HomeMy WebLinkAboutUP 06-0022FILE NO.:
PROJECT TYPE:
APN:
APPLICANT
ADDRESS:
PHONE:
OWNER:
ADDRESS
REPRESENTATIVE:
ADDRESS:
s
PROJECT SUMMARY SHEET
UP 07-06
Use Permit
072-070-197
Clearwire LLC
381 South Lexington Dr
530-878-9117
Suite 103, Folsom, CA 95630
Leland Stanford Masonic Temple Association
PO Box 784, Chico, CA 95927
Epic Wireless/ David Wiltsee
381 South Lexington Dr. Suite 103, Folsom, CA 95630
PROJECT DESCRIPTION: Use Permit to collocate five panel antennas and four microwave dishes at the 113' height on
an existing 130' lattice tower. Additionally, ground equipment including radio cabinet & GPS antenna within the existing
compound
LOCATED: on the north side of West East Ave., 1300'(0.25 miles) northeast of the Hwy. 32 - West East Ave. intersection
(1110 West East Ave., Chico)
PROPERTY ZONED: A-5 (Agricultural, 5 -acre parcels)
GENERAL PLAN DESIGNATION: OFC (Orchard & Field Crops)
TOWN/AREA: Chico
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Application accepted: 9/7/2006 Amount: $ 3550.5 Receipt #: 456687, 456688
Assigned To: Chris Tolley
Comments sent to: Public Works Director, Environmental Health, Assessor, LAFCo, Agricultural Commissioner,
CDF, Building Manager, County Counsel
Sent to Inter -Departmental Review Committee (IDR):
Status Letter sent to applicant:
Date scheduled for IDR: 9/27/2006
Comments received from:
Rezone Petition Signatures Checked:
Mailing List/Lead-in Sheet:
Environmental Determination:
Clearinghouse circulation required: Yes No Date Sent to SCH:
State Clearinghouse No. Categorical Exemption-CEQA#
Negative Declaration
Mitigation Negative Declaration
Environmental Impact Report
Gen. Rule Ex. — CEQA #
Other
De Minimis:
Subject to Fish & Game:
Staff Recommends: Approval Denial �� f
Date Notices Mailed: Neg Dec. Hearing Number of Notic . rj
Newspaper Publication Date: Neg Dec. Hearing O (SI P G B
Planning Commission Hearing(s): Action taken:— -
Board of Supervisors' Hearing(s): Action taken:
Board Resolution No.: Ordinance No: Adopted:
Type Use Permit, Send for signature:
N.O.E. / N.O.D. / APPENDIX G: Fish & Game Fees Paid: Yes No
Send letter if approval/denial to applicant/representative:
Copies to Environmental Health, Building, Land Development:
Assessor's Memo:
Copy of Use Permit to GIS:
0, . 0
AGENT AUTHORIZATION
TO: Butte County, Department of Development Services:
Clearwire LLC (Agent: EPIC Wireless Group (David Wiltsee)) Phone Number (530) 878-9117
Print Name
381 South Lexington Dr., Ste 103, Folsom, CA 95630
Mailing Address
is hereby authorized to process the application for Clearwire LLC
on my property, identified as Butte County Assessor Parcel Number (APN) 042-070-197.
This authorization allows representation for all applications, hearings, appeals, etc. and to sign all documents
necessary for said processing, but not including document(s) relating to record title interest.
Owner(s) of Record: (sign and print name)
C'ca rzk M4, -J O.S ZA77 W AA .
Print
Signature
Print Name
Signature
Architect and/or Engineer:
Max Engineering by: Sam Lamendola Phone Number (717) 873-0466
Print Name of Architect/Engineer
9000 Southwest Freeway, Suite 410. Houston, TX 77074
Mailing Address
FOR OFFICE USE ONLY
Verify:
Date Received: �%� � �� (� Total Amount Received:
AP Number(s) � egal Description
Owners Authorization '® Zoning Requirements
Project Description ,Copies of plot plan
Taken by: C , �',� 1 Receipt No.
PW/LD Plan �c/�?0,EbE.H. CDF 70o NOD/NOE Fees AG. �
❑ Archaeological Resources Project Review Fee6$ 0.00 (paid by a separate check, necessary for all discretionary land
use projects requiring an environmental review, made payable to the Northeast Information Center)
Payment of the currently required Application Fee and/or Deposit (any unused portion of a deposit) will be returned upon
final action.
Current fee for this application i 7�, �) ,� �. S �� as of
Make check payable to "Butte County Treasurer".
Revised 1/27/05
CADocuments and Settings\Bryon\Local Setting\Temporary Internet Fi1es\0LK73\CA-CHC01 I Butte Uniform Application.doc
Page 2 of 4
COUNTY OF BUTTE
ENVIRONMENTAL INFORMATION FORM
(To be completed by Project Applicant)
GENERAL INFORMATION:
1. Name and address of owner, and/or deve
'PGt_:: lT e 7')A✓/7) �i�i/LISW
Date Filed
and/or project sponsor:
n- Ess, (29/Qc p
2. Address of project: .moi 44� . Ci4 9�>'73
Assessor's Parcel Number: ®x/ ,� 72 � - /97
3. Name, address, and telephone number of person to be contacted concerning this project:
D.4V1V 1,0/LTSE d!5 -_P/C /if%/.R�LESS cF/ 7ZiA/ del. ,
ST� 17):3. C4 �Rref,-3:::� 6-3x) .P-7oo-5//7
4. List and describe any other related permits and other public approvals required for this project, including
those required by city, regional, state and federal agencies: /ly"e-
5. Existing general plan designation:
6. Existing zoning district: A-5
7. How is land currently used? 11%IASbNiG L50244E al7d
r0Ci),2 6R00A.0
8. Proposed use of site (Project for which this form is filed): C_DGLOC/-�T�.�i +t!T�iilRl�s �%N
X1�'77it/G Tdiw9_R ' �/�I �7 to C3�-f3��ET" /i(! n.�iG C/1r�lr �AIA
If
Project Description:
L� ,Q�
7� -
9.
Site size:
(Acres/Sq. Feet)
10.
Off-street parking spaces: Full size: `10-.
Compact: '�1
Total:
11.
Plans attached: Yes No
12.
Proposed development schedule _ OpAl2LET_ eG/✓,577120C 7-101J
I%lkrg OF �5'cS'U /c AC_R0rL!7i/16
!D�17-
13.
Assgciated projects ,T//!l/!_-R_ AA/ {Z71/Wfl
Si'T�S C/�/CO;
14.
Anticipated incremental or phased development
■ Butte County Department of Development Services ■ Planning Division 0
Attach description of project containing the following information:
15. If residential, include the number of units, schedule of unit sizes, range of sale prices or rents, and type of
household size expected. y. 1A
16. If commercial, indicate the type, whether neighborhood, city or regionally oriented, square footage of sales
area and loading facilities. NIX
17. If industrial, indicate type, estimated employment per shift, and loading facilities -40
18. If institutional, indicate the major function, estimated employment per shift, estimated occupancy, loading
facilities, and community benefits to be derived from the project. ILI/A
19. If the project involves a minor variance, conditional use, rezoning application, or any development permits,
state this and indicate clearly why the application is required. If permits have already been issued, please
attach as Exhibit
Are the following items applicable to the project or its effects? Discuss below all items checked yes
(attach additional sheets as necessary).
YES NO
20. Change in existing features of any hills, buttes, canyons
Change in dust, ash, smoke, fumes or odors in vicinity. _
or substantial alteration of ground contours.
25.
21. Change in scenic views or vistas from existing residential
areas or public lands or roads.
or quantity, or alteration of existing drainage patterns.
22. Change in pattern or character of general area of project. _
26.
23. Significant amounts of solid waste or litter.
X
24.
Change in dust, ash, smoke, fumes or odors in vicinity. _
25.
Change in bay, lake, river, stream or ground water quality
or quantity, or alteration of existing drainage patterns.
26.
Substantial change in existing noise or vibration levels
X
in the vicinity.
27.
Site on filled land or on slopes of 10 percent or more.
28.
Use of, or disposal of potentially hazardous materials,
flammable
\/
such as toxic substances, or explosives.
29.
Substantial change in demand for municipal services
(police, fire, water, sewage, etc. including special districts). _
30.
Substantially increase fossil fuel consumption
(electricity, oil, natural gas,. etc.).
31.
Relationship to a larger project or series of projects. X
■ Butte County Department of Development Services ■ Planning Division ■
2
Environmental Setting: (Attach brief description)
32. Describe the project site as it exists before the project, including information on topography, soil stability,
plants and animals, and any cultural, historical, or scenic aspects. Describe any existing structures on the site
and the use of the structures. Attach photographs of the site. Snapshots or Polaroid photos will be accepted.
33. Describe the surrounding properties, including information on plants and animals and any cultural, historical,
or scenic aspects. Indicate the type of land use (residential, commercial, etc.), intensity of land use (one -
family, apartment houses, shops, department stores, etc.), and scale of development (height, frontage, set-
back, rear yard, etc.). Attach photographs of the vicinity. Snapshots or Polaroid photos will be accepted.
Certification
I hereby certify that the statements furnished above and in the attached exhibits present the data and information
required for this initial evaluation to the best of my ability, and that the facts, statements, and information presented are
true and correct to the best of my knowledge and belief.
71�-7106 ��_
Date Signature
3Z.
G'i�w0,1 ,esrc�ei. .1'.Vif 1e- a
33,
Ac, -Mo D/'-cha rj�zce.c4- -lo sig
k:\planning\forms\submittal\env.doc
■ Butte County Department of Development Services ■ Planning Division ■
3
A • •
USE PERMIT
APPLICATION PACKET CHECKLIST
This checklist is designed to assist applicants in making sure all necessary information is included in their
application packet. Please include this checklist along with your submittal.
Applicant Planner
l . ❑ ❑ Complete a Pre -Application. Review with the Environmental Health Division for on-
site sewage disposal requirements for the proposed use. The Environmental Health Division
charges a $202.00 fee for this review. (This fee will be applied towards the $404.00
Environmental Health Division fee required at the time of application submittal).
A/0 f re� u4,Ysc1 - 6(,,1-e /,7� - /Ue, -v e-4 e ev J ewe.-
2 . A completed, signed, Uniform Application and Environmental Information form. If the.
application is signed by an agent for the property owner, an went authorization form must
be submitted along with the Uniform Application. The application shall not be accepted
unless signed by the owner or authorized agent. ,g, -.e{
3. -Payment of the currently required Application Fee and/or Deposit (Any unused portion of
the deposit will be returned upon final action, if any remains.) (Planner advises applicant)
4. Ld Thirty-five 35) copies of plans which shall include a detailed site plan drawn to scale. All
plans shall be drawn on uniform size sheets no greater than 24" x 36". The finished plans
shall be folded to 8 %2" x 11". The detailed site plan must include:
a . Er Name and address of Applicant, Engineer and/or person who prepared the plan
b . U Property lines and lot dimensions
c. 0 Assessor Parcel Number(s) and the street address.
d. Proposed use and/or uses of the property.
e . Er ❑ Proposed landscaping plan, if applicable.
f. EJ Ef Dimensioned
locations of existing and proposed improvements on the property_
(including, but not limited to, buildings, driveways, parking areas, wells, septic tanks
and leach fields):.
IF INSUFFICIENT INFORMATION IS SUBMITTED, THE APPLICATION WILL BE DEEMED INCOMPLETE.
5.
g. Distances from any -significant natural and constructed features of the property, such as
streets, access roads, streams, rock outcroppings, major tree stands, storm drains,
bodies of water, railroads, to the property lines.
h. LJ Location of all slope banks, ponds, creeks, buttes, sloughs, rock outcroppings, natural
drainage courses, irrigation canals and existing vegetation worthy of consideration for
preservation, such as oak trees.
1. Any existing faults or fractures and geologic hazards.
J. E LJ North arrow and scale of drawing. All plans shall be drawn to an engineering scale
with the preferred scale of 1" = 20', with a north arrow preferably oriented to the top
of sheet.
k. All plans must be clear and legible.
Er One copy of 8 %' x 11" transparency reduction of the detailed site plan.
6. LSI ld A vicinity map showing closest major cross streets, zoning and existing land use.
After a meeting with a Butte County Planner the following checked items will be required to be submitted
at the time of application: (optional)
7. ❑ ❑ One (1) set of colored.plans mounted on foam boards, which shall include an
illustrative site plan, illustrative building elevations, and any necessary cross-sections.
Portions of this requirement may be waived by the Planning Manager.
Portions waved ❑ YES ❑ NO
8. ❑ ❑ One (1) full size reproducible sepia for each sheet in the plan set of the detailed site plan.
9. ❑ F-11 Building materials on a sample board, 8 %z" X 11 ".
10. ❑ ❑ Detailed site plan including the following:
a. ❑ ❑ Building setbacks from the ultimate road right-of-way (front, rear, sides).
b. ❑ - ❑
C. ❑ ❑
Proposed and existing on-site driveways and/or roads.
Location, height, and materials of walls and fences (sections may be required).
- - --- - - --_ -_- ----- -- 1- r T%T T%T7 ^ /Lr%TATrV-aXDT RTC
d. ❑
El
All driveways, drawn to scale, on adiacent and across the street properties within
100 feet of the subject site.
e. ❑
❑
Existing curbs, gutters, sidewalks and existing paving widths on-site or within 100
feet of the site, on adjacent and across the street properties.
f. ❑
❑
Typical street section(s).
g. ❑
❑
Nearest cross streets on both sides with plus or minus distances from subject site.
h. ❑
❑
Approximate location of all buildings within 100 feet, on adjacent properties.
I. ❑
❑
Proposed method of sewer and water connection or alternative method of sewage
disposal and potable water supply.
j . ❑
❑
Existing and nearest fire hydrants.
k. ❑
❑
Access, both pedestrian and vehicular, showing service areas and points of ingress and
egress.
i. ❑
❑
Internal circulation pattern.
m. ❑
❑
Elevation contours, at a minimum per USGS maps.
11. ❑
❑ Illustrative. Site Plan
The plan should include a graphic scale and north arrow, all proposed and existing improvements, landscape
concepts such
as earth mounding and meandering walkways, walls, ground cover, trees, shrubs, shadows, paving
and other elements as maybe necessary to illustrate the site plan. (Dimensions maybe excluded from this plan.)
12. ®
❑
Conceptual Grading Plan
Items to be shown include:
a. ❑
❑
Natural areas to be preserved.
b. 11
❑
Proposed cut and fill areas in contrasting colors of zipatone pattern..
0
•
c. ❑ ❑ Existing and proposed contours within 100 feet of project boundaries.
d. ❑ ❑ Proposed drainage and flood control facilities.
e. .❑ ❑ Erosion control measures (e.g. -.slope landscaping).
f. ❑ ❑ Natural drainage.
g. ❑ ❑ Elevations and finished contours.
h. ❑ ❑ Location of retaining walls, drainage channels and existing structures.
- I. ❑ ❑ Location, elevation and size of proposed building pads.
13. ❑ � ❑ Illustrative Building Elevations
Illustrative building elevations showing all sides of existing and proposed buildings and structures. Illustrative
building elevations means architectural elevations showing typical materials to be used, trees, landscaping and
shadows to give the elevations graphic dimension.
Additional information may be required in order to clarify, amplify, correct or otherwise supplement the above
submittal information or to complete any required environmental review documents, as deemed necessary by the
Department of Development Services, Public Works, Environmental Health Division, Butte County Fire
Department, or Agriculture Commissioner.
Signature:
Applicant/Repres tative
L 01C Gt%
Signature: 2:52 4
Planner Receiving Application
KAFORMSTLANNING FORMS\usepermitchecUstdoc
Revised 2/1/05
Date: 27-7 lee,
Date:
TlP; naeT TrrIT . T YMPORMATTOW ig Si IRM M7ED. THE APPLICATION WILL BE DEEMM INCOMPLETE.
� FILE COPY �
RESOLUTION NO. PC 06-65
A RESOLUTION OF THE BUTTE COUNTY PLANNING COMMISSION APPROVING
USE PERMIT 06-0022
WHEREAS, the Planning Commission has considered Use Permit 06-0022 for Clearwire,
LLC, in accordance with Chapter 24, Section 45; Use Permits, of the Butte County Code on
Assessor's Parcel Number 042-070-197; and
WHEREAS, the Planning Commission has determined that project is categorically
exempt under Section 15311 in accordance with the California Environmental Quality Act; and
WHEREAS, said Use Permit was referred to various affected public and private agencies,
County departments, and referral agencies for review and comments; and
WHEREAS, the Use Permit was considered. at a duly noticed public hearing held on
November 30,2006; and
WHEREAS, the Planning Commission has considered a report from the Planning
Division and public comments.
NOW, THEREFORE, BE IT RESOLVED, that the Planning Commission:
I. Finds that this project is exempt from the provisions of the California
Environmental Quality Act under Section 15311. Section 15311 consists of
construction of minor structures accessory (appurtenant) to existing facilities.
Antennas placed on an existing communications lattice tower are considered to be
accessory structures.
A. Because the project is exempt from the provisions of CEQA, the payment of fees
pursuant to Fish and Game Code Section 711.4 and 14 CCR 753.5 is not required.
B. The custodian of the record is the Department of Development Services. The
location of the record is 7 County Center Drive, Oroville CA 95965.
II. Makes the following Use Permit findings:
A. The proposed location, size, design, and operating characteristics of the
proposed use are in accordance with the purpose of this Ordinance, the
purpose of the zone in which the site is located, the Butte County General
Plan, and the development policies and standards of the County because:
Conditions of approval have been applied to this project pursuant to the
applicable requirements of Zoning Code Section 24-262 (Wireless
Communication Facilities). The project is in accordance with the purpose of
the A-5 Zone and the Butte County General Plan land use designation
Orchard and Field Crops, in which the land lies. The Orchard and Field
Crops land use designation allows public utilities as Secondary Uses. The A-
5 zone allows collocations with approval of a Use Permit when the facilities
that fall within 1, 000 feet of the zones identified in the "Permit Requirements "
table located in section 24-262(d).
1
B. The location, size, design, and operating characteristics of the proposed use
would be compatible with, and would not adversely affect, or be detrimental
to adjacent uses, residents, buildings, structures, or natural resources, with
consideration given to:
1. Harmony in scale, bulk, coverage, and density:
The proposed antennas and microwave dishes would not increase the
height of the existing communications lattice tower or extend horizontally
beyond the existing vertical plane.
2. The availability of public facilities, services and utilities:
Electrical power service is already established to the property and no
additional services or utilities are required. A water source and a sewage
disposal system are not required.
3. The harmful effect, if any, upon desirable neighborhood character:
The project site is already developed with a 130 foot tall communications
lattice tower and accessory ground mounted equipment cabinets and
shelters. The radio-frequency emissions from the existing and proposed
antennas and microwave dishes would meet FCC standards for public
exposure. The proposed antennas would not result in a significant visual
impact to the neighborhood in that the new antennas and mounting
hardware would be painted to match the color of the existing tower.
4. The generation of traffic and the capacity and physical character of
surrounding streets:
Only a minor amount of vehicle traffic would be generated during
installation of the antennas, microwave dishes and equipment cabinet. The
project would result in approximately one to two site visits per month by
maintenance personnel. West East Avenue, which would provide access
for the project site, would not be impacted by this increase in vehicular
traffic.
5. The suitability of the site for the type and intensity of use or development
which is proposed:
The site is ideally suited for the project because the proposed antennas
and microwave dishes would be mounted on an existing communications
lattice tower.
6. Any other relevant impact of the proposed use:
The Planning Division has circulated the proposed communication facility
application to County Agencies and has received no evidence that the use
would cause any other relevant impact.
C. Based on the above findings, the proposed location, size, design, and
operating characteristics of the proposed use and the conditions under which it
would be operated or maintained would not be detrimental to the public
health, safety or welfare, or injurious to properties or improvements in the
vicinity.
2
•
•
D. The proposed use will comply with each of the applicable provisions of Butte
County Code Chapter 24, Section 262.
E. This project would place antennas on an existing communications lattice
tower, which eliminates the need for a new communications tower/monopole
to be erected elsewhere in the project area.
F. The radio-frequency emissions generated by the antennas on the
communications lattice tower would be below the public exposure limits set
by the Federal Communications Commission for wireless communication
facilities.
G. The proposed antennas and microwave dishes would not create any impacts to
aircraft operations because they will not increase the height of the existing
communications lattice tower nor extend horizontally beyond the existing
antennas.
H. Wireless telephone services are regulated by the California Public Utilities
Commission and are considered to be a public use.
M. Approves Use Permit 06-0022 for Clearwire, LLC, subject to the conditions as set
forth in the attachment Exhibit A to the resolution.
DULY PASSED AND ADOPTED this 30th Day of November, 2006, the following vote:
AYES: Commissioners Marin, Leland, Lambert, Wilson, and Chairman Nelson
NOES: No one
ABSENT: No one
ABSTAIN: No one
CHUCK NELSON, Chairman
Planning Commission
County of Butte, State of California
ATTEST:
L RICHARDSON, Secretary
Planning Commission
County of Butte, State of California
3
•
EXHIBIT A
USE PERMIT
BUTTE COUNTY PLANNING COMMISSION DATE:
•
(Certified Mail Rec.)
UP06-0022
PERMIT NO.
042-070-197
ASSESSOR'S PARCEL NO.
Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special
conditions set forth below: Clearwire, LLC is hereby granted a Use Permit in accordance with
application filed to collocate four pannel antennas and four microwave dishes at a height of 113 -
feet within 1,000 feet of designated residential zones. Approval is also granted for the
associated ground equipment and Global Positioning System antenna. The project site is zoned
A-5 and is designated as Orchard and Field Crops by the Butte County General Plan.
1. Failure to comply with the conditions specified herein as ' the basis for approval of
application and issuance of permit constitutes cause for the revocation of said permit in
accordance with the procedures set forth in the Butte County Zoning Ordinance,
including Butte County Code Sec. 24-45.
2. Unless otherwise provided for in a special condition to this Use Permit, all conditions
must be completed prior to or concurrently with the establishment of the granted use.
The use granted by this permit must be established within 24 months of the delivery of
the countersigned permit to the Permittee.
Minor changes may be approved administratively by the Directors of Development
Services, Environmental Health, or Public Works upon receipt of a substantiated written
request by the applicant, or their respective designee. Prior to such approval, verification
shall be made by each Department or Division that the modification is consistent with the
application, fees paid, and environmental determination as conditionally approved.
Changes deemed to be major or significant in nature shall require a formal application for
amendment.
4. If any use for which a Use Permit has been granted is not established within two. years of
the date of receipt of the countersigned permit by the Permittee, the permit shall become
null and void and reapplication and a new permit shall be required to establish the use.
5. The terms and conditions of this permit shall run with the land and shall be binding upon
and be to the benefit of the heirs, legal representatives, successors, and assigns of the
Permittee.
0
Conditions of Approval:
Planning Division
1. The project site shall be developed in accordance with the approved project site plan and
the conditions contained herein. Said site plan is on file in the Planning Division, is
identified as "Attachment D" and date-stamped September 7, 2006, and is incorporated
herein by this reference.
2. The new antennas, microwave dishes and mounting hardware shall be painted to match
the color scheme of the existing tower.
3. The installation of the Facility shall comply with all applicable building and electrical
codes. The Facility operator shall submit certification from a registered structural
engineer to the Building Division that all associated monopoles and towers in excess of
thirty (30) feet in height will withstand sustained winds as required by the Uniform
Building Code.
4. No advertisements or displays shall be permitted on the Facility.
5. The placement of any antenna or structure shall not adversely affect any on-site sewage
disposal system or its replacement area without written approval from the Division of
Environmental Health.
6. The installation of the Facility shall not violate any existing deed restrictions.
7. The Facility shall have a twelve (12) foot wide all-weather access to a publicly
maintained road capable of supporting a forty thousand (40,000) pound fire apparatus
with fifteen (15) feet of vertical clearance.
8. There shall be no outdoor vehicle or equipment storage except for emergency purposes.
9. The Facility shall fall within current standards and regulations of the FAA, the FCC, and
any other State and/or Federal agency with the authority to regulate such Facility. If such
standards and regulations are changed, the property owner or responsible party shall
bring the Facility into compliance with such revised standards and regulations within
ninety (90) days of the effective date of such standards and regulations, unless a more
stringent compliance schedule is mandated by the controlling agency.
10. The Facility or combination of the Facilities on the site shall not generate, at any time,
electromagnetic frequency radiation (EMF) or radio frequency radiation (RF) in excess of
the FCC adopted standards for human exposure, as amended over time.
11. If it is found that the Facility is or will be detrimental to the health, safety, or welfare of
persons working or residing near such facility, then the service provider(s) and property
owner shall be jointly and solely responsible for the removal, adjustment, or replacement
of the Facility. In no case shall the Facility remain in operation if it is found to create a
hazard to health, safety, and welfare. The Facility shall not be found to create a hazard to
health, safety, or welfare as a result of EMF or RF emissions from the Facility so long as
it meets all current standards established by the FCC, pursuant to FCC OET 65.
12. Prior to issuance of the Use Permit, the applicant shall post a performance security in an
amount and form determined by the Director of Development Services that is sufficient
to cover the cost of a one-time test by a radio frequency consultant selected by the
County, sufficient to determine whether the Facility's RF/EMF emissions comply with
FCC standards. If the Facility's emissions are determined to exceed FCC standards, the
5
applicant is required to pay for such other tests and other corrective measures as are
necessary to establish compliance with FCC OET 65 and its successors and such
noncompliance shall constitute sufficient grounds to commence a permit revocation
hearing which may lead to permit revocation. The applicant shall cooperate in all
respects with the County's consultant to assist the consultant to reach his/her conclusion.
13. All Facilities that are not in continual use for a period of six (6) months shall be
considered abandoned. Abandoned Facilities are hereby designated as unlawful and as
public nuisances, requiring no amortization period.
14. The Facility may not encroach into, under, over, above, or upon any public street in the
unincorporated area of the County in the absence of a valid encroachment permit from
the County.
15. The owner/operator of the Facility shall annually submit a written verification, attested to
under penalty of perjury, signed by both the owner/operator and an FCC licensee in the
employ of or retained by the owner/operator, that the radio frequency
radiation/electromagnetic frequency (RF/EMF) emitted by the facility conforms to safety
standards set forth in FCC OET 65. The reports prepared for the Facility shall conform to
reporting requirements set by the FCC and the County. The reports shall be submitted to
the Planning Division no later than January 31 of each year.
16. The Facility shall be secured at all times to prevent access by the public.
17. The collocation of the antennas allowed by this Use Permit requires the issuance of a
building permit from the Butte County Building Division. The Building Division, based
upon engineered calculations submitted by the applicant, may determine that the lattice
tower cannot physically support the requested number of antennas. If that is the case, the
number of new antennas allowed on the tower may be less than the number of antennas
permitted by this Use Permit.
California Department of Forestry/Butte County Fire
18. Prior to building construction, provide an all weather access of at least 10 feet wide and
vertical clearance of 15 feet that will allow for ingress and egress and accommodate a
40,000 pound fire apparatus to within 150 feet of all structures.
Environmental Health Division
19. Prior to issuance of a building permit, provide a completed Hazardous Materials Release
Response Plan to Butte County Environmental Health as required by Chapter 6.95 of the
California Health & Safety Code.
Pacific Gas and.Electric
20. Any relocation or rearrangement of any existing PG&E facilities in the area to
accommodate this project will be at the expense of the developer.
21. There shall be no building of structures, or the storage of materials allowed over or under
any existing PG&E facilities, or inside any easements that exist which would infringe on
PG&E easement rights.
County Counsel
C"
0
22. If this entire matter or any finding, action or condition of this matter is appealed to the
Board of Supervisors, the applicant or any other developer/operator other than the
applicant agrees to indemnify the County of Butte from liability or loss related to the
approval of this project and agrees to sign an indemnification agreement in a form
approved by County Counsel before the Board's appeal hearing. If the application is not
appealed, this condition is deemed satisfied.
NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and
Health Division permits before starting construction, nor does it waive any other requirements.
Butte County Planning Commission Chairman
cc: Land Development Division
Building Division
Environmental Health Division
Butte County Fire Department/CDF
Assessors Office
Owner
z:\up\clearwire Ile up 07-06\planning conunission documents\clearwire Ile - up06-0022 - agenda report draft.doc
7
COUNTY OF BUTTE • FIELD • NUMBER �
OROVILLE, CALIFORNIA PURCHASE ORDER F 07-172
S Chico Enterprise Record
U Attn: Donna
P P.O. Box 9
P Chico, CA 95927
L
I
E
R
Issued By DDS/Planning Division
Department
�a �7 X06
DATE
QNTY
INVOICE NUMBER AND DESCRIPTION
AMOUNT
CHARGE TO
W.O. #
11/9/06
AMOUNT
NOTICE OF PUBLIC HEARING
00.70
40-001-53
2
To be published in the Chico Enterprise Record
3
Thursday, November 16, 2006
4
Please furnish this office two copies of the affidavit of
5
Publication.
6
(Clearwire, LLC, UP06-0022' r/
Butte County Planning
Lynn - 538-7602
7 County Center Drive U l e y
Oroville, CA 95965 1
Account #016410
I TOTALI 110' 9C2 ITOTALI � 10- 9C2 I
I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed
or delivered or, where authorized, are hereby contracted for and that there is a Budget Appropriation for the same.
F 07-172
Date: 110*0 y1-GiQ9&",C
e men ea or u onze epu
SUPPLIER NO.
Submit WHITE, CANARY and PINK to PURCHASING SERVICES with supplier's invoice. Retain GOLDENROD
DEPT
ACCOUNT NO.
PROJECT NO.
INVOICE NO.
INV. DATE
ENCUMBRANCE
AMOUNT
1
2
3
4
5
6
Submit WHITE, CANARY and PINK to PURCHASING SERVICES with supplier's invoice. Retain GOLDENROD
BUTTE COUNTY PLANNING COMMISSION
NOTICE OF A PUBLIC HEARING
Notice is hereby given by the Butte County Planning Commission that a public hearing is published
for Thursday, November 30, 2006, in the Butte County Board of Supervisors' Room, County
Administration Center, 25 County Center Drive, Oroville, California, regarding the following item:
ITEM DETERMINED TO BE CATEGORICALLY EXEMPT
FROM ENVIRONMENTAL REVIEW
Name: Clearwire,LLC Project: Use Permit, UP06-0022
Planner: Chris Tolley APN: 042-070-197 Zoning: A-5
Location: 1110 WestEast Avenue (on the north side of West East Avenue, 0.25 miles northeast of
the Highway 32, West East Avenue intersection), on the west side of the City of Chico.
Proposal: Use Permit to collocate four panel antennas at a height of 113 feet on an existing 130 -
foot communications tower and the installation of ground equipment including radio cabinets and a
Global Positioning System antenna within the existing compound.
The above mentioned application is on file and available for public viewing at the office of the Butte
County Development Services Department, Planning Division, 7 County Center Drive, Oroville,
California. For information call: Chris Tolley, (530) 538-7603, (Monday through Friday, 7:30 a.m.
to 4:30 p.m.) Comments maybe submitted in writing at anytime prior to the hearing or orally at the
meeting listed above or as may be continued to a later date. Upon action taken by the Planning
Commission on the project an appeal may be filed with the Clerk of the Board of Supervisors. The
appeal period is 10 days. If you challenge the above application in court, you may be limited to
raising only those issues you or someone else raised at the public hearing described in this notice or
in written correspondence delivered to the Planning Commission, at or prior to, the public hearing.
BUTTE COUNTY PLANNING COMMISSION
TIM SNELLINGS, DIRECTOR OF DEVELOPMENT SERVICES
ADVERTISING INVOICE STATEMENT
CHICO ENTERPRISE RECORD
400 EAST PARK AVE.
(P.O. BOX 9)
CHICO, CA 95927
530-891-1234
ACCOUNT: 016410 November 17, 2006
B.C. DEPT OF DEV
7 COUNTY CENTER DRIVE
OROVILLE, CA 95965
NOTICE OF PUBLIC HEARING
P.O. # F07-172
PUB: NOVEMBER 16, 2006
111/4 " @ 9.68 / IN
INTERNET
108.90
2.00
TOTAL DUE: 110.90
(SPACE FOR FILING STAMP ONLY)
IN THE SUPERIOR COURT OF THE STATE OF CALIFORNIA,
IN AND FOR THE COUNTY OF BUTTE
In The Matter Of
NOTICE OF A PUBLIC HEARING-UP06-022 NO:
AFFIDAVIT OF PUBLICATION
State of California
SS.
County of Butte
The undersigned resident of the county of
Butte, State of California, says:
That I am, and at all time herein mentioned
Was a citizen of the United States and not a party
To nor interested in the above entitled matter;
That I am the principal clerk of the printer and
Publisher of
The Chico Enterprise -Record
The Oroville Mercury -Register
That said newspaper is one of general circula-
Tion as.defined by Section 6000 Government
Code of the State of California, Case No. 26796
By the Superior Court of the State of California,
In and for the County of Butte; that said newspa-
Per at all times herein mentioned was printed
And published daily in the City of Chico and
County of Butte; that the notice of which the
Annexed is a true printed copy, was published in
Said newspaper on the following days
NOVEMBER 16, 2006.
Dated November 16. 2006.
4t Chico, Califor
(Signature)
1, -, • BUTT E UUUN I Y PLANNING UUMN11b +VPI . . .
NOTICE OF A PUBLIC HEARING l
4otice is herebygiven by the Butte County Planning Commission that a public
nearing is published for Thursday, November 30, 2006, in the Butte County
Board of Supervisors' Room, County Administration Center, 25 County Center
Drive, Oroville, California, regarding the following item
:
ITEM DETERMINED TO BE CATEGORICALL, EXEMPT' FROM .
ENVIRONMENTAL REVIEW,
Name: Clearwire, LLC + -•-Project: Use Permit UP06-0022
Planner: Chris Tolley . 1 APN: 042-070-197 Zoning: A-5
Location: 1110 West East'AVenue (on tKe'north side of West East Avenue,'
0.25 miles northeast of the Highway 32,%West East Avenue intersection), on
the west side of the City of Chico. .
Proposal: Use. Permit to collocate four panel antennas ata height of 113 feet
on an existing,130-foot communications tower and installation of ground
equipment including radio cabinets and a Glbbal.Positioning System antenna
within the existing compound.',
The above mentioned application is on file and available for -public viewing at
the office of the Butte County Development Services Department, Planning
'divisions, 7 Countg.,Center Drive, Oroville'California. For information call :
Chris Tolley, (530) 538-7603, (Monday through Friday, 7:30 a.m: tof4:30 p.m.)
Comments maybe submitted in writing at any time prior to the hearing or oral-
�ly at the meeting listed above or as may be continued to a later ate. Upon
action.taken by the Planning Commission on the project an appeal may be
filed with the Clerk of the Board of Supervisors the Appeal period is 10 days.
ay
It you challenge the -above application in court;!you mbe limited to raising,
only those issues you'or someone else -raised at the public hearing described
in this notice or in written correspondence delivered to the Planning Commis-
sion, at or prior to; the public hearing." ,
BUTTE COUNTY PLANNING COMMISSION
TIM SNELLINGS, DIRECTOR OF. DEVELOPMENT SERVICES
P0: F07-172
Pablish' 11 /16/2006 R ti
No.
..................................
In the Matter of
Affidavit of Publication
--of--
B-02
a
RESOLUTION NO. PC 06-65
A RESOLUTION OF THE BUTTE COUNTY PLANNING COMMISSION APPROVING
USE PERMIT 06-0022
WHEREAS, the Planning Commission has considered Use Permit 06-0022 for Clearwire,
LLC, in accordance with Chapter 24, Section 45; Use Permits, of the Butte County Code on
Assessor's Parcel Number 042-070-197; and
WHEREAS, the Planning Commission has determined that project is categorically
exempt under Section 15311 in accordance with the California Environmental Quality Act; and
WHEREAS, said Use Permit was referred to various affected public and private agencies,
County departments, and referral agencies for review and comments; and
WHEREAS, the Use Permit was considered. at a duly noticed public hearing held on
November 30, 2006; and
WHEREAS, the Planning Commission has considered a report from the Planning
Division and public comments.
NOW, THEREFORE, BE IT RESOLVED, that the Planning Commission:
I. Finds that this project is exempt from the provisions of the California
Environmental Quality Act under Section 15311. Section 15311 consists of
construction of minor structures accessory (appurtenant) to existing facilities.
Antennas placed on an existing communications lattice tower are considered to be
accessory structures.
A. Because the project is exempt from the provisions of CEQA, the payment of fees
pursuant to Fish and Game Code Section 711.4 and 14 CCR 753.5 is not required.
B. The custodian of the record is the Department of Development Services. The
location of the record is 7 County Center Drive, Oroville CA 95965.
II. Makes the following Use Permit findings:
A. The proposed location, size, design, and operating characteristics of the
proposed use are in accordance with the purpose of this Ordinance, the
purpose of the zone in which the site is located, the Butte County General
Plan, and the development policies and standards of the County because:
Conditions of approval have been applied to this project pursuant to the
applicable requirements of Zoning Code Section 24-262 (Wireless
Communication Facilities). The project is in accordance with the purpose of
the A-5 Zone and the Butte County General Plan land use designation
Orchard and Field Crops, in -which the land lies. The Orchard and Field
Crops land use designation allows public utilities as Secondary Uses. The A-
5 zone allows collocations with approval of a Use Permit when the facilities
that fall within 1, 000feet of the zones identified in the "Permit Requirements "
table located in section 24-262(d).
1
B. The location, size, design, and operating characteristics of the proposed use
would be compatible with, and would not adversely affect, or be detrimental
to adjacent uses, residents, buildings, structures, or natural resources, with
consideration given to:
1. Harmony in scale, bulk, coverage, and density:
The proposed antennas and microwave dishes would not increase the
height of the existing communications lattice tower or extend horizontally
beyond the existing vertical plane.
2. The availability of public facilities, services and utilities:
Electrical power service is already established to the property and no
additional services or utilities are required. A water source and a sewage
disposal system are not required.
3. The harmful effect, if any, upon desirable neighborhood character:
The project site is already developed with a 130 foot tall communications
lattice tower and accessory ground mounted equipment cabinets and
shelters. The radio-frequency emissions from the existing and proposed
antennas and microwave dishes would meet FCC standards for public
exposure. The proposed antennas would not result in a significant visual
impact to the neighborhood in that the new antennas and mounting
hardware would be painted to match the color of the existing tower.
4. The generation of traffic and the capacity and physical character of
surrounding streets:
Only a minor amount of vehicle traffic would be generated during
installation of the antennas, microwave dishes and equipment cabinet. The
project would result in approximately one to two site visits per month by
maintenance personnel. West East Avenue, which would provide access
for the project site, would not be impacted by this increase in vehicular
traffic.
5. The suitability of the site for the type and intensity of use or development
which is proposed:
The site is ideally suited for the project because the proposed antennas
and microwave dishes would be mounted on an existing communications
lattice tower.
6. Any other relevant impact of the proposed use:
The Planning Division has circulated the proposed communication facility
application to County Agencies and has received no evidence that the use
would cause any other relevant impact.
C. Based on the above findings, the proposed location, size, design, and
operating characteristics of the proposed use and the conditions under which it
would be operated or maintained would not be detrimental to the public
health, safety or welfare, or injurious to properties or improvements in the
vicinity.
0)
D. The proposed use will comply with each of the applicable provisions of Butte
County Code Chapter 24, Section 262.
E. This project would place antennas on an existing communications lattice
tower, which eliminates the need for a new communications tower/monopole
to be erected elsewhere in the project area.
F. The radio-frequency emissions generated by the antennas on the
communications lattice tower would be below the public exposure limits set
by the Federal Communications Commission for wireless communication
facilities.
G. The proposed antennas and microwave dishes would not create any impacts to
aircraft operations because they will not increase the height of the existing
communications lattice tower nor extend horizontally beyond the existing
antennas.
H. Wireless telephone services are regulated by the California Public Utilities
Commission and are considered to be a public use.
III. Approves Use Permit 06-0022 for Clearwire, LLC, subject to the conditions as set
forth in the attachment Exhibit A to the resolution.
DULY PASSED AND ADOPTED this 30th Day of November, 2006, the following vote:
AYES: Commissioners Marin, Leland, Lambert, Wilson, and Chairman Nelson
NOES: No one
ABSENT: No one
ABSTAIN: No one
CHUCK NELSON, Chairman
Planning Commission
County of Butte, State of California
ATTEST:
LYft RICHARDSON, Secretary
Planning Commission
County of Butte, State of California
3
e ^s
EXHIBIT A
USE PERMIT
BUTTE COUNTY PLANNING COMMISSION DATE:
(Certified Mail Rec.)
UP06-0022
PERMIT NO.
042-070-197
ASSESSOR'S PARCEL NO.
Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special
conditions set forth below: Clearwire, LLC is hereby granted a Use Permit in accordance with
application filed to collocate four pannel antennas and four microwave dishes at a height of 113 -
feet within 1,000 feet of designated residential zones. Approval is also granted for the
associated ground equipment and Global Positioning System antenna. The project site is zoned
A-5 and is designated as Orchard and Field Crops by the Butte County General Plan.
1. Failure to comply with the conditions specified herein as the basis for approval of
application and issuance of permit constitutes cause for the revocation of said permit in
accordance with the procedures set forth in the Butte County Zoning Ordinance,
including Butte County Code Sec. 24-45.
2. Unless otherwise provided for in a special condition to this Use Permit, all conditions
must be completed prior to or concurrently with the establishment of the granted use.
The use granted by this permit must be established within 24 months of the delivery of
the countersigned permit to the Permittee.
3. Minor changes may be approved administratively by the Directors of Development
Services, Environmental Health, or Public Works upon receipt of a substantiated written
request by the applicant, or their respective designee. Prior to such approval, verification
shall be made by each Department or Division that the modification is consistent with the
application, fees paid, and environmental determination as conditionally approved.
Changes deemed to be major or significant in nature shall require a formal application for
amendment.
4. If any use for which a Use Permit has been granted is not established within two years of
the date of receipt of the countersigned permit by the Permittee, the permit shall become
null and void and reapplication and a new permit shall be required to establish the use.
5. The terms and conditions of this permit shall run with the land and shall be binding upon
and be to the benefit of the heirs, legal representatives, successors, and assigns of the
Permittee.
4
Conditions of Approval:
Planning Division
1. The project site shall be developed in accordance with the approved project site plan and
the conditions contained herein. Said site plan is on file in the Planning Division, is
identified as "Attachment D" and date-stamped September 7, 2006, and is incorporated
herein by this reference.
2. The new antennas, microwave dishes and mounting hardware shall be painted to match
the color scheme of the existing tower.
3. The installation of the Facility shall comply with all applicable building and electrical
codes. The Facility operator shall submit certification from a registered structural
engineer to the Building Division that all associated monopoles and towers in excess of
thirty (30) feet in height will withstand sustained winds as required by the Uniform
Building Code.
4. No advertisements or displays shall be permitted on the Facility.
5. The placement of any antenna or structure shall not adversely affect any on-site sewage
disposal system or its replacement area without written approval from the Division of
Environmental Health.
6. The installation of the Facility shall not violate any existing deed restrictions.
7. The Facility shall have a twelve (12) foot wide all-weather access to a publicly
maintained road capable of supporting a forty thousand (40,000) pound fire apparatus
with fifteen (15) feet of vertical clearance.
8. There shall be no outdoor vehicle or equipment storage except for emergency purposes.
9. The Facility shall fall within current standards and regulations of the FAA, the FCC, and
any other State and/or Federal agency with the authority to regulate such Facility. If such
standards and regulations are changed, the property owner or responsible party shall
bring the Facility into compliance with such revised standards and regulations within
ninety (90) days of the effective date of such standards and regulations, unless a more
stringent compliance schedule is mandated by the controlling agency.
10. The Facility or combination of the Facilities on the site shall not generate, at any time,
electromagnetic frequency radiation (EMF) or radio frequency radiation (RF) in excess of
the FCC adopted standards for human exposure, as amended over time.
11. If it is found that the Facility is or will be detrimental to the health, safety, or welfare of
persons working or residing near such facility, then the service provider(s) and property
owner shall be jointly and solely responsible for the removal, adjustment, or replacement
of the Facility. In no case shall the Facility remain in operation if it is found to create a
hazard to health, safety, and welfare. The Facility shall not be found to create a hazard to
health, safety, or welfare as a result of EMF or RF emissions from the Facility so long as
it meets all current standards established by the FCC, pursuant to FCC OET 65.
12. Prior to issuance of the Use Permit, the applicant shall post a performance security in an
amount and form determined by the Director of Development Services that is sufficient
to cover the cost of a one-time test by a radio frequency consultant selected by the
County, sufficient to determine whether the Facility's RF/EMF emissions comply with
FCC standards. If the Facility's emissions are determined to exceed FCC standards, the
5
applicant is required to pay for such other tests and other corrective measures as are
necessary to establish compliance with FCC OET 65 and its successors and such
noncompliance shall constitute sufficient grounds to commence a permit revocation
hearing which may lead to permit revocation. The applicant shall cooperate in all
respects with the County's consultant to assist the consultant to reach his/her conclusion.
13. All Facilities that are not in continual use for a period of six (6) months shall be
considered abandoned. Abandoned Facilities are hereby designated as unlawful and as
public nuisances, requiring no amortization period.
14. The Facility may not encroach into, under, over, above, or upon any public street in the
unincorporated area of the County in the absence of a valid encroachment permit from
the County.
15. The owner/operator of the Facility shall annually submit a written verification, attested to
under penalty of perjury, signed by both the owner/operator and an FCC licensee in the
employ of or retained by the owner/operator, that the radio frequency
radiation/electromagnetic frequency (RF/EMF) emitted by the facility conforms to safety
standards set forth in FCC OET 65. The reports prepared for the Facility shall conform to
reporting requirements set by the FCC and the County. The reports shall be submitted to
the Planning Division no later than January 31 of each year.
16. The Facility shall be secured at all times to prevent access by the public.
17. The collocation of the antennas allowed by this Use Permit requires the issuance of a
building permit from the Butte County Building Division. The Building Division, based
upon engineered calculations submitted by the applicant, may determine that the lattice
tower cannot physically support the requested number of antennas. If that is the case, the
number of new antennas allowed on the tower may be less than the number of antennas
permitted by this Use Permit.
California Department of Forestry/Butte County Fire
18. Prior to building construction, provide an all weather access of at least 10 feet wide and
vertical clearance of 15 feet that will allow for ingress and egress and accommodate a
40,000 pound fire apparatus to within 150 feet of all structures.
Environmental Health Division
19. Prior to issuance of a building permit, provide a completed Hazardous Materials Release
Response Plan to Butte County Environmental Health as required by Chapter 6.95 of the
California Health & Safety Code.
Pacific Gas and.Electric
20. Any relocation or rearrangement of any existing PG&E facilities in the area to
accommodate this project will be at the expense of the developer.
21. There shall be no building of structures, or the storage of materials allowed over or under
any existing PG&E facilities, or inside any easements that exist which would infringe on
PG&E easement rights.
County Counsel
Co
I S
JP
22. If this entire matter or any finding, action or condition of this matter is appealed to the
Board of Supervisors, the applicant or any other developer/operator other than the
applicant agrees to indemnify the County of Butte from liability or loss related to the
approval of this project and agrees to sign an indemnification agreement in a form
approved by County Counsel before the Board's appeal hearing. If the application is not
appealed, this condition is deemed satisfied.
NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and
Health Division permits before starting construction, nor does it waive any other requirements.
r
B e County Planning Commission Chairman
cc: Land Development Division
Building Division
Environmental Health Division
Butte County Fire Department/CDF
Assessors Office
Owner
z:\up\clearwire llc up 07-06\planning commission documents\clearwire 11c - up06-0022 - agenda report draft.doc
7
USE PERMIT
'SEC 2 0 2006
BUTTE COUNTY PLANNING COMMISSION DATE:
(Certified Mail Rec.)
UP06-0022
PERMIT NO.
042-070-197
ASSESSOR'S PARCEL NO.
Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special
conditions set forth below: Clearwire, LLC is hereby granted a Use Permit in accordance with
application filed to collocate four pannel antennas and four microwave dishes at a height of 113 -
feet within 1,000 feet of designated residential zones. Approval is also granted for the
associated ground equipment and Global Positioning System antenna. The project site is zoned
A-5 and is designated as Orchard and Field Crops by the Butte County General Plan.
1. Failure to comply with the conditions specified herein as the basis for approval of
application and issuance of permit constitutes cause for the revocation of said permit in
accordance with the procedures set forth in the Butte County Zoning Ordinance,
including Butte County Code Sec. 24-45.
2. Unless otherwise provided for in a special condition to this Use Permit, all conditions
must be completed prior to or concurrently with the establishment of the granted use.
The use granted by this permit must be established within 24 months of the delivery of
the countersigned permit to the Permittee.
3. Minor changes may be approved administratively by the Directors of Development
Services, Environmental Health, or Public Works upon receipt of a substantiated written
request by the applicant, or their respective designee. Prior to such approval, verification
shall be made by each Department or Division that the modification is consistent with the
application, fees paid, and environmental determination as conditionally approved.
Changes deemed to be major or significant in nature shall require a formal application for
amendment.
4. If any use for which a Use Permit has been granted is not established within two years of
the date of receipt of the countersigned permit by the Permittee, the permit shall become
null and void and reapplication and a new permit shall be required to establish the use.
5. The terms and conditions of this permit shall run with the land and shall be binding upon
and be to the benefit of the heirs, legal representatives, successors, and assigns of the
Permittee.
1
Conditions of Approval:
Planning Division
The project site shall be developed in accordance with the approved project site plan and
the conditions contained herein. Said site plan is on file in 'the Planning Division, is
identified as "Attachment D" and date-stamped September 7, 2006, and is incorporated
herein by this reference.
2. The new antennas, microwave dishes and mounting hardware shall be painted to match
the color scheme of the existing tower.
3. The installation of the Facility shall comply with all applicable building and electrical
codes. The Facility operator shall submit certification from a registered structural
engineer to the Building Division that all associated monopoles and towers in excess of
thirty (30) feet in height will withstand sustained winds as required by the Uniform
Building Code.
4. No advertisements or displays shall be permitted on the Facility. .
5. The placement of any antenna or structure shall not adversely affect any on-site sewage
disposal system or its replacement area without written approval from the Division of
Environmental Health.
6. The installation of the Facility shall not violate any existing deed restrictions.
7. The Facility shall have a twelve (12) foot wide all-weather access to a publicly
maintained road capable of supporting a forty thousand (40,000) pound fire apparatus
with fifteen (15) feet of vertical clearance.
8. There shall be no outdoor vehicle or equipment storage except for emergency purposes.
9. The Facility shall fall within current standards and regulations of the FAA, the FCC, and
any other State and/or Federal agency with the authority to regulate such Facility. If such
standards and regulations are changed, the property owner or responsible party shall
bring the Facility into compliance with such revised standards and regulations within
ninety (90) days of the effective date of such standards and regulations, unless a more
stringent compliance schedule is mandated by the controlling agency.
10. The Facility or combination of the Facilities -on the site shall not generate, at any time,
electromagnetic frequency radiation (EMF) or radio frequency radiation (RF) in excess of
the FCC adopted standards for human exposure, as amended over time.
1.1. If it is found that the Facility is or will be detrimental to the health, safety, or welfare of
persons working or residing near such facility, then the service provider(s) and property
owner shall be jointly and solely responsible for the removal, adjustment, or replacement
of the Facility. In no case shall the Facility remain in operation if it is found to create a
hazard to health, safety, and welfare. The Facility shall not be found to create a hazard to
health, safety, or welfare as a result of EMF or RF emissions from the Facility so long as
it -meets all current standards established by the FCC, pursuant to FCC OET 65.
12. Prior to issuance of the Use Permit, the applicant shall post a performance security in an
amount and form determined by the Director of Development Services that is sufficient
to cover the cost of a one-time test by a radio frequency consultant selected by the
County, sufficient to determine whether the Facility's RF/EMF emissions comply with
FCC standards. If the Facility's emissions are determined to exceed FCC standards, the
i
2
applicant is required to pay for such other tests and other corrective measures as are
necessary to establish compliance with FCC OET 65 and its successors and such
noncompliance shall constitute sufficient grounds to commence a permit revocation
hearing which may lead to permit revocation. The applicant shall cooperate in all
respects with the County's consultant to assist the consultant to reach his/her conclusion.
13. All Facilities that are not in continual use for a period of six (6) months shall be
considered abandoned. Abandoned Facilities are hereby designated as unlawful and as
public nuisances, requiring no amortization period.
14. The Facility may not encroach into, under, over, above, or upon any public street in the
unincorporated area of the County in the absence of a valid encroachment permit from
the County.
15. The owner/operator of the Facility shall annually submit a written verification, attested to
under penalty of perjury, signed by both the owner/operator and an FCC licensee in the
employ of or retained by the owner/operator, that the radio frequency
radiation/electromagnetic frequency (RF/EMF) emitted by the facility conforms to safety
standards set forth in FCC OET 65. The reports prepared for the Facility shall conform to
reporting requirements set by the FCC and the County. The reports shall be submitted to
the Planning Division no later than January 31 of each year.
16. The Facility shall be secured at all times to prevent access by the public.
17. The collocation of the antennas allowed by this Use Permit requires the issuance of a
building permit from the Butte County Building Division. The Building Division, based
upon engineered calculations submitted by the applicant, may determine that the lattice
tower cannot physically support the requested number of antennas. If that is the case, the
number of new antennas allowed on the tower may be less than the number of antennas
permitted by this Use Permit.
California Department of Forestry/Butte County Fire
18. Prior to building construction, provide an all weather access of at least 10 feet wide and
vertical clearance of 15 feet that will allow for ingress and egress and accommodate a
40,000 pound fire apparatus to within 150 feet of all structures.
Environmental Health Division
19. Prior to issuance of a building permit, provide a completed Hazardous Materials Release
Response Plan to Butte County Environmental Health as required by Chapter 6.95 of the
California Health & Safety Code.
Pacific Gas and Electric
20. Any relocation or rearrangement of any existing PG&E facilities in the area to
accommodate this project will be at the expense of the developer.
21. There shall be no building of structures, or the storage of materials allowed over or under
any existing PG&E facilities, or inside any easements that exist which would infringe on
PG&E easement rights.
County Counsel
3
22. If this entire matter or any finding, action or condition of this matter is appealed to the
Board of Supervisors, 'the applicant or any other developer/operator other than the
applicant agrees to indemnify the County of Butte from liability or loss related to the
approval of this project and agrees to sign an indemnification agreement in a form
approved by County Counsel before the Board's appeal hearing. If the application is not
appealed, this condition is deemed satisfied.
I hereby declare under penalty of perjury that I have read the foregoing conditions, that
they are in fact the conditions which were imposed upon the granting of this use permit, and that
I agree to abide fully by said conditions.
c
Date: �e«�-6� %�
Applicant
NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building
and Health Division permits before starting uction, nor does it waive any other
requirements.
