Loading...
HomeMy WebLinkAboutUP 02-01PROJECT SUMMARY SHEET FILE #: UP 02-01 PROJECT TYPE: Use Permit APPLICANT: AT&T Wireless Services ADDRESS: 7112 N. Fresno Street. #460, Fresno, CA 93720 OWNER: John Permann ADDRESS: 83 Bronson Court, Oroville, CA 95965 REPRESENTATIVE: ADDRESS: , a PROJECT DESCRIPTION: Use Permit to replace two omni directional antennas mounted at the top of an existing 130 foot tall monopole with twelve 4 square foot panel antennas centered at the 110 foot level PROPERTY ZONED: AR -2.5 (Agricultural Residential - 2.5 acre parcels) LOCATED: at the end of Bronson Court, at 83 Bronson Court, approximately 0.25 miles southeast of the intersection of SR 70 and Ophir Road, Oroville. AP#: 036-500-071 TOWN/AREA: Oroville GENERAL PLAN DESIGNATION: Agricultural Residential 1. Application complete: July 3, 2001 Amount: $ 1,073.00 Receipt #: 19645 2. 3. 4. 5. 6. Comments sent to: DDS, PW, CDF, EH, Assessor, Building, LAFCo, CDF Comments received from: Rezone Petition Signatures Checked: Mailing List/Lead-in Sheet: Assigned To: Stephen Betts 7. Environmental Determination: 15. Type Use Permit/Send for signature: 16. N.O.E. / N.O.D. / APPENDIX G: 17. 18. 19. Send validated Use Permit: Assessor's Memo: Copy of Use Permit / Variance to Planning Technician: Fish & Game Fees Paid: Yes No 7 County Center Drive - Oroville, California 95965 - 530-538-7601 - FAX 530-538-7785 Gere m t -P,0le �K• State Clearinghouse No: Categorical Exemption-CEQA# Negative Declaration 0/ Mitigation Negative Declaration 8. Staff Report: Project Video: N[n 9. Clearinghouse circulation required: Yes No Date Sent to SCH: 10. Publication Notice Written: aIc O/ Display Ad Prepared: 11. Notices Mailed: d5l— a 5-,— o Number of Notices: f I 12. Newspaper Publication Date: (0) C P G B 13. Planning Commission Hearing(s):/ Action taken: Special Conditions: 14. Board of Supervisors' Hearing(s): Action taken: 15. Type Use Permit/Send for signature: 16. N.O.E. / N.O.D. / APPENDIX G: 17. 18. 19. Send validated Use Permit: Assessor's Memo: Copy of Use Permit / Variance to Planning Technician: Fish & Game Fees Paid: Yes No 7 County Center Drive - Oroville, California 95965 - 530-538-7601 - FAX 530-538-7785 AT&T Wireless Services, (Item determined to be a General Rule Exemption from environmental review), Use Permit to replace two omni -directional antennas mounted at the top of a 130 -foot tall monopole with twelve 5 -square foot panel antennas centered at the 110 - foot level. The property is zoned AR -2.5 (Agricultural Residential - 2.5 acre parcels) and is located at the end of Bronson Court, at 83 Bronson Court, approximately 0.25 miles southeast of the intersection of SR -70 and Ophir Road, Oroville. APN 036-500-071 (SB) (UP 02-01) Mr. Betts gave a brief summary of the project. The hearing was opened to the public. Mrs. Oliver said the tower is 12 feet from her property line. The tower was built without any notice to her or her husband and is 90 feet from their house. She spoke against the proposal. She requested that any addition to the tower would be incorporated at a lower level and not at the 100 -foot level so that the trees would hit it from view. Mr. Miller, AT&T, informed the Commission that for their needs, the antenna could not be put any lower for their needs. Mel Oliver, 4841 Power House Hill Road, objected to another addition to the_ tower because the tower is already considered an eyesore as it is. The hearing was closed. It was moved by Commissioner Leland, seconded by Commissioner Marin, and unanimously carried to approve the Use Permit, UP 02-01, for AT&T Wireless Services, subject to the findings and conditions listed below deleting Condition 4 and re -numbering the remaining conditions: I. The project is exempt from environmental review under Section 15061(b)(3) of the California Environmental Quality Act, which states that CEQA applies only to projects which have the potential for causing a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. II. Approve Use Permit 02-01 for AT&T Wireless Services, subject to the following findings and conditions found in Exhibit A: A. The proposed use of the property would not impair the integrity and character of the zone in which the land lies, and that the use would not be unreasonably incompatible with, or injurious to, surrounding property, or detrimental to the health, safety and general welfare of the persons residing or working in the neighborhood, or to the general health, welfare and safety of the County because: 1. The proposed antennas are replacing existing antennas. 0 BUTTE COUNTY PLANNING COMMISSION 0 MINUTES 0 SEPTEMBER 27, 2001 ■ PAGE 7 0 2. The proposed antennas would not cause an aesthetic impact because they will -not increase the height of the tower and are small in size. The new antennas and mounting hardware will be painted the same color as the tower. 3. The proposed antennas would not cause an increase in noise, odors,'or vehicle traffic. 4. A radio-frequency analysis, signed by a radio-frequency engineer, states that the radio emissions from the proposed antennas would not exceed FCC standards. 5. The existing monopole is capable of supporting the proposed antennas. Conditions of Approval: Planning Division 1. The existing omni -directional antennas shall be removed within one (1) month of activation of the new panel antennas. 2. 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 date- stamped July 3,.2001, and is incorporated herein by this reference. 3. The new antennas and mounting hardware shall be painted the same color as the existing monopole. 4. The installation of any Facility shall comply with all applicable building and electrical codes. 5. No�advertising or display is permitted on any Facility. 6. 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. 7. There shall be no outdoor vehicle or equipment storage except for emergency purposes 8. All Facilities must 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 Facilities. If such standards and regulations are changed, the property owner or responsible party shall bring such Facilities 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. ■BUTTE COUNTY PLANNING COMMISSION ■ MINUTES 0 SEPTEMBER 27, 2001 ■ PAGE 8 0 9. 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. 10. 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 FCC OET 65. 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. 11. 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. 12. Traffic resulting from the installation, operation, and maintenance of Wireless Communications Facilities, must be kept to a minimum. 13.' Facilities shall be secured at all times to prevent access by the public. Fire Department 14. If any building or structure is placed on the ground the following conditions shall apply: a. Building identification and/or addresses shall be installed in conformance with Public Resources Code 4290 and shall be posted at the beginning of building construction and maintained continuously thereafter. The address sign may be placed on the fence next to the access gate. b. Provide an all weather access to all structures. The access shall have a minimum 10 - foot width and 15 -foot vertical clearance, and be able to accommodate a 40,000 pound fire apparatus. Building Division 15. Building permits required. Provide calculations from a licensed design professional verifying that the tower structure can support revised loading. Other Conditions 16. Applicant must also comply with all other applicable State and local statutes, ordinances and regulations. . 0 BUTTE COUNTY PLANNING COMMISSION ■ MINUTES ■ SEPTEMBER 27, 2001 ■ PAGE 9 0 DEPARTNT OF DEVELOPNT SERVICES BUTW. COUNTY UNIFORM APWICATION SkrrLIUAN 1 Agent mrormahon to be providW is on other side: APPLICANT'S NAME (If T �' applicants is different from owner an affidavit is required) ASSESSOR'S PARCEL NUMBER: YY/�Ed�s<S�,e v�cFr 61?,er- S'oo -o >/ ADDRESS: CITY, STATE & ZIP CODE: FILE NUMBER: (FOR OFFICE USE) / a /y ��3-.vo sr �o ��•vo cs 93.%o U P D NAME OF PROPOSED PROJECT (If any) TELEPHONE LOCATION OF PROJECT ( Major cross streets and Address, if any �E'��``1S�F.P iZ��F�' fs LvP O}'/3� �.� 14tK114 .Z> --n / -1-01- oeov.ltc; cr 9S9tSs- GENERAL INFORMATION REOUIRED i � 4 OWNER'S NAME TELEPHONE coo) ADDRESS: CITY, STATE & ZIP CODE: 93,AV-Aca'vs®/v Dov aP-04-1 ZONE GENERAL PLAN EXISTING LAND USE SITE SIZE ( in Square Feet or Acres) vJV/�ys� ADDS %. EXISTING STRUCTURES ( in Square Feet F�YTS'�t �•%Y' PROPOSED STRUCTURES (in Square Feet) app S[�. JET. �r�i�it� (Check One) f%/� (Check One) �f O PROPERTY IS OR PROPOSED TO BE SEWERED O PROPERTY IS OR PROPOSED TO BE ON PUBLIC WATER 0 PROPERTY IS OR PROPOSED TO BE ON SEPTIC O PROPERTY IS OR PROPOSED TO BE ON WELL WATER 0 GENERAL PLAN 0 REZONE . USE PERMIT 0 MINOR USE PERMIT O VARIANCE APPLICATION REQUESTED p �CE0WE JUL 3 al BUTTS: COUNTY MINOR VARIANCE NING DIVISION r . O ADMINISTRATIVE PERMIT O DEVELOPMENT AGREEMENT O TENTATIVE SUBDIVISION MAP D TENTATIVE PARCEL MAP O WAIVER OF PARCEL' MAP. O BOUNDARY LINE MODIFICATION 0 LEGAL LOT DETERMINATION O CERTIFICATE OF MERGER O MINING AND RECLAMATION PLAN O OTHER PROJECT DESCRIPTION FULL DESCRIPTION OF PROPOSED PROJECT (Attach necessary sheets. If this application is for a land division, describe the number and size of parcels.) 1, 2� O/Y OWNER CERTIFICATION I CERTIFY THAT I AM PRESENTLY THE LEGAL OWNER OR THE AUTHORIZED AGENT OF THE OWNER OF THE ABOVE DESCRIBED PROPERTY. FURTHER, I ACKNOWLEDGE THE FILING OF THIS APPLICATION AND CERTIFY THAT ALL OF THE ABOVE INFORMATION IS TRUE AND ACCURATE. (If an agent is to be authorized, execute an affidavit of authorization and include the affidavit with this application.) DATE: �7 � / SIGNATURE: AGENT AUTHORIZATION To Butte County, Department of Development Services; Zwr-v /V;7i L lZ- p Print Name of Agent and Phone Number Mailing Address is hereby authorized to process this application for on my property, identified as Butte County Assessor Parcel Number _t�36 - _I -no - O>/ 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) Print Name ('s� GTil/l ae ice/ ..- _ - - - - Signature Print Name Signature Architect nd/or Engineer: Print Name of Architect/Engineer and Phone Number Mailing Address FOR OFFICE USE ONLY Verify: I l Date Received: 7 13 (©1 ii V0ls!VlG Jr1V ,'MAB Total Amount Received: & C) ^t'3 -00 v AP Number(s) Legal Description Owners Authorization v Zoning Requirements Project Description Copies of plot plan Taken by _ Receipt No. 19 U4j E.H. l8 S• o0 LW SO •oo Plan -100-00 FD y3, 00 Payment of the currently required Application Fee and/or Deposit (An unused portion of a deposit) will be returned upon final action. -550.00 - v�J P -2 t1 �10--ro I Current fee for this application is $ h 6 u 11 . oo - y p as of -2 117 f Make check payable to "Butte County Treasurer". p ECEg 4 E COUNTY OF BUTTE JUL 3 2WI ENVIRONMENTAL INFORMATION FORM (To be Completed By Project Applicant) BUTTE COUNTY Date Filed PLA On: ' 1. Name and address of owner, and/or developer, and/or project sponsor: �fT 3'y�•?c= G �'.�'f Sc:�v/ctrl' 7//� N Fie r�ro s.�, a� yea ��<-�-�v � C� 9,?�a o 2. Address of protect: coker-- deovi11c, <-,y Assessor's Parcel Number: r— -5-6zd ^O>i 3. Name, address, and telephone number of person to be contacted concerning this project: r .?69-6>0 9 F,Qc�7�G C� 93ydo 4. List and describe any other related permits and other public approval required for this project, including those required by city, regional, state and federal agencies: YaAl 5. Existing general plan designation: A R 6. Existing zoning district: ,Ag_ s- 7. 7. How is land currently used? 6Q,^-P,-v7Qwie'.�T�OW 8. Proposed use of site (Project for which this form is filed): _4r/11-Hd1-- c�xvrTi�t Ty�c' O� i?/rTt�"/Yi✓� O/Y /�orc�0/�GG t Project Description: 9. Site Feetsize: //, poa (Acres/Sq. 10. Off-street parking spaces: Full size: /�//9 Compact: Total: 11. Plans attached Yes ✓No 12. Proposed development schedule i9F7" �'t�,4M�r�¢�j�U�G 13. Associated projects IVIA 14. Anticipated incremental or phased development /V/19 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. 16. If commercial, indicate the type, whether neighborhood, city or regionally oriented, square footage of sales area and loading facilities. 17. If industrial, indicate type, estimated employment per shift, and loading facilities 18. If institutional, indicate the major function, estimated employment per shift, estimated occupancy, loading ❑ Butte County Department of Development Services O Planning Division ❑ 1 facilities, and community benefits to be derived from the project. 19.. If the project involves a 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). O Butte County Department of Development Services O Planning Division 0 K YES NO 20. Change in existing features of any hills, buttes, canyons or substantial alteration of ground contours. 21. Change in scenic views or vistas from existing residential areas or public lands or roads. 22. Change in pattern or character of general area of project. 23. Significant amounts of solid waste or litter. 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 drainage / existing patterns. 26. Substantial change in existing noise or vibration levels 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, such as toxic substances, flammable 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. ✓ To yr r� f w �r�i py,�E-c �ivT�•,v.�f O Butte County Department of Development Services O Planning Division 0 K r 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. Date Signature for J-sw 16 M, c cF,G 6 9 K:\FORMS\SUBMITTAL\ENV-INFO moo-?, Etc/lT/�Y� CoMNi v�cr�<��io�v �iQc� L �� Y �•� _ SU,e eoa�/� i.v 6 ��1 r �9 Go.,�f �.r Tf o,F fl c7 �D��iTri9 L ❑ Butte County Department of Development Services ❑ Planning Division ❑ K qr 1 • USE PERMIT and MINOR USE PERMIT COMMUNICATIONS FACILITY APPLICATION PACKET CHECKLIST r This checklist is designed to assist applicants in making sure all necessary information is iii<cluded in their application packet for a communications facility. Please include this checklist along with your submittal. Applicant Planner A 1 • ErA completed, signed, Uniform Application and Environmental Information form. If the application is J91;4ied by an agent for the properly owner, an agent authorization form must be submitted along with the Uniform'Application. The application shall not be accepted unless signed by the owner or authorized'agent. .2 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) 3. 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. Name and address of Applicant, Engineer and/or person who prepared the plan. b. a ED"- Property lines and lot dimensions. C. Assessor Parcel Number(s) and the street address. r• d. E� Ja Proposed use and/or uses of the property. e. ❑ ❑ Prop6ied landscaping plan, if applicable. p��CoW JUL 3w BUTTECOUNTY PLANNING DIVISION f.te 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. 1 ., • 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. ❑� Location of all slope banks, ponds, creeks, buttes sloughs, rock. outcroppings, oppmgs, natural drainage courses, irrigation canals and existing vegetation worthy of consideration for preservation, such as oak trees. i. EK 0 Any existing faults or fractures and geologic hazards. j• 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 too of sheet. k• ❑ ❑ BuiIling setbacks from the ultimate road right-of-way (front, rear, sides). 1• U Proposed and existing on-site driveways and/or roads. M. El Eln, Location, height, and materials of walls and fences (sections may be required). n• ❑ ❑ All / eways, drawn to scale, on ad'acent and across the street � t properties within 100 feet of the subject site. o• ❑ ❑ Exilting curbs, gutters, sidewalks and existing widths on-site or within 100 a ,paving feet of the site, on adjacent and across the street properties. P. a ❑ NIA Nearest cross streets on both sides with plus or minus distances from subject site. q• El El N /�4 Approximate location of all buildings within 1,000 feet, on adjacent properties. r• El 11 'Existing and nearest fire hydrants. s. Access both pedestrian dvehicular, showing service areas and points of ingress and egress. t• ❑ ❑ Elldva ion contours, at a minimum per USGS maps. IF INSUFFICIENT INFORMATION IS SUBMITTED, THE APPLICATION WILL BE DEEMED INCOMPLETE. 2 0 • 4. ❑ ❑ Co cep�tual Grading Plan Items to be shown include: , a. ❑ ❑ Natural areas to be preserved. b. ❑ ❑ Proposed cut and fill areas in contrasting colors of zipatone pattern. 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. j ❑ ❑ All plans must be clear and legible. �• ❑ ❑ One /Oy of 8 %2" x l l" transparency reduction of the detailed site plan. 6• ❑i vicinity map showing closest major cross streets, zoning and existing land use. The following additional items are required per Butte County Code Section 24-262.E. 7. 0--S—tatement of Justification: a. Includes a description p of the proposed Facility, including the type of facility bung requested. IF INSUFFICIENT INFORMATION IS SUBMITTED, THE APPLICATION WILL BE DEEMED INCOMPLETE. 3 b. LJ Height from natural grade to the top of proposed Facility C. Support equipment proposed. d. 0 RFR/EMF and w attage output dataincluding the number of channels. e. ® Horizontal and vertical location coordinates. 8. Lid Proposed elevations of the structure and any accessory buildings, including building height and other physical dimensions, drawn to graphic scale. 9. Lad El Visual impact assessment, photo montages, mock-ups as determined by the Director of Development Services or Planning Commission. The assessment shall identify any proposed trimming of vegetation that will be required for the normal operation of the Facility. Stealth technology is encouraged. 10. ❑ ❑ Moclt ups required (may be required at any time during the processing of the permit). 11. ❑ ❑ A tii3dussion of and supporting information regarding the alternative site selection of at least a minimum of three to four other sites, if available, including colocation opportunities, and a statement as to why these alternative sites and/or colocation opportunities were rejected. 12. 19—A corn ete service area ma showing in g the entire wireless communicationsnetwork of the provider's twenty (20) miles in all directions from the proposed site for the time period from the filing of the 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-off sites within the above specified area. 13. ❑ ❑ A g�a�6c depiction of the search ring and all other technical criteria used in determining the proposed Facility location. 14. ❑ ❑ Documentation which identifies failure characteristics of the Facility structure or tower and demonstrates that the site and setbacks are of adequate size to contain falling debris. 15. Written evidence demonstrating that the selected Facility structure or tower design is as visually unobtrusive as possible, given technical and engineering considerations, which indicate what type of Facility is required to provide reasonably effective service and also the best technology and/or construction available to maximally achieve visual unobtrusiveness. IF INSUFFICIENT INFORMATION IS SUBMITTED, THE APPLICATION WILL BE DEEMED INCOMPLETE. 4 • The use of best available technology and/or construction to maximally achieve visual unobtrusiveness is mandatory. 16. ❑ ❑ Applicants which operate common carrier facilities (specifically, but not limited to cellular, PCS, SMR and paging service licensees of the FCC) shall provide written evidence that the applicant has provided notice to all FCC licensed wireless communication service carriers operating within the County of Butte of the plans to develop the site. 17. ❑ ❑' Evidence of a valid, 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. 18. El ElA 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 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 for the location, height and radiated 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. 19. ❑ ❑ Lan sccaping and painting plans for the completed project. 20. ❑ ❑ Probe/ 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 aerial agricultural applicators registered in the County have been notified, as specified herein. IF INSUFFICIENT INFORMATION IS SUBMITTED, THE APPLICATION WILL BE DEEMED INCOMPLETE. 5 J 21. ❑ ❑ All apj/lications for Facilities that are. proposed to be located within the boundaries of an Y 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 .regazding consistency with adopted Comprehensive Airport Land Use Plans and for recommendations addressing potential impacts to air navigation within the Airport Area of Influence. 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. 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: ApplieantfRepresentative Signature: Planner Receiving Application K FORMS'SUBMITAL'.CHECKLISCELLUP.WPD Date Date: ^t /-:56 01 IF INSUFFICIENT INFORMATION IS SUBMITTED, THE APPLICATION WILL BE DEEMED INCOMPLETE. 6 036500071000 PERMANN JOHN J & JOYCE A 83 BRONSON CT OROVILLE CA 95965 036500014000 TAYLOR JEFFREY WAYNE 60 OAKVALE COURT OROVILLE CA 95966 036500033000 VARMA VINITA PENMETSA 2315 WESTFIELD DR LANCASTER CA 93536 036500058000 SCHULZ ROBERT W SS 2351 MONUMENT BLVD #55 CONCORD CA 94520 036520005000 HEATH WILLIAM B JR & MARILYN D 1699 LOCKWOOD DR UKIAH CA 95482 036490023000 KOPPERS COMPANY INC 436 7TH AVE PITTSBURGH PA 15219 036500025000 BANKSTON STANLEY 186 OPHIR ROAD OROVILLE CA 95966 036500050000 DUNN DAVID JR 55 BRONSON COURT OROVILLE CA 95965 036500072000 OLIVER MELVIN & BRIGITTE M 4841 POWER HOUSE HILL RD OROVILLE CA 95965 036520006000 COLEMAN WALTER J & DONNA S JT 91 LONE TREE RD OROVILLE CA 95965 036520052000 ROBERT BANES LAND LEV & EQUIP AT&T WIRELESS SERVICES RENT INC 7112 NORTH FRESNO ST P O BOX 730 FRESNO CA 93720 OROVILLE CA 95965 36500006000 SCOTT GEORGE W SR 2600 FAIR ST CHICO CA 95928 036500027000 YOUNG OWEN 4823 POWER HOUSE HILL RD OROVILLE CA 95965 036500051000 GALVAN ROBERT 31 BRONSON COURT OROVILLE-CA 95965 036500074000 ROSSETTA DANIEL A P O BOX 2453 PARADISE -CA 95967 036520045000 SILLER BROTHERS INC 1255 SMITH RD YUBA CITY CA 95991 J:\projects\Lanys\Exhibits\up02Ol.doc F5 On OSI G-4,ckL-vsz,.w 2 o Sg SCqv L-:,- z rz _ ft9 �d D L OL -)v (--R, �--~ c -T- r-" CSO (o �otiL C) G) C� Si L 2 0 S2 r3��s 2 �i , 7�� } r . ' �� _ .. i , �� 1r1r t + , i'l � �_ y ,., t #}a . � - � � � � '�� " 1 ;`I '�_" ' .. i 1 1,� i. � �r �� � .. � � � � ,�/ - _ 1; ' , f � �. i 1�� } r ,# t -. 1 r �� 1r1r Z + `r �_ � ,., #}a . � t t; ,j_ M� C 1 t � . Ifi , �i ' - . �l; ;�1 " 1 ;`I '�_" ' .. i 1 1,� i. � �r �� � .. � � � � ,�/ - _ 1; ' , f � �. i 1�� } i, ;4 r r � 1r1r Z + `r " 1 ;`I '�_" ' .. i 1 1,� i. � �r �� � .. � � � � ,�/ - _ 1; ' , f � �. i 1�� :r c i ng 4l'a r raising the barT.1111 ' June 10, 2005 Mr. Mark Michelena Associate Planner Butte County 7 County Center Drive Oroville, CA 95965 Re: Cingular Wireless (formerly AT&T Wireless) C005 Ophir Road Use Permit: UP 02-01 APN: 036-500-071 83 Bronson Court, Oroville, CA 95965 Dear Mark: In January of this year, AT&T Wireless and Cingular Wireless (Cingular) merged. One of the conditions of the merger required Cingular to sell its pre-existing network of cell sites to T - Mobile. This condition allowed Cingular to utilize the existing AT&T Wireless network here in the Western United States, specifically at the reference property. With the assimilation of the AT&T Wireless Network, Cingular is now in need of modifying these cell sites to conform to Cingular's national upgrade standards. I represent Cingular in that effort. We are in need of modifying the existing permitted wireless telecommunications facility by replacing nine (9) existing antennas with nine (9) new. "like -kind" antennas. I have enclosed an antenna design sheet to show the similarity of the new antennas with the old. These new antennas will be painted to match the existing monopole as per one of the conditions of the Use Permit. We also need to add eighteen (18) coax cables to the antennas which will be distributed through the middle of the monopole. Cingular will be performing a tower structural analysis to insure the structural integrity of the existing tower. The structural analysis will be submitted to the Building Department at the same time we submit drawings and the Building Permit Application. My plan is to submit for a Building Permit on or before June 21, 2005. At that time and subject to your review of the attachments, I would like to include in my submittal package, a decision rendered by your Department hopefully acknowledging the proposed modifications fall within substantial conformance of the original Use Permit and no further zoning procedures are necessary. This is the same request that was previously made on November 2,, 2004 as per the enclosed letter. If that is the case, please sign your name below signifying your acknowledgement. If your signature is pending additional information, please do not hesitate to contact me at 619-743-0309. Since time is of the essence, please use the enclosed self-addressed and stamped envelop to mail this letter back to me. I would also be appreciated if you could have this letter faxed to me at 916-857-1352. I would like to thank you in advance for your time and attention to this important item. Frank Schabarum Site Acquisition Specialist Representing Cingular Wireless 619-743-0309 Attachments: Tower Photographs, Copy of UP 02-01, set of design drawings dated 6/7/2005, 11/2/2004 Acknowledgement Letter and Antenna spec sheet Acknowledged by Butte County Planning Division Name: MAje-,- fn(c#eZ vA- Signature: Date: k62/015- 3 i '_ 742-264 SCALA DIVISION Kathrein's dual band antennas are ready for 3G applications, covering all existing wireless bands as well as all spectrum under consideration for future systems, AMPS, PCS and 3G/ UMTS. These cross -polarized antennas offer diversity operation in the same space as a conventional 800 MHz antenna, and are mountable on our compact sector brackets. • Wide band operation. • Exceptional intermodulation characteristics: • Remote control ready. • Various gain, beamwidth and downtilt ranges. • AISG compatible. • High strength pultruded fiberglass radome. General specifications: >25 dB (co -polar) Frequency range 824-960 MHz 200 watts (at 50'C) 1710-2170 MHz Impedance 50 ohms VS W R <1.5:1 Intermodulation (2x20w) IM3: -150 dBc Polarization +45' and 45' Connector 4 x 7/16 DIN female Isolation intrasystem >30 dB intersystem >45 dB (824-960 // 1710-2170 MHz) Weight 36.4 Ib (16.5 kg) Dimensions 51 x 10.3 x 5.5 inches Sidelobe suppression for 0' 7' 14' T 0' 7' 14' T 0' 4' 8' T (1296 x 262 x 139 mm) Equivalent flat plate area 4.13 111 (0.384 mz) Wind survival rating* 120 mph (200 kph) Shipping dimensions 62.6 x 11.3 x 7 inches (1590 x 287 x 177 mm) Shipping weight 40.6 Ib (18.4 kg) Mounting Fixed mount options are available for 2 to >10 dB 4.6 inch (50 to 115 mm) OD masts. See reverse for order information. Specifications: 824-894 MHz 870-960 MHz Gain 12 dBd/14 dBi 12 dBd/14 dBi AP 14117-880119401065DIADTIXXP Multiband Directional Antenna 824-960 MHz Horizontal pattern Vertical pattern ±45'- polarizabon ±45'- polarization 0'-14' electrical dowiitift 1710-2170 MHz Horizontal pattern Vertical pattern ±45'- polarization ±45'- polarization 0'-8' electrical downtilt 1710-1880 MHz 1850-1990 MHz 1920-2170 MHz 14.5 dBd/16.5 dBi 14.8 dBd/16.8 dBi 15 dBd/17 dBi Front -to -back ratio >28 dB (co -polar) >28 dB (co -polar) >25 dB (co -polar) >25 dB (co -polar) >25 dB (co -polar) Maximum input power 250 watts (at 50'C) 250 watts (at 50'C) 200 walls (at 50'C) 200 watts (at 50'C) 200 watts (at 50'C) +45' and -45' polarization 68' (half -power) 65' (half -power) 65' (half -power) 65' (half -power) 63' (half -power) horizontal beamwidth +45' and -45' polarization 16' (half -power) 14.5' (half -power) 7.5' (hatf-power) 7' (half -power) 6.5' (half -power) vertical beamwidth Electrical downtilt 0'-14' 0'-14' 0'-8' 0'-8' 0'-8' continuously adjustable Sidelobe suppression for 0' 7' 14' T 0' 7' 14' T 0' 4' 8' T 0' 4' 8' T 0' 4' 8' T first sidelobe above horizon 14 14 13 dB 14 14 13 dB 16 16 15 dB 16 16 16 dB 16 16 16 dB Cross polar ratio Main direction 0' 20 dB (typical) 20 dB (typical) 16 dB (typical) 18 dB (typical) 20 dB (typical) Sector ±60' >10 dB >10 dB >10 dB >10 dB >10 dB `Mechanical design is based on environmental conditions as 7TW stipulated in EIA -222-F (June 1996) and/or ETS 300 019-1- 4 which include the static mechanical load imposed on an antenna by wind at maximum velocity. See the Engineering 10633-E Section of the catalog for further details. 