX LNA TX/RX TRANSMISSION TESTING WILL TEST THE OPERATION OF
THE DUPLEXER - THE ISOLATION BETWEEN TRANSMIT AND RECEIVE PATHS -
AND THE OPERSTION OF THE LOW NOISE AMPLIFIER (LNA). THIS TEST DOES
NOT GIVE ACCURATE QUANTITATIVE DATA ON THE LNA GAIN. IT IS BASICALLY
A FUNCTIONALITY TEST TO ESTABLISH THAT THE LNA POWERS UP WITH GAIN
APPROXIMATELY TO SPEC.
1. CONNECT TX CABLE INTOTHE RF OUT PORT OT THE NETWORK
ANALYZER.
2. CONNECT TXIRX OR RX CABLE INTO THE RF IN PORT OF THE NETWORK
ANALYZER THROUGH THE BIAS TEE.
3. THE POWER SUPPLY CONNECTED TO THE BIAS TEE SHOULD BE OFF.
4. INJECT RF SIGNAL INTO THE RF OUT PORT.
5. MEASURE AND RECORD THE RETURN LOSS WHILE THE DC POWER INTO
THE BIAS TEE IS OFF.
6. LEAVE THE HARDWARE SET UP THE SAME.
7. MEASURE AND RECORD THE RETURN LOSS WHILE THE DC POWER INTO
THE BIAS TEE IS ON AND SETTO +15 VOLTS.
8. COMPARE THE GAIN BETWEEN THE TWO RECORDING DATA. IF THE GAIN
IS GREATER OR EQUAL TO 11 dB FOR AN 11 dB TMA AND 32 dB FOR A
33 dB TMA, THEN THE SYSTEM IS CONSIDERED AS PASS.
DELIVERABLES:
THE FOLLOWING EIGHT (8) PLOTS OF SWEEPS AND ONE SITE SURVEY FORM
SHOULD BE INCLUDED IN THE TURNOVER PACKAGE FOR EVERY ANTENNA
PORT ID. IN ADDITION TO THE PLOTS THE SITE SURVEY FIELDS MUST BE
POPULATED:
• RETURN LOSS -ANTENNA ONLY:
PASS CRITERIA: -14 dB
• DISTANCE TO FAULT - LOAD - COMPONENT BYPASS:
PASS CRITERIA: -32 dB
• SYSTEM RETURN LOSS - LOAD - COMPONENT BYPASS:
PASS CRITERIA: -20.0 dB
• INSERTION LOSS - SHORT - CABLE AND COMPONENT:
PASS CRITERIA: NO LESS THAN 1 dB BELOW TABLE 1 OR TABLE 2
• CABLE LENGTH - ANTENNA - COMPONENT BYPASS:_
PASS CRITERIA NONE
• SYSTEM RETURN LOSS - ANTENNA - CABLE AND COMPONENT:
PASS CRITERIA: -15.5 dB
• LNA GAIN - SHORT - DC POWER OFF:
PASS CRITERIA: NO GAIN
• LNAGAIN - SHORT -DC POWER ON:
PASS CRITERIA: 11 dB GAIN OR 32 dB GAIN
ALL SWEEPS MUST BE POSTED AT THE FOLLOWING LOCATION:
htlnsllolusxddve.com/sUwV?x=7gv7OO6t5
THE FOLLOWING PEOPLE NEED TO BE EMAILED WHEN SWEEPS ARE POSTED:
steven.webster@cingular.com; anne.le@cingular.com; edc.a.johnson@cingular.com;
gerardo.garcia@cingular.com; piero.rovani@cingular.com
FOR ANY TECHNICAL QUESTIONS PLEASE CONTACT:
James Fugate @ (206) 240-9006 or Piero Rover! @ (425) 580-8258
cw--*:60p M5Tc lr ,
14201 NE 200th ST, SUITE 200
WOODINVILLE, WA 98072
PH:425A87.1732 FAX:425.4B7.1734
START DATE: osrzaros
[DRAWN BY: JRF
CHECKED BY: Mwo
REVISIONS
1113&20 1 0 BLDG PERMrr I WB I
SITE
SC1808 (WA109)
ENCHANTED PKWY
1741 S 356th ST
ySHEET TITLE
R 4EI`k4A 6 TEST
ELECTRICAL SPECIFICATION:
1 ALL ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE
LATEST EDITION OF THE NATIONAL ELECTRICAL CODE.