Butte County Planning Commission Chairman
cc: Land Development Division
Building Division
Environmental Health Division
Butte County Fire Department/CDF
Assessors Office
Owner
z:\up\clearwire llc up 07-06\planning commission documents\clearwire llc - up06-0022 - agenda report draft.doc
al
Butte County Department ofDevelopment Services
Tim Snellings, Director www.buttecounty.net/dds
7 County Center Drive
Oroville, CA 95965
(530) 538-7601 Telephone
(530) 538-7785 Facsimile
ADMINISTRATION * BUILDING * PLANNING
December 19, 2006
Clearwire LLC
381 South Lexington Dr. Suite 103
Folsom, CA 95630
Re: Use PermitUP06-0022, APN 042-070-197
Dear Clearwire LLC:
Enclosed is your validated Use Permit to collocate five panel antennas and four microwave
dishes at the 113' height on an existing 130' lattice tower. Additionally, ground equipment
including radio cabinet & GPS antenna within the existing compound.
Should you have any questions regarding this matter, please contact this office between 7:30
a.m. and 4:30 p.m., Monday through Friday.
Sincerely,
Tina Bonham
Office Specialist, Senior
enc.
cc: Land Development Division (g)
Building Division (y)
Environmental Health (p)
Department of Forestry (gld)
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Owner (w)
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Butte County Department ofDevelopment Services
Tim Snellings, Director www.buttecounty.net/dds
7 County Center Drive
Oroville, CA 95965
(530) 538-7601 Telephone
(530) 538-7785 Facsimile
Butte County Assessor's Office
Butte County Planning Department
Clearwire LLC, UP06-0022
December 19, 2006
Pursuant to Section 65863.5 of the Government Code, the following parcel identified as
042-070-197, was:
Rezoned from
Granted a variance to
to zoning district.
X Issued a conditional Use Permit to collocate five panel antennas and four
microwave dishes at the 113' height on an existing 130' lattice tower.
Additionally, ground equipment including radio cabinet & GPS antenna
within the existing compound, A-5,.
t ..
Butte County Department of Development Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 95965
(530) 538-7601 Telephone
(530) 538-7785 Facsimile
ADMINISTRATION * BUILDING * PLANNING
11/30/2006
Clearwire LLC
381 South Lexington Dr. Suite 103
Folsom, CA 95630
Re: Use Permit, UP 07-06, AP: 042-070-197
Gentlemen:
At the regular meeting of the Butte County Planning Commission held November 30, 2006, your
request for a Use PermitUse Permit to collocate five panel antennas and four microwave dishes at the
113' height on an existing 130' lattice tower. Additionally, ground equipment including radio cabinet
& GPS antenna within the existing compound, on property zoned, A-5, (Agricultural, 5 -acre parcels),
was approved subject to the conditions listed on the enclosures. The property is located on the
north side of West East Ave., 1300' (0.25 miles) northeast of the Hwy. 32 - West East Ave.
intersection (1110 West East Ave., Chico) Please sign both copies and return both copies to this
Division within 40 calendar days.
Should you desire to appeal any of the conditions imposed by the Planning Commission, you must
do so in writing prior to 5:00 p.m., Monday, December 11, 2006 to the:
Clerk of the Board of Supervisors
25 County Center Drive
Oroville, California, 95965
The appeal fee of $50.00 must be paid at that time. If you do not appeal, and if there are no other
appeals within the 10 calendar -day appeal period, the action of the Planning Commission is final.
APPROVAL OF PROJECT SUBJECT TO PAYMENT OF ALL APPLICABLE FEES
Payment of all applicable fees will be required as a condition of approval for your project. Prompt
payment of invoiced amounts will expedite the approval process in satisfying this condition.
Please be aware that failure to return the signed copies within 40 calendar days will invalidate the
Planning Commission's approval. Re-application to this Division would then be necessary.
4
0
The Use Permit is deemed granted when the enclosures have been signed by the applicant, with the
counter signature of the Chairman of the Planning Commission, and said permit is received by the
applicant by registered mail.
Pursuant to Section 66020 (d) (2) of the Government Code you are hereby notified that you have 90
days to register a protest challenging any fees, dedications, reservations, or exactions imposed as
conditions of approval for this project.
Should you have any questions regarding this matter, please contact Chris Tolley at 538-7603
between 8:00 a.m. and 4:00 p.m., Monday through Friday.
Sincerely,
LynnicR hardson
Commission Clerk
Cc: Epic Wireless/ David Wiltsee
Leland Stanford Masonic Temple Association
kAIetters\merge letters\APPRCATUP.dot
COi7MV '
NOV 2.0 2003
BUTTE COUNTY PLANNING COMMISSION DEVELOPAMNT
NOTICE OF A PUBLIC HEARING SERVICES
Notice is hereby given by the Butte County Planning Commission that a public hearing is published
for Thursday, November 30, 2006, in the Butte County Board of Supervisors' Room, County
Administration Center, 25 County Center Drive, Oroville, California, regarding the following item:
ITEM DETERMINED TO BE CATEGORICALLY EXEMPT
FROM ENVIRONMENTAL REVIEW
Name: Clearwire,LLC Project: Use Permit, UP06-0022
Planner: Chris Tolley APN: 042-070-197 Zoning: A-5
Location: 1110 WestEast Avenue (on the north side of West East Avenue, 0.25 miles northeast of
the Highway 32, West East Avenue intersection), on the west side of the City of Chico.
Proposal: Use Permit to collocate four panel antennas at a height of 113 feet on an existing 130 -
foot communications tower and the installation of ground equipment including radio cabinets and a
Global Positioning System antenna within the existing compound.
The above mentioned application is on file and available for public viewing at the office of the Butte
County Development Services Department, Planning Division, 7 County Center Drive, Oroville,
California. For information call: Chris Tolley, (530) 538-7603, (Monday through Friday, 7:30 a.m.
to 4:30 p.m.) Comments maybe submitted in writing at anytime prior to the hearing or orally at the
meeting listed above or as may be continued to a later date. Upon action taken by the Planning
Commission on the project an appeal may be filed with the Clerk of the Board of Supervisors. The
appeal period is 10 days. If you challenge the above application in court, you may be limited to
raising only those issues you or someone else'raised at the public hearing described in this notice or
in written correspondence delivered to the Planning Commission, at or prior to, the public hearing.
BUTTE COUNTY PLANNING COMMISSION
TIM SNELLINGS, DIRECTOR OF DEVELOPMENT SERVICES
To be published in the Chico Enterprise Record, Thursday, November 16, 2006.
Butte County Department of Development Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 95965
(530) 538-7601 Telephone
(530) 538-7785 Facsimile
ADMINISTRATION * BUILDING * PLANNING
November 16, 2006
Clearwire LLC
381 South Lexington Dr. Suite 103
Folsom, CA 95630
Re: UP 07-06, AP: 042-070-197
Gentlemen:
Enclosed is a copy of the Agenda Report concerning your application for a Use Permit to collocate five panel
antennas and four microwave dishes at the 113' height on an existing 130' lattice tower. Additionally, ground
equipment including radio cabinet & GPS antenna within the existing compound on property zoned A-5
(Agricultural, 5 -acre parcels). The project is located on the north side of West East Ave., 1300'(0.25 miles)
northeast of the Hwy. 32 - West East Ave. intersection (I 110 West East Ave., Chico). Should you have any
concerns with the report or conditions of approval, please contact us in advance of the meeting so that we may
work together to resolve your concerns.
A public hearing has been set for November 30, 2006, at 9:00 a.m. This meeting will be held in the Board of
Supervisors' Room, 25 County Center Drive, Oroville, California.
The Planning Commission recommends that the applicant or their authorized representative be present at the
hearing to respond to any questions the Commission may have.
Should you have any questions regarding this matter, please contact Chris Tolley of this office at 538-7603,
between 8:00 a.m. and 4:00 p.m., Monday through Friday.
Sincerely,
Lynn Richardson
Commission Clerk
Enc.
cc: Leland Stanford Masonic Temple Association
Environmental Health
Land Development
K:\letters\merge letterASCHEDULE.dot
•
BUTTE COUNTY PLANNING COMMISSION
AGENDA REPORT — November 30, 2006
Applicant: Clearwire, LLC Supervisor 2
District:
Owner: Leland Stanford Masonic
Temple Association
File #: UP06-0022 Planner: Chris Tolley
Request:
Clearwire, LLC requests a Use
Location: 1110 West East Avenue (on
Permit to collocate four panel
the north side of West East
antennas at a height of 113 -feet
Avenue, 0.25 miles
on an existing 130 -foot
northeast of the Highway 32
communications tower and the
- West East Avenue
installation of ground equipment
intersection), on the west
including radio cabinets and a
side of the City of Chico.
Global Positioning System
antenna within the existing
compound.
G.P.:
Orchard and Field Crops
Attachments:
Zoning:
A-5
A: Resolution with Exhibit A
B: General Plan/Zoning Map
Zone Date:
October 7, 1975
C: Vicinity Map
APN:
042-070-197
D: Site Plan
Parcel Size:
5.16
EXECUTIVE SUMMARY:
Clearwire, LLC requests a Use Permit to collocate four panel antennas at a height of 113 -feet on
an existing 130 -foot communications tower and the installation of ground equipment including
radio cabinets and a Global Positioning System antenna within 1,000 feet of designated
residential zones. The parcel is located at 1110 West East Avenue (on the north side of West East
Avenue, 0.25 miles northeast of the Highway 32 - West East Avenue intersection), on the west
side of the City of Chico. Staff recommends approval of this Use Permit with the findings and
conditions identified below.
PROJECT DESCRIPTION:
• Clearwire, LLC requests a Use Permit to collocate four panel antennas at a height of 113 -
feet on an existing 130 -foot communications tower and the installation of ground
equipment including radio cabinets and a Global Positioning System antenna within the
existing compound.
■ Butte County PLANNING COMMISSION AGENDA REPORT ■
■ November 30, 2006 ■ Clearwire, LLC UP06-0022 ■ Page 1 of 11 ■
• Three antennas are proposed to be installed immediately, and one antenna will be
collocated at a later date.
• The proposed panel antennas and ground equipment will provide wireless internet service
on behalf Clearwire, LLC in Chico and the surrounding areas. Clearwire, LLC is
concurrently applying for other facilities in Butte County, the City of Chico, the Town of
Paradise, Glenn County and Tehama County.
• The proposed panel antennas are 1.74 square feet in total area (36" long by 7" wide).
• The associated ground equipment will be placed on a concrete pad, inside the existing
fenced compound.
• The facility is currently unmanned, and will remain unmanned. Company technicians will
visit the site, approximately once a month, to perform routine maintenance.
• The existing tower will not be expanded or enlarged, and the proposed antennas will not
extend beyond the existing vertical plane.
• Access to the site is, and will continue to be, from West East Avenue.
• Exterior lighting would only be utilized during maintenance.
• No advertising signage is proposed, except the emergency contact information and those
required by the FCC.
SITE CHARACTERISTICS:
• The site is designated A-5 (Agricultural five acre minimum) by the Zoning Code. The
General Plan Land Use Designation is Orchard and Field Crops.
• The primary use of the site is for the Leland Stanford Masonic Temple.
• The existing lattice tower and initial communication facilities were approved by Building
Permit number 98-1854.
• The existing communication facilities are located at the height of 130 -feet, 123 -feet and
100 -feet.
• The existing tower and associated equipment are located within the 2,362.5 square foot
leased area.
• The parcels northwest, west and southwest of the project site are zoned A-5, and
designated Orchard and Field Crops by the Butte County General Plan. The parcels
northeast, east and southeast of the project site are zoned AR (Agricultural Residential),
R-4 (Residential) and S -R (Suburban Residential), and are designated Low Density
Residential by the Butte County General Plan.
Zoning/General Plan Consistency
• The site is designated Orchard and Field Crops by the Butte County General Plan, which
allows public uses as secondary uses. Wireless communications providers are considered
a public utility because they are regulated by the California Public Utilities Commission.
■ Butte County PLANNING COMMISSION AGENDA REPORT ■
■ November 30, 2006 ■ Clearwire, LLC UP06-0022 ■ Page 2 of 11 ■
i
• Section 24-91 of the Butte County Code states that communications facilities, including
the collocation of antennas on towers/poles, are not permitted in the A-5 (General
Commercial) zone unless a permit is obtained, subject to the requirements of Butte
County Code Section 24-262.
• Section 24-262(d) states that a Minor Use Permit must be obtained for the collocation of
antennas on an existing tower in the A-5 (General Commercial) Zone; however, a Use
Permit is required for facilities that fall within 1,000 -feet of the zones identified in
"Permit Requirements" table located in section 24-262(d), including the R-4 and SR
zones. Since the project site is located adjacent to the R-4 and SR zoned properties, a
Use Permit is required.
ANALYSIS:
• The proposed antennas are not expected to create any significant visual impacts because
they would not increase the height of the existing tower, nor will they extend beyond the
existing vertical plane.
• The site plan identifying the tower's elevation and proposed antennas show that they
would not significantly change the appearance of the tower.
• The antennas and mounting hardware are proposed to be painted to match the existing
tower.
• Only a minor amount of construction activity would be required to install the proposed
antennas and associated ground equipment.
• The project would not result in a significant increase in air emissions, fugitive dust
emissions, light, noise, or vehicle traffic.
• The new communication facilities will utilize a battery as back-up power.
Radio -Frequency Emissions
• A radio-frequency analysis, prepared by a registered electrical engineer, determined that
the emissions from the existing and proposed antennas would be 0.211 % of the FCC
standard for public exposure to radio-frequency (RF) emissions.
• The proposed operation of the site would be in compliance with the FCC requirements
for public exposure to RF radiation.
Conditions of Approval
The project has been conditioned to meet the requirements of Section 24-262, including:
• Radio-frequency emissions in excess of FCC standards are not allowed.
• The antennas must be painted to match the color scheme of the existing antennas and
tower.
• Facilities that are not in continual use for a period of six (6) months shall be considered to
be abandoned and must be removed.
■ Butte County PLANNING COMMISSION AGENDA REPORT ■
■ November 30, 2006 ■ Clearwire, LLC UP06-0022 ■ Page 3 of 11 ■
• Verification must be submitted annually attesting that the radio frequency
radiation/electromagnetic frequency (RF/EMF) emitted by the facility conforms to safety
standards set forth in FCC Office of Engineering & Technology Bulletin 65 (Evaluating
Compliance with FCC Guidelines for Human Exposure to Radiofrequency
Electromagnetic Fields, August 1997).
• Access to the site must be at least 12 feet wide and capable of supporting a 40,000 -pound
fire apparatus.
• Submittal of a bond or cash deposit is required to cover the cost of a radio-frequency
study and removal of the proposed facilities.
• Engineering analysis is required to ensure that the existing lattice tower would be able to
support the proposed antennas.
ENVIRONMENTAL REVIEW:
This application for a Use Permit to allow the collocation of antennas on an existing
communications tower is Categorically Exempt from the provisions of the California
Environmental Quality Act under Section 15311. Section 15311 consists of construction of
minor structures accessory (appurtenant) to existing facilities. Antennas placed on an existing
communications lattice tower are considered to be accessory structures.
Figure 1
Aerial Photograph
■ Butte County PLANNING COMMISSION AGENDA REPORT ■
■ November 30, 2006 ■ Clearwire, LLC UP06-0022 ■ Page 4 of 11 ■
0 •
ATTACHEMNT A
RESOLUTION -
A RESOLUTION OF THE BUTTE COUNTY PLANNING COMMISSION APPROVING
USE PERMIT 06-0022
WHEREAS, the Planning Commission has considered Use Permit 06-0022 for Clearwire,
LLC, in accordance with Chapter 24, Section 45; Use Permits, of the Butte County Code on
Assessor's Parcel Number 042-070-197; and
WHEREAS, the Planning Commission has determined that project is categorically
exempt under Section 15311 in accordance with the California Environmental Quality Act; and
WHEREAS, said Use Permit was referred to various affected public and private agencies,
County departments, and referral agencies for review and comments; and
WHEREAS, the Use Permit was considered at a duly noticed public hearing held on
November 30, 2006; and
WHEREAS, the Planning Commission has considered a report from the Planning
Division and public comments.
NOW, THEREFORE, BE IT RESOLVED, that the Planning Commission:
I. Finds that this project is exempt from the provisions of the California
Environmental Quality Act under Section 15311. Section 15311 consists of
construction of minor structures accessory (appurtenant) to existing facilities.
Antennas placed on an existing communications lattice tower are considered to be
accessory structures.
A. Because the project is exempt from the provisions of CEQA, the payment of fees
pursuant to Fish and Game Code Section 711.4 and 14 CCR 753.5 is not required.
B. The custodian of the record is the Department of Development Services. The
location of the record is 7 County Center Drive, Oroville CA 95965.
II. Makes the following Use Permit findings:
A. The proposed location, size, design, and operating characteristics of the
proposed use are in accordance with the purpose of this Ordinance, the
purpose of the zone in which the site is located, the Butte County General
Plan, and the development policies and 'standards of the County because:
Conditions of approval have been applied to this project pursuant to the
applicable requirements of Zoning Code Section 24-262 (Wireless
Communication Facilities). The project is in accordance with the purpose of
the A-5 Zone and the Butte County General Plan land use designation
Orchard and Field Crops, in which the land lies. The Orchard and Field
Crops land use designation allows public utilities as Secondary Uses. The A-
5 zone allows collocations with approval of a Use Permit when the facilities
■ Butte County PLANNING COMMISSION AGENDA REPORT ■
■ November 30, 2006 ■ Clearwire, LLC UP06-0022 ■ Page 5 of 11 ■
• 0
that fall within 1, 000feet of the zones identified in the "Permit Requirements"
table located in section 24-262(d).
B. The location, size, design, and operating characteristics of the proposed use
would be compatible with, and would not adversely affect, or be detrimental
to adjacent uses, residents, buildings, structures, or natural resources, with
consideration given to:
1. Harmony in scale, bulk, coverage, and density:
The proposed antennas would not increase the height of the existing
communications lattice tower or extend horizontally beyond the existing
vertical plane.
2. The availability of public facilities, services and utilities:
Electrical power service is already established to the property and no
additional services or utilities are required. A water source and a sewage
disposal system are not required.
3. The harmful effect, if any, upon desirable neighborhood character:
The project site is already developed with a 130 foot tall communications
lattice tower and accessory ground mounted equipment cabinets and
shelters. The radio-frequency emissions from the existing and proposed
antennas would meet FCC standards for public exposure. The proposed
antennas would not result in a significant visual impact to the
neighborhood in that the new antennas and mounting hardware would be
painted to match the color of the existing tower.
4. The generation of traffic and the capacity and physical character of
surrounding streets:
Only a minor amount of vehicle traffic would be generated during
installation of the antennas and equipment cabinet. The project would
result in approximately one to two site visits per month by maintenance
personnel. West East Avenue, which would provide access for the project
site, would not be impacted by this increase in vehicular traffic.
5. The suitability of the site for the type and intensity of use or development
which is proposed:
The site is ideally suited for the project because the proposed antennas
would be mounted on an existing communications lattice tower.
6. Any other relevant impact of the proposed use:
The Planning Division has circulated the proposed communication facility
application to County Agencies and has received no evidence that the use
would cause any other relevant impact.
C. Based on the above findings, the proposed location, size, design, and
operating characteristics of the proposed use and the conditions under which it
would be operated or maintained would not be detrimental to the public
■ Butte County PLANNING COMMISSION AGENDA REPORT ■
■ November 30, 2006 ■ Clearwire, LLC UP06-0022 ■ Page 6 of 11 ■
health, safety or welfare, or injurious to properties or improvements in the
vicinity.
D. The proposed use will comply with each of the applicable provisions of Butte
County Code Chapter 24, Section 262.
E. This project would place antennas on an existing communications lattice
tower, which eliminates the need for a new communications tower/monopole
to be erected elsewhere in the project area.
F. The radio-frequency emissions generated by the antennas on the
communications lattice tower would be below the public exposure limits set
by the Federal Communications Commission for wireless communication
facilities.
G. The proposed antennas would not create any impacts to aircraft operations
because they will not increase the height of the existing communications
lattice tower nor extend horizontally beyond the existing antennas.
H. Wireless telephone services are regulated by the California Public Utilities
Commission and are considered to be a public use.
III. Approves Use Permit 06-0022 for Clearwire, LLC, subject to the conditions as set
forth in the attachment Exhibit A to the resolution.
DULY PASSED AND ADOPTED this 30th Day of November, 2006, the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
CHUCK NELSON, Chairman
Planning Commission
County of Butte, State of California
ATTEST:
LYNN RICHARDSON, Secretary
Planning Commission
County of Butte, State of California
■ Butte County PLANNING COMMISSION AGENDA REPORT ■
■ November 30, 2006 ■ Clearwire, LLC UP06-0022 ■ Page 7 of I I ■
EXHIBIT A
USE PERMIT
BUTTE COUNTY PLANNING COMMISSION DATE:
(Certified Mail Rec.)
UP06-0022
PERMIT NO.
042-070-197
ASSESSOR'S PARCEL NO.
Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special
conditions set forth below: Clearwire, LLC is hereby granted a Use Permit in accordance with
application filed to collocate four pannel antennas at a height of 113 -feet within 1,000 feet of
designated residential zones. Approval is also granted for the associated ground equipment and
Global Positioning System antenna. The project site is zoned A-5 and is designated as Orchard
and Field Crops by the Butte County General Plan.
1. Failure to comply with the conditions specified herein as the basis for approval of
application and issuance of permit constitutes cause for the revocation of said permit in
accordance with the procedures set forth in the Butte County Zoning Ordinance,
including Butte County Code Sec. 24-45.
2. Unless otherwise provided for in a special condition to this Use Permit, all conditions
must be completed prior to or concurrently with the establishment of the granted use.
The use granted by this permit must be established within 24 months of the delivery of
the countersigned permit to the Permittee.
3. Minor changes may be approved administratively by the Directors of Development
Services, Environmental Health, or Public Works upon receipt of a substantiated written
request by the applicant, or their respective designee. Prior to such approval, verification
shall be made by each Department or Division that the modification is consistent with the
application, fees paid, and environmental determination as conditionally approved.
Changes deemed to be major or significant in nature shall require a formal application for
amendment.
4. If any use for which a Use Permit has been granted is not established within two years of
the date of receipt of the countersigned permit by the Permittee, the permit shall become
null and void and reapplication and a new permit shall be required to establish the use.
5. The terms and conditions of this permit shall run with the land and shall be binding upon
and be to the benefit of the heirs, legal representatives, successors, and assigns of the
Permittee.
■ Butte County PLANNING COMMISSION AGENDA REPORT ■
■ November 30, 2006 ■ Clearwire, LLC UP06-0022 ■ Page 8 of I I ■
•
Conditions of Approval:
Planning Division
1. The project site shall be developed in accordance with the approved project site plan and
the conditions contained herein. Said site plan is on file in the Planning Division, is
identified as "Attachment D" and date-stamped September 7, 2006, and is incorporated
herein by this reference.
2. The new antennas and mounting hardware shall be painted to match the color scheme of
the existing tower.
3. The installation of the Facility shall comply with all applicable building and electrical
codes. The Facility operator shall submit certification from a registered. structural
engineer to the Building Division that all associated monopoles and towers in excess of
thirty (30) feet in height will withstand sustained winds as required by the Uniform
Building Code.
4. No advertisements or displays shall be permitted on the Facility.
5. The placement of any antenna or structure shall not adversely affect any on-site sewage
disposal system or its replacement area without written approval from the Division of
Environmental Health.
6. The installation of the Facility shall not violate any existing deed restrictions.
7. The Facility shall have a twelve (12) foot wide all-weather access to a publicly
maintained road capable of supporting a forty thousand (40,000) pound fire apparatus
with fifteen (15) feet of vertical clearance.
8. There shall be no outdoor vehicle or equipment storage except for emergency purposes.
9. The Facility shall fall within current standards and regulations of the FAA, the FCC, and
any other State and/or Federal agency with the authority to regulate such Facility. If such
standards and regulations are changed, the property owner or responsible party shall
bring the Facility into compliance with such revised standards and regulations within
ninety (90) days of the effective date of such standards and regulations, unless a more
stringent compliance schedule is mandated by the controlling agency.
10. The Facility or combination of the Facilities on the site shall not generate, at any time,
electromagnetic frequency radiation (EMF) or radio frequency radiation (RF) in excess of
the FCC adopted standards for human exposure, as amended over time.
11. If it is found that the Facility is or will be detrimental to the health, safety, or welfare of
persons working or residing near such facility, then the service provider(s) and property
owner shall be jointly and solely responsible for the removal, adjustment, or replacement
of the Facility. In no case shall the Facility remain in operation if it is found to create a
hazard to health, safety, and welfare. The Facility shall not be found to create a hazard to
health, safety, or welfare as a result of EMF or RF emissions from the Facility so long as
it meets all current standards established by the FCC, pursuant to FCC OET 65.
12. Prior to issuance of the Use Permit, the applicant shall post a performance security in an
amount and form determined by the Director of Development Services that is sufficient
to cover the cost of a one-time test by a radio frequency consultant selected by the
■ Butte County PLANNING COMMISSION AGENDA REPORT ■
■ November 30, 2006 ■ Clearwire, LLC UP06-0022 ■ Page 9 of 11 ■
County, sufficient to determine whether the Facility's RF/EMF emissions comply with
FCC standards. If the Facility's emissions are determined to exceed FCC standards, the
applicant is required to pay for such other tests and other corrective measures as are
necessary to establish compliance with FCC OET 65 and its successors and such
noncompliance shall constitute sufficient grounds to commence a permit revocation
hearing which may lead to permit revocation. The applicant shall cooperate in all
respects with the County's consultant to assist the consultant to reach his/her conclusion.
13. All Facilities that are not in continual use for a period of six (6) months shall be
considered abandoned. Abandoned Facilities are hereby designated as unlawful and as
public nuisances, requiring no amortization period.
14. The Facility may not encroach into, under, over, above, or upon any public street in the
unincorporated area of the County in the absence of a valid encroachment permit from
the County.
15. The owner/operator of the Facility shall annually submit a written verification, attested to
under penalty of perjury, signed by both the owner/operator and an FCC licensee in the
employ of or retained by the owner/operator, that the radio frequency
radiation/electromagnetic frequency (RF/EMF) emitted by the facility conforms to safety
standards set forth in FCC OET 65. The reports prepared for the Facility shall conform to
reporting requirements set by the FCC and the County. The reports shall be submitted to
the Planning Division no later than January 31 of each year.
16. The Facility shall be secured at all times to prevent access by the public.
17. The collocation of the antennas allowed by this Use Permit requires the issuance of a
building permit from the Butte County Building Division. The Building Division, based
upon engineered calculations submitted by the applicant, may determine that the lattice
tower cannot physically support the requested number of antennas. If that is the case, the
number of new antennas allowed on the tower may be less than the number of antennas
permitted by this Use Permit.
California Department of Forestry/Butte County Fire
18. Prior to building construction, provide an all weather access of at least 10 feet wide and
vertical clearance of 15 feet that will allow for ingress and egress and accommodate a
40,000 pound fire apparatus to within 150 feet of all structures.
Environmental Health Division
19. Prior to issuance of a building permit, provide a completed Hazardous Materials Release
Response Plan to Butte County Environmental Health as required by Chapter 6.95 of the
California Health & Safety Code.
Pacific Gas and Electric
20. Any relocation or rearrangement of any existing PG&E facilities in the area to
accommodate this project will be at the expense of the developer.
21. There shall be no building of structures, or the storage of materials allowed over or under
any existing PG&E facilities, or inside any easements that exist which would infringe on
PG&E easement rights.
■ Butte County PLANNING COMMISSION AGENDA REPORT ■
■ November 30, 2006 ■ Clearwire, LLC UP06-0022 ■ Page 10 of 11 ■
Countv Counsel
22. If this entire matter or any finding, action or condition of this matter is appealed to the
Board of Supervisors, the applicant or any other developer/operator other than the
applicant agrees to indemnify the County of Butte from liability or loss related to the
approval of this project and agrees to sign an indemnification agreement in a form
approved by County Counsel before the Board's appeal hearing. If the application is not
appealed, this condition is deemed satisfied.
NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and
Health Division permits before starting construction, nor does it waive any other requirements.
Butte County Planning Commission Chairman
cc: Land Development Division
Building Division
Environmental Health Division
Butte County Fire Department/CDF
Assessors Office
Owner
z:\up\clearwire llc up 07-06\planning commission documents\clearwire llc - up06-0022 - agenda report draft.doc
■ Butte County PLANNING COMMISSION AGENDA REPORT ■
■ November 30, 2006 ■ Clearwire, LLC UP06-0022 ■ Page 11 of 11 ■
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BUTTE COUNTY PLANNING COMMISSION
W E
Applicant: Clearwire, LLC Owner: Chico Leland Stanford Masonic Temple Assn.
Hearin Date:November 30 2006 9:00 a.m. 1 Existing Zone: A-5 (Agricultural, 5 acre min.) S
Request: Use Permit to collocate four panel antennas at a height of 113 feet on an Supervisorial
existing 130 foot communications tower with around equipment. District #2
Assessor Parcel No: 042-070-197 File: UP 06-0022
BUTTE COUNTY PLANNING COMMISSION
NOTICE OF A PUBLIC HEARING
Notice is hereby given by the Butte County Planning Commission that a public hearing is published
for Thursday, November 30, 2006, in the Butte County Board of Supervisors' Room, County
Administration Center, 25 County Center Drive, Oroville, California, regarding the following item:
ITEM DETERMINED TO BE CATEGORICALLY EXEMPT
FROM ENVIRONMENTAL REVIEW
Name: Clearwire,LLC Project: Use Permit, UP06-0022
Planner: Chris Tolley APN: 042-070-197 Zoning: A-5
Location: 1110 WestEast Avenue (on the north side of West East Avenue, 0.25 miles northeast of
the Highway 32, West East Avenue intersection), on the west side of the City of Chico.
Proposal: Use Permit to collocate four panel antennas at a height of 113 feet on an existing 130 -
foot communications tower and the installation of ground equipment including radio cabinets and a
Global Positioning System antenna within the existing compound.
The above mentioned application is on file and available for public viewing at the office of the Butte
County Development Services Department, Planning Division, 7 County Center Drive, Oroville,
California. For information call: Chris Tolley, (530) 538-7603, (Monday through Friday, 7:30 a.m.
to 4:30 p.m.) Comments maybe submitted in writing at anytime prior to the hearing or orally at the
meeting listed above or as may be continued.to a later date. Upon action taken by the Planning
Commission on the project an appeal may be filed with the Clerk of the Board of Supervisors. The
appeal period is 10 days. If you challenge the above application in court, you may be limited to
raising only those issues you or someone else raised at the public hearing described in this notice or
in written correspondence delivered to the Planning Commission, at or prior to, the public hearing.
BUTTE COUNTY PLANNING COMMISSION
TIM SNELLINGS, DIRECTOR OF DEVELOPMENT SERVICES
To be published in the Chico Enterprise Record, Thursday, November 16, 2006.
"DRAFT" LEAD IN SHEET
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County Offices and Cities:
Planning Division
X
Assessor's Office.- Mapping
— BCAG .
X Environmental Health
_
City of Biggs
ALUC
X Building Manager
City of Chico
APCD
X LAFCa
City of Gridley
Butte Co. Farm Bureau
X Agricultural Commission
City of Oroville
Chico Airport Commission .
X Public Works/Land De
Town of Paradise
Chief Administrative Officer
X County Counsel
Fire Protection:
X California Department of Forestry
_ EI Medio Fire Protection
District
Domestic Water:
S.F.W & P. Agency (OWID)
_
Butte Water District
_ Del Oro Water Co.
_ California Water Service Co.
_
Thermalito Irrigation. District
_ Other
Utilities:
_ PG&E North - Chico _ Pacific Bell _ Chambers Cable TV
PG&E South - Oroville Viacom Cable TV
Irrigation District:
Biggs / West Gridley Water _ Durham Irrigation Dist. _ Paradise Irrigation Dist.
Richvale Irrigation Dist. _ Table Mountain Irrigation Dist. _
Sewer:
L.O.A.P.U.D. _ Sterling City Sewer Main_ Skansen Subdivision (CSA 21)
Drainage Districts:
Sacramento & San Joaquin Drainage Dist.
Drainage District 200
Reclamation District No. 2056•
State Agencies:
_ Reclamation District No. 833
Reclamation District No. 2054
CalTrans _ Dept. of Water Resources
Federal Agencies:
U.S. Forest Service
Other Districts, Agencies, Committees, etc.:
K:\Planning\FORMS\APPLICATIONS\Lead-in Sheet Distribution List.doc
Dept. of Fish and Game
U.S. Bureau of Land Management
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BUTTE COUNTY •
STANDARD CONDITIONS FOR
USE PERMIT
APPLICANT: Clearwire LLC, DATE: 9/7/2006
AGENT: Epic Wireless/ David Wiltsee APN: 072-070-197
FILE #: UP 07-06 PLANNER: Chris Tolley
PROJECT DESCRIPTION: Use Permit to collocate five panel antennas and four microwave
dishes at the 113' height on an existing 130' lattice tower. Additionally, ground equipment including
radio cabinet & GPS antenna within the existing compound.
Those items checked are conditions of approval.
PLEASE CONTACT THE PUBLIC WORKS DEPARTMENT FOR COMPLIANCE WITH
THE FOLLOWING CHECKED CONDITIONS:
A.
STREETS
❑
I. Prior to the issuance of building permits, obtain an encroachment permit and improve all new and
existing driveway approaches to publicly maintained roads as specified in the County Improvement
Standards and the terms of the encroachment permit.
❑ 2. Prior to the issuance of building permits, deed to Butte County in fee simple feet of right-of-way
from the centerline of along the entire property frontage. The right-of-way shall
be sufficient for the installation of Improvement Standard No. S-5 at all street intersections.
❑ 3. Prior to the issuance of building permits, submit road and drainage improvement plans for the
installation and construction of the street frontage improvements on to County
Improvement Standards. Improve parcel frontage to a street
section on to an RS-_ road standard including, but not limited to curb, gutter and
sidewalk for parcels with gross acreage of one acre or less. Construct or install the required
improvements.
❑ 4. Prior to the issuance of building permits, relinquish abutter's rights of access to Butte County along
the frontage of parcels , except at approved access points.
B. DRAINAGE
❑ 1. Prior to the issuance of building permits, a plan for a permanent solution for drainage shall be
submitted to and approved by the Department of Public Works. The drainage plans shall detail
existing drainage conditions and shall specify how drainage waters shall be detained or retained on-
site and/ or conveyed to the nearest natural or publicly maintained drainage channel or facility and
shall provide that there shall be no increase in the peak flow runoff to said channel or facility.
❑ 2. Prior to the issuance of building permits, establish 100 year flood plain elevations and the lowest floor
elevations for any structures, in accordance with Butte County Code §26-25. Show on the additional
map sheet the elevations (by contours) and the location of an accepted NGVD29 (National Geodetic
Vertical Datum of 1929) benchmark and a temporary benchmark on-site.
C. LEGAL LOT STATUS
❑ 1. Prior to the issuance of the Use Permit, prove to the satisfaction of the Director of Public Works that
the parcel of the subject application is a legal parcel.
'ii�
BUTTE COUNTY
STANDARD CONDITIONS FOR
USE PERMIT
APPLICANT
Clearwire LLC,
DATE:
9/7/2006
AGENT:
Epic Wireless/ David Wiltsee
APN:
072-070-197
FILE #:
UP 07-06
PLANNER:
Chris Tolley
PROJECT DESCRIPTION: Use Permit to collocate five panel antennas and four microwave
dishes at the 113' height on an existing 130' lattice tower. Additionally, ground equipment including
radio cabinet & GPS antenna within the existing compound.
Those items checked are conditions of approval.
PLEASE CONTACT THE ENVIRONMENTAL HEALTH DIVISION FOR COMPLIANCE
WITH THE FOLLOWING CHECKED CONDITIONS:
D. SEWAGE DISPOSAL AREAS
❑ 1. Prior to the issuance of a building permit, the applicant shall meet the sewage disposal requirements
of Butte County Code Section 26-26 for the installation of sewage disposal systems within a flood
plain/floodway.
Q 2. Prior to the issuance of a building permit, those wells indicated on the site plan that are proposed to be
destroyed in order to provide required usable sewage disposal areas, shall be destroyed under a valid
Butte County Environmental Health Division permit.
❑ 3. In the nitrate area record executed Future Sewer Service and Storm Drainage Agreements.
❑ 4. Prior to the issuance of a building permit, meet the requirements of the (Watershed Protection Zone)
(Villa Verona Moratorium Area) (Cohasset Specific Plan).
E. INDIVIDUAL WATER SUPPLY
❑ 1. Prior to the issuance of a building permit, provide a source of domestic water for the building on (lot)
(parcel)
❑ 2. Prior to the issuance of a building permit, verify that domestic water can be provided to meet
minimum standards for and other suspected contamination..
F. PUBLIC WATER SUPPLY
❑
I. Prior to the issuance of a building permit, verify that domestic water can be provided to meet
minimum standards for and other suspected contamination.
G. EXISTING COMMUNITY SEWER
❑ 1. Prior to the issuance of a building permit, under a permit issued by the Environmental Health
Division, abandon the septic tank and connect the dwelling(s) on (lots) (parcel(s))
to public sewer.
BUTTE COUNTY •
STANDARD CONDITIONS FOR
USE PERMIT
APPLICANT:
Clearwire LLC
DATE:
9/7/2006
AGENT:
Epic Wireless/ David Wiltsee
APN:
072-070-197
FILE #:
UP 07-06
PLANNER:
Chris Tolley
PROJECT DESCRIPTION: Use Permit to collocate five panel antennas and four microwave
dishes at the 113' height on an existing 130' lattice tower. Additionally, ground equipment including
radio cabinet & GPS antenna within the existing compound.
Those items checked are conditions of approval.
PLEASE CONTACT THE BUILDING DIVISION FOR COMPLIANCE WITH THE
FOLLOWING CHECKED CONDITIONS:
H. BUILDING PERMITS
❑ 1. Building Permits Required. Prepare # sets of construction plans and make an application for
permit. Construction shall comply with federal, state, and local regulations. Plans shall be prepared,
sealed and signed by a California Licensed Architect or Registered Engineer for non-residential
buildings and certain residential buildings.
❑ 2. Proposed improvements constitute a "change in use" or "change in the character of use" as stated in
the building code. Improvement plans shall incorporate all code -required elements for the new use.
❑ 3. All structures shall be made accessible to the disabled. Disabled accessible parking and an accessible
path of travel shall be provided.
❑ 4. Proposed improvements shall comply with Title 24 energy conservation regulations. Appropriate
compliance forms (two sets) shall be submitted indicating compliance with those standards.
❑ 5. Proposed improvements shall comply with Butte County Code and FEMA Flood Hazard Prevention
regulations. A FEMA Elevation Certificate, prepared by a qualified professional, shall be completed
and submitted with improvement plans for the Building Division.
❑ 6. Proposed improvements shall comply with recorded map conditions applicable to construction.
❑ 7. Proposed improvements shall comply with Public Resources Code 4290 Fire Safe Construction
standards.
❑ 8. Development fees for the proposed residential or non-residential improvements shall be paid prior to
the issuance of building permits. The fees shall be those in effect at time of application, and shall
include, but not be limited to, School Fees, Park and Recreation District fees, Water and Sewer
Service Fees, Permit and Plan Check fees, and Fire Protection Fees.
I. EXISTING STRUCTURES
❑ 1. Comply with the Uniform Building Code for property line clearances considering use, area and fire -
resistiveness of existing buildings.
❑ 2. Existing building(s) shall be made to comply with current Building and Zoning regulations for the
intended new use of the building(s) or the existing building(s) shall be demolished.
• BUTTE COUNTY •
STANDARD CONDITIONS FOR
USE PERMIT
APPLICANT
Clearwire LLC,
DATE:
9/7/2006
AGENT:
Epic Wireless/ David Wiltsee
APN:
072-070-197
FILE #:
UP 07-06
PLANNER:
Chris Tolley
PROJECT DESCRIPTION: Use Permit to collocate five panel antennas and four microwave
dishes at the 113' height on an existing 130' lattice tower. Additionally, ground equipment including
radio cabinet & GPS antenna within the existing compound.
Those items checked are conditions of approval.
PLEASE CONTACT THE BUTTE COUNTY FIRE DEPARTMENT FOR COMPLIANCE
WITH THE FOLLOWING CHECKED CONDITIONS:
J. FIRE CLEARANCE
❑ 1. Construction, installation or development of buildings and/or roads, driveways, gates and
bridges on parcels/lots shall comply with the latest California Fire Safe Regulations—Public
Resources Code 4290, 4291 and current Butte County Improvement Standards, whichever is
stricter.
❑ 2. Prior to construction, a pressurized community water system for fire protection is
required. Bonding may be allowed with the approval of the County Fire Chief. Average
required hydrant spacing is feet, hydrant size inches, and residual fire flow of
GPM. Fire hydrant identification, road reflectors or post reflectors acceptable to
the County Fire Chief shall be installed or bonded, prior to Parcel or Final map recordation.
Submit plans to the Fire Department for review and approval prior to construction.
❑ 3. Place a note on a separate document and recorded concurrently with the Parcel, Final map or
an additional map sheet stating that "Fire suppression sprinkler systems shall be installed in
all new residential dwellings in accordance with NFPA Standard 131), unless a pressurized
community water system with hydrants that meet Fire Department specifications serves the
property." A note stating "Automatic Fire Sprinklers conforming to NFPA Standard 13D
required" is to be added to all affected building plans.
❑ 4. In lieu of hydrant installation, prior to recordation of the Parcel or Final map, payment shall
be made into the hydrant fund at the current rate per lineal foot of street frontage.
❑ 5. Prior to building construction, provide an all weather access of at least 10 feet wide and
vertical clearance of 15 feet that will allow for ingress and egress and accommodate a
40,000 -pound fire apparatus to within 150 feet of all structures.
❑ 6. Place a note on a separate document, which is to be recorded concurrently with the Parcel or
Final map, or on an additional map sheet stating, "Building identification and/or addresses
shall be installed in conformance with Public Resources Code 4290 and shall be posted at
the time of permit issuance and maintained continuously thereafter.
•
•
Butte County Department of Development Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 95965
(530) 538-7601 Telephone
(530) 538-7785 Facsimile
www.buttecounty.net/dds
ADMINISTRATION * BUILDING * PLANNING
September 8, 2006
TO: Enter Agency or Department
FROM: Chris Tolley, Butte County Planning Division
SUBJECT: Request for Comments on a Development/Land Use Application
APPLICANT: Clearwire LLC, Use Permit UP 07-06
APN: 072-070-197
DATE OF Inter -Departmental Review: 9/27/2006
IDR RESPONSE REGARDING
COMPLETENESS OF APPLICATION DUE BY: 09/25/06
AGENCY/DEPARTMENT
CONDITIONS/MITIGATION MEASURES DUE BY: 10/12/06
The Planning Division has received a project application as described below. This application is
being provided to you for review. This is your opportunity to make comments regarding the
completeness of this application, to be determined at the Inter -Departmental Review (IDR)
Committee meeting on 9/27/2006, and/or to recommend conditions and/or mitigation measures
relevant to your agency's/department's area of expertise and jurisdiction.
PROJECT DESCRIPTION: Use Permit to collocate five panel antennas and four microwave
dishes at the 113' height on an existing 130' lattice tower. Additionally, ground equipment
including radio cabinet & GPS antenna within the existing compound.
PROJECT LOCATION: on the north side of West East Ave., 1300'(0.25 miles) northeast of
the Hwy. 32 - West East Ave. intersection (1110 West East Ave., Chico).
COUNTY SUPERVISOR DISTRICT NO.: 2
ZONING: A-5 ((Agricultural, 5 -acre parcels))
GENERAL PLAN: OFC(Orchard & Field Crops)
If a response cannot be submitted prior to the due dates listed above, please call Chris Tolley at
(530) 538-7603 or send him an email at ctolley@buttecounty.net. You do not have to respond to
this request if you have no comments to include. Thank you for your attention to this matter.
Please return response to project planner.
IDR COMMITTEE — APPLICATION COMPLETE
❑ No Name: Date:
❑ Yes Name: Date:
Documentl
Butte County Department of Development
Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 95965
(530) 538-7601 Telephone
(530) 538-7785 Facsimile
September 8, 2006
To: Inter -Departmental Review Committee
Subject: Evaluation and Completeness of Application
Applicant: Clearwire LLC,, UP 07-06
Planner: Chris Tolley
APN: 072-070-197
Location: on the north side of West East Ave., 1300' (0.25 miles) northeast of the Hwy.
32 - West East Ave. intersection (1110 West East Ave., Chico)
30 -Day Complete 10/6/2006
Date of IDR 9/27/2006
This application is being provided to you for comments. Please see attached documents. A hard copy of
the application, including maps, has been sent to Environmental Health, Building Manager, LAFCo,
Agricultural Commission, Public Works, Assessor, and CDF. All Environmental Health correspondence
is routed through Karen Frederick at 7 County Center Drive. The purpose of this notice is to give you the
opportunity to comment on the completeness of this application electronically to the planner, so that
preparations can be made for the IDR meeting on 9/27/2006.
'Do you find this application complete?
❑ NO. Please respond prior to or at the IDR meeting09/25/06, regarding completeness of
application. What is needed to make the application complete?
❑ YES. My Department's conditions and/or mitigation measures are attached or will be provided at
the IDR meeting. If conditions cannot be provided at or prior to the IDR meeting they must be
provided no more than 1 week after the meeting.
Standard Conditions are attached for your convenience.
(PLEASE SEND YOUR RESPONSE TO:
Signature: _
Date:
UPlanning/Projects/A New File/IDR Memos/IDR Completeness
8/30/05
Department:
ctolleyctolley@buttecounty.net).
GPD ASSOCIATES STRUCTURAL ANALYSIS REPORT
Mobi fe
SITE NUMBER: SC06534A
SITE -NAME: SA534 HWY 99 & WILSON
I
NEW ANTENNA INSTALLATION BY:
clear re*
ON AN EXISTING
130 FT. SELF SUPPORT TOWER
July 18, 2006
2006094.42
SELF SUPPORT TOWER
STRUCTURAL ANALYSIS REPORT
SC06534A SA534 HWY 99 & WILSON
Chico, California
Project 2006094.42
New Antenna Installation
Existing 130 ft. Self Support Tower
For:
T -Mobile USA
Bellevue, Washington
Prepared By: 4rF
EC. B " �!O. S4626
w.
Steven C. Ball, S.E. �
Registered Structural Engineer
California # S4626
July 18, 2006
GPD ASSOCIATES ENGINEERS • ARCHITECTS • PLANNERS
520 South Main Street. Suite 2531 •Akron • Ohio 9 44311-1010 • Tel: 330-572-2100 9 Fax: 330-572-2101
TABLE OF CONTENTS
DESCRIPTION
EXECUTIVE SUMMARY
TOWER DESCRIPTION
TOWER MATERIALS
TOWER LOADING
ANALYSIS
CONCLUSIONS AND RECOMMENDATIONS
DISCLAIMER OF WARRANTIES .
APPENDICES
1. ERI ANALYSIS PRINTOUT
2. TOWER ELEVATION DRAWINGS
3. SEISMIC CALCULATIONS
GPD ASSOCIATES
PAGE NUMBER
1
1
2
2
3
4
5
G
y TOWER DESCRIPTION,' c' -
' The existing 130' self supporttower is located in`Chico, California. It was originally designed for
Pacific Bell Mobile Systems by Leblanc Communications,.lnc. of Richardson, Texas. The original
design loading was fora 90 mph wind speed, with Yz" of radial ice, in accordance with TIA/EIA-
222-F. iThe tower was originally designed to hold the following:
F Original Design .
The structure is supported on three legs and has seven major sections. -The tower has a triangular
cross section made of bolted. connections with an "X" frame configuration. The tower is fabricated
with solid rod legs and angle diagonals.
All structural information was provided by.T-Mobile in the form of the original tower and
foundation drawings by Leblanc (Job #: 4780740, dated,September 22, 1998).• The existing,
reserved, and proposed antenna information was provided by T -Mobile: This analysis and report'
are based solely on this information.
GPD ASSOCIATES `STRUCTURAL ANALYSIS REPORT PAGE.1
SC06534A SA534 HWY 99 & WILSON t' 4k''
o
, Y, }r'
i
•• •r .. .F . '} Cry"' 41`1,.,. � ''- ..
i � � ":
- ,'
EXECUTIVE SUMMARY
The of.this arialysis was to verify. whether the design for the existing tower is structurally
purpose
adequate to carry the new antenna and coax loads as specified by T -Mobile USA. This report'was
commissioned.by Mr. Andrew Tung of T -Mobile.
J,
The design for the existing tower is structurally capable of supporting the proposed loads. The
foundation reactions, with the proposed loading configuration, were found to be less than the
original design reactions. Therefore, it is our opinion that the design for the existing foundations
z
will be adequate, if it was properly designed for the original design reactions, and constructed
.accordingly.
1 Section Results
y TOWER DESCRIPTION,' c' -
' The existing 130' self supporttower is located in`Chico, California. It was originally designed for
Pacific Bell Mobile Systems by Leblanc Communications,.lnc. of Richardson, Texas. The original
design loading was fora 90 mph wind speed, with Yz" of radial ice, in accordance with TIA/EIA-
222-F. iThe tower was originally designed to hold the following:
F Original Design .
The structure is supported on three legs and has seven major sections. -The tower has a triangular
cross section made of bolted. connections with an "X" frame configuration. The tower is fabricated
with solid rod legs and angle diagonals.
All structural information was provided by.T-Mobile in the form of the original tower and
foundation drawings by Leblanc (Job #: 4780740, dated,September 22, 1998).• The existing,
reserved, and proposed antenna information was provided by T -Mobile: This analysis and report'
are based solely on this information.
GPD ASSOCIATES `STRUCTURAL ANALYSIS REPORT PAGE.1
SC06534A SA534 HWY 99 & WILSON -
TOWER MATERIALS
Data on steel strength was available from the. information provided. The following details the steel
strength used in this analysis:
Proposed. Configuration
NOTE: BOLD type indicates a new appurtenance.
The purpose of this independent -structural analysis review is to determine if the design for the
existing tower, with the proposed configuration, is in conformance to the latest TIA/EIA-222-F
standard requirements, and the.provisions. of the 1997 Uniform Building Code (UBC).
GPD ASSOCIATES STRUCTURAL ANALYSIS REPORT PAGE 2
• SC06534A SA534 HWY 99 & WILSON •
ANALYSIS
The purpose of this structural analysis review is to determine if the design for the existing tower is
in conformance.to the latest code requirements. Wind loading was taken from the TIA/EIA-222-F
standard, in addition to wind loading taken from the 1997 Uniform Building Code (UBC). It was
determined that the loading profile from TIA/EIA-222-F controls. Seismic loading was taken directly
from UBC. In accordance with the code provisions, wind loading and seismic loading were not
applied concurrently.
ERI Tower (Version v3.0.0.16), a commercially available software program, was used to create a
three-dimensional model of the tower and calculate member stresses for various dead, live, wind,
and ice load cases. All loads -were computed in accordance with the ANSI/EIA/TIA-222-F standard
and in accordance with UBC requirements. Selected output from the ANSI/EIA/TIA-222-F analysis
is included in Appendix 1.
The current requirements of TIA/EIA-222-F and UBC are for a fastest mile wind speed of 75 mph
with 1/2" of radial ice. A 25% reduction in wind load is allowed when wind and ice are applied
simultaneously. TIA/EIA-222-F requires towers within Butte County be analyzed with a 75 mph
fastest mile wind speed. UBC requires all structures in Central California to be analyzed with a.75
mph fastest mile wind speed. In accordance with ANSI/EIAlTIA -222-F, Annex F, the analysis of
existing structures should be done using the latest edition of the standard and all local/state
provisions.
The tower and foundations are assumed, for the purpose of this analysis, to have been properly
fabricated, constructed, maintained, and to be in good condition with no structural defects.
Seismic loads were determined from hand calculations. It was concluded from these calculations
that the seismic loads do not control the maximum loading on the structure. The wind loading case
will control. Refer to Appendix 3 for Seismic Calculations.
GPD ASSOCIATES I STRUCTURAL ANALYSIS REPORT PAGE 3
SC06534A SA534 HWY 99 & WILSON
CONCLUSIONS AND RECOMMENDATIONS
r,
Based on the structural analysis results, the design for the existing 130' self support tower does
meet the requirements of EIA/TIA-222-F for a fastest mile wind speed of 75 mph with 1/2" of radial
ice for the proposed antenna configuration, and satisfies the seismic.provisions of the Uniform
Building Code.
The foundation reactions, with the proposed loading configuration, were found to be less, than the
original design reactions. Therefore, it is our opinion that the design for the existing foundations
will be adequate, if it was properly designed for the original design reactions, and constructed
accordingly.
Summary of Findings
Therefore, based on our analysis results the installation of the new appurtenances. as noted in the
proposed configuration, is structurally acceptable.
GPD ASSOCIATES STRUCTURAL ANALYSIS REPORT PAGE 4
• SC06534A SA534 HWY 99 & WILSON •
DISCLAIMER OF WARRANTIES
The engineering services rendered by GPD ASSOCIATES in connection with this Structural Analysis
are limited to analyses of the tower structure, size and capacity of its members. GPD ASSOCIATES
does not analyze the fabrication, including welding, except as included in this report.
GPD ASSOCIATES makes no warranties, expressed or implied, in connection with this report and
disclaims any liability arising from material, fabrication, and erection of this tower. GPD
ASSOCIATES will not be responsible whatsoever for, or on account of, consequential or incidental
damages sustained by any person, firm, or organization as a result of any data or conclusions
contained in this report. The maximum liability of GPD ASSOCIATES pursuant to this report will
be limited to the total fee received for preparation of this report.
GPD ASSOCIATES STRUCTURAL ANALYSIS REPORT PAGE 5
• SC06534A SA534 HWY 99 & WILSON •
APPENDICES
1. ERI Analysis Printout
2. Tower Elevation Drawings
3. Seismic Calculations
ERI ANALYSIS PRINTOUT
JVY
RITower SX06534A SA 534 HWY 99 & WILSON
GPD GROUP Project
520 SOUTH MAIN ST. 2006094.42
AKRON, OH 44311 Client
Phone: 330-572-2100 T -MOBILE USA
FAX.- 330-572-2102
ps
Tower lnpu# DatPH
a
..
Page
1 of 30
Date
15:22:58 07/17/06
Designed by
jmcilroy
The main tower is a 3x free standing tower with an overall height of 130.00 ft above the ground line.
The base of the tower is set at an elevation of 0.00 ft above the ground line.
The face width of the tower is 6.25 ft at the top and 13.94 ft at the base.
This tower is designed using the TIA/EIA-222-F standard.
The following design criteria apply:
Tower is located in Butte County, California.
Basic wind speed of 75 mph.
Nominal ice thickness of 0.5000 in.
Ice density of 56 pcf.
A wind speed of 65 mph is used in combination with ice.
Temperature drop of 50 °F.