936.A2073 Kathrein Inc., Scala Division Post Office Box 4580 Medford, OR 97501 (USA) Phone: (541) 779-6500 Fax: (541) 779-3991 F _ z :.. 742-2 64 MR Hal SCALA DIVISION AMB -7 Mounting Kit Mounting Options: Model Description AMB -7 (shown) Mounting Kit for 2 to 4.6 inch (50 to 115 mm) OD mast. ASB -3 Three -panel Sector Mounting Kit (120 deg. ea.) for 4.5 inch (114.3 mm mm) OD steel mast. Order Information: Model Description AP 14117-880/1940/065D/ADT/XXP AP14/17-880/1940/065D/ADT/XXP 742-264 Antenna with 7/16 DIN connectors Multiband Directional Antenna 51 inches (1296 mm) 54.7 inches (1390 mm) 5.5 inches U U (139 mm) �I� a 00 M 10.3 inches (262 mm) r7,on_n FE -0960-1 6341960 710@170 7116 DIN 7116 DIN 7/16 DIN 7116 DIN All specifications are subject to change without notice Kathrein Inc., Scala Division Post Office Box 4580 Medford, OR 97501 (USA) Phone: (541) 779-6500 Fax: (541) 779-3991 ',P APPLICABLE BUILDING CODES AND STANDARDS SUBCONTRACTORS WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL. STATE. AND LOCAL CODES AS ADOPTED BY THE LOCAL AAATHORTTY WMVNG JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS N EFFECT ON THE DATE OF CONTACT AINARO SMALL GOVERN 4E DESIGN. CALIFORNIA ADMISTRATNC CODE (INCL. MIES 24 R 25) UNIFORM BUILDING 0000 1997 UNIFORM MECHANICAL CODE 1999 ANSI/EIA-222-F LIFE SAFETY CODE NEPA-101-1990 CALIFORNIA BULDING CODE 2001 NATIONAL. ELECTRIC OODE 20D2 SUBOONTRACIGn ROW SHALL COMPLY RIM THE LATEST EDITION OF THE FOLLOWnC STANDARDS AMERICAN CONCRCIC INSTTUTE (AO).318. TAALOINC CODE REQUREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STS CONSTRUCTION (MSC). MANU. OF SIECL CONSTAUCTWN, Ago. NINTH EDITION IELECOMMUNICA71ONS PDUSTRY ASSOCIATION (TIO 222-F, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANNA SUPPORTING STRUCTURES:` IIA 607, COMMERCIAL BUILDINO GROUNONO AND BONDING REOUIREMONTS FOR TELECOMMUNICATIONS INSMIM FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESS11N1V. GROUND IMPEDANCE. AND FA 1N SURFACE P07CWIIALS OF A GROUND SYSTEM [EEC 1100 (1999 RECOMMENDED PRACTICE. FOR POAERING AND GROUNDING OF ELECTRONIC EOUI ENT IEEC C62.41, RECOMMENDED PRACDCES ON SURGE VOLTAGES IN LOIN VOLTAGE AC POWER CTtCU1T5 (FOR 1DCATON CA7ISORY 'IC3' AMC 'HIGH SYSTEM EXPOSt1RE') IELLAROIA Qt -1175, GENERAL PSTALLAMON REDUIREMENTS lELA0R01A OR -1503, COAXIAL CABLE CONNECTIONS ANSI T1.311, FOR TELECOM - OC POTTER SYSTEMS - TELECOM, ENVa"ENTAL PROTECTION FOR ANY CONFLICTS BETWEEN SECTIOAS OF LISTED CODES AND STANDARDS REGARDING. MATERIAL, METHODS OF CONSTRUCTION, OR OMER REDUIROQENTS, THE MOST RESTRCINE REOUIREMENT SMALL GOVERN. WHERE MERE IS CONFLICT BETWa7N A GENERAL REDUIREMEHT AND A SPCCGIC REAURREMENT..IHC SPECITIC REOUREAENT SHALL GOVERN. VICINITY MAP N DRIVING DIRECTIONS FROM 2377 COLO MEADOW AMY, SUTIC 2A0. RAM910 CORDOW CA 97670 START OUT 801NG NORTHWEST ON GOLD MEADOW WAY TOWARD COLO EXPRESS OR. TLFN LEFT ONTO COLD EXPRESS OR. TURN RIGHT ONTO SUNRISE BLVD/CR-E2 N. CONTINUE 10 FOLLOW SUNRISE BLVD. SUNRISE BLVD BECOMCS SUNRISE AVE. TURN LEFT ONTO. DOVCW^ BLVD. MERGE ONTO 1-80 E TOWARD AUBURN. MERGE ONTO CA -65 N'TOWARO INCOLN/MARYWLLF- CA-67 N BECOMES CA -70 N. TURN RICA ONTO CA-10/CA-70/9TH ST. ILM LEFT ONTO G-20/CA-70/3 S1. CONTINUE 10 FOLLOW CA -70. ATM RIGHT ONTO OMR RD. TURN RCHt ONTO POWCR HOUSE MLL R0. TURN LEFT ONTO LOPE TREE RD. TURN LEFT ONTO SERORE I.N. TURN LEFT ONTO BRONSON Cr. ENO Al 83 BRONSON Cr OROVILLE. CA 99967-96911 SITE NUM_ BER: - C005 SITE NAME:' OPHIR ROAD [COMPLEX GROWTH PHASE III 3 .-BRONSON COURT OROVILLE, 'CA 95965 MONOPOLE -SHELTER SHEETINDEX T-1 TITLE "FT C-1 GENERAL NOTES. AWREV1ATIONS roC SYMBOLS A- I SITE PUN A -Z EQUIPMENT LAYOUT AND DETAIL A-3 ANTENNA PLAN ARID DETAILS A -A ELEVAnoNS A-7 a.EYATIONS A-6 ANTENNA CGNTIamnON A-7 ANTENNA OONNIa1>fUION A-6 OCULS E-1 GROUNDING DETAILS AND ELCCMCAL NOTES E-2 POWER. TELCO AND GROUNDING SCNOMAOC CONSULTANT TEAM APPLICANT: PROJECT MANAGER: CIMOULAR WIRELESS OM02AL DYNAMICS 2729 PROSPECT PARK DRIVE 2377 DOW MEADOW WAY. SUITE 250 RANCHO CORDOVA. CA 95670 RANCHO CORDOVA. CA 95670 PHONE (916) S26-2990 CONTACT. ALMA N11TrE SITE ACQUISITION SRES RF MANAGER: 10370 OLD PLACEAMLLE RO. GENERAL DYNAMICS SUITE 106 2377 COLD MEADOW WAY, SUITE 250 SACRAMENTO, CA.95627 RANCHO CORDOVA. CA 93670 PHONE: (618) 743-0309 PHONE (916) 562-2873 CONTACT: FRANK SCMMBARUM CONTACT: JOSEPH MAOUI ARCHITECT: CONSTRUCTION MANAGER: URS CORPORATON GENERAL OYMMMCs CROVIN CORPORATE CENTER 2377 COLD MEADOW WAY. SUITE 250 2870 GATEWAY DANS OR.. SURE 300 RANCHO CORDOVA. CA 93670 SACRAUDM. CA 93817 PHONE: (916) 526-2662 PHONE' (916) 679-1000 CONTACT: TODD LAMIACW FAX: (916) 679-2900 CONTACT: SONNL SIlNL PE PROPERTY INFORMATION OINmER: 'PCJOHN ANO JOYCE PW 1 M 03 BROW40N CT. OROVILLE. CA 90963 PHONC 530.5 3 3 5 3 a- LAlRUOC 39.4833) LON ITUOE.-121.574N' LAl/IONG TYPE: NAD 83 ' JURISOCMN: BUTTE COUNTY _ ASSESSOPS PARCEL N0.: 036-500-071 ZONING: A-10 CURRENT USE: IMUCIAMUNICA71ON FAOIJTY PROPOSED USE:. IELCOMIA.MCA710N.FACLlIY IT PROJECT DESCRIPTION THE PRQICGr ENrAFLS MOOIRG.TXN OF AN EX6LNC UNMANNED TELECOMMUNICATIONS FAOUrY. CONSISTIA10 Of REMAOVONO (9) EXISTINO ANTENNAS AND REPLAONO 17rN (9) NEW DEDP ANTENNAS INE NEW ANTENNAS ANTENNAS AND HARDWARE WALL BE PAINTED TO MAT774 RITE EXHSnNO MONOP=. NEW COAX CABLE YWLL 8E ROUTED INSIDE OF TIE MONOPOLE DOWN TO 7FE DOSTN0ICE BRIDGE TO. ME EXISTINO EQUIPMENT SHEL7ER ADDITIONAL 860 OSM CARNET CALL BE MIALLEC VAMIN DOMING EQUIPMENT SMELTER. APPROVALS TPE rOLLOMMG PARTIES KRREBY APPROVE AND ACCEPT THESE DOCUMENTS AND NJrMQRIZE ME CONTRACTOR 70 PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL CONSILNCTION DOCUMENTS ARE SUBJELT TO REVEN BY THE LOCAL BUUDIND OEPAmmoir AND ANY CHANGES AND MOOIMTIONS MET MAY IMPOSE. PRINT NAME SCNATURE DATE LANDLORD CINGULAR MANAGER PROJECT MANAGER �— RF ENCINEER Sim ACQUISITION F. & i A&E PLANNING CONST. COORD.• INTERCONNECT GENERAL CONTRACTOR NOTES: 00 NOT SCALE ORATING CONTRACTOR SHALL VERIFY ALL PINS AND EDSRNG DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY II•E ARCHITECT IN WRFTM OF ANY DISCREPANCIES 8EtORC PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. PROPRIETARY INFORMATION THIS DOCUMENT IS THE CREATION. OCMK PWOPcRrYt DOPYeoarco vas or CIIICIAAR WIRELE9S. ANY CLPYCATIN OR USE IMTNDUt comas Rellm CONSENT 1S STRICTLY PROMSrtEO. ISSUE UTE: awm/OS DRAWN BY: SBV M4NC69W CHECKED BY: MIM )UYIUS APPROVED BI: SDBAIt. SBAN RENSIONS XV I DATE I 11C5CeP1CR Or A OR/07 asutD FO8 SO% RENEW SYP X ingular I raising the bar. GENERAL DYNAMICS WIRELESS SERVICES 2377 GOLD MEADOW MAY, SLIME 250 RANCHO CORDOVA. CA 95670 CROMN CORPORATE HATER 2870 GATEWAY Own OIL. SURE 300 SACIMMCNIrOo CA 9561S (M) 9IQ-679-1000 loa) 916-679-7900 SEAL' QRpFESS/CIAO \ L 2 W No. C60216 r EXP. 6-30-06 CAV\\'j qlP OF CNLY sac NM)¢! 0005 9886 SIN, T1TEt MONOPOLE—SHELTER 10GTIOC 83 BRONSON COURT OROVILLE. CA 95965 I(IIEt TITLE SHEET TXQT Xu160R: T-1 L PROPRIETARY INFORMATION GENERAL NOTES: ABBREVIATIONS: SYMBOLS: MA DOaNENT Is THE CWABON. DESIGN. PROP(an a DDlrramr(D WORK Or CIMMIAR VIRCIA311L AM OWLJGI10M OR USE WITHOUT ErwN *arm CONSCM I. THE PROMSM FACUrY WILL BE UNNAMED MIO DOES NOl REQUIRE POIABLE WATER OR SERER SERNCC AB AHO/OR 80.1 LAM LAMINATED NOTION WASCR a STRICTLY PROMIR(1m. AC ASPHALTIC CONCRETE LBS POUNDS 1 ' BUILDING SECTION ISSUE DATE: 08/07/05 2. ME PROPOSED FAO IrY IS UNMANNED AND IS NOT FOR MLANAN M ASIA7. (NO HANDICAP ACCESS 6 A/C AIR CONDITIONING LT LIGHT LA UCHTNtMC ARRESTOaRR, REQUIRED). AN ADJUSTABLE NOISE —OR DRAtIFI BY: ONYRA)iC®CO AOVE F.F. ABFINISH FLOOR LMA LOM AMPLIFIER S OCCUPANCYIS UNITED, TO PENTODE MAINTENANCE ANO INSRiCTION, APPROIIMAT(LY 2 TIMES PER YONM ARCH ARCUrECTURAL APPROXIMATELY YFR MANUFACRIRET QTrt NYNR7r CH[CKED BY: JUKME NOWAPPROXIMATELY A. NO NOSE SMOKE DUST OR ODOR WILL RESULT FROM THIS PRO-08AL. A.C.L. AM.S.L. ABOVE GRADE LE\EL ABOVE MEAN SEA LEVEL MAI MAX MATERIAL MAXIMUM - DETAIL REFERENCE APPROVED BT: SOHAH. SHAH MED/ MECHANICAL a(ET 111601011 REVISIONS :1 CONTRACTOR WILL PRG'AGE ALL LABOR. MATERIALS, TOOLS. EQ IPMDNT. SAFETY EQUIPMENT. BO BOARD MIN MNMUM TRANSPORTATION AND SERVICES NECESSARY ALLY RK OUTLINED IN ONE TO GALS, BLDG BUILDING YI$C 46Cf11ANEOLS 9ECTIDN NA601 KEY aR[ D[SCaPIpM ■ F A HE LAMENT TY GENERAL SCOPES 6 WCiOf, BLL OT MATERIALS, AND ANY DIMER OOOMEM ISSUED Err GENERAL BLKO BLOOCINO YL METAL LATH I DETAIL SECTION DPEOFlCATIONS, DYNAMICS AND AWNS BOT 90170M YO MASQNRY OPENING A NCE REFERENCE A OR/07 16Wt0 POR !b>< I[VIEW RYI 65MT BASEMDI MS 4ACHNE SCREW WHIEI NWH01 ME CONTRACTOR SMALL COMPLY WITH ALL LOCAL AND NATIONAL CODES. REGULATIONS AND SArC7Y - Brs BASE TRANSCEIVER YID MOUNTED REGULATIONS. ALL OSHA REOULAIIONS. ALL PU■.IC AND 4UNIOPAL AUTIHORUESL AND ANY UTIUTY STATION YTL METAL Qua ANNA COMPANICS REGULATIONS AND DIRECTIVES EXTERIOR ELEVATION C OOURSC(S) (N) NEW - RErEREJNCE 7. ALL MATERIALS SUPPLED BY THE OWNER. OWNER'S REPRESENTATIVE, AND TME CONTRACTOR. SMALLBE CELE ' CEMENT NIC MOT N CONTRACT ROT NWD01 INSTALLED IN ACCORDANCE ■TIN All LOCAL AND NATIONAL CODES• LAWS. ORDINANCES, REGULATIONS AND AS CL CHAIN LINK NO NUMBER . PER MMiFACTURER'S RECOMMENDATIONS. CLIC CEILING NTS NOT TO SCALE ��oETMt NUNHEa It ANY CONTRACTOR SUGMTTTNO BIOS ON ANY OF THE WORK IS REQUIRED 10 VISIT EACH SITE POOR TO THE CUL COL CLEAR COLUMN OA OVERALLN �-tt[YAINOr Numl INTERIOR ELEVATION RErEREH� BIO SIJBM177AL AND FAMILIARIZE HIMSELF/ HERSELF U714 THE EXISTING CONDITIONS AND UNDERSTAND THE CONE CONST C NSTRU CONSTRUCTION O.C. OPNC ON CENTER OPENING BSI NW®t. SCOPE Or THE WORK INTENDED FOR 11-C PROJECT. THIS WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. CONT CONTINUOUS OPP OPPOSITE C 9. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR INC SCOPE OF WORK. EXACT CORR CO.CINGULA CORRIDOR PL PLATE O _ A KLY NOIC RffvRENtE DIMENSIONS AND LOCATIONS MAY CHANGE N THE FIELD. THE CONTRACTOR IS to VERIFY THE DIMENSIONS AND C.M. WIRELESS ONCULAR WIRELESS Pl PLATE AND REPORT ANY AND ALL DISCREPANCIES to TDDR DYNAMICS S PRIOR COMMENCING ONE PLAS PIASTER 0 ODOR NUMBER i I IN M RELATED WORK, ANY MINOR ERRORS AND OM159pN5 M THE ORAWINIS AND SPECFlCATIONS GOES NOT RELATED DRAWINGS OU OAM(TER � PIYID PL7W00o . XC n g u a r ETIUISE THE CONTRACTOR FROM COMPLETING THE PROJECT AD NPROVEMENYS IN ACCORDANCE ■7N INC COOP DUAL BAND DUAL POLE. POC POINT OF CONNECTION o+ AREA AND/OR ROOM NUMBER the bar MENU OF THESE OOCAMEN7S OBL DOUBLE PROP PROPERi7 raising ..% DEPT DEPARTMENT Pr PRESSURE TREATED 10. ALL SITES SHALL BE KEPT CLEAN AND FREE OF DEBRIS ON A DAILY BASS. ALL TRASH AND MATERIALS NO OL1M0 DEMOLITION e MECHANICAL UNIT LONGER BUNG USM AT THE SITE MUST BE REMOVED AND PROPERLY DISPOSED OF ON A DAILY BASS. DIY DILEN90N R RISER = 11. THE CONTRACTOR SMALL NOT PROCEED ■7N ANY WORK A7 THE SITE PRIOR 70 A NOTICE TO PROCEED OR DOOR ao� RECLAREO ROOF GRAIN — - - — PROPERTY LINE (NrP) BONG ISSUED AND A PRE-CONS7RUCION MEETING AT ME SITE HAVING TAKEN PLACE DR DETAIL RM ROOM ORG GRAVING RMS ' RD ROOMS ROUGH OPENING K — rENCINO GENERAL DYNAMICS 12. ALL WORK AND MAIERINFURNISHED BY ONE CONTRACTOR SHALL HAZE A WRITTEN ONE-YEAR WARRANTY S STARTING A7 ME ACCEPTANCE OF THE SITE FROM ME 91E OWNER (E) EXISTING Sc SOLO CORE _E - ElECTWCAL SERVICE WIRELESS SERVICES 1.3. THE CONTRACTOR SHALL HAVE A DESIGNATED MANAGER ON SITE A7 ALL TIMES THAT ANY NOME IS BEING EA ELEC ELEV EACH ELECTRIC ELEVATION SOHED SECT. SCHEDULE SECTION — 7 — TELCO SERVICE 2377 GOLD MEAGOW WAY. PERrORMED. A SUBCONTRACTOR 6 NOT DEFINED AS BEING A DESIGNATED MANAGER. EQUIP EQUIPMENT Bir SHEET SE1111 250 THE CONTRACTOR SHALL PROVIDE A UST OF ALL SUBCONTRACTORSFNCC-■711 EXP EXT EXPANSION EXTERIOR 94 SUEa SIMILAR SPECFICAnO11S — • — • — GROUNDING VIC RANCHO COROOMA. CA 95670 HUMBLE, AD ES.SUCCESSFUL ADDRESSES. CELL PHONE NUMBERS AND HOW PHONE NUMBERS. VERIFICATION OF I611RANCE ANT AND NJ D SS STAINLESS STEEL PERTINENT LICENSES. /IND AN ACCURATE SCHEDULE FOR THE PROJECT PRIOR TO IME ISSUANCE OF A NIP. FA FIRE ALARM SOL STEEL rr'' SONO GROUND BUS BAR PB FLAT BAR STIR STORAGE 15. THE CONTRACTOR IS 70 KEEP A COMPLETE AND AC0.RAIE SET Or DRAWINGS. SPECIFICATIONS. SCOPE OF FF FINISH FLOOR SIAP SUSPENDED WORK, AND A BILL OF MATERIA. ON STE Al ALL TIMES THIS WILL BE REFERENCED AS THE AS-BUILT FH FLAT NERD SIR SUSPENDED EO OO11 �/J SOLO NEUTRAL BUJ$ BAR DRAWINGS AID MUST BE KEPT CURRENT ON ON DAILY BASS. 7145 IS.IN ADDITION TO OHC PERMIT SEL FlN FINISH(M) SIR S■7CyH FLR FLOOR SHOO SWITCHBOARD SUPPLEMENTAL OROLIND CONDUCTOR t0. A NEN AND CLEAN SET W CONTRACT DOLU4EN7$ WILL BE USED 70 TRANSFER ME HNrORYATION TROY ME FIELD COPY OF WE AS-GUIL7 DRAWINGS 10 A NEW COPY. THIS NEEDS TO BE SUBIA77ED 70 GENERAL FOS FS FACE OF STUDS FINISH SURFACE rNK THIOL DYNAMICS WITH THE CLOSE OUT DOCUMENTS. fl FOOr. FEET IT TENANT IMPROVEMENT T N tr 2-POLE MER►NL-MAGNETIC. FIG FOOrNC TOS 70P OF SURFACE 1. CIRCUIT BREAKER 17. ON ANY CO-LOCATION SITE. TME CONTRACTOR AND AL ASSIGNS ARE NOT 70 USE EXISTING POWER OR FW FlNSH NAIL r5 TUBE STEEL a CROWN CORPORATE CODER TAMPER ■M ANY EOUIPYENT BELONGING 70 ANY OTHER CARRIER FAILURE TO ADHERE TO THIS WILL CAUSE FUG. FINISH GRACE TTP TYPICAL 9NGU-POLE THERMAL-:AACNETIC 2670 GATEWAY OAKS OR, MMEDVUIE DISMISSAL OF THE T CONTRACTOR FROM THE PRQECI. N7 FUtURE UNCI UNLESS NGIED O N CIRCUIT BREAKER SlM7E 300 16. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS AND TESTING REQUIRED FOR EACH GA GAUGE 07MROSE SAMAIP TT! CA 95OS1 PROJECT. A 24-HOUR NOTIFICATION 70 GENERAL DMNAMICS S REOURED FOR ALL NSKC704S AND TESTING CALV GALVANIZED a CHEMICAL GROUND ROD iIT) 9I6-6i9-'0D0 A FIELD COPY OF AL INSPECTIONS AND 7EST94 REPORTS AS WELL AS TRUCK TICKETS MUST BE SUBMITTED GL CLASS VCT Vn N POSITION FIs) 616-679-7800 f TO INC OMERS REPRESENrATIVE WITHIN 24-HOURS OF 7E INSPECTION OR TEST. COU GRADE - LE . ® GROUND ROD ' 16. THE CONTRACTOR IS RESPON98LC TO VERY ALL MATERIALS ISSUED TO THEM AD REPORT ANY OFC1 UNICCOO GROUND FALL7 CRICJIr INTERRUPT VERT VAF. VERTICAL VERIFY IN AMC OI Q1900NN[C1 SWITCH SEN: SHORIAGM AND DISCREPANCIES TO GENERAL DYNAMICS A7 ME RYE OF ISSUANCE THE CONrRACIOR 94ALL GNU GROUND VG VERTICAL GRAN SICK THESE MATERIALS PROPERLY, ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND IN A MANNER THAT WILL NOt VOD ME WARRANTY O' ANY ITDIL IF ANY ITEM IS OAMACED OR UNUSABLE DUE TO HANDLING AND STORAGE. THE CONTRACTOR WILL REPLACE IT AT THEIR EXPENSE MC HOLLOW CORE W WITH METER a FESS /0 wJI�N,9 HOW HARDWARE WO WOOD Q\�Or 20. THE CONTRACTOR IS RESPONSIBLE 10 FURNISH PROPER FACILITIES FOR THE WORKERS GIN EACH PROJECT NOR HEATER MCRA. WN WR NATER RESISTANT WATER ■ CWDWELD TYPE CONNEGTW O , %L �\ rOR THE DURATION O' MAr PROJECT. MY MORIZ HEALON HORIZONTAL COMPRESSION TYPC CONNECTION ')•`?'`'1 NR 0.11OR X F MR TRANSFORMER (� 21. THE CONTRACTOR IS RESPONSIBLE 70 MNNTAIN THE PRESENT CONDITION Of ANY EXISTING BUILDING& M7 MIGHT Z LANDSCAPING, FENCING. EQUIPMENT, WALKS. DRIVES. AND ATTACHMENT& If ANY DAMAGE SHOULD OCCL t. THE MV MGM VOLTAGE ACSUNINCL N0. C60216 COWM4CIC R 6 RESPON98LE TO RESTORE THE DAMAGE TO A BETTER OR NEW CONDITION. � rn 22. THE GENERAL DYNAMICS REPRESENTATIVE RESERVES THE RIGHT TO RELOCATE AW EOUIP4Efl "THIN 10tH. ID INS INSULA TION INSULATION E CENTERUNE * EXP. 6-30-06 Or THE LOCATION SPECPED ON TIESE DRAWINGS PRIOR 10 INSTALLATION BY THE CONIRACTQR. INT INTERIOR L AND.E 2.7. If THE SPECIFIED EOUIPMEN7 CAN NOT BE INSTALLED AS SHOWN ON MESE DRAMNCS, THE CONTRACTOR SMALL PROPOSE AN A.TERNA71VC INSTALLATION FOR APPROVAL BY THE GENERAL DYNAMICS REPRESENTATIVE JA JOINT ' R' PROPiRTY LINE Wrf C ( V 9T<P OF 24. ODNIRAC70R IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CQNFlRM LENGTHS Or CABLE TRAYS AND ELECTRICAL LINES 25. THE CONTRACTOR 6 RESPONSIBLE 70 OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS SII[ mumm K ACCEPTANCE. REGUIRED FOR COMANAGER EE 0005 CONFORMS TAND VERIFYINGPLETION T HAI 7KNO KR REOUIREIIENrS 0 ALL CODE$ AND AJIHDO ES HAVING JURISDICTION. TAR 26. NO OEVHATICNS FROM DESIGN SHOWN ON MESE DRAWINGS IS ALLOWED ■7NOUI POOR APPROVAL rROM 9586 ME GENERAL DYNAMICS REPRCS(NrAIIVC rAIIURE 70 OBSERVE INS RULE MAY RESULT IN 7ME CONTRACTOR CORRECTING TE INSTALLATION AT WEIR EXPENSE. SDE PPCT 27. VERIFICATION THAi ME ETISTING TOWER CAN SUPPORT ME PROPOSED ANTENNA LOADING IS TO BE DOE MONOPOLE-SHELTER BY OINERS 28. PROVIDE 9JPPORIS FOR THE ANTENNA CABLES TO IME ELEVATOR OF ALL TME INITIAL AND FUTURE ANTENNAS. ANTENNA CABLES ARE TO BE SUPPORTED AND RESTRAINED A7 TIE CENTERS SUITABLE TO THE MANUFACTURER'S REOUREWENIS 93 BRONSON COURT . OROVILLE. CA 95965 unr: GENERAL NOTES. ABBREVIATIONS AT TEST IND DAtS N3DR6 HDU DIG AND SYMBOLS TINQ1sDunim NUNBD: UNDENGRDIINDSFRVICEAIFf:fOr GWDRNIA �_� SCALE NOTE: IF DIMENSIONS SHOWN ON RAN 00 NOT SCALE CORRECTLY. CHCCK FOR REOUCTION OR ENLARGEMENT FROM ORIGINAL PLANS, E%6TINC LINGULAR ETIuIPMENr SNTITER 45'-6' •—V IV—V LI —i 1 CNGtItATt ANTDlNAS MOUNTED ON A 133'-0' NIGH MONOPOLE A3 (TTP -9) Fx —1 1 1 a It It I I DOSTINC W—e . W -e CONCRETE PAO FOR ENERGENCr GENERATOR I C)OSTINC A' -O' NICN� CHAIN UNIT FENCC (TVP) • o�'rr -DOSTINC ICE T 9RIDOE 'EKISTING V-0• It 8•-0' CONCRETE STOOP SITE PLAN SCALL• 1/4• - 1'-0' l\\\-1xISlnN0I 121-0' HIGH ACCESS GATE Xcingular I raising the bar , ,d GENERAL DYNAMICS WIRELESS SERVICES 2377 COLD MEAOOSV WAr, SUITE 250 RAAICNO CORDOVA. CA 95670 CROMN CORPORATE CENTER 2870 GATEWAY OAKS OR. SURE 300 SACRAMENTO. CA 09811 ATIj 016-e>9-aaDo /mJ D/6-679-7900 81 No. C60216 r' TV * EXP. 6-30-06 * \`,;-A cIV1� �\P F OF CA��E�/ sac muLgO! C005 9856 Inc rv[: MONOPOLE -SHELTER U rAEeTe 83 BRONSON COURT OROVILLE. CA 95965 SITE PLAN SCALE GRAPHIC 9110:, ■weOt: z ° 8mimia A-1 PROPRIETARY INFORMATION MR OOOUMENI 19 THE MAODN. DCTIGN, FNCPCVY III COPTeaITCO WIWI Or CINGLAAR WIsOET9. AIM DUFUC11IK1M 09 use 101"HoUT E VKU •eROI ODNEENT s 9TRL W PRON111TEa. Is, ISSUE DATE: 06/07/05 DRAWN BY: MR FWCMC0 �t CHECKED BY: JUNITIM NEYTUS APPROVED B1: 9DBQ MM REVISIONS S`r i REN OAR I 000eFTION ITT A 01/07 ISSUED F09 110% EEVIEti TyF ' Xcingular I raising the bar , ,d GENERAL DYNAMICS WIRELESS SERVICES 2377 COLD MEAOOSV WAr, SUITE 250 RAAICNO CORDOVA. CA 95670 CROMN CORPORATE CENTER 2870 GATEWAY OAKS OR. SURE 300 SACRAMENTO. CA 09811 ATIj 016-e>9-aaDo /mJ D/6-679-7900 81 No. C60216 r' TV * EXP. 6-30-06 * \`,;-A cIV1� �\P F OF CA��E�/ sac muLgO! C005 9856 Inc rv[: MONOPOLE -SHELTER U rAEeTe 83 BRONSON COURT OROVILLE. CA 95965 SITE PLAN SCALE GRAPHIC 9110:, ■weOt: z ° 8mimia A-1 SCALE NOTE IF DIMENSIONS SHOWN ON PIAN OD NOT SCALE CORRECTLY. CHECK FOR REDUCTION OR ENLARGEMENr FROM ORIGINAL PUNS Lr-"rNU: Ot COPD RACK 2O BATIVRICS /CFL GEL (STACKED) SO BATTERY DISCONNECT aO AC PANEL Qs NvAI: uMlr © COAXIAL CABLE ENTRY PORT Qi MASTER GROUND LIAR (MGB) O EXISTING TDMA Q9 TELCO RACK ® EXISMMG ERICSSON RBS 2206 CABINET ® EXIS11NC BBS 2000 CASNET (NOT USED) ® AROLIS RECTIFIER 0 MMAJAL TRANSFER svlrCN ® TREAMOSTAT ® MIAOW TCLP ALARM ® DEMARCATION ALARM © HUMOIRER ® NEN RBS 2206 CABINET (850 GSM) e ® NEN COAX CABLE ENTRY PORT e E-1 Q b e EXISTING EQUIPMENT LAYOUT NEW EQUIPMENT LAYOUT EQUIPMENT LAYOUT 1 SCALE: 11/2' = 1'-0' _ EXISTING RBS 2105 TO ACCOMODATE NEW CABINET GRAPHIC SCALE 2 1 0 2 4 WALL to S NEW FUTURE IR m RBS 2206 RBS 2205 W 137 ODOR 5111104 (TYP) (DOOR SWING PJM BE REVERSED) MI / I MO]ESi 1.F RBS CABINET MU51 MEET EIIRTHCUAKE REOUIREMENIS. THE SPACE BETWEEN WALL AND CABINET SMALL BE Al LEAST 1GOMM AND BETWEEN CABINETS AT LEAST ISO M. MARKET TO DETERIAW IF APPLICABLE. 2. RECOMMENDED CABINET MOUNTING ANCHORS ARE MIL71 KWIK BOLT 11 %' OM W/MN EMBEOWNr OF 2 V PROVIDED k WTALLED BY ERICSSON. TYPICAL GROWTH CONFIGURATION FOR ERICSSON INDOOR RBS 2206 BTS ERICSSON INDOOR DIMENSIONS CABINET DEPTH x WIDTH x HEIGHT INDOOR RBS 2206 17.72.'I12&5,27172.B5' (43Ormn ■ wo,r ■ lasomm) INDOOR BASE 15.73'd].6YIOa' (400mm .I Mmm, w 50rme) NOTE -SEISMIC ZONE J i 4 ANCHORNO SPECIFICATIONS SMALL BE PROVIDED BY ERISSM ERICSSON INDOOR WEIGHT & FLOOR LOADING CABINET APPROX. MAX. WEIGHT MAX. FLOOR LOADING INDOOR RBS 77.06 007 LHS (230 KO) 196 L135/pit (958 KO%V ) ERICSSON INDOOR MINIMUM CLEARANCES DIRECTION MINIMUM CLEARANCE CANNE1 REAR 1' APD WALL (50.4mm) CABINET RIONT/r SIDE 0" AND WALL (Omm) ABOVE THE RBS 18' (45?nvn) 9.64' (250rmn) CARK1 B/T TOP OF RBS CABINET AND CABLE moky IN FRONI OF THE 40' CA814ET (lol6mm) MAXIMUM SPACING 491' B/T RBS AND BBS (ISM) RBS 2206 CABINET DETAIL 2 NOT TO SCALE _ PROPRIETARY INYORMATION THIS TiMMENT IS THE CREATION. DCMAL 109011"CRn ! O0P140NRD wm OF CIWCUIML WIRCU9& ANY DLFNCAIKIM OW use mn4cut Cow= •CIT01 GON6CNF R snww FROMIlmm. ISSUE OATS: 48/07/06 DRAWN BY: BY PRAICIBLD CHECKED BY: J911888 NOW APPROVED By: Wax mm REV15IONS Ev art OC9CIIPme A lovol/w msU[D to sm 1[VIt',W Xcingular raising the bar *Ad GENERAL DYNAMICS WIRELESS SERVICES 2377 GOLD I EA00W Will I. SUHE 250 RANCHO CORDOVA. CA 95670 I[AL: CROWN CORPO16FTE CEARCR 2870 GArEMAY OAKS OR.. SDRC 300 SAORAA110M. CA 9SOSS 16U o)e-aJt9-2000 816-679-2800 21 No. C60216 rr'v cz ;t * EXP. 6-30-05 Civ �f lF OF sac sUMs010 C005 as&. 9686 sac rva MONOPOLE -SHELTER IGv1O! . 83 BRONSON COURT OROVILLE. CA 95965 MIL. EQUIPMENT LAYOUT AND DETAIL SNQI NUM01: A-2 SCALE NOTE: IF DIMENSIONS SHOWN ON PUN 00 NOT SCALE CORRECTLY. CHECK FOR REoucnoN OR ENLARGEMENT FROM ORIGINAL PUNS Ts• E)DS9NG CNWLNt ANTENNA a Al I N 7920 (51.18' a 1598 ■ S.S4i REPLACED (TYP-7) 2 n EXISTING ANGULAR ANTENNA 10 BE REPLACED (TIP -6) EXISTING ANTENNA LAYOUT O p U NEWANTENNA LAYOUT i'MOwS �MTH ExtsnNG 132'-0 HIGH MONOPOLE NEW CPJOULAR ANTENNA KATHRON AP14/17-Liao/19+0 65D/ADI/xXP (51' K lox . 55)To REPLACE ALL EX6TING ANTENNAS (TTP -9). PAINT ANTENNAS APD HARDWARE TO MATCH EXISTING MONOPOLE O TA w SECTOR"A� STANDAP (rd -TOP I D.9lS' NEW nV.R A-AIDNM X 1, MODEL MODEL ri NO. 7920U0 u 1 eeN euu naue PANcI wTruuA YODEL 1: 7920 FREQUENCY RANGE: 624-926 MN: 1250-1220 MNx WEIGHT. 72.3 LEIS 1 WINO smat RAnNC: 166 Toon ALLGON ANTENNA DETAIL 2 NOT 10 SCALE N070. 1. ruc Numem Or COMECTORS WILL YAW BASCO ON ANTENNA TYPE. 2. CONTRACTOR TO VObFY OULCI PORTS LIST AND ANTENNA HNSTA UAMON WON MMILFACTURCIIS SPECIFICATIONS AND CONSTRUCTION MANAGER M11LT BRAOTT JNA (TTP) RF DATA SHEET (TYP) 2t0FLECT PART APPROVED EQUAL EXISTINO 132'-0' HIGH PARTS: MONOPOLE ITEM ON I OESCRPnON 1 1 NA7NREIN 7311546 OMCKEi ® 1 OOw c KATHRON 737274 (OR 738546 - IF NO DON141111.7) ANTENNA LAYOUT 1 GRAPHIC SCALE ANTENNA MOUNTING DETAIL4 SCALE 3/8- - 1'-0- _ 0 V J' 5' 10 NOT TO WALE FROM 10.3' BOTTOM ANTENKU OORNLLT BRICXET BY UMUFACTURER ANIFTm SUPPORT . PPE SIDE KA7NRFIM UU17RAhn PANn ANTFNM MODEL 1: AP14/17-MQ/1940/D5Sb/ADr/X)P FREQUENCY RANGE: 624-660 MNx 1710-2170 MRs WEIGHT: 36.4 LBS BIND SURVIVAL RAMNEZ'i. 120 mon KATHREIN ANTENNA DETAIL 3 NOl ro scN.E - PROPRIETARY INFORMATION rMS DOCUMENT 19 M( CREATION. 112=1. PROPERTY a oorreaTEo VTOSIN or CINGLNIR NIRCAS& ANY OWL"Ift OR use V11NOul MY►e3X WOMEN ORNbE/T s 9T16CTLY PrAmli Tm. ISSUE DATE: 0~6 DRAWN BY. KRYBML KUNAU CHECKED BY: J9pMM ND= APPROVED BY: SDBAI.SIM REVISIONS TEV OAtt I RCUMF Ox A 1"104 Issuro Pot wx stYHtsl I Xcingular raising the bar ,,% GENERAL DYNAMICS WIRELESS SERVICES 2377 GOLD NEAIOOW WAr. SUIFE 250 RANCHO COROOVA. CA 95670 S". CROWN COHPORAIr CENTER 2870 GATEWAY OAKS DR, SEWC 300 SACRAMOM CA 950$5 (tAU STA -m -Iwo ( 1 BIG -679-7900 No. C60216 EXP. 6-30-06 9jV%V1� ��`P \OF 0,VN sac Numm 0005 �Q 9886 sat TWO MONOPOLE -SHELTER 198BRONSONRCOURT I ORDVILLE. CA 95965 OTIC. ANTENNA PLAN ANO DETAILS sxR1 xumeft A-3 SCALE NOTE: IF DIMENSIONS SHORN ON PLAN 00 NOT SCALE CORRECTLY. CHECK FOR REMCTION OR ENLARGEMENT FROM ORDINAL PUNS• ' TDP of MONOPOLE TOP OF EXtSnNG..FUTFORM 57!1! OF EXISnNC FLAMM ELEV. 17r-0- CNCIrLAR ANTENNA RAO CEN' I].EV. ,0.S•-0- ExGnN6 13='-0' MON01 EXISTING COAX CN ROUTED INSIDE MONDI YK:RONAVE ANTENNA RAD CEI EU:Y. 45'-D' DIST D6TIN0 IS'- C,WN INN clrAOE E7.EV. Or -0- EXISTING NORTH ELEVATION SCALE: ,/8' _ 11-0- f I. CINIx.IAR ANTENNA RAD CENTER PROPRIETARY INFORMATION NEW CINGULAR ANTENNA KWKI04 THIS CommCNT 19 MC CREATION. OC96N. ELEv. , OS' -4r F60Pc9TT At COP(MOMMo vI OF 1 T -BED„ 9,q/IXiSD/ADT CE (5 x (S,' x 10.7' >< 5.37 TO R[PLAG[ ALL E745TING CINGLMR Rltai93, ANY OLPMGATA M OR us[ lmtmmT Ewlt= va,rol CoNscla AWENHAS (IVP -9). PAINT ANTENNAS AND HARO,E TO WtCN COSIPC MONOFCLE NY s 9TRL W FROHITrTm. MO CLE ISSUE DATE: 49/07/05 j&OP ,32'-0• DRAWN BY: 9sv P9AlIC03C0 CHECKED BY: JBKNM NO= TOP OF DISTwG MtFORY ETkY. ,2r -o- j j4 APPROVED BY: 90HAIL BRAN REVISIONS I °Zm-fi7fl511N0 ANTTJINA MOUNT 90'ITOY D< E,OSMNC PLATFORM I I PIATFORY wv OAT[ I cruor IOfl R EIEv. ,2r -0r A Way/05 sato ►a 9DTf ttnETr 9fF � �I I. CINIx.IAR ANTENNA RAD CENTER l I NEW CINGULAR ANTENNA KWKI04 0 ELEv. , OS' -4r 1 T -BED„ 9,q/IXiSD/ADT CE (5 x (S,' x 10.7' >< 5.37 TO R[PLAG[ ALL E745TING X� i n g u I a r AWENHAS (IVP -9). PAINT ANTENNAS AND HARO,E TO WtCN COSIPC MONOFCLE NY raising the bar .Ad � j I 3 4 A3 A3 GENERAL DYNAMICS EX6nuc 132'-0- NICH I WIRELESS SERVICES MONOPOLE �I 2377 GOLD II[A001Y WAIS SUITE 250 I RAATCNO COMMA. G 95670 NEW COAX CASES II ROUTED INSIDE MONOPOLE (M -t& 70TAL-33) jf ATIE' T SO ! I �CNARR swc 300 li SACRAYEMI>. CA 93835 9,8 879-2900 SIC I;ZiNCROVIAVC ANTENNA RAD CENTER��\L E735TING 6'-010 MGROVAIE q"YYY D,SrI � f 2 I W No. C60216 rl ^ x5nNC CINGULAR i EXISTING CINGULAR w bUIPLkENT SHELTER A-2 EOLAPMCNT SHELTTA * EXP. 6-30-05 nStING 0 c,,. , * ;7 „ ,.. ; ;.3;y ,:4 i �. DEGTNO DECIDUOUS �f CrRCE EC10lDU5 f `'r '.3<. , . y.,s`a v t'' k' `.r "•. TREE F 0 �.