2. COMPLY WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE, THE
REQUIREMENTS OF ALL APPLICABLE MUNICIPAL AND STATE CODES AND
REGULATIONS, AND UTILITY GUIDELINES.
3. PERFORM ALL VERIFICATION, OBSERVATIONS, TESTING AND EXAMINATION
OF WORK PRIOR TO THE ORDERING OF ELECTRICAL EQUIPMENT AND THE
ACTUAL CONSTRUCTION. ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE
CONSTRUCTION MANAGER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT
AND DISCREPANCIES.
4. ALL ELECTRICAL / TELCO CONDUIT SHALL BE RIGID METAL CONDUIT (RMC)
TYPE CONFORMING TO UNDERWRITERS LABORATORIES STANDARD UL-6 AND
ASTM A-135: ALL CONDUITS SHALL COMPLY WITH NEC, ARTICLE 346. ALL
RIGID AND FLEXIBLE CONDUITS, AND COUPLINGS SHALL BE HOT DIPPED
GALVANIZED HAVING A HARD BAKED ENAMEL OR HEAVY LACQUER FINISH,
BOTH INSIDE AND OUTSIDE. COUPLINGS SHALL BE THREADED TYPE,
GALVANIZED AND MADE FROM SAME GRADE OF MILD STEEL AS RMC. ALL
BENDS SHALL BE 30" MINIMUM RADIUS.
5. ALL WIRING SHALL BE STRANDED COPPER WITH MINIMUM 600V
INSULATION (UNLESS OTHERWISE NOTED).
6. NEUTRAL SHALL BE COLOR COOED, INSULATION SHALL BE CROSS -LINKED
POLYETHYLENE.
7. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF
UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONFIRMED PRIOR
TO CONSTRUCTION.
8. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FILING, AND
FEES IN CONJUNCTION WITH THE PROJECT.
9. THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH
THE PROPER AUTHORITIES AND INFORM CINGULAR 24-HOURS IN ADVANCE.
ALL TICKETS AND INSPECTION VERIFICATIONS WILL BE SUBMITTED TO THE
OWNER'S REPRESENTATIVE WITHIN 24-HOURS AFTER THE INSPECTION HAS
TAKEN PLACE.
10. ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE A UL LABEL
11. ALL WORK SHALL BE DONE BY QUALIFIED AND EXPERIENCED
JOURNEYMEN AND PERFORMED IN A WORKMANLIKE MANNER AND SHALL
PROCEED IN AN ORDERLY MANNER SO AS NOT TO HOLD UP THE PROGRESS
OF THE PROJECT.
12. THOROUGHLY TEST ALL LINES FEEDERS, EQUIPMENT, AND DEVICES WITH
MAXIMUM LOADS TO ASSURE PROPER OPERATION
13. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO
TERMINATION WITHOUT SPLICES
14. PROVIDE PULL BOXES WHERE SHOWN AND/OR WHERE REQUIRED BY
CODES ANDIOR UTILITY COMPANIES.
15. ALL CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE MECHANICAL
EQUIPMENT TO AVOID LOCATION CONFLICTS CONTRACTOR SHALL VERIFY
ALL LOCATIONS
16. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J-BOXES,
EQUIPMENT BOXES, AND CABINETS WITH APPROVED PLASTIC TAGS.
17. ALL BREAKERS IN PANEL BOXES SHALL BE IDENTIFIED WITH TYPE
WRITTEN LABELS NEATLY PLACED ALONG SIDE OF THE BREAKER.
18. ALL FIRE RATED WALL AND FLOOR PENETRATIONS ARE TO BE CAULKED
AND SEALED WITH A FIRE RESISTANT CAULKING TO MAINTAIN THE INTEGRITY
OF THE FIRE SEPARATION.
19. UTILIZE SONNEBORN TYPE NP-1 CAULKING FOR SEALING ALL EXTERIOR
WALL PENETRATIONS
20. SUBCONTRACTOR SHALL SUPPLY AND INSTALL A 200N RATED NYLON
PULL CORD FOR FULL LENGTH OF ALL EMPTY CONDUIT OR AS REQUIRED BY
LOCAL UTILITY COMPANY.