Deflections calculated using a wind speed of 50 mph..
A non-linear (P -delta) analysis was used.
Pressures are calculated at each section.
Stress ratio used in tower member design is 1.333.
Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered.
1 4
Consider Moments - Legs
4
Consider Moments - Horizontals
4
Consider Moments - Diagonals
.4
Use Moment Magnification
4
Use Code Stress Ratios
4
Use Code Safety Factors - Guys
Escalate Ice
Always Use Max Kz
Use Special Wind Profile
Include Bolts In Member Capacity
Leg Bolts Are At Top Of Section
Secondary Horizontal Braces Leg
Use Diamond Inner Bracing (4 Sided)
Add IBC .6D+W Combination
Op#ionsT.
Distribute Leg Loads As Uniform
Assume Legs Pinned
Assume Rigid Index Plate
Use Clear Spans For Wind Area
Use Clear Spans For Ki/r
Retension Guys To Initial Tension
Bypass Mast Stability Checks
Use Azimuth Dish Coefficients
Project Wind Area of Appurt.
Autocalc Torque Arm Areas
SR Members Have Cut Ends
Sort Capacity Reports By Component
Triangulate Diamond Inner Bracing
Treat Feedline Bundles As Cylinder
Use ASCE 10 X -Brace Ly Rules
Calculate Redundant Bracing Forces
Ignore Redundant Members in FEA
SR Leg Bolts Resist Compression
All Leg Panels Have Same Allowable
Offset Girt At Foundation
Consider Feedline Torque
Include Angle Block Shear Check
Include Shear -Torsion Interaction
Always Use Sub -Critical Flow
Use Top Mounted Sockets
F-1
Wind 180
Leg_A_
Wind 90
Q B
Leg C Z Leg B
Face C
Wind Normal
Triangular Tower
:: Tower Section Geometry
..
Tower
Tower Assembly
Page
• . .i�,ITA'we
SX06534A SA 534 HWY 99 &WILSON
2 of 30
GPD GROUP
Project
Date
520 SOUTH MAIN ST.
2006094.42
15:22:58 07/17/06
AKRON, OH 44311
Client
Designed by
Phone: 330-572-2100
T -MOBILE USA
ft
FAX.- 330-571-1101
r
jmcilroy
Wind 180
Leg_A_
Wind 90
Q B
Leg C Z Leg B
Face C
Wind Normal
Triangular Tower
:: Tower Section Geometry
..
Tower
Tower Assembly
Description Section
Number
Section
Section
Elevation Database
Width
of
Length
Spacing
Type
KBrace
Sections
Offset
Offset
ft
ft
r
Tl
130.00-120.00
6.25
1
10.00
72
120.00-100.00
6.25
1
20.00
T3
100.00-80.00
6.25
1
20.00
T4
80.00-60.00
6.25
1
20.00
T5
60.0040.00
8.17
1
20.00
T6
40.00-20.00
10.10
1
20.00
T7
20.00-0.00
12.02
1
20.00
T.ower:,Section Geometry cont'd
Tower
Tower
Diagonal
Bracing
Has
Has
Top Girt
Bottom Girt
Section
Elevation .
Spacing
Type
KBrace
Horizontals
Offset
Offset
End
ft
ft
Panels
in
in
Tl
130.00-120.00
5.00
X Brace
No
No
0.0000
0.0000
T2
120.00-100.00
5.00
X Brace
No
No
0.0000
0.0000
T3
100.00-80.00
5.00
X Brace
No
No
0.0000.
0.0000
T4
80.00.-60.00
5.00
X Brace
No
No
0.0000
0.0000
T5
60.00-40.00
5.00
X Brace
No
No
0.0000
0.0000
T6
40.00-20.00
5.00:
X Brace
No
No
0.0000
0.0000
T7
20.00-0.00
10.00
X Brace
No
Yes
0.0000
0.0000
tr
Alk
ER Tower
JIM
SX06534A SA 534 HWY 99 & WILSON
Page
3 of 30
GPD GROUP
Project
Date
520SOUTHMAINST
2006094.42
15:22:58 07/17/06
AKRON, OH 44311
Phone: 330-572-2100
FAX: 330-571-1102
Client
T -MOBILE USA
Designed by
jmcilroy
Tower Sectio.n..Geornet:ry cont°d
Tower.
Leg
Leg
Leg
Diagonal
Diagonal
Diagonal
Elevation
Type
Size
Grade
Type
Size
Grade
ft
TI -130.00-120.00
Solid Round
2
A572-50
Equal Angle
L2x2xl/4
A36
(50 ksi)
(36 ksi)
T2 120.00-100.00
Solid Round
2
A572-50
Equal Angle
L2x2xl/4
A36
(50 ksi)
(36 ksi)
T3 100.00-80.00
Solid Round
2 1/4
A572-50
Equal Angle
12x2xl/4
A36
(50 ksi)
(36 ksi)
T4 80.00-60.00
Solid Round
21/2
A572-50
Equal Angle
L2x2xl/4
A36
(50 ksi).
(36 ksi)
T5 60.0040.00
Solid Round,
21/2
A572-50
Equal Angle
L2x2xl/4
A36
(50 ksi)
(36 ksi)
T6 40.00-20.00
Solid Round
23/4
A572-50
Equal Angle
L2 1/2x2 1/2x1/4
A36
(50 ksi)
(36 ksi) .
T7 20.00-0.00
Solid Round
23/4
A572-50
Equal Angle
L3x3xl/4
A36
(50 ksi)
(36 ksi)
..
Tower Section Geomet cont'd
Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt
Elevation Type Size Grade Type Size Grade
Tl 130.00-120.00 Equal Angle L2x2xl/4 A36 Single Angle A36
(36 ksi) (36 ksi)
T4 80.00-60.00' Equal Angle L2x2xl/4 A36 Single Angle A36 .
(36 ksi) (36 ksi)
_..._ Tower.:Section Geometry_(cont'd)...:; r . :
Tower Secondary Secondary Horizontal Secondary Inner Bracing ' Inner Bracing Size Inner Bracing
Elevation Horizontal Type Size Horizontal Type Grade
Grade
ft
T7 20.00-0.00 Equal Angle L2 1/2x2 1/2x1/4 A36 Single Angle A36
(36 ksi) (36 ksi)
Tower Sect o'n Geometry:.(cont'd)
Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle
Elevation Area Thickness, Af Factor Stitch Bolt Stitch Bolt
(per face) A, Spacing Spacing
Diagonals Horizontals
ft ft' in in in
ERI -1 wer
Gusset
Page .
Gusset Grade Adjust. Factor
SX06534A SA 534 HWY 99 & WILSON
4 of 30
GPD GROUP
Project
Date
520SOUTHMAINST
2006094.42
15:22:58 07/17/06
AKRON, OH 44311
Client
Designed by
Phone: 330-572-1100
T -MOBILE USA
jmcilroy
FAX.- 330-572-2102
1
Tower
Gusset
Gusset
Gusset Grade Adjust. Factor
Adjust.
Weight Mult.
Double Angle
Double Angle
Elevation
Area
Thickness
Af
Factor
Stitch Bolt
Stitch Bolt
(per face)
1
Ar
Spacing
Spacing
Net Width U
Tower
Calc
Calc
Legs X K " Single Girts Horiz.
Sec.
Inner
Diagonals
Horizontals
J?
ft'
in
Horiz.
Brace
Single
in
in
T1130.00-
0.00
0.0000
A36
1.05
1
1.05
30.0000
30.0000
120.00
f
in
(36 ksi)
Y Y Y Y
Y
Y
Y
T1130.00-
T2120.00-
0.00
0.0000
A36
1.05
1
1.05
30.0000
30.0000
100.00
1
1
(36 ksi)
T2120.00-
No
No
I 1 1 I 1
1
T3100.00-
0.00
0.0000
A36
1.05
1
1.05
30.0000
30.0000
80.00
No
No
(36 ksi)
1
1
1
80.00
T4 80.00-60.00
0.00
0.0000
A36
1.05
1
1.05
30.0000
30.0000
l
1
1
(36 ksi)
1 1 1 1
1
I
T5 60.00-40.00
0.00
0.0000
A36
1.05
1
1.05
30.0000
30.0000
(36 ksi)
T6 40.00- .
No
No
T6 40.00-20.00
0.00
0.0000
A36
1.05
1
1.05
30.0000
30.0000
T7 20.00-0.00
(36 ksi)
No
1 1 1 I I
1
I
1
T7 20.00-0.00
0.00
0.0000
A36
1.05
1
1.05
30.0000
30.0000
(36 ksi)
'Note: Kfact6rs are applied to member segment lengths. K -braces without inner supporting members will have the K factor in the out -of -plane direction applied to
the overall length.
Tower Section Geometry_. cont'd :.:..NEI
Tower
Leg
Diagonal
Tower:Sed on Geometry (cont°d
Bottom Girt
Mid Girt
Long Horizontal
Short Horizontal
Elevation
f.
1
K Factors
Net Width U
Net Width U
Tower
Calc
Calc
Legs X K " Single Girts Horiz.
Sec.
Inner
Elevation
K
K
Brace Brace Diags
Width
Horiz.
Brace
Single
Solid
Diags Diags
Deduct
Deduct
Deduct
Deduct
Angles
Rounds
X X X X
X.
X
X
f
in
T1130.00-
Y Y Y Y
Y
Y
Y
T1130.00-
No
No
120.00
120.00
1 1 1 1
1
1
1
T2120.00-
No
No
I 1 1 I 1
1
]
1
100.00
T3100.00-
No
No
1 1 I 1 1
1
1
1
80.00
1 1 1 1
1
1
1
T4 80.00-
No
No
1 1 1 1 I
l
1
1
60.00
1 1 1 1
1
I
1
T5 60.00-
No
No
1 1 1 1 1
1
1
1
40.00
T6 40.00- .
No
No
1 1 1 1 1
1
I
1
20.00
T7 20.00-0.00
No
No
1 1 1 I I
1
I
1
1 1 1 1
1
1
l
'Note: Kfact6rs are applied to member segment lengths. K -braces without inner supporting members will have the K factor in the out -of -plane direction applied to
the overall length.
Tower Section Geometry_. cont'd :.:..NEI
Tower
Leg
Diagonal
Top Girt
Bottom Girt
Mid Girt
Long Horizontal
Short Horizontal
Elevation
f.
Net Width U
Net Width U
Net Width U
Net U
Net U
Net U
Net U
Deduct
Deduct.
Deduct
Width*
Width
Width
Width .
in
in
in
Deduct
Deduct
Deduct
Deduct
in
. in
in
in
T1130.00-
0.0000. 1
0.0000 .0.75
0.0000 0.75
0.0000' 0.75
0.0000 0.75
0.0000 0.75
0.0000 0.75
120.00
JVY
�Tawer SX06534A SA 534 HWY 99 & WILSON
GPD GROUP Project
510 SOUTH MAIN ST. 2006094.42
AKRON, OH 44311 Client
Phone: 330-572-2100 T -MOBILE USA
FAX- 330-572-2102
5 of 30
Date
15:22:58 07/17/06
Designed by
jmcilroy
Tower
Elevation
J?
Leg
Diagonal
Top Girt
Bottom
Girt
Mid
Girt
Long Horizontal
Short Horizontal
Bolt Size No.
Net Width U
Net Width
U
Net Width
U
Net
U
Net
U
Net
U
Net
U
in
Deduct
Deduct
ft
Deduct
(Frac FW)
Width
Row
Width
Flange
Width
0
Width
0.6250
0
in
in
0.6250
in
0.6250
Deduct
0.6250
Deduct
120.00
Deduct
A325N
Deduct
A325N
A325N
A325N
A325N
in
Feedline
in
Yes
in
Flange
in
4
72120.00-
0.0000 1
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
100.00
A325N
A325N
LDF5-50A
A325N
Yes
A325N
100.00 - 8.00
A325N
-0.05
A325N
1
T3100.00-
Flange
T3100.00-
0.0000 1
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
80.00
A325N
Ar (CfAe)
A325N
A325N
0
A325N
4
A325N
0.2500
A325N
LMR 600
A325N
Yes
T4 80.00-60.00
0.0000 1
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
T5 60.0040.001
0.0000 1
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
T6 40.00-20.001
0.0000 1
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
T7 20.00-0.00
1 0.0000 1
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
Tower; Section Geometry (cont'd
Tower
Elevation
ft
Leg
Connection
Type
Leg
Bolt Size
No.
Diagonal
Top Girt
Bottom Girt
Mid Girt
Long Horizontal
Short Horizontal
Bolt Size No.
Bolt Size No.
Bolt Size No.
Bolt Size No.
Bolt Size No.
Bolt Sue
No.
Offset
in
Spacing
in
in
in
in
ft
in
(Frac FW)
in
Row
T1130.00-
Flange
0.0000
0
0.6250 1
0.6250
0
0.6250
0
0.6250
0
0.6250
0
0.6250
0
120.00
A325N
A325N
A325N
A325N
A325N
A325N
Feedline
A325N
Yes
72120.00-
Flange
1.0000
4
0.6250 1
0.6250
0
0.6250
0
0.6250
0
0.6250
0
0.6250
0
100.00
A325N
A325N
A325N
LDF5-50A
A325N
Yes
A325N
100.00 - 8.00
A325N
-0.05
A325N
1
T3100.00-
Flange
1.0000
4
0.6250 1
0.6250
0
0.6250
0
0.6250
0
0.6250
0
0.6250
0
80.00
A
A325N
Ar (CfAe)
A325N
A325N
0
A325N
4
A325N
0.2500
A325N
LMR 600
A325N
Yes
T4 80.00-60.00
Flange
1.0000
4
0.6250 1
0.6250
0
0.6250
0
0.6250
0
0.6250
0
0.6250
0
A325N
A325N
A325N
FOAM)
A325N
A325N
A325N
A325N
T5 60.00-40.00
Flange
1.0000
4
0.6250 1
0.6250
0
0.6250
0
0.6250
0
0.6250
0
0.6250
0
A325N
A325N
A325N
A325N
A325N
A325N
A325N
T6 40.00-20.00
Flange
1.0000
4
0.6250 1
0.6250
0
0.6250
0
0.6250
0
0.6250
0
0.6250
0
A325N
A325N
A325N
A325N
A325N
A325N
A325N
T7 20.00-0.00
Flange
1.1250
6
0.7500 1
0.6250
0
0.6250
0
0.6250
0
0.6250
0
0.6250
0
A325N
A325N
A325N
A325N
A325N
A325N
A325N
Feed.:LinelLine'ar.Ap'puttenances '<Entered As Round Or Flat
Description
Face Allow
Component
Placement
Face
Lateral
#
#
Clear
Width or Perimeter
Weight
or
Shield
Type
Offset
Offset
Per
Spacing
Diameter
Leg
ft
in
(Frac FW)
Row
in
in in
plf
LDF5-50A
C
Yes
Ar (CfAe)
124.00 - 8.00
0.0000
0
24
12
1.0000
1.0900
0.33
(7/8 FOAM)
Feedline
C
Yes
Af (CfAe)
124.00 - 8.00
0.0000
0.05
1
1
1.0000
2.0000 4.0000
6.20
Ladder (Af)
LDF5-50A
C
Yes
Ar (CfAe)
100.00 - 8.00
0.0000
-0.05
1
1
1.0000
1.0900
0.33
(7/8 FOAM)
CAT5 Cable
A
Yes
Ar (CfAe)
113.00 - 8.00
0.0000
0
4
4
1.0000
0.2500
0.50
LMR 600
A
Yes
Ar (CfAe)
110.00 - 8.00
0.0000
0.05
2
2
1.0000
0.5900
0.13
(19/32
FOAM)
Ah Ah
RYTower
o
SX06534A SA 534 HWY 99 & WILSON
Page
6 of 30
GPD GROUP
Project
Date
520SOUTHMAINST.
2006094.42
15:22:58 07/17/06
AKRON, OH 44311
Client
Designed by
Phone: 330-572-2100
T -MOBILE USA
Out Face
FAX.- 330-572-2102 Jf11CIIf0y
Out Face
ft
Tower
Tower
Face
An
AF
CAAA
CAA,
Weight
Section
Elevation
Elevation
or
Thickness
In Face
Out Face
In Face
Out Face
ft
ft=
f�
ft=
ft=
lb
Tl
130.00-120.00
A
0.000
0.000
0.000
0.000
0.00
0.000
0.000
B
0.000
0.000
0.000
0.000
0.00
0.000
0.000
C
4.360
0.667
0.000
0.000
56.48
T2
120.00-100.00
A
2.067
0.000
0.000
0.000
28.60
A
0.500
B
0.000
0.000
0.000
0.000
0.00
B
C
21.800
3.333
0.000
0.000
282.40
T3
100.00-80.00
A
3.633
0.000
0.000
0.000
45.20
939.22
T3
B
0.000
0.000
0.000
0.000
0.00
0.000
120.53
C
23.617
3.333
0.000
0.000
289.00
T4
80.00-60.00
A
3.633
0.000
0.000
0.000
45.20
42.761
0.000
B
0.000
0.000
0.000
0.000
0.00
4.733
8.900
C
23.617
3.333
0.000
0.000
289.00
T5
60.0040.00
A
3.633
0.000
0.000
0.000
45.20
C
B.
0.000
0.000
0.000
0.000
0.00
60.00-40.00
A
C
23.617
3.333
0.000
0.000
289.00
T6
40.00-20.00
A
3.633
0.000
0.000
0.000.
45.20
0.00
B
0.000
0.000
0.000
0.000
0.00
0.000
965.24
C
23.617
3.333
0.000
0.000
289.00
T7
20.00-0.00
A
2.180
0.000
0.000
0.000
27.12
0.000
0.000
B
0.000
0.000
0.000
0.000
0.00
6.967
42.761
C
14.170
2.000
0.000
0.000
173.40
Feed= Li'neILinear Appurtenances Section Areas ,With ace
Tower
Tower
Face
Ice
An
AF
CAA,
CAA,
Weight
Section
Elevation
or
Thickness
In Face
Out Face
ft
Leg
in
jtz
fr
ft'
f?
lb
Tl
130.00-120.00
A
0.500
0.000
0.000
0.000
0.000
0.00
B
0.000
0.000
0.000
0.000
0.00
C
0.697
8.552
0.000
0.000
187.84
T2
120.00-100.00
A
0.500
2.679
5.388
0.000
0.000
72.94
B
0.000
0.000
0.000
0.000
.0.00
C
3.483
42.761
0.000
0.000
939.22
T3
100.00-80.00
A
0.500
4.733
8.900
0.000
0.000
120.53
B
0.000
0.000
0.000
0.000
0.00
C
6.967
42.761
0.000
0.000
965.24
T4
80.00-60.00
A
0.500
4.733
8.900
0.000
0.000
120.53
B
0.000
0.000
0.000
0.000
0.00
C
6.967
42.761
0.000
0.000
965.24
T5
60.00-40.00
A
0.500
4.733
8.900
0.000
0.000
120.53
B
0.000
0.000
0.000
0.000
0.00
C
6.967
42.761
0.000
0.000
965.24
T6
40.00-20.00
A
0.500
4.733
.8.900
0.000
0.000
120.53
B
0.000
0.000
0.000
0.000
0.00
C
6.967
42.761
0.000
0.000
965.24
T7
20.00-0.00
A
0.500
2.840
5.340
0.000
0.000
72.32
B
0.000
0.000
0.000
0.000
0.00.
C
4.180
25.657
0.000
0.000
579.15
. Ml- er
JZr
SX06534A SA 534 HWY 99 & WILSON
Page
7 of 30
GPD GROUP
520 SOUTH MAIN ST.
Project
2006094.42
Date
15:22:58 07/17/06
AKRON, OH 44311
Phone: 330-572-2100
FAX.- 330-572-2102
Client
T -MOBILE USA
Designed by
JfTlCIIfOY
Section
Elevation
Face
AR
AR
AF
AF
Ice
Ice
Ice
in
ft
in
ft=
ftp
f�
ftp
Tl
130.00-120.00
A
0.000
0.000
0.000
0.000
-0.7975
6.6705
B
0.000
0.000
0.000
0.000
6.4014
T4
C
0.000
0.000
0.513
1.273
T2
120.00-100.00
A
0.000
0.000
0.176
0.918
40.00-20.00
-0.9625
B
0.000
0.000
0.000
0.000
-0.6983
5.5023
C
0.000
0.000
2.146
5.327
T3
100.00-80.00
A
0.000
0.000
0.310
1.552
lb
B
0.000
0.000
0.000
0.000
C
0.000
0.000
2.301
5.724
T4 -
80.00-60.00
A
0.000
0.000
0.326
1.630
Pirod T -Frame Sector Mount
C
B
0.000
0.000
0.000
0.000
38.60
38.60
C
0.000
0.000
2.416 ,
6.010
T5
60.00-40.00
A
0.000
0.000
0.276
1.383
C
From Leg
B
0.000
0.000
0.000
0.000
2.75
23.00
C
0.000
0.000
2.050
5.101
T6.
40.0040.00
A
0.000
0.000
0.332
1.580
0.00
B
0.000
U.000
0.000
0.000
(4) RR65-19-OODP
C
0.000
0.000
2.466
5.828
T7
20.00-0.00
A
0.000
0.000
0.183
0.847
0.00
B
0.000
0.000
0.000
0.000.
C
0.000 -
0.000
1.358
3.125
Feed Line Centersof Pressure.::._
Section
Elevation
CPX
CPz
CPX
CPz
Ice
Ice
ft
in
in -
in
in
Tl
130.00-120.00
-0.0659.
3.0513
-0.0576
3.4246
T2
120.00-100.00
-0.5867
6.5185
-0.7975
6.6705
T3
100.00-80.00
-0.7794
6.3073
-1.0448
6.4014
T4
80.00-60.00
-0.8083
6.4963
-1.1022
6.7284
T5
60.00-40.00
-0.9924
7.8993
-1.3815
8.2463
T6
40.00-20.00
-0.9625
7.6130
-1.4044
8.4052
T7
20.00-0.00
-0.6983
5.5023
-1.0942
6.4691
....
Discrete Tower Loads
.
Weight
Description
Face
Offset
Offsets:
Azimuth
Placement
CAAA
CAAA
or
Type
Harz
Adjustment
Front
Side
Leg
Lateral
Vert
ft
ft
ft,
ft2
lb
ft
ft
Pirod T -Frame Sector Mount
C
None
0.0000
123.00
No Ice
38.60
38.60
1060.00
(3)
1/2" Ice
57.40
57.40
1650.00
(4) RR65-19-00DP
C
From Leg
3.00
0.0000
123.00
No Ice
5.87
2.75
23.00
0.00.
1/2" Ice
6.32
3.23
51.51
0.00
(4) RR65-19-OODP
B
From Leg
3.00
0.0000
123.00
No Ice
5.87
2.75
23.00
0.00
1/2" Ice
6.32
3.23
51.51
ERRI.T
A vy SX06534A SA 534 HWY 99 & WILSON
GPD GROUP Project
520 SOUTHMAINST. 2006094.42
AKRON, OH 44311 Client
Phone: 330-572-2100 T-MOBILE USA
FAX: 330-572-2102
Page
8 of 30
Date
15:22:58 07/17/06
Designed by
jmcilroy
Description
Face
Offset
Offsets:
Azimuth
Placement
Elevation
CAAA
C,AAA
Weight
Weight
or
Type
Horz
Adjustment
Harz
Adjustment Beam
Front
Side
Area
Leg
Lateral
Lateral
Width
Vert
Vert
ft
0
ft
ft2
ft,
lb
ft
ft
ft
lb
4 FT DISH
C
Paraboloid w/o
From
0.00
0.0000
100.00
4.00
ft .
12.56
170.00
Radome
Leg
0.00
0.00
12" Ice
13.09.
237.19
(4) RR65-19-OODP
A
From Leg
3.00
0.0000
123.00
No Ice
5.87
2.75
23.00
Paraboloid
From
0.00
0.00
110.00
2.00
1/2" Ice
6.32
3.23
51.51
w/Shroud (HP)
Leg
0.00
12" Ice
3.41
44.49
20' Omni
C
From Leg
0.00
0.0000
140.00
No Ice
6.00
6.00
50.00
HP2-23
B
0.00
From
0.00
1/2" Ice
8.03
8.03
93.17
3.14
27.00
0.00
20' Omni
B
From Leg
0.00
0.0000
140.00
No Ice
6.00
6.00
50.00
0.00
1/2" Ice
8.03
8.03
93.17
0.00
Pirod T -Frame Sector Mount
C
None
0.0000
113.00
No Ice
38.60
38.60
1060.00
(3)
1/2" Ice
57.40
57.40
1650.00
SD98
C
From Leg
0.00
0.0000
113.00
No Ice
4.58
3.81
29.44
0.00
1/2" Ice
5.10
4.58
67.42
0.00
SD98
B
From Leg
0.00
0.0000
113.00
No Ice
4.58
3.81
29.44
0.00
1/2" Ice
5.10
4.58
67.42
0.00
SD98
A
From Leg
0.00
45.0000
113.00
No Ice
4.58
3.81
29.44
0.00
1/2" Ice
5.10
4.58
67.42
0.00
SD98
A
From Leg
0.00
45.0000
113.00
No Ice
4.58
3.81
29.44
0.00
1/2" Ice
5.10
4.58
67.42
0.00
NextNet BTS -2500
C
From Leg
0.00
0.0000
113.00.
No Ice
2.12
0.96
30.00
0.00
1/2" Ice
2.32
1.12
43.31
0.00
NextNet BTS -2500
B
From Leg
0.00
0.0000
113.00
No Ice
2.12
0.96
30.00
0.00
1/2" Ice
2.32
1.12
43.31
0.00
NextNet BTS -2500
A
From Leg
0.00
-45.0000
113.00
No Ice
2.12
0.96
30.00
0.00
12" Ice
2.32
1.12
43.31
0.00
NextNet BTS -2500
A
From Leg
0.00
45.0000
113.00
No Ice
2.12
0.96
30.00
0.00
12" Ice
2.32
1.12
43.31
0.00
Description
Face
Dish
Offset
Offsets:
Azimuth 3 dB
Elevation
Outside
Aperture
Weight
or
Type
Type
Harz
Adjustment Beam
Diameter
Area
Leg
Lateral
Width
Vert
ft
ft
ft
fry
lb
4 FT DISH
C
Paraboloid w/o
From
0.00
0.0000
100.00
4.00
No Ice.
12.56
170.00
Radome
Leg
0.00
12" Ice
13.09.
237.19
0.00
HP2-23
C
Paraboloid
From
0.00
0.0000
110.00
2.00
No Ice
3.14
27.00
w/Shroud (HP)
Leg
0.00
12" Ice
3.41
44.49
0.00
HP2-23
B
Paraboloid
From
0.00
0.0000
110.00
2.00
No Ice
3.14
27.00
ERM.wer vV SX06534A SA X534 HWY 99 & WILSON
GPD GROUP Project
520 SOUTHMAINST. 2006094.42
AKRON, OH 44311 Client
Phone: 330-572-2100 T -MOBILE USA
FAX.- 330-572-2102
Page
9 of 30
Date
15:22:58 07/17/06
Designed by
jmcilroy
Description Face Dish
Offset
Offsets: Azimuth 3 dB
Elevation Outside Aperture Weight
or Type
Type
Harz Adjustment Beam
Diameter Area
Leg
Leg
%
Lateral Width
CA14A
Out
Face
C
T1130.00-
125.00
Vert
21
64.167
A
ft o o
ft ft ftp lb
w/Shroud (HP)
Leg
0.00
1/2" Ice 3.41 44.49
120.00
0.000
0.00
_.. Tower Pressures No Ice .:
GH =1.743
Section
Elevation
t
z
t
Kz
q,
pf
Aa
J?2
F
a
c
e
AF
AR
?
At,
ftp
Leg
%
CAAA
In
Face
r
CA14A
Out
Face
C
T1130.00-
125.00
1.463
21
64.167
A
5.518
3.333
3.333
33.84
0.000
0.000
120.00
0.000
120.00
B
6.518
3.333
B
33.84
5.000
36.52
C
6.672
7.693
23.20
15.969
5.697
12120.00-
110.00
1.411
20
128.333
A
10.730
8.733
6.667
34.25
0.000
0.000
100.00
10.000
31.56
0.000
0.000
B
10.907
6.667
37.94
B
14.542
10.000
40.75
C
12.094
28.467
16.44
T3100.00-
90.00
1.332
19
128.750
A
10.564
11.133
7.500
34.57
0.000
0.000
80.00
A
21.847
15.567
10.833
B
10.874
7.500
40.82
B
14.499
10.833
C
11.906
31.117
17.43
T4 80.00-60.00
70.00
1.24
18
148.401
A
12.679
11.979
8.346
33.85
0.000
0.000
1.24
13
0.5000
150.070
A
B
13.004
8.346
28.48
39.09
0.000
C
13.922
31.963
18.19
T5 60.0040.00
50.00
1.126
16
186.861
A
13.975
11.979
8.346
32.16
0.000
0.000
B
14.252
8.346
36.93
C
15.535
31.963
17:57
T6 40.00-20.00
30.00
1
14
.225.749
A
20.475
12.814
9.181
27.58
0.000
0.000
B
20.807
9.181
30.61
C
21.675
32.797
16.85
T7 20.00-0.00
10.00
1
14
264.219
A
22.295
11.361
9.181
27.28
0.000
0.000
B
22.479
9.181
29.00
C
1 23.120
1 23.351
1
1 19.76
Tower_. Pressure_ ..: With
GH = 1.143
Section
Elevation
ft
z
fl
Kz
qr
psf
tz
in
Aa
ji'
F
a
c
e
AF
ftz
AR
ftp
A,,
ft,
Leg
%
CAAA
In
Face
ft=
CAAA
Out
Face
ftp
T1130.00-
125.00
.1.463
16
0.5000
65.000
A
8.691
5.000
5.000
36.52
0.000
0.000
120.00
B
8.691
5.000
36.52
C
15.969
5.697
23.08
12120.00-
110.00
1.411
15
0.5000
130.000
A
19.011
12.679
10.000
31.56
0.000
0.000
100.00
B
14.542
10.000
40.75
C
51.976
13.483
15.28
T3100.00-80.00
90.00
1.332
14
0.5000
130.417
A
21.847
15.567
10.833
28.96
0.000
0.000
B
14.499
10.833
42.77
C
51.536
17.800
15.62
T4 80.00-60.00
70.00
1.24
13
0.5000
150.070
A
24.609
16.418
11.685
28.48
0.000
0.000
B
17.339
11.685
40.26
Job
. Tower SX06534A SA 534 HWY 99 & WILSON
GPD GROUP Project
520 SOUTHMAINST. 2006094.42
AKRON, OH 44311 Client
Phone: 330-572-2100 T -MOBILE USA
FAX.- 330-572-2102
Page
10 of 30
Date
15:22:58 07/17/06
Designed by
jmcilroy
Section
Elevation
t
z
ft
Kz
qr
psf
tz
in
AG
?
F
a
c
a
AF
AR
tz
A,,,
ft2
Leg
%
CAAA
/n
Face
tz
CAAA
Out
Face
t
125.00
1.463
9
64.167
A
6.518
C
54.090
18.651
0.000
16.06
120.00
Face
T5 60.0040.00
50.00
1.126
12
0.5000
188.530
A
26.519
16.418
11.685
27.21
0.000
0.000
t
lb
C
6.672
7.693
B
19.002
11.685
T2120.00-
38.08
1.411
9
128.333
A
10.730
8.733
6.667
34.25
C
56.662
18.651
8.458
15.51
68.26
C
T6 40.00-20.00
30.00
1
11
0.5000
227.417
A
33.676
17.253
12.519
24.58
0.000
0.000
12.094
28.467
16.44
0.224
2.518
B
26.356
12.519
9
32.20
A
10.564
11.133
7.500
34.57
0.000
0.000
80.00
C
63.289
19.486
15.811
15.12
10.874
7.500
T7 20.00-0.00
10.00
1
11
0.5000
265.887
A
32.214
15.359
12.519
26.32
0.000
0.000
17.43
T4 80.00-60.00
70.00
1.24
B
27.721
12.519
12.679
31.11
8.346
33.85
0.000
0.000
C
1 50.2531
16.699
8.346
1 18.70
39.09
--------------
Tower Pree -Ser ic
ssure;
GH = 1.143
Section
Elevation
ft
z
ft
Kz
qt
Psf
Ac
f�
F
a
c
e
AF
r
AR
fr'
Aleg
r'
Leg
%
CAAA
In
Face
t
CAAA
Out
Face
ft2
T1130.00-
125.00
1.463
9
64.167
A
6.518
3.333
3.333
33.84
0.000
0.000
120.00
Face
B
6.518
3.333
33.84
t
lb
C
6.672
7.693
23.20
T2120.00-
110.00
1.411
9
128.333
A
10.730
8.733
6.667
34.25
0.000
0.000
100.00
8.458
682.57
68.26
C
B
10.907
6.667
B
37.94
2.759
0.582
1
1
8.458
C
12.094
28.467
16.44
0.224
2.518
T3100.00-
90.00
1.332
9
128.750
A
10.564
11.133
7.500
34.57
0.000
0.000
80.00
0.582
1
1
15.811
B
10.874
7.500
100.00
40.82
B
0.137
2.82
0.58
1
1
C
11.906
31.117
17.43
T4 80.00-60.00
70.00
1.24
8
148.401
A
12.679
11.979
8.346
33.85
0.000
0.000
B
13.004
8.346
39.09
C
13.922
31.963
18.19
T5 60.00-40.00
50.00
1.126
7
186.861
A
13.975
11.979
8.346
32.16
0.000
0.000
B
14.252
8.346
36.93
C
15.535
31.963
17.57
T6 40.00-20.00
30.00
1
6
225.749
A
20.475
12.814
9.181
27.58
0.000
0.000
B
20.807
9.181
30.61
C
21.675
32.797
16.85
77 20.00-0.00
10.00
1
6
264.219
A
22.295
11.361
9.181
27.28
0.000
0.000
B
22.479
9.181
29.00
C
1 23.120
1 23.351
1
1 19.76
Section
Add
Self
F
e
CF
RR
DF
DR
AE
F
w
Ctrl.
Elevation
Weight
Weight
a
Face
c
t
lb
lb
a
?
lb
py,
T1130.00-
56.48
721.47
A
0.154
2.759
0.582
1
1
8.458
682.57
68.26
C
120.00
B
0.154
2.759
0.582
1
1
8.458
C
0.224
2.518
0.596
1
1
11.253
T2120.00-
311.00
. 1317.26
A
0.152
2.765
0.582
1
1
15.811
1558.40
77.92
C
100.00
B
0.137
2.82
0.58
1
1
14.770
ERITower
GPD GROUP
510 SOUTH MAIN ST.
AKRON, OH 44311
Phone: 330-572-1100
FAX.- 330-571-2101
ion Page
SX06534A SA 534 HWY 99 & WILSON 11 of 30 "
Project Date
2006094.42 15:22:58 07/17/06
Client Designed by
T -MOBILE USA jmcilroy
Section
Elevation
t
Add
Weight
lb
Self
Weight
lb
F
a
c
a
e
CF
RR
DF
DR
AE
Jiz
F
lb
w
-
p1
Ctrl.
Face
Tl 130.00-
56.48
721.47
C
0.316
2.254
0.621
1
1
29.770
601.64
60.16
C
T3100.'00-
334.20
1496.15
A
0.169
2.705
0.584
1
1
17.071
1521.81
76.09
C
80.00
B
0.143
2.799
0.58
1
1
15.227
T2120.00-
311.00
1317.26
C
0.334
2.209
0.627
1
1
31.415
"1431.78
71.59
C
T4 80.00-
334.20
1823.12
A
0.166
2.713
0.584
1
1
19.675
1562.48
78.12
C
60.00
B
0.144
2.794
0.581
1
1
17.850
T3 100.00-
_ 334.20
1496.15
C
0.309
2.272
0.619
1
1
33.699
1406.45
70.32
C
T5 60.00-
334.20
1891.85
A
0.139
2.813
0.58
1
1
20.921
1564.76
78.24
C
40.00
B
0.121
2.881
0.577
1
1
19.071
T4 80.00-
334.20
1823.12
C
0.254
2.425
0.603
1
1
34.807
.
71.67
C
T6 40.00-
334.20
2513.92
A
0.147
2.781
0.581
1
1
27.921
1677.00.
83.85
C
20.00
B
0.133
2.836
0.579
1
1
26.123
T5 60.00-
334.20
1891.85
C
0.241
2.464
0.6
1
1
41.343
1425.08
71.25
C
77 20.00-0.00
200.52
2617.98
A
0.127
2.856
0.578
1
l
28.865
1622.72
81.14
C
B
0.12
2.886
0.577
1
1
27.779
T6 40.00-
334.20
2513.92
C
0.176
2.679
0.586
1
1
36.799
1501.17
75.06
C
Sum Weight:
1904.80
12381.75
B
0.133
2.836
0.579
0.8
OTM
647856.71
10189.74
C
0.241
2.464
0.6
0.8
1
Ib -ft
Section
Elevation
t
Add
Weight
lb
Self
Weight
lb
F
a
c
e
e
CF
RR
DF
DR
AE
?
F
lb
w
p6r
Ctrl.
Face
Tl 130.00-
56.48
721.47
A
0:154
2.759
0.582
0.8
1
7.154
601.64
60.16
C
120.00
B
01154
2.759
0.582
0.8
1
7.154
C
0.224
2.518
0.596
0.8
1
9.919
T2120.00-
311.00
1317.26
A
0.152
2.765
0.582
0.8
1
13.665
"1431.78
71.59
C
100.00
B
0.137
2.82
0.58
0.8
1
12.589
C
0.316
2.254
0.621
0.8
1
27.352
T3 100.00-
_ 334.20
1496.15
A
0.169
2.705
0.584
0.8
1
14.958
1406.45
70.32
C
80.00
B
0.143
2.799
0.58
0.8
1
13.052
C
0.334
2.209
0.627
0.8
1
29.034
T4 80.00-
334.20
1823.12
A
0.166
2.713
0.584
0.8
1
17.140
1433.38
71.67
C
60.00
B
0.144
2.794
0.581
0.8
1
15.249
C
0.309
2.272
0.619
0.8
1
30.914
T5 60.00-
334.20
1891.85
A
0.139
2.813
0.58
0.8
1
18.126
1425.08
71.25
C
40.00
B
0.121
2.881
0.577
0.8
1
16.221
C
0.254
2.425
0.603
0.8
l
31.700
T6 40.00-
334.20
2513.92
A .
0.147
2.781
0.581
0.8
1
23.826
1501.17
75.06
C
20.00
B
0.133
2.836
0.579
0.8
1
21.962
C
0.241
2.464
0.6
0.8
1
37.008
T7 20.00-0.00
200.52
2617.98
A
0.127
2.856
0.578
0.8
1
24.406
1418.81
70.94
C
B
0.12
2.886
0.577
0.8
1
23.283
C
0.176
2.679
0.586
0.8
1
32.175
Sum Weight:
1904.80
12381.75
OTM
59.0095.29
9218.31
lb -ft
Ah
Ah
�r
Tower
Nw
Job
Page
12 30
PuC
SX06534A SA 534 HWY 99 & WILSON
of
GPD GROUP
Project
Date
520SOUTHMAINST.
2006094.42
15:22:58 07/17/06
Client
Designed by
AKRON, OH 44311
Phone: 330-572-2100
T -MOBILE USA
JfT1CIIf0y
FAX.- 330-572-1101
0.582
0.85
.Section
Elevation
t
Add
Weight
lb
Self
Weight
lb
F
a
c
a
e
CF
RR
DF
DR
AE
ft2
F
lb
w
ptr
Ctrl.
Face
T1130.00-
56.48
721.47
A
0.154
2.759
0.582
0.85
1
7.480
621.87
62.19
C
120.00
B
0.154
2.759
0.582
0.85
1
7.480
C
0.224
2.518
0.596
0.85
1
10.253
72120.00•
311.00
1317.26
A
0.152
2.765
0.582
0.85
1
14.201
1463.43
73.17
C
100.00
B
0.137
2.82
0.58
0.85
1
13.134
C
0.316
2.254
0.621
0.85
1
27.956
T3100.00-
334.20
1496.15
A
0.169
2.705
0.584
0.85
1
15.486
1435.29
71.76
C
80.00
B
0.143
2.799
0.58
0.85
1
13.596
C
0.334
2.209
0.627
0.85
1
29.629
T4 80.00-
334.20
1823.12
A
0.166
2.713
' 0.584
0.85
1
17.774
1465.66
73.28
C
60.00
B
0.144
2.794
0.581
0.85
1
15.899
C
0.309
2.272
0.619
0.85
1
31.610
T5 60.00-
334.20
1891.85
A
0.139
2.813
0.58
0.85
1
18.825
1460.00
73.00
C
40.00
B
0.121
2.881
0.577
0.85
1
16.934
C
0.254
2.425
0.603
0.85
1
32.476
T6 40.00-
334.20
2513.92
A
0.147
2.781
0.581
.0.85
1
24.850
1545.13
77.26
C
20.00
B
0.133
2.836
0.579
0.85
1
23.002
C
0.241
2.464
0.6
0.85
1
38.092
T7 20.00-0.00
200.52
2617.98
A
0.127
2.856
0.578
0.85
1
25.521
1469.79
73.49
C
B
0.12
2.886
0.577
0.85
1
24.407
C
0.176
2.679
0.586
0.85
1
33.331
Sum Weight:
1904.80
12381.75
OTM
604535.65
9461.17
lb -ft
Tow;er..Forces With Ice Wi.nd.. NormaL.To Face
Section
Elevation
t
Add
Weight
lb
Self
Weight
lb
F
a
c
a
e
CF
RR
DF
DR
AE
r'
F
lb
w
Ctrl.
Face
T1130.00-
187.84
989.69
A
.0.211
2.561
0.593
1
1
11.654
780.46
78.05
C
120.00
B
0.211
2.561
0.593
1
1
11.654
C
0.333
2.211
0.627
1
1
19.539
T2120.00-
1012.16
1781.04
A
0.244
-2.456
0.6
1
1
26.623
2027.14
101.36
C
100.00
B
0.189
2.634
0.588
1
1
20.424
C
0.504
1.895
0.699
1
1
61.405
73100.00-
1085.77
1969.10
A
0.287
2.331
0.612
1
1
31.373
1967.74
98.39
C
80.00
B .
0.194
2.615
0.589
1
1
20.882
C
0.532
1.862
0.714
1
1
64.248
T4 80.00-
1085.77
2377.89
A
0.273
2.369
0.608
1
1
34.593
1968.45
98.42
C
60.00
B
0.193
2.618-
0.589
1
1
24.222
C
0.485
1.921
0.69
1
1
66.956
T5 60.00-
1085.77
2486.35
A
0.228
2.506
0.596
1
1
36.312
1975.71
98.79
C
40.00
B
0.163
2.725
0.584
1
1
25.820
C
0.399
2.065
0.651
1
1
68.812
T6 40.00-
1085.77
3310.92
A
0.224
2.518
0.596
1
1
43.951
2000.33
100.02
C
20.00
B
0.171
2.696
0.585
1
1
33.679
C
0.364
2.14
0.638
1
1
75.712
77.20.00-0.00
651.46
3452.28
A
0.179
2.668
0.586
1
1
41.220
1811.16
90.56
C
B
0.151
2.767
0.582
1
1
35.004
C
0.252
2.432
0.602
1
1
60.312
Sum Weight:
6194.56
16367.27
OTM
812338.35
12530.99
lb -ft
JVY
ENTower SX06534A SA 534 HWY 99 & WILSON.
GPD GROUP Project
520 SOUTHMATNST 2006094.42
AKRON, OH 44311 Client
Phone: 330-572-2100 T -MOBILE USA
FAX- 330-572-2102
_T;ower.Forces With ice .:Wind 60 To Face..
Page
13 of 30
Date
15:22:58 07/17/06
Designed by
jmcilroy
Section
Elevation
ft
Add
Weight
lb
Self
Weight
lb
F
a
c
e
e
CF
RR
DF
DR
AE
fit
F
lb
w
ptr
Ctrl.
Face
TI 130.00-
187.84
989.69
A
0.211
2.561
0.593
0.8
1
9.916
652.89
65.29
C
120.00
B
0.211
2.561
0.593
0.8
1
9.916
C
0.333
2.211
0.627
0.8
1
16.345
72120.00-
1012.16
1781.04
A
0.244
2.456
0.6
0.8
1
22.821
1683.97
84.20
C
100.00
B
0.189
2.634
0.588
0.8
1
17.516
C
0.504
1.895
0.699
0.8
1
51.010
T3100.00-
1085.77
1969.10
A
0.287
2.331
0.612
0.8
1
27.004
1652.06
82.60
C
80.00
B
0.194
2.615
0.589
0.8
1
17.982
C
0.532
1.862
0.714
0.8
1
53.941
T4 80.00-
1085.77
2377.89
A
0.273
2.369
0.608
0.8
1
29.672
1650.41
82.52
C
60.00
B
0.193
2.618
0.589
0.8
1
20.754
C
0.485
1.921
0.69
0.8
1
56.138
T5 60.00-
1085.77
2486.35
A
0.228
2.506
0.596
0.8
1
31.008
1650.33
82.52
C
40.00
B
0.163
2.725
0.584
0.8
1
22.020
C
0.399
2.065
0.651
0.8
1
57.479
T6 40.00-
1085.77
3310.92
A
0.224
2.518
0.596
0.8
1
37.216
1665.91
83.30
C
20.00
B
0.171
2.696
0.585
0.8
1
28.407
C
0.364
2.14
0.638
0.8
1
63.055
T7 20.00-0.00
651.46
3452.28
A
0.179
2.668
0.586
0.8
1
34.777
1509.34
75.47
C
B
0.151
2.767
0.582
0.8
1
29.459
C
0.252
2.432
0.602
0.8
1
50.261
Sum Weight:
6194.56
16367.27
OTM
678648.92
10464.91
Ib -ft
Tower; Forces Wifh`Ice .Wind 90 To Face...
Section
Elevation
ft
Add
Weight
lb
Self
Weight
lb
F
a
c
e
e
CF
RR
DF
DR
AE
fr'
F
lb
w
if
Ctrl.
Face
T1130.00-
187.84
989.69
A
0.211
2.561
0.593
0.85
1
10350
684.78
68.48
C
120.00
B
0.211
2.561
0.593
0.85
1
10.350
C
0.333
2.211
0.627
0.85
1
17.144
72120.00-
1012.16
1781.04
A
0.244
2.456
0.6
0.85
1
23.771
1769.76
88.49
C
100.00
B
0.189
2.634
0.588
0.85
1
18.243
C
0.504
1.895
0.699
0.85
1
53.609
T3100.00-
1085.77
1969.10
A
0.287
2.331
0.612
0.85
1
28.096
1730.98
86.55
C
80.00
B
0.194
2.615
0.589
0.85
1
18.707
C
0.532
1.862
0.714
0.85
1
56.517
T4 80.00-
1085.77
2377.89
A
0.273
2.369
0.608
0.85
1
30.902
1729.92
86.50
C
60.00
B
0.193
2.618
0.589
0.85
1
21.621
C
0.485
1.921
0.69
0.85
1
58.842
T5 60.00-
1085.77
2486.35
A
0.228
2.506
0.596
0.85
1
32.334
1731.68
86.58
C
40.00
B
0.163
2.725
0.584
0.85
1
22.970
C
0.399
2.065
0.651
0.85
1
60.312
T6 40.00-
1085.77
3310.92
A
0.224
2.518
0.596
0.85
1
38.900
1749.52
87.48
C
20.00
B
0.171
2.696
0.585
0.85
1
29.725
C
0.364
2.14
0.638
0.85
1
66.219
T7 20.00-0.00
651.46
3452.28
A
0.179
2.668
0.586
0.85
1
36.388
1584.79
79.24
C
B
0.151
2.767
0.582
0.85
1
30.845
C
0.252
2.432
0.602
0.85
1
52.774
. 11TAwer
GPD GROUP
520 SOUTH MAIN ST.
AKRON, OH 44311
Phone: 330-572-2100
FAX- 330-572-2102
Wo 'qw Page
SX06534A SA 534 HWY 99 & WILSON 14 of 30
Project Date
2006094.42 15:22:58 07/17/06
Client Designed by
T -MOBILE USA jmcilroy
Section
Add
Self
F
e
CF
RR
DF
DR
AE
F
w
Ctrl.
Elevation
Weight
Weight
a
0.154
2.759
0.582
1
l
8.458
303.37
30.34
Face
120.00
c
0.154
2.759
0.582
l
I
8.458
t
lb
lb
a
0.224
2.518
0.596
1
1
tt
!b
P1f
Sum Weight:
6194.56
16367.27
A
0.152
2.765
0.582
1
OTM
712071.27
10981.43
34.63
C
100.00
B
0.137
2.82
0.58
1
1
Ib -ft
Tower Forces. Service Wind Normal To: Face n
Section
Elevation
t
Add
Weight
Ib
Self
Weight
lb
F
a
c
a
e
CF
RR
DF
DR
AE
?
F
lb
w
!
Ctrl.
Face
T1130.00-
56.48
721.47
A
0.154
2.759
0.582
1
l
8.458
303.37
30.34
C
120.00
B
0.154
2.759
0.582
l
I
8.458
C
0.224
2.518
0.596
1
1
11.253
T2120.00-
311.00
1317.26
A
0.152
2.765
0.582
1
1
15.811
692.62
34.63
C
100.00
B
0.137
2.82
0.58
1
1
14.770
C
0.316
2.254
0.621
1
1
29.770
T3100.00-
334.20
1496.15
A
0.169
2.705
0.584
1
1
17.071
676.36
33.82
C
80.00
B
0.143
2.799
0.58
1
1
15.227
C
0.334
2.209
0.627
1
1
31.415
T4 80.00-
334.20
1823.12
A
0.166
2.713
0.584
1
1
19.675
694.44
34.72
C
60.00
B
0.144
2.794
0.581
1
l
17.850
C
0.309
2.272
0.619
1
1
33.699
T5 60.00-
334.20
1891.85
A
0.139
2.813
0.58
1
1
20.921
695.45
34.77
C
40.00
B
0.121
2.881
0.577
1
1
19.071
C
0.254
2.425
0.603
1
1
34.807
T6 40.00-
334.20
2513.92
A
0.147
2.781
0.581
1
1
27.921
745.34
37.27
C
20.00
B
0.133
2.836
0.579
1
1
26.123
C
0.241
2.464
0.6
1
1
41.343
T7 20.00-0.00
200.52
2617.98
A
0.127
2.856
0.578
1
1
28.865
721.21
36.06
C
B
0.12
2.886
0.577
1
1
27.779
C
0.176
2.679
0.586
1
1
36.799
Sum Weight:
1904.80
12381.75
OTM
287936.32
4528.77
Ib -ft
Tower Forces Service Wind 60 To ceqi :..__ .
Section
Elevation
t
Add
Weight
lb
Self
Weight
lb
F
a
c
e
e
CF
RR
DF
DR
AE
fly
F
lb
w
PIr
Ctrl.
Face
T1130.00-
56.48
721.47
A
0.154
2.759
0.582
0.8
1
7.154
267.40
26.74
C
120.00
B
0.154
2.759
0.582
0.8
1
7.154
C
0.224
2.518
0.596
0.8
1
9.919
72120.00-
311.00
1317.26
A
0.152
2.765
0.582
0.8
1
13.665
636.35
31.82
C
100.00
B
0.137
2.82
0.58
0.8
1
12.589
C
0.316
2.254
0.621
0.8
1
27.352
T3100.00-
334.20
1496.15
A
0.169
2.705
0.584
0.8
I
14.958
625.09
31.25
C
80.00
B
0.143
2.799
0.58
0.8
1
13.052
C
0.334
2.209
0.627
0.8
1
29.034
T4 80.00-
334.20
1823.12
A
0.166
2.713
0.584
0.8
1
17.140
637.06
31.85
C
60.00
B
0.144
2.794
0.581
0.8
1
15.249
C
0.309
2.272
0.619
0.8
1
30.914•
Ah
r_ -I
RITower
ST,
SX06534A SA 534 HWY 99 & WILSON
Page
15 -of 30
GPD GROUP
520SOUTHMAINST
Project
2006094.42
Date
15:22:58 07/17/06
AKRON, OH 44311
Phone: 330-572-2100
FAX.- 330-572-2102
Client
T -MOBILE USA
Designed by
jmcilroy
Section
Elevation
t
Add
Weight
lb
Self
Weight
lb
F
'a
c
e
e
Cr
RR
DF
DR
AE
?
F
!b
w
Xf
Ctrl.
Face
T5 60.00-
334.20
1891.85
A
0.139
2.813
0.58
0.8
1
18.126
633.37
31.67
C
40.00
B
0.121
2.881
0.577
0.8
1
16.221
Total Member Self -Weight
12381.75
C
0.254
2.425
0.603
0.8
1
31.700
T6 40.00-
334.20
2513.92
A
0.147
2.781
0.581
0.8
1
23.826
667.19
33.36
C
20.00
B
0.133
2.836
0.579
0.8
1
21.962
C
0.241
2.464
0.6
0.8
1
37.008
T7 20.00-0.00
200.52
2617.98
A
0.127
2.856
0.578
0.&
1
24.406
630.58
31.53
C
80.00
B
0.12
2.886
0.577
0.8
1
23.283
C
0.176
2.679
0.586
0.8
1
32.175
Sum Weight:
1904.80
12381.75
A
0.166
2.713
0.584
0.85
OTM
262264.57
4097.03
32.57
C
60.00
B
0.144
2.794
0.581
0.85
1
ib -ft
Section
Elevation
ft
Add
Weight
lb
Self
Weight
lb
F
a
c
e
e
-
CF
RR
DF
DR
AE
F
lb
w
ptr
Ctrl.
Face
Tl 130.00-
• 56.48
721.47
A
0.154
2.759
0.582
0.85
1
7.480
276.39
27.64
C
120.00
B
0.154
2.759
0.582
0.85
l
7.480
Total Member Self -Weight
12381.75
C
0.224
2.518
0.596
0.85
1
10.253
T2120.00-
31'1.00
1317.26
A
0.152
2.765
0.582
0.85
1
14.201
650.41
32.52
C
100.00
B
0.137
2.82
0.58
0.85
1
13.134
C
0.316
2.254
0.621
0.85
l
27.956
T3100.00-.
334.20
1496.15
A
0.169
2.705
0.584
0.85
1
15.486
637.91
31.90
C
80.00
B
0.143
2.799
0.58
0.85
1
13.596
C
0.334
2.209
0.627
0.85
1
29.629
T4 80.00-
334.20
1823.12
A
0.166
2.713
0.584
0.85
1
17.774
651.40
32.57
C
60.00
B
0.144
2.794
0.581
0.85
1
15.899
C
0.309
2.272
0.619
0.85
1
31.610
T5 60.00-
334.20
1891.85
A
0.139
2.813
0.58
0.85
1
18.825
648.89
32.44
C
40.00
B
0.121
2.881
0.577.