�<• s� (TMP) •• .Cr i �v �'� !�t1'�.ar� .^k�.»-�t;:}c �:'..�+l�+:.,• (TMP) F A\- ,•�:' y, ti I o •L.s w'S'y1 a4�:-i • Ik•3� '�_�',i�t�.s. .Y , CQOS sac ukam i i<v s 'f NA. -f— �n:'tdILLI,,�5•`{�.•,. ii 6704nNOCE ✓ - I Rt¢y . ^..>`y' L,�� • �: �' ' • . ' ; � "�'' 9886 DIsnNO V -O' NKw CHAIN LINK FENCE TPt: MONOPOLE -SHELTER E rf i i I I '_t gut LOCAwa 83 BRONSON COURT OROVILLE, CA 95965 GRADE SITE PLAN NEW NORTH ELEVATION SCALE: 1/8• _ ,'-0• GRAPHIC SCALE fflO:f fluted: 8 4 D e 16 A-4 SCALE NOTE IF DIMENSIONS SHOWN ON PIAN 00 NOT SCALE CORRECTLY. CHECK FOR REOUCTION OR ENLARGEMENT FROM ORIGINAL PLANS TOP OF MONOPOLE t1Er. 13Y-0' TOP OF EXISTING PLAXMR11 ELEV. 127--0' OF EXISTING PWTORII ELEV. 127'-0• EXISTING EAST ELEVATION SCALE. 1/8' - 1'-0' En1bTING mrMD" MOuN1 PLATFORM t ANTENNA RAO CCNTCR NEW CIRCULAR ANTENNA KATHRON• ELEV. 100•-0' API 4/1 (51' . 10.3'. 5.5') TO REPLACE ALL EASTING ANTENNAS CIT'P-9). PNM ANIM"S AND 1ARDNIRE TO MATCH CASING MONOPOLE 13r -O* MGM I COAX CABLES NSIOE MONOPOLE I 6'-0"6 AACRWAVC E A NKAINA RAO C0R1CR ON. ,5•-0' CX6TNG CIRCULAR EOUIFMEHf SMELTER lot DCISMNO 6'-W INION CNNN LINK rDRCC DECIDUOUS rP) G ADE A. ELEv. o• -D' NEW EAST ELEVATION SCALL 1/99' - 1'-$ TOP OF 40NO E QiTI. 132' -Or TOP OF EXISTING PLATFORM aEv. 127--0' BOTTOM OF EXCITING PLATTORM a v. 12-0tor LINGULAR ±MV Oov04 EXISTING 131'-4' HIGH MONOPOLE NEN COAX CABLES ROUTED INSIDE MOW POLE (fVP-t4 TOMAL-36) EX51IN0 6'-0'6 MCRWAVE 091 PROPRIETARY INFORMATION MCI DOCUMENT Is 111E CREATION. DCi61L PROPCOT ••oorreol Irco.SlOw or CINGUTAR WIRCUM ANY DWLIGTON 40 USE %nn4cYl EIIPN= wel1EN CONSCMt 1s STIKW PROM1111Ia. ISSUE DATE: 46/07/06 DRAWN BY: SEW FMC19M CHECKED BY: 7UKM W= APPROVED BY: 3=1 EM REVISIONS EV art 00C Imm A 01/07 6Ruro ►09 m I1MEW Xcingular raising the bar Ad GENERAL DYNAMICS WIRELESS SERVICES 23;7 GOLD M[AOOM WAY, SVIIE 250 RANCHO COMMA. CA 95870 CROWN C'ORPOAOATLr CENTER 2870 GAMNAY OAKS OIL. SutTL: 300 SACRAMENTII. CA ON" f160 9I6-679-2000. ins) 9f6-879-1900 MICROWAVE ANTD" RAD CENTCA A !DM ELEv. ,s' -Lr QRpf E130/pH9 Icc L AOGCO �Fy �—Exsnmc v7 DECIDUOUS ry No. C60216rl ��MP) "' v =4. • EXP. 6-30-06 �{J,jtf •?ate '; u��. c 1 V `� O�&P OF CA��F _w^ ek Vis, y .x J • , Sac XXL 0005 9311: 9886 mE flee MONOPOLE -SMELTER IOrJ TON cRAOEell 83 BRONSON COURT ELN. 0'-D' OROVILLE, CA 95965 Ont. SITE PLAN GRAPHIC SCALE SHM ■UTe01: e 4 0 e 16 A-5 E%IsnNo 1-S/6' COAX CABLE (TIP -6) OUTSIDE SNCLTER INSIDE SHELTER ANT. POS. 1 ANT. POS. 2 ANT. POS. 3 TDMA 850 GSM 850 GSM 850 GSM 1900 B- 19W I+850 mo I I+mo- +f00 �W■I■I■I�I■1lmpl= MMINArE UNUSED UNUSED IN IN ITER II II II II II 11 ITER E2asnNG TW (TVP -2) GROUND BAR CONNECTION (TOP) 151 SEE DETAIL EI NEW 7/6• Co. CABIE (TYP-6) GROUND BMR CONNECTION (BOTTOM) t SEE DETAIL at ANTENNA CONFIGURATION SECTOR "A" C%6flNG 1-5/a• COAX CABLE (MP -6) OUTSIDE SHELTER INSIDE SHELTER ANT. POS. 1 ANT. POS. 2 TDMA 850 GSM 850 ANT. POS. 3 GSM 1900 7ERMINA7C UNUSED CONI N WELTER ANTENNA CONFIGURATION SECTOR "B" PROPRIETARY INT'ORMATION LEGEND: - TI16 DOCUMENT Is alt CREATION, OCSIGN. macer f corrnahrtD rota 0r - E%67P4 JUMPER 70 REMAIN NEW JUMPER CINGLSAR MIIO,C16. ANY DUPUCAIION 09 USE MrHWV 004315 ROTTEN C0/3t/A a STRLI LT TROH1917159. —x—r-2— REMOVED JUMPER ISSUE DATE: 68/67/05 DRAtMN BY: 5V PBAItC®CO C%67N0 ANroLNMj COUIPYENT rI��I APPROVED BY: SOBAIL SHAH °.°•°.°. EXISTING ANTENNA RELOCATED REM51ONS I04Y as I otscrornor In ® l'I I 12 I I CASTNG ANTENNA x L Z 2_1 — L A B C FUTURE 1900 OSY aw CSY aw CMA 1900 TOW 0 049 I UNIS I POWIRY SECONDARY PWMMRT L28 -NE -J BIT CANET CASKET CABINET ANTENNA CONFIGURATION SECTOR "A" C%6flNG 1-5/a• COAX CABLE (MP -6) OUTSIDE SHELTER INSIDE SHELTER ANT. POS. 1 ANT. POS. 2 TDMA 850 GSM 850 ANT. POS. 3 GSM 1900 7ERMINA7C UNUSED CONI N WELTER ANTENNA CONFIGURATION SECTOR "B" E1a6nKC r%" NEW COAX wr GROUND BAR CONNCCaCN (70P) 6 SEC DETAIL e 61 NLM 7 6• COAX LE (TYom) GROUND BAR CONNCCTION (from 9 SEE DETAIL �I ,IVmgular raising the bar Ad GENERAL DYNAMICS WIRELESS SERVICES 2377 GOLD MEAODM WAV. SUIrE 250 RANCHO CORDOVA. CA 95670 SEM. vas CROMH COQAmTF CENTER 2670 GArrWAY OAKS DR.. SUr/E 300 MAMUDI . CA OMIS M) 916-679-2000 916-679-7900 Wj No. C60216 ce * EXP. 6-30-05 1 CIV% F OF CA��F� Sat .umm 0005 9886 Sat flet. MONDPDLE-SHELTER U CATOIt 83 BRONSON COURT OROVILLE. CA 95965 TITLE. ANTENNA CONFIGURATION SHM rumm: A-6 PROPRIETARY INT'ORMATION LEGEND: - TI16 DOCUMENT Is alt CREATION, OCSIGN. macer f corrnahrtD rota 0r - E%67P4 JUMPER 70 REMAIN NEW JUMPER CINGLSAR MIIO,C16. ANY DUPUCAIION 09 USE MrHWV 004315 ROTTEN C0/3t/A a STRLI LT TROH1917159. —x—r-2— REMOVED JUMPER ISSUE DATE: 68/67/05 DRAtMN BY: 5V PBAItC®CO C%67N0 ANroLNMj COUIPYENT CHECKED BY: JBI KM NLVR)S APPROVED BY: SOBAIL SHAH °.°•°.°. EXISTING ANTENNA RELOCATED REM51ONS I04Y as I otscrornor In ® NEW A ODM TO REPLACE A ww74 nsuEO TOR sox IEn[M sf CASTNG ANTENNA NEW WTE" NEW EOUIPNE11r ® EbsnNO com E1a6nKC r%" NEW COAX wr GROUND BAR CONNCCaCN (70P) 6 SEC DETAIL e 61 NLM 7 6• COAX LE (TYom) GROUND BAR CONNCCTION (from 9 SEE DETAIL �I ,IVmgular raising the bar Ad GENERAL DYNAMICS WIRELESS SERVICES 2377 GOLD MEAODM WAV. SUIrE 250 RANCHO CORDOVA. CA 95670 SEM. vas CROMH COQAmTF CENTER 2670 GArrWAY OAKS DR.. SUr/E 300 MAMUDI . CA OMIS M) 916-679-2000 916-679-7900 Wj No. C60216 ce * EXP. 6-30-05 1 CIV% F OF CA��F� Sat .umm 0005 9886 Sat flet. MONDPDLE-SHELTER U CATOIt 83 BRONSON COURT OROVILLE. CA 95965 TITLE. ANTENNA CONFIGURATION SHM rumm: A-6 PROPRIETARY INFORMATION LEGEND: THIS larem E a IwM��RF,ID111oNN or CIPSWAIt WIRELESS. ANY DLPMCATIDM 08 rLxfsnNO JUMPER TO REMAIN use vtn.RuT owns .etTEal CONSENT LS STR IC'W PROHIRTTIM. ANT. POS. 1 TDMA 850 ANT. POS. 2 GSM 850 GSM 1900 ANT. POS. 3 NEW JUMPER —. —. — . — ROADVED JUMPER Ex6nNG ANTEtvHA/ EOUIPMEM ISSUE DATE: 09/67/05 DRANIN BY: EV YBAIICHW CHECKED BY: J NMN NL91p8 APPROVED 811: 903iUL 9HAN ' 00STINC AMENIA aoaaaa�a RELOCATED REVISIONS wVj aR I OC9troPmr IV A jwovw4 IRSuTO To gas REtnEW STI NEW AMiN/A TO REPLACE EIt6TING ANTETlY ® 850 1900 850 1900 850 1900 + - • - 17 + - + - NEV ANTENNA NEW EOUIPMUO ® E1RSnNC CoA% ENSTINGTMA "�-2' NEW COAX xgcinular raising the bar OROUND BAR CONNECTION NOTES: SEE DETAIL I. SIM WrPACTOR S►MLL AS-BOLT CABS LENGTHS AND PRONOE ANTENM SERIAL NUMBERS ON RED-LINEO DRAWINGS y i _ a AMDWS SHALL BE PROCURED AND INSTALLED WITH OOW`WILT BRACKETS AND HEAVY DUTY CLAWS SUPPLIED BY ANTE" MANUFACTURER. GENERAL DYNAMICS SERVICES E7RSaNG 1-13I8' COAL CABLE ITYP-Bi s k G i NEN 7/8' COAX CABLE (�-G) '1 TOLLON DETAIL 2/A-8 FOR CINGULAR CONI COLOR CODING. •. THIS DIAGRAM IS SHCHCWTICAL ONLY AND INTENDED FOR GENERAL SYSTEM UNDERSTANDING FOR EQUIPMENT 2377 GOLD M£ADON WAr. SUITE 250 RANCHO CORDOVA. CA 95870 GROUND BAR CONNECTION (8pT1OY) PROCUREMENT AND/OR FINAL CONNEC1041. OBTAIN THE LATEST SOF (SITE BUILD FORM). SEE DETHL e n OUTSIDE SHELTER I +1 = INSIDE SHELTER r CROWN CORPOOTE CENTER 2870 WTEWAY OAKS OR. Swr 300 TERMINATE LIP"m COAL( IN 1E 1"2E wusmr".A- COAX IN SACRAMOM CA 958SI PI"--2 00 SIG-079-2m SHELTER SHELTER ' SOU: QRpFESS/pN Z W No. C60216 m tz m * EXP.6=30_05 aeSTtNG OLJPLEuaR `rlq C lF OF Cxx§ . sat Valeo! 0005 r� I I I I I I II I I I I I I uBc Sass I XJ x L_Y V_j 2 Li Ll B LC srte fEPC I I MONOPOLE-SHELTER FUTURE 1900 GSM 050 GSL 650 GSM 1900 TDMA 850 I UNITS I PRUARY SECONDARY PRIMARY u=~ 83 BRONSON COURT CABnET FJABT•ET CABINET CABINET L — — — J OROVILLE. CA 95965 TTTIEr ANTENNA CONFIGURATION SECTOR "CI ANTENNA CONFIGURATION ellen .Era: A-7 PROPRIETARY INFORMATION NOTES: THIS DOCUMENT Is INC CREATION. SICSs:1L I. ORNMNG S7REYATK: ONLY TYPCAL or EAO4 ANTT]XNA, vORRY N11N nmL RiSECTOR C RWO►TR1Y A OOP+rR10N1 1) ,LORI OC DATA SNEQ. CIRCULAR WIRQ99& NFT OWYGTIOM OR GAMMA USE VOTHMI own= WOTTO ow""T L CONTRACTOR 10 VERIFY NEED FOR °IPLEXER/OIPLEXER APO VERIFY WITH 18 1 1'-63 . 5 B STRICILT FROHIIflm. Fl Rc PRI T I.— sM.— ON —'NRTIC TOR NAL DATM SNtiT OR 0 LL ( n 7 ISSUE DATE: 68/07/Ob INFORMATION ONLY). + ORAIIH BY: 88V iBAlIC19C0 3. CONTRACTOR TO VERIFY NEED FOR rMAs AND vmry KITH FINAL RF DATA A SHEET PRIOR TO INSTALL (SK WN ON SCHEMATIC FOR INFORMATION ONLY). SECTOR 8 13 p SECTOR A CH[CKEO BY: j(mm NDINS ,A APPROVED BY: SOON. MN BRA AIPN► 13-16 1S 10 7-12 12 N 1REVISIONS REv I OATC I OEscmPTDM IT A wo7 ISiuto TOR soft amm sir EIGg Kr -747-264 VERIFY FINAL SRL CONFIGURATION WITH RC DATA SHEET/ ITR) ENGINEER. R 8 8 ANTENNA POSITION AND CABLE DEFINITION TMA© � 4 3 EXISTING MAIN CO-DOSTING COAX ROUTE BE Rm L) 0 TO rOLLOW (EI ROUTE u ExsnNG 1-s/6' S RUNS) CABLE MARKING COLOR CONVENTION TABLE NOTE: 1. LSMO COLOR BANDS ON 46 CABLES. MARK ALL Rr CABLE BY SECTOR AND CASAE NUMBER AS SHOWN ON "CABLE MARKING COLOR CONVENTION TABLE' (EXAMPLE SECTOR ALPWL CABLE A3 WOULD RE THREE RED BANDS). SECTOR "A" SECTOR'(' TOTAL NEW POS 1D POS 11 AZIMUTH= 80' . 2. POSITION 1 2 3 4 COLOR COON& ANTENNA MODEL KATNREIN KATNREIM KATNRON FIVE MMA.PACTURER API./17-A60/10.0/0620/AOT/XXP API./17-660/19.0/0690/AOT/XXP AP1./17-660/19.0/0690/AOr/XXP REO MOD" ONITIY W (1) REPLACEMENT (1) REPLACEMENT (1) REPLACEMENT (3) NEW RAD CENTER l03•--0' l05'-0' los'-04, POS 16 POS 17 (3) NEW 7/8" N/A (3) NEW 7/8' (8) NEW CABLE SIZE (1) EXISTING 1-S/8" (4) EXISTING 7/8' (1) EXISTING 1-5/8' (5) EXISTING CABLE LENGTH (3) 130'-0' N/A (�) 130'-0• 7BCf-e TW N/A (1) EXISTING N/A (2) EXISTING ELECTRICALOOWNTILT r r r POS 1 1900 POS 3 POS 4 POS 5 POS 6 ELECTRICAL DOWPRILT c A. .• 850 GMAVk C. 2 ONE 7m AIECNAMXAL OOINRLT OF O' D' PROPRIETARY INFORMATION NOTES: THIS DOCUMENT Is INC CREATION. SICSs:1L I. ORNMNG S7REYATK: ONLY TYPCAL or EAO4 ANTT]XNA, vORRY N11N nmL RiSECTOR C RWO►TR1Y A OOP+rR10N1 1) ,LORI OC DATA SNEQ. CIRCULAR WIRQ99& NFT OWYGTIOM OR GAMMA USE VOTHMI own= WOTTO ow""T L CONTRACTOR 10 VERIFY NEED FOR °IPLEXER/OIPLEXER APO VERIFY WITH 18 1 1'-63 . 5 B STRICILT FROHIIflm. Fl Rc PRI T I.— sM.— ON —'NRTIC TOR NAL DATM SNtiT OR 0 LL ( n 7 ISSUE DATE: 68/07/Ob INFORMATION ONLY). + ORAIIH BY: 88V iBAlIC19C0 3. CONTRACTOR TO VERIFY NEED FOR rMAs AND vmry KITH FINAL RF DATA A SHEET PRIOR TO INSTALL (SK WN ON SCHEMATIC FOR INFORMATION ONLY). SECTOR 8 13 p SECTOR A CH[CKEO BY: j(mm NDINS ,A APPROVED BY: SOON. MN BRA AIPN► 13-16 1S 10 7-12 12 N 1REVISIONS REv I OATC I OEscmPTDM IT A wo7 ISiuto TOR soft amm sir EIGg Kr -747-264 VERIFY FINAL SRL CONFIGURATION WITH RC DATA SHEET/ ITR) ENGINEER. R 8 8 ANTENNA POSITION AND CABLE DEFINITION TMA© � 4 3 EXISTING MAIN CO-DOSTING COAX ROUTE BE Rm L) 0 TO rOLLOW (EI ROUTE u ExsnNG 1-s/6' S RUNS) CABLE MARKING COLOR CONVENTION TABLE NOTE: 1. LSMO COLOR BANDS ON 46 CABLES. MARK ALL Rr CABLE BY SECTOR AND CASAE NUMBER AS SHOWN ON "CABLE MARKING COLOR CONVENTION TABLE' (EXAMPLE SECTOR ALPWL CABLE A3 WOULD RE THREE RED BANDS). POS 7 SECTOR'(' TOTAL NEW POS 1D POS 11 POS 12 AZIMUTH = 320' 2. POSITION 1 2 3 4 COLOR COON& ANTENNA MOOEL KATNREIN KAINREIN KATIIROM FIVE M~ACTURER A1R14/17-660/1940/065D/AOT/XXP AP1./17-!!ISD/1940/0690/AOT/XIP API4/17-660/LI4O/0690/AOr/XXP REO ANTENNA CWNTTY (1) REPLACEMENT (1) REPLACEMENT (1) REPLACEMENT (3) NEW RAD CENIM l05' -O' 1p5'-0' los-W POS 16 POS 17 NEW 7/8" N/A (3) NEW 7/6' (6) NEV CABLE SIZE (1) EXISTING 1-S/8" (I) (4) EXISTING 7/8" (1) EXISTING 1-5/8' (8) EXISTING CABLE LD107H (3) 130 -0' N/A (3) 130'-O• 7°T/-0' TNA N/A (2) EXISTING N/A (2) EXISTING ELECTRICAL OOWMM.1 r r r POS 1 1900 POS 3 POS 4 POS 5 POS 6 ELECTRICAL OOWNIILT c A• 4. 650 GMAVk C. 2 ONE 7m MECHANICAL DOWNTLT or or D' PROPRIETARY INFORMATION NOTES: THIS DOCUMENT Is INC CREATION. SICSs:1L I. ORNMNG S7REYATK: ONLY TYPCAL or EAO4 ANTT]XNA, vORRY N11N nmL RiSECTOR C RWO►TR1Y A OOP+rR10N1 1) ,LORI OC DATA SNEQ. CIRCULAR WIRQ99& NFT OWYGTIOM OR GAMMA USE VOTHMI own= WOTTO ow""T L CONTRACTOR 10 VERIFY NEED FOR °IPLEXER/OIPLEXER APO VERIFY WITH 18 1 1'-63 . 5 B STRICILT FROHIIflm. Fl Rc PRI T I.— sM.— ON —'NRTIC TOR NAL DATM SNtiT OR 0 LL ( n 7 ISSUE DATE: 68/07/Ob INFORMATION ONLY). + ORAIIH BY: 88V iBAlIC19C0 3. CONTRACTOR TO VERIFY NEED FOR rMAs AND vmry KITH FINAL RF DATA A SHEET PRIOR TO INSTALL (SK WN ON SCHEMATIC FOR INFORMATION ONLY). SECTOR 8 13 p SECTOR A CH[CKEO BY: j(mm NDINS ,A APPROVED BY: SOON. MN BRA AIPN► 13-16 1S 10 7-12 12 N 1REVISIONS REv I OATC I OEscmPTDM IT A wo7 ISiuto TOR soft amm sir EIGg Kr -747-264 VERIFY FINAL SRL CONFIGURATION WITH RC DATA SHEET/ ITR) ENGINEER. R 8 8 ANTENNA POSITION AND CABLE DEFINITION TMA© � 4 3 EXISTING MAIN CO-DOSTING COAX ROUTE BE Rm L) 0 TO rOLLOW (EI ROUTE u ExsnNG 1-s/6' S RUNS) CABLE MARKING COLOR CONVENTION TABLE NOTE: 1. LSMO COLOR BANDS ON 46 CABLES. MARK ALL Rr CABLE BY SECTOR AND CASAE NUMBER AS SHOWN ON "CABLE MARKING COLOR CONVENTION TABLE' (EXAMPLE SECTOR ALPWL CABLE A3 WOULD RE THREE RED BANDS). POS 7 POs B POS 9 POS 1D POS 11 POS 12 SECTOR 2. FEMALE C") 3 ON ENSTING STE THE COLOR COOING SMALL rOLIOW THE EXISTING MARKET' 2 3 4 COLOR COON& ONE TNO THREE FOUR FIVE SIX ALPHA A. X API4/17-W*/l9A0/0690/AOT/XXP AP14/17-660/1940/0690/AOT/XOXP REO RED RED RED RED RED RAO CENTER POS 13 POS 14 POS 10 POS 16 POS 17 PCIS 16 SECTOR B (3) NEW 7/6" (8) NEV CABLE SIE (1) EXISTING 1-5/0" (4) EXISTING 7/8' (1) EXISTING 1-5/5" ONE TIM THREE FOUR FlVE SIX BRA B. Y N/A BLUE BLUE ELLE BLUE BLUE BLUE r POS 1 IGS 2 POS 3 POS 4 POS 5 POS 6 SECTOR A' a 650 GMAVk C. 2 ONE 7m TMRCE FOUR FlVE SIX CAECA GREEN GREEN GREEN GREEN GREEN POS 10 POS 20 POS 21 POS 22 POS 23 POS 24 SECTOR ONE TF1° THREE FOUR FIVE SIX OO.TA. 0. W YE1DW VELLON YELLOW YELLOW Ttllm YELLOW Xcingular raising the Dar .dd GENERAL DYNAMICS WIRELESS SERVICES 2377 GOLD MEADOW wAY BULKHEAD 5 JUMPER CABLE (TTP) NOTE: 1. LSMO COLOR BANDS ON 46 CABLES. MARK ALL Rr CABLE BY SECTOR AND CASAE NUMBER AS SHOWN ON "CABLE MARKING COLOR CONVENTION TABLE' (EXAMPLE SECTOR ALPWL CABLE A3 WOULD RE THREE RED BANDS). SUIrE 250 RANCHO CORDOVA. CA 95870 SECTOR"C" TOTAL NEW THE STANDARD CABLE MARKING TAPE 6 RINSED ON THE '4 FEMA' COL.OREO X MALE IT•t TAPCS - RED. BLUE. GREEN APO YELLOW. 2. FEMALE C") 3 ON ENSTING STE THE COLOR COOING SMALL rOLIOW THE EXISTING MARKET' 2 3 4 COLOR COON& ANTENNA MODEL ars KATNREIN CROWN CORPORATE CENTER EQuIPAADXr A IN THE ABSENCE Or AN EXISTING COLOR COOING AAO TAGGING SCHEME. OR 2870 GATEWAY OAKS OR. API4/17-W*/l9A0/0690/AOT/XXP AP14/17-660/1940/0690/AOT/XOXP WHEN INSTALLING EXISTING COAXIAL CASES. THIS GUIDELINE 6 TO BE SUITE 300 TYPICAL ANTENNA/ SECTOR IMPLEMENTED At THE SRC REGARDLESS Or TECNMOL06Y. $ACRAI(OM. CA 99815 (3) NEW RAO CENTER 91 °-874-2000 CABLE MARKING TAGS NOIG v THERE IS NO DOSTo4G COLOR COWING REFER TO MANS -217 los) 976-679-2400 fun ALL RC CABLE SMALL BE MARKED AS PER CABLE (3) NEW 7/8' N/A (3) NEW 7/6" L.OULnuNS Pru tt6uvc uuwNAM U.OU► FOR ANTENNA QR�FESS/0& CABLE MARKING LOCATIONS SECTOR"C" TOTAL NEW 1. X X AZIMUTH = 200' 2. POSITION 1 2 3 4 X ANTENNA MODEL KATNREMN KATNREIN KATNRON X V~ACTURER AP14/17-E60/1040/065D/AOT/XXP API4/17-W*/l9A0/0690/AOT/XXP AP14/17-660/1940/0690/AOT/XOXP X ANTENNA OWNRrY (1) REPLACEMENT (1) REPLACEMENT (1) REPLACEMENT (3) NEW RAO CENTER 105•-0' lo3'-0' low -o' 8. X (3) NEW 7/8' N/A (3) NEW 7/6" (8) NEV CABLE SIE (1) EXISTING 1-5/0" (4) EXISTING 7/8' (1) EXISTING 1-5/5" (B) EXISTING CABLE LENGTH (3) 130•-0" M/A (3) 130•-0- 780f -O' TTN N/A (1) DOSIING N/A (2) EXISTING ELECTRICAL Doww = r r 1900 - ELECTRICAL OOwNXITL7 A' a 650 MECHANICAL OOWNILT N7 C D' L.OULnuNS Pru tt6uvc uuwNAM U.OU► FOR ANTENNA QR�FESS/0& CABLE MARKING LOCATIONS NO. TAPE I TAC I LOC/TIONS 1. X X BEFORE MID" 2. X * EXP. 6-30-06 AFTER IMA (ILS NODDED) 3. X F OF CA\ MORE TNA (AS NEEDED) 4. X X EPO OF MINN COAX S. X X INSIDE OF BULKHEAD 6. X NOT %RED 7. X X NOT tAm 8. X X AT BTS L.OULnuNS Pru tt6uvc uuwNAM U.OU► FOR ANTENNA QR�FESS/0& POS(1oN LLOUT FOR U p • F� %L TECHNOLOCY X� Z No. C60216 m LINE BRASS TAG LVA a7 * EXP. 6-30-06 CABLE I TLCNNOLOCt �9% C 1 V \ �• (��`� OOOE TYPE F OF CA\ GSI GSM 1900 -CEO G8 OsA m0 IIIc Ius9os U9 UMTS 1901) IS TDMA 850 0005 us& TO TOMA 1900 9886 SIR Two MONDPDLE-SHELTER 93 8BRONSONRCOURT OROVILLE, CA 95965 irTt% DETAILS ANTENNA SCHEDULE CABLE MARKING SCHEMATIC AND NOTES 2 lK07 suse0l: A-8 NOTES: PROPRIETARY INTIMATIONWIRE 1. DONOToNSTALL CABLE GROUND NOT AT A BEND AND ALWAYS CIRECT GROUND DOWN TO ANICNNA GROUND, BAR. NOTE-- 1. NUMBER OF GROUND BARS MAY VARY 00-CNOINC ON THE 1) ANTENNA INCLUDES A rEMALC ON CONNECTOR MO DOCUMENT IS THE CREATION. DESIGN. 2• VEAMER PROOFING SHALL BE ANDREW Ib0-PART TME Ka. COLD SHRINK TYPE OF MONOPOLE, ANTENNA LOGUDN AND CONNECTION CRlo NMDA. FImAnOE AS REQUIRED. ANTENNA �� t�� ro =A� L.--�I VALE Opt ]a IUY'ER CABLE UICLUOES (2I-YNi pN CONNEG10R9 CONNECTOR PWOCRTY R COPYODKTCO won of CINGLWt WINCLE9S. ANI DUPLICATION OR OCFI=E WOIYE+I CONSMY SMALL NOT BE VSFD. ANTENNA GROUND BAR I ' 3) SURGE ARRESTOR INCLUDES (2)-F(WLE DIN CONNECTORS FEMALE GIN use WInIWT LY Srt6CR1' FROM11M. TO ANTDINAS N INSULATORS. BOLDED 70 ANTENNA DIRECTLY TO TFE TDP or CONNECTOR ISSUE DATE: 09/07/05 MONOPOLE MONOPOLE SEC NOTE 1. REATHCRPRGOnNC Kn ANTFNM BT: 88Y FRAlfClN SEE DETAIL 005 (SMIAR') (SEE "OTC 3) � INSIDE HERPROOFING TYP.) STANDARD GROUND MIT ( CABLE GROUND Kn CABINEUTSIDET CABINET CABINET CHECKDRAWN CHECKED BY: JB]OfIIBE 17G1103ANTENNA •) GROUND BARCONI o!f' JUMPER CABLE APPIIOV(D BY: 9DBA0, �i11H(►w•) AIAPERLYR SUREGR0uN0 W/O INSULATORS. IS ARG SiRINOED COPPER GROUND REVISIONSe11ITI1 CROLIND Kn IES AMG FRONDED ►TULANrID MORQONTAL BQOV EXIT PORT SEE TIRE ((iNDUAOFD 1D (ROUND BAR) YALE aN IEv DATE DL'9CRIPrtl1 A CIROUND KO TMP.) 1. SEE DETAIL 005 SEE NOIC 1 d t a ( )CONAECTOR AANDREV P1DC-BOFCF-NBCONNECTOR NOTE)NOTE COAX CABLE EXIT PORT SURGE ARRESTOR OR1TE/11FE A 00/01 MIf1JtD TOR lOfi ltWf!W SYIK6 Kff CFI"G (IMP.)TM BEE NH07E 2 NNA GROUND TO AIW, (T P. FCR ALL) EXOMERMC VELD Ii CD BCW SOLO NNIO TO SHELTER NIDTES: 1 , 00 1•Di INSGLL CAB E Qi0UN0 Kp Al A BEND ANO AUfAYS DIRECT GROUND RARE OONt rO GROUND i1W.ANTENNA APPROVED EOUAL YAU pN CONNECTOR CABLE TO BTSSIMILAR 'MrMOU7 (2 PLACES) VIA IDDGE� GRDUNOT•D SHALL BE TYPE PART NUMBER AS SUPPLED ORTLY EQIAPMONT (TA'P)ATDETAIL ORS. BONDED 1 EBRIMONOPOLE PIER Z, Kn ANO MAIN COAX CABLE TO TOP OF REZOMMENOm Br GBIE MA/1UFACTURER. FEMALE CIN CONNECTOR OR TOWER. LONG CIiOM`D /2 ATG BCV SOLID TINNED (TYPICAL OF 2) J. WEATHER PROOrNO SHALL BE (TYPE AND, PARI NUMBER AS SUPPLIED OR FEMALE DIN FEMALE DDI CONNECTOR CONNECTOR RCCOMMENOED BY CABLE MANUFACTURER.) MALE ON CONNECTOR If JUMPER 0 BE PRONOED AND CONNECTION OF GROUND WIRE ANTENNA CABLE GROUNDING CONNECTION OF CABLE GROUND INSTALLED BY CONTRACTOR TO GROUNDING BAR, MONOPOLE 1 FOR MONOPOLE 2 KIT TO ANTENNA CABLE DETAIL 3 CONNECTION DIAGRAM 4 Xcingular NOT i0 SCALE _ 1101 TO SCALE _ raising the bar ,,% NOT r0 SCALE _ NOT 10 SCALE _ 6 AWC FROM• 5 - q EXISTINGANTENNA , GROUND KITE 2 EXISTING ICE BRIDGE MONOPOLE I GENERAL DYNAMICS + 3/4• 0 .� WIRELESS SERVICES GROUND BAR CON LFLOOR 0 /tl' 1 mmGER BRACKET Cw) COAXIAL. CARES I t C • p C D 2377 COLD MEAOOIY WAY, OR ON ANTENNA +0 A/ I Y 0 I SUME 250 TONER Yp aj! e RANCHO COMM. CA 95670 3 �A 0 !0 G 5 t 1 SEE _ ®#W�M:EN�GROUNO LEGEND EXISTING I SMELTER ICE BRIDGE SUPPORT POST (TIP)1- COPPER OROUNO BAR)'• I1 4if 90'. NENiON NSTRiINENr D0. CARIE ORP CAT. NO. 9-6142 OR EQUAL HOLE CENTERS TO MATCH NOMLOOP•�F10<E CROWN CORPORATT CKAITER LUO DOUBLE WO CONFIOURAno 70tFR 2670 GArEMAY OAKS OQ. CXOMERMC WELD TO BETOR 2- INSLMORS. NEWTON OHSiRLIMfAIr CAT. N0. 3061-A GROUND BAR nyrE J00 USfO TIM 2 AVC 901 lOATED AR IS S CE GROUND OR FIN. G SACRANEM1f, CA 99011GROUND RING NGED TO METAL TOtpH/mONOPCLE 3- 5 LOCMWASHfR3. HENDON NSTRUYEMr CO. CAT.• NO. 3015-6 _GUIDING ` f�,. s,1w) 916-?79-5000 STRUCTURE `� A16-679-ZM ♦- WILL MOUNTING BRACKET. NEWTON INSTRUM(N1 CO. MAIN GMOUNO 5 =GROUND BARS At THE BOTTOM OF TQAER5/MONOPCLES CAT NO. A-6056 BAR SWILL ONLY USE EXODERWC WELDS. 5- 5/8-11 % 1' NHCS BOLTS. NEWTON INSTRUMENT CO. EXOSTING CRaR�D ROOS AMETINA COAX �2 ANG BCW 9000 511u.INSTALLATION rwT NO. 3019-1 cRDu"ar+G (TMP) NNED TO GROUND OF GROUND RING WIRE TO GROUND BAR 5 GROUND BAR DETAIL 6 COAXIAL CABLE GROUNDING AT EQUIPMENT SHELTER 7 NOT TO SCALE FESS/0 kOp %L $y Fz Z NOT 70 SCALE HOT TO SCALE L.j No. °C60216 m � � 2'-1 3/,• 4• BOOT ASSEMBLY Kir BY MTS. 1. ALL ELECTRICAL BE COMPUTED IN ACCORDANCE WITH 71H[ S. WHEN SUPPLY/HC POWER FROM AN EXISTING PANE190ARRD. PROVIDE NEW PNMT NUMBER DEPENDS ON TYPE EXP. 6-30-06 THE TION LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. CIRCUBRY PRDTECRON DEVICE TO MATCH THE EXISTING PANELBOARD TWE AND "EMILY' OF CUSNON INSCRT. AUC. RATING AND AS NECESSARY 10 MEET THE CIRIAT REOUIREVENTS SHOWN vAVCCUIOE I'-B' Rff[R f0 NOTE BELOW. VISHICH 'B11p2A• f 2. CONFORM! Illitl ME LATEST EDITION OF THE UNIFORM BUILDING, CODE. ME ON ME CRAVINGS. NEW CIRUR BREAKERS SMALL MEET ME RE'OUIREMEINTS OF REQUIREMENTS OF ALL APPUCABLE MUNICIPAL AND STATE CODES AND IKE LATEST EDITION OF THE NATIONAL ELECTRICAL COOS. A cvsNION ASSEMBLY*W/ NWEGAOE BOAT ASSEMBLY 4j C ( V REGULATIONS. AND UTILITY GUIDELINES. OF ``A`\F 9. REARRANGE CIIQUnING AS NECESSARY 7D ENSURE A BALANCED LOAD ACROSS 0 0 0 0 3. PERFORM ALL VERIFICATION. OBSERWMCNS, TESTING AND EXAMINATION OF ALL PHASES OF PAN(LOORADS INVOLVED WIN THE PROJECT. VAVEGUIDE ENTRY PLATE CUSHION NSERT BY MTS. FOR MrS mawFLECr 181116 WORK PRIOR TO llC OR!DERINO OF ELECTRICAL EQUIPMENT AND ME ACTUAL CONSTRUCTION. ISSUE A WRITTEN NOTICE OF ALL THE FINDINGS 70 THE 10. PERMANENTLY TAG EACH CONDUCTOR or EACH SYSTEM IN EACH PART NUMBER REFER TO COAX �/f�� CABLE SCHEDULE FOR NUMBER 100 111110! COOS ' CONSTRUCTION MANAGER USTING ALL MALFUNCTIONS, FAULTY EOUPMENT AND PANELBONRD. PULL BOX, J-BOX. SWITCH BOY. EIQ o AND SIZES OF HOLES. DISCREPANCIES. — COAX CABLE WITH GROUND14 KI uAo 11. ALL CIRCUIT BREAKERS. FUSES AND ELECTRICAL EQUIPMENT SMALL NHO E AN l— +. MINIMIZE DISRUPTION 0 EXISTING SERVICES WHERE NEW WIRING WILL BE INTEAUPHTING SNIORT CIRCUIT CURRENT RATING EXCEEDING 7N17 TO YINIICM THEY ^ ^ (► )x( )I O OURINE OF VN1 OPENING 9SBE CONNECTED TO THE EXISTING. ARRANGE WITH ME OWNER FOR A SHUTDOWN MAY BE SUBJECTED. (A$ NOTED ON ORAr6NGS). AND A MINIMUM 10.000 A.LC: CV PERIOD SA76FACTORT TO BOTH PARIES. s"E MC_ 12. ALL INSULATED GROUND CABLE 0 BE GREEN STRANDED COPPER. °jj� li/( l� ° EXTERIOR CHEM S. ALL WIRING, SHALL BE SEED AS NDICAIED, MTH A MINIMUM 600v THAN GROUND CONDUCTOR FROM MONOPOLE-SHELTER INSULATION. ALL NLV WIMAIG SHAM BE COLOR COOED COPPER. MINIMUM 012 13. PROVIDE A 5EPERATE GROUND WIRE N ALL RACEWAYS AND CABLES. COAXIAL ANTETNA GROUND KO. ANIC IAN AND MINIMUM /10 AMC OVER 75 FEE1 UNLESS NOTED OTNERWISE. BOND TO COAXIAL CABLC PER WIRE SMALLBC RUN COMCEAIEO IN EMI UNLESS OT14ERWISE NOTED. CONCEALED 14. ALL EXPOSED CIRCUITS SMALL BE ALIGNED WITH EXISTING EQUP►ENI AND e e e ° MANUTACTURER'S SPECS AND LDCATIOR ACRO CAN BE US! FOR CROP DOWNS FROM OUTLET TO EQUIPMENT AND IN STRUCTURAL ELEMENTS CONDUITS SHALL NOT BE RUN PARALLEL 10 MOT WATER ATTACH TO GROUND BAR WITH PARTITIONS UNLESS PROHIBtED BY CODE OR OTHMOSC NOTED. AC-20 LAY BE OR STEAM LINES. MIERE ME CONDUITS CROSS OVER EXISTING CONDUITS OR RUN TO 70 rCET IN CE41NC SPACE ALL AC-HCI INC FASTENED STAR WASHER, NUT R BOLT. FOR 1 I/4• - 1 5/6' COAX CABLE 83 BRONSON COURT LAP AND CONDUIT SIAALL BE LINES. CONDUITS SHALL BE WITH A A' SEPERAnON. MNMUM. SUPPORTED RICH AS POSSIBI[ ABODE COLING TO RCMDYAL APPLY NON-OXIDATIGH COMPOUO USE ONE HOLE CUSHION INSFAT. AS ALLEN OF ALL CEILING TILES AND ILMNARIES ETC. CABLES ARE NOT PERMITTED TO PEST UPON 10. ALL PANR60ARO DIRCCTORIES MWLVEO MIN THE PROTECT SMALL SE A A UNDERG. CONTACT SURFACE OF REFER m Mrs arAL.00. OROVILLE, CA 95965 SUSPENDED COUNC. UPOAICO AND REPRINICO TO REFLECT ALL CHANCES ASSOCAIE0 MN TI11EI ELECrRIC� IHSIALLAnON/ REHO%%nON. 6, ALL WIRING. IOF KE SA AND E 91MLL B SMALL BE NEW AND UL APPROTUREIL CD. EQUIPMENT OF TNIE SAME HYPE 9ALL BE of THE LME MAPNUFAC1uPER GROUND BM (EGG) FOR 7 H) COAX CABLE USE THREE CUSHION GROUNDING DETAILS AND INTENDEXTERCR-EXICRIORRO MOLE INSERT. RCFM TO MIS INTERIOR-MAN GROUND BAR IAIOB) ELECTRICAL NOTES 7. 7►ORDUCHLY IMVES71CATE ALL CXISING PANELBOARO(S) INVCLVEO WrTm THE CAra.Do. PROJECT AND DETERMINE YWCH CIRCUITS SERvE THC ARG OF TICS PROVECT. GROUND ENTRY PLATE WTH l6 Mr. lxOY XU1601: CNSURC C'RCUn CONTINUITY OF ALL CXGICD AREAS ARE NOT AFFECTED BY THE STRNDED JUMPER WITH l0 aMMEL PACUEaY. ELECTRICAL SPECIFICATION NOTES 8 COMPRESSION LUGS. USE STAR WASHERS, COAX ENTRY PORT DETAILLOCK 9 RS AND SHEET METAL SCREWS E-1 NOT TO SCALE_ 0 SECURES 0 ECB (EXTERIOR) MM NOT 0 SCALE _ ONTERIORi) IJ i c. 1. CABLE 10 BE USED IS COBRA COP -FLEX 2000. FLEXIBLE CLASS 8. OR FRAME GNO Is00 AHR APPROVED COAL WHEN DC POWER CABLE RL.14 IN CABLE TRAY THEY (EXISTING) MUST MAINTAIN LANIMIIM 2' CLEARANCE FROM RF CABLES A7 ALL 7111AES. PROPRIETARY INFORMATION UN 250 KCMIL CABLE FOR TOTAL FEEDER LENGTH OF UP TO 59 FT. (CABLE LENGTHS ARE BASED ON IA VOLT DROP MAXIMUM BETWEEN -5-4/0 AWG (3 PER BUS) TH0 DOCUMENT II ME cREAnoN. DC91GN. OC POWER PtAMI ANO ERICSSON CSIA BR CABINET). WH LI . I RLN -2 IN 4- NUM. IMC (MOTES 2 Q 1t) RAIN OR IRU/ CABLE RACK/TRAY 3. FOR POYEABOMOS REOUIRDIG AN DMii2NAL MALL rOLSOM BRFArrEA. SCE �jl,' tnA OR OONOLN 2—p/0 AVO I+) O oETAR. F'OR cDNNECrtoN. NOTES f. O Y 7 1-1 TO EXISTING GSM a. DETAIL 'A' ASSUMES ADDITIONAL OC POWQi BOARD BUS CAPACITY AVAILABLE I_) CABNEXI9001 rOR EXTERNAL 9REAXOi. IF REQUIRED. 