ELECTRICAL SPECIFICATIONS
22x34 SCALE: NTS 11lxl7 SCALE: NTS
TRANSITION FROM 2" RMC
TO LIQUIDTIGHT FLEX
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(E) 200 AMP
SERVICE PANEL
— PROPOSED 100AMP
2P BREAKER PANEL
FOR UMTS
' 2" RMC W/ (2)42 THHN,
(l)-ft THHN AND
GROUND
IF�If (1)-#6 GROUND
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TELCO DEMARC BOX
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2" RMC W/ 24 TWISTED
PAIRS OF 24 AWG
SHIELDED TELCO CABLES
TRANSITION FROM 2" RMC
TO LIQUIDTIGHT FLEX
METAL CONDUIT (TYP)
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14201 NE 200th ST, SUITE 200
WOODINVILLE, WA 98072
PH: 425AB7.1732 FAX-425.487.1734
START DATE: o3rzo os
DRAWN BY: �RF
CHECKED BY: mwo
I REVISIONS I
0&Z620U5 A PRELIMIRARY CUS JRF
1130-2a05 0 BLCG PERMR WS
EXPIRES 02115108
SITE
SC1808 (WA109)
ENCHANTED PKWY
1741 S 356th ST
FEDERAL WAY, WA 980.03
u srd air E e—.. v u u
SHEET TITLE
CiHEF-U&U-MEkEWA°
iii.C)E TPT.
SECTOR A SECTOR B SECTOR C
(3) ANTENNAS (3) ANTENNAS (3) ANTENNAS
PER SECTOR PER SECTOR PER SECTOR
COAXIAL CABLES (TYP
2 PER ANTENNA) --\
i
II
I #2 AWG SHIELDED
GROUND WIRE ON
ELECTRICAL ISOLATERS
(E) GROUND BAR
@ BASE OF POLE l
I
`I EQL
i
#2 SOLID BARE
TINNED COPPER
GROUND WIRE 1
(E) MGB
TO GROUND RING —y d
TO (E) GROUND RING f
(TYP 2 PER CABINET)
#2 SOLID BARE TINNED COPPER
GROUNDING LEADS (TYP 2 PER CABINET) —
_ 31
NS
i
TYPE SS TYPE PT
TYPE GT TYPE VS
NOTE: CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES -
CONSULT WITH PROJECT MANAGER FOR SPECIFIC TYPES OF
CADWELDS TO BE USED FOR THIS PROJECT.
CADWELD DETAILS
22x34 SCALE: NTS 111x17 SCALE: NTS
ANTENNA GROUNDING DIAGRAM NOT USED
22x34 SCALE: NTS 111x17 SCALE: NTS 22x34 SCALE: NTS 111 x 17 SCALE: NTS
NOTE: COAT ALL MECHANICAL CONNECTIONS
WITH "NOOX" OR APPROVED EQUAL
NEW COAXIAL GROUND KITS W/ LONG
BARREL COMPRESSION DOUBLE LUGS,
ATTACH TO GROUND BAR & INSTALL BY
ANTENNA CONTRACTOR (CADWELD
TYPE-GL)
(E) 4"x 24"x 1/4" THK COPPER GROUND
BAR. INSTALLED BY GENERAL
CONTRACTOR
0000
O
0
0
0 0
0
0
0
0
0 0 0 0
`v
0 000 0
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0
0
0 0
0
0
0
0
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0
0 0
0
0
0
0
0
0
0
24"
FIELD VERIFY
#2 SOLID BARE TINNED COPPER
WIRE CADWELD (TYPE-GL)
4 1 GROUND BAR CONNECTION DETAIL
22x34 SCALE: NTS 111x17 SCALE: NTS
9
14201 NE 200th ST, SUITE 200
WOODINVILLE, WA 98072
PH: 425.487 . 1732 FAX.425.487.1734
START DATE: oarzoms
DRAWN BY: JRF
CHECKED BY: Mwo
I REVISIONS
11.90-2005 1 0 BLDG PERMR I ILLS I
SITE
SC1806 (WA109)
ENCHANTED PKWY
1741 S 356th ST
FEDERAL WAY, WA 98003
SHEET iV �3ED
oIr �WAY
UILDk Z. T•
EXISTING 200 AMP PANEL
CIRCUIT DESCRIPTION A B CIRCUIT DESCRIPTION
SURGE SUPPRESOR 60A 1 7 20A LIGHTING
2 8 20A GFI RECEPTACLE
LUCENT UMTS CABINET 100A 3 9 30A BTS
4 10
SUB -PANEL (SEE BELOW) 100A 5 11 30A BTS