0.85
1
16.934
C
0.254
2.425
0.603
0.85
1
32.476
T6 40.00-
334.20
2513.92
A
0.147
2.781
0.581
0.85
1
•24.850
686.72
34.34
C
20.00
B
0.133
2.836
0.579
0.85
1
23.002
C
0.241
2.464
0.6
0.85
1
38.092
T7 20.00-0.00
200.52
2617.98
A
0.127
2.856
0.578
0.85
1
25.521
653.24
32.66
C
B
0.12
2.886
0.577
0.85
1
24.407
C
0.176
2.679
.0.586
0.85
1
33.331
Sum Weight:
1904.80
12381.75
OTM
268682.51
4204.97
' lb -ft
._ ..
Force Totals k
Load
Vertical
Sum of
Sum of
Sum of
Sum of Sum of Torques
Case
Forces
Forces .
Forces
Overturning
Overturning
X
Z
Moments, Mx
Moments, M
!b
lb
!b
!b-
lb ft !b- t
Leg Weight
6520.97
Bracing Weight
5860.19
H
Total Member Self -Weight
12381.75
4236.74
1326.75
z
RI ower
GPD GRO UP
510 SOUTHMAINST.
AKRON, OH 44311
Phone: 330-571-2100
FAX.- 330-571-2102
Joh Page
SX06534A SA 534 HWY 99 & WILSON 16 of 30
Project Date
2006094.42 15:22:58 07/17/06
Client Designed by
T -MOBILE USA I I jmcilroy
Load
Case
Vertical
Forces
lb
Sum of
Forces
X
lb
Sum of
Forces
Z
lb
Sum of
Overturning
Moments, M,
Ib-
Sum of
Overturning
Moments, M,
lb-
Sum of Torques
!b- t
Total Weight
17244.31
4236.74
( 1326.75
Wind 0 deg - No Ice
370.83
-14479.40
-1153900.90
-3'5756.56
-882.19
Wind 30 deg - No Ice
7177.82
-11861.94
-956505.74
-587015.66
2168.11
Wind 60 deg - No Ice
11905.07
-6817.39
-552192.20
-973224.95
4120.88
Wind 90 deg - No Ice
13916.80
-233.88
-19206.67
-1131040.11
5161.29
Wind 120 deg - No Ice
12801.43
6886.65
547681.28
-1028722.01
5400.65
Wind 150 deg - No Ice
6809.42
11730.16
951751.46
-549898.37
3544.88
Wind 180 deg - No Ice
-47.48
13383.49
1092082.65
6074.93
1063.66
Wind 210 deg - No Ice
-6898.20
11849.79
963713.94
561429.68
-1735.79
Wind 240 deg - No Ice
-12621.11
7210.74
580090.54
1013343.38
-4518.46
Wind 270 deg - No Ice
-13784.64
8.19
5000.02
1120476.82
-5607.65
Wind 300 deg - No Ice
-11701.08
-6644.79
-534931.85
955479.01
-5184.53
Wind 330 deg - No Ice
-6842.89
-11731.82
-943493.36
556176.25
-3530.84
Member Ice
3985.52
Total Weight Ice
27435.40
13799.78
2369.15
Wind 0 deg - Ice
289.86
-16670.66
-1291786.35
-26616.93
-1304.73
Wind 30 deg - Ice
7795.71
-13058.63
-1026330.51
-624327.99
2471.86
Wind 60 deg - Ice
12806.55
-7351.52
-576990.78
-1029056.06
4923.40
Wind 90 deg - Ice
15246.97
-182.99
4544.79
-1216227.38
6472.77
Wind 120 deg - Ice
14638.77
8058.32
638631.95
-1149101.47
7154.25
Wind 150 deg - Ice
7506.84
, 12955.46
1043572.61
-595215.22
4435.92
Wind 180 deg - Ice
-37.11
14507.01
1175872.51
6080.56
1309.51
Wind 210 deg - Ice
-7576.23
13048.97
1052923.05
606892.86
-2134.40
Wind 240 deg - Ice
-14497.82
8311.65
663964.57
1139745.00
-5849.52
Wind 270 deg -Ice
15143.66
6.22
14376.32
1210634.82
6821.66
Wind 300 deg -Ice
12647.10
7216.61
-563499.26
1017849.19
6232.91
Wind 330 deg - Ice
7533.91
-12956.92
-1016159.41
602886.64
4424.49
Total Weight
17244.31:
4236.74
1326.75
Wind 0 deg - Service
_
164.81
-6435.29
-514357.76
-15950.22
-392.08
Wind 30 deg - Service
y, $jt
3190.14
-5271.97
426626.58
-260954.26
963.60
Wind 60 deg - Service
5291.14
-3029.95
-246931.67
432602.84
1831.50
Wind 90 deg - Service
6185.25
-103.95
-10049.21
-502742.91
2293.91
Wind 120 deg - Service
5689.52
3060.73
241900.99
'457268.20
2400.29
Wind 150 deg - Service
3026.41
5213.40
421487.73
-244457.69
1575.50
Wind 180 deg - Service
a
-21.10
594822
483857.15
2641.56
472.74
Wind 210 deg - Service
-3065.87
5266.57
426804.39
249465.89
-771.46
Wind 240 deg - Service
-5609.38
3204.77
256305.10
450316.42
-2008.21
Wind 270 deg - Service
-6126.51
3.64
709.32
497931.28
-2492.29
Wind 300 deg - Service
y
-5200.48
-2953.24
-239260.40
424598.92
-2304.24
Wind 330 deg - Service
,, . ; .i,
-3041.29
-5214.14
-420843.301
247131.03
f -1569.26
ERI -Tower
GPD GROUP
520 SOUTH MAIN ST.
AKRON, OH 44311
Phone: 330-572-2100
FAX.- 330-572-2102
IoTi Page
SX06534A SA 534 HWY 99 & WILSON 17 of 30
Project Date
2006094.42 15:22:58 07/17/06
Client Designed by
T -MOBILE USA jmcilroy
Comb. Description
Na.
12 Dead+Wind 300 deg - No Ice
13 Dead+Wind 330 deg - No Ice
14 Dead+lce+Temp
15 Dead+Wind 0 deg+lce+Temp
16 Dead+Wind 30 deg+Ice+Temp
17 Dead+Wind 60 deg+Ice+Temp
18 Dead+Wind 90 deg+Ice+Temp
19 Dead+Wind 120 deg+Ice+Temp
20 Dead+Wind 150 deg+Ice+Temp
21 Dead+Wind 180 deg+Ice+Temp
22 Dead+Wind 210 deg+Ice+Temp
23 Dead+Wind 240 deg+Ice+Temp
24 Dead+Wind 270 deg+Ice+Temp
25 Dead+Wind 300 deg+Ice+Temp
26 Dead+Wind 330 deg+Ice+Temp.
27 Dead+Wind 0 deg - Service
28 Dead+Wind 30 deg - Service
29 Dead+Wind 60 deg - Service
30 Dead+Wind 90 deg - Service
31 Dead+Wind 120 deg - Service
32 Dead+Wind 150 deg - Service
33 Dead+Wind 180 deg - Service
34 Dead+Wind 210 deg - Service
35 Dead+Wind 240 deg - Service
36 Dead+Wind 270 deg - Service
37 Dead+Wind 300 deg - Service
38 Dead+Wind 330 deg - Service
Max1miurn Member Forces.
Section
Elevation
Component
Condition
Gov.
Force
Major Axis
Minor Axis
No.
ft
Type
Load
Moment
Moment
Comb.
lb
lb ft
lb -ft
Tl
130- 120
Leg
Max Tension
8
1420.27
0.14
-347.83
Max. Compression
23
-2847.28
214.69
113.34
Max. Mx
5
-138.50
631.45
-0.74
Max. My
2
602.22
0.65
-630.97
Max. Vy
5
-510.79
;350.72
2.37
Max. Vx
2
515.79
0.65
354.96
Diagonal
Max Tension
18
1017.84
0.00
0.00
Max. Compression
23
-1077.28
0.00
0.00
Max. Mx
25
-222.02
9.73
-0.20
Max. My
18
-120.06
9.19
-0.93
Max. Vy
25
10.70
9.73
-0.20
Max. Vx
19
-0.27
0.00
0.00
Top Girt
Max Tension
8
59.73
0.00
0.00.
Max. Compression
19
-106.37
0.00
0.00
Max. Mx
14
-26.10
-25.82
0.00
Max. Vy
14
-16.53
0.00
0.00
T2
120-100
Leg
Max Tension
8
16238.69
1.57
-1.59
Max. Compression
23
-22116.70
100.43
-50.08
Max. Mx
24
-2029.28
496.78
1.99
Max. My
15
1642.12
-9.09
-460.75
Max. Vy
18
-389.47
-232.33
-2.26
Max. Vx
15
377.19
5.87
224.58
Diagonal
Max Tension
18
2837.84
0.00
0.00
Max. Compression
24
-2862.14
0.00
0.00
Max. Mx
19
2150.03
21.57
-1.93
Max. My
18
-2641.74
4.20
-4.34
A Ak
'Tob
�t.�C�l'Vi�l"
SX06534A SA 534 HWY 99 &WILSON
Page
18 of 30
GPD GROUP
Project
Date
520SOUTFIMAlNST.
2006094.42
15:22:58 07/17/06
AKRON, OH 44311
Phone: 330-572-2100
FAX- 330-572-2101
Client
T -MOBILE USA
Designed by
jmcilroy
Section Elevation
Component
Condition
Gov.
Force.
Major Axis
Minor Axis
No. ft
Type
Load
Moment
Moment
Comb.
lb
lb -ft
lb -ft
Max. Vy
19
-13.71
21.57
-1.93
Max. Vx
18
1.09
4.20
-4.34
T3 100-80
Leg
Max Tension
4
41337.29
44.56
18.57
Max. Compression
23
-52140.31
137.69
-67.93
Max. Mx
18
-3311.15
-145.18
-8.34
Max. My
15
-50539.71
-0.36
151.88
r
Max. Vy
6
-223.47.
-79.52
-50.58 .
Max. Vx
2
176.19
-17.51
59.01
Diagonal
Max Tension
24
3773.06
0.00
0.00
Max. Compression
18
-3909.86
0.00
0.00
Max. Mx
19
2716.84
32.01
4.02
Max. My
24
-3537.91
-3.46
7.19
Max. Vy
19
-16.31
32.01
-4.02
Max. Vx
24
-1.80
-3.46
7.19
T4 80-60
Leg
Max Tensiop
4
56322.42
-75.61
-5.74
Max. Compression
23
-72074.96
86.36
6.88
Max. Mx
23
-58452.92
153.21
10.01
Max. My
20
4527.29
-5.91
-174.65
Max. Vy
15
96.95
151.87
0.36
Max. Vx
20
106.86
-5.91
-174.65
Diagonal
Max Tension
19
2313.21
0.00
0.00
Max. Compression
19
-2450.76
0.00
0.00
Max.. Mx
23
1677.87
27.29
3.78
Max. My
24
-2258.77
-3.62
7.50
Max. Vy
17
15.73.
25.62
-0.97
Max. Vx
24
-2.18
0.00
0.00
Top Girt
Max Tension
23
225.02
0.00
0.00
Max. Compression
4
-323.57
0.00
0.00
Max. Mx
14
4.89
-25.81
.
0.00
Max. My
19
-156.25
0.00
0.72
Max. Vy
14
-16.52
0.00
0.00
Max. Vx
19
0.46
0.00
0.00
T5 60-40
Leg
Max Tension
17
67756.16
-9.58
-6.07
Max. Compression
23
-87948.20
-2.81
7.84
Max. Mx
17
67619.49
-220.66
-6.92
Max. My
20
-6076.20
35.97
-121.74
Max. Vy
15
117.45
177.98
2.47
Max. Vx
19
90.00
-13.56
-116.86
Diagonal
Max Tension
18
2508.57
0.00
0.00
Max. Compression
19
-2496.51
0.00
0.00
Max. Mx
23
1438.58
32.17
2.20
Max. My
24
-2294.77
6.41
3.97
Max. Vy
17
18.53
31.60
-2:43
Max. Vx
24
-1.18
0.00
0.00
T6 40 - 20
Leg
Max Tension
17
77868.52
166.49
4.18
Max. Compression
23
-103422.75
-89.74
5.13
Max. Mx
15
-96660.12
369.86
1.32
Max. My
20
-8635.34
.-197.88
-229.40
Max. Vy
15
-179.00
369.86
1.32
Max. Vx
26
-109.66
-198.38
229.23
Diagonal
Max Tension
18
3078.49
0.00
0.00
Max. Compression
18
•-3043.71
0.00
0.00
Max. -Mx
23
1385.31
67.85
.
4.20
Max. My
25
-2602.54
43.94
5.44
Max. Vy
23
-29.42
67.85
4.20
Max. Vx
25
1.45
0.00
0.00
T7 20-0
Leg
Max Tension
17
86088.55
-77.48
-15.03
Max. Compression
23
-116301.22
-0.00
0.03
Max. Mx
17
82979.45
t
-348.47
-9.43
Max. My
26
-10622.76
129.11
_
580.83
Max. Vy
17
-129.51
-348.47
-9.43
An
r1
ER[Towex
Aor Now
SX06534A SA 534 HWY 99 & WILSON
Page
19 of 30
GPD GROUP
Project
Date
520 SOUTH MAIN ST
2006094.42
15:22:58 07/17/06
AKRON, OH 44311
Client
Designed by
Phone: 330-572-2100
T -MOBILE USA
mcilro y
1 1
FAX.- 330-572-2102
0.00
0.00
Section Elevation Component
No. ft Type
Condition
Gov.
Load
Comb.
Force
lb
Major Axis
Moment
lb -ft
Minor Axis
Moment
lb -ft
Torque
Max. Vx
26
241.46
129.11
580.83
Diagonal
Max Tension
18
3794.94
0.00
0.00
Leg C
Max. Compression
19
-3946.01
0.00
0.00
0.00
Max. Mx
18
422.01
121.02
-4.63
370.81
Max. My
24
-3874.34
40.75
22.50
17244.31
Max. Vy
18
40.05
121.02
4.63
Dead+Wind 60 deg - No Ice
Max. Vx
24
-3.76
0.00
0.00
Secondary `
Max Tension
17
119.25
0.00
0.00
Horizontal
Max. Vert
19
118609.65
-8581.41
-4583.36
549662.01.
Max. Compression
15
-159.38
0.00
0.00
11729.54
Max. Mx
14
-18.78
-148.58
0.00
-47.49
Max. My
19
50.50
0.00
4.12
17244.31
Max. Vy
14
44.20
0.00
0.00
Max. Vx
19
1.23
0.00
0.00
Location
Condition
Gov.
Vertical
Horizontal, X
Horizontal, Z
Torque
Combination
Load
lb
lb
lb
Moment, M
Comb.
lb
lb
lb
Leg C
Max. Vert
23
118990.13
8553.89
-4647.33
0.00
Max. H.
23
118990.13
8553.89
-4647.33
370.81
Max. H.
16
-78620.82
-7024.47
4490.25
17244.31
Min. Vert
17
-89102.77
-8088.89
4443.37
Dead+Wind 60 deg - No Ice
Min. H.
17
-89102.77
-8088.89
4443.37
4133.60
Min. H.
23
118990.13
8553.89
-4647.33
Leg B
Max. Vert
19
118609.65
-8581.41
-4583.36
549662.01.
Max. H.
25
-87733.31
8008.58
4334.79
11729.54
Max. Hz
26
-76651.57
6916.38
4337.89
-47.49
Min. Vert
25
-87733.31
8008.58
4334.79
17244.31
Min. Hx
19
118609.65
-8581.41
-4583.36.
Min. H.
19
118609.65
-8581.41
-4583.36
Leg A
Max. Vert
15
116714.79
-69.08
9680.70
Max. H.
23
-46148.73
684.62
-5355.52
Max. H.
15
116714.79
-69.08
9680.70
Min. Vert
21
-88786.03
53.97
-9091.10
Min. H.
18
9521.94
-702:14
-246.61
Min. H.
21.
-88786.03
53.97
-9091.10
TowerrMast Reaction Summary
Load
Vertical
Shear,
Shear,
Overturning
Overturning
Torque
Combination
Moment, Mx
Moment, M
lb
lb
lb
lb -ft
lb -ft
lb -ft
Dead Only
17244.31
-0.00
0.00
4236.76
1326.75
0.00
Dead+Wind 0 deg - No Ice
17244.31
370.81
-14478.78
-1158049.61
-35882.01
-889.55
Dead+Wind 30 deg - No Ice
17244.31
7177.36
-11861.45
-959960.08
-589141.06
2171.48
Dead+Wind 60 deg - No Ice
17244.31
11904.92
-6817.28
-554206.72
-976800,23
4133.60
Dead+Wind 90 deg - No Ice
17244.31
13916.14
-233.66
-19260.62
-1135132.64
5180.80
Dead+Wind 120 deg - No Ice
17244.31
12800.85
6886.39
549662.01.
-1032421.45
5421.70
Dead+Wind 150 deg - No Ice
17244.31
6809.20
11729.54
955197.49
-551882.96
3560.25
Dead+Wind.180 deg - No Ice
17244.31
-47.49
13383.31
1096088.78
6101.19
1070.58
Dead+Wind 210 deg - No Ice
17244.31
-6898.00
11849.15
967200.53
563462.70
-1738.99
Ah Ak
ERITower
SX06534A SA 534 HWY 99 & WILSON
Page
20 of 30
GPD GROUP
520SOUTHMARVST.
Project
2006094.42
Date
15:22:58 07/17/06
AKRON, OH 44311
Phone: 330-572-2100
FAX.- 330-572-2102
Client
T -MOBILE USA
Designed by
jmcilroy
Load
Vertical
Shear,
Shear,
Overturning
Overturning
Torque
Combination
Load
PX
Py
Moment, M,T
Moment, M
Py
PZ
lb
lb
lb
lb -ft
lb -ft
lb -ft
Dead+Wind 240 deg - No Ice
17244.31
-12620.53
7210.47
582185.68
1016991.15
4531.46
Dead+Wind 270 deg - No Ice
17244.31
-13783.98
8.39
5033.87
1124534.78
-5626.59
Dead+Wind 300 deg - No Ice
17244.31
-11700.93
-6644.68
-536882.06
958994.37
-5204.00
Dead+Wind 330 deg - No Ice
17244.31
-6842.47
-11731.32
-946899.75
558197.49
-3545.91
Dead+lce+Temp
27435.40
0.02
-0.12
13859.09
2380.15
0.02
Dead+Wind 0 deg+Ice+Temp
27435.40
289.85
-16670.36
-1298902.79
-26762.86
-1316.75
Dead+Wind 30 deg+Ice+Temp
27435.40
7795.39
-13058.47
-1032082.94
-627847.26
2496.44
Dead+Wind 60 deg+Ice+Temp
27435.40
12806.32
-7351.29
-580227.68
-1034875.84
4969.94
Dead+Wind 90 deg+Ice+Temp
27435.40
15246.65
-182.60
4549.96
-1223070.64
6530.43
Dead+Wind 120 deg+Ice+Temp
27435.40
14638.37
8058.40
642200.16
-1155489.27
7217.10
Dead+Wind 150 deg+Ice+Tcmp
27435.40
7506.83
12955.11
1049451.63
-598552.23
4480.86
Dead+Wind 180 deg+Ice+Temp
27435.40
-37.14
14506.69
1182518.03
6121.26
1321.23
Dead+Wind 210 deg+Ice+Temp
27435.40
-7576.27
13048.58
1058851.97
610307.34
-2158.74
Dead+Wind 240 deg+lce+Temp
27435.40
-14497.42
8311.71
667672.94
1146087.61
-5898.42
Dead+Wind 270 deg+Ice+Temp
27435.40
-15143.34
6.62
14478.39
1217454.72
-6878.53
Dead+Wind 300 deg+Ice+Temp
27435.40
-12646.88
-7216.37
-566658.43
1023615.69
-6290.66
Dead+Wind 330 deg+lce+Temp
27435.40
-7533.63
-12956.74
-1021853.04
606296.31
-4469.18
Dead+Wind 0 deg - Service
17244.31
164.81
-6435.00
-512329.26
-15207.67
-395.33
Dead+Wind 30 deg - Service
17244.31
3189.98
-5271.73
-424289.29
-261102.25
964.25
Dead+Wind 60 deg - Service
17244.32
5291.01
-3029.88
-243954.66
-433396.20
1837.57
Dead+Wind 90 deg - Service
17244.31
6184.95
-103.93
-6199.88
-503767.41
2303.67
Dead+Wind 120 deg - Service
17244.31
5689.27
3060.59
246657.17
458118.38
2409.97
Dead+Wind 150 deg - Service
17244.31
3026.28
5213.15
426898.87
-244543.70
1581.67
Dead+Wind 180 deg - Service
17244.31
-21.10
5947.92
489512.54
3451.90
475.89
Dead+Wind 210 deg - Service
17244.31
-3065.73
5266.31
432233.94
251171.25
-771.67
Dead+Wind 240 deg - Service
17244.31
-5609.13
3204.63
261112.96
452741.74
-2014.36
Dead+Wind 270 deg - Service
17244.31
-6126.21
3.65
4597.32
500538.68
-2502.22
Dead+Wind 300 deg - Service
17244.31
-5200.22
-2953.10
-236251.93
426957.31
-2313.45
Dead+Wind 330 deg - Service
17244.31
-3041.13
-5213.90
-418484.97
248829.67.
-1575.38
Solution:Surnma
Sum of Applied Forces
Sum of Reactions
Load
PX
Py
PZ
PX
Py
PZ
% Error
Comb.
lb
lb
lb
lb
lb
lb
1
0.00
-17244.31
0.00
0.00
17244.31
-0.00
0.000%
2
370.83
-17244.31
-14479.40
-370.81
17244.31
14478.78
0.003%
3
7177.82
-17244.31
-11861.94
-7177.36
17244.31
11861.45
0.003%
4
11905.07
-17244.31
-6817.39
-11904.92
17244.31
6817.28
0.001%
5
13916.80
-17244.31
-233.88
-13916.14
17244.31
233.66
0.003%
6
12801.43
-17244.31
6886.65
-12800.85
17244.31
-6886.39
0.003%
7
6809.42
-17244.31
11730.16
-6809.20
17244.31
-11729.54
0.003%
8
-47.48
-17244.31
13383.49
47.49
17244.31
-13383.31
0.001%
9
-6898.20
-17244.31
11849.79
6898.00
17244.31
-11849.15
0.003%
10
-12621.11
-17244.31
7210.74
12620.53
17244.31
-7210.47
0.003%
11
-13784.64
-17244.31
8.19
13783.98
17244.31
-8.39
0.003%
12
-11701.08
-17244.31
-6644.79
11700.93
17244.31
6644.68
0.001%
13
-6842.89
-17244.31
-11731.82
6842.47
17244.31
11731.32
0.003%
14
0.00
-27435.40
0.00
-0.02
27435.40
0.12
0.000%
15
289.86
-27435.40
-16670.66
-289.85
27435.40
16670.36
0.001%
16
7795.71
-27435.40
-13058.63
-7795.39
27435.40
13058.47
0.001%
17
12806.55
-27435.40
-7351.52
-12806.32
27435.40
7351.29
0.001%
18
15246.97
-27435.40
-182.99
-15246.65
27435.40
182.60
0.002%
19
14638.77
-27435.40
8058.32.
-14638.37
27435.40
-8058.40
0.001%
20
7506.84
-27435.40
12955.46
-7506.83
27435.40
-12955.11
0.001%
21
-37.11
-27435.40
14507.01
37.14
27435.40
-14506.69
0.001%
22
-7576.23
-27435.40
13048.97
7576.27
27435.40
-13048.58
0.001%
23
-14497.82
-27435.40
8311.65
14497.42
27435.40
-8311.71
0.001%
. TO.W'''1"
SX06534A SA 534 HWY 99 & WILSON
Page
21 of 30 .
GPD GROUP
520 SOUTH MAINST
Project
2006094.42
Date
.15:22:58 07/17/06
AKRON, OH 44311
Phone: 330-572-2100
FAX, 330-572-2102
Client
T -MOBILE USA
Designed by
jmcilfoy
Sum
of Applied Forces
Force
Sum of Reactions
Converged?
Number
Load
PX
Py
PZ
PX
Py
PZ
% Error
Comb.
lb
lb
lb
lb
lb
lb
0.00013252
24
-15143.66
-27435.40
6.22
15143.34
27435.40
-6.62
0.002%
25
-12647.10
-27435.40
-7216.61
12646.88
27435.40
7216.37
0.001%
26
-7533.91
-27435.40
-12956.92
7533.63
27435.40
12956.74
0.001%
27
164.81
-17244.31
-6435.29
-164.81
17244.31
6435.00
0.002%
28
3190.14
-17244.31
-5271.97
-3189.98
17244.31
5271.73
0.002%
29
5291.14
-17244.31
-3029.95
-5291.01
17244.32
3029.88
0.001%
30
6185.25
-17244.31
-103.95
-6184.95
17244.31
103.93
0.002%
31
5689.52
-17244.31
3060.73
-5689.27
17244.31
-3060.59
0.002%
32
3026.41
-17244.31
5213.40
-3026.28
17244.31
-5213.15
0.002%
33
-21.10
-17244.31
5948.22
21.10
17244.31
-5947.92
0.002%
34
-3065.87
-17244.31
5266.57
3065.73
17244.31
-5266.31
0.002%
35
-5609.38
-17244.31
.3204.77
5609.13
17244.31
-3204.63
0.002%
36
-6126.51
-17244.31
3.64
6126.21
17244.31
-3.65
0.0020/.'
37
-5200.48
-17244.31
-2953.24
5200.22
17244.31
2953.10
0.002%
38
-3041.29
-17244.31
-5214.14
3041.13
17244.31
5213.90
0.002%
Force
Load
Converged?
Number
Displacement
Combination
of Cycles
Tolerance
Tolerance
1
Yes
6
0.00000001
0.00000001
2
Yes
9
0.00000001
0.00013252
3
Yes
9
0.00000001
0.00014414
4
Yes
10
0.00000001
0.00004812
5
Yes
9
0.00000001
0.00014419
6
Yes
9
0.00000001
0.00013261
7
Yes
9
0.00000001
0.00014346
8
Yes
10
0.00000001
0.00004806
9
Yes
9
0.00000001
0.00014338
10
Yes
9
0.00000001
0.00013255
11
Yes
9
0:00000001
0.00014369
12
Yes
10
0.00000001
0.00004810
13
Yes
9
0.00000001
0.00014371
14
Yes
7
0.00000001
0.00011599
15
Yes
10
0.00000001
0.00007023
16
Yes
10
0.00000001
0.00007467
17
Yes
10
0.00000001
0.00007775
18
Yes
10
0.00000001
0.00007489
19
Yes
10
0.00000001
0.00007058
20
Yes
10
0.00000001
0.00007459
21
Yes
10
0.00000001
0.00007773
22
Yes
10
0.00000001
0.00007460
23
Yes
10
0.00000001
0.00007056
24
Yes
10
0.00000001
0.00007481
25
Yes
10
0.00000001
0.00007777
26
Yes
10
0.00000001
0.00007457
27
Yes
9
0.00000001
0.00013627
28
Yes
.9
0.00000001
0.00014127
29
Yes
10
0.00000001
0.00005422
30
Yes
9
0.00000001
0.00014127
31
Yes
9
0.00000001
0.00013645
32
Yes
9
0.00000001
0.00014112
33
Yes
9
0.00000001
0.00014545
34
Yes
9
0.00000001
0.00014109
35
Yes
9
0.00000001
0.00013650
36
Yes
9
0.00000001
0.00014113
JOD
. Towver SX06534A SA 534 HWY 99 & WILSON
GPD GROUP Project
520SOUTHMAINST 2006094.42
AKRON, OH 44311 Client
Phone: 330-572-1100 T -MOBILE USA
FAX.' 330-572-2102
37 Yes 9 0.00000001 0.00014548
38 Yes 9 0.00000001 0.00014113
Maximum Tower. in
;Deflections Serurce Wd
Section
Elevation -
Hon.
Gov.
Tilt
Twist
No.
Load
Deflection
Load
ft
Comb.
ft
in
Comb.
o°
in
TI
130-120
3.604
35
0.2275
0.0216
72
120-100
3.126
35
0.2266
0.0208
T3
100-80
2.186
35
0.2096
0.0189
T4
80-60
1.361
35
0.1668
0.0143
T5
60-40
0.748
35
0.1191
0.0094
T6
.40-20
0.330
35
0.0729
0.0052
T7
20-0
0.086
35
0.0359
0.0020
Page
22 of 30
Date -
15:22:58 07/17/06
Designed by
. jmcilroy
Critical Defie.ctions and Radius of Curvature ..Service Wind
Elevation
Appurtenance
Gov.
Deflection
Tilt r
Twist
Radius of
Load
Deflection
Load
ft
Comb.
Curvature
ft
Comb.
Comb.
in
oft
130-120
8.926
140.00
20' Omni
35
3.604
0.2275
0.0216
Inf
123.00
Pirod T -Frame Sector Mount (3)
35
3.269
0.2272
0.0211
804282
113.00
Pirod T -Frame Sector Mount (3)
35
2.791
0.2236
0.0203
136181
110.00
HP2-23
35
2.649
0.2214
0.0201
89400
100.00
4 FT DISH
35
2.186
0.2096
0.0189.
41641 -
Maximum Tow ir`-Deflections Des gn Wind
Section
Elevation
Harz.
Gov.
Tilt
Twist
No.
Load
Deflection
Load
ft
Comb.
f
in
Comb.
o°
23
T1
130-120
8.926
23
0.5575
0.0585
.T2
120-100
7.756
23
0.5554,
0.0510
T3
100-80
5.450
23
0.5156
0.0515
T4
80-60
3.415
23
0.4137
0.0396
T5
60-40
1.887
23
0.2978
0.0264
T6
40-20
0.836
23
0.1833
0.0147
T7
20-0
0.220
23
0.0908
0.0058
Critical Deflections and_Radius of Cu.ruature -Design Wrnd
Elevation
Appurtenance
Gov..
Deflection Tilt Twist
Radius of
Load
Curvature
ft
Comb.
in o o
ft -
1.40.00
20' Omni
23
8.926 0.5575 0.0585
431078
123.00
Pirod T -Frame Sector Mount (3)
23
8.107 0.5567 0.0575
325968
Jo
ERITower SX06534A SA 534 HWY 99 & WILSON
GPD GROUP Project 2006094.42
520SOUTHMAINST
AKRON, OH 44311 Client
Phone: 330-572-2100 T -MOBILE USA
FAX.- 330-572-2102
Page
23 of 30
Date
15:22:58 07/17/06
Designed by
jmcilroy
Elevation
Appurtenance
Gov.
Deflection
Tilt
Twist
Radius of
.. ........
.. . ... .. ..
.... ............ ..
..... ......... ........
. . ... . ...... . .......
Load
Bolt -H! i
.................
.......................
sign
....... .... I
.. .. .
.... ......... ... ....
.. ....
........ ............. -
........
.. . .. ....... ..
. ..... ....
Curvature
ft
Comb.
in
o
o
. ft
113.00
Pirod T -Frame Sector Mount (3)
23
6.936
0.5485
0.0556
59503
110.00
HF2-23
23
6.587
0.5434
0.0549
38777
100.00
4 IT DISH
23
5.450
0.5156
0.0515
17886
. . ........ .
...... .... .. . . .....
N
Compression Checks .:
... .... . .... .. .
...... . .... .
..... . ..... ....
. ...........
Leg Des_rg,n
i
............. . Atd
! C
omp
.. ........
.. . ... .. ..
.... ............ ..
..... ......... ........
. . ... . ...... . .......
Bolt -H! i
.................
.......................
sign
....... .... I
.. .. .
.... ......... ... ....
.. ....
........ ............. -
........
.. . .. ....... ..
. ..... ....
................ ..
............ .. ..............
. ... ... .... .. ... ....... .. .... .....
. .. .. ..... ........ .. .......
Ratio
Section
Elevation
Size
L
L.
Criteria
Section
Elevation
Component
Boll
Bolt Size
Number
Maximum
Allowable
Ratio
Allowable
NO.
Type
Grade
P
Of
Load per
Load
Load
Ratio
ksi
ft
lb
lb
in
Bolts
Bolt
lb
Allowable
5.00
120.0
10.370
3.1416
-2432.72
32579.10
0.075
lb
K=1.00
TI
130
Diagonal
A325N
0.6250
1
1077.28
6442.72
0.167
1.333
Bolt Shear
T2
120
Leg
A325N
1.0000
4
886.56
34557.50
0.026
1.333
Bolt Tension.
Diagonal
A325N
0.6250
1
2862.14
6442.72
0.444
1.333
Bolt Shear
T3
100
Leg
A325N
1.0000
4
5485.99
34557.30
0.159
1.333
Bolt Tension
Diagonal
A325N
0.6250
1
3909.86
6442.72
0.607
1.333
Bolt Shear
T4
80
Leg
A325N
1.0000
4
11645.60
34557.50
0.337
1.333
Bolt Tension
Diagonal
A325N
0.6250
1
2450.76
6442.72
0.380
1.333.
Bolt Shear
T5
60
Leg
A325N
1.0000
4
14848.90
34557.50
0.430
1.333
Bolt Tension
Diagonal
A325N
0.6250
1
2508.57
6442.72
0.389
1.333
Bolt Shear
T6
40
Leg
A325N
1.0000
4
17711.00
34557.40
0.513.
1.333Bolt
Tension
Diagonal
A325N
0.6250
1
3.078.49
6442.72
0.478
1.333
Bolt Shear
T7
20
Leg
A325N
1.1250
6
13829.90
43736.80
0.316
1.333
Bolt Tension
Diagonal
A325N
0.7500
1
3946.01
9277.52
0.425
1.333
Bolt Shear
. . ........ .
...... .... .. . . .....
N
Compression Checks .:
... .... . .... .. .
...... . .... .
..... . ..... ....
. ...........
Leg Des_rg,n
i
............. . Atd
! C
omp
.. ........
.. . ... .. ..
.... ............ ..
..... ......... ........
Ratio
Section
Elevation
Size
L
L.
K11r
F.
A
Actual
Allow.
No.
P
P.
P
ft
ft
ft
ksi
in'
lb
lb
P.
TI
130-120
2
10.00
5.00
120.0
10.370
3.1416
-2432.72
32579.10
0.075
K=1.00
T2
120-100
2
20.00
5.00
120.0
10.370
3.1416
-22116.70
32579.10
.0.679
K=1.00
T3
100-80
2 1/4
20.00
5.00
106.7
13.124
3.9761
-52140.30
52183.40
0.999
K=1.00
T4
80-60
2 1/2
20.03
5.01
96.1
15.585
4.9087
-7192i.50
76503.50
0.940
K=1.00
T5
60-40
2 1/2
20.03
5.01
96.1
15.585
4.9087
-87794.80
76503.50
1.148
I
K=1.00
T6
40-20
23/4
20.03
5.01
87.4
17.490.
5.9396
-103336.00
103886.00
0.995.
Ah
Ak
Tower
Jo
Page
.
SX06534A SA 534 HWY 99 & WILSON
24 of 30
GPD GROUP
Project
Date
520SOUTHMAINST.
2006094.42
15:22:58 07/17/06
AKRON, OH 44311
Client
Designed by
Phone: 330-572-2100
T -MOBILE USA
fbz
FAX.- 330-572-2102
fby
jmcilroy
Section Elevation Size L L„ Kl/r Fa A Actual Allow. Ratio
No. P pa P
ft ft ft ksi inz lb lb p
K=1.00
T7 20-0 23/4 20.03 5.20 90.8 16.772 5.9396 -113755.00 99619.00 1.142
K=1.00
111-1 (1.33 CR) - 159
11!*1Leg. Bending.. Design Data Compression)....
Section
-Elevation
Size
Actual
Actual
Allow.
Ratio
Actual
Actual
Allow.
Ratio
No.
0.075
0.245
Mr
fbs
F&
fbz
MY
fby
Fby
fby
0.046
ft
0.756
lb ft
ksi
ksi
Fbr
lb ft
ksi
ksi
Fb
TI
130-120
2
600.24
-9.171
37.500
0.245
0.00
0.000
37.500
0.000
T2
120-100
2
112.22
-1.714
37.500
0.046
0.00
0.000
37.500
0.000
T3
100-80
2 1/4
153.54
-1.639
37.500
0.044
0.00
0.000
37.500
0.000
T4
80-60
2 1/2
105.23
-0.823
37.500
0.022
0.00
0.000
37.500
0.000
T5
60-40
2 1/2
176.02
-1.377
37.500
0.037
0.00
0.000
37.500
0.000
T6
40-20
23/4
368.45
-2.166
37.500
0.058
0.00,
0.000
37.500
0.000
17
20-0
23/4
253.46
-1.488
37.500
0.040'
0.00
0.000
37.500
0.000
L Interaction:::Desi n Data Corn ression
eg .. : g. (... p.. -
Section
No.
Elevation
ft
Size
Ratio
P
Po
Ratio
fby
F&
Ratio
fby
Fbp
Comb.
Stress
Ratio
Allow.
Stress
Ratio
Criteria
Tl
130-120
2
0.075
0.245
0.000
0.319
1.333
111-3 1>�
72
120-100
2
0.679
0.046
0.000
0.756
1.333
111-1 y
T3
100-80
21/4
0.999
0.044
0.000
1.130
1.333
111-1
T4
80-60
21/2
0.940
0.022
0.000
1.004
1.333
H1.-1
T5
60-40
2 1/2
1.148
0.037
0.000
1.311 Y
1.333
HI
T6
40-20
23/4
0.995
0.058
0.000
1.082
1.333
-1
H1-1
T7
20-0
23/4
1.142
0.040
0.000
1.333 X
1.333
Hl -1 x
.......... _ .::
..:..._.................Dgal:=Design
Data Compression)
Ratio
Section
Elevation
Size
L
L.
K11r
F.
A
Actual
Allow.
No.
P
Pa
p
ft
ft
ft
ksi
in'
lb
lb
pa
Tl
130-120
1 ?x2xl/4
8.00
3.90
119.5
10.347
0.9380
-1070.60
9705.78
0.110
K=1.00
T2
120-106
L2x2x1/4
8.00
3.90
119.5
10.347
0.9380
-2855.46
9705.78
0.294
K=1.00
T3
100-80
L2x2xl/4
8.00
3.88
119.1
10.406
0.9380
-3890.54
9760.59
0.399
K=1.00
T4
80-60
L2x2x1/4
8.97
4.51
138.4
7.798
0.9380
-2356.43
7314.17
0.322
K=1.00
T5
60-40
L2x2xl/4
10.63
5.33
163.7
5.576
0.9380
-2489.69
5230.13
0.476
�A.c�rrrJresston)
-
I�Ui1�i'
Section Elevation Size L
Job
Ratio
-
Allow.
N°.
Pagc
Pagr���
Elevation
Size
Ratio
Ratio
Ratio
SX06534A SA 534 HWY 99 & WILSON
Allow.
No.
25 of 3C.
24 of
p
fb,
GPD GROUP
Stress
Project
KUR> 250 (C) - 166
4
ft
Po
Date
Fb,
�-
Ratio
520SOUTHMAINST.
130-120
L2x2xl/4
0.110
0.006
2006094.42
.0.129 Vr
1.333
15:22:58 07/'
Date
120-100
L.2x2xl/4
0.294
0.006
0.024
0.317 i✓
1.333
H1-3
T3
100-80
L2x2x1/4
0.399
0.009
0.036
0.433 Il✓
AKRON, OH 44311
H1-1 IV�
�/
Client
80-60
L2x2xl/4
0.322
0.010
0.040
0.360
1.333
15:22:58
T5
60-40
Phone: 330-572-2100
0.476
0.010
0.038
T
-MOBILE USA
Hl -1
V
T6
Designed by
L21/2x21/2xl/4
0.389
0.019
FAX.- 330-572-2102
0.457
1.333
HI -1
V
77
20-0
L3x3xl/4
0.501
0.014
jmcilroy
Designed by
1.333
HI -1
Fll-1
jmcilrc
Section
Elevation
Size
L
L
Kl/r F.
A
Actual
Allow.
Ratio
No.
P
pa
p
f
ft
ft
ksi
inZ
Ib
!b
Ratic
Pa
P p
K=1.00
lb P
T6
40-20
L21/2x21/2x1/4
12.36
6.19
151.2 6.535
1.1900 -3027.68
7776.82
0.389
K=1.00
9.00 1.142
T7
20-0
L3x3xl/4
16.01
8.17
165.6 5.444
1.4400 -3925.58
7839.58
0.501
K=1.00
_
.: Diagonal
.411711
Design Data
Section
Elevation
Size
Actual
Actual
Allow. Ratio
Actual Actual
Allow.
Ratio
to
No.
M.
A,
Fb, f&
My fby
Fb y
fby
ft
Ib ft
ksi
ksi -TT
lb ft ksi
ksi
Fb,
T1
130-120
L2x2x1/4
4.98
-0.143
23.760 0.006
5.48 -0.306
23.760
0.013
T2
120-100
L2x2xl/4
4.91
-0.151
23.760 0.006
-6.65 =0.579
23.760
0.024
1
T3
100-80
L.2x2xl/4
-6.33
-0.204
23.760 0.009
-10.19 -0.865
23.760
0.036
T4
80-60
L2x2xl/4
-7.36
-0.234
23.760 0.010
-11.21 -0.960
23.760
0.040
T5
60-40
L.2x2xl/4
-7.61
-0.236
23.760 0.010
-10.56 -0.908
23.760
0.038
T6
40-20 L2 1/2x2 1/2x1/4
23.61
-0.450
23.760 0.019
31.18 -1.665
23.760
0.070
T7
20-0
L3x3xl/4
-21.04
-0.299
21.600 0.014
-36.95 -1.364
21.600
0.063
�A.c�rrrJresston)
-
- lu;iagvnai inter..action uesrgn u'ata
Section Elevation Size L
Section
Ratio
L. Kl/r F. A Actual
Allow.
N°.
Criteria
Elevation
Size
Ratio
Ratio
Ratio
Comb.
Allow.
No.
T7 20-0 L2 1/2x2 1/2xl/4 13.45
13.22 323.0 1.431 1.1900 -159.38
p
fb,
fby
Stress
Stress
KUR> 250 (C) - 166
4
ft
Po
Fb.
Fb,
Ratio
Ratio
T1
130-120
L2x2xl/4
0.110
0.006
0.013
.0.129 Vr
1.333
V
_
72
120-100
L.2x2xl/4
0.294
0.006
0.024
0.317 i✓
1.333
H1-3
T3
100-80
L2x2x1/4
0.399
0.009
0.036
0.433 Il✓
1.333
H1-1 IV�
�/
T4
80-60
L2x2xl/4
0.322
0.010
0.040
0.360
1.333
HI -1
V
T5
60-40
L2x2xl/4
0.476
0.010
0.038
-ice
0.514 y
1.333
Hl -1
V
T6
40-20
L21/2x21/2xl/4
0.389
0.019
0.070
0.457
1.333
HI -1
V
77
20-0
L3x3xl/4
0.501
0.014
0.063
0.562 1�
1.333
HI -1
Fll-1
�A.c�rrrJresston)
Section Elevation Size L
Ratio
L. Kl/r F. A Actual
Allow.
N°.
io
ft
P
P.
P
f
f ksi in' Ib
lb
pa
T7 20-0 L2 1/2x2 1/2xl/4 13.45
13.22 323.0 1.431 1.1900 -159.38
1703.35
0.094
0
K=1.00
KUR> 250 (C) - 166
4
F- -1
r-1
ERITA"wer
Size Actual
Page
Allow.
SX06534A SA 534 HWY 99 & WILSON
26 of 30
GPD GROUP
Project
Date
520SOU7HMArNST
2006094.42
15:22:58 07/17/06.
AKRON, OH 44311
Client
Designed by
Phone: 330-572-2100
T -MOBILE USA
fby
FAX.- 330-572-2102
lb -ft
jmcilroy
Seconda Horizontaa Bending De ign Data
Section Elevation
Size Actual
Actual
Allow.
Ratio
Actual
Actual
Allow.
Ratio
No.
M�
fb,
F&
fby
- My
fby
Fbr
fby
ft
lb -ft
ksi
ksi
F,
lb ft
ksi
ksi
Fb,
T7 20-0
L2 1/2x2 (/2x1/4 -107.98
-1.944
23.760
0.082
-102.15
-3.569
23.760
0.150
Secondary Horzontaa Interaction Design Da#a._....
Section . Elevation Size Ratio
Ratio
Ratio
Comb.
Allow. Criteria
No. P
A.
fby
Stress
Stress
ft Pa
Fbx
Fby
Ratio
Ratio
T7 20-0 L2 1/2x2 1/2x1/4 0.094
0.082 ,
0.150
0.326 '✓
1.333 H161/
-3
.Top Girt Design Data. Com .r1.
essi.on
p
Section Elevation
Size L
L.
Kl/r
F.
A
Actual .
Allow.
Ratio
No.
ft Pa
Pb.
Fb,
Ratio
Section
P
P.
P
ft
ft
ft
ksi
in'
lb
lb
Po
Tl 130-120
L2x2xl/4 _ 6.25
6.08
186.7
4.284
0.9380
-26.10
4018.48
0.006
LZx2x1/4
-18.26 -0.526 23.760 0.022 -18.26
-1.007
K=1.00
0.042
T4
80-60
L2x2xl/4
-18.76 -0.540 23.760 0.023 -17.75
T4 80-60
L2x2x1/4 6.25
6.06
186.1
4.314
0.9380
-291.87
4046.15
0.072
K=1.00
DL controls
Top Gart Interaction Design Data
Section Elevation Size Ratio
Ratio
Ratio
Top Girt ,Bending Design DataNY
Allow. Criteria -
No. - P
f&
fby
Stress
Stress
ft Pa
Pb.
Fb,
Ratio
Section
Elevation
Size
Actual Actual Allow. Ratio Actual.
Actual
Allow.
No.
M fby Fb� fbr My
fby
Fb,
fbr
ft
lb -ft ksi ksi Fbr . lb ft
ksi
ksi
F&
Tl
130-120
LZx2x1/4
-18.26 -0.526 23.760 0.022 -18.26
-1.007
23.760
0.042
T4
80-60
L2x2xl/4
-18.76 -0.540 23.760 0.023 -17.75
-0.979
23.760
0.041
Top Gart Interaction Design Data
Section Elevation Size Ratio
Ratio
Ratio
Comb.
Allow. Criteria -
No. - P
f&
fby
Stress
Stress
ft Pa
Pb.
Fb,
Ratio
Ratio
Tl 130-120 L2x2xl/4 0.006
0.022
0.042
0.071' V
1.000 H1-3 4�
T4. 80-60 L2x2x1/4 0.072 . 0.023 0.041 0.136 V 1.333 H1-3 V
DL controls
Page
RM,we J
SX06534A SA 534 HWY 99 &WILSON 27 of 30
GPD GROUP Project Date
520SOUTHMAINST 2006094.42 15:22:58 07/17/06
AKRON, OH 44311 Client Designed by
Phone: 330-572-2100 T -MOBILE USA
FAX.- 330-572-2102 jmcilroy
Tension Checks
.... . .._ ._. .:.. i
� 1111 Diagonal' Design Data TensionMH
i,....
A
.. .
Leg Bendi.n:.g Design Data;:.:
Leg Des gn Data (Tension)
-------------------------
Section
Elevation
Size
Actual
Actual
Allow. Ratio
Actual
Actual
Allow. Ratio
No.
M�
fbr
Fbi fb,
Mr
A,
Fbr fbr
Ratio
Section
Elevation
Size
L
L„
KI/r
F.
A
Actual
Allow.
No.
626.39
9.570
37.500 0.255
0.00
0.000
37.500 0.000
T2
P
P.
P
6:777
ft
0.00
ft
ft
T3
ksi
in'
lb
lb
Pa
T1
130-120
2
10.00-
5.00
120.0
30.000
3.1416
1177.93
94247.80
0.012
T2
120-100
2
20.00
5.00
120.0
30.000
3.1416
6481.80
94247.80
0.069
T3
100-80
2 1/4
20.00
5.00
106.7
30.000
3.9761
41005.06
119282.00
0.344
T4
80-60
2 1/2
( 20.03
5.01
96.1
30.000
4.9087
56082.10
147262.00
0.381
T5
60-40
2 1/2
20.03
5.01
96.1
30.000
4.9087
67619.50
147262.00
0.459
T6
40-20
23/4
20.03
5.01
87.4
30.000
5.9396
77790.70
178187.00
0.437
T7
20-0
23/4
20.03
5.20
90.8
30.000
5.9396
82979.50
178187.00
0.466
� 1111 Diagonal' Design Data TensionMH
i,....
A
.. .
Leg Bendi.n:.g Design Data;:.:
Tension
-------------------------
Section
Elevation
Size
Actual
Actual
Allow. Ratio
Actual
Actual
Allow. Ratio
No.
M�
fbr
Fbi fb,
Mr
A,
Fbr fbr
ft
16 -ft
ksi
ksi Fb7
lb -ft
ksi
ksi Fb,
Tl
130-1.20
2
626.39
9.570
37.500 0.255
0.00
0.000
37.500 0.000
T2
120-100
2
443.56
6:777
37.500 0.181
0.00
0.000
37.500 0.000
T3
100-80
2 1/4
125.40
1.346
37.500 0.036
0.00
0.000
37.500 0.000
T4
80-60
2 1/2 . =
134.14
1.049.
37.500 0.028
0.00
0.000'
37.500 0.000
T5
60-40
2 1/2
220.77
1.727
37.500 0.046
0.00
0.000
37.500 0.000
T6
40-20
23/4
348.59
2.049
37.500 0.055
0.00
0.000
37.500 0.000
77
20-0
23/4
348.59
2.049
37.500 0.055 • 0.00
0.000
37.500 0.000
i -p
:. _...
_ ..:. :_
:....._. _-Leg_.inte,raction Design
Data
(Tension;)
., .
Section
Elevation
Size
Ratio
Ratio
Ratio
Comb.
Allow.
Criteria
No.
P
f&
fby
Stress
Stress
f
Po
Fbr
Fb,,
Ratio
Ratio
Tl
130- 120
2
0.012
0.255
0.000
0.268 '
1.333
H2-1
72
120-100
2
0.069
0.181
0.000
0.249
1.333
H2_1
73
100-80
2 1/4
0.344
0.036
0.000
0.380
1.333
H2-1
T4
80-60
2 1/2
0.381
0.028
0.000
0.409
1.333
H2 -1-
12 1T5
T5
60-40.
2 1/2
0.459
0.046
0.000
0.505
1.333
H2-1
T6
40-20
2 3/4
..0.437
0.055
0.000
0.491
1.333
H2-1
T7
20-0
23/4
0.466
0.055
0.000
0.520 �+�
1.333
1.12 1 Y
� 1111 Diagonal' Design Data TensionMH
i,....
A
ERITrawer V - SX06534A SA 534 HWY 99 & WILSON
GPD GROUP Project
520 SOUTHMAINST 2006094.42
AKRON, OH 44311 Client
Phone: 330-572-2100 T -MOBILE USA
FAX.- 330-572-2102
Page
28 of 30 -
Date
15:22:58 07/17/06
Designed by
jmcilroy
Section
Elevation
Size
L
L.
K11r
Fa
A
Actual
Allow.
Ratio
No.
0.061
0.007
M�
fbr
Fb.
fb.
Mr
P
P.
P
0.013
f
0.217
ft
ft
ksi
ksi
in'
lb
lb
pa
T1
130-120
L2x2x1/4.
8.00.
3.90
76.8
29.000
0.5629
1001.86
16323.40
0.061
T2
120-100
L2x2xl/4
8.00
3.90
76.8
29.000
0.5629
2831.31
16323.40
0.173
T3
100-80
1.2x2x1/4
8.00
3.88 _
76.5
29.000
0.5629
3759.93
16323.40
0.230
T4
80-60
L2x2x1/4
8.58
4.31
85.0
29.000
0.5629
2306.88
16323.40
0.141
T5
60-40
L2x2xl/4
11.05
5.54
109.2
29.000
0.5629
2448.34
16323.40
0.150
T6
40-20
L2 1/2x2 1/2x1/4
12.36
6.19
96.5
29.000
0.7519
2033.93
21804.40
0.093
T7
20-0
L3x3xl/4
16.77
8.54
110.2
29.000
0.9159
3617.27
26562.20
0.136
Diagonal.Bending.bes
Section
Elevation
Size
Actual
Actual
Allow.
Ratio
Actual
Actual
Allow.
Ratio
No.
0.061
0.007
M�
fbr
Fb.
fb.
Mr
fby
Fbr
fbr
0.013
I t
0.217
Ib ft
ksi
ksi
Fbr
lb -ft
ksi
ksi
F,
TI
130- 120
L2x2xl/4
6.13
0.177
23.760
0.007
6.94
0.383
23.760
0.016
72
120-100
L2x2xl/4
10.71
0.308
23.760
0.013
13.18
0.727
23.760
0.031
T3
100-80
L2x2xl/4
15.86
0.455
23.760
0.019
19.53
1.077
23.760
0.045
T4
80-60
L2x2x1/4
17.80
0.512
23.760
0.022
20.48
1.129
23.760
0.048
T5
60-40
L2x2xl/4
15.43
0.444
23.760
0.019
17.54
0.968
23.760
0.041
T6
40-20
L2 1/2x2 1/2x1/4
46.14
0.831
23.760
0.035
49.60
1.733
23.760
0.073
77
20-0
L3x3x1/4
42.44
0.524
.23.760
0.022
60.19
1.469
23.760
0.062
is 51Diagonal 4116.611. Data
Section
No.
Elevation
ft
Size
Ratio
P
Pa
Ratio
A.
F&
Ratio
Al
Fb,
Comb.
Stress
Ratio
Allow.
Stress
Ratio
Criteria
Tl
130-120
L2x2x1/4
0.061
0.007
0.016
0.085
1.333
H2-1
T2
120-100
L2x2xl/4
0.173
0.013
0.031
0.217
1.333
H2-1
T3
100-80
L2x2xl/4
0.230
0.019
0.045
0.295
1.333
H21
T4
80-60
L2x2x1/4
0.141
0.022
0.048
0.210 Y
1.333
H2-1
T5
60-40
L2x2xl/4
0.150
0.019
0.041
0.209
1.333
142-1
T6
40-20
L2 1/2x2 1/2x1/4
0.093
0.035
0.073
I
0.201 Y
1.333
H2-1
T7
20-0
L3x3xl/4
0.136
0.022
0.062
0.220 <
1.333
H2-1
:..x.. Seconda..:..'Horrzontal..Design
Data..:Tension:
, '
....:..:.
Ratio
Section Elevation Size
L Lu °
Kl/r F.
A Actual
Allow.
No.
P
P.