17'88 WO°W� CINC" CV& SRT DUCAVM 09 S. CABLE S12C 6 DEPENDANT UPON BATTERY CIRCUrT WERRUPTINO DEVICE CABRNET RAnNO. OCTAIL A• 6 LASED ON 11200A BATTERY INTERRUMOR AND CABLE R&I'M FOR 90' CON& TEMPERATURE. CABLE LCNOIN Nor 10 EXCEED 10 CT. use W1fw uT Ovem •OTIEN CONCNT R STREW FROHISMO. CONSULT ENONECRIN0 FOR NEW CABLE SIZE IF RATINGS ARE OFrEACHr. DETAIL ^a /6 GREEN RAV 6. W"ER OR FUSM 06GONNM7 SNITCH ED TO NTEAAUP7 TME 9A71ERr 'A' ISSUE DAZE: 08/07/05 DRAWN 07: BY iitliQ8C0 BREAKER .IRE OtsnNe Tee WIRE Too OMERW6E OETNL A' IS INVALID (SCE NOTE B) CHECKED BY: J6Alm NEI= TWO BTS CABINETS ARE TO BE ADDED DETAIL W LLL RWUIRE A RASION. ' CONSULT ENCIREERINC. PRIOR TO ANY MCOIFICA11ONS. 8. ALL CABLES 70 BE TERMINATED AT 7m Brs ENO BY EmcssoN. APPROVED BY: 3=1 am RCOSIONS am CAR I OC9cerml T A 01/01/ 6LaRD FOR ION 1114m 0 ASIA RVQ G AC PANEL N L1 I i I{2 AAYG STRANDED CU. LIMN (NOTES 1 2) RMN OR R1N IN CABLE RACK/TRAY OR CONOtfr 1-/4/0 ANG 200k JOA lYP PER tiREEN CASE _ T 2 RECTIFIER ENSTING ALARM CABLE -� TVSS S 7 JRA T ^ 11 8 0 B o TO IQ ^0 - (NOTES dl 51 5(O �r �r �2 AWD STRANDED , 4 `4 `4 OOPPER T1M1 ORS 1 GNO (+) (- +24V n CABLE BY ERIC55ON A o o (SEC NOTE 9) r GNO (+) (-) • T7�AL i24V T1 RELAY RACK OR WALL MOUNTED BACKWARD xc i n g u I a r raising the bar r� EXISTING 240/110 RAC 10, 3W (SHOWN) OR 208/120 3a 49WANE 08112 VRLA 9AITTRY 1600 AMR (CX67NUy NOTE a (+) (-1 P/D POWER �I_ BOARD 9A7TMY INrERRUP7ER (NOTE 6) ' FRAME GND RECTIFlFJ7S 7/Cgja N+I AN1CON +24V 1200A, BOARD (+) I—) (EXISTING) EXISTIN0 OSM am CRIMSON ERICSSON OROWIN CABNEr I camEr (SEE NOTE 8) (4+4+4) (444+4) CSN/EDGE CSM/EDCE (19001 (1900/650) /8 ANG STRANDED COPPER TMMN GREEN INSULATED. VRLA GAr1CRY 1. CABLE 10 BE USED IS COBRA COP -FLEX 2000. FLEXIBLE CLASS 8. OR FRAME GNO Is00 AHR APPROVED COAL WHEN DC POWER CABLE RL.14 IN CABLE TRAY THEY (EXISTING) MUST MAINTAIN LANIMIIM 2' CLEARANCE FROM RF CABLES A7 ALL 7111AES. 2. USE /+/D AVG CABLE FOR TOTAL FEWER LCNGM OF UP 70 5D FT. UN 250 KCMIL CABLE FOR TOTAL FEEDER LENGTH OF UP TO 59 FT. (CABLE LENGTHS ARE BASED ON IA VOLT DROP MAXIMUM BETWEEN -5-4/0 AWG (3 PER BUS) OC POWER PtAMI ANO ERICSSON CSIA BR CABINET). WH LI . I RLN -2 IN 4- NUM. IMC (MOTES 2 Q 1t) RAIN OR IRU/ CABLE RACK/TRAY 3. FOR POYEABOMOS REOUIRDIG AN DMii2NAL MALL rOLSOM BRFArrEA. SCE �jl,' tnA OR OONOLN 2—p/0 AVO I+) O oETAR. F'OR cDNNECrtoN. NOTES f. O Y 7 1-1 TO EXISTING GSM a. DETAIL 'A' ASSUMES ADDITIONAL OC POWQi BOARD BUS CAPACITY AVAILABLE I_) CABNEXI9001 rOR EXTERNAL 9REAXOi. IF REQUIRED. 17'88 TO GSM GROWTH S. CABLE S12C 6 DEPENDANT UPON BATTERY CIRCUrT WERRUPTINO DEVICE CABRNET RAnNO. OCTAIL A• 6 LASED ON 11200A BATTERY INTERRUMOR AND CABLE R&I'M FOR 90' CON& TEMPERATURE. CABLE LCNOIN Nor 10 EXCEED 10 CT. 0.0 FFAME CND CONSULT ENONECRIN0 FOR NEW CABLE SIZE IF RATINGS ARE OFrEACHr. DETAIL ^a /6 GREEN RAV 6. W"ER OR FUSM 06GONNM7 SNITCH ED TO NTEAAUP7 TME 9A71ERr 'A' WALL MOUNTED "T DOPPER SUPPLY CIRCUIT UPON OVER CURRENT IS REWRED 10 USE DETAIL BREAKER .IRE OtsnNe Tee WIRE Too OMERW6E OETNL A' IS INVALID (SCE NOTE B) 7. DETAIL A' REFLECTS PROVISION FOR TWO BLS CABINETS. IF MORE THAN TWO BTS CABINETS ARE TO BE ADDED DETAIL W LLL RWUIRE A RASION. ' CONSULT ENCIREERINC. PRIOR TO ANY MCOIFICA11ONS. 8. ALL CABLES 70 BE TERMINATED AT 7m Brs ENO BY EmcssoN. 9. IF NO OSU CONNCCIEO TO 71/iVSS DRECILY. +24VDC POWER, ERICSSON SINGLE LINE DIAGRAM (INDOOR) - GROWTH ourI A L UEJ N N S L BLOCK 10 TELCO NIV GENERAL DYNAMICS WIRELESS SERVICES 2377 GOLD MEADOW WAY SLUM 250 RANCHO COMMA. CA 95870 SOL. CROWN CORPORATE CENTER 2870 GArEMAY OAKS ca. SURE 300 SACRAMOM. CA OUSS (h) 916-674-5000 (los) 8118-879-2900 No. C60216 r^r EXP. 6-30-05 CIV\ \OF CA��E�/ set mem 0005 Sea 9886 sat Twe NONDPDLE-SHELTER UWAT aNr 83 BRONSON COURT OROVILLE. CA 95955 Trut. POWER, TELCO AND GROUNDING SCHEMATIC 2x0:1 rule0c E-2 - ATJ�T AT&T Wireless Services November 2, 2004 Steve Betts Butte County Planning Division 7 County Center Drive. Oroville, CA 95965 RE:APN:036-500=071- 5 PERMIT; UP 02 -0 -1 - AT&T Site #: Ophir Road C005 Dear Mr. Betts, BUTTE r` COUNTY ? NOV - 4 2004 DEVELOPMENT SERVICES As we discussed recently, AT&T Wireless is in the process of replacing three existing antennas and coax cable at an existing communications site located at the parcel- listed above. No additional height or other modifications will be made to the tower. The replacement antennas will be painted to match the existing ones. As you can see by the enclosed cut sheets, the replacement antennas are very similar in dimension to those that are placed there now. AT&T will be performing a tower analysis to insure the structural integrity of the existing pole. Upon completion of this analysis, AT&T will be applying for the appropriate building permits. It is my understanding that no additional zoning approvals are necessary as the project satisfies substantial compliance with zoning requirements. If this is correct, please sign below where indicated. Please use the enclosed self-addressed stamped envelope. Please feel free to call me with any questions. Thank you for your assistance in this matter. . 916.801.3178 Acknowledged: Butte County Planning Division Planner Name: S�coti.ec� Bc'S Signed: 9 Date: (1316, f? 1V ATST December 5, 2004 Butte County Planning Department Reference: AWS/Cingular Site C005 Ophir Road Sir, AWS/.Cingular is performing and upgrade to the site referenced above. The upgrade requires replacing existing antennas with new antennas. An RF study has been prepared. The new antenna, model number Allgon 7920.00 do not emit any more RF energy than the old antenna, model number Allen DB834R-F. The. attached RF. emission data supports this conclusion. Thank you very much for your consideration of.this matter R. Reed Wilson Growth Project Manager BSEE/MSEE Cingular Wireless (formerly AT&T Wireless) Qj& Recycled Paper Antenna System One Sector. S1-85 X Azimuth: 80 850 AOOon 1800 Dedbel AOm ARC I(eNreh Antenna System Two onls rater-DmAnLmdSvetQM-T Antenna Mmulectum Meets FCC Uncontrolled Limits for ALL Antenna Systema. .O "'.....100% CmlroOed F—Y sent MH. Uncontrolled MPE Result 10000 •. • • %of Cmtrto 10000 — 7282 02 1D00 Mechmkal do-da0 of '100 %ol UrmntroDed FCC L0N1 0 dB """'100%of r"soboE Lunt '100%of Urrcmba0etl MPE An --Colo 00 %ol UneC LIMI 11 ' frool, FT[''00% - - 5 % of Ui,00,,LONt —pcm CBSe fl 0 2 - 5 %of U.5ed FCC LhNt �perri (.655 fl) I 150 - Wada - 5%ol Urmm'o dMPE —20 crn (0.956 fl) 1000 feet �Predkla0 Pow 1000 feel —Predkted Pow Dmai —' 1000 feet 101.55 Wos9 Predkto0 Power Dmdry 0.1 -� 0.01 0.1 1 10 100 two 10000 Horizontal Distance from Antenna, it 'E too E 100 a 100 0 0 S 10 - - O O R QL 1 I i 0.1 a.t 0.01 A0.1 el 0.01 1 10 100 100) 10000 1 to too 1000 10000 1 to tae 10)0 l0000 0.1 0.1 0.01 0.1 Horizontal Distance from Antenna, R Horizord l Distance from Antenna, A Horizontal Distance From Antenna, it Antenna System One Sector. S1-85 X Azimuth: 80 850 AOOon 1800 Dedbel AOm ARC I(eNreh Antenna System Two AM System TWO Owner. AWS-Cingulw/GSM19M Socri C005 A Azimuth 80 Antenna System Three onls Va . Antenna Mmulectum Meets FCC Uncontrolled Limits for ALL Antenna Systema. Ali F—Y sent MH. 1800 Hod=W Beeawkih dopto. 100 An—Model No. — 7282 02 1D00 Mechmkal do-da0 s 0 Mi.. Aamivation dB 0 An --Colo dad 11 Helphlof frool, 1.3 6 of Ch -nets 0 2 Mas ERP/Ch Wets 150 Max P-1Ch Into Ant Wada 5.072 as Hei(n (Grob of RMstor feet 110 Cafwlatkn Por (atwve 1NrM roof wrtace feel a Ds .AiIi , feet 101.55 Wos9 YMI 0.1 AM System TWO Owner. AWS-Cingulw/GSM19M Socri C005 A Azimuth 80 Antenna System Three Ant System THREE Owner. AWS-CbvLd r/GSM850 Sector: C005 X Azimuth 80 Number of Antenna Systeme: 3 e.is vase Antenna Mmuf.Wrs Meets FCC Uncontrolled Limits for ALL Antenna Systema. (100%mreahm) Fr me BoM MHz 85D Nadlmtal8eenaidM No FurtherRF Exposure Analysis Required, all antennas meet too son AnMadel No. — SC1D013 Mach-doid down RI 0 Mi- At bei, dB 0 Anlmne Gas dlid 13 M' tofa re feet 7.2 Dor Channels 0 1 2 Mex ERPIGh W— 150 Anes PwrlCh Into Ant wells 7.519 BS Hey Cmsr alRMiemr /set 110 Celculatlon Pah (shove event and wrteee feet B DstencetoMt� feet 100.1 WO57 YM? 0.1 Ant System THREE Owner. AWS-CbvLd r/GSM850 Sector: C005 X Azimuth 80 Number of Antenna Systeme: 3 HodL Dkt feet Meets FCC Controlled Limbs for ALL Antennas Systema (500% threshold) Meets FCC Uncontrolled Limits for ALL Antenna Systema. (100%mreahm) Meats 5% of the FCC Uncontrolled Limbs beyond (5%& -hold) 1000 Uncontrolled MPEieve7 No FurtherRF Exposure Analysis Required, all antennas meet Pew Corel, .W/em7 of emit HodL Dkt feet Md I,Po—Dmsi .armon0.20 0.03 1100.00 3,288.67 firma lows Olen toe MPE srel is elided mvkanm.nt - - 5% d Uncantrdbd FCC Urn Poem ERP a 1.200.00 Wetly Site ID: C005 - Cunard Antenna Configuration Performed By: C. George Site Name: Oph'a Rd Site Location: Orov81e, CA Date: 11/2312004r- Antenna /232004r- Site ID: C005 - Current Antenna Configuration Performed By: C. George Site Name: Ophir Rd Site Location: Orov8le, CA Date: 11232004 Page 2 { AWS Version: MPFHQ608 Antenna System Three Iowa """' 100%of Coaoeed LWt '100 %o/UnemtraOetl FCC Lm II - - 5% d Uncantrdbd FCC Urn X20 crn (so) 1000 —Pr -d', Paver _D ... E too — - - - to O 1 o. 0.1 0.01 0.1 1 10 100 two 10000 Horizontal Distance from Antenna, it Site ID: C005 - Current Antenna Configuration Performed By: C. George Site Name: Ophir Rd Site Location: Orov8le, CA Date: 11232004 Page 2 { AWS Version: MPFHQ608 Antenna System One uMW nniSvstam-O»B Antenna M-Vre — Meets FCC Uncontrolled Limits for ALL Antenna System. 000%mroaM6d) Fr enc Bald OnniflYetSm,.Two, aw HedmnedB Uncontrolled MPE Result A.-- Mo&I N. 10000 1000 Mecr-iul de— Bt ..•.•••100%dCmtroOed - - n �Predkted tnrN '100%dUrcoeollod FCCLhN 5 %of UrrmovOed FCC L.hdt 20 an (.see fl) Powe Dattel 1 1000 dS I,• — 00%cfCWft%dLhdl •100% or Unoont6lod FCC Lhdt - - 5 %d Uneo 13W FCC LOdt � —20 art (.858 n) �P=p' ower Dwdy 10000 1000 i - —_---- 13 - fed „ ....... 112 '"••"100%or Cantrded Lhdt '100% d U—ooOed - 0 %d Urtconn0ed MPE —20 cm(0.858n �Pradbmd Powe Dendty MPE 1 5c Mex PWICh hen Ant Want 2.508 BS H60 (C—of Redleb fed 110 -� feet E loo Dlcmnoelo An_ - feet tso.e WOS? E loo - w t00 3 10 3 10 - - - - -. f b 10 . O O s ; ; 7 0.1 0.1 0.1 0.01 0.01 0.110 100 Iwo 10000 0.1 1 10 100 Iwo 10000 0.01 Horizontal Distance from Antenna, It Horizontal D'atarlce from Antenna, It 0.1 1 to Horizontal Distance 100 1000 10000 Fmm Antenna, ft Antenna System One Ant System ONE Owner. AWS-C6MulwrrDMA Sector: Sl -85 Y Azimuth: 320 850Moon 00 18DadbW AOat ARC K.* -h Antenna System Two uMW Ve . Antenna M-Vre — Meets FCC Uncontrolled Limits for ALL Antenna System. 000%mroaM6d) Fr enc Bald MHz aw HedmnedB 100 A.-- Mo&I N. SC10013 Mecr-iul de— Bt 0 Mno. Acon- on dS 0 Antenna Geln ®d 13 H ' Id fed 7.2 Od Ch—,ft 112 Mm ERP/Ch 1".. 5c Mex PWICh hen Ant Want 2.508 BS H60 (C—of Redleb fed 110 Cekubson Pain (emus event red endow feet 8 Dlcmnoelo An_ - feet tso.e WOS? YM? Ant System ONE Owner. AWS-C6MulwrrDMA Sector: Sl -85 Y Azimuth: 320 850Moon 00 18DadbW AOat ARC K.* -h Antenna System Two Ant System TWO Owner. AWS-Cingular/GSM1000 Sector. C005 B Azimuth 320 Antenna System Three (oloom—nd Ant System THREE Owner. AWS•Cugular/GSM850 Sector C005 Y Azimuth 320 Number of Antenna Systeme: 3 onlm vents Antenna Monufae - Meets FCC Uncontrolled Limits for ALL Antenna System. 000%mroaM6d) F- F arc Bend MH. 1900 HodoenW B 100 Antenna Mond No. 7262 02 lace M.h-1u1dawn NI 0 Mix. Afton -ben dB 0 A.Ivn-Ceh dad to Height of feel 4.3 sof CnamdeM Mee ERPICh Mex Pxe/Ch MW AnL BS Held) (C_, of Re W Cebutason Poh (emve owed rod wdxo DlsWcem Anl�„ WOS? Ant System TWO Owner. AWS-Cingular/GSM1000 Sector. C005 B Azimuth 320 Antenna System Three (oloom—nd Ant System THREE Owner. AWS•Cugular/GSM850 Sector C005 Y Azimuth 320 Number of Antenna Systeme: 3 Mesta FCC Controlled Limits for ALL Antennas Systems (soo%o-cnoid) Meets FCC Uncontrolled Limits for ALL Antenna System. 000%mroaM6d) Meats 5% of the FCC Uncontrolled Limits beyond (5%mmdlde) No Further RF Exposure Analysis Required, all antennas meet uncontrolled MPE love, Paver D -on, @lHoriz Dix W/em1 of "I feel Mexhwa Pewa D—Ily• 0.20 1 0.03 1100.00 3,199.87 Wnea Iowa Oten Ne MPE WNI for urtoonnW enxb--t m Poser ERP • 1200.00 won Site ID: COOS - Current Antenna Configuration Performed By: C. George Site No—: Ophir Rd Site Locatim: Orovtle, CA Date: 11232004 Site tD: C005 - Current Antenna Configuration She Name: Ophir Rd Site Locatim: Omville, CA Performed By: C. George Onto: 11232004 Page 2 AWS Version: MPE(Q508 10000 low uNb u1e.Svafom.0 •••••••100%dCantrosed LbNl •100%d _:"o`ed FCC rft 5%dUncontr. FCC CL X 20 cm (,850 n �Pradtebd Power Danei 10000 1000 """,100% d Conhoded Lhrdl '100%dUrmlboOed FCC LW1d1 N nnn.S»femSWD 100(10 � 1000 --- Uncontrolled MPE Result .,,,,,, 100%dCanboOed LlMt � '1 Oo%of —soled MPE S %0l Unrm0o0ed MPE —20 ,moll Po 56 fl) �Predkbd Pow, Denti '••••••y00%dConhaOed LLNt •100%dUnconiraOed FCC Lbrdl - - 3%dU—.01led FCC LNd1 —"' o", 4e fl) �Predicbd Power Dend ....... SC10013 Medunkd down th 0 M4c. Asanuason 40 — Antenna Geln d8d 13 H ' Id feat 7.2 E too 3 0 a Max ERPICh Waft E too 3 Max Pvn/Ch bb All. Wass 2.506 BS Hdd1 (Cenw elltedbbr w too 110 Caladatbn Pdn lobave oouM �aof wrte<e feet 6 Diabnceb Anb�, real 100.4 W O57 YIN? 1 a . . 0.1 .1 0.01 0.1 1 10 loo 1000 10000 Horizontal Distance from Antenna, it 10 10 b 0 . O $ ab 1 = a 1 7 aE 1 0.1 0.1 oe 0.01 Jftj� 0.01 0.1 1 10 100 1000 10000 0.1 1 10 100 loo0 l0000 0.01 Horizontal Distance from Antenna, R Horizontal Distance from Antenna, it 0.1 1 to100 Horizontal Distance 1000 10000 From Antenna, it Antenna System One AM System ONE Owner. AWS-Cingular/rDMA Sector. S1-85 Z Azimuth: 200 850 Algon 1900 DeebW Al ARC KM -h Antenna System Two uNb Veale Anlenru Mendecbr, """,100% d Conhoded Lhrdl '100%dUrmlboOed FCC LW1d1 AP e M MH 650 Hodrenw B.—MM 100 An4nne Model No. SC10013 Medunkd down th 0 M4c. Asanuason 40 0 Antenna Geln d8d 13 H ' Id feat 7.2 od Channels 0 a Max ERPICh Waft 50 Max Pvn/Ch bb All. Wass 2.506 BS Hdd1 (Cenw elltedbbr feet 110 Caladatbn Pdn lobave oouM �aof wrte<e feet 6 Diabnceb Anb�, real 100.4 W O57 YIN? 1 a AM System ONE Owner. AWS-Cingular/rDMA Sector. S1-85 Z Azimuth: 200 850 Algon 1900 DeebW Al ARC KM -h Antenna System Two And System TWO Owner. AWS•Cftulw/GSM1000 Sector. C005 C Azimuth 200 Antenna System Three Ant System THREE Owner. AWS-Cirgular/GSMB50 Sector. COOS Z Azimuth 200 Number of Antenna Systema: 3 Mesta FCC Controlled Limits for ALL Antennas Systema (500%Nrash6d) Meets FCC Uncontrolled Limits for ALL Antenna Systema. (100%Nreandd) Meets 5% of the FCC Uncontrolled Limits beyond (5%mremdd)` No Further RF Exposure Analysis Required, all antennas meet uncontrolled MPE leve rIPD-My �H,Iz 01st WfdWNI /eel Ma>dria,Power Dene • (lis 0.03 1100.00 3,789.27 Wron bwar Non Ne MPE WO to, -11,d d envhOnma t Power ERP a 1,050.00 Wetly She ID: CODS - Current Antenna Confipuration Performed By: C. George She Name: Ophb Rd Site Location: Oroville, CA Data: 11123/2004 urdb Vele Monne Mandaebr, """,100% d Conhoded Lhrdl '100%dUrmlboOed FCC LW1d1 AP Fr ens Bard MN 1000 Ham—tel B 100 Antenna Madd No. 72a2 02 IM Madan ldown th 0 ". AOanueaon dBs 0 Monne Gsh dBd 14 H' td feet 4.3 ad ch—el. 0 2 Mu ERPICh Weft 150 Mss PwdCh Nb Ant Weft 5.972 BS Hely( IConbr of Redlebr feet 110 Cekuletbn Pah rod -If— reel a D18tenoe b Anlwe.e leer 101.85 WOS7 YM7 1 a And System TWO Owner. AWS•Cftulw/GSM1000 Sector. C005 C Azimuth 200 Antenna System Three Ant System THREE Owner. AWS-Cirgular/GSMB50 Sector. COOS Z Azimuth 200 Number of Antenna Systema: 3 Mesta FCC Controlled Limits for ALL Antennas Systema (500%Nrash6d) Meets FCC Uncontrolled Limits for ALL Antenna Systema. (100%Nreandd) Meets 5% of the FCC Uncontrolled Limits beyond (5%mremdd)` No Further RF Exposure Analysis Required, all antennas meet uncontrolled MPE leve rIPD-My �H,Iz 01st WfdWNI /eel Ma>dria,Power Dene • (lis 0.03 1100.00 3,789.27 Wron bwar Non Ne MPE WO to, -11,d d envhOnma t Power ERP a 1,050.00 Wetly She ID: CODS - Current Antenna Confipuration Performed By: C. George She Name: Ophb Rd Site Location: Oroville, CA Data: 11123/2004 Site ID: COOS - Current Antenna Configuration � Performed By: C. George Site Name: Ophb Rd Site Location: OrovBIB, CA Date: 11232006 Page 2 AWS Version: MPEHQ608 Anterms System Three 10000 """,100% d Conhoded Lhrdl '100%dUrmlboOed FCC LW1d1 5 % d UmantraOed FCC U WI —20 _ (.ass fl) —Predkbd Pow, Den 1000 1 10 O 1 a 0.1 .1 0.01 0.1 1 10 loo 1000 10000 Horizontal Distance from Antenna, it Site ID: COOS - Current Antenna Configuration � Performed By: C. George Site Name: Ophb Rd Site Location: OrovBIB, CA Date: 11232006 Page 2 AWS Version: MPEHQ608 Antenna System One Ant System ONE Owner: AWS-Cmaular/fUMA Sector. Sl -85 X Azimuth: 80 850 Moen 1000 DeWsl Aden ARC KeNrdn Antenna System Two Ant System TWO Owner. AWS-Cinpulw/GSM1000 Sector. C005 A Azimuth 80 Antenna System Three IN— owrd Ant System THREE Dealer.. AWS-Ctrgular/GSM850 Sector: C005 X Azimuth 80 Number of Antenna Systeme: 3 Antenna System Three .Sxetam-Qne (500%fteahom) Meets FCC Uncontrolled Limits for ALL Antenna Systema. C-5vat.. Jwv `•.'`••`.100%ol CaniraOed LlMt Meets 5% of the FCC Uncontrolled Limits beyond (5%fteWleM) Uncontrolled MPE Result u 10000 .......100%of CmeoOed LNW 10000 10000. `100 %of Unca—L FCC LOW - 5 %of UrxmOWed FCC L6rdt _____.._-.......__.._ "`100%0l Coniro0ad L4dt � •100% of UrlmnbWed MPE `100% of Urftbed FCC UM 5 % or UnconeWed FCC. o X20—(ASefl) I I 1 —20 an 1.858 fl) E a - - g % W UrwantrWad MPE —PreNcted Pow 13-1tj �Predkbd Pow Dendry '. —206eIU 8fl) —PredtW Pe— Dendly 1000 1000 1000 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, ft --j j E 100 E IN w IN a a z 0 0 10 . Sr O xx 7 i 0.1 0.1 0.1 0.01 0.01 1 m 100 1000 10000 1 10 100 1000 100000.01 - 1 10 Ino f000 10000 0.1 0.1 a.f Horizontal Distance from Antenna, ft Horizontal Distance from Antenna, it Horizontal Distance From Antenna, it Antenna System One Ant System ONE Owner: AWS-Cmaular/fUMA Sector. Sl -85 X Azimuth: 80 850 Moen 1000 DeWsl Aden ARC KeNrdn Antenna System Two Ant System TWO Owner. AWS-Cinpulw/GSM1000 Sector. C005 A Azimuth 80 Antenna System Three IN— owrd Ant System THREE Dealer.. AWS-Ctrgular/GSM850 Sector: C005 X Azimuth 80 Number of Antenna Systeme: 3 Antenna System Three Meets FCC Controlled Limits for ALL Antennas Systems (500%fteahom) Meets FCC Uncontrolled Limits for ALL Antenna Systema. (100%mremold) Meets 5% of the FCC Uncontrolled Limits beyond (5%fteWleM) No Further RF Exposure Analysis Required, all antennas most uncontrolled MPE love , Pow Dentin IBlHMz Dlet W/ant of 0mil feet Me . Pow D.W v 1.13 0.30 00.00 338.32 d— i— Mw the MPE WWIfp unomlre0ed enveen t dte Power ERP 1200.00 W." She ID: C005 - Pmposed Antenna Configuration Performed By: C. George Site Name: Ophir Rd r - Site Location: Orovllle, CA Date: 11232004 Site ID: C005 - Proposed Antenna Configuration Performed By: C. George Site Name: Ophir Rd Site Location: Oroville, CA Date: 11232004 Page 2 AWS Version: MPEHQ608 Antenna System Three 10000 Lml -Io0WFCCLNW _. .., ,,,,"•100;U-: - 5 % FCC LWI 20 low PradWly u 100 i 10 o I I 1 a 0.1 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, ft Site ID: C005 - Proposed Antenna Configuration Performed By: C. George Site Name: Ophir Rd Site Location: Oroville, CA Date: 11232004 Page 2 AWS Version: MPEHQ608 Antenna System One untb tenro.avatevl-ane Antenna MsrW— er Bets FCC Uncontrolled Limits for ALL Antenna Systema. anno-Byzion-Two F — Bend MM. Uncontrolled MPE Result 10000 .......100%ACmtroaw Lbdl 10000 10000......--- SC10013 McNankel down dt ...""'100%or Ceeb.OM LMit •100%of Un Golfed FCC LMH 5%dUncanbdbtl FCC LbNt I dB .--_.__ ....-_. """'100%dCeetraOM lLrd '100%dUnceetroOed MPE 13 '100%dUncantroOetl FCC LMiI - - 5%dUnconboOed FCC laNI feat 7.2 Dat ChenrWa d —20 cm(.am fl) Mev ERP/Ch Want 50 _pern (.950 fl) W eas 2.509 BS 1411ohl (Ceebr d Redietor) fed I10 5%of Un—bused MPE feel - �Pr.ftW Powm Deed _ fed too.. ,057I �Prad'ctMP owerDeedy 11 20 cnt (0.8Sa fl) _Predkbd Prover D.ndry 1000 1000 1000. _ .......... 100 E 00 W 100 - 3 n .. 3 J r ! . .. . . . 8 0 0 b 10 w . . ' 0.1 0.01 0.01 0.1 1 10 100 1000 10000 0.1 1 10 100 1000 10000 0.01 Hor¢orrtal D'Istance from Antenna, fl Hofvontal Distance from Antenna, fl O.t 1 10 Horizontal Distance m it 10000 Fmm Antenna, ft Antenna System One Ant System ONE Owner: AWS-CinguleATDMA Sector. SI -85 Y Azimuth: 320 850 AOeon 1800 D AOmr ARC Kaaveto 00 Antenna System Two untb Vdue Antenna MsrW— er Bets FCC Uncontrolled Limits for ALL Antenna Systema. A F — Bend MM. aw HodmnW Beamwbb too pnbnru Motltl No. SC10013 McNankel down dt J MIs. Aaenueaon dB 0 "--Gein dad 13 H td feat 7.2 Dat ChenrWa d 12 Mev ERP/Ch Want 50 Max Pw iCh Into Ant W eas 2.509 BS 1411ohl (Ceebr d Redietor) fed I10 C.I ubtinn Poto (some a -M o rmlOud.ce feel 0 DL^bneetoAn�„ fed too.. ,057I YM? 11 Ant System ONE Owner: AWS-CinguleATDMA Sector. SI -85 Y Azimuth: 320 850 AOeon 1800 D AOmr ARC Kaaveto 00 Antenna System Two Ant System TWO Owner. AWS-CingularlGSM19W Sector: 0005 B Azimuth 320 Antenna System Three (.hove —M AM System THREE Owner. AWS•Ckvular/GSM850 Sector. C0o5 B Azimuth 320 Number of Antenna Systema: 3 unite VOW. Antenna Mems(—,. Bets FCC Uncontrolled Limits for ALL Antenna Systema. A F- Bent MHO 1800 H.d=W aoemMdN 100 Antenna Medd No. 70M 00 1000 M.ch—" down BIa 2 MIs. Aaeeuabon dB 0 Anbnnn Gdn dad 15.5 H,ightotaportuiv feat 4.3 dof Chenneb a 2 Mac ERPICh Waaa I Me PwiCh into Ant Waae 0.228 BS Hdd1 (Center of Radiate, feet 110 Cakutatbn P.N Iabove around rod wif— feet 8 Dleb .Ank,_ feel 101.05 WOS7 YM? 11 Ant System TWO Owner. AWS-CingularlGSM19W Sector: 0005 B Azimuth 320 Antenna System Three (.hove —M AM System THREE Owner. AWS•Ckvular/GSM850 Sector. C0o5 B Azimuth 320 Number of Antenna Systema: 3 Meets FCC Controlled Limits for ALL Antennas Systema (500%NreoheM) Bets FCC Uncontrolled Limits for ALL Antenna Systema. (100%NredtoM) Meets 5% of the FCC Uncontrolled Limits beyond (5%mredtdd) No Further RF Exposure Analysis Required, all antennas meet uncontrolled MPE leve Poem Denelh dlHo Dut W/antdWnll feel Madmum Powm Deed a 1.73 0.30 110.00 33B.32 Omen beer Nan Ne MPE Moll for unoonbeMd envbonmmrt b Power ERP a 1200.00 Weffi Site ID: C005 - Proposed Antenna Configuration Performed By: C. George Site Nam: Ophir Rd Site Location: Orov91e, CA Date: 11232000 Site ID: C005 - Proposed Antenna Confguratbn Performed By: C. George Site Nam: Ophlr Rd Site Location: Orovills, CA Date: 11232004 Pape 2 AWS Version: MPEHQ608 Antenna System One OlaBratem-Om verve Antenne M -V -.,m fearliSvet AIMen R— Bond Uncontrolled MPE Result 100%of Confro0ed L'mW •100 %d Uncmha0ed FGC Lunn - 5%lel Ur:mnboOad FCC Lv,tll �2o mn1.656 ft) �Predictsd Powm Denvily : i Is= 1000 • • • •100%af CmnvOed 11rNt '100 % of Unmttra0ed FCC LbNt 5%dVncm0a0ed FCC LhY1 �prm Csse R) �Predictsd Pow Denui 10000 1000 SC10013 10000 1000 d a 0 Mlw. Attsnuetivn da 0 - - dBd 10096 d ContreOed 11Mt '100% of UnconooOed MPE 5%of UncontroOed MPE —20 rzn (0.658 fl) �PredicteE Powm Dents H tof feet 7.2 pal Chonnelo 9 9 Max ERPICh — _ i SO Moa PwdCh Into Ant. Were 2.506 BS Herdt (Cents, of Radbbr feel �E too Cel Motion Pdn (above —M '00wd— feet 6 DetanzetoAn6_ E too 100.1 WOW YM? 11 tua too . . . a w a o i g 0 . p p 0.1 0.1 0.1 1 0.01 0.01 0.1 1 10 10o 1000 10000 0.1 1 10 too 1000 tsaw 0.01 Horizontal Distance from Antenna, it Horizontal Distance from Antenna, it 0.1 1 1a Horizontal Distance loo 1000 10000 From Antenna, it Antenna System One AM System ONE Orme,. AWS-Cingular/rDMA Sector. Sl -85 Z Azimuth: 200 050 AOpon 160o Detlbel AOm ARC KeNreh Antenna System Two units verve Antenne M -V -.,m Meets FCC Uncontrolled Limits for ALL Antenna Systems. AIMen R— Bond MHz 650 Hadzontal9eanrwMM deole. 100 Antenna Medel No. SC10013 Meehankal down Oil d a 0 Mlw. Attsnuetivn da 0 Antenna Gain dBd 13 H tof feet 7.2 pal Chonnelo 9 9 Max ERPICh Wane SO Moa PwdCh Into Ant. Were 2.506 BS Herdt (Cents, of Radbbr feel 110 Cel Motion Pdn (above —M '00wd— feet 6 DetanzetoAn6_ feel 100.1 WOW YM? 11 AM System ONE Orme,. AWS-Cingular/rDMA Sector. Sl -85 Z Azimuth: 200 050 AOpon 160o Detlbel AOm ARC KeNreh Antenna System Two Ant System TWO Owrler. AWS-Cinpular/GSM1000 Sector. COD5 C Azimuth 200 Antenna System Three Ivb— Irwnd AM System THREE Dittmar. AWS-Cirgular/GSMB50 Sector: C005 Z Azimuth 200 Number of Antenna Systems: 3 volts vatoe Antenna Man lecWrm Meets FCC Uncontrolled Limits for ALL Antenna Systems. AIMen I--, Bend MHz 1910 Hod—tol 13""'d 100 Antenna Madel No. 7P20 tri 1000 Mecllenlral down WIv 2 Miac. Atbnue0on dS 0 Antenna Geh dad 15.5 H hlal feet 4.3 Oof Chvnnely 6 2 Mer ERP/Ch Went ISO M-PwICh Into Ant. Wefts 4.228 BB Herdt (Ganem of Radtsto, bel 110 Cok tiiw POW (asote —.d rml sudece feet 6 DlsbncetoAni,_ feet 101.05 WOS? YM? 11 Ant System TWO Owrler. AWS-Cinpular/GSM1000 Sector. COD5 C Azimuth 200 Antenna System Three Ivb— Irwnd AM System THREE Dittmar. AWS-Cirgular/GSMB50 Sector: C005 Z Azimuth 200 Number of Antenna Systems: 3 Meets FCC Controlled Limits for ALL Antennas Systems (500% Nrealtald) Meets FCC Uncontrolled Limits for ALL Antenna Systems. (100%N,eeheld) Meets 5% of the FCC Uncontrolled Limits beyond (5%Nrevnato) No Further RF Exposure Analysis Required, all antennas most uncontrolled MPE love Pow DenviW 11Horiz. Deet ,W 1-1 WKnit feet Ma . Pow Dend a 1.72 0.29 140.00 339.08 thies low Nen Ne MPE Ihrt 1—tolled en,hinnenl its Pow ERP a 1.OSo.00 We. She ID: C005 - Pmposed Antenna Configuration Performed By: C. George She Name: Ophir Rd She Location: Oroville, CA Date: 11232004 Site ID: C005 - Proposed Antenna Configuration Performed By: C. George She Name: Oph'v Rd She Location: Oroville, CA Date: 11232004 Page 2 AWS Version: MPEHQW8 a USE PERMIT BUTTE COUNTY PLANNING COMMISSION ( 3 0 DATE: (Certified Mail Rec.) UP 02-01 PERMIT NO. 036-500-071 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions 'set forth below, AT&T Wireless - Services is hereby granted.'a Use Permit in accordance with theapplication filed to replace two existing omni -directional antennas mounted on the top.of the 130 -foot tall monopole with twelve 5 -square foot panel antennas centered at the 110 -foot level. 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. 24-45.65. 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; or their respective designee, upon receipt of a substantiated written request. by the applicant. 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 BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE I ■ Conditions of Approval: Planning Division L The existing omni -directional antennas shall be removed within one (1) month of activation of the new panel antennas. 