6 12
PROPOSED 100 AMP SUB -PANEL
CIRCUIT DESCRIPTION
ARGUS TE20 PWR CABINET 30A
ARGUS TE20 PWR CABINET 30A
ARGUS TE20 PWR CABINET 30A
ARGUS TE20 PWR CABINET 30A
ARGUS TE20 PWR CABINET 30A
ARGUS TE20 PWR CABINET 30A
:7_2
ARGUS TE20 PWR CABINET Sap'
A
1
3
3
5
7
9
11
13
15
17
19
21
23
25
27
B
2
4
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10
12
14
18
18
E2O
22
�24::Z�
26
28
30
32
34
36
38
40
42
CIRCUIT DESCRIPTION
30A ARGUS TE20 PWR CABINET
30A ARGUS TE20 PWR CABINET
30A ARGUS TE20 PWR CABINET
30A ARGUS TE20 PWR CABINET
30A ARGUS TE20 PWR CABINET
30A ARGUS TE20 PWR CABINET
30A ARGUS TE20 PWR CABINET
O-
0
29
31
:]
33
37
39
41
EXISTING PRIMARY
CONDUCTORS
FROM POWER SOURCE
MECHANICAL INTERLOCK
1 1/4" RMC W/ (2) - #2 THHN,
(1) - #6 THHN AND (1) - #6 GROUND
30 AMP 2P CIRCUIT BREAKER
(TYP OF 12)
A,2P
2" RMC W/ (2)-#2THHN,
(1) - #6 THHN AND (1) - #6 GROUND
TRANSITION FROM 2" RMC TO
LIQUIDTIGHT FLEXIBLE METAL
CONDUIT AFG, SEE NOTE 2. --
EXISTING 200A METER BASE
EXISTING MIAN DISCONNECT
I
PANEL
EXISTING CONDUCTORS
EXISTING GENERATOR
• RECEPTACLE
00
EXISTING 200 AMP 1201240V 1PH
3W PANELBOARD
t100A.2P2P
' 2" RMC W/ (2) -#2 THHN,
(1) - #6 THHN AND (1) -#6 GROUND
'— TRANSITION FROM 2" RMC TO
✓ LIQUIDTIGHT FLEXIBLE METAL
CONDUIT AFG, SEE NOTE 2.
ARGUS TE20 LUCENT UMTS
SITE SUPPORT — 100 AMP 120/240V 1 PH, 3W, 42 MODULAR CELL
CABINET CCT PANELBOARD WITH NEMA3R CABINET
LOCKABLE ENCLOSURE
EXISTING (1) -#4 AWG GROUND
TO GROUNDING SYSTEM
1. SUBCONTRACTOR SHALL SUPPLY 36" OF WATERTIGHT FLEX
CONDUIT WITH ALL CONDUIT FITTING (NUTS, REDUCING
BUSHINGS, ELBOWS, COUPLINGS, ETC.) NECESSARY FOR
CONNECTION TO THE EQUIPMENT CABINET.
2. SUBCONTRACTOR SHALL CUT, COIL AND TAPE A 10-FOOT
PIGTAIL FROM END OF FLEX CONDUIT FOR TERMINATION BY
EQUIPMENT INSTALLATION VENDOR.
3. SUBCONTRACTOR SHALL SUPPLY AND INSTALL A 200# RATED
NYLON PULL CORD FOR FULL LENGTH OF ALL EMPTY CONDUIT
OR AS REQUIRED BY THE LOCAL UTILITY COMPANY.
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14201NE200thST, SUITE200
WOODINVILLE, WA 98072
PH: 425.487.1732 FAX: 425.487.1734
START DATE: 09120Aus
DRAWN BY: d1iF
CHECKED BY: rolwo
1 1130-2005 1 0 BLDG PERMR I us I
SITE
SC1808 (WA109)
ENCHANTED PKWY
1741 S 356th ST
FEDERAL WAY, WA 98003
CIRCUIT PANEL SCHEDULE
22x34 SCALE: NTS 111x17 SCALE: NTS
2 ELECTRICAL ONE -LINE DIAGRAM
22x34 SCALE: NTS I 11x17 SCALE: NTS
1
16'-0"
(E) CONCRETE PAD
3'-2" 6'-0" 6'-10"
METAL DOOR
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PROPOSED COAX
CABLE LADDER
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AB S
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1 � 11 ! r as� I
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HINGED ACCESS PANEL
TO UMTS CABINET
EQUIPMENT SHELTER ENCLOSURE PLAN
22x34 SCALE: 1/2"=V-0" 11x17 SCALE: 114"=1'•0"
ENGINEERED
2"x4" SOLID TRUSSES @ 24" O.C.