P
ft
ft ft
ksi
int lb
lb
pa
T7 20-0 L2 1/2x2 1/2x1/4
12.48 12.25
191.2 21.600
1.1900 13.16
25704.00
0.001
DL controls ,
ERITower
GPD GROUP
520 SOUTH MAIN ST.
AKRON, OH 44311
Phone: 330-572-2100
FAX- 330-572-2102
Ir
Page
SX06534A SA 534 HWY 99 & WILSON 29 of 30
Project Date
2006094.42 15:22:58 07/17/06
Client Designed by
T -MOBILE USA jmcilroy
Seconds Horizonfa Bendcng Design Data
Section Elevation
Size Actual
Actual
Allow.
Ratio
Actual
Actual'
Allow.
Ratio
No.
M:
fey
Fbrfbz
• pa
My
Jby
Fby
fby
fl
lb ft
ksi
ksi
Tb
lb -ft
ksi
ksi
Fby
T7 20-0
L.21/2x21/2x1/4 -93.07
1.676
23.760
0.071
-88.04
3.108
23.760
0.131
Secondary Hozontal interaction Design .Data
Section Elevation
Size Ratio
Ratio
Ratio
Comb.
Allow. Criteria
No
P
fb.
fby
Stress
Stress
ft
• pa
Fb,
Fby
Ratio
Ratio
T7 20-0
L2 1/2x2 1/2x1/4 0.001
0.071
0.131
/
0.201 i+'
1.000 H2-1
DL controls
Top _Girt Design .Data (Tension) ... .
Section
Elevation
Size L
L„
K11r Fa
A
Actual
Allow.
Ratio
No.
No.
fbx
M
fbr
Fbr
P
Pa
P
Fby
ft
ft
ft
ksi
in'
lb
lb
P.
Tl
130- 120
L2x2x1/4 6.25
6.08
119.9 21.600
0.9380
48.15
20260.80
0.002
T4
80-60
L2x2xl/4 6.25
6.06
119.5 21.600
0.9380
225.01
20260.80
0.011
Section
Elevation
Size Actual
Actual
Allow.
Ratio
Actual
Actual
Allow.
Ratio
No.
fbx
M
fbr
Fbr
f&
MY
Jby
Fby
fby
Fby
ft
lb ft
ksi
ksi
_Tb
lb ft
ksi
ksi
Fby
T1
130-120
L2x2xl/4 -18.26
0.526
23.760
0.022
-18.26
1.019
23.760
0.043
T4
80-60
L2x2xl/4 -18.76
0.540
23.760
0.023
-17.75
0.990
23.760
0.042
ToGirt Interaction Desa n Data
_:... _ .....:
pl-
............... ..:.. _
._ . g....
Section
Elevation
Size Ratio
Ratio
Ratio
Comb.
AHow.
Criteria
No.
P
fbx
fby
Stress
Stress
ft
Pa
Fby
Fby
Ratio
Ratio
Tl
130-120.
L2x2xl/4 0.002
0.022
0.043
0.067
J.331
H2-1
T4
80-60
L2x2x1/4 0.011
0.023
0.0420.075
1.333
H2 1 �%
0
Job - - Page
ERITaw�� SX06534A SA 534 HWY 99 & WILSON 30 of 30
GPD GROUP Project Date
510 SOUTH MAIN ST. 2006094.42 15:22:580711 7106
AKRON, OH 44311 Client
Phone: 330-572-2100 T -MOBILE USA Designedby
FAX.- 330-572-1102. jrnalroy
Section
Elevation
Component
Size
Critical
P
SF*p 11..
%
Pass
No.
It
Type
Element
lb
lb
Capacity
Fail
Tl
130-120
Leg
2
1
-2432.72
43427.94
23.9
Pass
Diagonal
L2x2xl/4
7
-1070.60
12937.80
9.7
Pass
Top Girt
L2x2xl/4
4
-26.10
4018.48
12.5 (b)
7.1
Pass
T2
120-100
Leg
2
19
-22116.70
43427.94
56.7
Pass
Diagonal
L2x2xl/4
22
-2855.46
12937.80
23.8
Pass
T3
100-80
Leg
21/4
46
-52140.30
69560.47
33.3 (b)
84.8
Pass
Diagonal
L2x2x1/4
49
-3890.54
13010.87
32.5
Pass
T4
80-60
Leg
2 1/2
73
-71921.50
101979.16
45.5 (b)
75.3
Pass
Diagonal
L2x2x1/4
86
-2356.43
9749.79
27.0
Pass
Top Girt
L2x2x1/4
77
-291.87
5393.52
28.5 (b)
10.2
Pass
T5
60-40
Leg
2 1/2
103
-87794.80
101979.16
98.4
Pass
Diagonal
L2x2x1/4
113
-2489.69
6971.76
38.6
Pass
T6
40-20
Leg
23/4
130
-103336.00
138480.03
81.2
Pass
Diagonal
L21/2x21/2x1/4
139
-3027.68
10366.50
34.3
Pass
T7
20-0
Leg
23/4
159
-113755.00
132792.12
35.8 (b)
100.0
Fail x
,Diagonal
L3x3x1/4
170
-3925.58
10450.16
42.1
Pass
Secondary Horizontal
I.21/2x21/2x1/4
166
-159.38
2270.57
24.4
Pass.
Summary
Leg (T7)
100.0
Fail)(
Diagonal
45.5
Pass
(T3)
Secondary
24.4
Pass
Horizontal
(T7)
Top Girt
10.2
Pass
(T4)
Bolt Checks
45.5
Pass
RATING =
100.0
Fail k
Program Version 3.0.0.16 - 7/8/2004 File:C:/Documents and Settings/jmcitroy/Desktop/wilson/eri/wilson.eri
9=■
100.0 ft
60.0 ft
20.0 ft
0.0 ft
•
APPI IRTFMANrPQ
TYPE
20' Omni
ELEVATION
140
TYPE
SD98
ELEVATION
20' Omni
140
I SD98
I
113
(4) RR6S19.00DP
123
NextNet BTS -2500
113
(4) RR65-79-OODP
123
NeuWet 25W
173 1
Pirod
Pirod T -Frame Sector Mount (3)
123
'NexWet STS -2500
1173
(4 RR6S79-0ODP
123
NexWet BT -2500
1113
Pirod T•Frame Sector Mount (3)
1131110
SD98
SD98
713
HP2.23
110
110
SD98
113
4 F DISH
100
MATERIAL STRENGTH
GRADE F Fu GRADE F Fu
A572.50 50 ksi 65 ksi A36 36 ksi 58 ksi 1
TOWER DESIGN NOTES
1. Tower is located in Butte County, California.
2. Tower designed for a 75 mph basic wind in accordance with the TIA/EIA-222-F Standard.
3. Tower is also designed for a 65 mph basic wind with 0.50 in ice.
4. Deflections are based upon a 50 mph wind.
5. TOWER RATING: 100%
IN
MAX PIER FORCES:
DOWN: 118990 Ib
UPLIFT.- -891031b
SHEAR: 9735 Ib
AXIAL
27435 Ib
SHEAR MOMENT
1671116 zi 1326388 Ib -ft
TORQUE 7217 lb -ft
65 mph WIND - 0.5000 in ICE
AXIAL
17244 Ib
MOMENT
SHEAR1171841 Ib -ft
14536 Ib Z�
TORQUE 5627 Ib -ft
REACTIONS - 75 mph WIND
%GPD GROUP
0 520 SOUTH MAIN ST.
PDGROUP AKRON, OH 44311
Phone: 330-572-2100
obi SX06534A SA 534 HWY 99 & WILSO
Pr°'�" 2006094.42
cBent T -MOBILE US
D'a"n bY'mcilro
4pd:
c°de' TIAIEIA-222-F
Date' 07/17/06
JSZaie: NTS
�. • Feedline PI�
Round Flat App In Face App Out Face
F Fu
y 58 ksi
the TIA/EIA-222-F Standard.
ice.
�'Vy 8'VLSO
r. ima,9 f+pp'd:
h
O�� SOF
tib,
GPD GROUP
lob:
SX06534A. SA 53-
0 SOUTH MAIN ST.
®ems 521-31
2ooro9a.a2 0
PO GROUP AKRON, OH 44311
client T,MOBILE US
Date
Phone: 330-572-2100
Code: TIA/EIA-222-F
FAX: 330-572-2102
Path . c-.�a
•
Seismic Calculations (1997 UBC)
Site Name
Site Number
GPD Job Number
Tower Type
Structure Height (ft)
City
State
County
Seismic Zone
Soil Profile Type
Importance Factor (1)
R
f%
Z
C„
N„
Ca
Na
Tcalc
Tmax
T
g (ft/sec2)
Seismic Source Type
Proximity to Nearest Seismic Event
Weight of Structure (kips)
Ft
Vcalc
Vmax
Vmin1
Vmin2
Base Shear V (kips)
Tower Component
Section 7 (top)
Section 6
Section 5
Section 4
Section 3
Section 2
Section 1 (bottom)
Antennas @ 130'
Antennas @ 123'
Antennas @ 113'
Dishes @ 110'
Dish @ 100'
Ft
OTM from Seismic Loading
OTM from Wind Loading
Wind Loading Controls
SA534 Hwy 99 & Wilson
SC06534A
2006094.42
Self Support
130
. Chico
'Califonia
Butte
3.
::.SD (UBC Table 16-J)
1.00, (UBC Table 16-K)
.2 90• (UBC Table 16-P)
2.00 (UBC Table 16-P)
.0.36.(UBC Table 16-I)
0.54 (UBC Table 16-R)
9.00' (UBC Table 16 T)
0.36 (UBC Table 16-Q)
1.00: (UBC Table 16-S)
1.64
1.08 (UBC Section 1630.2.2.2)
1.08
32.20
B (UBC Table 16-U) "assumed
> 15 KM "assumed
14.279
0.186 (UBC Equation 30-14)
2.466 (UBC Equation 304)
4.431 (UBC Equation 30-5)
2.879 (UBC Equation 34-2)
0.166 (UBC Equation 34-3)
2.879
Weight (k)
M. Arm (ft)
F.
w. -h.
F.*M.A.
0.722`
::.' . '.::125:
0.2638
90.188
32.97
•1.317.
:; .:' ' ;. ". 110`
0.4237
144.870
46.60
1:496 _.,
.,,; ;90
0.3938
134.640
35.44
>> 1.823:':`x::
-'',"70
0.3732
127.610
26.12
.1.892-.:
;. 50
0.2767
94.600
13.83
2.513.:`;.;.'::.,..
' 30
0.2205
75.390
6.61
2.618 :.
".:. 10
0.0766
26.180
0.77
0.100 ":
, ;;.:., 130
0.0380
13.000
4.94
;::1.336 ",
";,' • ;.: .. 123
0.4806
164.328
59.11
0.238':
,: i.. •;" 113
0.0787
26.894
8.89
=:0.054.:
:`_ . 110
0.0174
5.940
1.91
0:170
- 1000.0497
17.000
4.97
n/a
' < : 124
0.1861
n/a
23.08
14.279
920.64
265.25
265.25 k'ft
1326.39 k'ft
Connections
Elevation (ft)
0-20
20-40
40-60
60-80
80 - 100
100 - 120
120 - 130
f; (k)
0.077
0.220
0.277
0.373
0.394
0.424
0.264
6; (in)
0.011
0.078 .,'
..0.207
0.404
-,0.673
0.999
1.253
wd?
,
0.000
0.015
0.081
0.297
0.678`
1.314
1.133
f;•6;
0.001
0.017
0.057
0.151
0.265
0.423
0.331
Leg Forces (seismic)(k)
14.55
12.77
10.63
8.48
6.00
2.28
0.07
Leg Forces (Seismic factored by Q)(k)
29.10
25.54
21.26
16.96
12.00
4.56
0.14
Leg Forces (wind)(k)
113.755
103.336
87.794
71.921
52.14
22.116
2.432
Controlling Force
Wind
Wind
Wind
Wind
Wind
Wind
Wind
Diagonal Forces (seismic)(k)
0.62
0.53
0.45
.'.0.41
0.65
0.43
0.11
Diagonal Forces (Seismic factored by 0)(k)
1.24
1.06
0.90
0.82
1.30
0.86
0.22
Diagonal Forces (wind)(k)
3.925
3.027
2.489
2.356
3.890
2.855
1.070
Controlling Force
Wind
Wind
Wind
Wind
Wind
Wind
Wind
Fw;•8 2 1.071
Ef;•b; 0.491
David Wiltsee
Planning Consultant
Epic Wireless/Clearwire LLC
381 South Lexington Drive, Suite 103
Folsom, CA 95630
August 17, 2006 U N T Y
AUG Z 12006
Mr. Chris Thomas DEVELOPMENT
Butte County Development Services Department SERVICES
7 County Center Drive
Oroville, CA 95965
Subject: RF/EMF Study for CA-CHCO11 West East Avenue (Use Permit)
Dear Chris:
Enclosed is the RF/EMF Study (EBI 61063526, August 10, 2006) for the Clearwire Use
Permit application submitted yesterday, August 16. I would appreciate having this
document added to the City's project file.
The project is a collocation on an existing tower on West East Avenue.
I believe inclusion of this document in the file makes the application complete and ready
for processing.
Thanks, Chris.
ours truly,
'I
Dave Wiltsee
dwiltsee@sbcglobal.net
Encl: Radio Frequency Emissions Compliance ReportCA-CHC-011 (EBI 61063526,
August 19, 2006)
f' • ` V
i•m a«•.l
mm xa• i
iw+w wr
EBIC 0 N S U L T I rG
National Environmental
Management and
Engineering Services
EBI Consulting
Four A Street
Burlington, MA 01803
Phone: 781.273.2500
Toll Free: 800.786.2346
Fax: 781.273.331 1
RADIOFREQUENCY EMISSIONS
COMPLIANCE REPORT
CA-CHC01 I
EASTA VENT -MOBILE.
CHICO, CA
EBI PROJECT 61063526
August 10, 2006
Prepared for: -
CLEARWIRE CORPORATION
r
EBI CONSULTING
FOUR A STREET
BURLINGTON, MAO 1803
800-786-2346
PROJECT #61063526
RADIOFREQUENCY EMISSIONS COMPLIANCE REPORT
CA-CHCD/ / EASTA VENT-MOB/LE
CH/CO, CA
August 10, 2006
Prepared for.-
Clearwire Corporation and
Epic Wireless Group
. S, 7£ a .«..?��Srxt" .i+p+'' .Ez;d E a. �,'3 tik' F ;, k � ��` � �jj�'�P" �1;• rp-:'<a } '$'� Z -) Q�' � � ..
Four A Street
Ya -
E n�.EBI
Burlington, MA 01803
C0NSU LTI'N,G Tel: 7812732500
www.ebiconsuIting.com Fax: 781,273,331
August 10, 2006
Mr. Bryon Sattler
ClearWire Corporation
do Epic Wireless Group
381 S. Lexington Drive, Suite 103
Folsom, CA 95630
Subject: -Radiofrequency Emissions Compliance Report
East Ave/T-Mobile, Chico (CA-CHC011)
I 1 I0 W. East Road, Chico California 95926
EBI Project #61063526
Dear Mr. Sattler:
Attached, please find our RAD/OFREQUENCYEM/SS/DNS COMPL/ANCEREPORT, (the Report] for the proposed
telecommunications installation at the address noted above (the Subject Property). The purpose of this Report is to
evaluate the 'a bove -referenced property for radiofrequency emissions compliance requirements as specified by the
FederalCommunications Commission (FCC) and' Butte County Zoning Code 24-262 and general industry standards.
The Report was completed according to the terms and conditions authorized by you. There are no intended or
unintended third party, beneficiaries to this Report; unless specifically named. EBI is an independent contractor, not
an employee of either the property owner or the project proponent, and its compensation was not based on the
findings or recommendations made in the Report or on the closing of any business transaction.
Thank you for the opportunity to prepare this Repor•4 and assist you with this project. Please call us if you have any
questions or if we may be of further assistance. .
Respectfully Submitted, „
Mr. Richard Beauregard
Mr. Kevin McManus .:
Ms. Julia Jongsma
RF -EHE Plan Preparer
RF-EME Program Director
Program Manager
(617) 715-1823
(617) 715-1835
(206) 774-8473
APPENDIX A: Site Questionnaire for Proposed Clearwire Corporation Telecommunications Equipment
APPENDIX B: Site Plans
APPENDIX C: Other RF Emissions Sources in Vicinity of Project Site
APPENDIX D: RoofView® Export Files
Radiofrequency Emissions Compliance Report CA-CHCO/ l
///0 W. East Road, Chico, CA
TABLE OF CONTENTS
Page
I. INTRODUCTION
2
II. PROJECT DESCRIPTION
3
III. SITE DESCRIPTION
4
IV. FCC RADIOFREQUENCY EMISSIONS REQUIREMENTS
4
V. EMISSIONS COMPLIANCE EVALUATION FOR CLEARWIRE AND OTHER CO -LOCATED CARRIERS
5
VI. EMISSIONS FROM OTHER SOURCES (LOCATED WITHIN 2,000 FEET OF PROJECT SITE)
7
VII. SUMMARY AND CONCLUSIONS
8
VIII. LIMITATIONS
9
IX. REFERENCES
10
APPENDIX A: Site Questionnaire for Proposed Clearwire Corporation Telecommunications Equipment
APPENDIX B: Site Plans
APPENDIX C: Other RF Emissions Sources in Vicinity of Project Site
APPENDIX D: RoofView® Export Files
Radiofregiuency Emissions Comp/lance Report CA-CHC011
•
///0 W. East Road, Chico, CA
I. INTRODUCTION
EBI CONSULTING (EBI) has prepared this Radiofrequency Emissions Compliance Report
Radiofrequency Emissions Compliance Report on behalf of Clearwire, Inc. for the proposed
installation, of telecommunications equipment at an existing lattice tower located on 1110 East
Avenue, Chico, California. The Butte County Zoning Code 24-262 requires the preparation of a
report by a qualified radiofrequency engineer stating the maximum radiofrequency radiation to be
emitted by the project, and an evaluation of compliance with Federal . Communications
Commission (FCC) safety standards.
The conclusions provided by EBI are based solely on the information obtained by file review at
the Butte County planning office, information obtained from the agencies noted in the Report,
and information provided by the Client. It is our understanding that this Report is to be used and
distributed exclusively for purposes connected with the permitting for telecommunications site
construction and operation. This Report may be relied upon by others, as authorized by EBI in
writing, subject to the limitations set forth in this document and other referenced documents.
EBI Consulting 2
Radiofrequency Emissions Compliance Report C.4-CHCO/ /
///0 W. East Road, Chico, CA
11. PROJECT DESCRIPTION
This project involves the addition of three (4) panel antennas and four (5) microwave dish
antennas and associated equipment by Clearwire Corporation to an existing cellular
communications tower facility located at I 110 East Avenue in Chico, California. Butte County
Zoning Code 24-262 requires a report by a qualified radiofrdquency engineer stating the
maximum radiofrequency radiation to be emitted by the facility and demonstrating that the
proposed equipment will confirm to FCC safety standards (as stated in FCC OET Technical
Bulletin 65 (1997) titled, "Evaluating Compliance with FCC Guidelines for Human Exposure to
Radiofrequency Electromagnetic field.').
For this analysis, EBI Consulting has utilized several sources of information regarding the• existing
and proposed telecommunications equipment, for the facility. This includes a consultation and a
file. review with the Butte County Planning Department, review of previous RF-EME compliance
reports submitted for the site, theoretical worst-case modeling for both the panel antennas and
microwave dish antennas, and assessment of other license holders within 2,000 feet of the facility.
EBI Consulting 3
Radiofrequency Emissions Compliance Report C4*Co/ /
///0 W. East Road, Chico, C.4
III. SITE DESCRIPTION
The proposed equipment will be installed at an existing lattice tower site located at I 110 East
Avenue in Chico, California. An existing 130 -foot tall lattice tower and associated
telecommunications equipment shelters and utilities are located behind (to the north) the
Masonic Temple at the western side of the property. The tower is owned by T -Mobile, and T -
Mobile is currently operating panel and microwave antennas at the site. The existing panel and
microwave antennas are located at an approximate height of 120 and 125 feet respectively, above
ground level. ClearWire Corporation is proposing to mount four panel antennas at a centerline
height of 106 feet above grade and four microwave dishes at a centerline height of 110 feet above
grade. The locations and configuration of equipment proposed by ClearWire Corporation, as
well as existing site equipment, are shown in Appendix B (Site Plans).
IV. FCC RADIOFREQUENCY EMISSIONS REQUIREMENTS
Radiofrequency energy, a form of non -ionizing electromagnetic energy (RF EME), is emitted from
telecommunications antennas. Under certain conditions, human exposure to radiofrequency
energy can cause partial body heating. The Federal Communications Commission (FCC) has
developed maximum permissible exposure limits (MPE) that help identify risks associated with
human exposure to radiofrequency energy.
First,;the occupational, or controlled MPE, applies to individuals who may come into contact with
radiofrequency energy as a consequence of their employment, but have been made fully aware of
the potential for exposure and have the ability to exercise control over the exposure.:Second,
applies to the exposure the general public may
experience, and they are generally unaware of the potential for exposure.
The FCC's MPEs are measured in terms of the power that emits through the antenna, (power
density) extending over a surface area. These MPEs vary with the frequency of the emitted RF
energy, as shown below in Figure I. Cellular/PCS frequencies typically range from 800 megahertz
(MHz) to 2.5 gigahertz (GHz). Microwave frequencies typically utilize higher frequencies, ranging
up to 50 GHz. For the equipment evaluated within this analysis, the FCC's most stringent limit
for uncontrolled/general population is I mw/cm' (based upon the T -Mobile equipment that is
assumed to be operating at a frequency of 1900 MHz). As the focus of this report is on the
potential impacts to the general public outside the controlled areas of the facility, EBI has
evaluated compliance relative to the FCC's uncontrolled MPE limit.
EBI Consulting
Sr rf Of 56 AJ Pq-Z2PAi
4
Radiofrequency Emissions Compliance Report
CA-CHCOI l
///0 W. East Road, Chico, CA
Figure f_ FCC Limits for h4aximum Permissible Exposure (MPE)
Piane4vave Eqi ivaient Power Density
.WU
ccupaiibnah ContraRedExposure
—---nGenera.'Pape lar a n.Vn=niroikd =rposu.-c-
.._...-—,. .,. ___,........_._...... _
1.
l
A i
0.1
0.03 0.3 i .3 3.' 30' t 3.DM 30.000 j 307..00,
1.34 1.500
Frequency (M Hz)
Source: Federal Communications Commission, Evaluating Compliance with FCC Guidelines for Human Exposure to
Radiofrequency Electromagnetic fields, OET Bulletin 65, Edition 97-0/, August 1997, p. 68
The FCC has established several different methods for determining the power density emitted
from an antenna. For the purposes of this safety plan, EBI has utilized theoretical models to
estimate power density. The FCC recognizes that these theoretical models over-estimate the
actual exposure one would experience and generally considers the results to represent a worst-
case exposure scenario. The actual power density is expected to be much less because the
antennas do not operate continuously at full power.
V. EMISSIONS COMPLIANCE EVALUATION FOR CLEARWIRE CORPORATION
AND CO -LOCATED CARRIERS
To assess the cumulative RF impacts of the proposed ClearWire equipment and other co -located
carriers from the site, EBI has compiled available antenna operational specifications from previous
report submittals and run a RoofView® analysis to predict worst-case RF emissions fields at the
nearest property boundary. RoofView® is a widely -used predictive modeling package that has
been developed by Richard Tell Associates to predict both near field and far field RF power
density values for roof -top and tower telecommunications sites produced by vertical collinear
antennas that are typically used in the cellular, PCS, paging and other communications services.
The model utilizes several operational specifications for different types of antennas to produce a
EBI Consulting 5
Radiofrequencyons Comp/lance R A-HCO11
Eml'ssl' Report
///0 W East Road, Chico, CA
plot of spatial ly-averaged power'densities that can be expressed as a percentage of the applicable
exposure limit. For this -report,' EBI utilized the FCC's general exposure limits outlined in OET 7
Bulletin 65.
NOTE- EN retained Richard, Tell Associates to provide technical support- services in modeling
andevaluating compliance with FCC and municipal requirements.
X
t a
To augment this analysis, EBI has also conducted a.separate evaluation the RF emissions fields
resulting from the microwave. dishes. These antennas must be evaluated separately because
RoofView@ is designed to address. impacts from vertical collinear, and cannot be used for
microwave dish configurations.
The. table below outlines the specifications for the proposed ClearWire equipment and other
carriers' equipment utilized for the RoofView@ analysis. Where information is incomplete or
inconsistent with previous reports filed for the site, EBI has utilized worst-case. conservative
assumptions to maximize the predicted RF fields resulting from the model runs as indicated bya"
table footnote.
I Conservative assumption based upon technical knowledge
In addition to the information presented above, the following conservative assumptions were
used for RoofView@ modeling:.
• All antennas on the tower. Were placed at the same location (given the same X,Y
.Coordinates);
• For existing carriers with multiple antennas per sector, it was assumed that,all of
the power for the sector would transmit from one antenna.,
The antennas for the existing carriers are oriented in the same directions as the
ClearWire Corporation antennas.
EBI,.- Consulting 6
A 67
na GenNe-41r7h
s w
4`
degr..,
ClearWire
2500-
50
1
90/3
108
Corporation
2686
T -Mobile
1900
1001-71
1
65/61
119 (approx.)
T -Mo He
1900
1001
1 , I
Omni/101
135 (approx.)
I Conservative assumption based upon technical knowledge
In addition to the information presented above, the following conservative assumptions were
used for RoofView@ modeling:.
• All antennas on the tower. Were placed at the same location (given the same X,Y
.Coordinates);
• For existing carriers with multiple antennas per sector, it was assumed that,all of
the power for the sector would transmit from one antenna.,
The antennas for the existing carriers are oriented in the same directions as the
ClearWire Corporation antennas.
EBI,.- Consulting 6
Radiofrequency Emissions Comp/lance Report CA-CHCO/ /
///0 W. East Road, Chico, CA
RESULTS
The RoofView® Modeling results indicate that the worst-case emitted power density from the
combined impacts from Clearwire's proposed equipment, together with that of existing carriers
on the site, will not exceed the FCC's general exposure limits at ground level in any uncontrolled
areas. At ' ground level, worst-case power densities at the closest property boundary are
estimated at 0.0021 mW/cm2, or 0.211 % of the FCC's uncontrolled limits. (MPE= I mW/cm2
derived from the FCC calculation utilizing the lowest estimated frequency onsite of 1900MHz)
The RF fields associated with the microwave antennas were calculated separately (see Appendix
-D). The power density from the microwave antennas were conservatively estimated using a.
methodology developed by Richard Tell Associates and presented in "Summary of Near Field
Power Density Calculations for EN Consu/tind,'. At ground level, worst-case power densities
from the microwave antennas are estimated to be 0.0016 mW/cm2, or 0.164% of the FCC's
uncontrolled limits.
Please note that this is a conservative estimate of power density as the equations for near field .
exposures were used in the calculations. It is likely that any public exposure would be beyond
this near field region. Generally, beyond the near field region of microwave dish antennas, power
density decreases inversely with distance, or inversely with the square of distance, depending
upon the distance(s) under evaluation. As such, the power density beyond the near field region
would likely be significantly less than the predicted value.
VI. . EMISSIONS FROM OTHER SOURCES (WITHIN 2,000 FEET OF PROJECT SITE)
EBI has conducted a review .of the FCC's database to determine the location of licensed
telecommunications facilities within 2,000 feet of the project site. Our review indicates that there
is one a c1 ' e vicinity, ut it is located beyond 2,000 feet from the project site (See
p7 ppenaiZ-CT—Tt shou be note that the FCC database is likely to be incomplete for many
telecommunications sites, due to (a) the regional nature of cellular/PCS license authorizations,
which can generate antenna/equipment installations that are not reported for this database; and
(b) the FCC reporting thresholds which exempt many categories of facilities. However, the
associated RF emissions fields associated with these unlisted sources would be attenuated very
rapidly with increasing distances, and the height above ground for these structures. As a result,
cumulative ground -level impacts from these sources, operating concurrently with the equipment
at the Estes Drive site, are expected to be well below the FCC's general exposure guidelines.
P�1 Gr vs. ,h�E
u
0.0((07o luL '4
�SSi✓or`1 S Fes"" 6Tee"k sty s
EBI Consulting 7
Radiofrequency Emissions Compliance Report
CA-CHCOI l
/ / /0 W. East Road, Chico, CA
VII. SUMMARY AND CONCLUSIONS
In accordance with the Butte County Zoning Code 24-262, EBI has prepared a Radiofrequency
Emissions Compliance Report for the proposed telecommunications equipment to be installed by
Clearwire Corporation on an. existing self-support lattice tower located at I 110 East Avenue in
Chico, California. EBI has performed a review of existing and proposed equipment and conducted
theoretical modeling to estimate the worst-case power density from each antenna. Our findings
regarding the Subject Site are as follows:
I. The worst-case emitted power density from the combined impacts from Clearwire's
proposed equipment, operating concurrently with that of existing carriers on the site, will
not exceed the FCC's general exposure limits at ground level in any uncontrolled areas.
At ground level, worst-case power densities at the closest property boundary are
estimated at 0.0037 mW/cm', or 0.375% 'of the FCC's uncontrolled limits. Members of
the general public will continue to be restricted from areas where potential exceedances
can be found (on the tower, directly in front of antenna faces), by site control and access
restrictions.
2.. The only potential exceedances of FCC's limits are for occupational exposures to
telecommunications workers conducting work on the monopole. .The power densities
will also not exceed FCC occupational exposure limits in the center of the tower but may
exceed the FCC's occupational limit directly in front of the antenna faces. Workers
involved in tower operation and maintenance activities are typically provided detailed RF -
safety training; they follow detailed standard operating procedures (SOPS), including the
use of personal RF monitors, antenna lockout-tagout protocols, and limits on the time of
exposures in front of active antennas, to ensure compliance with the FCC's occupational
exposure limits.
3. There are no significant cumulative, ground -level impacts from other known RF emissions
sources located within 2,000 feet of the facility, due to the rapid attenuation of RF power
density fields associated with the proposed and existing equipment, and the distances of
the nearest FCC licensed facilities.
EBI Consulting 8
Radiofrequency Emissions Compliance Report CAO/ l
•
///0 W. East Road, Chico, CA
VIII. LIMITATIONS
This Report was prepared for the use of ClearWire Corporation. It was performed in
accordance with generally accepted practices of other consultants undertaking similar studies at
the same time and in the same locale under like circumstances. The conclusions provided by EBI
are based solely on the information obtained by visual inspection of the. Subject Property,
information obtained from the agencies noted in the Report, and information provided by the
client. The observations in this Reportare valid on the date of the investigation. Any additional
information that becomes available concerning the Subject Property should be provided to EBI so
that our conclusions may be revised and modified, if necessary., This .Report has been prepared
in accordance with Standard Conditions For Engagement and authorized proposal,- both of which
are integral parts of this Report. No other warranty, expressed or implied, is made.
EBI Consulting 9
1
•
Radiofrequency Emissions Compliance Report
•
CA-CHCO/ /
///0 W. East Road, Chico, CA
IX. REFERENCES
Federal Communications Commission, Evaluating Compliance with FCC Guidelines for Human Exposure to
Radiofrequency Electromagnetic Fields OET Bulletin 65, Edition 97-01, August 1997, p. 68
Richard Tell and Associates. Summary ofNearFeld Power Density Calculations for EB/ Consulting. July 21, 2006
EBI Consulting
10
•
Radiofrequency Emissions Compliance Report
•
CA-CHCOI l
East Avenue/T-Mobile, Chico, CA
0
APPENDIX A
Site Questionnaire for Proposed Clearwire Telecommunications Equipment
EBI Consulting 11
Radiofrequency Emissions Coiance Report CA-CH•l
East Avenue/T-Mobile, Chico, CA
RF-EME Site Compliance Questionnaire
CA-CHC01 1-1110 East Avenue/T-Mobile, Chico CA
EBI Consulting 12
Site Data
I .
Antenna Latitude (or UTM
39-44-45.5
coordinate)
2.
Antenna Longitude '(or UTM
121-52-56.1
coordinate)
3.
Location (City, State, Zip)
Chico, CA 95926
4.
Maximum Design RF EME Output per
50W .
Sector (Watts or dBM)
5.
Frequency (MHz)
2500-2686 mHz
6.
Antenna Gain (dB)
17 db
7.
Total Line Loss from all components
? (assume 1.5)
8.
Type of Antenna Feed line and size
7/8" LDF
(diameter) of coaxial cable
9.
Type of Antenna
4- Stella Doradus #26SD9890
Microwave
Orthogon OS Gemini Lite 5.8 GHz
Orthogon OS Gemini Lite 5.8 GHz
Dragonwave 24 GHz
Dra onwave 24 GHz
10.
# of Transmitters per Sector,
I
I I~#
of operating antennas to be
4 panel antennas & 4 MW dishes
modeled
12.
Other Carriers/Equipment on Site?.
I. T -Mobile
(specify if known)
13.
Antenna Height above Ground or
4 panel antennas @ 110' & 4 MW
Roof Level?
dishes 106'.
(specify height from ground or roof to
base of antenna)
EBI Consulting 12
Radiofrequency Emissions Compliance Report CA-CHCOI l
East Avenue/T-Mobile, Chico, CA
APPENDIX B
SITE PLANS
EBI Consulting 13
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PROJECT DESCRIPTION 9 ( )� 9 P P>1m.e, a. 47x1a
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CLEARWIRE (CW) PROPOSES TO APPEND A14 EXISTING CELLULAR FACILITY BY
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AN E%ISTItJC LATTICE TOWER WITH BTS EQUIPMENT MOUNTED DIRECTLY BEHIND
THE ANTENNA S ANDA SITE SUPPORT CABINET NEAR ME BASE OF THE SAME
TOWER.
SITE INFORMATION PROJECT CONTACTS
I
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SITE ADDRESS: 1110 W. EAST ROAD GENERAL CONTACT: LONNIE GUIN n
CHICO. CA. 95926 CLEARWIRE W
5508 LAKE WASHINGTON BLVD. 0
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(425)216-7821
PARCEL NUMBER: 042-07G-197 FAX (425) 216-7900 O
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ELEVATION: 167' LEGACY WIRELESS SERVICES -TAKE THE CA-99/CA-36EXIT TOWARD CHICO/ SHEET CONTENTS
(503) 658-5300 LAUREN PARK, c Fo
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CURRENT USE: TEMPLE MASONIC/ FAX (503) 656-5305 T-1 TITLE SHEET AND GENERAL INFORMATION!
TELECOMMUIJICATIONS DDUTTOND TO FOLLOW
SLIGHT RIGHT ONTO CA-J6/CA-99 CONTINUE
FACIU LEGACY-1MRELESS.COM TO FOLLOW CA -99 S. G-1 GENERAL NOTES T�, 3
PROPOSED USE: TELECOM
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FACILITY PROPERTY OWNER: CHICO-LELAND STANDFORD.
MASONIC TEMPLE -TAKE EAST AVE. RAMP. A-7 SITE PLAN
POWER: ,PG @ E ASSOCIATIONI -TURN! RIGHT ONTO EAST AVE. A-2 ENLARGED SITE PLAN AND ELEVATION
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TELCO: SBC PACIFIC BELL w
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JURISDICTION: BUTTE COUNTY - A-4 ANTENNA DETAILS •
ZONING: A-5 AGRICULTURE SITE OWNER: T -MOBILE
DIANE TARDIFF A-5 ANTENNA DETAILS
APPUCABLE CODE: 2001 CALIFORNIA BUILDING 425-398-7550 '
STANDARDS CODE E-1 GROUNDING PLAN AND DETAILS
CONSTRUCTION) TWE: V -NJ
OCCUPANCY TWE: UNOCCUIPED r
PROJECT AREA: 49 SO. FT. z C C F
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5508 LAKE WASHINGTON BLVD. 568 FIRST AVE S. SUITE 650 4252 SE INTERNATIONAL 19807 H. CREEK PARKWAY N. 2701 NW VAUGHN. SUITE 764 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTSRS oD4R mrwermn U
SUITE 300 SEATTLE, WA 98104-2804 SUITE F BOTHELL, WA 98011 PORTLAND, OR 97210 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER- 4
KIRKLAND. WA 98033 MILWAUKIE, OR 97222 THAN THAT WHICH RELATES TO CLEARYARE SERVICES IS U
STRICTLY PROHIBITED. REM510N 2 a:
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Radiofrequency Emissions Compliance Report C4-CHC011
East Avenue/T-Mobile, Chico, CA
1
APPENDIX C
Other RF Emissions Sources (from FCC database) in Vicinity of Project Site
0
EBI Consulting 14
Clearwire Corporation
5508 Lake Washington Boulevard, Suite 300
Kirkland, WA 98033
CA - CHC01 I -East Avenue/T-Mobile
1110 W. East Road
Chico, CA 95926
Vicinity Location
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Radiofrequency Emissions Compliance Report CA-CHCOI l
t, "' East Avenu&T-Mobile, Chico, CA
9
APPENDIX D
ROOFVIEWO CALCULATIONS/EXPORT FILES
EBI Consulting 15
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End of help comments.
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the Start Map Definition row below the blue line.
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by highlighting the row number adjacent to the blue line below and then clicking on the Insert menu
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Max) Map Max Y Map Max ) Y Offset X Offset Number of envelope
57 71 90 90 30 10 1 $U$134:$C$U$134:$CM$190
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B Clearwir
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CLEARWIRE WIRELESS, LLC
USE PERMIT APPLICATION
for
Collocation of Telecommunication Equipment
on an existing T -Mobile Lattice Tower
CA-CHCOI 1
Submitted to Butte County Development Services Department
July, 2006
GENERAL INFORMATION
Landowner: Leland Stanford Masonic Temple Association
POB 784
Chico, CA 95927
530-342-7143
Applicant: Clearwire, LLC
5808 Lake Washington Blvd., Suite 300
Kirkland, WA 98033
206-255-3929
Representative: David Wiltsee, Planning Consultant
Epic Wireless Group
381 South Lexington Drive, Suite 103
Folsom, CA 95630
530-878-9117
dwiltsee@sbcglobal.net
APN: 042-070-197
Current Zoning: A-5
Address of Project: 1110 W. East Avenue, Chico, CA 95973
Current Use: An existing 130 -foot lattice owned and utilized by PSC
carrier T -Mobile. Masonic Temple Lodge.
Na cel
e t t t e t} t k h to W i w i
Gridley
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Page I, .
IJ View Help
9JNow Search
:791 Pmporty Inf1onation !
Parcel
042-070-197-000
Acres
5.18
Address(s)
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OHIN 0@73
Jurisdiction
Butte County
County Data
Zoning
A-5 - Agricultural. 5 acre minimum I
General Plan
OFC - Orchard and Field Crops
Drainage Area
Lindo Channel
Supervisor District
District 2
Flood Zone
X
FIRM Map Number
08007c0485 C
Snow Load Elevation
0 to 1499 Feet. No Requirements
L@g@nd
wiscialmer; ounoLounry aces not guarantee met tne —.
r awn provicea on mis site is accurate or complete. The Countyprovides es is information on an "as is" basis and disclaims all warranties, expressed -
or Implied, including but not limitied to warranties of merchantability, fitness for a particular purpose and non -infringement. The County is not responsible for any damages arising from the use of this
information. Access to this data is at users risk. Users should verify the information before making project commitments. Ii7010
fileWCADOCUME-1\DAVIDW-1TOCALS-1\Temp\90EDJANJ.htm 7/17/2
•
EPIC
wiaeLsoa WROUP INC.
July 27, 2006
Richard Price
Butte County Agricultural Commissioner
316 Nelson Avenue
Oroville, CA 95965-3318
Re: Requested review of plan (Use Permit Application) to Collocate on Existing
Tower on Agricultural Properties in Butte County
Dear Mr. Price:
Attached are plans for a broadband wireless antenna site that ClearwireLLC is planning
in Butte County. The plan is to "collocate" antennas on an existing tower. According to
the Butte County code, your office must review and approve of the plans to assure that
the facilities will not interfere with crop dusting.
The project and site are described as follows:
Clearwire project number CA-CHCO1 1 - 1 1 10 W. East Avenue, Chico (APN 042-070-
197). This is an existing 130 -foot tower. Clearwire Wireless plans are to collocate
antennas at the 1 10 -foot to 1 15 -foot level of the tower. Zoning is A-5.
The project should pose no interference problems with' aircraft, as Clearwire will mount
antennas at levels well below the top of the existing structure. The antennas will not
project horizontally from the existing structure further than do existing sets of antennas on
the same structure.
If you would, please reply with a letter of approval as soon as possible, or e-mail me if you
prefer. I appreciate your help in this matter.
David Wiltsee, Planning Consultant
EPIC Wireless Group/Clearwire LLC
381 South Lexington Drive, Ste 103
Folsom, CA 95630
530-878-9117
530-906-9771 Mobile
dwiltsee sbcglobal.net
A 381 S. Lexington Drive, Ste 103 A Folsom, CA'95630 A Office 530-878-9117 A Fax 916-984-3866
0 0
I. Project Description
Clearwire. LLC, through its' agent, the Epic Wireless Group, is applying for a
Conditional Use Permit to collocate and operate a wireless telecommunications
facility for wireless internet on an existing 130 -foot tall lattice tower owned by T -
Mobile. The tower is located at 1 110 West East Avenue (APN 042-070-197), on
property occupied by the Leland Stanford Masonic Temple.
The project consists of:
1. Mounting four (4) 3 -foot panel antennas/BTS units and four (4) 1' or 2'
diameter microwave dishes on the existing tower (two of each)
2. Provision for one (1) future pairing of a panel antenna and BTS unit.
3. Placing one (1) 3'x 6' radio cabinet on an existing concrete pad within a
7'x 7' (49 -square foot) leased area, inside the existing compound.
4. Installing wiring connecting the tower facilities and ground facilities in an
existing coble bridge.
Existing communications equipment on the 130 -foot tower is mounted at
approximately the 122' to 127' level (panel and dish antennas) and above the
tower top (three 10 -foot omni whip antennas. Clearwire's panel antennas will be
centered at the 113' level, the dish antennas at the 110' level. The Clearwire
antennas will be affixed to the tower on a 4" diameter steel mounting pipe, as
close to the tower profile as possible (projecting no more than 3' from the tower's
vertical surface.)
Attached drawings submitted with this application clearly show antenna arrays, site
plans, elevations, and other equipment referenced herein.
No additional fencing is required, as the Clearwire facilities will be located inside an
existing compound fenced area (approximately 37.5'x 63.0').
Access to the site is via East Avenue.
No excavation or grading will occur on the site.
The other licensed carrier with equipment on the tower is tower owner T -Mobile.
The Clearwire site will be unmanned and will not require water, waste treatment
or management of hazardous waste. Minimal traffic will be generated during the
construction phase while a crew is traveling to and from the site. After
construction is completed, there will be approximately one visit per month by a
radio technician for routine maintenance. The site will be in operation 24 hours a
day, 7 days a week.
0 0
II. System Information
Clearwire, LLC is a wireless broadband provider licensed by the Federal
Communications Commission (FCC) to provide wireless high-speed Internet
access to residential and small business customers nationwide. Clearwire has
currently bought spectrum in 100 U.S. markets and will be operating using the
emerging 802.16 or WiMax standard. Pursuant to the strict guidelines of the FCC
license, Clearwire is obligated to provide coverage to each geographical area in
which licensed to broadcast in. In addition to its responsibility to the FCC,
Clearwire is committed to offer customers a system that meets specific standards
of quality; one which provides continuous, uninterrupted wireless coverage
throughout each market area.
Clearwire's network operates through an interconnected system of antenna sites
with radio signals needed to provide service. Unlike cellular or PCS systems, the
Clearwire system is not designed to provide mobile service. A customer can,
however, use a laptop or desktop computer anywhere in the coverage area.
Clearwire uses a state-of-the-art wireless modem that can be plugged into a
desktop computer, laptop, or local network. The wireless modem connects the
computer to "outside world" by transmitting signals to and from nearby antennas,
instead of using traditional phone lines or cable. This provides flexibility to set up
a computer anywhere in a home or office — upstairs or downstairs, inside or
outside.
The network utilizes existing telecommunication towers and "building mounts"
such as rooftops and water tanks. Each antenna site is connected to local utilities
for power, and requires a phone line to monitor site operations. Microwave
technology is used to connect each Clearwire site to other Clearwire sites in the
local network.
Each site typically consists of 1) three to five panel antennas, a number of small
microwave dish antennas, and associated equipment mounted on a tower or
other suitable structure and 2) ground -mounted radio equipment used for
transmitting and receiving wireless signals
One site is designated the local "hub site", or POP. Here, all the Chico -area sites will be
connected to the conventional "land-based" phone system using T-1 lines. Through the
land-based telephone network, the Chico -area network is connected with the Main
Switching Center (MSC) that controls and monitors all of the sites in the northwestern
United States. The MSC center serving Chico/Butte County is located in the State of
Washington.
2
III. Site and Operational Information
Clearwire specialists. selected this site, after extensive analysis, as one of several
sites to provide coverage in the Chico area. The site location, antenna height,
and tower height were determined by using a computerized propagation study,
which evaluated the expected radio-frequency (RF) signal from the proposed
sites at the available heights. All existing towers in the area were evaluated to
determine how to provide coverage in the Chico area. Clearwire does not build
any new towers or other support structures unless left with no feasible alternative.
Instead, Clearwire relies on existing towers for the bulk of the "platforms" needed
to build a system. Other platforms include buildings, water tanks, and power
poles. ,
Consideration of local topographic and geographic factors, tree canopy,
buildings, mountains, water bodies, and the ability to mitigate the antenna
support structure's visual impact further refines the selection and design of a
specific site. In addition, the facility must be compatible with existing and
surrounding land uses, and must have a landlord who will negotiate and agree to
a mutually beneficial lease. Radio signals must travel in an unobstructed path
from the tower facility to the user; therefore, improper site location can negatively
influence and/or limit the quality of radio transmissions to and from a site. For this
reason, the height and location of each site is carefully selected and limited to a
specific area that will function with the least amount of obstacles.
Power levels emitted by the transmitters to be used at the proposed site are
considered to be low -powered. The Effective Radiated Power (ERP) is less than
100 watts for the site, which complies with FCC license requirements. An EMF
study is attached to meet Butte County requirements.
FCC regulation of radio transmissions mandates that the proposed facility shall
not interfere with surrounding properties or their uses. The FCC has determined
that the power levels emitted by wireless communications facilities (less than an
average light bulb - 100 watts) is well below the minimum safety standards
established for continuous exposure to Electro -Magnetic Fields (EMF). The
extremely low output of power from the proposed facility, in conjunction with
FCC regulation, will ensure there is no interference with surrounding properties'
electronic equipment, 2 -way radio transmissions, computers, satellite antennas,
televisions and telephone transmissions. Further, negative health effects will not
result from emission of signals from the antennas on the tower. The FCC has
conducted numerous studies that reveal telecommunications facilities do not
cause harmful health effects for humans and has categorically excluded
licensed wireless carriers from causing exposure in excess of FCC guideline limits.
3
IV. Butte County Application Requirements
(e) Application requirements. At a minimum each application for a facility permit shall
include the following:
(1) Application Materials. All application materials generally contained in the
submittal requirements for the type of permit required. Incomplete
applications shall not be accepted.
Response: See the following sections.
(2) Statement of Justification.
a. Description of the proposed facility, including the type of facility being
requested.
Response: The existing facility is a 130 -foot tall guyed -lattice tower owned
by T -Mobile. The current user of the tower is T -Mobile. T -Mobile
also maintains ground equipment within a fenced compound at
the base of the tower. T -Mobile's facilities were previously
approved by the Butte County Development Services
Department.
Clearwire will install initially four (4) 3' panel antennas and four (4)
2' diameter microwave dishes in a tightly clustered "array". The
panel antennas will be centered at the 113' level of the tower, the
microwave dishes just below at approximately 110'.
b. Height from natural grade to the top of the proposed facility.
Response: The existing tower is 130 feet in height. The tops of the highest -
mounted existing antennas are at roughly 140''. Clearwire
antennas will be installed between the 109' and 114.5' levels of the
tower as depicted in the attached plan drawings.
c. Support equipment proposed.
Response: The proposal is to collocate on the existing 130-foot.guyed
tower and, within a 49 square -foot leased area inside the
existing compound to house electronic equipment on a raised
platform atop an existing concrete pad. The specific proposal
- as shown on the attached drawings - is as follows:
• Equipment to be installed on tower:
• Four (4) panel antennas (3' length, 7" width, 8" depth)
at azimuths of 0, 90, 180, and 270 degrees. Provision for
one future panel antenna unit is also requested.
• Four (4) microwave dish antennas at the following
azimuths: 18, 89, 131, and 268 degrees.
11
One BTS (Base Transmitter Station) unit (19.3" length, 11.3"
width, 5.1 " depth) is attached behind each panel antenna.
The panel antennas are connected to the BTS units via a'/2"
coaxial cable. The BTS units are attached to the ground
equipment via 5/16" Ethernet cables. Microwaves are
connected to the ground equipment via 7/8" coaxial cables.
These are connected to the ground equipment via Ethernet
cables. All cables are routed down the tower from the
antennas and to the equipment cabinet via a cable bridge
(see drawings.)
d. RFR/EMF and wattage output date including the number of channels.
Response: See attached EMF information. Power levels emitted by the
transmitters to be used at the proposed site are considered to be low -
powered. The Effective Radiated Power (ERP) is less than 100 watts for the
site, which complies with FCC license requirements.
e. Horizontal and vertical location coordinates.
Response: 39 degrees, 44', 45.5"N, 121 degrees, 52', 56.1 "W, 167 ft AMSL at base,
275 ft to 281.5 ft AMSL equipment, 297 ft AMSL top of existing tower.
(3) Elevations. Proposed elevations of the structure and any accessory buildings,
including building height and other physical dimension, drawn to graphic scale.
Response: See attached drawings pages A-2 and A-3.
(4) Visual Impact Assessment. Visual impact assessment, photo montages, mock-ups as
determined by the director of Development Services or Planning Commission. The
assessment shall identity any proposed trimming of vegetation that will be required
for the normal operation of the facility. Stealth technology is encouraged.
Response: Attached are photos of the existing site as well as a photo simulation of
the site with the Clearwire equipment in place. No significant vegetation
exists around the site that needs to be removed or trimmed. Ground
equipment will be hidden from view from East Avenue by a garage. All
development will occur within the confines of the existing compound.
(5) Alternative Site Discussion. A discussion of and support information regarding the
alternative site selection of at least a minimum of three (3) or four (4) other sites, if
available, including collocation opportunities, and a statement as to why these
alternative sites and/or collocation opportunities were rejected.
Response: Not specifically applicable, as this is a collocation site.
(6) Service Area Map. A complete service area map showing the entire wireless
communications network of the provider twenty (20) miles in all directions from the
proposed site of the time period from the filing of an application to twelve (12)
months from the filing of the application, for the purpose of visually aiding cumulative
environmental analysis, with and without the proposed facility or facilities, showing all
hand -of sites within the above specified area.
Response: The proposed Clearwire Wireless network is not a cellular network and
does not "hand-off" signal to other sites. The attached map (Chico Area
Sites) shows all proposed sites within 20 miles of this site. This list is subject to
change. All sites are scheduled to be approved and built in 2006, pending
approval by the respective local governments. Twelve of 15 planned sites
are collocation sites. Two are "roof mounts" in areas lacking opportunities for
collocation on existing structures. One site is yet to be determined. As might
be gleaned from the following list of sites, several "search rings" have been
dropped altogether; the geographic area within them having been picked
up by antennas in nearby search rings.
• CHC001:
Roof mount in shopping center, East Avenue (Chico)
• CHC003:
Collocation on existing guyed tower at 4439 Hwy 32 (Butte County)
• CHC004:
Collocation on existing water tower at 236 Orient St (Chico)
• CHC005:
Collocation on existing lattice tower in Orland (Glenn County)
• CHC006:
Collocation on existing monopole in Corning (Corning)
• CHC007:
Collocation on existing guyed tower - Estes Road (Butte County)
• CHC008:
Collocation on existing monopole at 1298 Nord Avenue (Butte
County)
• CHC009:
Roof mount on Holiday Inn (Chico)
• CHCO10:
Collocation on existing lattice tower at 3415 Silverbell Road (Butte
County)
• CHCO11:
Collocation on existing lattice tower at 1110 West East Ave (Butte
County)
• CHC013:
Collocation on existing lattice tower on Elk Lane (Paradise)
• CHC015:
Collocation on existing monopine tree pole (Paradise]
• CHCO16:
Uncertain location on Skyway (Paradise)
• CHC018:
Uncertain location (Paradise)
• CHC019:
Collocation on existing monopole at U -Lock -It storage (Chico)
(7) Search Ring. A graphic depiction of the search ring and all other technical criteria
used in determining the proposed facility location.
Response: See attached map (Search Ring). Clearwire search rings were based on
tower registration information from the FCC. Based in these, other search
rings were created. Unlike a typical cellular/PCS build, the engineers were
able to work with what was available in and around the search rings to
provide coverage.
(8) Failure Characteristics. Documentation which identified failure characteristics of the
facility structure or tower and demonstrates that the site and setbacks are of
adequate size to contain failing debris.
Response: A structural report is available showing the failure characteristics of the
tower and verifying that Clearwire's added equipment will be supported by
the tower.
(9) Visually Unobtrusive Development. Written evidence demonstrating that the
selected facility structure or tower design is as unobtrusive as possible, given
technical and engineering considerations, which indicate what type of faculty is
required to provide reasonably effective service and also the best technology
and/or construction available to maximally achieve visual unobtrusiveness. The use
of best available technology and/or construction to maximally achieve visual
unobtrusiveness is mandatory.
Response: Clearwire proposes to use only a total of four (4) panel antennas (3 feet in
height), four (4) microwave dishes (2 -foot diameter), and four (4) BTS units
(19.3" length, 11.3" width, 5.1" depth). The antennas will be mounted in a
manner consistent with the existing Ubiquitel antenna array already on the
tower. The BTS units will to be installed behind the panel antennas to lessen
the visual impact of the equipment. The ground equipment will be located
near the base of the tower, and will be minimally visible from any vantage
point external to the subject property.
(10) Common Carrier Facilities. Applicants which operate common carrier facilities
(specifically, but not limited to cellular, PC, SMR and paging service licensees of the
FCC) shall prove written evidence that he applicant has provided notice to all FCC
licensed wireless communication service carriers operating with the County of Butte
of the plans to develop this site.
Response: Not applicable. This site is already constructed (developed), and
Clearwire is seeking to collocate on the site.
(11) FCC License. Evidence of a current operating license or construction permit .from
the FCC or, if the applicant is not a wireless communications service provider, a user
operating agreement for each and every such provider to which the applicant
intends to rent space on the proposed facility.
Response: Evidence of Clearwire's right and obligation to operate wireless
broadband service in Butte County is attached.