2. 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 date- . . stamped July 3, 2001, and is incorporated herein by this reference. 3. The new antennas and mounting hardware shall be painted the same color as the existing monopole.. 4. The installation of any Facility shall comply with all codes. applicable building and electrical 5. No advertising or, display is permitted on any Facility. 6. 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. 7. There shall be no outdoor vehicle or equipment storage except for -emergency purposes. 8. All Facilities must 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 Facilities. If such standards and regulations are.changed,'the property owner or responsible party shall bring such Facilities 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. 9. 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. 10. 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 FCC OET 65: - If , the Facility's emissions are determined to exceed FCC standards, thea applicant is PP .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 ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 2 ■ sufficient. to commence a permit revocation hearing which. may l revocation. ead to permit 11. 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: 12. Traffic resulting from the. installation, operation, and maintenance. of .Wireless Communications Facilities,. must be kept to a minimum, 13: Facilities shall be secured at all times to'- revent access'by the public. Fire Department 14. If any building or structure is placedon the ground the following conditions shall apply: a:. Building identification and/or addresses shall be " installed in - conformance with Public Resources Code 4290 and : shall .be posted at the beginning 'of building construction and maintained continuously thereafter. The address sign may be placed on the fence next to the access gate. b.. Provide an all weather access to all structures. The access shall have a minimum _ 10 -foot. width and 15 -foot vertical clearance, and be able to accommodate a 40,000 pound fire apparatus. Building Division 15. Building permits required. Provide calculations from a licensed design professional verifying that the tower structure can support revised loading. Other Conditions . 16. Applicant must also comply with all other applicable State and local statutes, ordinances and regulations. I hereby declare under penalty of perjury that I have read the foregoing conditions, that . they are i.n fact the conditions which were imposed upon the granting of this use permit, and that I agree to abide fully by said conditions. C Dated:. _ /O�� / �y . Applicant ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 3 ■ ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE'4 ■ 7920.00 DXC-800/1900-70-14.5i/17.5i-A-D 824 to 896MHz 1850 to 1990MHz Gain 12.5dBd ( 14.5dBi ) Polarization slant +/45° VSWR, 500, <1.4:1 Horizontal 3dB beamwidth 70° Vertical 3dB beamwidth 150 Adjustable electrical downtilt 4° -14° 40 degree cone Front -to -back ratio (total power) > 24dB Suppression of first upper side lobe > 17dB Isolation between inputs >30 dB Power handling, total 40OW Power handling, per input 20OW Two tone intermodulation 3rd order( 1900MHz ) <-107dBm, 2x20W 15.5dBd ( 17.5dBi ) slant +/-450 <1.4:1 70° 6.5° 00-80 > 27dB > 17dB >30 dB 40OW 20OW <-107dBm, 2x20W Connector 4 x 7/16 DIN female, connectors on bottom Height 51.18" ( 1302mm ) Width 15.98" ( 406mm ) Depth 3.54" ( 90mm ) Weight 36.3lbs ( 16.5kg ) Weight including tilt bracket and clamps 44.1 lbs (20.1 kg) Survival wind speed 156mph ( 70m/s ) Maximum wind area 5.7sq.ft ( 0.5sq.m ) Frontal wind load @100mph (C=1) 571bf ( 254N ) Pole outside diameter needed to mount to 2"-5" (50-130 mm) Tilt range of tilt brackets -10 - +17° Panning range 0° -25° All feed network components DC grounded for Lightning Protection Mounting and tilt brackets are co -packed and premounted Typical 800 MHz 7920.00 Patterns www.igpaligon.com Typical 1900 MHz 7920.00 Patterns LGP ALLGO.N 0 0 0 M.Dc ARCHITECTS4630 K 280TH ST SW ENGINEERS LVNNWOOD, WA 9— 011131 I PH: (425670.8851 ❑ (425) 7148 ❑ a 6 I PC KCCARFAX:C( RECTS.CO2-08M VIEW LOOKING TOWARD SITE C00 VIEW 1 OPHIR ROAD EXISTING PROPOSED sf� November 1, 2001 .-.:� utte Count L A N D O F N A T U R A L W E A L T H A N D B E A U T Y DIRECTOR'S OFFICE DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530)538-7785 www.buttecounty.net AT&T Wireless Services 7112 N. Fresno Street, No. 460 Fresno, CA 93720 RE: Use Permit, File No. UP 02-01 Ladies & Gentlemen: The total cost for the processing of the above -referenced application is $493.25. Please sign, date, and return the enclosed claim form to this office. Once we receive the claim form, we will then process your refund in the amount of $206.75. Deposit on 7-3-01, Receipt No. 19645 $700.00 Professional Planner $250.75 Mapping $ 73.75 Clerical $168.75 Total $493.25 Refund Due $206.75 Should you have any questions, please contact this office Monday through Friday, between 8:00 a.m. and 4:00 p.m. Sincerely, Jill Broderson Supervisor, Clerical Support Services :jb Enclosure Last bill Last charge 11/02/01 Last payment / / Amount Date/Slip# Description 06/23/01 Lynn R. / C #36261 Clerical 07/07/01 Larry P. / P #36442 Processing 08/06/01 Steve B. / P #36729 Processing 08/20/01 Lynn R. / C #37169 Clerical 09/03/01 Lynn R. / C #36916 Clerical 09/29/01 Lynn R. / C 437468 Clerical 10/22/01 Lynn R. / C #37819 Clerical $0.00 Page 16 HOURS/RATE AMOUNT TOTAL 1.00 45.00 45.00 1.25 Date 11/01/01 ,59.00 Development Services DepartmOt Time 11:49 am 59.00 Applicant Billing Worksheet UP 02-01 * AT&T Wireless 0.50 22.50 7112 N. Fresno Street, No.460 0.50 Fresno, CA 93720 45.00 In reference to UP 02-01 33.75 45.00 Rounding None Full Precision :.No Last bill Last charge 11/02/01 Last payment / / Amount Date/Slip# Description 06/23/01 Lynn R. / C #36261 Clerical 07/07/01 Larry P. / P #36442 Processing 08/06/01 Steve B. / P #36729 Processing 08/20/01 Lynn R. / C #37169 Clerical 09/03/01 Lynn R. / C #36916 Clerical 09/29/01 Lynn R. / C 437468 Clerical 10/22/01 Lynn R. / C #37819 Clerical $0.00 Page 16 HOURS/RATE AMOUNT TOTAL 1.00 45.00 45.00 1.25 73.75 ,59.00 - 4.25 250.75 59.00 1.00, 45.00 45.00 0.50 22.50 45.00 0.50 22.50 45.00 0.75 33.75 45.00 TOTAL BILLABLE TIME CHARGES 9.25 TOTAL BILLABLE COSTS TOTAL NEW CHARGES PAYMENTS/REFUNDS/CREDITS 07/03/01 Deposit - Receipt 419645 (700.00) $493.25 $0.00 $4.93.25 Date 11/01/01 loevelopment Services Departt Time.11:49 am Applicant Billing Worksheet .UP 02-01 * :AT&T Wireless (continued) TOTAL PAYMENTS/REFUNDS/CREDITS NEW BALANCE New Current period (206.75) Page 17 ($700.00) TOTAL NEW BALANCE ($206.75) , . NOTICE OF EXEMPTION 0, TO: _ Office of Planning and Research FROM: Butte County Planning Division 1400 Tenth Street, Room 121 7 County Center Drive Sacramento, CA 95814 Oroville, CA 95965 X County Clerk County of Butte 25 County Center Drive Oroville, CA 95965 �� 1 OCT 3 Project Title: UP 02-01, Use Permit Assessor's Parcel No.: 036-500-071 Applicant: AT&T Wireless Services, 7112 N. Fresno Street. #460, Fresno, CA 93720 Project Location -Specific: at the end of Bronson Court, at 83 Bronson Court, approximately 0.25 miles southeast of the intersection of SR 70 and Ophir Road, .Oroville. Project Location -City: Oroville Project Location -County: Butte Description of Nature, Purpose and Beneficiaries of Project: Use Permit to replace two omni directional antennas mounted at the top of an existing 130 foot tall monopole with twelve 4 square foot panel antennas centered at the 110 foot level Name of Person or Agency Approving Project: Butte County Planning Commission 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: 15061 (b) Reasons why project is exempt:The activity is covered by the general rule that CEQA applies only to projects which have the potential for causing a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA.. Contact Person: Stephen Betts If filed by applicant: Telephone: (530) 538-7601 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: SignatureIM. A. IYleleka Principal ,tanner j:linda\noe.nod\noe. gen ' OCLARATION OF FEES DUE y (Cahforma Fish and Game Code Section 711 ;1 NAME AND ADDRESS OF APPLICANT AT&T Wireless Services 7112 N. Fresno Street. #460 Fresno, CA 93720 FILING NO. Project Title/file number: CLASSIFICATION OF ENVIRONMENTAL DOCUMENT: 1. NOTICE OF EXEMPTION/STATEMENT OF EXEMPTION (X) A. Statutorily or Categorically Exempt $25.00 Clerk's Documentary Handling Fee () B. De Minimus Impact - Certificate of Fee Exemption $25.00 Clerk's Documentary Handling Fee 2. NOTICE OF DETERMINATION - FEE REQUIRED () A. Negative Declaration $1,250 State Filing Fee $25.00 Clerk's Documentary Handling Fee () B. Environmental Impact Report $850 State Filing Fee $25.00 Clerk's Documentary Handling Fee 3. ( ) OTHER (Specify) $25.00 Clerk's Documentary Handling Fee PAYMENT / NON-PAYMENT OF FEES: 1. (X) PAYMENT: The above fees have been paid. See attached receipt(s). 19941 2. () NON-PAYMENT: The above fees are required. Not paid. Chief Planning Official By: M. A. Meleka Title: Principal Planner Lead Agency: Butte County Department of Development Services Date: October 30, 2001 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. _ /0/001 197W ds- as'A -irT- wYt RECEIPT TOTAL PUBLICPUBLIC LAFCO PLANNING SALES ENV. HEALTH FIRE NOEMOD F/G FEE OTHER APPLICANT RECEIVED FROM DATE NO. RECEIVED WORKS RECEIPT 19941 OFFICIAL RECEIPT COUNTY OF BUTTE STATE OF CALIFORNIA OFFICE OF PLANNING ISSUED BY 1— • NOTICE OF EXEMPTION i TO: _ Office of Planning and Research FROM: Butte County Planning Division 1400 Tenth Street, Room 121 7 County Center Drive Sacramento, CA 95814 Oroville, CA 95965 X County Clerk County of Butte 25 County Center Drive VIOCTR Oroville, CA 95965 I pnni Project Title: UP 02-01, Use Permit Assessor's Parcel No.: 036-500-071 Applicant: AT&T Wireless Services, 7112 N. Fresno Street. #460, Fresno, CA 93720 Project Location -Specific: at the end of Bronson Court, at 83 Bronson Court, approximately 0.25 miles southeast of the intersection of SR 70 and Ophir Road, Oroville. Project Location -City: Oroville Project Location -County: Butte Description of Nature, Purpose and Beneficiaries of Project: Use Permit to replace two omni directional antennas mounted at the top of an existing 130 foot tall monopole with twelve 4 square foot panel antennas centered at the 110 foot level Name of Person or Agency Approving Project: Butte County Planning Commission 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: 15061 (b) Reasons why project is exempt:The activity is covered by the general rule that CEQA applies only to projects which have the potential for causing a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA.. Contact Person: Stephen Betts If filed by applicant: Telephone: (530) 538-7601 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: Signature M. A. Principal , lanner j:linda\noe.nod\noe. gen � 7 � CLARATION OF FEES DUE (California' orFish and Game Code Section 71r.2 NAME AND ADDRESS OF APPLICANT AT&T Wireless Services 7112 N. Fresno Street. #460 Fresno, CA 93720 FILING NO. Project Title/file number: CLASSIFICATION OF ENVIRONMENTAL DOCUMENT: 1. NOTICE OF EXEMPTION/STATEMENT OF EXEMPTION (X) A. Statutorily or Categorically Exempt $25.00 Clerk's Documentary Handling Fee () B. De Minimus Impact - Certificate of Fee Exemption $25.00 Clerk's Documentary Handling Fee 2. NOTICE OF DETERMINATION - FEE REQUIRED () A. Negative Declaration $1,250 State Filing Fee $25.00 Clerk's Documentary Handling Fee () B. Environmental Impact Report $850 State Filing Fee $25.00 Clerk's Documentary Handling Fee 3. ( ) OTHER (Specify) $25.00 Clerk's Documentary Handling Fee PAYMENT / NON-PAYMENT OF FEES: 1. (X) PAYMENT: The above fees have been paid. See attached receipt(s). 19941 2. ( ) • NON-PAYMENT: The above fees are required. Not paid. Chief Planning Official By: M. A. Meleka Title: Principal Planner Lead Agency: Butte County Department of Development Services Date: October 30, 2001 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. ( —ol►�lo� 197yj 49_� Ai rr wV�C" PUBLIC SALES ENV. HEALTH FIRE NOE/NOD F/G FEE OTHER APPLICANT RECEIVED FROM DATE RECEIPT NO. TOTAL RECEIVED PUBLIC WORKS LAFCO PLANNING OFFICIAL RECEIPT COUNTY OF BUTTE STATE OF CALIFORNIA OFFICE OF PLANNING RECEIPT 19941 ISSUED BY • November 1, 2001 L A N D O F N A T U R A L W E A L T H A N D B E A U T Y DIRECTOR'S OFFICE DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530)538-7785 www.buttecounty.net AT&T Wireless Services 7112 N. Fresno Street, No. 460 Fresno, CA 93720 RE: Use Permit, File No. UP 02-01 Ladies & Gentlemen: The total cost for the processing of the above -referenced application is $493.25. Please sign, date, and return the enclosed claim form to this office. Once we receive the claim form, we will then process your refund in the amount of $206.75. Deposit on 7-3-01, Receipt No. 19645 $700.00 Professional Planner $250.75 Mapping $ 73.75 Clerical $168.75 Total $493.25 Refund Due $206.75 Should you have any questions, please contact this office Monday through Friday, between 8:00 a.m. and 4:00 p.m. Sincerely, Jill Broderson Supervisor, Clerical Support Services :jb Enclosure October 30, 2001 AT&T Wireless Services 7112 N. Fresno Street. #460 Fresno, CA 93720 CERTIFIED MAIL Re: Use Permit UP 02-01, AP 036-500-071, Gentlemen: B E A U T Y v"r�„•,�\, v, v�\VVVr\IGI\1 JGf1Y I<rGJ 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530)538-7785 Enclosed is your validated Use Permit No. UP 02-01 to replace two omni directional antennas mounted at the top of an existing 130 foot tall monopole with twelve 4 square foot panel antennas centered at the 110 foot level located at at the end of Bronson Court, at 83 Bronson Court, approximately 0.25 miles southeast of the intersection of SR 70 and Ophir Road, Oroville.. Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, Lynn Richardson Planning/Administrative Support Service Assistant Enc. ,) cc: Land Development Division Building Division Environmental Health Department of Forestry Ir Er ca bP 01-23, 01-25, 02-01 -111 FU , J Postage $ _ �. G r-1 l r I � Certified Fee Postmark + tl Here r� • Return Receipt Fee (Endorsement Required) , O Restricted Delivery Fee 10/30/01 O (Endorsement Required) '1 M Totj'postage & Fees $ y F Print Clearly) (to be completed by mailer) M i�e�ess. ----------------- ----------------- ----------------------------- ------- s`rfet, yQt. "�I . r pWr 'W sno S t . , #460 ...................-. lL ------------------------------------ C3 -city sraie; ziP+d------ - '` Fresno, CA 93720 USE PERMIT BUTTE COUNTY PLANNING COMMISSION V) 2a DATE: (Certified Mail Rec.) UP 02-01 PERMIT NO. 036-500-071 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below, AT&T Wireless Services is hereby granted a Use Permit in accordance with the application filed to replace two existing omni -directional antennas mounted on the top of the 130 -foot tall monopole with twelve 5 -square foot panel antennas centered at the 110 -foot level. 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. 24-45.65. 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, or their respective designee, upon receipt of a substantiated written request by the applicant. 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 ■ PAGE 1 ■ Conditions of Approval: Planning Division 1. The existing omni -directional antennas shall be removed within one (1) month of activation of the new panel antennas. 2. 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 date- stamped July 3, 2001, and is incorporated herein by this reference. 3. The new antennas and mounting hardware shall be painted the same color as the existing monopole. 4. , The installation of any Facility shall comply with all applicable building and electrical codes. 5. No advertising or display is permitted on any Facility. 6. 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. 7. There shall be no outdoor vehicle or equipment storage except for emergency purposes. 8. All Facilities must 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 Facilities. If such standards and regulations are changed, the property owner or responsible party shall bring such Facilities 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. 9. 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. 10. 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 FCC OET 65. 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 ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 2 ■ sufficient grounds to commence a permit revocation hearing which may lead to permit revocation. 11. 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. 12. Traffic resulting from the installation, operation, and maintenance of. Wireless Communications Facilities, must be kept to a minimum. 13. Facilities shall be secured at all times to prevent access by the public. Fire Department 14. If any building or structure is placed on the ground the following conditions shall apply: a. Building identification and/or addresses shall be installed in conformance with Public Resources Code 4290 and shall be posted at the beginning of building construction and maintained continuously thereafter. The address sign may be placed on the fence next to the access gate. b. Provide an all weather access to all structures. The access shall have a minimum 10 -foot width and 15 -foot vertical clearance, and be able to accommodate a 40,000 pound fire apparatus. Building Division 15. Building permits required. Provide calculations from a licensed design professional verifying that the tower structure can support revised loading. Other Conditions 16. Applicant must also comply with all other applicable State and local statutes, ordinances and regulations. 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. Dated: Applicant ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 3 ■ .• NOTE: Issuance of this Use. Permit does not waive requirement of obtaining Building and Health Division permits before starting co st ction, nor does it waive any other requirements. Butte County Planning Commission Chairman CC: Land Development Division Building Division Environmental Health Department Butte County Fire DepartmendCDF Assessor's Office Public Works Department ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 4 ■ MEMORANDUM PLANNING DEPARTMENT TO: Butte County Assessor's Office FROM: Butte County Planning Department SUBJECT: AT&T Wireless Services, UP 02-01 DATE: October 30, 2001 Pursuant to Section 65863.5 of the Government Code, the following parcel identified as 036-500-071, was: Rezone from to zoning district. Granted a variance to X Issued a conditional Use Permit Use Permit to replace two omni directional antennas mounted at the top of an existing 130 foot tall monopole with twelve 4 square foot panel antennas centered at the 110 foot level, at the end of Bronson Court, at 83 Bronson Court, approximately 0.25 miles southeast of the intersection of SR 70 and Ophir Road, Oroville., zoned AR - 2.5 (Agricultural Residential - 2.5 acre parcels) BUTTE COUNTY September 27, 2001 AT&T Wireless Services 7112 N. Fresno Street. #460 Fresno, CA 93720 Re: Use Permit, AP 036-500-071, UP 02-01 Gentlemen: Eatte, Count L A N D O F N A T U R A L W E A L T H A N D B E A U T Y PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 At the regular meeting of the Butte County Planning Commission held September 27, 2001, your request for a Use Permit to replace two omni directional antennas mounted at the top of an existing 130 foot tall monopole with twelve 4 square foot panel antennas centered at the 110 foot level, was approved subject to the conditions listed on the enclosures. 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, to the Clerk of the Board of Supervisors, 25 County Center Drive, Oroville, California, prior to 5:00 P.M., Monday, October 8, 2001. The appeal fee of $50.00 must be paid at that time. If you do not appeal and if there are no other appeal within the 10 calendar -day appeal period, the action of the Planning Commission is final. A Notice of Exemption (NOE) should be filed for purpose of completing the California Environmental Quality Act Requirements. The fee for filing the NOE is a $25.00 document handling fee. A check made payable to the Butte County Treasurer in the amount of $25.00 should be submitted to the Planning Division in order to complete the process. 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. 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 Stephen Betts at this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, , Lynn Richardson Planning/Administrative Support Service Assistant Uforms\a pprovu p. frm Appy File #: BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT — SEPTEMBER 27, 2001 AT&T Wireless Services UP 02-01 approximately 0.25 miles southeast of the intersection of SR -70 and Ophir Road, Oroville Request: Use Permit to replace two omni -directional antennas Parcel Size: 0.25 acres mounted on -the top of a 130 - foot tall monopole with Zone date: April 14, 1998 twelve 5 -square foot panel antennas centered at the 110- Supervisor foot level. District: 1 G.P.: Agricultural Residential Project Stephen Betts, Planner: Senior Planner (538-7153) Zoning: AR -2.5 (Agricultural Residential, 2.5 -acre Attachments: minimum parcel size) A. Conditions of Approval B. General Plan/Zoning Map APN: 036-500-071 C. ' Vicinity Map D. Public Notice Map Location: At the end of Bronson Court, E. Site Plan at 83 Bronson Court, STAFF COMMENT: Staff recommends approval of the Use Permit with findings and conditions. PROJECT DESCRIPTION/SITE CHARACTERISTICS: This is an application for a Use Permit to replace two omni -directional antennas mounted on the top of a 130 -foot tall monopole with twelve 5 -square foot panel antennas centered at the 110 -foot level. No new ground structures are proposed nor will the existing lease area be increased in size. The proposed antennas will provide improved mobile telephone services to the public. The 0.25 -acre project parcel is developed with the 130 -foot tall monopole. The monopole was permitted with Use Permit 94-67 and supports two omni -directional antennas and two 6 -foot diameter microwave dishes. The monopole is painted white and is not lighted. The 0.25 -acre is not a separate legal parcel and is a part of APN 036-500-071, which is developed with a single family dwelling unit. The project site is zoned AR -2.5 (Agricultural Residential, 2.5 -acre minimum parcel size) and has a General Plan Land Use designation of Agricultural Residential. Surrounding parcels are ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 1 ■ r • • zoned AR -2.5 and range in size from 1.8 acres to 41 acres. Land uses on the surrounding parcels are single family dwellings at rural densities. The project site is not located within an Airport Compatibility Zone or within the City of Oroville's Sphere of Influence. ANALYSIS: No significant impacts are expected due to this project. The project would not result in an increase in air emissions, fugitive dust emissions, light, noise, or vehicle traffic. The proposed panel antennas would present a larger surface area that can be more readily seen then the existing omni -directional antennas, but this would not create any significant visual impacts. The project will not result in an increase in the height of the tower. The new antennas and mounting hardware are required to be painted white to match the existing tower. ACTIONS FOR CONSIDERATION: Staff recommends that the Planning Commission approve the project, subject to the following findings and conditions: I. The project is exempt from environmental review under Section 15061(b)(3) of the California Environmental Quality Act, which states that CEQA applies only to projects which have the potential for causing a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. H. Approve Use Permit 02-01 for AT&T Wireless Services, subject to the following findings and conditions found in Exhibit A: A. The proposed use of the property would not impair the integrity and character of the zone in which the land lies, and that the use would not be unreasonably incompatible with, or injurious to, surrounding property, or detrimental to the health, safety and general welfare of the persons residing or working in the neighborhood, or to the general health, welfare and safety of the County because: 1. The proposed antennas are replacing existing antennas. 2. The proposed antennas would not cause an aesthetic impact because they will not increase the height of the tower and are small in. size. The new antennas and mounting hardware will be painted the same color as the tower. 3. The proposed antennas would not cause an increase in noise, odors, or vehicle traffic. 4. A radio-frequency analysis, signed by a radio-frequency engineer, states that the radio emissions from the proposed antennas would not exceed FCC standards. ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 2 ■ 5. The existing monopole is capable of supporting the proposed antennas. ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 3 ■ EXHIBIT A USE PERMIT BUTTE COUNTY PLANNING COMMISSION DATE: (Certified Mail Rec.) UP 02-01 PERMIT NO. 036-500-071 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below, AT&T Wireless Services is hereby granted a Use Permit in accordance with the application filed to replace two existing omni -directional antennas mounted on the top of the 130 -foot tall monopole with twelve 5 -square foot panel antennas centered at the 110 -foot level. 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. 24-45.65. 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, or their respective designee, upon receipt of a substantiated written request by the applicant. 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 ■ PAGE 4 ■ Conditions of Approval: Planning Division 1. The existing omni -directional antennas shall be removed within one (1) month of activation of the new panel antennas. 2. 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 date- stamped July 3, 2001, and is incorporated herein by this reference. 3. The new antennas and mounting hardware shall be painted the same color as the existing monopole. X �q_ 4. The Facility must meet or fall within current standards and regulations of the FAA, the FCC, the County and any other agency of the Federal or State government with the authority to regulate such Facilities. 