SIMPSON BLOCKING 1/2" CDX
STRONGTIE H-2.5 BETWEEN PLYWOOD
@ EACH TRUSS TRUSSES
TO TOP PLATES
DOUBLE
2"x4" TOP
PLATES
I
I
CABLE TRAY
MODIFIED TO FIT
WITHIN PROPOSED
SHELTER ❑
S
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C
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z
(2)12"x18" WOOD L)
LOUVER VENT W/ ui
SCREEN 12" OFF r
FLOOR, TYP OF 4
30 YR COMPOSITION
15 LB FELT SHINGLES
CONVENTIONAL LIGHT FRAMING
ROOF:
COMPOSITION SHINGLES
15 LB. ROOFING FELT
1/2" PLYWOOD SHEATHING
MANUFACTURED ROOF TRUSSES
4/12 PITCH 24" O.C.
EXTERIOR WALLS:
BEVEL SIDING
15 LB. FELT OR TYVEX HOUSE WRAP
2"x4" WOOD STUDS AT 16" 0/C W/ 2"x4"
P.T. BOTTOM PLATE AND (2) 2"x4" TOP
PLATES
PROPOSED OPENING FOR
(E) UMTS COAX AND (N) COAX
POWER ROOF VENT
MASTER FLOW PRO 3 (OR
EQUAL) (fYP OF 2)
PROPOSED HINGED
m ACCESS PANEL
1� TO UMTS CABINET
(E) 16'x13'
CONCRETE PAD
PROPOSED OPENING FOR
(E) SPRINT ICE BRIDGE
PROPOSED OPENING FOR
(E) CINGULAR ICE BRIDGE
EQUIPMENT SHELTER SOUTH ELEVATION
22x34 SCALE: 1/4"=T-0" 111x17 SCALE: 1/8"=V-0"
2' 1' 0 1' 2' 4'
6 (E)16'x13'
CONCRETE P
CORNERr-
.
BOTTOM ■
Il CONCRETE.,D
Surs•
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iK LATTICE
SIDING
V— (2) 12"x18" WOOD LOUVER VENT
W/ SCREEN 12" OFF FLOOR
4' 3' 2' 1' 0 4' 8'
EQUIP. SHELTER WEST ELEVATION 3
22x34 SCALE: 1/4"=V-0" lllxl7 SCALE: 1/8"=V-0"
(E) 16'x13'
CONCRETE PAD
PROPOSED OPENING FOR
(E) SPRINT ICE BRIDGE
1/2" THK LATTICE
SIGNAGE
4' 3' 2' 1' 0 4'
0
IIK LATTICE
" 0
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14201 NE 200th ST, SUITE 200
WOODINVILLE, WA 98072
PH:425.487.1732 FAX: 425.487.1734
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O3TPEEfiRMR LIS
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EVARES 0 ISM
SITE
SC1808 (WA109)
ENCHANTED PKWY
1741 S 356th ST
'All.
HEET TITLE
AP R�1
BEVEL SIDING
(E)16'x13'
CONCRETE PAD
rl
(2) 12"x18" WOOD LOUVER VENT
W/ SCREEN 12" OFF FLOOR
4' 3' 2' 1' 0 4' F
START DATE: 09120i05
DRAWN BY: �RF
CHECKED BY: Muvo
EQUIP. SHELTER EAST ELEVATION
2
REVISIONS
22x34SCALE: 1/4"=1'-0" 111x17SCALE: 1/8"=V-0"
11
L DATE. -. DESCBUmobi uRUL
EQUIPMENT SHELTER FRAMING DETAIL 5 EQUIPMENT SHELTER NORTH ELEVATION UILUJUR D T.
22x34 SCALE: NTS I 11x17 SCALE: NTS I Ux34 SCALE: 114'=1' 0" 11x17 SCALE: 118 =1'-0"