(12) RF Report. A report, signed by a qualified radio frequency engineer licensed by the
FCC, prepared pursuant to FCC OET 65 stating whether the maximum radio
frequency radiation/electromagnetic radiation (RF/EMF) to be emitted by the
proposed facility, taking into account all other facilities, both existing and known
future facilities, at the proposed site and adjacent properties, conforms to the safety
standards adopted by the FCC, if applicable. The reports prepared for facilities shall
conform to the reporting requirements set by the county and FCC OET 65 human
exposure standards. The report shall also analyze the evidence provided in support
of the proposed facility location, height and radiated power, frequency, the number
of channels, and all other related data and present alternatives fore the location,
height and radiate power, pursuant to the requirements of this section. If the
proposed facility exceeds FCC OET 65 human exposure standards, applicant shall
also provide additional comprehensive technical and planning information
regarding how the applicant shall protect all persons from such excessive exposure
consistent with all federal and state requirements, and any additional county
requirements.
Response: See attached information
(13) Landscaping and Painting Plans. Landscaping and painting plans for the
completed project.
7
•
Response: No landscaping is proposed as part of this project. The entire project is
within the confines of an existing facility on railroad property. Equipment
mounted on the tower is to be a non -reflective neutral color. Ground
equipment will be within an existing fenced compound.
(14) Projects in Agriculture Zones. Projects in agricultural zones (A-5 through A-160) shall,
prior to submitting an application for a proposed facility, submit a site plan of the
proposed facility to the Butte County Agricultural Commissioner for comment and
send a notification letter to all aerial agricultural applicators registered in the county
informing them of the proposed site location and tower height. No hearing on an
application for a proposed facility in any agricultural zone will be scheduled, nor shall
any administrative permit for any such facility be issued without proof that the Butte
County Agricultural Commissioner, and all agricultural applicators registered in the
county have been notified, as specified herein.
Response: The property is within an Agricultural zone (A-5). A letter (attached) will
be mailed to the County agricultural commissioner, along with a set of plans, if the
applicant is directed to do so by the Development Services Department. The
applicant contacted the Agriculture Commissioner during preparation of this
application, and was informed that such project notification typically occurs
following submittal of a formal application to the County.
(13) Comprehensive Airport Land Use Plan or Airport Area of Influence. All applications
for facilities that are proposed to be located within the boundaries of any
comprehensive airport land use plan or airport area of influence, as adopted or
designated from time to time by the Butte County Airport Land Use Commission, shall
be submitted to the department of development services, planning division, and a
copy submitted to the Butte County Airport Land Use commission for review
regarding consistency with adopted comprehensive airport land use plans and for
recommendations addressing potential impacts to air navigation within the airport
area of influence.
Response: Not applicable. Not in such an airport impact area or airport area of
influence.
(16) Independent Consultant Review. The county may in its sole discretion retain an
independent consultant to review either individual elements of or the entire
application and advise the county at the applicant's sole expense.
Response: Applicant acknowledges this section, but requests prior notification before
such an action is taken by the County.
(f) Development Criteria for Wireless Communications Facilities. The proposed
development needs to meet development criteria for collocations on existing
approved facilities. Additional facilities attached below the topmost existing facility
array, either on the same pole or tower, or a replacement pole or tower at the same
height, may be permitted subject to a minor use permit or a use permit and shall be
subject to the following criteria:
a. All equipment shelters, cabinets, or structures utilized or built in connection with
the facilities shall be located within the building being utilized for the facility, or on
• 0
the ground outside of any setback area or required vehicle parking space, or on
the roof, if visually screened.
Response: The equipment is to be located within the existing compound and not
in any required vehicle parking space.
b. Additional facilities shall not extend out horizontally from the pole more than the
widest existing projection. The use of proximity designs is encouraged.
Response: Clearwire antennas will project horizontally from the guyed tower less
than 3 -feet. Some existing antennas on the tower extend outward more
than 3 -feet.
c. The antennas and pole shall be painted to match the color of the existing
antennas and pole or tower, or shall be painted and constructed to blend with
the prevalent architecture or natural features existing on the subject site, as
determined by the director of development services.
Response: The antennas areroposed to be a neutral color that will blend with
the color of the tower
(3) Collocations on existing approved facilities. Additional facilities attached below the
topmost existing facility array, either on the same pole or tower, or a replacement
pole or tower at the same height, may be permitted subject to a minor use permit or
a use permit and shall be subject to the following criteria:
a. All equipment shelters, cabinets, or structures utilized or built in connection with
the facilities shall be located within the building being utilized for the facility, or on
the ground outside of any setback area or required vehicle parking space, or on
the roof, if visually screened.
Response: Plans as submitted comply with these requirements.
b. Additional facilities shall not extend out horizontally from the pole more than the
widest existing projection. The use of proximity designs is encouraged.
Response: Planned antennas do not project out horizontally as far as some
existing antennas on the tower. The planned Clearwire antenna array is
tightly clustered.
c. The antennas and pole shall be painted to match the color of the existing
antennas and pole or tower, or shall be painted and constructed to blend with
the prevalent architecture or natural features existing on the subject site, as
determined by the director of development services.
Response: All equipment will be painted neutral colors to minimize visibility.
(g) General Standards.
(1) The minimum lot area for a facility shall be based on required setbacks.
E
• 0
Response: No new tower or project compound is proposed. The existing
compound meets the setback requirements.
(2) All facilities shall meet minimum setbacks.
Response: No new tower or project compound is proposed. The existing
compound meets the setback requirements.
(3) All facilities shall be designed for the minimum functional height required. The
height of a facility shall be measured from the natural, undisturbed ground surface
below the center of the base of said monopole or tower to the top of the monopole
or tower itself, or if, higher, the tip of the highest antenna or piece of equipment
attached thereto. The use of best available technology and/or construction to
achieve maximum visual unobtrusiveness is mandatory.
Response: Collocating on towers is a function of determining what heights on the
tower are available to lease and determining how well the site will cover
given the available tower height. The tower owner/operator provided the
designated levels on this tower after Clearwire determined the optimal tower
locations for mounting an array of antennas.
(4) The installation of any facility shall comply with all applicable building and
electrical codes. All facility operators shall submit certification from a registered
structural engineer to the building division that all associated monopoles and towers
in excess of thirty (30) feet in height will withstand sustained winds as required by the
Uniform Building Code.
Response: A detailed structural analysis will be submitted with or prior to the
building permit application as required.
(5) No advertising or display is permitted on any facility.
Response: No advertising or display is proposed.
(6) The placement of any antenna shall not adversely affect any on-site sewage
disposal system or its repair area without written approval from the division of
environmental health.
Response: The project will not have any effect on a sewage disposal system.
(7) The installation of the facility shall not violate any existing deed restrictions.
Response: No deed restrictions are violated. A copy of the title report can be
made available from the applicant upon request of the County.
(8) All facilities shall have a twelve (12) foot wide all-weather access to a publicly
maintained road capable of supporting a forty thousand (40,000) pound fire
apparatus with fifteen (15) feet of vertical clearance.
Response: Clearwire intends to utilize the same, existing all-weather access as
approved for the wireless carrier whose antennas are currently on the tower.
10
(9) There shall be no outdoor vehicle or equipment storage except for emergency
purposes.
Response: No outdoor storage is proposed.
(10) All facilities must meet standards and regulations of the FAA, the FCC, and any
other state and/or federal agency with the authority to regulate such facilities.
Response: Clearwire understands and acknowledges this provision of the Butte
County Code
(11) No facility or combination of facilities shall generate, at any time,
electromagnetic frequency radiation (EMF) or radio frequency radiation (RF) in
excess of the FCC adopted standards for human exposure, as amended over time.
Response: See attached RF/EMF information.
(12) If it is found that facilities are or will be detrimental to the health, safety, or
welfare of persons working or residing near such facilities, then the service provider(s)
and property owner shall be jointly and solely responsible for the removal,
adjustment, or replacement of the facilities. In no case shall a facility remain in
operation if it is found to create a hazard to health, safety, and welfare. A facility
shall not be found to create a hazard to health, safety, or welfare as a result of EMF
or RF emissions from the facility so long as it meets all current standards established;
by the FCC, pursuant to the FCC QET 65. Prior to issuance of the building permit for
the installation of every facility, the applicant shall post a performance security in an
amount and form determined by the director of development services that is
sufficient to cover the cost of a one-time test by a radio frequency consultant
selected by the county, sufficient to determine whether the facility's RF/EMF emissions
comply with FCC standards. If the Facility's emissions are determined to exceed FCC
standards, the applicant is required to pay for such other tests and other corrective
measures as are necessary to establish compliance with FCC OET 65 and its
successors and such noncompliance shall constitute sufficient grounds to commence
a permit revocation hearing which may lead to permit revocation. The applicant
shall cooperate in all respects with the county's consultant to assist the consultant to
reach his/her conclusion.
Response: Clearwire facilities meet the FCC guidelines.
(13) Abandoned Facilities. All facilities that are not in continual use for a period of six
(6) months shall be considered abandoned. The applicant shall post a performance
security in an amount and form determined by the director of development services
that is sufficient to cover the cost of removal of the facility in the event that such
facility is abandoned, or if the permit has been terminated for violation of its
conditions by the county after hearing, or has expired, and after notice has been
given to the owner/operator by the county, no application for renewal has been
filed.
Response: Clearwire understands the 6 -month abandonment provision, and shall
comply with the provision that abandoned equipment be removed if not used.
In fact, prudent financial management dictates that usable equipment would be
moved elsewhere were the site abandoned by Clearwire, rather than let it sit idle.
11
•
Likewise, paying rent after abandoning a site would be economic folly. Under
these circumstances, Clearwire requests a waiver of the bond requirement,
contending that the requirement would be unnecessary to achieve the County's
goals, and would tie up precious capital for Clearwire.
(14) New towers within 1,000 feet of each other.
Response: Not applicable. 'This is an application for collocation on an existing
tower.
(15) Prohibited locations.
Response: Not applicable. This site is not in a restricted area.
(16)AII ground level support facilities shall be painted and/or screened from view with
adequate landscaping appropriate to the surrounding environment. All
aesthetic treatments, including landscaping shall be maintained as approved for
the life of the facility.
Response: The planned ground equipment and antennas will be painted to
blend with other on-site facilities.
117)Limiting the duration of a permit.
Response: Clearwire requests a minimum 10 -year duration for the Conditional
Use Permit.
(18)Encroachment of facilities.
Response: The proposed facility does not encroach into, under, over, above, or
upon any public street in the unincorporated area of the county.
(19)Annual written verification. The owner/operator of each facility shall annually
submit a written verification, attested to under penalty of perjury, signed by both
the owner/operator and an FCC licensee in the employ of or retained by
owner/operator, that the radio frequency radiation/electromagnetic frequency
(RF/EMF) emitted by a facility conforms to safety standards set forth in FCCOET 65.
The reports prepared for facilities shall conform to reporting requirements set by
the FCC and the County.
Response: Clearwire Wireless acknowledges that the owner/operator of the
telecommunication facility is required to submit an annual report to the County,
and that the owner/operator may solicit from Clearwire an annual certification
regarding RF emissions and compliance with FCC safety standards.
(19)Traffic Impacts.
Response: The construction of this facility will take approximately a week with a
few vehicle trips per day. After the initial construction period, the site will
be visited periodically, typically once per month.
12
•
•
(20)Development Schedule. Applicants may be required to submit a development
schedule if the director of development services determines that nearby property
owners may be inconvenienced during construction.
Response: Clearwire will gladly submit a schedule with the building permit
application.
(21)Securing facility.
Response: The facility is secured at the fence line, and, as with all railroad
property, is guarded by railroad security.
(22)Neither the applicant, nor any agent nor representative of the applicant shall
intentionally omit or misrepresent any material fact in connection with the
application. Any alleged material misrepresentation shall constitute grounds for
the director of development services to commence a revocation hearing, ad, if
proven to exist, shall constitute sufficient grounds to revoke a permit.
Response: The applicant acknowledges that the proposed project has been
accurately described in this narrative and accurately represented in the
application materials.
13
0 •
Primary and Secondary Search Ring/Alternate Site Selection Map
14
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Map of Service Area
The approximate coverage area within 20 miles of this site is shown below.
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WUTTE COUNTY RECEI19
7 County Center Drive
Oroville, CA 75965
Depaded ices
Phone (530) 538-71381 Fax (530) 538-2140
Project Number: UP06-0022
Site Address: 1110 W EAST AVE CHICO, CA
Site Apn: 042-070-197
Applicant: Clearwire LLC
381 South Lexington Dr. Suite Folsom, CA 95630
Description: Colocation of existing tower
Fee Description
Publishing Fee Chico ER
Total Fees Paid:
Date Paid: 1/3/2007
Paid By: Clearwire LLC
Pay Method: Check 54145
Receipt Number: P274
Received By: DEL
Account Number
Printed': 1/3/2007
5:12 pm
0
Fee Amount
0010-440001-4210900-1010 $110.90 `-,
$110.90
2 1 6-7POO
-wirehn� broadban4
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�� Check Number 12,
.L'?T X,Dates i
-'06054'145:
29 DEC -06:z
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DECLARATION OF FEES DUE
(California Fish and Game Code Section 711.4)
NAME AND ADDRESS OF APPLICANT
Clearwire LLC 0 L
381 South Lexington Dr. Suite
Folsom, CA956300
DEC 1 36
CANDACE J. GRUBBS, BUTTE CO. CLERK
DEPUTY
FILING NO.
Project Title/File Number: USE PERMIT, UP06-0022
APN: 042-070-197
CLASSIFICATION OF ENVIRONMENTAL DOCUMENT:
1. NOTICE OF EXEMPTION/STATEMENT OF EXEMPTION
(X) A. Statutorily or Categorically Exempt
$36.00 Clerk's Documentary Handling Fee
( ) B. De Minimis Impact - Certificate of Fee Exemption
$36.00 Clerk's Documentary Handling Fee
2. NOTICE OF DETERMINATION - FEE REQUIRED
( ) A. Negative Declaration
$1,250 State Filing Fee
$36.00 Clerk's Documentary Handling Fee
( ) B. Environmental Impact Report
$850 State Filing Fee
$36.00 Clerk's Documentary Handling Fee
3. ( )
OTHER (Specify)
$36.00 Clerk's Documentary Handling Fee
PAYMENT / NON-PAYMENT OF FEES:
1. (X) PAYMENT: The above fees have been paid.
See attached receipt(s) # 456687 & 456688
2. ( ) NON-PAYMENT: The above fees are required. Not paid.
Chief Plannine Official
By: Tim Snellings, Development Services
Title: Director
Lead Agency: Butte County Department of
Development Services
Date: December 12, 2006
TWO COPIES OF THIS FORM MUST BE COMPLETED AND SUBMITTED WITH ALL ENVIRONMENTAL DOCUMENTS FILED WITH THE
BUTTE COUNTY CLERK'S OFFICE.
THREE COPIES OF ALL NECESSARY DOCUMENTATION ARE REQUIRED FOR FILING.
ALL APPLICABLE FEES ARE DUE AND PAYABLE PRIOR TO THE FILING OF ANY ENVIRONMENTAL DOCUMENT WITH THE BUTTE
COUNTY CLERK'S OFFICE. MAKE CHECKS PAYABLE TO THE COUNTY OF BUTTE.
APPENDIX A
il
i�
NOTICE OF EXEMPTION
Office of Planning and Research
1400 Tenth Street, Room 121
Sacramento, CA 95814
X County Clerk
County of Butte
25 County Center Drive
Oroville, CA 95965
Project Title: USE PERMIT, UP06-0022
Assessor's Parcel No.: 042-070-197
ApplicantClearwire LLC
381 South Lexington Dr. Suite
Folsom, CA95630
FROM: Butte County Planning Division
7 County Center Drive
Oroville, CA 95965
Project Location -Specific: 1110 W EAST AVECHICO, CA
Project Location -City: Project Location -County: Butte
Description of Nature, Purpose and Beneficiaries of Project: Use Permit to collocate five panel antennas
and four microwave dishes at the 113' height on an existing 130' lattice tower. Additionally, ground equipment
including radio cabinet & GPS antenna within the existing compound
Name of Person or Agency Approving Project: Butte County Planning Commission or Butte County Board
of Supervisors
Exempt Status: (Check One)
Ministerial (Sec. 15073)
Declared Emergency [Sec. 15071(a)]
_ Emergency Project [Sec. 15071 (b) and (c)]
X Categorical Exemption. State type and section number: 15311
Statutorily Exempt — 15274(a)
Reasons why project is exempt: Section 15311 consists of construction of minor structures accessory
(appurtenant) to existing facilities. Antennas placed on an existing communications lattice tower are
considered to be accessory structures;
Contact Person: Chris Tolley Telephone: (530) 538-7601
If filed by applicant:
1. Attach certified document of exemption finding.
2. Has a notice of exemption been filed by the public agency approving the project?
Yes No
Date Received For Filing:
r
arles istlethwaite, Development Services
Planning Manager
05M92-022: KAR04 A lWo' IER; DET 07-01
G42-070-197; CLLEARWRE; UP 07-06
+42-070-197; C:LEARWRE; UP 07-011
N00j*40E -CLERK'S FILING FE GENL 0010
(.$38) Project Number
0510-092-022; KAPStkl Y4AGNER; DET 07-01
042-070-197: CLEr9FWRE; UP 07-05
042-07()-197; CLEARWRE; UP 07-06 7uQo�- �'�'a•
AGRICUL T URE AG FEE 0010
Proieci Number _
05"92-022; KAREr�l'fVF\G1dER; DET 07-01
042-070-157; CLEAWIRE; UP 07-06
042-070-i-97; CLEAR0ARE; UP 07 -OE,
$
.4.00
$
119.04
$
227 96
470001
46123.19 3179009
I
$
36.00 ,
$
12.36
COUNTY OF SL• t I _
23.65
<<Fs: lri1
i AUDITOR'S CERWICATE AND TREASURE -R'S RECEIPT
Amount of Fee
�}
OROVILLE, CA
$
11 15
t
21.35
ATR NO
97776
I.
RECEIVED FROP9 PLANNING
BAG =.
:330
DAT]-=
FUND
FUND DEPT
ACCT CASH
DESCRIP T ION TITLE
CODE CODE
CODE CODE
AMIOUNT
lDEPOSITDA ►*E: 31!7 --
—
RECEIVED ON: 8116
RECEIPTS: 4596p6- 464303
PLANNING NING AFPL FEES GENL
t3C110 44(W1
4210900 'i01001
4,235.00
Project Number
Amount of Fee
059-092-;122; KAREN Y,AGNER-, DET 07-01
$ 1,213.00
042-070-197: CLEkPNiRE; UP 07 -Oft-
$ 1,098 88
1 042-070-197; CILE,%R�FlFeE; UP C17-05
$ i,P,51 14
I 085-i9&032, 033; BARB.AR.A i�LI 9INO; LLA 00-25
i
$ 5200
LAND DEVELOPMENT GEMIL
0,010 4.4OW14
.1.611703 101001
781+3.01
Project Dumber
I
Anount of Fee
054092-022: KAREN WAGNER; DE T 07-01
$ 621.00
042-070-197; CIEARWRE; LIP 07-03
$ 56.80
042-070-1@7: CL.EARdhIPE: UP 07-06
$ i0840
EWRONMENTAL HLTH PH F-liND
W21 5419013
4614501 909001
479.Mt
Project Number
Amount -of Fee
059-092-022; KAREN 01AGNER; DET 07-01
$ 47900
FIFE PLNG APPL FEE FIRE PROTECT 0100 -1DW!1
4617240 'I0/00i
401.00
Project Number
Amount of Fea
05M92-022: KAR04 A lWo' IER; DET 07-01
G42-070-197; CLLEARWRE; UP 07-06
+42-070-197; C:LEARWRE; UP 07-011
N00j*40E -CLERK'S FILING FE GENL 0010
(.$38) Project Number
0510-092-022; KAPStkl Y4AGNER; DET 07-01
042-070-197: CLEr9FWRE; UP 07-05
042-07()-197; CLEARWRE; UP 07-06 7uQo�- �'�'a•
AGRICUL T URE AG FEE 0010
Proieci Number _
05"92-022; KAREr�l'fVF\G1dER; DET 07-01
042-070-157; CLEAWIRE; UP 07-06
042-070-i-97; CLEAR0ARE; UP 07 -OE,
$
.4.00
$
119.04
$
227 96
470001
46123.19 3179009
Amount of Fee
$
36.00 ,
$
12.36
$
23.65
<<Fs: lri1
4912200 ia10D1
Amount of Fee
$
32��50
$
11 15
$
21.35
72.00
615.00
TOTAL 5,039.00
f (�' 1>
1 ea
� APPROVEL? BY: vECcIVe=B BY:
AUDI T OR-COI'dTt9OLLERi TREASURER
i
I
COUNTY OF BUTTE
OFFICE OF PLANNING DEPARTMENT
7 COUNTY CENTER DRIVE
OROVILLE, CALIFORNIA 95965-3397
RETURN SERVICE REQUESTED
GN
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IL
012HI6205578
$00-371
11/13/2006
= Mailed From 95965
US POSTAGE
PUBLIC
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STANDLEY PATRICIA A
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HEARING
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CHICO CA 95926
NOTICE
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STANDLEYIPATTYEA
2952 PENNYROYAL OR
CHTCO CA 9592e-4102
RETURN TO SENDER
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PROJECT COORDINATION FORM
DATE of IDR: September 27, 2006
PLANNER: Chris Tolley
PROJ. NAME: Clearwire LLC
PROJ. NUMBER: UP 07-06
TYPE: Project Evaluation and
Completeness of Application
APN: 042-070-197
DEPARTMENT
PLANNING
PUBLIC WORKS
k'o ("Z) ,, r,,�
COMMENTS
READY FOR HEARING?
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ENVIRONMENTAL HEALTH
V/,
COUNTY COUNSEL
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BUILDING
ASSESSOR V, " 15f ve-S
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K:/IDR Agendas/Project Coordination Form.doc
PROJECT COORDINATION FORM
DATE of IDR: T Z?
PLANNER: 6.1Tb 1
PROJ. NAME:
PROJ. NUMBER: (AP_06
TYPE: Gd GGGG`fn
APN: dq 2 - D 7v
DEPARTMENT COMMENTS
PLANNING
PUBLIC WORKS 60mw,1C-71gT?
ENVIRONMENTAL HEALTH GGra,.,, 6AA rl
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READY FOR HEARING?
K:\Planning\IDR Agenda\2006 IDR Agendas\PROJECT COORDINATION FORM.doc
COUNTY OF BUTTE
OFFICE OF PLANNING DEPARTMENT
7 COUNTY CENTER DRIVE
OROVILLE, CALIFORNIA 95965-3397
to -0
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PUBLIC
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NOTICE
012H16205578
$00.371
11/13/2006
Mailed From 95965
US POSTAGE
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BC: 95965339799 *2472-13011-18-28
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Butte County DejOrtment of Development �f
Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 95965
(530) 538-7601 Telephone
(530) 538-7785 Facsimile
September 22, 2006
To: Inter -Departmental Review Committee
Subject: Evaluation and Completeness of Application
Applicant: Clearwire LLC,, UP 07-06
Planner: Chris Tolley
APN: 072-070-197
Location: on the north side of West East Ave., 1300' (0.25 miles) northeast of the Hwy.
32 - West East Ave. intersection (1110 West East Ave., Chico)
30 -Day Complete 10/6/2006
Date of IDR 9/27/2006
This application is being provided to you for comments. Please see attached documents. A hard copy of
the application, including maps, has been sent to Environmental Health, Building Manager, LAFCo,
Agricultural Commission, Public Works, Assessor, and CDF. All Environmental Health correspondence
is routed through Karen Frederick at 7 County Center Drive. The purpose of this notice is to give you the
opportunity to comment on the completeness of this application electronically to the planner, so that
preparations can be made for the IDR meeting on 9/27/2006.
Do you find this application complete?
❑ NO. Please respond prior to or at the IDR meeting09/25/06, regarding completeness of
application. What is needed to make the application complete?
X YES. My Department's conditions and/or mitigation measures are attached or will be provided at
the IDR meeting. If conditions cannot be provided at or prior to the IDR meeting they must be
provided no more than 1 week after the meeting.
Standard Conditions are attached for your convenience.
(PLEASE SEND YOUR RESPONSE TO:
Signature: Darren Read
Date: 9/13/06
K:/Planning/Projects/A New File/IDR Memos/IDR Completeness
8/30/05
ctol leyctol ley@buttecounty.net).
Department: CDF
• BUTTE COUNTY •
STANDARD CONDITIONS FOR
USE PERMIT
APPLICANT
Clearwire LLC,
DATE:
9/7/2006
AGENT:
Epic Wireless/ David Wiltsee
APN:
072-070-197
FILE #:
UP 07-06
PLANNER:
Chris Tolley
PROJECT DESCRIPTION: Use Permit to collocate five panel antennas and four microwave
dishes at the 113' height on an existing 130' lattice tower. Additionally, ground equipment including
radio cabinet & GPS antenna within the existing compound.
Those items checked are conditions of approval.
PLEASE CONTACT THE BUTTE COUNTY FIRE DEPARTMENT FOR COMPLIANCE
WITH THE FOLLOWING CHECKED CONDITIONS:
J. FIRE CLEARANCE
❑ 1. Construction, installation or development of buildings and/or roads, driveways, gates and
bridges on parcels/lots shall comply with the latest California Fire Safe Regulations—Public
Resources Code 4290, 4291 and current Butte County Improvement Standards, whichever is
stricter.
❑ 2. Prior to construction, a pressurized community water system for fire protection is
required. Bonding may be allowed with the approval of the County Fire Chief. Average
required hydrant spacing is feet, hydrant size inches, and residual fire flow of
GPM. Fire hydrant identification, road reflectors or post reflectors acceptable to
the County Fire Chief shall be installed or bonded, prior to Parcel or Final map recordation.
Submit plans to the Fire Department for review and approval prior to construction.
❑ 3. Place a note on a separate document and recorded concurrently with the Parcel, Final map or
an additional map sheet stating that "Fire suppression sprinkler systems shall be installed in
all new residential dwellings in accordance with NFPA Standard 13D, unless a pressurized
community water system with hydrants that meet Fire Department specifications serves the
property." A note stating "Automatic Fire Sprinklers conforming to NFPA Standard 13D
required" is to be added to all affected building plans.
❑ 4. In lieu of hydrant installation, prior to recordation of the Parcel or Final map, payment shall
be made into the hydrant fund at the current rate per lineal foot of street frontage.
X 5. Prior to building construction, provide an all weather access of at least 10 feet wide and
vertical clearance of 15 feet that will allow for ingress and egress and accommodate a
40,000 -pound fire apparatus to within 150 feet of all structures.
❑ 6. Place a note on a separate document, which is to be recorded concurrently with the Parcel or
Final map, or on an additional map sheet stating, "Building identification and/or addresses
shall be installed in conformance with Public Resources Code 4290 and shall be posted at
the time of permit issuance and maintained continuously thereafter.
Butte County Department of Development
Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 95965
(530) 538-7601 Telephone
(530) 538-7785 Facsimile
September 22, 2006
To: Inter -Departmental Review Committee
Subject: Evaluation and Completeness of Application
Applicant: Clearwire LLC,, UP 07-06
Planner: Chris Tolley
APN: 072-070-197
Location: on the north side of West East Ave., 1300' (0.25 miles) northeast of the Hwy.
32 - West East Ave. intersection (1110 West East Ave., Chico)
30 -Day Complete 10/6/2006
Date of IDR 9/27/2006
This application is being provided to you for comments. Please see attached documents. A hard copy of
the application, including .maps, has been sent to Environmental Health, Building Manager, LAFCo,
Agricultural Commission, Public Works, Assessor, and CDF. All Environmental Health correspondence
is routed through Karen Frederick at 7 County Center Drive. The purpose of this notice is to give you the
opportunity to comment on the completeness of this application electronically to the planner, so that
preparations can be made for the IDR meeting on 9/27/2006.
Do you find this application complete?
X Yes. Conditions and/or mitigation measures are attached or will be provided at
the IDR meeting.
No apparent adverse agricultural issues, no other conditions or mitigating measures.
Signature: !Wert C. ?fill (Depot yAA. Commissioner
Department: Agriculture
Date: September 11, 2006
K:/Planning/Projects/A New File/IDR Memos/1DR Completeness
8/30/05
• • Page 1 of 1
Tolley, Chris
From: Bottenfield, Cliff
Sent: Friday, September 15, 2006 10:36 AM
To: Tolley, Chris
Subject: Use Permit
Applicant: Clearwire LLC
UP 07-06
Location: West East Ave.
APN 42-070-197
Good morning Chris, The EHD fines the application complete with no conditions.
WMIXIIIIII
Butte County Dertment of Development
Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 95965
(530) 538-7601 Telephone
(530) 538-7785 Facsimile
September 22, 2006
To: Inter -Departmental Review Committee
Subject: Evaluation and Completeness of Application
Applicant: Clearwire LLC,, UP 07-06
Planner: Chris Tolley
APN: 072-070-197
Location: on the north side of West East Ave., 1300' (0.25 miles) northeast of the Hwy.
32 - West East Ave. intersection (1110 West East Ave., Chico)
30 -Day Complete 10/6/2006
Date of IDR 9/27/2006
This application is being provided to you for comments. Please see attached documents. A hard copy of
the application, including maps, has been sent to Environmental Health, Building Manager, LAFCo,
Agricultural Commission, Public Works, Assessor, and CDF. All Environmental Health correspondence
is routed through Karen Frederick at 7 County Center Drive. The purpose of this notice is to give you the
opportunity to comment on the completeness of this application electronically to the planner, so that
preparations can be made for the IDR meeting on 9/27/2006.
Do you find this application complete?
❑ NO. Please respond prior to or at the IDR meeting09/25/06, regarding completeness of
application. What is needed to make the application complete?
® YES. My Department's conditions and/or mitigation measures are attached or will be provided at
the IDR meeting. If conditions cannot be provided at or prior to the IDR meeting they must be
provided no more than 1 week after the meeting.
Standard Conditions are attached for your convenience.
No. Comments
(PLEASE SEND YOUR RESPONSE TO:
Signature: Eric Schroth
Date: 9/15/06
ctolleyctolley@buttecounty.net).
Department: Public Works - County of Butte
KIPlanning/Projects/A New File/IDR Memos/IDR Completeness
8/30/05
Wednesday, August 16, 2006 Development Services
PLANNING DIVISION ver. 1.0 '.
i
Counte
r CPT
Payment Date 8/16/2006
Receipt Number 456688
Received From
Clearwire
ALUC
(Airport Land Use)
Public Works,
(Land Development)
Applicant
Clearwire
Application Number
UP 07-06
or In Reference To
Parcel Number
;042-070-197
Check Number/ 33189
Cash
Total..Received
Total Fees $2332.50
I!
DDS Planning
(General Fund)
$1,951.14
ALUC
(Airport Land Use)
Public Works,
(Land Development)
$108.40
Environmental Health
$0.00
$0.00
CDF (Fire Department)
$227.96
NOD / NOE
(Recording Fee)
$23.65
Aunt Minnie
$1, 500 or $2,000
$0.00
Planning Review /.EIR
$0.00
Fish/Game
$0.00
ALUC
(Airport Land Use)
$0.00
$0.00
Non Sufficient
Funds ($25.00 Fee)
Cell Tower
($2500.00)
$0.00
Public Sales / Copies $0.00
Other: $21.35
Wednesday, August 16, 2006 Development Services
PLANNING DIVISION ver. 1.0
Counte
r iCPT
FPayment Date 8/16/2006
Receipt Number X456687
Received From
'Clearwire i
•ALUC
(Airport Land Use).
Public Works
(Land Development)
Applicant
Clearwire LLC
j
Application Number
UP 07-06
or In Reference To
Parcel Number
!042-070-197
Check Number/
36269
Cash
Total�Received;
E:$,1,218.00
Total+ees-
$1 , 218.00
4fy
DDS Planning -
(General Fund)
$1,018.86 i
•ALUC
(Airport Land Use).
Public Works
(Land Development)
$56.60
Environmental Health
$0.00 i
i
$0.00
CDF (Fire Department)
$119.04
NOD / NOE
(Recording Fee)
$12.35
Aunt Minnie
$1, 500 or $2,000
$0.00 i
Planning Review / EIR
$0.00
Fish /Game
$0.00
•ALUC
(Airport Land Use).
$0.00
$0.00
Non Sufficient
Funds ($25.00 Fee)
Cell Tower
($2500.00)
$0.00
Public Sales /Copies $0.00 i
Other: $11.15
•
COUNTY OF BUTTE 4.56687
OFFICIAL RECEIPT
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I'-- / OFFICE OR DE ARTMENT ISSUING RECEIPT /6 _2V6
Received from
The Sum ofja/ 1�.�/ ca„�/�21Z
For -, v b
Received: �ya a7D —143
Received B Q'
CASH ❑
CHECK &3-
By
DAVCO BUSINESS FORMS • (530) 743-8511 Form 88887
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PROJECT DESCRIPTIONS
5508 LAKE WASHINGTON BLVD,
SUITE 300
KIRKLAND, WA 98033
PROJECT TEAM
DRIVING DIRECTIONS
–FROM FOLSOM, CA, TAKE BARTON ROAD NORTH
VICINITY MAP
DRAWING INDEX
'
CLEARWIRE (CW) PROPOSES TO APPEND AN EXISTING CELLULAR FACILITY BY THE
CONTENTS
ADDITION OF (8) ANTENNAS (FOUR (4) PANEL & FOUR (4) MICROWAVE) TO AN
EXISTING LATTICE TOWER WITH BTS EQUIPMENT MOUNTED DIRECTLY BEHIND THE
ANTENNAS AND A SITE SUPPORT CABINET NEAR THE BASE OF THE SAME TOWER.
TITLE SHEET AND GENERAL INFORMATION
SITE INFORMATION
PROJECT CONTACTS
SITE ADDRESS: 1110 W. EAST ROAD
ARCHITECT/ SAM LAMENDOLA
GENERAL NOTES
CHICO, CA 95926
ENGINEERING: MAX ENGINEERING, LLC
SITE PLAN
–TURN RIGHT (NORTHWEST) ONTO SR 65 (G STREET) AND
9000 SOUTHWEST FREEWAY
ENLARGED SITE PLAN AND SOUTH
ATC SITE#: CA–CHC011
SUITE #410
ELEVATION
–SR 65 BECOMES HWY 70, CONTINUE ON HWY 70 APPROX
HOUSTON, TX 77074
EQUIPMENT DETAILS
PARCEL NUMBER: 042-070-197
MOBILE: (717) 873-0466
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LATITUDE: 39' 44' 45.5" N
GENERAL CONTACT: DAVID WILTSEE
ANTENNA DETAILS
–EXIT INTO SR 149 AND GO APPROX. 4.6 MILES
EPIC WIRELESS GROUP
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381 SOUTH LEXINGTON DR.
GROUNDING PLAN AND DETAILS
LONGITUDE: 121' 52' 56.1" W
SUITE #103
–TURN LEFT (SOUTHWEST) ONTO EAST AVENUE AND GO
FOLSOM, CA 95630
LAT/LONG TYPE: NAD 83
PHONE: (530) 878-9117
dwiltsee®sbcglobol.net
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ELEVATION: 167' AMSL
SITE OWNER: T -MOBILE
CURRENT USE: MASONIC TEMPLE/
CONTACT: DIANE TARDIFF
TELECOMMUNICATIONS
PHONE: (425) 398-7550
FACILITY
V
PROPERTY OWNER: LELAND STANDFORD MASONIC
PROPOSED USE: TELECOMMUNICATIONS
TEMPLE ASSOCIATION
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FACILITY
P.O. BOX 784
CHICO. CA. 95927
POWER: PG & E
PHONE: (530) 342-7143
TELCO: AT&T
TE
BUTTE
COUNTY
JURISDICTION: BUTTE COUNTY
ZONING: A-5 AGRICULTURE
SEP 0 7 21 u6
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APPLICABLE CODE: 2001 CALIFORNIA BUILDING
STANDARDS CODE
DEVELOMAIL, NT
C)
SERVICES
CONSTRUCTION TYPE: V -N
OCCUPANCY TYPE: UNOCCUPIED
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PROJECT AREA: 49 SO. FT.
5508 LAKE WASHINGTON BLVD,
SUITE 300
KIRKLAND, WA 98033
PROJECT TEAM
DRIVING DIRECTIONS
–FROM FOLSOM, CA, TAKE BARTON ROAD NORTH
VICINITY MAP
DRAWING INDEX
'
SHEET
CONTENTS
–TURN LEFT (WEST) ON ROCKLIN ROAD
T-1
TITLE SHEET AND GENERAL INFORMATION
–TUNRN RIGHT (NORTH) ON SIERRA COLLEGE ROAD AND
TRAVEL NORTH APPROX. 7.9 MILES
G-1
GENERAL NOTES
–TURN LEFT (WEST) ONTO SR 193 AND DRIVE 3 MILES
A-1
SITE PLAN
–TURN RIGHT (NORTHWEST) ONTO SR 65 (G STREET) AND
A-2
ENLARGED SITE PLAN AND SOUTH
GO 20 MILES.
ELEVATION
–SR 65 BECOMES HWY 70, CONTINUE ON HWY 70 APPROX
A-3
EQUIPMENT DETAILS
37 MILES
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A-4
ANTENNA DETAILS
–EXIT INTO SR 149 AND GO APPROX. 4.6 MILES
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E-1
GROUNDING PLAN AND DETAILS
–MERGED INTO SR99, GO APPROX. 13 MILES.
–TURN LEFT (SOUTHWEST) ONTO EAST AVENUE AND GO
z
APPROX. 1.8 MILES .
–SITE IS A LATTICE TOWER AT CORNER OF NORD AVE. AND I
W. EAST AVE.
® MAX ENGINEERING, LLC . ®® To ® loMobile 0
9000 SW FREEWAY, Ste • 410
EPIC V/IRELEsS GROUP, INC.
Houston, Texas 77074 19807 N. CREEK PARKWAY N.
Phone (713) 773-2525 381 5. LEXINGTON DR.
SUITE #103 BOTHEL, WA 98011
Fax (713) 773-2558 FOi-SOM, CA 95630
At all new services & grounding trenches,
provide "WARNING' tope of 12" below
grod
j "CALL BEFORE YOU DIG'
1-800-227-2600
CALIFORNIA UNDERGROUND SERVICE ALERT NORTH
THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER
THAN THAT WHICH RELATES TO CLEARWIRE SERVICES IS
STRICTLY PROHIBITED.
UP C>(o
-
clearw"re°
5808 LAKE WASHINGTON BLVD HE
SUITE /300
KIRKLAND. WA 98033
MAX ENGINEERING, LLC
8000 8W FREEWAY. Ste • 41D
Houston, Texas 77074
Phone (713) 773-2626
Fax 1713) 773-2668'
EPIC WIRELESS GROUP. INC.
381 S. LEXINGTON DR.
SUITE /103
FOLSOM. CA 95630
TITLE SHEET AND
GENERAL INFORMATION
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REVISION 0
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GENERAL NOTES:
ABBREVIATIONS:
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clearw're°
5606 LAKE WASKNGTON BLVD NE
SUITE #300
KIRKLAND. WA 98033
MAX ENGINEERING, LLC
9000 SW FREEWAY, Ste • CD
Houston, Texas 77074
Phone 17131 773-2626
•
Fax (719) 773-2668
,641-1 _
EPIC WIRELESS OROLIP.
381 S. LEXINGTON DR.
SUITE #103
FOLSOM, CA 95630
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ADJ
ADJUSTABLE
1.
DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS
16. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING
&
AND
SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY,
IMPROVEMENTS, EASEMENTS, PAVING, CURBING. -ETC. DURING CONSTRUCTION. UPON
APPROX
APPROXIMATE
UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL
COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE
O
BTS
AT
BASE TRANSMISSION STATION
INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR, AND ANY REQUIREMENTS
OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY.
CAB
CABINET
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DEEMED NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS
W
CLG
CEILING
AND OWNER'S PROJECT MANUAL.
17. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE
CONIC
CONT
CONCRETE
CONTINUOUS
0
CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK.
DIA OR
DIAMETER
2.
THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE
CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR
DWG
DRAWING
WATER OR SEWER SERVICE.
OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT
EA
EACH
0
EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN
ELEC
ELEV
ELECTRICAL
ELEVATION
3.
THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITAT. (NO
ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER.SHALL BEAR THE
ED
EQUAL
HANDICAP ACCESS IS REQUIRED).
RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY
EQUIP
EQUIPMENT
CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S
EGB
- EQUIPMENT GROUND BAR
4.
INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND
PROPOSAL IN THE EVENT OF DISCREPANCIES 'THE CONTRACTOR SHALL PRICE THE
(E)
EXISTING
DRAWINGS PROVIDED, BY THE SITE OWNER. DRAWINGS WERE PREPARED FROM SITE
MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE.
EXT
EXTERIOR
SPECIFIC DETAILS AND STANDARDIZED DETAILS DEVELOPED BY CLEARWIRE, LLC.
FF
FINISHED FLOOR
STANDARDIZED DETAILS ARE TO BE CONFIRMED AND CORRELATED AT THE SITE BY
GA
GAUGE
THE CONTRACTOR. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
18. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO
GALV
GALVANIZED
MODIFICATIONS DUE TO FIELD CONDITIONS MUST BE SUBMITTED T0, AND
AVOID DISTURBING NORMAL BUSINESS.
GC
GENERAL CONTRACTOR
APPROVED BY, CLEARWIRE PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH
GRND
GROUND
CONSTRUCTION.
LG
LONG
19. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) IN CALIFORNIA FOR
MAX
MAXIMUM
UNDERGROUND UTILITY MARKOUT PRIOR TO CONSTRUCTION. 1-800-227-2600.
MECH
MECHANICAL
.MFR
MANUFACTURER
5.
CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE
w
MGB
MASTER GROUND BAR
CONSTRUCTION OPERATION.
MIN
MINIMUM
MTL
METAL
6.
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND
NIC
NOT IN CONTRACT
NOT SCALE
INSPECTIONS REQUIRED FOR CONSTRUCTION.
NTS
OC
ON CENTER
E
OPP
OPPOSITE
7.
CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY
PCS
PERSONAL COMMUNICATION SYSTEM
BASIS.
SF
SQUARE FOOT
SHT
SHEET
SIM
SIMILAR
8.
PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB
SS
STAINLESS ,STEEL
SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED
STL
STEEL
PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE
TOC
TOP OF CONCRETE
CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELDCONDITIONS AND CONFIRM
TOM
TOP OF MASONRY
THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH
TYP
VIF
TYPICAL
VERIFY IN FIELD
CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO
LION
UNLESS OTHERWISE NOTED
THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING.
WWF
WELDED WIRE.FABRIC
W/
WITH
9.
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.
10.
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, AND PROCEDURES FOR
COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
11.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO
MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE
LOCAL CODES OR ORDINANCES TAKE PRECEDENCE.
12•
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.
13.
THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT
t
TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE.
14.
SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE
MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR
PROJECT SITE.
15.
CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT
LESS THAN 2-A OR 2-A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF
PROJECT AREA DURING CONSTRUCTION.
D
clearw're°
5606 LAKE WASKNGTON BLVD NE
SUITE #300
KIRKLAND. WA 98033
MAX ENGINEERING, LLC
9000 SW FREEWAY, Ste • CD
Houston, Texas 77074
Phone 17131 773-2626
•
Fax (719) 773-2668
,641-1 _
EPIC WIRELESS OROLIP.
381 S. LEXINGTON DR.
SUITE #103
FOLSOM, CA 95630
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GENERAL NOTES
REVISION 1 0
ADJACENT ZONING
ZONE: AR—AGRICULTURAL
RESIDENTIAL
BUTTE COUNTY
ADJACENT ZONING
ZONE: A-5 AGRICULTURAL
BUTTE COUNTY
SITE PLAN
ZONE: AR -AG. RES. I I ZONE: AR -AG. RES. ZONE: AR -AG. RES. I I ZONE: R4
BUTTE COUNTY I I BUTTE COUNTYI BUTTE COUNTY I IRESIDENTIAL TOWNHOUSES I I
BUTTE COUNTYLij
I I
I — -- -- -- I -- -- ZONE: R4 I > I
I I RESIDENTIAL TOWNHOUSES I Q I
ZONE: AR -AG. RES. \ ZONE: AR -AG. RES. ZONE: AR -AG. RES. \ BUTTE COUNTY
BUTTE COUNTY BUTTE COUNTY BUTTE COUNTY
QI
W
ZONE: AR—AG. RES. I ZONE: AR—AG. RES. ZONE: AR—AG. RES. I ZONE: R4
— _ IRESIDENTIAL TOWNHOUSES BUTTE COUNTY — BUTTE COUNTY BUTTE COUNTY —
_ _ _ _ JBUTTE COUNTY
I
IPROPERTY LINE 656'—r
ZEXIST L LEGAL DESCPRIPTION: I +
+ LANDSCAPING? ALL THAT CERTAIN REAL PROPERTY I v
SITUATE IN THE STATE OF CAUFORNL4, �^,1
i.l CITY OF CHICO. DESCRIBED
n
AS FOLLOWS: W
z TAX PARCEL ID:I J
I ADJACENT ZONING
Di AWP 42. LOT 197. BLOCK 07
Z EXISTING W I ZONE: S—R-1/2 SUBURBAN RESIDENTIAL
o I BUTTE COUNTY
MASONIC
a cr
a EXISTING 130(1) T- TEMPLE
cm 0 C-4 cr(MOBILE LATTICE TOWER NIN I a SITE ENTRY
IL W/ PROPOSED - j ZONE: A-5 AGRICULTURAL
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(ANTENNAS BUTTE COUNTY
1
1 A II ADJACENT ZONING
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bI BUTTE COUNTY
EXIST.
ZPARKING I
EXISTING LOT 7 I
GARAGE
I 1
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PROPERTY UNE 666'
1
57'-7" 601'-T± \ \
\ \
A
LEASE AREA
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I LANDSCAPING
ADJACENT ZONING
ZONE: A-5 AGRICULTURAL \
BUTTE COUNTY
NORD AVE.
SCALE: 1" = 50'-0" (24x36 SIZE)
SCALE: 1" = 100'-0" (11x17 SIZE)
1
clear'w're°
5806 LAKE WASMNGTON BLVD NE
SUITE /300
KIRKLAND. WA 98033
MAX ENGINEERING, LLC
9000 SW FREEWAY. Ste •IID
Houston. Texaa 77074
Phone (718) 779-2525
Fax (719) 773-2668
E•C WIRELESS GRDUP.
381 S. LEXINGTON DR.
SURE /103
FOLSOM. CA 95630
A-1
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SITE PLAN
REVISION 0
EXISTING 4' /�
WIDE MAN /' +
GATE.
x— x— x— x— x�
�. EXISTING
L I COAX
. e _ SHROUD ` ' •.e
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EXISTING
UTILITY
H -FRAME
EXISTING EQUIPMENT
CABINETS (BY OTHEF
ENLARGED SITE PLAN
EXISTING 6' HIGH CHAIN-
LINK FENCE W/3 STRANDS
OF BARBED WIRE.
EXISTING 130'(1) T -MOBILE
LATTICE TOWER W/
PROPOSED CLFARWIRE 1
(4) SECTOR ANTENNA A-4
ARRAY & (4) MICROWAVE
ANTENNA. SEE NOTE BELOW
PROPOSED CLEARWIRE COAX 2'
CABLE CONDUR W/ SHROLIT
RUN ON CONC. SLAB.
PROPOSED CLEARWIRE e
CABINET ON EXISTING
CONCRETE SLAB A-3
T-0"
CLEARWIRE
AND ELEVATION
LEASE AREA
0
EXISTING FENCED AREA
NOTE:
LOCATE MW ANTENNAS
I I -I
1' MW DISH AZI O 16'
2' MW DISH AZI ® 89'
1' MW DISH AZI O 131'
2' MW DISH AZI ® 268'.
SEE DTL 6/A-4 FOR
ANTENNA ORIENTATION
SCALE: 1/4" = 1'-0" (24x36 SIZE) I I WEST ELEVATION
SCALE: 1/8" = 1'-0" (11x17 SIZE
EXISTING EQUIPMENT
EXISTING OMNI
ANTENNAS
EXISTING MW DISH
ANTENNA
EXISTING PANEL
ANTENNAS
PROPOSED CLEARWIRE (4) 16
SECTOR ANTElM ARRAY W/1.6
RMJRE, RC O 113' (t) 4
PROPOSED (4) CLEARWW t 6
MICROWAVE ANTENNAS O _4
110' (t)
EXISTING 130'(±)
T -MOBILE LATTICE
TOWER (DESIGNED BY
OTHERS)
• EXISTING FIR TREE
• EXISTING GARAGE (BEYOND
SITE)
PROPOSEDCLEARYYIRE e
CABINET ON EXISTING A_3
CONCRETE SLAB
NEW GPS ANTENNA MOUNTED e
ON EXISTING CONCRETE
SLAB E-1
EXISTING 6' HIGH CHAIN-
LINK FENCE WITH (3)
STRAND BARBED WIRE
EXISTING UTILITY
H -FRAME
EXISTING TOWER FOUNDATION
(DESIGNED BY OTHERS)
SCALE: 1/8" = 1'-0" (24x36 SIZE) 2
SCALE: 1/16" = 1'-0" (11x17 SIZE)
clearw0rel
5808 LAKE wASHENGTON BLVD NE
SUITE /300
KIRKLAND, WA 98033
MAX ENGINEERING, LLC
8000 SW FREEWAY, Ste • 410
Houston, Texaa 77074
Phone MM 773-2525
Fax 17131773-2568
0 .
EPIC WIRELESS GROUP. INC.
381 S. LEXINGTON DR.
SURE 1103
FOLSOM. CA 95630
W
ENLARGED SITE PLAN
AND ELEVATION
REVISION
0
0
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It
I *
EAST AV.E*./.T'MOB ILE
CA-CHC011
PROJECT DESCRIPTIONS
CLEARWIRE (CW) PROPOSES TO APPEND AN EXISTING CELLULAR FACILITY BY THE
ADDITION OF (8) ANTENNAS (FOUR (4) PANEL & FOUR (4) MICROWAVE) TO AN
EXISTING LATTICE TOWER WITH BTS EQUIPMENT MOUNTED DIRECTLY BEHIND THE
ANTENNAS AND A SITE SUPPORT CABINET NEAR THE BASE OF THE SAME TOWER.
SITE INFORMATION
PROJECT CONTACTS
SITE ADDRESS: 1110 W. EAST ROAD
ARCHITECT/ SAM LAMENDOLA
CHICO, CA 95926
ENGINEERING: MAX ENGINEERING, LLC
ELEVATION
9000 SOUTHWEST FREEWAY
ATC SITE#: CA—CHC011
SUITE #410
ANTENNA DETAILS
HOUSTON, TX 77074
PARCEL NUMBER: 042-070-197
MOBILE: (717) 873-0466
LATITUDE: 39' 44' 45.5" N
GENERAL CONTACT: DAVID WILTSEE
EPIC WIRELESS GROUP
381 SOUTH LEXINGTON DR.
LONGITUDE: 121' 52' 56.1" W
SUITE #103
FOLSOM, CA 95630
LAT/LONG TYPE: NAD 83
PHONE: (530) 878-9117
dwiltsee®sbcglobal.net
ELEVATION: 167' AMSL
SITE OWNER: T—MOBILE
CURRENT USE: MASONIC TEMPLE/
CONTACT: DIANE TARDIFF
TELECOMMUNICATIONS
PHONE: (425) 398-7550
FACILITY
z
PROPERTY OWNER: LELAND STANDFORD MASONIC
PROPOSED USE: TELECOMMUNICATIONS
TEMPLE ASSOCIATION
FACILITY
P.O. BOX 784
CHICO. CA. 95927
POWER: PG & E
PHONE: (530) 342-7143
TELCO: AT&T
BUTTE
COUNTY
JURISDICTION: BUTTE COUNTY
ZONING: A-5 AGRICULTURE
SEP U 7 2006
/ i3iJU
APPLICABLE CODE: 2001 CALIFORNIA BUILDING
STANDARDS CODE_
DEVELOPMENT
SERVICES
CONSTRUCTION TYPE: V -N
OCCUPANCY TYPE: UNOCCUPIED
PROJECT AREA: 49 SQ. FT.
5508 LAKE WASHINGTON BLVD
SUITE 300
KIRKLAND, WA 98033
VICINITY MAP
yam• .. �y�r U .. �
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SITE
DRIVING DIRECTIONS
j —FROM FOLSOM, CA, TAKE BARTON ROAD NORTH
I —TURN. LEFT (WEST) ON ROCKLIN ROAD
—TUNRN RIGHT (NORTH) ON SIERRA COLLEGE ROAD AND
TRAVEL NORTH APPROX. 7.9 MILES
—TURN LEFT (WEST) ONTO SR 193 AND DRIVE 3 MILES
—TURN RIGHT (NORTHWEST) ONTO SR 65 (G STREET) AND
i
GO 20 MILES.
' —SR 65 BECOMES HWY 70, CONTINUE ON HWY 70 APPROX
37 MILES
i
—EXIT INTO SR 149 AND GO APPROX. 4.6 MILES
—MERGED INTO SR99, GO APPROX. 13 MILES.
—TURN LEFT (SOUTHWEST) ONTO EAST AVENUE AND GO
APPROX. 1.8 MILES
—SITE IS A LATTICE TOWER AT CORNER OF NORD AVE. AND
W. EAST AVE.
t
PROJECT TEAM 1
f
® WMAX ENGINEERING, LLC ®m ® ®®®
ISI®b�l� °
T
9000 SW FREEWAY, Ste • 410
EPIC WIhELES5 GROUP, INC.
Houston, Texas 77074
Phone (713) 773-2525 381 S. LEXINGTON DR. 19807 N. CREEK PARKWAY N.
SUITE #103 BOTHEL, WA 98011
Fax (713) 773-2558 FOLSOM, CA 95630
CONTENTS
v
3
I I
GENERAL NOTES
DRIVING DIRECTIONS
j —FROM FOLSOM, CA, TAKE BARTON ROAD NORTH
I —TURN. LEFT (WEST) ON ROCKLIN ROAD
—TUNRN RIGHT (NORTH) ON SIERRA COLLEGE ROAD AND
TRAVEL NORTH APPROX. 7.9 MILES
—TURN LEFT (WEST) ONTO SR 193 AND DRIVE 3 MILES
—TURN RIGHT (NORTHWEST) ONTO SR 65 (G STREET) AND
i
GO 20 MILES.
' —SR 65 BECOMES HWY 70, CONTINUE ON HWY 70 APPROX
37 MILES
i
—EXIT INTO SR 149 AND GO APPROX. 4.6 MILES
—MERGED INTO SR99, GO APPROX. 13 MILES.
—TURN LEFT (SOUTHWEST) ONTO EAST AVENUE AND GO
APPROX. 1.8 MILES
—SITE IS A LATTICE TOWER AT CORNER OF NORD AVE. AND
W. EAST AVE.
t
PROJECT TEAM 1
f
® WMAX ENGINEERING, LLC ®m ® ®®®
ISI®b�l� °
T
9000 SW FREEWAY, Ste • 410
EPIC WIhELES5 GROUP, INC.