5. The installation of any Facility shall comply with all applicable building and electrical codes. 6. No advertising or display is permitted on any Facility. 7. 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. 8. There shall be no outdoor vehicle or equipment storage except for emergency purposes. 9. All Facilities must 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 Facilities. If such standards and regulations are changed, the property owner or responsible party shall bring such Facilities 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. r 10. 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. 11. 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 ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 5 ■ it meets all current standards established by the FCC, pursuant to FCC OET 65. 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. 12. 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. 13. Traffic resulting from the installation, operation, and maintenance of Wireless Communications Facilities, must be kept to a minimum. 14. Facilities shall be secured at all times to prevent access by the public. Fire Department 15. If any building or structure is placed on the ground the following conditions shall apply: a. Building identification and/or addresses shall be installed in conformance with Public Resources Code 4290 and shall be posted at the beginning of building construction and maintained continuously thereafter. The address sign may be placed on the fence next to ,the access gate. b. Provide an all weather access to all structures. The access shall have a minimum 10 -foot width and 15 -foot vertical clearance, and be able to accommodate a 40,000 pound fire apparatus. Building Division 16. Building permits required. Provide calculations from a licensed design professional verifying that the tower structure can support revised loading. Other Conditions 17. Applicant must also comply with all other applicable State and local statutes, ordinances and regulations. 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. Dated: Applicant ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 6 ■ r - 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 Department Butte County Fire Department/CDF Assessor's Office Public Works Department ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■PAGE 7 ■ wreiect LneA Ll r6AA &TiTj Ilk' q t l�q l \� V\nc\ E.yc Sor� ,r f a �zr Y� f I t , . ,. ,.- Y s �. a : .. }} aro i:.,� � r •��� L4 a a s > �Ff`.'• l� f fir% F �r r_f�, s %' f,ri'�r mfr/I,•� f// ,: /r1' `� ii� �- �4-- � -...Q a u .,.+. n .a t {I f� �r.,�if'17f �f'�Y ►�� //,:�/ .•' '% __ ---- -----' --- ___--_ p a '�.• _ �� �: ,�r .� /'�r ,r fr��%•'p•;! j �f ''� �` �f, /rff f --------------- r } -------------- r! / y -s i x, +r C .. -C a mfr/• / 0. Project Location f ff 112 F axa Y Aw 'AR 21,12 a .. ` �iV ��.i:I. � a ...1, " �4 .!`t. +�1�•^ rw � y^i!.'. % { /�r' AR -5 f /:} F AR 500 0 500 1000 1500 2007 2500 3000 Feet BUTTE COUNTY PLANNING COMINUSSION Applicant: AT&T Wireless Services Owner: John Permann Hearing Date: September 27, 2001 @ 9:30 a.m. Existing Zone: AR -2.5 (Agricultural Resiceatal, 2.5 ac. min) N Supervisorial Request: Use Permit to replace two omni -directional antennas mounted at the top of an existing 13C foot tall monopole, with District # 1 twelve 4 sq.8, panel antennas centered at the 110 foot level. Assessor Parcel No: (ii6-500-071 File: UP 02-01 LAND OF NATURAL WEALTH AND BEAUTY August 27, 2001 AT&T Wireless Services 7112 N. Fresno Street. #460 Fresno, CA 93720 Re: Use Permit, AP 036-500-071, UP 02-01 Gentlemen: PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 Enclosed is a copy of the Agenda Report concerning your application for a Use Permit to replace two omni directional antennas mounted at the top of an existing 130 foot tall monopole with twelve 4 square foot panel antennas centered at the 110 foot level at the end of Bronson Court, at 83 Bronson Court, approximately 0.25 miles southeast of the intersection of SR 70 and Ophir Road, Oroville.. 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 September 27, 2001, at 9:30 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 Stephen Betts of this office at 538-7601, between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, Lynn Richardson Planning/Administrative Support Service Assistant Enc. cc: j:\wpdocs\pc1ts\schedu1e.mrg 0 Staff recommends approval of the Use Permit with findings and conditions. PROJECT DESCRIPTION/SITE CHARACTERISTICS:' This is an application for a Use Permit to replace two omni -directional antennas mounted on the top of a 130 -foot tall monopole with twelve 5 -square foot panel antennas centered at the 110 -foot level. No new ground structures are proposed nor will the existing lease area be increased in size. The proposed antennas will provide improved mobile telephone services to the public. The 0.25 -acre project parcel is developed with the 130 -foot tall monopole. The monopole was permitted with Use Permit 94-67 and supports two omni -directional antennas and two 6 -foot diameter microwave dishes. The monopole is painted white and is not lighted. The 0.25 -acre is not a separate legal parcel and is a part of APN 036-500-071, which is developed with a single family dwelling unit. The project site is zoned AR -2.5 (Agricultural Residential, 2.5 -acre minimum parcel size) and has a General Plan Land Use designation of Agricultural Residential. Surrounding parcels are ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 1 ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT - SEPTEMBER 27, 2001 Applicant: AT&T Wireless Services approximately 0.25 miles southeast of the intersection File #: UP 02-01 of SR -70 and Ophir Road, Oroville Request: Use Permit to replace two omni -directional antennas Parcel Size: 0.25 acres mounted on the top of a 130- . foot tall monopole with . Zone date: April 14, 1998 twelve 5 -square foot panel antennas centered at the 110- Supervisor foot level. District: 1 G.P.: Agricultural Residential Project Stephen Betts, Planner: Senior Planner (538-7153) Zoning: AR -2.5 (Agricultural Residential, 2.5 -acre Attachments: minimum parcel size) A. Conditions of Approval B. General Plan/Zoning Map APN: 036-500-071 C. Vicinity Map D. Public Notice Map Location: At the end of Bronson Court, E. Site Plan at 83 Bronson Court, STAFF COMMENT: Staff recommends approval of the Use Permit with findings and conditions. PROJECT DESCRIPTION/SITE CHARACTERISTICS:' This is an application for a Use Permit to replace two omni -directional antennas mounted on the top of a 130 -foot tall monopole with twelve 5 -square foot panel antennas centered at the 110 -foot level. No new ground structures are proposed nor will the existing lease area be increased in size. The proposed antennas will provide improved mobile telephone services to the public. The 0.25 -acre project parcel is developed with the 130 -foot tall monopole. The monopole was permitted with Use Permit 94-67 and supports two omni -directional antennas and two 6 -foot diameter microwave dishes. The monopole is painted white and is not lighted. The 0.25 -acre is not a separate legal parcel and is a part of APN 036-500-071, which is developed with a single family dwelling unit. The project site is zoned AR -2.5 (Agricultural Residential, 2.5 -acre minimum parcel size) and has a General Plan Land Use designation of Agricultural Residential. Surrounding parcels are ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 1 ■ zoned AR -2.5 and range in size from 1.8 acres to 41 acres. Land uses on the surrounding parcels are single family dwellings at rural densities. The project site is not located within an Airport Compatibility Zone or within the City of Oroville's Sphere of Influence. ANALYSIS: No significant impacts are expected due to this project. The project would not result in an increase in air emissions, fugitive dust emissions, light, noise, or vehicle traffic. The proposed panel antennas would present a larger surface area that can be more readily seen then the existing omni -directional antennas, but this would not create any significant visual impacts. The project will not result in an increase in the height of the tower. The new antennas and mounting hardware are required to be painted white to match the existing tower. ACTIONS FOR CONSIDERATION: Staff recommends that the Planning Commission approve the project, subject to the following findings and conditions: I. The project is exempt from environmental review under Section 15061(b)(3) of the California Environmental Quality Act, which states that CEQA applies only to projects which have the potential for causing a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. H. Approve Use Permit 02-01 for AT&T Wireless Services, subject to the following findings and conditions found in Exhibit A: A. The proposed use of the property would not impair the integrity and character of the zone in which the land lies, and that the use would not be unreasonably incompatible with, or injurious to, surrounding property, or detrimental to the health, safety and general welfare of the persons residing or working in the neighborhood, or to the general health, welfare and safety of the County because: 1. The proposed antennas are replacing existing antennas. 2. The proposed antennas would not cause an aesthetic impact because they will not increase the height of the tower and are small in. size. The new antennas and mounting hardware will be painted the same color as the tower. 3. The proposed antennas would not cause an increase in noise, odors, or vehicle traffic. 4. A radio-frequency analysis, signed by a radio-frequency engineer, states that the radio emissions from the proposed antennas would not exceed FCC standards. ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 2 ■ M M 5. The existing monopole is capable of supporting the proposed antennas. ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 3 ■ M EXHIBIT A USE PERMIT M BUTTE COUNTY PLANNING COMMISSION DATE: (Certified Mail Rec.) UP 02-01 PERMIT NO. 036-500-071 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below, AT&T Wireless Services is hereby granted a Use Permit in accordance with the application filed to replace two existing omni -directional antennas mounted on the top of the 130 -foot tall monopole with twelve 5 -square foot panel antennas centered at the 110 -foot level. 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. 24-45.65. 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, or their respective designee, upon receipt of a substantiated written request by the applicant. 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 ■ PAGE 4 ■ Conditions of Approval: Planning Division 1. The existing omni -directional antennas shall be removed within one (1) month of activation of the new panel antennas. 2. 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 date- stamped July 3, 2001, and is incorporated herein by this reference. 3. The new antennas and mounting hardware shall be painted the same color as the existing monopole. 4. The Facility must meet or fall within current standards and regulations of the FAA, the FCC, the County and any other agency of the Federal or State government with the authority to regulate such Facilities. 5. The installation of any Facility shall comply with all applicable building and electrical codes. 6. No advertising or display is permitted on any Facility. 7. 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. 8. There shall be no outdoor vehicle or equipment storage except for emergency purposes. 9. All Facilities must 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 Facilities. If such standards and regulations are changed, the property owner or responsible party shall bring such Facilities 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. 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. 11. 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 ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 5 ■ it meets all current standards established by the FCC, pursuant to FCC OET 65. 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. 12. 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. 13. Traffic resulting from the installation, operation, and maintenance of Wireless Communications Facilities, must be kept to a minimum. 14. Facilities shall be secured at all times to prevent access by the public. Fire Department 15. If any building or structure is placed on the ground the following conditions shall apply: a. Building identification and/or addresses shall be installed in conformance with Public Resources Code 4290 and shall be posted at the beginning of building construction and maintained continuously thereafter. The address sign may be placed on the fence next to the access gate. b. Provide an all weather access to all structures. The access shall have a minimum 10 -foot width and 15 -foot vertical clearance, and be able to accommodate a 40,000 pound fire apparatus. Building Division 16. Building permits required. Provide calculations from a licensed design professional verifying that the tower structure can support revised loading. Other Conditions 17. Applicant must also comply with all other applicable State and local statutes, ordinances and regulations. 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. Dated: Applicant ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 6 ■ 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 Department Butte County Fire Department/CDF Assessor's Office Public Works Department ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 7 ■ REVISED 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, September 27, 2001, 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 A GENERAL RULE EXEMPTION FROM ENVIRONMENTAL REVIEW 9:30 a.m. AT&T Wireless Services, Use Permit to replace two omni -directional antennas mounted at the top of a 130 -foot tall monopole with twelve 5 -square foot panel antennas centered at the 110 -foot level. The property is zoned AR -2.5 (Agricultural Residential - 2.5 acre parcels) and is located at the end of Bronson Court, at 83 Bronson Court, approximately 0.25 miles southeast of the intersection of SR -70 and Ophir Road, Oroville. APN 036-500-071 (SB) (UP 02-01) The above mentioned application and map are 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: (530) 538-7601 (Monday through Friday, 8:00 a.m. to 4:00 p.m.) Comments may be submitted in writing at any time 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 applications 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 To be published in the Oroville Mercury on Thursday, August 30, 2001 1, l Or y BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PLANNING DIVISION TO: CDF FROM: Butte County Planning Division RE: Request for Comments on a Development Application: AT&T Wireless Services, UP 02-01 DATE: July 6, 2001 CONTACT PERSON: Stephen Betts The Planning Division has received a project application for the property described below. The purpose of this comment sheet is to: 1. Determine if the information contained in the application is adequate to allow your jurisdiction to review the project and submit conditions, if any; and to 2. Determine the appropriate environmental documents to prepare for this project, as well as to identify particular environmental concerns to be addressed or mitigation measures your agency/department may want incorporated. If the application is determined to be complete within 30 days of its submittal it should be heard at the estimated hearing date indicated below. If a response cannot be submitted within the time frame given, or if additional information is needed, please call 538-7601. Thank you in advance for your time and efforts. This is an application for Use Permit to replace two omni directional antennas mounted at the top of an existing 130 foot tall monopole with twelve 4 square foot panel antennas centered at the 110 foot level on property zoned AR -2.5 (Agricultural Residential - 2.5 acre parcels) located at the end of Bronson Court. at 83 Bronson Court. approximately 0.25 miles southeast of the intersection of SR 70 and Ophir Road Oroville , identified as APN 036-500-071. Supervisorial District No. 1. THIS ITEM HAS BEEN TENTATIVELY SCHEDULED FOR A HEARING BEFORE THE (check one) _X_ PLANNING COMMISSION - _ DEVELOPMENT REVIEW COMMITTEE ON November 8. 2001. COMMENTS, IF ANY, ARE REQUESTED BY NO LATER THANu.T ly 20, 2001. If no comments or communications are received by the above date, the assumption will be made that your agency has no comment. COMMENTS (Attach additional pages if necessary): St' s ''ll- C;-) 9�-o By: Date: © / 7 County Center Drive - Oroville, California 95965 - 530-538-7601 - FAX 530-538-7785 �7 BUTTE COUNTY 0 STANDARD CONDITIONS FOR USE PERMIT APPLICANT: AT&T Wireless Services DATE: July 6, 2001 AGENT: APN: 036-500-071 FILE #: UP 02-01 PLANNER: Stephen Betts PROJECT DESCRIPTION: Use Permit to replace two omni directional antennas mounted at the top of an existing 130 foot tall monopole with twelve 4 square foot panel antennas centered at the 110 foot level Those items checked are conditions of approval. PLEASE CONTACT THE BUTTE COUNTY FIRE DEPARTMENT FOR COMPLIANCE WITH THE FOLLOWING CHECKED CONDITIONS Construction, installation or development of structures or facilities on the parcels/lots shall comply with the latest California Fire Safe Regulations, (Public Resources Code 4290), and all other applicable State and County codes, ordinances and regulations in effect at the time of application for improvement permits. 2. Building identification and/or addresses shall be installed in conformance with Public Resources Code 4290 and shall be posted at the beginning of building construction and maintained continuously thereafter. 3. Fire hydrant identification, reflector or post reflectors shall be installed acceptable to the County Fire Warden. 4. In lieu of a pressurized water system or water storage tank, payment of $200.00 per created parcel into the Battalion _ water tend fund, is required prior to the issuance of a building permit. 5. A pressurized community water system for fire protection is required. The specific locations and fire flow requirements shall be in accordance with the Fire Department specifications and to the satisfaction of the County Fire Warden. Average required hydrant spacing _ feet, hydrant size _ inches, and residual fire flow _ gpm. Submit plans to the Fire Department for review and approval prior to construction of facilities. 6. In lieu of hydrant installation, payment may be made into the hydrant fund at a cost of $1.72 per lineal foot of street frontage. The estimated fee amount is $ 7. Prior to recordation of the Map or application for a building permit, the applicant shall pay the then current fee for the West Chico Fire Station Fund. U, 8. Provide an all weather access of at least 10 foot wide and with a vertical clearance of 15 feet that will accommodate a 40,000 pound fire apparatus to all structures. 7 County Center Drive - Oroville, California 95965 - 530-538-7601 - FAX 530-538-7785 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PLANNING DIVISION TO: Public Works FROM: Butte County Planning Division RE: Request for Comments on a Development Application: AT&T Wireless Services, UP 02-01 DATE: July 6, 2001 . CONTACT PERSON: Stephen Betts The Planning Division has received a project application for the property described below. The purpose of this comment sheet is to: 1. Determine if the information contained in the application is adequate to allow your jurisdiction to review the project and submit conditions, if any; and to 2. Determine the appropriate environmental documents to prepare for this project, as well as to identify particular environmental concerns to be addressed or mitigation measures your agency/department may want incorporated. If the application is determined to be complete within 30 days of its submittal it should be heard at the estimated hearing date indicated below. If a response cannot be submitted within the time frame given, or if additional information is needed, please call 538-7601. Thank you in advance for your time and efforts. This is an application for Use Permit to replace two omni directional antennas mounted at the top of an existing 130 foot tall monopole with twelve 4 s ware foot panel antennas centered at the 110 foot level on property zoned AR -2.5 (Agricultural Residential - 2.5 acre parcels) located at the end of Bronson Court. at 83 Bronson Court. approximately 0_25 miles southeast of the intersection of SR 70 and Ophir Road Oroville , identified as APN 036-500-071. Supervisorial District No. 1. THIS ITEM HAS BEEN TENTATIVELY SCHEDULED FOR A HEARING BEFORE THE (check one) _X_ PLANNING COMMISSION - DEVELOPMENT REVIEW COMMITTEE ON November 8, 2001. COMMENTS, IF ANY, ARE REQUESTED BY NO LATER THANui ly 20, 2001. If no comments or communications are received by the above date, the assumption will be made that your agency has no comment. COMMENTS (Attach additional pages if necessary): LAms7 7iEye-6Prn _ V .lam hl0 CbMMI�+JLS — 1�/C ��A ti i otil� By: yn . 400,q) Date: 0- l 0 -- 20 o I i 7 County Center Drive - Oroville, California 95965 - 530-538-7601 - FAX 530-538-7785 J U L 0 & 2001 Of BUTTE LAND I)EkLOPMENT DIV, LAPCO BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PLANNING DIVISION J U L ®9 2001 TO: LAFCo OrOVlllet California FROM: Butte County Planning Division . RE: Request for Comments on a Development Application: AT&T Wireless Services, UP 02-01 DATE: July 6, 2001 CONTACT PERSON: Stephen Betts The Planning Division has received a project application for the property described below. The purpose of this comment sheet is to: �s 1. Determine if the information contained in the application is adequate to allow your jurisdiction to review the project and submit conditions, if any; and to 2. Determine the appropriate environmental documents to prepare for this project, as well as to identify particular environmental concerns to be addressed or mitigation measures your agency/department may want incorporated. If the application is determined to be complete within 30 days of its submittal it should be heard at the estimated hearing date indicated below. If a response cannot be submitted within the time frame given, or if additional information is needed, please call 538-7601. Thank you in advance for your time and efforts. This is an application for Use Permit to replace two omni directional antennas mounted at the ton of an existine 130 foot tall monopole with twelve 4 square foot panel antennas centered at the 110 foot level on property zoned AR -2.5 (Agricultural Residential - 2.5 acre parcels) located at the end of Bronson Court. at 83 Bronson Court. approximately 0.25 miles southeast of the intersection of SR 70 and Ophir Road Oroville , identified as APN 036-500-071. Supervisorial District No. 1. THIS ITEM HAS BEEN TENTATIVELY SCHEDULED FOR A HEARING BEFORE THE (check one) _X_ PLANNING COMMISSION - _ DEVELOPMENT REVIEW COMMITTEE ON November 8, 2001. COMMENTS, IF ANY, ARE REQUESTED BY NO LATER THANui ly 20, 2001. If no comments or communications are received by the above date, the assumption will be made that your agency has no comment. COMMENTS (Attach additional pages if necessary): By: Date: 7 County Center Drive - Oroville, California 95965 - 530-538-7601 - FAX 530-538-7785 (• BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PLANNING DIVISION IO IN TO: Environmental Health G ��1� �O� ��If FROM: Butte County Planning Division RE: Request for Comments on a Development Application: AT&T Wireless Services, UP 02-01 F DATE: July 6, 2001 CONTACT PERSON: Stephen Betts The Planning Division has received a project application for the property described below. The purpose of this comment sheet is to: 1. Determine if the information contained in the application is adequate to allow your jurisdiction to review the project and submit conditions, if any; and to 2. Determine the appropriate environmental documents to prepare for this project, as well as to identify particular environmental concerns to be addressed or mitigation measures your agency/department may want incorporated. If the application is determined to be complete within 30 days of its submittal it should be heard at the estimated hearing date indicated below. If a response cannot be submitted within the time frame given, or if additional information is needed, please call 538-7601. Thank you in advance for your time and efforts. This is an application for Use Permit to replace two omni directional antennas mounted at the ton of an existing 130 foot tall monopole with twelve 4 square foot panel antennas centered at the 110 foot level on property zoned AR -2.5 (Agricultural Residential - 2.5 acre parcels) located at the end of Bronson Court. at 83 Bronson Court. approximately 0.25 miles southeast of the intersection of SR 70 and Ophir Road Oroville , identified as APN 036-500-071. Supervisorial District No. 1. THIS ITEM HAS BEEN TENTATIVELY SCHEDULED FOR A HEARING BEFORE THE (check one) _X_ PLANNING COMMISSION - —DEVELOPMENT REVIEW COMMITTEE ON November 8. 2001. COMMENTS, IF ANY, ARE REQUESTED BY NO LATER THAN -July 1X 20, 2001. If no comments or communications are received by the above date, the assumption will be made that your agency has no comment. (Attach additional p es if necessary): nn-. 