Houston, Texas 77074
Phone (713) 773-2525 381 S. LEXINGTON DR. 19807 N. CREEK PARKWAY N.
SUITE #103 BOTHEL, WA 98011
Fax (713) 773-2558 FOLSOM, CA 95630
SHEET
CONTENTS
T-1
TITLE SHEET AND GENERAL INFORMATION
G-1
GENERAL NOTES
A-1
SITE PLAN
A-2
ENLARGED SITE PLAN AND SOUTH
ELEVATION
A-3
EQUIPMENT DETAILS
A-4
ANTENNA DETAILS
E-1
GROUNDING PLAN AND DETAILS
DRAWING INDEX
SHEET
CONTENTS
T-1
TITLE SHEET AND GENERAL INFORMATION
G-1
GENERAL NOTES
A-1
SITE PLAN
A-2
ENLARGED SITE PLAN AND SOUTH
ELEVATION
A-3
EQUIPMENT DETAILS
A-4
ANTENNA DETAILS
E-1
GROUNDING PLAN AND DETAILS
At all new services & grounding trenches,
provide °WARNING" tape of 12" below
grad
�j "CALL BEFORE YOU DIG"
1-800-227-2600
CALIFORNIA UNDERGROUND SERVICE ALERT NORTH
THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER
THAN THAT WHICH RELATES TO CLEARWIRE SERVICES IS
STRICTLY PROHIBITED.
clearw're®
5808 LAKE WASHNGTON BLVD NE
SUITE 1300
KIRKLAND. WA 98033
MAX ENGINEERING, LLC
8000 SW FREEWAY, Ste • 410
Houston, Texas 77074
Phone 0131 775-2525
Fax 0191 773-2568
fl -
EPIC WIRELESS GROUP, INC.
381 S. LEXINGTON DR.
SUITE 1103
FOLSOM. CA 95630
T-.1
TITLE SHEET AND
GENERAL INFORMATION
REVISION 0
UDI
50
F�
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0
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T-.1
TITLE SHEET AND
GENERAL INFORMATION
REVISION 0
UDI
0
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0
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0
0
T-.1
TITLE SHEET AND
GENERAL INFORMATION
REVISION 0
GENERAL NOTES:. "
M
1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS
SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES 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 PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE
WATER OR SEWER SERVICE.
3. THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITAT. (NO
HANDICAP ACCESS IS REQUIRED).
4. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND
DRAWINGS PROVIDED BY THE SITE OWNER. DRAWINGS WERE PREPARED FROM SITE
SPECIFIC DETAILS AND STANDARDIZED DETAILS DEVELOPED BY CLEARWIRE, LLC.
STANDARDIZED DETAILS ARE TO BE CONFIRMED AND CORRELATED AT THE SITE -BY
THE CONTRACTOR. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
MODIFICATIONS DUE TO FIELD CONDITIONS MUST BE SUBMITTED T0, AND w
APPROVED BY, CLEARWIRE PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH
CONSTRUCTION.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE
CONSTRUCTION OPERATION.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND
INSPECTIONS REQUIRED FOR CONSTRUCTION.
7. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY
BASIS.
8. 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.
9. 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.
10. 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, AND PROCEDURES FOR
COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
11. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO
MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE
LOCAL CODES OR ORDINANCES TAKE PRECEDENCE.
12. 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.
13, THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT
TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE.
14. SEAL ALL PENETRATIONS THROUGH FIRE—RATED AREAS WITH U.L. LISTED OR FIRE
MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR
PROJECT SITE.
15. 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.
16. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING
IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON
COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE
OCCURRED'DUE TO- CONSTRUCTION ON OR ABOUT THE PROPERTY.
17. THE ARCHITECTS/ENGINEERS 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 THE
RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ ENGINEER OF ANY
CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S
PROPOSAL. IN THE EVENT OF DISCREPANCIES. THE CONTRACTOR SHALL PRICE THE
MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE.
18. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO
AVOID DISTURBING NORMAL BUSINESS.
19. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) IN CALIFORNIA FOR
UNDERGROUND UTILITY MARKOUT PRIOR TO CONSTRUCTION. 1-800-227-2600.
6
0
ABBREVIATIONS: -
ADJ
ADJUSTABLE
&
AND
APPROX
APPROXIMATE
p
AT
BTS
BASE TRANSMISSION STATION
CAB
CABINET
CLG
CEILING
CONC
CONCRETE
CONT
CONTINUOUS
DIA ORO
DIAMETER
DWG
DRAWING
EA
EACH
ELEC
ELECTRICAL
ELEV
ELEVATION
EO
EQUAL
EQUIP
EQUIPMENT
EGB
EQUIPMENT GROUND BAR -
(E)
EXISTING
EXT
EXTERIOR
FF
FINISHED FLOOR
GA
GAUGE
GALV
GALVANIZED
GC
GENERAL CONTRACTOR
GRND
GROUND
LG
LONG
MAX
MAXIMUM
MECH
MECHANICAL
MFR
MANUFACTURER
MGB
MASTER GROUND BAR
MIN
MINIMUM
MTL
METAL
NIC
NOT IN CONTRACT
NTS
NOT TO SCALE
OC
ON CENTER
OPP
OPPOSITE
PCS
PERSONAL COMMUNICATION SYSTEM
SF
SQUARE FOOT
SHT
SHEET
SIM
SIMILAR
SS
STAINLESS STEEL
STL
STEEL
TOC
TOP OF CONCRETE
TOM
TOP OF MASONRY
TYP
TYPICAL
VIF
VERIFY IN FIELD
LION
UNLESS OTHERWISE NOTED
WWF
WELDED WIRE FABRIC
W/
WITH
clearw're°
5808 LAKE WASHINGTON BLVD NE
SUITE /300
KIRKLAND. INA 98033
MAX ENGINEERING, LLC
0000 SW FREEWAY, Ste • IM
Houston, Texas 77074
Phone (71s) 778-2526
Fax (719) 775-2568
EPIC WIRELESS GROUP. INC
381 S. LEXINGTON DR.
SUITE /103
FOLSOM. CA 95630
G-1
GENERAL NOTES
REVISION 0
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SITE PLAN
ZONE: AR -AG. RES. I I ZONE: AR -AG. RES. ZONE: AR -AG. RES. I I ZONE: R4
BUTTE COUNTY I I BUTTE COUNTY. I BUTTE COUNTY I I RESIDENTIAL TOWNHOUSES I I
I BUTTE COUNTY I
ADJACENTZONIN
Z
ZONE:NE:AR-AGRICULTURAL I '
RESIDENTIAL - - -
BUTTE COUNTY ZONE: R4 >
I I
RESIDENTIAL TOWNHOUSES I Q I
RES. i ^ Y ` ?URES. I RZONE: AR -AG. ES. BUTTE COUNTY
BUTTE COUNTY TTE COUNTYBUTTE COUNTY
ADJACENT ZONING
ZONE: A-5 AGRICULTURAL
BUTTE COUNTY
LEASE AREA \
\
\ \
EXISTING \
I + ' LANDSCAPING
ADJACENT ZONING
ZONE: A-5 AGRICULTURAL \
BUTTE COUNTY,
NORD AVE.
SCALE: 1"= 50'-0" (24x36 SIZE)
SCALE: 1" = 100'-0" (11x17 SIZE)
clearw're°
58DB LAKE WASKNGTON BLVD NE
SUITE /300
KIRKLAND. WA 98033
MAX ENGINEERING, LLC
9000 SW FREEWAY, Ste • 00
Houston Texas 77074
Phone 17134) 773-2626
Fax (713) 773-2668
fl -
EPIC WIRELESS GROUP. INC.
381 S. LEXINGTON DR.
SUITE /103
FOLSOM, G 95630
Q
' ZONE: AR -AG. RES.
BUTTE COUNTY
I
ZONE: AR -AG. RES. i ZONE: AR -AG. RES. (ZONE: R4 `
BUTTE COUNTY BUTTE COUNTY IRESIDENTIAL TOWNHOUSES
LLI
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COUNTY
PROPERTY LINE 656'-7-
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EXIST LEGAL DESCPRIPTIOW
1 +
+1
LANDSCAPING ALL THAT CERTAIN REAL PROPERTY
"
0
SITUATE IN THE STATE OF CALIFORNIA,
eel
CITY OF CHICO, DESCRIBED
( n I
AS FOLLOWS:
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z
TAX PARCEL ID:
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MAP 42. LOT 197, BLOCK 07
or
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ZONE- S
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a
BUTTE COUNTY
H
'a
or
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DWI= 130' ) T-
W
TEMPLE ONIC
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NIN
l a SITE ENTRY
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N
j
ZONE: A-5 AGRICULTURAL
0
BUTTE COUNTY
- -
- - - - - - - -
(ANTENNAS
1
(
1 A
1
ADJACENT ZONING
EXIST.Z
ZONE: S -R-1/2 SUBURBAN RESIDENTIAL
BUTTE COUNTY
1
PARKING
EXISTING LOT7
1 I
o
I
GARAGE
1
I
z
1
1
N
- -
- - - - -
PROPERTY LINE 666' (+/-)
57'-7"
601'-8't
1 L
I
LEASE AREA \
\
\ \
EXISTING \
I + ' LANDSCAPING
ADJACENT ZONING
ZONE: A-5 AGRICULTURAL \
BUTTE COUNTY,
NORD AVE.
SCALE: 1"= 50'-0" (24x36 SIZE)
SCALE: 1" = 100'-0" (11x17 SIZE)
clearw're°
58DB LAKE WASKNGTON BLVD NE
SUITE /300
KIRKLAND. WA 98033
MAX ENGINEERING, LLC
9000 SW FREEWAY, Ste • 00
Houston Texas 77074
Phone 17134) 773-2626
Fax (713) 773-2668
fl -
EPIC WIRELESS GROUP. INC.
381 S. LEXINGTON DR.
SUITE /103
FOLSOM, G 95630
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EXISTING 4'
WIDE MAN �/ +
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x—x—x—x=x—
EXISTING
COAX
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SLAB
x
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EXISTING
UTILITY
H–FRAME - L
EXISTING EQUIPMENT
CABINETS (BY OTHERS)
LEASE AREA
ENLARGED SITE PLAN
EXISTING 6' HIGH CHAIN–
LINK FENCE W/3 STRANDS
OF BARBED WIRE.
EXISTING 130'(±) T–MOBILE
LATTICE TOWER W/
PROPOSED CLEARWIRE t
(4) SECTOR ANTENNA A-4
ARRAY & (4) MICROWAVE
ANTENNA. SEE NOTE BELOW
PROPOSED CLEARWIRE COAX2
CABLE CONDUIT W/ SHRDUT
RUN ON CONIC. SLAB. E-
PROPOSEDCLEA NG e
CABINET ON EXISTING
CONCRETE SLAB A-3
NOTE:
LOCATE MW ANTENNAS
1' MW DISH AZI O 16'
2' MW DISH AZI O 89'
1 -MW DISH AZI O 131•
2' MW DISH AZI O 265.
SEE DTL 6/A-4 FOR
ANTENNA ORIENTATION
SCALE: 1/4" = 1'-0" (24x36 SIZE) 11 I WEST ELEVATION
SCALE: 1/8" = 1'-0" (11x17 SIZE
EXISTING
EXISTING OMNI
ANTENNAS
EXISTING MW DISH
ANTENNA
EXISTING PANEL
ANTENNAS
PROPOSED CLEARWIRE (4) 1.6
SECTOR ANTENNA ARRAY W/1
FUTURE, RC O 113' (t) A-4
PROPOSED (4) CLEARWNtE t,6
MICROWAVE ANTENNAS O A-4
110' (f)
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51108 LAKE WASHINGTON BLVD NE
SURE /300
KIRKLAND. WA 98033
MAX ENGINEERING, LLC
8000 SW FREEWAY, Ste a 410
HoustoNL Teres 77074
Phone (713) 773-2626
Fax 17131773-2668
EPIC WIRELEBR GROUP, INC.
381 S. LEXINGTON DR
SUITE /103
FOLSOM, CA 95630
EXISTING FIR TREE
EXISTING GARAGE (BEYOND
SITE)
PROPOSED C=Xt0 RE 3
CABINET ON EXISTING A_3
CONCRETE SLAB
NEW GPS ANTENNA MOUNTED e
ON EXISTING CONCRETE
SLAB E-1
EXISTING 6' HIGH CHAIN-
LINK FENCE WITH (3)
STRAND BARBED WIRE
EXISTING UTILITY
H -FRAME
EXISTING TOWER FOUNDATION
(DESIGNED BY OTHERS)
SCALE: 1/8" = 1'-0" (24x36 SIZE) 12 I
SCALE: 1/16" = 1'-0" (11x17 SIZE
ENLARGED SITE PLAN
AND ELEVATION
REVISION
0
0
EXISTING 130'(±)
T–MOBILE LATTICE�.at�i
TOWER (DES1G1140–BY
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CABINET ON EXISTING A_3
CONCRETE SLAB
NEW GPS ANTENNA MOUNTED e
ON EXISTING CONCRETE
SLAB E-1
EXISTING 6' HIGH CHAIN-
LINK FENCE WITH (3)
STRAND BARBED WIRE
EXISTING UTILITY
H -FRAME
EXISTING TOWER FOUNDATION
(DESIGNED BY OTHERS)
SCALE: 1/8" = 1'-0" (24x36 SIZE) 12 I
SCALE: 1/16" = 1'-0" (11x17 SIZE
A-2
ENLARGED SITE PLAN
AND ELEVATION
REVISION
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REVISION
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15
APPROVED
Pmlopment Plan
DATE
USE PERMrr
VARIANCE
MINOR U.P.
—ADM.PERMIT.
V
PLANNING COMMISS.
PLANNING MANAGER
4w
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EAST AVE./T-MOBILE
CA-CHCO I I
VICINITY MAP
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PROJECT TEAM
dearw'reo MAX ENGINEERING, �LC
9000 SW FREEWAY, Ste 410
EPIC WIRELESS GROUP, INC.
5508 LAKE WASHINGTON BLVD, Houston, Texas 77074 381 S. LEXINGTON DR.
SUITE 300 Phone (713) 773-2525 SUITE #103
KIRKLAND, WA 98033 Fax (713) 773-2558 FOLSOM, CA 95630
' CONTENTS
S*
PROJECT DESCRIPTIONS
G-1
GENERAL NOTES
A-1
SITE PLAN
-
CLEARWIRE (CW) PROPOSES TO APPEND AN EXISTING CELLULAR FACILITY BY THE
ADDITION OF (8) ANTENNAS (FOUR (4) PANEL & FOUR (4) MICROWAVE) TO ANV
; • SITE -
EXISTING LATTICE TOWER WITH BTS EQUIPMENT
MOUNTED DIRECTLY BEHIND THE
EQUIPMENT DETAILS
ANTENNAS AND A SITE SUPPORT CABINET NEAR THE BASE OF THE SAME TOWER.('
.
E-1
GROUNDING PLAN AND- DETAILS
SITE INFORMATION
PROJECT CONTACTS
32
SITE ADDRESS: r 1110 W. EAST ROAD
AT T
RCHIEC/ SAM LAMENDOLA
CHICO, CA 95926
ENGINEERING: MAX ENGINEERING, LLC'
9000 SOUTHWEST FREEWAY
ds A
ATC SITE#: CA—CHCOII
SUITE #410
HOUSTON, TX 77074
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PARCEL NUMBER: 042-070-197
MOBILE: (717) 873-0456
0
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LATITUDE: 39' 44' 45.5" N
GENERAL CONTACT: DAVID WILTSEE
EPIC WIRELESS GROUP,�..
381 SOUTH LEXINGTON DR.
LONGITUDE: 121' 52' 56.1" W SUITE #103
FOLSOM, CA 95630
LAT/LONG TYPE: NAD 83
PHONE: (530) 878-9117
DRIVING DIRECTIONS
dwiltsee®sbcglobol.net
ELEVATION: 167' AMSL
SITE OWNER: T -MOBILE
FROM FOLSOM, CA, TAKE BARTON ROAD NORTH
CURRENT USE: MASONIC TEMPLE/
CONTACT: DIANE TARDIFF
TELECOMMUNICATIONS
PHONE: (425) 398-7550
-TURN LEFT (WEST) ON ROCKLIN ROAD
FACILITY
PROPERTY OWNER: LELAND STANDFORD MASONIC
-TUNRN RIGHT (NORTH) ON SIERRA COLLEGE ROAD AND
PROPOSED USE: TELECOMMUNICATIONS
TEMPLE ASSOCIATION
TRAVEL NORTH APPROX. 7.9 MILES
FACILITY
P.O. BOX 784
CHICO. CA. 95927
-TURN LEFT (WEST) ONTO SR 193 AND DRIVE 3 MILES
POWER: PG & E
PHONE: (530) 342-7143
O
-TURN RIGHT (NORTHWEST) ONTO SR 65 (G STREET) AND
TELCO: AT&T
GO 20 MILES.
JURISDICTION: BUTTE COUNTY
-SR 65 BECOMES HWY 70, CONTINUE ON HWY 70 APPROX
BUTTE
37 MILES
ZONING: A-5 AGRICULTURE
COUNTY
0
-EXIT INTO SR 149 AND GO APPROX. 4.6 MILES
APPLICABLE CODE: 2001 CALIFORNIA BUILDING
STANDARDS CODE
SEP 0 7 2606
-MERGED INTO SR99, GO APPROX. 13 MILES.
CONSTRUCTION TYPE: V—N
DEVELOPMENT
-TURN LEFT (ISOUTHWEST) ONTO EAST AVENUE AND GO
OCCUPANCY TYPE: UNOCCUPIED
SERVICES
APPILES
PROJECT AREA: 49 SQ. FT.
—SITE IS A LATTICE TOWER AT CORNER OF NORD AVE. AND
W. EAST AVE.
PROJECT TEAM
dearw'reo MAX ENGINEERING, �LC
9000 SW FREEWAY, Ste 410
EPIC WIRELESS GROUP, INC.
5508 LAKE WASHINGTON BLVD, Houston, Texas 77074 381 S. LEXINGTON DR.
SUITE 300 Phone (713) 773-2525 SUITE #103
KIRKLAND, WA 98033 Fax (713) 773-2558 FOLSOM, CA 95630
To m m Mob il� mo
19807 N. CREEK PARKWAY N.
BOTHEL, WA 98011
0019 .
p.
DRAWING INDEX
SHEET
' CONTENTS
S*
TITLE SHEET AND GENERAL INFORMATION
G-1
GENERAL NOTES
A-1
SITE PLAN
-
;z
F
ELEVATION
A-3
To m m Mob il� mo
19807 N. CREEK PARKWAY N.
BOTHEL, WA 98011
0019 .
p.
DRAWING INDEX
SHEET
' CONTENTS
T-1
TITLE SHEET AND GENERAL INFORMATION
G-1
GENERAL NOTES
A-1
SITE PLAN
A-2
ENLARGED SITE PLAN AND SOUTH
ELEVATION
A-3
EQUIPMENT DETAILS
A-4
ANTENNA DETAILS
E-1
GROUNDING PLAN AND- DETAILS
At all new services & grounding trenches,
provide "WARNING" tope of 12" below
grod C
j "CALL BEFORE YOU DIG" v
1_800_227_2600
CALIFORNIA UNDERGROUND SERVICE ALERT NORTH
THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER
THAN THAT WHICH RELATES TO CLEARWIRE SERVICES IS
STRICTLY PROHIBITED.
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5808 LAKE WASHINGTON BLVD NE
SUITE /300
KIRKLAND. WA 98033
MAX ENGINEERING, LLC
000
8SW FREEWAY, Ste • 110 77
Houetolt Texas 074
Phone (119) 773-2628
Fax 17131 773-2658
EPIC WIRELESS GRD- INC.
381 S. LEXINGTON DR.
SUITE /103
FOLSOM. CA 95630
T- I
TITLE SHEET AND
GENERAL INFORMATION
REVISION 0
0
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TITLE SHEET AND
GENERAL INFORMATION
REVISION 0
15;A
GENERAL NOTES: -
ABBREVIATIONS:
9. 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.
10. 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, AND PROCEDURES FOR
COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
11. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO
MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE
LOCAL CODES OR ORDINANCES TAKE PRECEDENCE.
12. 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.
13. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT
TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE.
14. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED 'OR FIRE
MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR
PROJECT SITE.
15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT
LESS THAN 2-A OR 2-AIOBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF
PROJECT AREA DURING CONSTRUCTION.
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5608 LAKE WASwNGTON BLVD NE
SUITE 130O
KIRKLAND. WA 98033
MAX ENGINEERING, LLC
WW SW FREEWAY, Ste - 410
Houston, Texas 77074
Phone (713) 773-2625
Fax (713) 773-2568
EPIC WIRELESS GROUP. INC.
381 S. LEXINGTON OR
SUITE /103
FOLSOM, CA 95630
*
- ADJ
, ADJUSTABLE
1. DRAWINGS ARE NOT 'TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS
16:
CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING
&
AND
SET OF DOCUMENTS IS INTENDED, TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY,
IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON
APPROX
APPROXIMATE
'AT
UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL
COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE
BTS
B
BASE TRANSMISSION STATION
INCLUDE FURNISHING ALL -MATERIALS, EQUIPMENT, LABOR, AND ANY REQUIREMENTS
w~
OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY.
CAB
CABINET
DEEMED NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS
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CEILING ,
AND OWNER'S PROJECT MANUAL.
17.
THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE
CONC
CONT
CONCRETE
CONTINUOUS
z
CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK.
DIA OR
DIAMETER
2. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE
CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR
DWG
DRAWING
WATER OR SEWER SERVICE.
-
OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT
EA
EACH
-
EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN
ELEC
ELEC
ELECTRICAL
ELEVATION
3. THE PROPOSED FACILITY' IS UNMANNED AND IS NOT FOR HUMAN HABITAT. (NO
ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE
EQ
EQUAL
HANDICAP ACCESS IS REQUIRED).
RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHRECT/ENGINEER OF ANY
EQUIP
EQUIPMENT
CONFLICTS, ERRORS. OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S
EGB
EQUIPMENT GROUND BAR
4. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND
PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE
(E)
EXISTING
DRAWINGS PROVIDED BY THE SITE OWNER. DRAWINGS WERE PREPARED FROM SITE
EXT
EXTERIOR
SPECIFIC DETAILS AND STANDARDIZED DETAILS DEVELOPED BY CLEARWIRE, LLC.
-
MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE.
FF
FINISHED FLOOR
STANDARDIZED DETAILS ARE TO BE CONFIRMED AND CORRELATED AT THE SITE BY
GA
GAUGE
THE CONTRACTOR. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
18.
THE CONTRACTOR SHALL PERFORM WORK DURING OWNERS PREFERRED HOURS TO
GALV
GALVANIZED
MODIFICATIONS DUE TO FIELD CONDITIONS MUST BE SUBMITTED TO, AND
AVOID DISTURBING NORMAL BUSINESS,
GC
GENERAL CONTRACTOR
APPROVED BY, CLEARWIRE PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH
GRND
GROUND
CONSTRUCTION.
0
0
LG
LONG
19.
CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) IN CALIFORNIA FOR
MAX
MAXIMUM
UNDERGROUND UTILITY MARKOUT PRIOR TO CONSTRUCTION. 1-800-227-2600.
MECH
MECHANICAL
W
MFR
MANUFACTURER
5. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE
c
MGB
MASTER GROUND BAR
CONSTRUCTION OPERATION.
MIN
MINIMUM
MTL
METAL
6. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND
0
NIC
NOT IN CONTRACT
NOT TO SCALE
INSPECTIONS REQUIRED FOR CONSTRUCTION.
NTS
OC
ON CENTER
OPP
OPPOSITE
7. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY
PCS
PERSONAL COMMUNICATION SYSTEM
BASIS.
SF
SQUARE FOOT
SHT
SHEET
SIM
SIMILAR
8. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB
SS
STAINLESS STEEL
SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED
STL
STEEL
PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE
TOC
TOP OF CONCRETE
CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM
TOM
TOP OF MASONRY
THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH
TYP
VIF
TYPICAL
VERIFY IN FIELD
CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO
UON
UNLESS OTHERWISE NOTED
THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING.
WWF
WELDED WIRE FABRIC
W/
WITH
9. 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.
10. 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, AND PROCEDURES FOR
COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
11. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO
MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE
LOCAL CODES OR ORDINANCES TAKE PRECEDENCE.
12. 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.
13. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT
TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE.
14. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED 'OR FIRE
MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR
PROJECT SITE.
15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT
LESS THAN 2-A OR 2-AIOBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF
PROJECT AREA DURING CONSTRUCTION.
clearw're°
5608 LAKE WASwNGTON BLVD NE
SUITE 130O
KIRKLAND. WA 98033
MAX ENGINEERING, LLC
WW SW FREEWAY, Ste - 410
Houston, Texas 77074
Phone (713) 773-2625
Fax (713) 773-2568
EPIC WIRELESS GROUP. INC.
381 S. LEXINGTON OR
SUITE /103
FOLSOM, CA 95630
G--1
GENERAL NOTES
REVISION 0
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G--1
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REVISION 0
M*4
ZONE: AR -AG. RES. I I ZONE: AR -AG. RES. ZONE: AR -AG. RES. I I ZONE: R4
BUTTE COUNTY I I BUTTE COUNTY i BUTTE COUNTY I (RESIDENTIAL TOWNHOUSES I I
` BUTTE COUNTY I I
Y ZONE: AR ZONING — — — — — — — _ — — — — — _ I LLJ
' ZONE: AR—AGRICULTURAL
RESIDENTIAL - -
BUTTE COUNTY
I I ` � ZONE: R4 I I
I I RESIDENTIAL TOWNHOUSES I Q I
ZONE: AR -AG. RES. ZONE: AR -AG. RES • ZONE: AR -AG. RES. I BUTTE COUNTY
BUTTE,
COUNTY BUTTE COUNTY I BUTTE COUNTY
QI
' ZONE: AR—AG. RES. ONE: AR—AG. RES. ZONE: AR—AG. RES. NE: R4
ROSIDENTIAL TOWNHOUSES
— — — — — BUTTE COUNTY — [BUTTE COUNTY BUTTE COUNTY BUTTE COUNTY
IPROPERTY LINE 656'-i7'
i I
ZEXIST LEGAL DESCPRIPTION:
LANDSCAPING
+I ., ALL THAT CERTAIN REAL PROPERTY
SITUATE IN THE STATE OF CALIFORNIA, (n I
i.l CITY OF CHICO, DESCRIBED
AS FOLLOWS: W
UJI
z I X ARCEL ID: 1A OT 7 K 7
2, L 9 ,BLOC 0 I I ADJACENT ZONING
I ZONE: S -R-1/2 SUBURBAN RESIDENTIAL
EXISTING W
+i MASONIC 0 I BUTTE COUNTY
a EXISlI= 130`(*) T- TEMPLE cx
0' c IIAOBILE LATTICE TOWERNIN I a SITE ENTRY
ZO
aIWC/POSED j ZONE: A-5 AGRICULTURAL
IRE ANTENNAS BUTTE COUNTY
i
A I ADJACENT ZONING
ZONE: S -R-1/2 SUBURBAN RESIDENTIAL
bI BUTTE COUNTY
EXIST
��- -- .
ZPARKING
I EXISTING LOT 7 I I
o I GARAGE I 1
10 1
IN
PROPERTY LINE 666' (+/-) '
Wit
ADJACENT ZONING I
ZONE: A-5 AGRICULTURAL 57'-7' 601'-T± I 1
BUTTE COUNTY \
LEASE AREA
\ \
EXISTING \
I LANDSCAPING
ADJACENT ZONING \
I '
ZONE: A-5 AGRICULTURAL \
BUTTE COUNTY
4 \
NORD AVE.
-- -- -- -- -- --
SITE PLAN -- -- -- -- -- --�/ \�
1 \ \
® SCALE: 1" = 50'-0" (24x36 SIZE)
SCALE: 1" =100'-0" (11x17 SIZE)
clearw're°
5808 LAKE WASHINGTON BLVD NE
SUITE /300
KIRKLAND. WA 98033
MAX ENGINEERING, LLC
5000 SW FREEWAY, Ste • 410
Houston Texas 77074
Phone 0191.779-2626
Fax 17187 773-2666
.to••'1
EPIC WIRELESS aRDLIP. INC.
381 S. LEXINGTON DR.
SUITE /103
FOLSOM. CA 95630
A- I
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41
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cm 0
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SCALE: 1/4" = 1'-0" (24x36 1' SIZE) I 1 I WEST ELEVATION
SCALE: 1/8" = -0" (11x17 SIZE
EXISTING EQUIPMENT
EXISTING OMNI
ANTENNAS
EXISTING MW DISH
ANTENNA
EXISTING PANEL
nj319g ANTENNAS -j ,
P-ROPOSED. CLEARWIRE .(4) • `
SECTOR ANTENNA ARRAY W/1 A-4
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S3DAmA1,l DYIAVA119
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T -MOBILE LATTICE
TOWER (DESIGNED BY
OTHERS)
EXISTING FIR TREE
EXISTING GARAGE (BEYOND
SITE)
— PROPOSED CLF.ARWIRE
CABINET ON EXISTING A-3
CONCRETE SLAB
— NEW GPS ANTENNA MOUNTED 3
ON EXISTING CONCRETE
SLAB E-1
— EXISTING 6' HIGH CHAIN—
LINK FENCE WITH (3)
STRAND BARBED WIRE
— EXISTING UTILITY
H—FRAME
'�'— EXISTING TOWER FOUNDATION
(DESIGNED BY OTHERS)
SCALE: 1/8" = 1'-0" (24x36 SIZE) 2
SCALE: 1/16" = 1'-0" (11x17 SIZE)
clearw0re®
5805 LAKE WASHWOTON BLVD NE
SUITE /300
KIRKLAND• WA 98033
MAX ENGINEERING, LLC
8000 SW FREEWAY, Ste • 4110
Houston. Texas 77074
Phone (713) 773-2525
Fax 17191 T73-2568
f�'_
EPIC WIRELESS GROUP, INC.
381 S. LF7mtGTON OR.
SURE /103
FOLSOM. G 955,70
W
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EXISTING 6' HIGH CHAIN—
AND ELEVATION
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2' MW DISH AZI ® 89'
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SEE DTL 6/A-4 FOR
ANTENNA ORIENTATION
ENLARGED SITE PLAN
SCALE: 1/4" = 1'-0" (24x36 1' SIZE) I 1 I WEST ELEVATION
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EXISTING GARAGE (BEYOND
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— PROPOSED CLF.ARWIRE
CABINET ON EXISTING A-3
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— NEW GPS ANTENNA MOUNTED 3
ON EXISTING CONCRETE
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— EXISTING 6' HIGH CHAIN—
LINK FENCE WITH (3)
STRAND BARBED WIRE
— EXISTING UTILITY
H—FRAME
'�'— EXISTING TOWER FOUNDATION
(DESIGNED BY OTHERS)
SCALE: 1/8" = 1'-0" (24x36 SIZE) 2
SCALE: 1/16" = 1'-0" (11x17 SIZE)
clearw0re®
5805 LAKE WASHWOTON BLVD NE
SUITE /300
KIRKLAND• WA 98033
MAX ENGINEERING, LLC
8000 SW FREEWAY, Ste • 4110
Houston. Texas 77074
Phone (713) 773-2525
Fax 17191 T73-2568
f�'_
EPIC WIRELESS GROUP, INC.
381 S. LF7mtGTON OR.
SURE /103
FOLSOM. G 955,70
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UEBI
C O N S U L T I N G
National Environmental
Management and
Engineering Services
EBI Consulting
Four A Street
Burlington, MA 01803
Phone: 781.273.2500
Toll Free: 800.786.2346
Fax: 781.273.331 1
C011tltii'rY .
AUG 14 2006
DEVE LOMWENT
SER ACEs
RADIOFREQUENCY EMISSIONS
COMPLIANCE REPORT .
r-Im
CA-CHC01 I
EASTA VENT-MOB/LE
CH/CO, CA
EBI PROJECT 61063526
August 10, 2006
Prepared for:
CLEARWIRE CORPORATION
EBI CONSULTING
FOUR A STREET
BURLINGTON, MAO 1803
800-786-2346
PROJECT #61063526
RADIOFREQUENCY EMISSIONS COMPLIANCE REPORT
CA-CHCOII EA S TA VEIT- MOBIL E
CH/CO, CA
August 10, 2006
Prepared for.-
Clearwire Corporation and
Epic Wireless Group
t
UEBI Four A Street
Burlington, MA 01803
Tel: 781273.2500
Cc�NSUL`t'I(YG
www.ebiconsulting,com Fax: 781.273.3311
s
August 10, 2006
Mr. Bryon Sattler
ClearWire Corporation
c/o Epic Wireless Group
'
381 S. Lexington Drive, Suite 103
Folsom, CA 95630
Subject Radiofrequency Emissions Compliance Report
EastAve/T-Mobile, Chico (CA-CHC011)
'
1110 W. East Road, Chico California 95926
EBI Project #61063526
Dear Mr. Sattler:
Attached please find our RAD/OFREQUENCYEM/SS/ONSCOMPLIANCE REPORT, (the Report) for the proposed
telecommunications installation at the address noted above (the Subject Property). The purpose of this Report is to
evaluate the above -referenced property for radiofrequency emissions compliance requirements as specified by the
Federal Communications Commission (FCC) and Butte County Zoning Code 24-262 and general industry standards.
tThe
Report was completed according to the terms and conditions authorized by you. There are no intended or
unintended third party beneficiaries to this Report, unless specifically named. EBI is an independent contractor, not
an employee of either the property owner or the project proponent, and its compensation was not based on the
findings or recommendations made in the Report or on the closing of any business transaction.
t
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Thank you for. the opportunity to prepare this Report; and assist you with this project. Please call us if you have any
questions or if we may be of further assistance.
Respectfully Submitted,
Mr. Richard Beauregard
RF-EME Plan Preparer
(617) 715-1823
Mr. Kevin McManus
RF-EME Program Director
(617) 715-1835
L6--7-2��
Ms. Julia Jongsma
Program Manager
(206) 774-8473
Radiofrequency Emissions Compliance Report C4-CHC011
/0 W. East Road, Chico, CA
TABLE OF CONTENTS
Page
iI.
INTRODUCTION
2
II. PROJECT DESCRIPTION
3
III. SITE DESCRIPTION
4
IV. FCC RADIOFREQUENCY EMISSIONS REQUIREMENTS
4
'
V. EMISSIONS COMPLIANCE EVALUATION FOR CLEARWIRE AND OTHER CO-LOCATED CARRIERS
5
VI. EMISSIONS FROM OTHER SOURCES (LOCATED WITHIN 2,000 FEET OF PROJECT SITE)
7
VII. SUMMARY AND CONCLUSIONS
8
VIII. LIMITATIONS
9
IX REFERENCES c
10
APPENDIX A: Site for Proposed
Questionnaire Clearwire Corporation Telecommunications Equipment
APPENDIX B: Site Plans
APPENDIX C: Other RF Emissions Sources in Vicinity of Project Site
APPENDIX D: RoofView® Export Files
1
Radiofrequency Emissions Compliance Report G4-CHC0/ /
///0 W. East Road, Chico, CA
I. INTRODUCTION
' EBI CONSULTING (EBI) has prepared this Radiofrequency Emissions Compliance Report
Radiofrequency Emissions Compliance Report on behalf of Clearwire, Inc. for the proposed
installation of telecommunications equipment at an existing lattice tower located on I 110 East
Avenue, Chico, California. The Butte County Zoning Code 24-262 requires the preparation of a
report by a qualified radiofrequency engineer stating the maximum radiofrequency radiation to be
emitted by the project, and an evaluation of compliance with Federal Communications
Commission (FCC) safety standards.
The conclusions provided by EBI are based solely on the information obtained by file review at
the Butte County planning office, information obtained from the agencies noted in the Report,
and information provided by the Client. It is our understanding that this Report is to be used and
distributed exclusively for purposes connected with the permitting for telecommunications site
construction and operation. This Report may be relied upon by others, as authorized by EBI in
writing, subject to the limitations set forth in this document and other referenced documents.
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Radiofrequency Emissions Compliance Report CA-CHCO/ /
/ / /0 W. East Road, Chico, CA
II. PROJECT DESCRIPTION
' This project involves the addition of three (4) panel antennas and four (5) microwave dish
antennas and associated equipment by Clearwire Corporation to an existing cellular
communications tower facility located at I 110 East Avenue in Chico, California. Butte County
Zoning Code 24-262 requires a report by a qualified radiofrequency engineer stating the
maximum radiofrequency radiation to be emitted by the facility and demonstrating that the
proposed equipment will confirm to FCC safety standards (as stated in FCC OET Technical
Bulletin 65 (1997) titled, "Evaluating Compliance with FCC Guidelines for Human Exposure to
IRadiofrequency Electromagnetic field. ').
For this analysis, EBI Consulting has utilized several sources of information regarding the existing
' and proposed telecommunications equipment for the facility. This includes a consultation and a
file review with the Butte County Planning Department, review of previous RF-EME compliance
I reports submitted for the site, theoretical worst-case modeling for both the panel antennas and
microwave dish antennas, and assessment of other license holders within 2,000 feet of the facility.
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Radiofrequency Emissions Compliance Report CA-CHCOI /
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III. SITE DESCRIPTION
' The proposed equipment will be installed at an existing lattice tower site located at I 110 East
P Pg
Avenue in Chico, California. An existing 130 -foot tall lattice tower and associated
telecommunications equipment shelters and utilities are located behind (to the north) the
Masonic Temple at the western side of the property. The tower is owned by T -Mobile, and T -
t
s
Mobile is currently operating panel and microwave antennas at the site. The existing panel and
microwave antennas are located at an approximate height of 120 and 125 feet respectively, above
ground level. ClearWire Corporation is proposing to mount four panel antennas at a centerline
height of 106 feet above grade and four microwave dishes at a centerline height of 110 feet above
grade. The locations and configuration of equipment proposed by ClearWire Corporation, as
well as existing site equipment, are shown in Appendix B (Site Plans).
IV. FCC RADIOFREQUENCY EMISSIONS REQUIREMENTS
Radiofrequency energy, a form of non -ionizing electromagnetic energy (RF EME), is emitted from
telecommunications antennas. Under certain conditions, human exposure to radiofrequency
energy can cause partial body heating. The Federal Communications Commission (FCC) has
developed maximum permissible exposure limits (MPE) that help identify risks associated with
human exposure to radiofrequency energy.
First, the occupational, or controlled MPE,'applies to individuals who may come into contact with
radiofrequency energy as a consequence of their employment, but have been made fully aware of
the potential for exposure and have the ability to exercise control over the exposure. Second,
the uncontrolled, or general population MPE, applies to the exposure the general public may
experience, and they are generally unaware of the potential for exposure.
The FCC's MPEs are measured in terms of the power that emits through the antenna, (power
density) extending over a surface area. These MPEs vary with the frequency of the emitted RF
energy, as shown below in Figure 1. Cellular/PCS frequencies typically range from 800 megahertz
(MHz) to 2.5 gigahertz (GHz). Microwave frequencies typically utilize higher frequencies, ranging
up to 50 GHz. For the equipment evaluated within this analysis, the FCC's most stringent limit
for uncontrolled/general population is I mw/cm2 (based upon the T -Mobile equipment that is
assumed to be operating at a frequency of 1900 MHz). As the focus of this report is on the
potential impacts to the general public outside the controlled areas of the facility, EBI has
evaluated compliance relative to the FCC's uncontrolled MPE limit.
EBI Consulting 4
Radiofrequency Emissions Compliance Report CA-CHC01 /
///0 W. East Road, Chico, CA
a
Figure r. FCC Lhwi:s ;or )Maximum PennissrLle Fxioosure (?,IPES
P iave-,vave Equiva and PQ4uer DensrPy,
j
I
1 ?L
0_0j
3ener:? Fo���.;c':�'iir;cc:atroi;ec'.�x�+psu:s
Frequency (r-:1Hz)
Source: Federal Communications Commission, Evaluating Compliance with FCC Guidelines for Human Exposure to
Radiofrequency Electromagnetic Fields, OET Bulletin 65, Edition 97-01, August 1997, p. 68
The FCC has established several different methods for determining the power density emitted
from an antenna. For the purposes of this safety plan, EBI has utilized theoretical models to
estimate power density. The FCC recognizes that these theoretical models over-estimate the
actual exposure one would experience and generally considers the results to represent a worst-
case exposure scenario. The actual power density is expected to be much less because the
antennas do not operate continuously at full power.
V. EMISSIONS COMPLIANCE EVALUATION FOR CLEARWIRE CORPORATION
AND CO -LOCATED CARRIERS
To assess the cumulative RF impacts of the proposed ClearWire equipment and other co -located
carriers from the site, EBI has compiled available antenna operational specifications from previous
report submittals and run a RoofView® analysis to predict worst-case RF emissions fields at the
nearest property boundary. RoofView® is a widely -used predictive modeling package that has
been developed by Richard Tell Associates to predict both near field and far field RF power
density values for roof -top and tower telecommunications sites produced by vertical collinear
1 antennas that are typically used in the cellular, PCS, paging and other communications services.
The model utilizes several operational specifications for different types of antennas to produce a
EBI Consulting 5
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Radiofrequency Emissions Compliance Report CA-CHCOI /
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plot of spatially -averaged power densities that can be expressed as a percentage of the applicable
exposure limit. For this report, EBI utilized the FCC's general exposure limits outlined in OET
Bulletin 65.
NOTE EN retained Richard Tell Associates to provide technical support services in modeling
and evaluating compliance with FCC and municipal requirements.
To augment this analysis, EBI has also conducted a separate evaluation the RF emissions fields
resulting from the microwave dishes. These antennas must be evaluated separately because
RoofView® is designed to address impacts from vertical collinear, and cannot be used for
microwave dish configurations.
The table below outlines the specifications for the proposed ClearWire equipment and other
carriers' equipment utilized for the RoofView® analysis. Where information is incomplete or
inconsistent with previous reports filed for the site, EBI has utilized worst-case conservative
assumptions to maximize the predicted RF fields resulting from the model runs as indicated by a
table footnote.
Carrier
Frequency
Radiated
# of Transmitters
Beamwidth/
Antenna'Centerline
(MHz)
Power
per Sector .
Aperture
Height (AGL)
(Watts)
(degrees/feet)
(feet)
ClearWire
2500-
50
I
90/3
108
Corporation
2686
T -Mobile
1900
1001
I
65/61
119 (approx.)
T -Mobile
1900
1001
I
Omni/101
135 (approx.)
I Conservative assumption based upon technical knowledge
In addition to the information presented above, the following conservative assumptions were
used for RoofView® modeling:
• All antennas on the tower were placed at the same location (given the same X,Y
coordinates);
• For existing carriers with multiple antennas per sector, it was assumed that all of
the power for the sector would transmit from one antenna;
• The antennas for the existing carriers are oriented in the same directions as the
ClearWire Corporation antennas.
EBI Consulting 6
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Radiofrequency Emissions Compliance Report CA-CHCO/ /
/ l /0 W. East Road, Chico, CA
RESULTS
The RoofViewO Modeling results indicate that the worst-case emitted power density from the
combined impacts from Clearwire's proposed equipment, together with that of existing carriers
on the site, will not exceed the FCC's general exposure limits at ground level in any uncontrolled
areas. At ground level, worst-case power densities at the closest property boundary are
estimated at 0.0021 mW/cm', or 0.211 % of the FCC's uncontrolled limits. (MPE= I mW/cm'
derived from the FCC calculation utilizing the lowest estimated frequency onsite of 1900MHz)
The RF fields associated with the microwave antennas were calculated separately (see Appendix
D). The power density from the microwave antennas were conservatively estimated using a
methodology developed by Richard Tell Associates and presented in "Summary of Near Field
Power Density Calculations for EB/ Consulting'. At ground level, worst-case power densities
from the microwave antennas are estimated to be 0.0016 mW/cm', or 0.164% of the FCC's
uncontrolled limits.
Please note that this is a conservative estimate of power density as the equations for near field
exposures were used in the calculations. It is likely that any public exposure would be beyond
this near field region. Generally, beyond the near field region of microwave dish antennas, power
density decreases inversely with distance, or inversely with the square of distance, depending
upon the distance(s) under evaluation. As such, the power density beyond the near field region
would likely be significantly less than the predicted value.
VI. EMISSIONS FROM OTHER SOURCES (WITHIN 2,000 FEET OF PROJECT SITE)
EBI has conducted a review of the FCC's database to determine the location of licensed
telecommunications facilities within 2,000 feet of the project site. Our review indicates that there
is one licensed facility in the vicinity, but it is located beyond 2,000 feet from the project site (See
Appendix C). It should be noted that the FCC database is likely to be incomplete for many
telecommunications sites, due to (a) the regional nature of cellular/PCS license authorizations,
which can generate antenna/equipment installations that are not reported for this database; and
(b) the FCC reporting thresholds which exempt many categories of facilities. However, the
associated RF emissions fields associated with these unlisted sources would be attenuated very
rapidly with increasing distances, and the height above ground for these structures. As a result,
cumulative ground -level impacts from these sources, operating concurrently with the equipment
at the Estes Drive site, are expected to be well below the FCC's general exposure guidelines.
EBI Consulting 7
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Radiofrequency Emissions Compliance Report CA-CHC01 /
l l l0 W. East Road, Chico, CA
VII. SUMMARY AND CONCLUSIONS
In accordance with the Butte County Zoning Code 24-262, EBI has prepared a Radiofrequency
Emissions Compliance Report for the proposed telecommunications equipment to be installed by
Clearwire Corporation on an existing self-support lattice tower located at I 110 East Avenue in
Chico, California. EBI has performed a review of existing and proposed equipment and conducted
theoretical modeling to estimate the worst-case power density from each antenna. Our findings
regarding the Subject Site are as follows:
I. The worst-case emitted power density from the combined impacts from Clearwire's
proposed equipment, operating concurrently with that of existing carriers on the site, will
not exceed the FCC's general exposure limits at ground level in any uncontrolled areas.
At ground level, worst-case power densities at the closest property boundary are
estimated at 0.0037 mW/cm2, or 0.375% of the FCC's uncontrolled limits. Members of
the general public will continue to be restricted from areas where potential exceedances
can be found (on the tower, directly in front of antenna faces), by site control and access
restrictions.
2. The only potential exceedances of FCC's limits are for occupational exposures to
telecommunications workers conducting work on the monopole. The power densities
will also not exceed FCC occupational exposure limits in the center of the tower but may
exceed the FCC's occupational limit directly in front of the antenna faces. Workers
involved in tower operation and maintenance activities are typically provided detailed RF -
safety training; they follow detailed standard operating procedures (SOPS), including the
use of personal RF monitors, antenna lockout-tagout protocols, and limits on the time of
exposures in front of active antennas, to ensure compliance with the FCC's occupational
exposure limits.
3. There are no significant cumulative, ground -level impacts from other known RF emissions
sources located within 2,000 feet of the facility, due to the rapid attenuation of RF power
density fields associated with the proposed and existing equipment, and the distances of
the nearest FCC licensed facilities.
EBI Consulting
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Radiofrequency Emissions Compliance Report C4-CHCOI l
///0 W. East Road, Chico, CA
VIII. LIMITATIONS
This Report was prepared for the use of ClearWire Corporation. It was performed in
accordance with generally accepted practices of other consultants undertaking similar studies at
the same time and in the same locale under like circumstances. The conclusions provided by EBI
are based solely on the information obtained by visual inspection of the Subject Property,
information obtained from the agencies noted in the Report, and information provided by the
client. The observations in this Report are valid on the date of the investigation. Any additional
information that becomes available concerning the Subject Property should be provided to EBI so
that our conclusions may be revised and modified, if necessary. This Report has been prepared
in accordance with Standard Conditions For Engagement and authorized proposal, both of which
are integral parts of this Report. No other warranty, expressed or implied, is made.
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Radiofrequency Emissions Compliance Report
IX. REFERENCES
CA-CHCOI l
l l /0 W. East Road, Chico, CA
Federal Communications Commission, Evaluating Compliance with FCC Guidelines for Human Exposure to
Radiofrequency Electromagnetic Fields OET Bulletin 65, Edition 97-0/, August 1997, p. 68
Richard Tell and Associates. Summary of Nearreld Power Density Calculations for EBI Consulting. July 21, 2006
EBI Consulting
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Radiofrequency Emissions Compliance Report CA-CHCOI /
IEast Avenue/T-Mobile, Chico, CA
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APPENDIX A
Site Questionnaire for Proposed Clearwire Telecommunications Equipment
EBI Consulting
Radiofrequency Emissions Compliance Report C4-CHC011
East Avenue/T-Mobile, Chico, CA
RF-EME Site Compliance Questionnaire
CA-CHC01 I—I 110 East Avenue/T-Mobile, Chico CA
EBI Consulting 12
Site Data
I.
Antenna Latitude (or UTM
39-44-45.5
coordinate)
2.
Antenna Longitude (or UTM
121-52-56.1
coordinate)
3.
Location (City, State, Zip)
Chico, CA 95926
4.
Maximum Design RF EME Output per
50W
Sector (Watts or dBM)
5.
Frequency (MHz)
2500-2686 mHz
6.
Antenna Gain (dB)
17 db,
7.
Total Line Loss from all components
? (assume 1.5)
8.
Type of Antenna Feed line and size
7/8" LDF
(diameter) of coaxial cable
9.
Type of Antenna
4- Stella Doradus #26SD9890
Microwave
Orthogon OS Gemini Lite 5.8 GHz
Orthogon OS Gemini Lite 5.8 GHz
Dragonwave 24 GHz
Dragon ave 24 GHz
10.
# of Transmitters per Sector
11.
# of operating antennas to be
4 panel antennas & 4 MW dishes
modeled
12.
Other Carriers/Equipment on Site?
1. T -Mobile
(specify if known)
13.
Antenna Height above Ground or
4 panel antennas @ 110' & 4 MW
Roof Level?
dishes 106'.
(specify height from ground or roof to
base of antenna)
EBI Consulting 12
Radiofrequency Emissions Compliance Report CA-CHCOI l
East Avenue/T-Mobile, Chico, CA
APPENDIX B
SITE PLANS
EBI Consulting
13
EAST AVE. /
T -MOBILE
cn-a+con
PROSECT DESCRIPTION
CLEARWIRE (CW) PROPOSES TO APPEND AN EXISTING CELLULAR FACILITY BY
THE ADDITION OF (9) ANTENNAS (FOUR (4) PANEL & FIVE (5) MICROWAVE) TO
AN EXISTING LATTICE TOWER WITH BTS EQUIPMENT MOUNTED DIRECTLY BEHIND
THE ANTENNAS AND A SITE SUPPORT CABINET NEAR THE BASE OF THE SAME
TOWER.
VICINITY MAP
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SITE
Z:\Cleorwire\Drawings\PTS\2005\05255 (CA-CHCO11 East Ave - T- Mobile)\Dwgs\CD\CA-CHC011 MAP.bmp
• SITE INFORMATION PROJECT CONTACTS
SITE ADDRESS: 1110 W. EAST ROAD GENERAL CONTACT: LONNIE GUIN
CHICO, CA. 95926 CLEARWIRE
5508 LAKE WASHINGTON BLVD.
KIRKLAND. WA 98033
(425) 216-7821
PARCEL NUMBER: 042-070-197 FAX (425) 216-7900
SITE DESIGN: STEVE ISHIHARA
LATITUDE: 39' 44' 45.5' N PACIFIC TELECOM SERVICES
(206) 464-4412
LONGITUDE: 121' 52' 56.1' 8 FAX (206) 903-8513
SISHIHARAOPTSWA.COM DRIVING DIRECTIONS
LAT/LONG TYPE: NAD 83
SITE CONTACT: DAN DUTTON —FROM REDDING. MERGE ONTO 1-5 (SOUTH)
ELEVATION: 167' LEGACY WIRELESS SERVICES —TAKE THE CA-99/CA-36EX1T TOWARD CHICO/
(503) 656-5300 LASSEN PARK.
CURRENT USE: TEMPLE MASONIC/ FAX (503) 656-5305
TELECOMMUNICATIONS DDUTTON®
—TURN SLIGHT RIGHT ONTO CA-36/CA-99 CONTINUE
FACILITY LEGACY—WIRELESS.COM TO FOLLOW CA -99 S.
PROPOSED USE: TELECOMMUNICATIONS
FACILITY PROPERTY OWNER: CHICO—LELAND STANDFORD
MASONIC TEMPLE —TAKE EAST AVE. RAMP.
POWER: PG & E ASSOCIATION
P.O. BOX 784 —TURN RIGHT ONTO EAST AVE.
TELCO: SBC PACIFIC BELL CHICO. CA. 95927
530-342-7143 —ARRIVE AT 1110 W. EAST AVE.
JURISDICTION: BUTTE COUNTY
ZONING: A-5 AGRICULTURE SITE OWNER: T—MOBILE
DIANE TARDIFF
APPLICABLE CODE: 2001 CALIFORNIA BUILDING 425-398-7550
STANDARDS CODE - - -
CONSTRUCTION TYPE: V—N
OCCUPANCY TYPE: UNOCCUIPED
PROJECT AREA: 49 SQ. FT.
PR.OJECT TEAM
clearw're° --
PACIFIC TELECOM LEGACY
wireless services
5508 LAKE WASHINGTON BLVD, 568 FIRST AVE S, SUITE 650' 4252 SE INTERNATIONAL
SUITE 300 SEATTLE, WA 98104-2804 SUITE F
KIRKLAND, WA 98033 MILWAUKIE, OR 97222
DRAWING INDEX
SHEET
CON TEN TS
T-1
TITLE SHEET AND GENERAL INFORMATION
G-1
GENERAL NOTES
A-1
SITE PLAN
A-2 `
ENLARGED SITE PLAN AND ELEVATION
A-3
EQUIPMENT DETAILS
A-4
ANTENNA DETAILS
A-5
ANTENNA DETAILS
E-1
GROUNDING PLAN AND DETAILS
clearWre°
PACIFIC TELECOM
GAZLEY
PLOWMAN
2701 NW Vaughn ARCHITECTS
Suite 764
lord cL Or. 97210
503 274 7800
T-1
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GENERAL INFORMATION
REVISION
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PLOWMAN
ARCHITECTS
19807 N. CREEK PARKWAY N.
2701 NW VAUGHN, SUITE 764
THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS
BOTHELL, WA 98011
PORTLAND, OR 97210
PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER
THAN THAT WHICH RELATES TO CLEARWIRE SERVICES IS
STRICTLY PROHIBITED.
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PACIFIC TELECOM
GAZLEY
PLOWMAN
2701 NW Vaughn ARCHITECTS
Suite 764
lord cL Or. 97210
503 274 7800
T-1
nilE SHEET AND
GENERAL INFORMATION
REVISION
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GENERAL NOTES:
1. DRAWINGS ARE NOT TO BE SCUM. WRITTEN DIMENSIONS TAKE MCM04M THIS SET OF
DOCUMENTS 6 INTENDED TO BE USED FOR CIAC A MMATIC PHIMOSES ONLY. UNLESS
NOTED OTHERWISE TIE GEN RK CONTRACTOR'S SCOPE OF WON SHALL INCLUDE
FURNISHING ALL MATERIALS. EQUIPMENT. LABOR. AND ANY REWIEMENTS DEOMID
NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED N THE ORAWECS ANO OVWHER'S
PROJECT MANUAL
2. THE PROPOSED FACILITY WILL BE UNMANNED NO DOES NOT REQUIRE POTABLE WATER OR
SEVIER SERVICE.