4L- 4- -L-. -10. By: Date: 7 County Center Drive - Oroville, California 95965 - 530-538-7601 - FAX 530-538-7785 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PLANNING DIVISION TO: Building Manager FROM: Butte County Planning Division RE: Request for Comments on a Development Application: AT&T Wireless Services, UP 02-01 DATE: July 6, 2001 CONTACT PERSON: Stephen Betts The Planning Division has received a project application for the property described below. The purpose of this comment sheet is to: 1. Determine if the information contained in the application is adequate to allow your jurisdiction to review the project and submit conditions, if any; and to 2. Determine the appropriate environmental documents to prepare for this project, as well as to identify particular environmental concerns to be addressed or mitigation measures your agency/department may want incorporated. If the application is determined to be complete within 30 days of its submittal it should be heard at the estimated hearing date indicated below. If a response cannot be submitted within the time frame given, or if additional information is needed, please call 538-7601. Thank you in advance for your time and efforts. This is an application for Use Permit to replace two omni directional antennas mounted at the top of an existing 130 foot tall monopole with twelve 4 square foot panel antennas centered at the 110 foot level on property zoned AR -2.5 (Agricultural Residential - 2.5 acre parcels) located at the end of Bronson Court. at 83 Bronson Court. approximately 0.25 miles southeast of the intersection of SR 70 and Ophir Road. Oroville., identified as APN 036-500-071. Supervisorial District No. 1. THIS ITEM HAS BEEN TENTATIVELY SCHEDULED FOR A HEARING BEFORE THE (check one) _X_ PLANNING COMMISSION - —DEVELOPMENT REVIEW COMMITTEE ON November 8, 2001. COMMENTS, IF ANY, ARE REQUESTED BY NO LATER THAN July 20, 2001. If no comments or communications are received by the above date, the assumption will be made that your agency has no comment. COMMENTS (Attach additional pages if necessary): PEP-"1'rS R4Ru/CZP , ?"U/DE 04L-1 i¢ T 0AJS FROM A 1.1 SE0 A 6AJ f'IZoPE'sVhVJ4C 11&e4#VY1A16 To 4d ae O?4(_ � Z d � Q By: /— Date: 7 ! c 7 County Center Drive - Oroville, California 95965 - 530-538-7601 - FAX 530-538-7785 AIR Wireless • Base Station Site N00005 ` 83 Bronson Court • Oroville, California Statement of Hammett & Edison, Inc., Consulting Engineers The firm of Hammett & Edison, Inc., Consulting Engineers, has been retained by AT&T Wireless, a cellular telecommunications carrier, to evaluate proposed modifications to an existing base station at 83 Bronson Court in Oroville, California (Site No. C005), for compliance with appropriate guidelines limiting human exposure to radio frequency electromagnetic fields. Prevailing Exposure Standards The U.S. Congress requires that the Federal Communications Commission ("FCC") evaluate its actions for possible significant impact on the environment. In Docket 93-62, effective October 15, 1997, the FCC adopted the human exposure limits for field strength and power density recommended in Report No. 86, "Biological Effects and Exposure Criteria for Radiofrequency Electromagnetic Fields," published in 1986 by the Congressionally chartered National Council on Radiation Protection and Measurements ("NCRP"). A summary of the exposure limits contained in NCRP-86 is shown in Figure 1. Separate limits apply for occupational and public exposure conditions, with the latter limits generally five times more restrictive. The more recent Institute of Electrical and Electronics Engineers ("IEEE") Standard C95.1-1999, "Safety Levels with Respect to Human Exposure to Radio Frequency Electromagnetic Fields, 3 kHz to 300 GHz," includes nearly identical exposure limits. These limits apply for continuous exposures and are intended to provide a prudent margin of safety for all persons, regardless of age, gender, size, or health. The most restrictive thresholds for exposures of unlimited duration to radio frequency ("RF") energy for several personal wireless services are as follows: Wireless Telecommunications Service Aanrox. Freauenc Personal Communication ("PCS") 1,950 MHz Paging Services 900 Cellular Telephone 870 Specialized Mobile Radio 855 [most restrictive frequency range] 30-300 Occupational Limit Public Limit 5.00 mW/cm2 1.00 mW/cm2 3.00 0.60 2.90 0.58 2.85 0.57 1.00 0.20 General Facility Requirements Base stations typically consist of two distinct parts: the electronic transceivers (also called "radios" or "cabinets") that are connected to the traditional wired telephone lines, and the passive antennas that send the wireless signals created by the radios out to be received by individual subscriber units. The transceivers are often located at ground level and are connected to the antennas by coaxial cables about 1 inch thick. Because of the short wavelength of the frequencies assigned by the FCC for wireless services, the antennas require line -of -sight paths for HEHAMMETT & EDISON, INC. 010705-CO05 CONSULTING ENGINEERS SAN FRANCISCO Page 1 of 3 AWireless • Base Station Site No.4b05 83 Bronson Court • Oroville, California their signals to propagate well and so are installed at some height above ground. The antennas are designed to concentrate their energy toward the horizon, with very little energy wasted toward the sky or the ground. Along with the low power of such facilities, this means that it is generally not possible for exposure conditions to approach the maximum permissible exposure limits without being physically very near the antennas. Computer Modeling Method The FCC provides direction for determining compliance in its Office of Engineering and Technology Bulletin No. 65, "Evaluating Compliance with FCC -Specified Guidelines for Human Exposure to Radio Frequency Radiation," dated August 1997. Figure 2 attached describes the calculation methodology, which reflects the fact that the power level from an energy source decreases with the square of the distance from the source (the "inverse square law"). The computerized technique for modeling particular sites is also described, and the conservative nature of this method for evaluating expected exposure conditions has been verified by numerous field tests. Site and Facility Description Based upon information provided by AT&T, it is proposed to mount six Swedcom Model SC10013- Din directional panel antennas in place of three Allen Telecom Model DB806 omnidirectional antennas on top of a steel pole sited at 83 Bronson Court in Oroville, California. The antennas would be mounted at an effective height of about 110 feet above ground and would be oriented in pairs towards 800T, 2000T, and 3200T. The maximum effective radiated power in any direction would be 550 watts, representing 22 channels operating simultaneously at 25 watts each. There are no other wireless communications facilities located in the vicinity. Study Results The maximum ambient RF level anywhere at ground level due to the proposed AT&T operation is calculated to be 0.0000019 mW/cm2, which is 0.00033% of the applicable public limit. It should be noted that even this result includes several "worst-case" assumptions and therefore is expected to overstate actual power density levels. No Recommended Mitigation Measures Due to their mounting location on a tall pole, the antennas are not accessible to the general public, and so no mitigation measures are necessary to comply with the FCC public exposure guidelines. HESANHAMMETT & EDISON, INC. 010705-CO05 CONSULTING ENGINEERS FRANCISCO Page 2 of 3 f - Alt Wireless - Base Station Site No.*05 83 Bronson Court - Oroville, California It is presumed that AT&T will, as an FCC licensee, take adequate steps to ensure that its employees or contractors comply with FCC occupational exposure guidelines whenever work is required near the antennas themselves. Conclusion Based on, the information and analysis above, it is the undersigned's professional opinion that the AT&T Wireless base station at 83 Bronson Court in Oroville, California, will continue to comply with the prevailing standards for limiting public exposure to radio frequency energy and, therefore, does not for this reason cause a significant impact on the environment. The highest calculated level in publicly accessible areas is much less than the prevailing standards allow for exposures of unlimited duration. This finding is consistent with measurements of actual exposure conditions taken at other operating base stations. Authorship The undersigned author of this statement is a qualified Professional Engineer, holding California Registration Nos. E-13026 and M-20676, expiring June 30, 2005. This work has been carried out by him or under his direction, and all statements are true and correct of his own knowledge except, where noted, when data has been supplied by others, which data he believes to be correct. U 1A- t� �F 2 William F. Hamme Yt, P. E. CIO 3� E-13026 July 12, 2001 0 M-20676 Ln C , Exp. 6-30-05 'A HEHAMMETT & EDISON, INC. 010705-CO05 CONSULTING ENGINEERS SAN FRANCISCO Page 3 of 3 National Auncil on Radiation Protection ankleasurements ,f4 Report No. 86 (Published 1986) "Biological Effects and Exposure Criteria for Radiofrequency Electromagnetic Fields" Radio Frequency Protection Guide Frequency Electromagnetic Fields Applicable Electric Magnetic Equivalent Far -Field Range Field Strength Field Strength Power Density (MHz) (V/m) (Alm) (mW/cm2) 0.3-1.34 614 614 1.63 1.63 100 100 1.34-3.0 614 823.8/f 1.63 2.19/f 100 180/8 3.0-30 1842/f 823.8/f 4.89/f 2.19/f 900/f2 180/8 30-300 61.4 27.5 0.163 0.0729 1.0 0.2 300-1,500 3.54JT 1.59VT VT106 J7238 f/300 f/1500 1,500– 100,000 137 61.4 0.364 0.163 5.0 1.0 Note: f is frequency of emission, in MHz. IZ11C Power 100 Density • 10 (MW/CM2) Occupational Exposure Public Exposure — — — Contact' 1000 Current (mA) 100- 0.1 1 10 100 103 Frequency (MHz) 104 105 Contact Currents (mA) 200 200 200 no limit no limit no limit HESANHAMMETT & EDISON, INC. NCRP-86 Standard CONSULTING ENGINEERS FRANCISCO Figure 1 a RFVGROUND'm Calculation Methopogy Determination by Computer of Compliance with Human Exposure Limitations The U.S. Congress requires that the Federal Communications Commission ("FCC") evaluate its actions for possible significant impact on the environment. In Docket 93-62, effective October 15, 1997, the FCC adopted the human exposure limits for field strength and power density recommended in Report No. 86, "Biological Effects and Exposure Criteria for Radiofrequency Electromagnetic Fields," published in 1986 by the Congressionally chartered National Council on Radiation Protection and Measurements ("NCRP"). Separate limits apply for occupational and public exposure conditions, with the latter limits generally five times more restrictive. The more recent Institute of Electrical and Electronics Engineers ("IEEE") Standard C95.1-1999, "Safety Levels with Respect to Human Exposure to Radio Frequency Electromagnetic Fields, 3 kHz to 300 GHz," includes nearly identical exposure limits. These limits apply for continuous exposures from all sources and are intended to provide a prudent margin of safety for all persons, regardless of age, gender, size,. or health. Higher levels are allowed for short periods of time, such' that total exposure levels averaged over six or thirty minutes, for occupational or public settings, respectively, do not exceed the limits. The FCC Office of Engineering and Technology Bulletin No. 65 (August 1997) gives the formula for calculating power density from an individual radiation source: power density S _ 2.56 x 1.64 x 100 x RF0 F2 x [VERP + AERP] , in mW/cm2472, where VERP = 0.4 x total peak visual ERP. (all polarizations), in kilowatts for NTSC, = average power (all polarizations), in kilowatts for DTV, AERP = total aural ERP (all polarizations), in kilowatts, RFF = relative field factor at the direction to the actual point of calculation, and D = distance from the center of radiation to the point of calculation, in meters. The factor of 2.56 accounts for the increase in power density due to ground reflection, assuming a reflection coefficient of 1.6 (1.6 x 1.6 = 2.56): The factor of 1.64 is the gain of a half -wave dipole relative to an isotropic radiator. The factor of 0.4 converts NTSC peak visual ERP to an average RMS value; for FM, cellular, and PCS stations, of course, the value of VERP is zero. The factor of 100 in the, numerator converts to the desired units of power density. This formula has been built into a computer program by Hammett & Edison that calculates, at each -location on an arbitrary rectangular grid, the total expected power density from any number of individual radiation sources. The program also allows for the description of the actual terrain at the site to obtain more accurate projections. HAMMETT & EDISON, INC. CONSULTING ENGINEERS HESAN FRANCISCO FE TTE COUNiY NNING DIVISION Methodology Figure 2 Tel: (541) 582-8074 June 28, 2001 0VIDSON ENGINEEROG CIVIL / STRUCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Rogue River, Oregon 97537 Fax: (541) 582-0072 E-mail: wdavidson@tower-structures.com Mr. Ken Taylor AT&T WIRELESS SERVICES 2729 Prospect Park, 1st Floor Rancho Cordova, California 95670 Re: Rigorous Structural Analysis of (Existing) 125 Foot Tall p ECEOMC JUL to401 BUTTE COUNTY PLANNING DIVISION Self -Supporting Segmented Tapered 12 -sided Polygonal Pole for added support of 12 each Swedcom SC100-13Din CDMA/GSM panel antennas and 12 each runs of 1-5/8"� feed lines including new full sector antenna mount at + 110 ft AGL Project Location: Ophir Road Site - FCC RegNo 1014216 83 Bronson C6urt, Oroville, Butte County, California - Lat: N 390 27' 48" Long: W 121134' 28" Pole Manufacturer: UNKNOWN AT&T Wireless Site: Ophir Road Site, Oroville, CA (AT&T Site Number C005) DE Project No. 411-01 Dear Mr. Taylor: At your request, DAVIDSON ENGINEERING (DE) has completed a. rigorous structural analysis of the subject pole for the addition of 12 each Swedcom SC100-13Din CDMA/GSM antennas with 12 each 1-5/8"� feed lines at + 110 feet AGL. The antennas will be mounted on a new full sector 360 degree antenna mount. These new antennas and feed lines will be owned and operated by AT&T WIRELESS SERVICES. Also presented in the associated calculations is a description of the as -built pole construction (excluding foundation), applicable design criteria, and .the results of the quantitative self-supporting pole analysis and qualitative foundation analysis. . EXISTING POLE CONSTRUCTION DOCUMENTATION No documentation is available for the existing pole construction. DAVIDSON ENGINEERING is in receipt of your facsimile transmittal dated 30 May 2001 which describes the pole member circumferences and wall thickness at the two pole splice locations. No information is available with regard to material types or material grades. Also, no information is available with regard to the existing foundation pier construction used for support of the pole, including concrete strength and reinforcing steel quantity, size, or material type. The undersigned accompanied Mr. Jim Daniel on a site visit on March 14, 2000 in which certain digital images (photographs) of the existing pole construction and currently supported antenna and ancillary equipment were obtained. These digital images clarified the existing antennas currently supported by the pole. 9 Mr. Ken Taylor - AT&T WIRELEAVICES • page 2 - 06/29/01 DESIGN CRITERIA Please refer to Section 1604 of the 1997 Uniform Building Code. The 1997 UBC defines EIA 222- F as a `recognized' design standard. Therefore, for purposes of this structural analysis and review, the applicable wind load design standard is EIA 222-F, dated June 1996. The pole strength design was founded on an 80 MPH basic wind speed without radial icing. Please note that Butte County currently requires a 75 MPH basic wind speed for design purposes. Exposure category `C' (open, flat terrain and grasslands) is conservatively assumed and implicit within EIA 222-F. Also implicit within EIA 222-F is a structural importance factor, I, of 1.00. Pole displacements (twist and sway) are only critical with respect to the currently existing 6 foot diameter microwave antennas mounted on the pole. The addition of the newly proposed cellular antennas will not impact the performance of the microwave antennas. This lack of potential impact is discussed below within the body of this letter. The AISC `Specification for Structural Steel Buildings - Allowable Stress Design and Plastic Design, Ninth Edition 1989' served as the structural steel design criteria. PURPOSE OF ANALYSIS This report and the associated structural analysis were prepared for the purpose of adding a total of 12 each Swedcom SC100-1313in CDMA/GSM antennas and their feed lines to the pole. This equipment is in addition to certain other existing communications equipment and their feed lines. The total supported equipment configuration included in the self-supporting pole structural analysis is described as follows: Elevation Description Feed Line Notes 127' 15 ea DB833/834 R -F 110' 12 ea SC100-13Din CDMA/GSM 50' 1 ea 6 foot Std MW dish 35' 1 ea 6 foot HP MW dish 0' - 125' removable climbing step bolts 0' - 125' 1 ea safety climb 15 ea 7/8"� on AMPS platform 12 ea 1-5/8"� AT&T Wireless 1 ea EW63 w/ molded radome 1 ea EW63 w/ planar radome Antenna mount wind and dead loads were also included for each of the listed antennas. RESULTS OF ANALYSES No documentation exists with regard to the existing pole and foundation construction. Field measurements were taken under the direction of AT&T WIRELESS SERVICES. The measurements so obtained were provided to DAVIDSON ENGINEERING via facsimile transmittal dated 30 May 2001. Calculations were prepared based on the information contained in the facsimile transmittal. Calculations indicate'that the existing vertical and lateral force -resisting structural members each have sufficient calculated strength capacity to accommodate the proposed antenna additions based on the stated design criteria (EIA 222-F; 80 MPH basic wind speed). Calculations further indicate that most of the structural members will have strength residual values between. 100% and 150% after the Swedcom antennas are added to the structure. No documentation exists with regard the pole's supporting foundation or anchor bolts. However, a qualitative analysis indicates that the foundation should possess a factor of safety on the order of 3 or more. This qualitative analysis is based on the degree to which the pole is "over -designed". In Mr. Ken Taylor - AT&T WIRELESORVICES • page 3 - 06/29/01 preparing calculations for the pole, it was assumed that the yield stress of the pole material was 36 ksi (1 ksi = one -thousand pounds per square inch). Ordinarily, polygonal poles manufactured for the cellular antenna industry are composed of material with a yield stress of 50 to 65 ksi. Therefore, there is a very high probability that the pole and its supporting foundation has a factor of safety of 2.78 or more. It is common and ordinary design practice to provide a minimum steel factor of safety of about 1.25 and a minimum foundation factor of safety of about 1.5 for wind and seismic loads. Calculations also indicate that the structure possesses adequate structural stiffness for the support of the existing microwave antennas. The maximum calculated rotation at the location of the 6 foot Std MW dish at 50 feet above ground level (about either the vertical or two horizontal axes) is about 0.27 degrees at an EIA 222-F specified operational displacement wind load of 50 MPH basic wind speed. Additionally, displacements are limited to a maximum of about 0.69 degrees about any axis even at the EIA strength design wind load of 80 MPH basic wind speed. This permits a 6 foot diameter microwave antenna with an operational frequency of 30 GHz or more to maintain its communication path in 50 MPH winds. AT&T WIRELESS SERVICES should independently verify with the antenna manufacturer that the foregoing maximum axial rotations are acceptable for maintaining the communications path of the microwave antennas. RECOMMENDATIONS AND CONCLUSIONS Calculations indicate that after the newly proposed full sector antenna mount and 12 each Swedcom SC100-13Din antennas are mounted at the 110 foot elevation AGL, the pole will continue to possess significant strength residuals for potential future antenna and feed line additions. ' The limiting factor appears to be the unknown foundation construction supporting the steel super -structure. Although not necessary at this point in time, site excavation to determine the existing foundation diameter and depth may become necessary at some time in the future. It is recommended that AT&T WIRELESS SERVICES proceed with the proposed 12 each Swedcom antenna, full sector antenna mount, and feed line installations at the +110 foot level at their earliest convenience. AT&T WIRELESS SERVICES should independently verify with the microwave antenna manufacturer that a maximum 0.27 degree rotation about any axis under the influence of an EIA 222- F specified operational wind load of 50 MPH basic wind speed is acceptable for maintaining communication path of the standard microwave antenna mounted at the approximate 50 foot elevation AGL. All feed lines shall be installed on the interior of the pole and therefore do not add to the lateral wind load on the structure. A new portal (hand -hole) detail is attached to, and accompanies this letter which describes the required material and access portal construction. The shape of the portal is rounded in order to eliminate stress concentrations typical at sharp corners. The elimination of these stress concentrations is important for the long-term viability of the structure. It is understood that the new hole cutting will be performed without acetylene torch equipment. The new holes will be cut by means of an abrasive cutting tool to prevent potential fire within the pole due to the possible presence of flammable bird nests on the pole's interior. Mr. Ken Taylor - AT&T WIRELESAVICES • page 4 - 06/28/01 DOCUMENTATION AND P.E. STAMP Five copies of abridged engineering calculations are supplied herewith. A full engineering package including a digital computer model will be permanently maintained by DE. The calculations provided herewith bear the stamp and 'wet signature' of D. Wayne Davidson, a Registered Civil Engineer in the state of California. Mr. Davidson is a registered Professional Structural Engineer in the state of Oregon and also possesses civil engineering registration in the states of Idaho, Wyoming and Wisconsin, and has a NCEES Council Record established and maintained with the National Council of Examiners for Engineering and Surveying. Mr. Davidson has specialized in the structural engineering and design/review of guyed and self- supporting communication poles for approximately 20 years. DE maintains full and complete records of each analysis in permanent archive. In the event that re -analysis of the structure is required at some future date, a reasonably fast and economical review of the structure can be provided. A complete set of `hard -copy' type -written engineering documents are maintained in DE's engineering archive as well as digital engineering files that may be quickly accessed. CSC TEDDS V4.0 and Multiframe4D® V7.5 were utilized for this project. DISCLAIMER AND LIMITATION OF LIABILITY This report and the associated structural analysis have been prepared with that degree of care and expertise normally consistent with generally accepted principles of engineering as exercised in the state of California by a professional engineering practice that possesses significant experience in the design and specification of guyed and self-supporting communication tower and pole structures. No other warranty is expressed or implied D. WAYNE DAVIDSON, doing business as DAVIDSON ENGINEERING (a sole proprietorship), shall not be held liable for consequential or incidental damages arising from defects in the pole's original design, subsequent design modifications, nor defects in material, workmanship, fabrication, or erection. DAVIDSON ENGINEERING's total liability, if any, shall be limited to the actual fees paid by AT&T WIRELESS SERVICES (or its affiliates) in consideration of the engineering services performed herein. It is understood that no field inspections were offered or performed within the scope of this project and that no warranty is made with regard to material suitability or fitness of purpose of the pole structure. It has been a great pleasure to be of service in this regard. I may be reached directly by phone at (541) 582-8074 for any questions or comments about this report, or I may alternatively be reached by e-mail at: `wdavidson@tower-structures.com'. Sincerely, D. Wayne Davidson, P.E. 1 PROJECT 125 Foot Tall Self -Supporting pole I doh No. Ophir Road Cell Site, Oroville, IV 411-01 CLIENT: AT&T WIRELESS SERVICES - Ken Taylor I DATE ri YIDS®111 ENGINEERING 295 COVERED BRIDGE ROAD ROGUE RIVER, OR 97537 15411582-8074 Thursday, June 28, 2001 PAGE 1 of 1 Plate 3-1/2" x 3/8" ASTM A36 Mod 50 or ASTM A572. Gr 50 -- 1/2" plate A36 F = 36 k s i may be substituted for 50 k s i steel 2-1/2" A maxi mum of one portal shat l occur at any given el evati on. Separate portal s by 120 degree r a d i al s. New portals shall be separated by 18 i n c h e s i n v e r t i cal el e v a t i on. New portal s shat l be p aced between el e v a t i on 100 and 110 feet AGL. Gri n p a i n and z n coati ng 1 /2" c ear of wet d i nterface. Wel di ng shall conform to AWS 01. 1. Use E 7 0 1 8 wet di ng el ectrodes. Remove all sl ag after wet di ng and appl y two coats ZRC pai nt - appl y 2 top - coats of z nc -ri ch p a i n to match e x i s t i ng col or. 'e. DAVI DSO N E N G I N E E RI CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Seg d Pole — Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services — Ken Taylor Sheet no. / rev. 296 Covered Bridge Road 110' 1) TOP -MOUNT AMPS PLATFORM Rogue River, OR 97537 r ; 1 Calc. by Date AT&T WS Site Lat 390 27'48" 12ea 5[100-13Di n 2) 12 EA SWEDCOM SC100-13DIN Tel: (541) 582-8074 Fax: (541) 582-0072 Internet: www.tower-structures.com DWD 25 -June -01 Number 0005 Long 1210 34'28" 3) 1 EA 6 FT SOLID MW DISH WITH 21.82" across flats CALCULATIONS IPS platform CODE: EIA 222—F LL WIND: 80 MPH BASIC WIND SPEED EXPOSURE: TYPE 'C' ( OPEN TERRAIN IMPLICIT ) ea D8806 ORDINARY STRUCTURE ( I = 1.00 IMPLICIT ) ICING: NONE 30. 79- ac f l a t s 6 ft solid MW �7 �,�� di sh vi f h mol ded �V -'A� radome O• C""I 39.81" across 42 40, l flats 6 ft HP solid MW •( di sh with planar �Cµ radome 35' 48. 25- acros flats p�CEOWE JUL to = 9 BUTTE COUNTY PLANNING DIVISION SUPPORTED EQUIPMENT 110' 1) TOP -MOUNT AMPS PLATFORM AND 3 EA DB 806 AT +125' 12ea 5[100-13Di n 2) 12 EA SWEDCOM SC100-13DIN panel antennas on nev full sector mount PANEL ANTENNAS AT +110' 3) 1 EA 6 FT SOLID MW DISH WITH MOLDED RADOME AT +50' 4) 1 EA 6 FT HP SOLID MW DISH ee. 4se33' WITH PLANAR RADOME AT +35' 30. 