3, THE PROPOSED FACILITY 6 UNMANNED AND 6 NOT FOR HUMAN HABITAT. (NO HANDICAP
ACCESS 5 REQUIRED),
A. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS NO
DRAWINGS PROVIDED BY THE SITE OWNER DRAWINGS WERE PREPARED FROM SITE SPEOFIC
DETAILS AND STANDARDIZED DETAILS DENMOPEO BY PACIFIC TELECOM SERVICES. LLL
STANDARDIZED DETAILS ARE M BE CONFIRMED AND CORRELATED AT THE SITE BY THE
CONTRACTORR, THE CONTRACTOR SHALL FIELD VERIFY ALL O ENSIGNS MCDIFWATDI6 DUE
TO FIELD ONO110N5 MUST BE SUBMITTED 70. AND APPROVED BY. OEAIMIRE PRIOR TO
ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE
& CONSTRUCTION OPERATION
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTADDC ALL PERMITS AND I.SWIOHS
& REQUIRED FOR CONSTRUCTION.
CONTRACTOR SHALL RFHOW ALL TRASH AND DEBRIS FROM THE STE ON A DALY BASIS
7.
PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE
TO FAMIUARQE THEMSELVES WITH ALL OONDMONS AFFECTING THE PROPOSED PROJECT.
IL CONTRACTORS 94 LL 'AST THE CONSTRUCTION STE WITH THE CONSTRUCTION/CONTRACT
DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL eE
ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ERRORS.
OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
ARONECT/ENGIEER YOBALLY AND N NOTING
THE GENERAL CONTRACTOR SMALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH
CONSTRUCTION PRIOR TO STMTNG WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE
I' CONSTRUCTION DRAVINGS/COMTRACT DOONENTS
THE CONTRACTOR SMALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE
CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL
lO' CONSTRUCTION MEAMS. METHODS TECHNIQUES, SEOU04CM AID PROCEDURES FOR
COO DNATUC ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO
MAMUFACTURER5D
/VEOYW
S SPECIFICATIONS UNLESS NOTED OTHERWISE OR ERE LOCAL
Il. CODES OR ORDINANCES TAKE PRECEDENCE
ALL VIM PERFORMED ON THE PROJECT AMD MATERIALS INSTALLED SHALL BE IN STRICT
ACCORDANCE WITH ALL APC1BUL
LJHE CODER. REGULATIONS. AND ORDNANCE& CONTRACTOR
12 SHALL ONE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES. REGULATIONS
AND LAWFUL ORDERS OF ANY PUBLIC AUMOM. MUNICIPAL AND UTILITY COMPANY
SPECIFICATIONS. AND LOCAL AND STATE JURISDICTION& CODES BEARING ON THE
PERFORMANCE OF THE WORK
THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITES ARE NOT TO
13.
BE ALTERED BY TOS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE
SEK ALL PEETRATONS TROUGH FIRE—RATED AREAS WITH U.L LISTED OR FIRE
IA. MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACEUTY AND OR PROJECT SITE
CONTRACTOR IE TO PROVIDE A PORTABLE FEXTINGUISHER WITH A RATING of NOT LESS
MAN 2—A OR 2—AIWC WITHIN 73 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT
13. AREA WRING CONSTRUCTION
CONTRACTOR SHALL HAKE NECESSARY PROVISIONS TO PROTECT EoSTINO OFRO14NEMi&
EASEMENTS. PAWING WRING ETC. WRING CONSTRUCTION UPON COMPLETION OF WORK.
Is.
0 CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DIE TO
CONSTRUCTION ON OR ABOUT THE PROPERTY.
THE AROOTECTS/EIFAME)LS HAVE MADE EVERY EFFORT TO SET FORTH IN THE
CONSTRUCTION AND CONTRACT OOGNENIS THE COMPLETE SCOPE OF WORK.
17. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MOON OMISSIONS
OR ERRORS N THE DRAWINGS AND OR SPECIFICATIONS SMALL NOT DOWSE SAID
CONTRACTOR FROM COMPLETING THE PROECT AND IMPROVEMENTS N ACCORDANCE WITH
THE INTENT OF THESE DOCUMENTS. THE BIDDER SMALL BEM THE RESPONSIBILITY OF
NOTIFYING (N WRITING) THE ARODTECT/EUAEED OF MY CONFLICTS, ERRO!L OR
OMISSIONS PION TO SUDM690N OF CONTRACTORS PROPOSAL IN THE EVER OF
DISCREPANCIES THE CONTRACTOR 94ALL PRICE THE MORE COSILY AIR EX10/9VE WORK,
UNLESS DIRECTED OTHERWISE
THE CONTRACTOR SMALL PERFORM VOW DURING OWNER'S PREFERRED HOURS TO AVIOID
DISTIBNG NORMAL BUSINESS,
,EL
CONTRACTOR SHALL CALL LINDERCROLI D SEANCE ALERT (USA) IN CALIFORNIA FOR
UNDERGROUND UTILITY MARKWY PRIOR TO CONSTRUCTION. 1—IEEE-227-2600.
10.
ABBREVIATIONS:
ADJ
ADJUSTABLE
Q
AND
APPROX
APPRODMATE
O
AT
BTS
BASE TRANSMISSION STATION
CAB
CABINET
CLG
CEILING
CONC
CONCRETE
CONT
CONTINUOUS
DIA OR I
DIAMETER
DWG
DRAWING
EA
EACH
ELEC
ELECTRICAL
ETEV
ELEVATION
EO
EQUAL
EQUIP
EQUIPMENT
EGB
EQUIPMENT GROUND BAR
(E)
EXISTING
EXT
EXTERIOR
FF
FDOSHEO FLOOR
GA
GAUGE
GALv
GALVANIZED
GC
GENERAL CONTRACTOR
GRND
GROUND
LG
LONG
MAX
MAXIMUM
MECH
MECHANICAL
NFT(
MANUFACTURER
MOB
MASTER GROUND BAR
MIN
MINIMUM
MTL
METAL
NIC
NOT IN CONTRACT
NTS
NOT TO SCALE
OC
ON CENTER
OPP
OPPOSITE
PCs
PERSONAL COMMUNICATION SYSTEM
SF
SOUARE FOOT
SHT
SHEET
SIM
SIMILAR
SS
STAINLESS STEEL
STL
STEEL
TOC
TOP OF CONCRETE
TOM
TOP OF MASONRY
TYP
TYPICAL
VG
VERIFY IN FIELD
LION
UNLESS OTHERWISE NOTED
WWF
WELDED WIRE FABRIC
W/ WITH
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------
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ZONE: R4
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^ ZONE: AR -AG.
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RES. ZONE AR -AG. RES BUTTE COUNTY
I BUTTE COUNTY \
I
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ZONE: AR -AG. RES.
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BUTTE COUNTY
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BUTTE COUNTY RESIDENTIAL TOWNHOUSES'
- — BUTTE COUNTY
',EXISTING
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WEIGHT: 27 LBS LATTI(
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PROVIDE (3) 2' DIA. &
(2) 1' DIA. MICROWAVE
ANTENNAS 2 MICROV
1-16.2
GPS SPECIFICATION MICROWAVE SPECIFICATION SECTOF
SCALE (24'106': NOT TO SCALE 3 SCALE (24'06'): NOT TO SCALE
SCALE: (Il'IOY): NOT TO SCALE SCALE (Il'x17-k NOT TO SCALE
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Suit. 764
.11
Portl-4 Or. 97210
503 274 7600
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SECTION ® SECTION 2
ANMWA OEUgS
sutra (24-X36'):
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NOTEc•
I. SERVICE POWER TO EQUIPMENT SHALL BE 120/24OVAC. 100A.
SINGLE PHASE.
2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY BEFORE
THE START OF CONSTRUCTION. POWER AND TELEPHONE CONDUIT
SHALL BE PROVIDED AND INSTALLED PER UTILITY REQUIREMENTS
AND UTILITY.
3. ALL SERVICE EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH
THE N.E.C., UTILITY COMPANY AND LOCAL CODE REQUIREMENTS.
LOSS OF POWER RELAYS (LPRs) WILL MONITOR UTILITY POWER.
4. GENERATOR 1 POWER R GENERATOR 2 POWER. LPRs SHALL BE
LOCATED WITHIN NEMA 311 JUNCTION BOX. LPRs SHOULD BE
FUSED TO ELIMINATE THE RISK OF A LPR FAULT/FAILURE
CAUSING THE MAIN POWER FUSES TO TRIP.
UTILITY -120/240V
1—PHASE. 3W
(3)—B3/0 IN
2" CONDUIT
METER (BY
CONTRACTOR)
3—/3/0 +
1—/3 GRD IN
2' CONDUIT
100A 120/24OV. 1—PHASE.
3W OISTIBUTION PANEL
WW/INTERGRATED MANUAL
TRANSFER SWATCH AND
A/C POWER TVSS
BACKFILL (SAND OR
NATIVE SOIL) PER ASTM
STANDARDS
A MECHANICAL CONNECTION
3—p/O +
(DOUBLE HOLE LUG)
1—#3 GRD IN
■ CAD WELD CONNECTION
2" CONDUIT
1—/4
SPECIFICATIONS
----�
I =
IOOA II
TOWER AT ANTENNA
IN
LEVEL
DISCONNECT
L ----J
IMPORTED SOIL
3—/3/0 +
1—/3 GRD IN
2' CONDUIT
100A 120/24OV. 1—PHASE.
3W OISTIBUTION PANEL
WW/INTERGRATED MANUAL
TRANSFER SWATCH AND
A/C POWER TVSS
BACKFILL (SAND OR
NATIVE SOIL) PER ASTM
STANDARDS
A MECHANICAL CONNECTION
(DOUBLE HOLE LUG)
■ CAD WELD CONNECTION
COMPACTED
CONNECT PER MANUFACTURER
SPECIFICATIONS
BACKFILL WITH
GROUND BAR MOUNTED
SATISFACTORY
TOWER AT ANTENNA
'TO
GROUND BAR
LEVEL
BTS
IMPORTED SOIL
/6 GROUND LEAD TO
PROPOSED CLEARVARE
ANTENNA MOUNT (TYP.)
UTILITY WARNING
ANTENNA
2'0 CONDUIT WHERE
EXISTING GROUND
RING CEDCE OF /
SLAB
/2 SOLID IN
FLEXIBLE
NON—METALLIC
CONDUIT LEAD TO
6' MIN. TYP.
ONE LINE DIAGRAM
EXISTING GROUND
SCALE (24-X30 NOT TO SCALE
RING
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PAVING. MATCH
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SCALLS Ormrk NOT TO SCALE
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OTHER PROPOSED
CLEARWIRE ANTENNA
MOUNT (TYP.) -
#2 GROUND LEAD
TO EXISTING GROUND
RING
EXISTING GROUND
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ATTACH TO TOWER
GROUND 62 SOLIDE IN
FLEXIBLE NON—METAWC
CONDUIT LEAD TO
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APPLICABLE
COORDINATE SIZE
AND TYPE WITH
LOCAL UTILITY
6' MIN. TYP. 6'
6' MIN. TYP.
ONE LINE DIAGRAM
CONDUIT TRENCH
SCALE (24-X30 NOT TO SCALE
3 SCALE: (24-M-; NOT TO SCALE
2
SCALE: (11 -Mn NOT TO SCALE
SCALE (11'X)n NOT TO SCALE
SCALE (24'11707: NOT TO SCALE
SCALLS Ormrk NOT TO SCALE
/6 GROUND LEAD TO
OTHER PROPOSED
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MOUNT (TYP.) -
#2 GROUND LEAD
TO EXISTING GROUND
RING
EXISTING GROUND
RING
ATTACH TO TOWER
GROUND 62 SOLIDE IN
FLEXIBLE NON—METAWC
CONDUIT LEAD TO
EXISTING GROUND RING
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PACIFIC TELECOM
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GAZLEY
PLOWMAN
2704 mw %ughn ARCHITECTS
sea 754
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Radiofrequency Emissions Compliance Report CA-CHCOI l
East Avenue/T-Mobile, Chico, CA
APPENDIX C
Other RF Emissions Sources (from FCC database) in Vicinity of Project Site
EBI Consulting
14
11
C|eamvireCorporoton
5508 Lake Washington Bou|evurd, Suite 300
Kirkland, WA 98033
CA'[HCU||-East Avenue/T'Mobi|e
||0\x/ East Road
Chico, CA 95926
Vicinity Location
A-71
EBI
11 11' f IN C.
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Radiofrequency Emissions Compliance Report CA-CHCOI l
IEast AvenuelT-Mobile, Chico, CA
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APPENDIX D
ROOFVIEW® CALCULATIONs/EXPORT FILES
15
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Map, Settings, Antenna, and Symbol Data Table .. Exported from workbook -> RoofView 4.15.x1s
Done on 8/10/2006 at 2:02:20 PM.
Use this format to prepare other data sets for the RoofView workbook file.
You may use as many rows in this TOP header as you wish.
The critical point are the cells in COLUMN ONE that read 'Start...' (eg. Start MapDefinition)
If used, these (4) headers are required to be spelled exactly, as one word (eg. StartMapDefinition)
The very next row will be considered the start of that data block.
The first row of the data block can be a header (as shown below), but this is optional.
When building a text file for import, Add the Map info first, then the Antenna data, followed by the symbol data.
All rows above the first marker line 'Start...' will be ignored, no matter how many there are.
This area is for you use for documentation.
End of help comments.
You can place as much text here as you wish as long as you don't place it below
the Start Map Definition row below the blue line.
You may insert more rows using the Insert menu.
Should you need additional lines to document your project, simply insert additional rows
by highlighting the row number adjacent to the blue line below and then clicking on the Insert menu
and selecting rows.
Roof Max )Roof Max )Map Max VMap Max XY Offset
X Offset Number of envelope
(ft) dBd
BWdth
57 71
90 90 30
10
1 $U$134:$C$U$134:$CM$190
30
Sta(— rtSettingsData
3
17 90;90
30
106 VC
3
Standard Method
Uptime Scale Fad, Low Thr
Low Color Mid Thr
Mid Color Hi Thr
Hi Color Over ColorAp Ht Mult Ap Ht Method
4 2
1 1 20
1
50 2 100
2 3 1.5
1
StartAntennaData
It is advisable to provide an ID (ant 1) for all antennas
30
120 VC
6
65;270
(MHz) Trans Trans
Coax Coax
Other Input
Calc (ft)
(ft)
ID Name
Freq Power Count
Len Type
Loss Power
Power Mfg Model X
Y
A Clearwire
2500
50
50 Stella Dora26SD9890
31
B Clearwire
2500
50
50 Stella Dora 26SD9890
31
C Clearwire
2500
50
50 Stella Dora26SD9890
31
T1 T -mobile
1900
100
100 Unkown
31
T2 T -mobile
1900
100
100 Unkown
31
T3 T -mobile
1900
100
100 Unkown
31
T Omni T -mobile
1900
100
100 Unkown
31
St(_artto (Data
(ft)
(ft) dBd
BWdth
Z
Type
Aper Gain
Pt Dir
30
106 VC
3
17 90;90
30
106 VC
3
17 90;180
30
106 VC
3
17 90;270
30
120 VC
6
65;90
30
120 VC
6
65;180
30
120 VC
6
65;270
30
135 VC
10
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Real Estate Services
Site Investigation
EHS Services
Atlanta, GA
Baltimore, MD
Burlington, MA
Chicago, IL
Dallas,TX
Denver, CO
Exeter, NH
Houston,TX
Los Angeles, CA
New York, NY .
Phoenix,AZ
Portland, OR
San Francisco, CA
Seattle, WA
York, PA
Telecom Services .
:r ABi! MO..+ -
SS 60
ACB NQ �
ADC
A 7
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C O N S U L T I N G
Four Street
Burlington, MA 01803
Tel: 781/273.2500
Toll Free: 800/786.2346
Fax: 781/273.3311
www.ebiconsulting.com
Process Engineering I
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VICINITY MAP ®
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CLEARWIRE (CW) PROPOSES TO APPEND AN EXISTING CELLULAR FACILITY BY THE
ADDITION OF (8) ANTENNAS (FOUR (4) PANEL & FOUR (4) MICROWAVE) TO AN
EXISTING LATTICE TOWER WITH BTS EQUIPMENT MOUNTED DIRECTLY BEHIND THE
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SITE INFORMATION PROJECTCONTACTS32
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EPIC WIRELESS GROUP
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LONGITUDE: 121' 52' 56.1' W { SUI SOUTH LEXINGTON DR.
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LAT/LONG TYPE: NAD 83 PHONE: (53o) 878-9117
DRIVING DIRECTIONS
DRAWING INDEX
dwiltsee®sbcglobdl.nel
ELEVATION: 167' AYSL -
SITE OWNER: T-MOBLEL
CURRENT USE: MASONIC TEMPLE/ CONTACT: DIANE TARDIFF
TELECOMMUNICATIONS PHONE: ({25) 398-7550
FACILITY
-FROM FOLSOM. CA. TAKE BARTON ROAD NORTH
-TURN LEFT (WEST) ON ROCKLIN ROAD
SHEET CONTENTS
7-1 TITLE SHEET AND GENERAL INFORMATION
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PROPOSED USE: TELECOMMUNICATIONS PROPERTY OWNER: LELAND STANDFORD MASONIC
-TUNRN RIGHT (NORTH) ON SIERRA COLLEGE ROAD AND
TRAVEL NORTH APPROX. 7.9 MILES
t— U S
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FACILITY TEMPLE ASSOCIATION
P.O. BOX 784
CHICO, CA. 95927
-TURN LEFT (WEST) ONTO SR 193 AND DRIVE 3 MILES
G-1 GENERAL NOTES
A-1 SITE PLAN
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POWER: PG @ E PHONE: (530) 342-7143
W L) V
TELCO: AT&T
-TURN RIGHT (NORTHWEST) ONTO SR 65 (G STREET) AND
GO. 20 MILES.
A-2 ENLARGED SITE PLAN AND SOUTH
ELEVATION
JURISDICTION: BUTTE COUNTY
-SR 65 BECOMES HWY 70, CONTINUE ON HWY 70 APPROX
A-3 EQUIPMENT DETAILS
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ZONING: A-S.AGRICULTURE
37 PILES
A-4 ANTENNA DETAILS
APPLICABLE CODE: 2001 CALIFORNIA BUILOING -
-EXIT INTO SR 149 AND GO APPROX. 4.6 MILES
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STANDARDS CODE
-MERGED INTO SR99. GO APPROX. 13 MILES.
E-1 GROUNDING PLAN AND DETAILS
TYPE: V -N
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ALERT NORTH
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EPIC WIRELEBB GROUP, INC. •
CALIFORNIA UNDERGROUND SERVICE
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5508 LAKE WASHINGTON BLVD, Houston, Texas 77074 381 S. LEXINGTON DR. 19807 Nt'CREEK PARKWAY N.
SUITE 300 Phone (713) 773-2525 SUITE #103 BOTHEL, WA 98011
TITLE SHEET AND
INFORMATION CONTAINED W THIS SET OF DOCUMENTS 15
KIRKLAND. WA 98033 Fax (713) 773"2558THE
FOLSOM, CA 95830
GENERAL INFORMATION
-
PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER
THAN THAT WHICH RELATES TO CLEARWIRE SERVICES IS
REVISION 0
'
STRICTLY PROHIBITED.
GENERAL NOTES:
I. DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS TAKE PRECEDENCE. THIS
SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES 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 PROPOSED FACIUTY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE
WATER OR SEWER SERVICE.
3. THE PROPOSED FACIUTY IS UNMANNED AND IS NOT FOR HUMAN HABITAT. (NO
HANDICAP ACCESS IS REQUIRED).
4. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND
DRAWINGS PROVIDED BY THE SITE OWNER. DRAWINGS WERE PREPARED FROM SITE
SPECIFIC DETAILS AND STANDARDIZED DETAILS DEVELOPED BY CLEARICRE. LLC.
STANDARDIZED DETAILS ARE TO BE CONFIRMED AND CORRELATED AT THE SITE BY
THE CONTRACTOR. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
MODIFICATIONS DUE TO FIELD CONDITIONS MUST BE SUBMITTED TO. AND
APPROVED BY, CLEARWIRE PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH
CONSTRUCTION.
5. CONTRACTOR SMALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE
,CONSTRUCTION OPERATION.
S. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND
INSPECTIONS REQUIRED FOR CONSTRUCTION.
7. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY
BASIS.
8. 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 NSR 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.
9. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORZATION TO PROCEED
WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED
BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS.
10. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE
CONTRACT DOCUMENTS. THE CONTRACTOR SWILL BE SOLELY RESPONSIBLE FOR ALL
CONSTRUCTION MEANS, METHODS. TECHNIQUES, SEQUENCES. AND PROCEDURES FOR
COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
11. THE CONTRACTOR SMALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO
MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE
1 LOCAL CODES OR ORDINANCES TAKE PRECEDENCE,
12. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN
STRICT ACCORDANCE WITH ALL APPLICABLE CODES. REGULATIONS. AND
ORDINANCES. CONTRACTOR SMALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,
ORDINANCES. RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY,
MU
NICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE
JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK.
13. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT
TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE.
It. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE
MARSHALL APPROVED MATERIALS IF APPUCABLE TO THIS FACIUTY AND OR
PROJECT SITE.
15. CONTRACTORTO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT
LESS THAN 2-A OR 2-AIOBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF
PROJECT AREA DURING CONSTRUCTION.
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ADJUSTABLE
ENGINE8RING, LLC
19. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING
@
AND
OW 8W FREEWAY, Me, RW
IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON
APPRO%
APPROXIMATE
111AX
11WWIUA T.-7To71
' COMPLETION OF WORK, CONTRACTOR SWILL REPAIR ANY DAMAGE THAT MAY HAVE
Y
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OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY.
BTS
CAB
BASE TRANSMISSION STATION
CABINET
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CEILING '
17. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE
GONG
CONT
CONCRETE
CONTINUOUS
CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK.
DM ORW
DIAMETER
CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR
DWG
DRAWING
~
OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SMALL NOT
EA
EACH
Jet s. 1ExoIcloN m.
EXCUSE SOD CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN
ELEC
ED
ELECTRICAL
ELEVATION
sart Elm
ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE
EO
EQUAL
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RESPONSIBILITY OF NOTIFYING (IN MARRING) THE ARCHITECT/ENGINEER OF ANY
EQUIP
EQUIPMENT
CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S
EGB
EQUIPMENT GROUND BAR
,
PROPOSAL IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE
(E)
EXISTING
EXTERIOR
MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE.
EXT
E
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FINISHED FLOOR
'
GA
GAUGE
18. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO
GALV
GALVANIZED
AVOID DISTURBING NORMA_ BUSINESS.
GC
GRND
GENERAL CONTRACTOR
GROUND
LMAX
LONG
19. CONTRACTOR SHALL CAL UNDERGROUND SERVICE ALERT (USA) IN CALIFORNIA FOR
MAXIMUM
UNDERGROUND UTIUTY MARKOUT PRIOR TO CONSTRUCTION. 1-800-227-2800.
MECH
MECHANICAL
WAR
MANUFACTURER
.i
MOB
MASTER GROUND BAR
W
MIN
MTL
MINIMUM
METAL
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NOT IN CONTRACT
•
NTS
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NOT TO SCALE
ON CENTER
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OPPOSITE
PCS
PERSONAL COMMUNICATION SYSTEM
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TOP OF CONCRETE
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EXISTING EQUIPMENT
EXISTING TOWER FOUNDATION
(DESIGNED BY OTHERS)
ENLARGED SITE PLAN
AND ELEVATION
®
SCALE: 1/4' = 1'-0' (24x36 SIZE)
1
WEST ELEVATION
-0
SCALE: 1/8' = 1'• (24x3s slzE)
2
REVISION 1 0
ENLARGED SITE PLAN
SCALE: 1/8' = 1'-0' (11x17 SIZE)
SCALE: 1/16"= 1'-0' (11x17 SIZE)
EAST AVE./T..MOBILE
CA-CHC011
PROJECT DESCRIPTIONS
CLEARWIRE (CW) PROPOSES TO APPEND AN EXISTING CELLULAR FACILITY BY THE
ADDITION OF (8) ANTENNAS (FOUR (4) PANEL & FOUR (4) MICROWAVE) TO AN
EXISTING LATTICE TOWER WITH BTS EQUIPMENT MOUNTED DIRECTLY BEHIND THE
ANTENNAS AND A SITE SUPPORT CABINET NEAR THE BASE OF THE SAME TOWER.
SITE INFORMATION PROJECT CONTACTS
SITE ADDRESS:
1110 W. EAST ROAD
ARCHITECT/
SAM LAMENDOLA
Mobile®
CHICO. CA 95926
ENGINEERING:
MAX ENGINEERING, LLC
A-2
ENLARGED SITE PLAN AND SOUTH
9000 SOUTHWEST FREEWAY
ATC SITE®:
CA—CHC011
5508 LAKE WASHINGTON BLVD,
SUITE #410
381 S. LEXINGTON DR.
19807 N.
CREEK PARKWAY N.
HOUSTON, TX 77074
PARCEL NUMBER:
042-070-197
BOTHEL, WA 98011
MOBILE: (717) 873-0466
LATITUDE:
39' 44' 45.5" N
GENERAL CONTACT:
DAVID WILTSEE
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0 0
W
EPIC WIRELESS GROUP
381 SOUTH LEXINGTON DR.
LONGITUDE:
121' 52' 56.1" W
SUITE #103
FOLSOM, CA 95630
LAT/LONG TYPE:
NAD 83
PHONE: (530) 878-9117
dwiltsee@sbcglobal.net
ELEVATION:
167' AMSL
i
SITE OWNER:
T—MOBILE
CURRENT USE:
MASONIC TEMPLE/
CONTACT: DIANE TARDIFF
o:
TELECOMMUNICATIONS
PHONE: (425) 398-7550
FACILITY
0
PROPERTY OWNER:
LELAND STANDFORD MASONIC
PROPOSED USE:
TELECOMMUNICATIONS
z
TEMPLE ASSOCIATION
FACILITY
P.O. BOX. 784
CHICO, CA. 95927
POWER:
PG & E
PHONE: (530) 342-7143
TELCO:
AT&T
JURISDICTION:
BUTTE COUNTY
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ZONING:
A-5 AGRICULTURE
APPLICABLE CODE:
2001 CALIFORNIA BUILDING
0
2
STANDARDS CODE
CONSTRUCTION TYPE:
V—N
OCCUPANCY TYPE: '
UNOCCUPIED
Uj
PROJECT AREA:
49 SO. FT.
PROJECT TEAM
VICINITY MAP
SITE
���....
43,
I DRIVING DIRECTIONS
1
i
i
FROM FOLSOM, CA, TAKE BARTON ROAD NORTH
—TURN LEFT (WEST) ON ROCKLIN ROAD
—TUNRN RIGHT (NORTH) ON SIERRA COLLEGE ROAD AND
TRAVEL NORTH APPROX. 7.9 MILES
—TURN LEFT (WEST) ONTO SR 193 AND DRIVE 3 MILES
t —TURN RIGHT (NORTHWEST) ONTO SR 65 (G STREET) AND
GO 20 MILES.
—SR 65 BECOMES HWY 70, CONTINUE ON HWY 70 APPROX
37 MILES
—EXIT INTO SR 149 AND GO APPROX. 4.6 MILES
—MERGED INTO SR99, GO APPROX. 13 MILES.
—TURN LEFT (SOUTHWEST) ONTO EAST AVENUE AND GO
APPROX. 1.8 MILES .
—SITE IS A LATTICE TOWER AT CORNER OF NORD AVE. AND
W. EAST AVE.
I e a r w 'r ®
MAX ENGINEERING, LLC
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GENERAL NOTES
9000 SW FREEWAY, Ste • 410
SITE PLAN
A-2
ENLARGED SITE PLAN AND SOUTH
Houston, Texas 77074
EPIC WIRELESS GROUP, INC.
EQUIPMENT DETAILS
5508 LAKE WASHINGTON BLVD,
ANTENNA DETAILS
381 S. LEXINGTON DR.
19807 N.
CREEK PARKWAY N.
SUITE 300
Phone (713) 773-2525
SUITE #103
BOTHEL, WA 98011
KIRKLAND, WA 98033
Fax (713) 773-2558
FOLSOM, CA 95630
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DRAWING INDEX
SHEET
CONTENTS
T-1
TITLE SHEET AND GENERAL INFORMATION
G-1
GENERAL NOTES
A-1
SITE PLAN
A-2
ENLARGED SITE PLAN AND SOUTH
ELEVATION
A-3
EQUIPMENT DETAILS
A-4
ANTENNA DETAILS
E-1
GROUNDING PLAN AND DETAILS
At all new services & grounding trenches,
provide "WARNING" tope of 12" below
grod
�/ "CALL BEFORE YOU DIG"
1-800-227-2600
CALIFORNIA UNDERGROUND SERVICE ALERT NORTH
THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER
THAN THAT WHICH RELATES TO CLEARWIRE SERVICES IS
STRICTLY PROHIBITED.
'q� A
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5608 LAKE WASHINGTON BLVD NE
SUITE /300
KIRKLAND. WA 98033
MAX ENGINEERING, LLC
9000 SW FREEWAY, Ste • 410
Houston Texas 77074
Phone 1713t 773-2626
Fax 1713) 773-2668
fl -
EPIC WIRELESS GROUP. INC.
381 S. LEXINGTON DR.
Sur1E 8103
FOLSOM, CA 95630
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TITLE SHEET AND
GENERAL INFORMATION
REVISION 0
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T- I
TITLE SHEET AND
GENERAL INFORMATION
REVISION 0
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5806 LAKE WASIaNG7ON BLVD NE
GENERAL NOTES:
ABBREVIATIONS:
SDS 1300
KIRKLAND. WA 98033
ADJ
ADJUSTABLE
MAXENGINEERING, LLC
1.
DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS
16. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING
&
AND
9000 SW FREEWAY, Bte • 41D
SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY;
IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON
APPROX
APPROXIMATE
Houston, Texas 77074
a
UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL
COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE
O
BTS
AT
Phone 1719) 779-2626
INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR, AND ANY REQUIREMENTS
OCCURRED DUE 70 CONSTRUCTION ON OR ABOUT THE PROPERTY.
CAB
BASE TRANSMISSION STATION
CABINET
Fax 1716)N
DEEMED NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS
CLG
CEILING
��••
AND OWNER'S PROJECT MANUAL.
17. THE ARCHITECTSENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE
/ENGINEERS
CONC
CONT
CONCRETE
CONTINUOUS
CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK.
DIA OR
DIAMETER
2.
THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE
CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR
DWG
DRAWING
EPIC WIRELESS GROUP. INC.
WATER OR SEWER SERVICE.
OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT
EA
EACH
381 S. LEXINGTON OR
EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN
ELEC
ELEV
ELECTRICAL
ELEVATION
SUITE /103
3.
THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITAT. (NO
ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE
EQ
EQUAL
FOLSOM. CA 95630
HANDICAP ACCESS IS REQUIRED).
RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY
EQUIP
EQUIPMENT
CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S
EGB
EQUIPMENT GROUND BAR
4.
INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND
PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE
(E)
EXISTING
DRAWINGS PROVIDED BY THE SITE OWNER. DRAWINGS WERE PREPARED FROM. SITE
EXT
EXTERIOR
SPECIFIC DETAILS AND STANDARDIZED DETAILS DEVELOPED BY CLEARWIRE, LLC.
MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE.
FF
FINISHED FLOOR
STANDARDIZED DETAILS ARE TO BE CONFIRMED AND CORRELATED AT THE SITE BY
GA
GAUGE
THE CONTRACTOR. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
18. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO
GALV
GALVANIZED
MODIFICATIONS DUE TO FIELD CONDITIONS MUST BE SUBMITTED TO, AND
AVOID DISTURBING NORMAL BUSINESS.
GC
GENERAL CONTRACTOR
APPROVED BY, CLEARWIRE PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH
GRND
GROUND
CONSTRUCTION.
LG
LONG
19. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) IN CAUFORNIA FOR
MAX
MAXIMUM
UNDERGROUND UTILITY MARKOUT PRIOR TO CONSTRUCTION. 1-800-227-2600.
MECH
MECHANICAL
MFR
MANUFACTURER
5.
CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE
MGB
MASTER GROUND BAR
w
CONSTRUCTION OPERATION.
MIN
MINIMUM
MTL
METAL
6.
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND
NIC
NOT IN CONTRACT
INSPECTIONS REQUIRED FOR CONSTRUCTION.
NTS
OC
NOT E SCALE
ON CENTER
O
OPP
OPPOSITE
7.
CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY
PCS
PERSONAL COMMUNICATION SYSTEM
BASIS.
SF
SQUARE FOOT
SHT
SHEET
LI
8.
PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB
SIM
SS
SIMILAR
STAINLESS STEEL
\
SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED
STL
STEEL
--I
W
PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE
TOC
TOP OF CONCRETE
CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM
TOM
TOP OF MASONRY
TYPICAL
N
U
THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH
TYP
VIF
VERIFY IN FIELD
(71
N
CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO
LI
UN
O
UNLESS OTHERWISE NOTED
= o,
�
THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING.
WWF
WELDED WIRE FABRIC
a
Y) � 3�
W/
WITH
O
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9.
THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED
WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED
W U U
BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS.
10.
THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE
o
CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL
n
CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR
COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
o
it.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO
Z
0
MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE
1—
LOCAL CODES OR ORDINANCES TAKE PRECEDENCE.
12,
ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN
z
N
o
STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND
0
v
ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,
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ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY,
I`
MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE
w
JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK.
N
13.
THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT
o
TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE.
14.
SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L. LISTED OR FIRE
MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR
PROJECT SITE.
G-1
15.
CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT
LESS THAN 2-A OR 2-A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF
PROJECT AREA DURING CONSTRUCTION.
GENERAL NOTES
REVISION 0
ADJACENT ZONING
ZONE: AR—AGRICULTURAL
RESIDENTIAL
BUTTE COUNTY
ADJACENT ZONING
ZONE: A-5 AGRICULTURAL
BUTTE COUNTY
SITE PLAN
ZONE: AR -AG. RES. I I ZONE: AR -AG. RES..' ZONE: AR -AG. RES. I I ZONE: R4
BUTTE COUNTY I I BUTTE COUNTY I BUTTE COUNTY I (RESIDENTIAL TOWNHOUSES I I
I I BUTTE COUNTY 1
h -• - - - • • - - + - - I - - - - - -
I I ZONE: R4 I � I
I I RESIDENTIAL TOWNHOUSES I Q
ZONE: AR—AG'. RES. \ ZONE: AR—AG. RES. ZONE: AR—AG. RES \ BUTTE COUNTY
BUTTE COUNTY '- BUTTE COUNTY I BUTTE COUNTY
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Lu
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' ZONE: AR—AG. RES. ZONEAR—AG. RES. ZONE: AR—AG. RES. ZONE: R4
BUTTE COUNTY [BUTTE, COUNTY BUTTE COUNTY (RESIDENTIAL TOWNHOUSES
JBUTTE COUNTY —
IPROPERTY LINE 656'--7"
EXIST LEGAL DESCPRIPTION: I +
+I LANDSCAPING l ALL THAT CERTAIN REAL PROPERTY I ^ I
dr)
SITUATE IN THE STATE OF CALIFORNIA, �/CITY OF CHICO. DESCRIBED
AS FOLLOWS: W
Lai
z 1 TAX PARCEL ID: I J
MAP 42, LOT 197, BLOCK 07 I I Z R-11/26"SUBURBAN RESIDENTIAL
Z EXISTING BUTTE COUNTY
MASONIC 0 I
a EXISTING 130 (t) T— TEMPLE cr
¢ (MOBILE LATTICE TOWERNIN I OL SITE ENTRY
OL W/PROPOSED �RWI j ZONE: A-5 AGRICULTURAL
(ANTENNAS BUTTE COUNTY
1
A I ADJACENT ZONING
ZONE: S—R-1/2 SUBURBAN RESIDENTIAL
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5608 LAKE WASHINGTON BLVD NE
SUITE /300
KIRKLAND. WA 98033
MAX ENGINEERING, LLC
WOO SW FREEWAY, Ste • 410
Roustoa Texas 77074
Phone (719) 773-2625
Fax (713) 773-2668
.09 1
IL. WIRELESS GROUP. INC.
381 S. LEXINGTON DR.
SURE 0103
FOLSOM. CA 95630
m
BUTTE COUNTY
XIST.
I
PARKING
I
EXISTING
LOT7
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GARAGE
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PROPERTY UNE 666' (+/—)
1
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601'-T±:
1
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SCALE: 1" = 100'-0" (11x17 SIZE)
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5608 LAKE WASHINGTON BLVD NE
SUITE /300
KIRKLAND. WA 98033
MAX ENGINEERING, LLC
WOO SW FREEWAY, Ste • 410
Roustoa Texas 77074
Phone (719) 773-2625
Fax (713) 773-2668
.09 1
IL. WIRELESS GROUP. INC.
381 S. LEXINGTON DR.
SURE 0103
FOLSOM. CA 95630
SITE PLAN
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H -FRAME
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ENLARGED SITE PLAN
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SUITE /300
KIRKLAND. WA 98033
EXISTING OMNI
ANTENNAS MAX ENGINEERING, LLC
. MM SW FREEWAY. Ste • 00
_ Houston Texas 77074
- - Phone 013) 779-2525
EXISTING MW DISH Fax 1713) 773-2558
ANTENNA
EXISTING 4' i� •�'•
WIDE MAN / EXISTING PANEL
GATE.
ANTENNAS
� -/-
—x --x— x- x- X- x- X ' PROPOSED CLEARVARE (4)
EPIC WIRELESS GROUP. INC.
SECTOR ANTENNA ARRAY W/1 1'6 381 S. LEXINGTON DR.
EXISTING
n FUTURE, RC O 113 (t) A-4 SUITE /103
ti.
' COAX - I F'OLSOM. G 95630
. SHROUD .> PROPOSED (4) CLEARVIIRE 1.6
MICROWAVE ANTENNAS O A_4
oEXIST. 110' (t)CONC
-
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0
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PROPOSED CLEARWIRE 1
(4) SECTOR ANTENNA A-4
ARRAY do (4) MICROWAVE
ANTENNA. $SEE NOTE BELOW
PROPOSED CLEARWIRE COAXEE CABLE CONDUIT W/ SHROUT
RUN ON CONIC. SLAB. P
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T -O'
CLEARWIRE
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LEASE AREA
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2' MW DISH AZI ® 89'
1' MW DISH AZI O 131'
2' MW DISH AZI 0261r.
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EXISTING EQUIPMENT
EXISTING 130'(±)
T -MOBILE LATTICE
TOWER (DESIGNED BY
OTHERS)
EXISTING FIR TREE
EXISTING GARAGE (BEYOND
SITE)
PROPOSED CLEARWIRE e
CABINET ON EXISTING A-3
CONCRETE SLAB
NEW GPS ANTENNA MOUNTED e
ON EXISTING CONCRETE
SLAB E-1
EXISTING 6' HIGH CHAIN-
LINK FENCE WITH (3)
STRAND BARBED WIRE
EXISTING UTILITY
H -FRAME
EXISTING TOWER FOUNDATION
(DESIGNED BY OTHERS)
SCALE: 1/8" = 1'-0" (24x36 SIZE) I I
SCALE: 1/16" = 1'-0" (11x17 SIZE) 2
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AND ELEVATION
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ESTES ROAD / SBA
CA-CHCO07
PROJECT DESCRIPTIONS
CLEARWIRE (CW) PROPOSES TO APPEND AN EXISTING CELLULAR FACILITY BY THE
ADDITION OF (7) ANTENNAS (FOUR
(4) PANEL & THREE (3) MICROWAVE) TO AN
EXISTING LATTICE TOWER WITH BTS
EQUIPMENT MOUNTED DIRECTLY BEHIND THE
ANTENNAS AND A SITE,SUPPORT
CABINET NEAR. THE BASE OF THE SAME TOWER.
SITE INFORMATION
PROJECT CONTACTS
SITE ADDRESS: ESTES ROAD
ARCHITECT/ SAM LAMENDOLA
CHICO, CA 95928
ENGINEERING: MAX ENGINEERING, LLC
E-1
9000 SOUTHWEST FREEWAY
SITE ID ESTES ROAD
SUITE #410
PARCEL NUMBER: 039-4011
HOUSTON, TX 77074
MOBILE: (717) 873-0466
LATITUDE: 39' 42' 56.9"
GENERAL CONTACT: JOSH JORDAN
O
EPIC WIRELESS GROUP
381 SOUTH LEXINGTON DR.
LONGITUDE 121' 50' 13.2"
SUITE #103
FOLSOM, CA 95630
LAT/LONG TYPE: NAD 83
PHONE: (916) 984-5928
00
josh.jordon@epicwireless.net
ELEVATION: 184.00'
m
Cn
SITE OWNER: SBA NETWORK SERVICES
CURRENT USE: TELECOMMUNICATIONS
ONE TOWN CENTER, 3rd FLOOR
FACILITY
BOCA RATON, FL 33486
}
1
CONTACT; MATT HAZARD
PROPOSED USE: TELECOMMUNICATIONS
PHONE: (360) 601-6100
FACILITY
POWER: PG & E
TELCO: AT&T
JURISDICTION: CITY OF CHICO
ZONING: r I 4
APPUCABLE CODE: 2001 CALIFORNIA BUILDING v Orre�-
STANDARDS CODE
��
CONSTRUCTION TYPE: V -N
' '"`r�
OCCUPANCY TYPE: UNOCCUPIED
PROJECT AREA: 49 SO. FT.
PROJECT TEAM
VICINITY MAP
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-...
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App VA CL -E1' LN
DRIVING DIRECTIONS
-FROM FOLSOM, CA TAKE 1-80 TOWARDS SACRAMENTO
-EXIT INTO 1-5 SOUTH
-TAKE RAMP ONTO SR -36/ SR -99 (CA-99/CA-36 CHICO)
-KEEP STRAIGHT ONTO SR -99 (ANTELOPE BLVD.)
-TURN RIGHT ONTO RAMP (CA -32/ CHESTER/ ORLAND)
-TURN LEFT ONTO W 8TH ST.
-TURN LEFT ONTO CHERRY ST.
-DRIVE THRU W 9TH ST. INTERSECTION AND TURN RIGHT ON
DAYTON RD.
-FOLLOW TO DEAD END, DRIVE AROUND BARRACADES AND
TURN LEFT ON GRAVEL ROAD.
-TOWER IS LOCATED APPROX. 1'/2 MILE ON EAST SIDE OF
RR TRACKS
m e ® MAX ENGINEERING, LLC
dearw"rtz 9000 SW FREEWAY, Ste a 410 f'SBA
Houston, Texas 77074 EPIC WIRELE89 GROUP, INC.
5508 LAKE WASHINGTON BLVD, Phone (713) 773-2525 381 S. LEXINGTON DR. ONE TOWN CENTER
SUITE 300 SUITE #103 3rd FLOOR
KIRKLAND, WA 98033 Fax (713) 773-2558 FOLSOM, CA 95630 BOCA RATON, FL 33486
DRAWING INDEX
SHEET
CONTENTS
T=1
TITLE SHEET AND GENERAL INFORMATION
G-1
GENERAL NOTES
A-1
SITE PLAN
A-2
ENLARGED SITE PLAN AND ELEVATION
A-3
EQUIPMENT DETAILS
A-4
ANTENNA DETAILS
E-1
GROUNDING PLAN AND DETAILS
At all new services & grounding trenches,
provide 'WARNING" tapesat 12' below grade.
C -T_., IL,
j "CALL BEFORE YOU DIG"
1_800_227_2600
CALIFORNIA UNDERGROUND SERVICE ALERT NORTH
THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER
THAN THAT WHICH RELATES TO CLEARWIRE SERVICES IS
STRICTLY PROHIBITED.
clearw're®
5808 LAKE WASKNGION BLVD NE
SURE #300
KIRKLAND, WA 98033
MAX ENGINEERING, LLC
8000 8W FREEWAY. Ste • 4t0
HouetoR Texee 77074
Phmre 17181 773-2526
Fax mW TM2668
.06-1
IC vn"ELE®e BROUP,
381 S. LEXINGTON DR.
SUITE #103
FOLSOM. CA 85630
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GENERAL NOTES:
1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE _PRECEDENCE; THIS
SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES 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 PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE
WATER OR SEWER SERVICE.
S. THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITAT. (NO
HANDICAP ACCESS IS REQUIRED).
4. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND
DRAWINGS PROVIDED BY THE SITE OWNER. DRAWINGS WERE PREPARED FROM SITE
SPECIFIC DETAILS AND STANDARDIZED DETAILS DEVELOPED BY PACIFIC TELECOM
SERVICES, LLC. STANDARDIZED DETAILS ARE TO BE CONFIRMED AND CORRELATED
AT THE SITE BY THE CONTRACTOR. THE CONTRACTOR SHALL FIELD VERIFY ALL
DIMENSIONS. MODIFICATIONS DUE TO FIELD CONDITIONS MUST BE SUBMITTED TO, AND
APPROVED BY, CLEARWIRE PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH
CONSTRUCTION.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE
CONSTRUCTION OPERATION.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND
INSPECTIONS REQUIRED FOR CONSTRUCTION.
7. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY
BASIS.
8. 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.
9. 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.
10. 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, AND PROCEDURES FOR
COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
11. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO
MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE
LOCAL CODES OR ORDINANCES TAKE PRECEDENCE.
12, 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.
13, THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT
TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE.
14. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE
MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR
PROJECT SITE.
15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT
LESS THAN 2-A OR -2-A1 OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF
PROJECT AREA DURING CONSTRUCTION.
16. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING
IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON
COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE
OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY.
17. THE ARCHITECTS/ENGINEERS 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 IMPRUVLMENTS IN
ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE
RESPONSIBILITY OF. NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY
CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S
PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE
MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE.
18. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO
AVOID DISTURBING NORMAL BUSINESS.
19. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) IN CALIFORNIA FOR
UNDERGROUND UTILITY MARKOUT PRIOR TO CONSTRUCTION. 1-800-227-2600.
ABBREVIATIONS:
ADJ
APPROX
BTS
CAB
CLG
CONC
CONT
DIA ORO
DWG
EA
ELEC
ELEV
EQ
EQUIP
EGB
(E)
EXT
FF
GA
GALV
GC
GRND
LG
MAX
MECH
MFR
MGB
MIN
MTL
NIC
NTS
OC
OPP
PCS
SF
SHT
SIM
SS
STL
TOC.
TOM
TYP
VIF
LION
WWF
W/
ADJUSTABLE
AND
APPROXIMATE
AT
BASE TRANSMISSION STATION
CABINET
CEILING
CONCRETE
CONTINUOUS
DIAMETER
DRAWING
EACH
ELECTRICAL
ELEVATION
EQUAL
EQUIPMENT
EQUIPMENT GROUND BAR
EXISTING
EXTERIOR
FINISHED FLOOR
GAUGE
GALVANIZED
GENERAL CONTRACTOR
GROUND
LONG
MAXIMUM
MECHANICAL
MANUFACTURER
MASTER GROUND BAR
MINIMUM
METAL
NOT IN CONTRACT
NOT TO SCALE
ON CENTER
OPPOSITE
PERSONAL COMMUNICATION SYSTEM
SQUARE FOOT
SHEET
SIMILAR
STAINLESS STEEL
STEEL
TOP OF CONCRETE
TOP OF MASONRY
TYPICAL
VERIFY IN FIELD
UNLESS OTHERWISE NOTED
WELDED WIRE FABRIC
WITH
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5808 LAKE WASHIM N BLVD NE
SUITE J300
KIRKLAND. WA 98033
MAX ENGINEERING, LLC
8000 8W FREEWAY, ata • 410
Houston Taxes 77074
Phone m3) 773-4948
Fax (713) 773-2568
.00-1
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381 S. LEXINGTON DR.
SURE 0103
FOLSOM. CA 95630
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SCALE: -1" = 120'-0" (11"x17"
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SUITE 8300
KIRKLAND, WA 98033
MAX ENGINEERING, LLC
9000 SW FREEWAY, Ste v 410
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Phone (7131773-2626
Fax (713) 773-2688
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SUITE 8103 `
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OF (8) ANTENNAS (FOUR (4) PANEL R FOUR (4) MICROWAVE) TO AN
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-
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CHICO. CA 95926 ENGINEERING: MAX ENGINEERING. LLC
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PARCEL NUMBER: 042-070-197 MOBILE: (717) 873-0466
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LATITUDE: 39' 44' 45.5' N 1 EPIC WIRELESS CROUP
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LAT/LONG TYPE: HAD 83 PHONE: (330) 878-8117
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DRIVING DIREC fIONS
DRAWING INDEX
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ELEVATION: 167' AMSL
SITE OWNER: C NOBRE
CURRENT USE: MASONIC TEMPLE/ CONTACT: DIANE TARDIFF
TELECOMMUNICATIONS PHONE: (425) 398-7550
-FROM FOLSOM, LA, TAKE BARTON ROAD NORTH
-TURN LEFT (WEST) ON ROCKLIN ROAD
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FACILITY
7-1 TITLE SHEET AND GENERAL INFORMATION
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PROPERTY OWNER: LELAND STANDFORD MASONIC
PROPOSED USE: TELECOMMUNICATIONS
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G-1 GENERAL NOTES
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A-1 SITE PN
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GO 2U MILEHS (NORTHWEST) ONTO SR 65 (G STREET) AND
A-2 ELLYATON SITE PLAN AND SOUTH
JURISDICTION: BUTTE COUNTY
-SR 65 BECOMES HWY 70. CONTINUE ON HWY 70 APPROX
A-3 EOUIPMENT DETAILS
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37 MILES
-EXIT INTO SR 149 AND GO APPROX. 4.6 MILES
A-4 ANTENNA DETAILS
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STANDARDS CODE
-MERGED WTO SR99, GO APPROX. 13 MILES.
E -i GROUNDING PIAN AND DETAILS
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O�TITYPE: V-NCCU 'PT.EO
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-TURN LEFT (SOUTHWEST) ONTO EAST AVENUE AND GO
APPROX. 1.0 MILES
PROTECT AR EA: 50.
-SITE IS A LATTICE TOWER AT CORNER OF NORD AVE. AND
W. EAST AVE.
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1-800-227-2600
8006)
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EPIC wIR¢l.eee ORauv, INC.
CALIFORNIA UNDERGROUND SERVICE ALERT NORTH
GROUND VICEA
T-1
Houston, Texas 77074 19807 N. CREEK PARKWAY N.
5508 LAKE WASHINGTON BLVD. 381 S. LEXINGTON DR.
-
SUITE 300 Phone (713) 773-2525
SUITE #103 BOTHEL, WA 98011
TITLE SHEET AND
GENERAL INFORiMTgN
THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS
KIRKLAND. WA 98033 Fax (713) 773-2558 FOLSOM, CA 95630
REVISION 1 0
•
PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER
THAN THAT WHICH RELATES TO CLFARWIRE SERVICES IS
STRICTLY PROHIBITED.
GENERAL NOTES:
I. DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS
SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES 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 OWNERS PROJECT MANUAL.
2. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE
WATER OR SEWER SERVICE.
S. THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITAT. (NO
HANDICAP ACCESS IS REQUIRED).
4. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND
DRAWINGS PROVIDED BY THE SITE OWNER. DRAWINGS WERE PREPARED FROM SITE
SPECIFIC DETAILS AND STANDARDIZED DETAILS DEVELOPED BY CLEARWIRE, LLC.
STANDARDIZED DETAILS ARE TO BE CONFIRMED AND CORRELATED AT THE SITE BY
THE CONTRACTOR. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
MODIFICATIONS DUE TO FIELD CONDITIONS MUST BE SUBMITTED TO. AND
APPROVED BY. CLEARWIRE PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH
CONSTRUCTION.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE
CONSTRUCTION OPERATION.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND
INSPECTIONS REQUIRED FOR CONSTRUCTION.
7. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY
BASIS.
8. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB
SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED
PROJECT. CONTRACTORS SMALL 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.
9. 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.
10. THE CONTRACTOR SMALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE
CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL
CONSTRUCTION MEANS, METHODS. TECHNIQUES. SEQUENCES. AND PROCEDURES FOR
COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
IT. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO
MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE ..
LOCAL CODES OR ORDINANCES TAKE PRECEDENCE.
12. 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.
10. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT
TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE.
14. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE
MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR
PROJECT SITE.
15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH ARATING OF NOT
LESS THAN 2-A OR 2-A108C WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF
PROJECT AREA DURING CONSTRUCTION.
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ADJUSTABLE
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16. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS 70 PROTECT EXISTING
AND
WW ITIN RFSWAY. y„ m
IMPROVEMENTS, EASEMENTS. PAVING. CURBING. ETC. DURING CONSTRUCTION. UPON
APPROX
APPROXIMATE
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COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE
C
AT
PI— —7Tb s
OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY.
BTS
CAB
BASE TRANSMISSION STATION
CABINET
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CEILING
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17. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE
CONT
CONT
CONCRETE
CONTINUOUS
CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK.
DIA OR
DIAMETER
CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR
DWG
DRAWING
OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT
ELEC
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EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN
EL EC
ELEV
ELECTRICAL
ELEVATION
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ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE 81DOER SHALL BEAR THE
EO
EQUAL
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RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY
EQUIP
EQUIPMENT
CONFLICTS. ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S
EGB
EQUIPMENT GROUND BAR
PROPOSAL IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE
(E)
EXISTING
EXTERIOR
MORE COSTLY OR EXTENSIVE WORK. UNLESS DIRECTED OTHERWISE.
EXT
FF
FINISHED FLOOR
GA
GAUGE
18. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO
GALV
GALVANIZED
AVOID DISTURBING NORMAL BUSINESS.
GC
GRND
GENERAL CONTRACTOR
GROUND
LAUJ(
LONG
19. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) IN CALIFORNIA FOR
MAXIMUM
UNDERGROUND UTILITY UARKOUT PRIOR TO CONSTRUCTION. 1-800-227-2600.
MECH
MECHANICAL
"
MFR
MANUFACTURER
MGB
MASTER GROUND BAR
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MIN
MTL
MINIMUM
METAL
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NOT IN CONTRACT
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NOT 70 SCALE
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OPPOSITE -
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PERSONAL COMMUNICATION SYSTEM
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STAINLESS STEEL
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TOPE OF CONCRETE
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TOP OF MASONRY
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UNLESS OTHERWISE NOTED
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