79- ac f l a t s 6 ft solid MW �7 �,�� di sh vi f h mol ded �V -'A� radome O• C""I 39.81" across 42 40, l flats 6 ft HP solid MW •( di sh with planar �Cµ radome 35' 48. 25- acros flats p�CEOWE JUL to = 9 BUTTE COUNTY PLANNING DIVISION DAVIDSON E N G I N E E RI ,* CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segg�ted Pole - Ophir Road Site - Oroville, CA 9 Project Number 411-01 Client: AT&T Wireless Services - Ken Taylor Sheet no. / rev. 296 Covered Bridge Road ; At, h = 15.00 ft; 2 1 Rogue River, OR 97537 OD5 = ODbott - (DRED, x h) = 43.7575 in; ; At; h = 25.00 ft; OD6 = ODbott - (DRED1 x h) = 42.6344 in; ; At; h = 30.00 ft; OD7 = ODbott - (DRED, x h) = 41.5113 in; ; At; h = 35.00 ft; Tel: (541) 582-8074 Fax: (541) 582-0072 Calc. by Date AT&T WS Site Lat 390 27'48" = ft �w+ OQ h - 38.8158 ; At; h 42.00 ; DWD 25 -June -01 Number C005 Long 1210 34'28" Internet: www.tower-structures.com CALCULATIONS CODE: EIA 222-F WIND: 80 MPH BASIC WIND SPEED EXPOSURE: TYPE 'C' ( OPEN TERRAIN IMPLICIT ) ORDINARY STRUCTURE ( I = 1.00 IMPLICIT ) ICING: NONE Total Structure Height; h = 125 ft Wind Velocity; V = 80 ; (MPH) ; Stagnation Pressure; q = .00256 Ibf / ft' x VZ = 16.3840 Ibf / ftz ; Radial Icing; R = 0.0 in ; ;Gust Response Factor; GH = 0.65 + 0.60 / (h / 33 ft) "' = 1.1460 ; POLE WIND LOADS ; POLE WIND LOADS (ai +0.0' TO +42.00' AGL; ; Outside Pole Diameter (across flats); ODtop = 37.805 in ; ODbott = 48.25 in ; Wall Thickness; TH1 = 0.4375 in; L1 = 46.50 ft ;Diameter reduction per foot of height; DRED1 = (ODbott- ODtop) / L 1 = 0.224623656 in / ft ; Pole Diameters (a) +0.00' to +42.00' (across flats ; At; h = 0.00 ft; ODI = ODbott - (DRED1 x h) = 48.2500 in; ; At, h = 5.00 ft; OD2 = ODbott - (DRED1 x h) = 47.1269 in; ; At; h = 10.00 ft; OD3 = ODbott - (DRED1 x h) = 46.0038 in; ; At, h = 15.00 ft; OD4 = ODbott - (DRED1 x h) = 44.8806 in; ; At; h = 20.00 ft; OD5 = ODbott - (DRED, x h) = 43.7575 in; ; At; h = 25.00 ft; OD6 = ODbott - (DRED1 x h) = 42.6344 in; ; At; h = 30.00 ft; OD7 = ODbott - (DRED, x h) = 41.5113 in; ; At; h = 35.00 ft; OD8X 00 D 'xyh) = 40.3882 in; ; At; h = 40.00 ft ; O�s �. ODbott - ( DRE i 'h,)k 39.2651 in; = ft �w+ OQ h - 38.8158 ; At; h 42.00 ; , = O,Dnott - (DRED IV )A in; Distributed Pole Wind'Loads (5+0.00.rtof+42.00' ; Pole force coefficient; CFp = 0.79 ; ; At +0.0' to +5.00' ; (.�333.fts)v' X GH x CFP x (OD, +OD2) / 2 / 12 = 58.95 Ibf / ft; ; At +5.00' to +10.00'; W2 ` q x('33 / 33 ft )w x GH x CFP x (OD2 +OD3) / 2 / 12 = 57.561bf / ft; ; At +10.00' to +15.00' ; W3 = q x (33 / 33 ft )w x GH x CFP x (OD3 +OD4) / 2 112 = 56.17 Ibf / ft ; ; At +15..00' to +20.00' ; W4 = q x (33 / 33 ft )y' x GH x CFP x (OD4 +OD5) / 2 112 = 54.78 Ibf / ft ; At +20.00' to +25.06' W5 =-,q x-(33 / 33 ff)yr x GH x CFP x (OD5 +ODs) / 2 / 12 = 53.401bf/ ft; ; At +25.00' to +30:00' Ws q x (33 / 33ift,)y' x GH x CFP x (OD6 +ODr) / 2 / 12 = 52.01 Ibf / ft ; At +30 00' to +35.00' Wr - q x ( 33 / 33 ft )27 x GH x CFP x (OD7 +OD8) / 2 / 12 = 50.62 lbf / ft; At +35.01' to°+40.00' ; W8 = q x ( 37.5 / 33'ft )w x GH x CFP x (OD8 +ODs) / 2 / 12 = 51.061bf / ft; ; At +40:00' to +42:00'; Ws q:z (4'? /`33 ft )v' x GH x CFP x (ODs +OD1o) / 2 / 12 = 51.351bf/ ft ; n DAVIDSON E N G I N E E RI O CIVIL /STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Seg 0Pole - Ophir Road Site - OYoville, CA Project Number 411-01 Client: AT&T Wireless Services -Ken Taylor Sheet no. / rev. 296 Covered Bridge Road Rogue River, OR 97537 3 / 1 Calc. by Date AT&T WS Site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 Internet: www.tower-structures.com DWD 25 -June -01 Number C005 Long 1210 34'28" Pole Properties (a-) +0.0wall thickness; tw, = 0.4375 in; n = 12; sides ; At +0.0'; Rol = OD1 / 2 / cos(15) = 24.9760; Rl, = (OD1- 2 x tw,) / 2 / cos(15) = 24.5231; Areas; Ao1 = (1 / 2) x n x Ro12 x sin (2x15) = 1871.4074 int ; All = (1 / 2) x n x R112 x sin (2x15) = 1804.148 int; net Area ; Al = ( (1 / 2) x n x R012 x sin (2x15)) - ((1/ 2) x n x R112 x sin (2x15)) = 67.259 in 2; ao1 = 2 x (OD1 / 2) x tan(15) = 12.9285 in; ; all = 2 x ((ODI - 2 x tw,)/ 2) x tan(15) = 12.6941 in; Moments of Inertia; lot = Ao1 x (6 x R012 - ao12) 124 = 278813.7707 in4 ; 11, = All x (6 x R112 - a112) 124 = 259132.4738 in4 ; net Moment of Inertia; 11 = 101- 111 = 19681.2969 in4 ; net Section Modulus; S1 = 11 / Rol = 788.0072 in ; Torsional Moment of Inertia ; J, = 2 x 1, = 39362.5937 in4 ; Pole Properties (aD +5.00' wall thickness; t =0.4375 in; n = 12; sides ; At +5.0'; R02 = OD2 / 2 / cos(15) = 24.3947; R12 = (OD2 - 2 x tw,) / 2 / cos(15) = 23.9417; ; Areas ; A02 =(112) x n x 8022 x sin (2x15) = 1785.2996 int ; Al2 = (1 / 2) x n x R122 x sin (2x15) = 1719.620 in 2; net Area; A2 = ((1 / 2) x n x R022 x sin (2x15)) - ((1 / 2) x n x R122 x sin (2x15)) = 65.680 int; a02 = 2 x (OD2 / 2) x tan(15) = 12.6276 in; ; a12 = 2 x ((OD2 - 2 x tw1)/ 2) x tan(15) = 12.3932 in; Moments of Inertia; 102 = A02 x (6 x R022 - a022) 124 = 253746.3284 in4 ; 112 = Al2 x (6 x R122 - 8122) 124 = 235419.5768 in4 ;net Moment of Inertia; 12= 102-112 = 18326.7516 in4 ; net Section Modulus; S2 = /2 / R02 = 751.2605 in ; Torsional Moment of Inertia; J2 = 2 x 12 = 36653.5032 in4 ; Pole Properties 611 +10.00' wall thickness; tw, =0.4375 in; n = 12; sides ; At +10.0'; R03 =oD3 / 2 / cos(15) = 23.8133; R13 = (oD3 - 2 x tw,) / 2 / cos(15) = 23.3604; \ ; Areas ; A03 =(112) x n x R032 x sin (2x15) = 1701.2198 int ; A13 = (1 / 2) x n x R13 2 x sin (2x15) = 1637.120 int; ; net Area ; A3 = ((1 / 2) x n x R032 x sin (2x15)) -((112) x n x R132 x sin (2x15)) = 64.100 int; ;a03 = 2x (OD3 / 2) x tan(15) = 12.3267 in; ;a13 = 2x ((OD3 - 2 x tw1)/ 2) x tan(15) = 12.0922 in; Moments of Inertia; 103 = A03 x (6 x R032 - a032) 124 = 230408.4463 in4 ; 113 = A13 x (6 x 8132 - a132) 124 = 213372.6171 in4 ; ;net Moment of Inertia; 13= 103-113 = 17035.8292 in4 ; net Section Modulus; S3 = 13 / R03 = 715.391.4 in ; ; Torsional Moment of Inertia; J3 = 2 x 13 = 34071.6585 in4 ; Pole Properties Cad +15.00' wall thickness; tw, = 0.4375 in; n = 12; sides ; At +15.0'; R04 = OD4 / 2 / cos(15) = 23.2319; R14 = (OD4 - 2 x tw,) / 2 / cos(15) = 22.7790; ; Areas ; A04 =(112) x n x R042 x sin (2x15) = 1619.1679 int ; A14 = (1 / 2) x n x R142 x sin (2x15) = 1556.648 int; ; net Area ; A4 = ( (1 / 2) x n x R042 x sin (2x15)) - ( (1 / 2) x n x R14 x sin (2x15)) = 62.520 int; a04 = 2 x (OD4 / 2) x tan(15) = 12.0257 in; ; a14 = 2 x ((OD4 - 2 x tw,)/ 2) x tan(15) = 11.7913 in; Moments of Inertia; /04 = A04 x (6 x R042 - a042) 124 = 208718.6775 in4 ; 114 = AI4 x (6 x R14 - 61142) 124 = 192911.6782 in4 ; net Moment of Inertia; 14 = 104 -114 = 15806.9993 in4 ; net Section Modulus; S4 = 14 / R04 = 680.3997 in ; Torsional Moment of Inertia; J4 = 2 x 14 = 31613.9986 in4 ; DAVIDSON E N G I N E E RI 10 CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Se ed Pole - Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services - Ken Taylor Sheet no. / rev. 296 Covered Bridge Road 4 1 1 Rogue River, OR 97537 Calc. by Date AT&T WS Site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 25 -June -01 Number COOS Long 1210 34'28" Internet: www.tower-structures.com Pole Properties (aD +20.00wall thickness; tw, =0.4375 in; n = 12; sides ; At +20.0'; Roy = OD5 / 2 / cos(15) = 22.6506; R15 = (ODs - 2 x tw1) / 2 / cos(15) = 22.1976; ; Areas ; A05 =(112) x n x R052 x sin (2x15) = 1539.1440 int ; A15= (1 / 2) x n x R152 x sin (2x15) = 1478.204 int; net Area ; A5 = ( (1 / 2) x n x R052 x sin (2x15)) - ((1 / 2) x n x R152 x sin (2x15)) = 60.940 int; a05 = 2 x (OD5 / 2) x tan(15) = 11.7248 in; ; a15 = 2 x ((ODs - 2 x twl)/ 2) x tan(15) = 11.4903 in; Moments of Inertia; 105 = A05 x (6 x R052 - a052) 124 = 188597.5394 in4 ; 115 = A15 x (6 x R152 - a152) 124 = 173958.8081 in4 ; ;net Moment of Inertia; 15= 105-115 = 14638.7313 in4 ; net Section Modulus; S5 = 15 / R05 = 646.2855 in ; Torsional Moment of Inertia ; J5 = 2 x 15 = 29277.4626 in4 ; Pole Properties (cD +25.00' wall thickness; tw/ =0.4375 in; n = 12; sides ; At +25.0'; R06 = ODs / 2 / cos(15) = 22.0692; R16 = (ODs - 2 x tv1) / 2 / cos(15) = 21.6163; ;Areas; Ao6 = (1/ 2) x n x R062 x sin (2x15) = 1461.1480 int ; A16= (1 / 2) x n x R162 x sin (2x15) = 1401.788 int; ; net Area ; A6 = ((1 / 2) x n x R062 x sin (2x15)) - ((1 / 2) x n x R162 x sin (2x15)) = 59.360 int; ;a06 = 2x (ODs / 2) x tan(15) = 11.4239 in; ;a16 = 2x ((ODs - 2 x tw1)/ 2) x tan(15) = 11.1894 in; ; Moments of Inertia; /06 = Ao6 x (6 x R06 - a062) 124 = 169967.5137 in4 ; 116 = A16 x (6 x R162 -a162) 124 = 156438.0189 in4 ; ; net Moment of Inertia; 16 = 106 -116 = 13529.4949 in4 ; net Section Modulus; S6 = 16 / R06 = 613.0489 in3 ; ; Torsional Moment of Inertia; J6 = 2 x 16 = 27058.9897 in4 ; Pole Properties A +30.00' wall thickness; t = 0.4375 in; n = 12; sides ; At +30.0'; R07 = OD7 / 2 / cos(15) = 21.4878; R17 = (OD7 - 2 x tw1) / 2 / cos(15) = 2.1.0349; ; Areas ; A07 =(112) x n x R072 x sin (2x15) = 1385.1799 int ; A17= (1 / 2) x n x R172 x sin (2x15) = 1327.400 int; ; net Area ; A7 = ((1 / 2) x n x R072 x sin (2x15)) - ((1 / 2) x n x R172 x sin (2x15)) = 57.780 int; a07 = 2 x (OD7 / 2) x tan(15) = 11.1229 in; ; a17 = 2 x ((OD7 - 2 x twi)/ 2) x tan(15) = 10.8885 in; Moments of Inertia; 107 = A07 x (6 x Ro72 - a072) 124 = 152753.0468 in4 ; 117 = A17 x (6 x R172 - a172) / 24 = 140275.2873 in4 net Moment of Inertia; 17 = 107-117 = 12477.7595 in4; net Section Modulus; S7 = 17 / R07 = 580.6897 in ; Torsional Moment of Inertia ; J7 = 2 x 17 = 24955.5189 in4 ; Pole Properties 6D +35.00' wall thickness; tw1 =0.4375 in; n = 12; sides At +35.0; ROB = OD8 / 2 / cos(15) = 20.9065; RIS = (OD8 - 2 x tw1) / 2 / cos(15) ='20.4535 ;Areas; A08 =(112)x n x Ro62 x sin (2x15) =1311.2397 int ; A18 = (1 / 2) x n x R182 x sin (2x15) = 1255.040 int; ; net Area ; A8 = ( (1 / 2) x n x ROB x sin (2x15)) - ( (1 / 2) x n x R182 x sin (2x15)) = 56.200 int; ; ao8 = 2 x (OD8 / 2) x tan(15) = 10.8220 in; ; alb = 2 x ((OD8 - 2 x twr)/ 2) x tan(15) = 10.5875 in; ; Moments of Inertia; 108 = A08 x (6 x R082 - ao82) / 24 = 136880.5493 in4 ; 118 = A18 x (6 x R182 - a182) 124 = 125398.5547 in4 ; ; net Moment of Inertia; Ia = 108 -118 = 11481.9947 in4 ; net Section Modulus; S8 = la / ROB = 549.2081 in ; Torsional Moment of Inertia; J8 = 2 x l8 = 22963.9893 in4 ; M DAVIDSON E N G I N E E RI O CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Seg Pole - Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services — Ken Taylor Sheet no. / rev. 296 Covered Bridge Road Rogue River, OR 97537 5 / 1 Calc. by Date AT&T WS Site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 Internet: www.tower-structures.com DWD 25 -June -01 Number coos Long 1210 34' 28" Pole Properties Cad +40.00' wall thickness; tw1 = 0.4375 in; n = 12; sides ; At +40.0, Rog = OD9 / 2 / cos(15) = 20.3251; Rig = (ODg - 2 x tw1) / 2 / cos(15) = 19.8722; ;Areas; Aog = (1 / 2) x n x Rog2 x sin (2x15) = 1239.3275 int; A19 = (1 / 2) x n X Rj92 x sin (2x15) = 1184.708 in 2; net Area ; Ag = ( (1 / 2) x n x Rog2 x sin (2x15)) - ( (1 / 2) x n x R192 x sin (2x15)) = 54.620 in ; aog = 2x (OD9 / 2) x tan(15) = 10.5210 in; ; aig = 2x ((ODg - 2 x tw1)/ 2) x tan(15) = 10.2866 in; Moments of Inertia; /09 = Aog x (6 x Rog2 - aoo) 124 = 122278.3965 in4 ; 119 = A19 x (6 x R192 -a192) 124 = 111737.7265 in4 net Moment of Inertia; 19 = log - lig = 10540.6700 in4 ; net Section Modulus; Sg = /g / Rog = 518.6039 in ;Torsional Moment of Inertia; Jg = 2 x 19 = 21081.3401 in4 ; Pole Properties (aD +42.00wall thickness; tw1 =0.4375 in; n = 12; sides ; At +42.0, Roio = OD10 / 2 / cos(15) = 20.0925; Ri10 = (OD10 - 2 x tw1) / 2 / cos(15) = 19.6396; ; Areas; Ao10 = (1 / 2) x n x R0102 x sin (2x15) = 1211.1305 int ; Ano = (1 / 2) x n x Ri10 x sin (2x15) = 1157.142 int; ; net Area ; A10 = ( (1 / 2) x n x RO102 -x sin (2x15)) - ((1/ 2) x n x Ri102 x sin (2x15)) = 53.988 int; ; aolo = 2 x (OD10 / 2) x tan(15) = 10.4007 in ; ; ano = 2 x ((0D10 - 2 x tw1)/ 2) x tan(15) = 10.1662 in ; ; Moments of Inertia; lo10 = Ao10 x (6 x R0102 - aolo) 124 = 116777.5619 in4 ; lilo = A110 x (6 x Rr10 - ano) 124 = 106598.5213 in4 ; ;net Moment of Inertia; l,o = logo - h10 = 10179.0406 in4 ; net Section Modulus; S10 = 110 / Roto = 506.6080 in3; ; Torsional Moment of Inertia; J10 = 2 x 110 = 20358.0812 in4 ; DAVIDSON E N G I N E E RI CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Se ted Pole - Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services - Ken Taylor Sheet no. / rev. 296 Covered Bridge Road At; h = 55.00 ft; OD14 = ODbott - ( DRED2 x (h - 42)) = 36.8940 in; At; h = 60.00 ft; OD15 = ODbott - ( DRED2 x (h - 42)) = 35.7724 in; 6 / 1 Rogue River, OR 97537 Calc. by Date AT&T WS Site Lat 390 27'48" At; h = 80.00 ft; OD19 = ODbott - ( DRe02 x (h - 42)) = 31.2863 in; Tel: (541) 582-8074 Fax: (541) 582-0072 OD20 = ODbott - ( DRE02 x (h - 42)) 30.1647 in; DWD 25 -June -01 Number 0005 Long 1210 34'28" W19 = q x ( 82.5 / 33 ft )� x GH x CFP x (OD19 +OD20) / 2 112 = 49.35 lbf/ ft; Internet: www.tower-structures.com POLE WIND LOADS (CD +42.0' TO +85.00' AGL: Outside Pole Diameter (across flats); ODtop = 29.389 in ; ODbott = 39.81 in ; Wall Thickness; TH2 = 0.4375 in; L2 = 46.4583333 ft Diameter reduction per foot of height ; DRED2 = ( ODbott - ODtop ) / L2 = 0.224308520 in / ft ; Pole Diameters (a) +42.00' to +85.00' (across flats) At; h = 42.00 ft; OD11 = ODbott - (DRED2 x (h - 42)) = 39.8100 in; At, h = 45.00 ft; OD12 = ODbott - (DRED2 x (h - 42)) = 39.1371 in; At; h = 50.00 ft; OD13 = ODbott - ( DRED2 x (h - 42)) = 38.0155 in; At; h = 55.00 ft; OD14 = ODbott - ( DRED2 x (h - 42)) = 36.8940 in; At; h = 60.00 ft; OD15 = ODbott - ( DRED2 x (h - 42)) = 35.7724 in; At; h = 65.00 ft; OD16 = ODbott - ( DRED2 x (h - 42)) = 34.6509 in; At; h = 70.00 ft; OD 17 = ODbott - ( DRED2 x (h - 42)) = 33.5294 in; At; h = 75.00 ft; OD16 = ODbott - ( DRED2 x (h - 42)) = 32.4078 in; At; h = 80.00 ft; OD19 = ODbott - ( DRe02 x (h - 42)) = 31.2863 in; At; h = 85.00 ft; OD20 = ODbott - ( DRE02 x (h - 42)) 30.1647 in; Distributed Pole Wind Loads (a) +42.00' to +85.00' ; Pole force coefficient; CFP = 0. 79 , ;At+42..00'to+45.00'; W11 = qx(43.5/33ft)217x GHxCFPx(OD11+OD12)/2/12=52.80/bf/ft; At +45.00' to +50.00'; W12 = q x ( 47.5 / 33 ft )2/7 x GH x CFP x (OD 12 +OD13) / 2 / 12 = 52.921&/ ft; At +50.00' to +55.00' ; 217 W13 = q x (52.5133 ft) x GH x CFP x (OD 13 +OD 14) / 2 112 = 52.871bf / ft; At +55.00' to +60.00'; W14 = q x ( 57.5 / 33 ft )217 x GH x CFP x (OD 14 +OD15) / 2 112 = 52.631&/ ft; At +60.00' to +65.00'; W15 = q x (62.5133 ft )2,7 x GH x CFP x (OD15 +OD16) / 2 112 = 52.241&/ ft; At +65.00' to +70.00'; W16 = q x (67.5133 ft )217 x GH x CFP x (OD 16 +OD17) / 2 112 = 51.70/bf/ ft; At +70.00' to +75.00' ; W17 = q x ( 72.5 / 33 ft )217 x GH x CFP x (OD17 +OD16) 12 112 = 51.03 lbf / ft; ;At+75.00'to+80.00'; W16 = qx(77.5/33ft)217xGHxCFpx(OD16+OD19)/2 /12=50.24lbf/ft; At +80.00' to +85.00'; W19 = q x ( 82.5 / 33 ft )� x GH x CFP x (OD19 +OD20) / 2 112 = 49.35 lbf/ ft; I DAVIDSON E N G I N E E RI CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Seg Pole - Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services - Ken Taylor Sheet no. I rev. 296 Covered Bridge Road Rogue River, OR 97537 7 / 1 Calc. by Date AT&T WS Site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 Internet: www.tower-structures.com DWD 25 -June -01 Number coos Long 1210 34'28" Pole Properties (a) +42.00' wall thickness; tw2 = 0.4375 in; n = 12; sides ; At +42.00'; Roll = OD11 / 2 / cos(15) = 20.6072; Rill = (OD11- 2 x twat / 2 / cos(15) = 20.1542; ; Areas ; Ao11 =(112)x n x Ro112 x sin (2x15) =1273.9667 int ; A111= (1 / 2) x n x R1112 x sin (2x15) = 1218.580 int; ; net Area ; A11 = ((1 / 2) x n x R0112 x sin (2x15)) - ((1 / 2) x n x R1112 x sin (2x15)) = 55.387 int; ; ao11 = 2 x (OD11 / 2) x tan(15) = 10.6671 in; ; a111 = 2 x ((OD11 - 2,< twat/ 2) x tan(15) = 10.4326 in; ; Moments of Inertia; 1o11 = Ao11 x (6 x Roll - ao112) 124 = 129209.2660 in4 ; 1111 = A111 x (6 x R1112 - a1112) 124 = 118218.5601 in4 ; ; net Moment of Inertia; I11 = Io11 -1,11 = 10990.7059 in4 ; net Section Modulus; S11 = 111 /Roll = 533.3437 in ; ;Torsional Moment of Inertia; ,111 = 2 x 111 = 21981.4119 in4; Pole Properties C&- +45.00' wall thickness; tw2 = 0.4375 in; n = 12; sides ; At +45.0, Ro12 = OD12 / 2 / cos(15) = 20.2588; R112 = (OD12 - 2 x tw2) / 2 / cos(15) = 19.8059; ; Areas ; A012 = (1 / 2) x n x Ro122 x sin (2X15) = 1231.2619 int ; A112= (1 / 2) x n x R1122 x sin (2x15) = 1176.822 int; ; net Area ; Al2 = ( (1 / 2) x n x R0122 x sin (2x15)) - ( (1 / 2) x n x 81122 x sin (2x15)) = 54.440 int; ; ao12 = 2 x (OD12 / 2) x tan(15) = 10.4867 in ; ; a112 = 2 x ((OD12 - 2 x tw2)/ 2) x tan(15) = 10.2523 in; ; Moments of Inertia; 1012 = A012 x (6 x Ro122 - ao122) 124 = 120691.9717 in4 ; 1112 = A112 x (6 x R1122 - 21122) 124 = 110255.1789 in4 ; ;net Moment of Inertia; 112= 1012-1112 = 10436.7928 in4 ; net Section Modulus; S12 = 112 / Rol2 = 515.1723 in ; Torsional Moment of Inertia; J12 = 2 x 112 = 20873.5856 in4 ; Pole Properties (ED +50.00wall thickness; tw2 = 0.4375 in; n = 12; sides ; At +50.00'; R013 = OD13 / 2 / cos(15) = 19.6783; R113 = (OD13 - 2 x twat / 2 / cos(15) = 19.2254; ; Areas; A013 = (1 / 2) x n x Ro132 x sin (2x15) = 1161.7050 int ; A113= (1 / 2) x n x R1132 x sin (2x15) = 1108.843 int; ; net Area ; A13 = ( (1 / 2) x n x R0132 x sin (2x15)) - ((1 / 2) x n x R1132 x sin (2x15)) = 52.862 int; ; ao13 = 2 x (OD13 / 2) x tan(15) = 10.1862 in; ; a113 = 2 x ((OD13 - 2 x tw2)/ 2) x tan(15) = 9.9518 in; ; Moments of Inertia; 1013 = A013 x (6 x Ro132 - ao132) 124 = 107440.7996 in4 ; 1113 = A113 x (6 x R1132 - a1132) 124 = 97885.2879 in4 ; ;net Moment of Inertia; 113= 1013-1113 = 9555.5117 in4 ; net Section Modulus; S13 = 113 / RO13 = 485.5866 in ; ; Torsional Moment of Inertia; J13 = 2 x 113 = 19111.0233 in4 ; Pole Properties 0) +55.00' wall thickness; tw2 = 0.4375 in; n = 12; sides ; At +55.00; R014 = OD14 / 2 / cos(15) = 19.0977; R114 = (OD14 - 2 x tw2) / 2 / cos(15) = 18.6448: ; Areas; A014 = (1 / 2) x n x Ro142 x sin (2x15) = 1094.1703 int ; A114 = (1 / 2) x n x R1142 x sin (2x15) = 1042.886 int; ; net Area ; A14 = ((1 / 2) x n x R0142 x sin (2x15)) - ((1 / 2) x n x R1142 x sin (2x15)) = 51.285 in 2; ; ao14 = 2 x (OD14 / 2) x tan(15) = 9.8857 in; ; a114 = 2 x ((OD14 - 2 x t,2)12) x tan(15) = 9.6513 in; ; Moments of Inertia; 1014 = A014 x (6 x 80142 - ao14) 124 = 95311.9634 in4 ; 1114 = A114 x (6 x R1142 - a1142) 124 = 86586.6695 in4 ; net Moment of Inertia; 114 = 1014 -1114 = 8725.2939 in4 ; net Section Modulus; S14= 114 / Ro14 = 456.8759 in ; ; Torsional Moment of Inertia ; .114 = 2 x 114 = 17450.5878 in4 ; DAVIDSON E N G I N E E RI CIVIL I STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Se ed Pole - Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services - Ken Taylor Sheet no. / rev. 296 Covered Bridge Road 8 / 1 Rogue River, OR 97537 Calc. by Date AT&T WS Site o Lat 39 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 25 -June -01 Number C005 Long 1210 34' 2e" Internet: www.tower-structures.com Pole Properties (cD +60.00wall thickness; tw2 = 0.4375 in; n = 12; sides ; At +60.00; Ro15 = OD15 / 2 / cos(15) = 18.5172; Ri15 = (OD15 - 2 x tw2) / 2 / cos(15) = 18.0642; ; Areas; Ao15 = (1 / 2) x n x Ro152 x sin (2x15) =1028.6580 int ; A115 = (1 / 2) x n x 81152 x sin (2x15) = 978.951 int; ; net Area ; A15 = ((1 / 2) x n x Ro152 x sin (2x15)) - ( (1 / 2) x n x 81152 x sin (2x15)) = 49.707 int; ao15 = 2 x (OD15 / 2) x tan(15) = 9.5852 in; ; a115 = 2 x ((OD15 - 2 x twat/ 2) x tan(15) = 9.3507 in; Moments of Inertia; 1015 = A015 x (6 x Ro152 - ao152) 124 = 84240.2267 in4 ; 1115 = A115 x (6 x R1152 -a1152) 124 = 76295.6112 in4 net Moment of Inertia; 115 = 1015-1115 = 7944.6155 in4 ; net Section Modulus; S15= 115/Ro15 = 429.0402 in3 Torsional Moment of Inertia ; J15 = 2 x 115 = 15889.2311 in4 ; Pole Properties (cD +65.00' wall thickness; tw2 = 0.4375 in; n = 12; sides At +65.00; Ro16 = OD16 / 2 / cos(15) = 17.9366; R116 = (OD16 - 2 x tw2) / 2 / cos(15) = 17.4837; Areas; A016 = (1 / 2) x n x Ro162 x sin (2x15) = 965.1678 int ; A116 = (1 / 2) x n x R1162 x sin (2x15) = 917.039 int; ; net Area ; A16 = ((1 / 2) x n x Ro162 x sin (2x15)) - ((1/ 2) x n x R1162 x sin (2x15)) = 48.129 int; ; ao16 = 2x (OD16 / 2) x tan(15) = 9.2847 in; ; a116 = 2x ((0D16 - 2 x tw2)/ 2) x tan(15) = 9.0502 in; Moments of Inertia; 1016 = A016 x (6 x Ro162 - a0162) 124 = 74162.3065 in4 - 1116 = A116 x (6 x R1162 - a1162) 124 = 66950.3539 in4 ; net Moment of Inertia; 116 = 1016 -1116 = 7211.9525 in4 ; net Section Modulus; S16 = 116 / Ro16 = 402.0796 in ; Torsional Moment of Inertia ; .116 = 2 x 116 = 14423.9051 in4 ; Pole Properties (a. +70.00' wall thickness; tw3 = 0.4375 in; n = 12; sides; ;At+70.0'; Ro17=OD17/2/cos(15) = 17.3561; R117=(OD17-2xtw3)/2/cos(15) = 16.9031; ;Areas; A017 =(112)x n x Ro172 x sin (2x15) = 903.7000 int ; A117 = (1 1-2) x n x R1172 x sin (2x15) = 857.149 int; ; net Area ; A17 = ((1 / 2) x n x Ro172 x sin (2x15)) -.((112) x n x Rn 72 x sin (2x15)) = 46.551 int; ; ao17 = 2x (OD17 / 2) x tan(15) = 8.9842 in; ; a117 = 2 x ((OD17 - 2 x tw3)/ 2) x tan(15) = 8.7497 in; ;Moments of Inertia; 1017 = AO17 x (6 x Ro172 - ao172) 124 = 65016.8730 in4 ; 1117 = A117 x (6 x R1172 - a1172) 124 = 58491.0922 in4 ; ;net Moment of Inertia; /17= 1017-1117 = 6525.7809 in4 ; net Section Modulus; S17 = I17 / Ro17 = 375.9941 in ; Torsional Moment of Inertia; ./17 = 2 x 117 = 13051.5618 in4 ; Pole Properties (cD +75.00' wall thickness; tw3 = 0.4375 in; n = 12; sides ; At +75.0, Ro18 = OD18 / 2 / cos(15) = 16.7755, 8118 = (OD18 - 2 x tw3) / 2 / cos(15) = 16.3226; Areas; A018 = (1 / 2) x n x Ro182 x sin (2x15) = 844.2544 int ; A118 = P/ 2) x n x R1182 x sin (2x15) = 799.281 int; net Area ; A18 = ( (1 / 2) x n x R0182 x sin (2x15)) = ( (1 / 2) x n x R1182 x sin (2x15)) = 44.974 in 2; ao18 = 2 x (OD18 / 2) x tan(15) = 8.6836 in; ; a118 = 2 x ((OD18 - 2 x tw3)/ 2) x tan(15) = 8.4492 in; Moments of Inertia; 1o18 = Ao18 x (6 x Ro182 - ao182) / 24 = 56744.5503 in4 ; 1118 = A118 x (6 x R1182 - a1182) 124 = 50859.9737 in4 net Moment of Inertia; 118 = 1018 -1118 = 5884.5766 in4 ; net Section Modulus; S18 = 118 / Ro18 = 350.7835 in3 ; Torsional Moment of Inertia ; J18 = 2 x 118 = 11769.1531 in4; 0 DAVIDSON E N G I N E E RI NO CIVIL /STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Seg Ophir Road Site - Oroville, CA Pole — Project Number 411-01 Client: AT&T Wireless Services —Ken Taylor Sheet no. ! rev. 296 Covered Bridge Road Rogue River, OR 97537 9 / 1 Calc. by Date AT&T WS Site Lat 390 2748" Tel: (541) 582=8074 Fax: (541) 582-0072 Internet: www.tower-structures.com DWD 25 -June -01 Number C0 55 Long 1210 34' 28" Pole Properties (aD- +80.00' wall thickness; 63 = 0.4375 in; n = 12; sides At +80.0'; Roig=OD19/2/cos(15) = 16.1950; R119=(ODig-2xti,3)/2/cos(15) = 15.7420; Areas; Aoig = (1 / 2) x n x R0192 x sin (2x15) =786.831 int; A11g = (1 / 2) x n x R1192 x sin (2x15) = 743.435 int; net Area ; A19 = ( (1 / 2) x n x Roig2 x sin (2x15)) - ( (1 / 2) x n x R1192 x sin (2x15)) = 43.396 int; aoig = 2 x (OD19 / 2) x tan(15) = 8.3831 in; ; alis = 2x ((0D1g — 2 x tw3)/ 2) x tan(15) = 8.1487 in; Moments of Inertia; 1019 = A019 x (6 x Roig2 — ao192) 124 = 49287.9154 in4 ; big = Aiig x (6 x R1192 — a1192) 124 = 44001.0999 in4 ; ;net Moment of Inertia; /19= lois- his = 5286.8155 in4 ; net Section Modulus; Sts = 119 / Roig = 326.4480 in ; ; Torsional Moment of Inertia; Jig = 2 x 119 = 10573.6310 in4 ; Pole Properties (cb +85.00wall thickness; t.3 = 0. 43 75 in; n = 12; sides ; At +85.0'; R020 = OD20 / 2 / cos(15) = 15.6144; R120 = (OD20 — 2 x tw3) / 2 / cos(15) = 15.1615; Areas; A020 = (1 / 2) x n x R0202 x sin (2x15) = 731.4299 int ; A120 = (1 / 2) x n x R1202 x sin (2x15) = 689.612 int; net Area ; A20 = ( (1 / 2) x n x R02 2 x sin (2x15)) - ((1 / 2) x n x R1202 x sin (2x15)) = 41.818 int; a02O = 2 x (OD20 / 2) x tan(15) = 8.0826 in ; ; a120 = 2 x ((OD20 — 2 x tw3)/ 2) x tan(15) = 7.8482 in ; Moments of Inertia; 1020 = A020 x (6 x R0202 - a02O2) 124 = 42591.4992 in4 I 1120 = A120 x (6 x R1202 -a1202) 124 = 37860.5255 in4 ; ;net Moment of Inertia; 120= 1020-1120 = 4730.9737 in4 ; net Section Modulus; S20 = 120 / Ro20 = 302.9876 in ; ; Torsional Moment of Inertia ; J20 = 2 x 120 = 9461.9475 in4 ; DAVIDSON E N G I N E E RI CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Se Ophir Road Site - Oroville, CA ed Pole - Project Number 411-01 Client: AT&T Wireless Services - Ken Taylor Sheet no. / rev. 296 Covered Bridge Road OD26 = ODbott - ( DRED3 x (h - 85)) = 25.1838 in; ; At; h = 115.00 ft; OD27 = ODbott - ( DRED3 x (h - 85)) = 24.0625 in; ; At; h = 120.00 ft; OD28 = ODbott - ( DRED3 x (h - 85)) = 22.9413 in; ; At; h = 125.00 ft; OD29 = ODbott - ( DRE03 x (h - 85)) = 21.8200 in; 10 / 1 Rogue River, OR 97537 Calc. by Date AT&T WS Site o Lat 3927'48" Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 25 -June -01 Number C005 Long 1210 34'28" Internet: www.tower-structures.com POLE WIND LOADS lai +85.0' TO +125.00' AGL: ;Outside Pole Diameter (across flats); ODtop = 21.82 in; ODbott = 30.79 = 30.790 in ; Wall Thickness; TH3 = 0.25 in ; L3 = 40.00 ft ;Diameter reduction per foot of height; DRE03 = (ODb0H - ODtop) / L3 = 0.224250000 in / ft ; Pole_ Diameters A +85.00' to +125.00' (across flats) At; h = 85.00 ft; OD21 = ODbott - (DRED3 x (h - 85)) = 30.7900 in; At; h = 90.00 ft; OD22 = ODbon - ( DRED3 x (h - 85)) = 29.6688 in ; ; At; h = 95.00 ft; OD23 = ODbott - (DRED3 x (h - 85)) = 28.5475 in; ; At; h = 100.00 ft; OD24 = ODbott - ( DRED3 x (h - 85)) = 27.4263 in; ; At; h = 105.00 ft; OD25 = ODbott - ( DRED3 x (h - 85)) = 26.3050 in; ; At, h = 110.00 ft; OD26 = ODbott - ( DRED3 x (h - 85)) = 25.1838 in; ; At; h = 115.00 ft; OD27 = ODbott - ( DRED3 x (h - 85)) = 24.0625 in; ; At; h = 120.00 ft; OD28 = ODbott - ( DRED3 x (h - 85)) = 22.9413 in; ; At; h = 125.00 ft; OD29 = ODbott - ( DRE03 x (h - 85)) = 21.8200 in; Distributed Pole Wind Loads (a7 +85.00' to +125.00' ; Pole force coefficient; CFP = 0.79 ; At +85.00' to +90.00' ; W2 = q x ( 87.5 / 33 ft )y' x GH x CFP x (OD21 +OD22) / 2 / 12 = 49.37 /bf / ft ; At +90.00' to +95.00' ; W22 = q x ( 92.5 / 33 ft )v' x GH x CFP x (OD22 +OD23) / 2 / 12 = 48.30 /bf / ft; At +95.00' to +100.00'; W23 = q x (97.5133 ft )Z" x GH x CFP x (OD23 +OD24) 12 / 12 = 47.15 lbf / ft ; At +100.00' to +105.00'; W24 = q x ( 102.5133 ft )w x GH x CFP x (OD24 +OD25) 12 112 = 45.91 lbf / ft ; At +105.00' to +110.00'; W25 = q x ( 107.5133 ft )w x GH x CFP x (OD25 +OD26) 12 112 = 44.60 lbf/ ft ; At +110.00' to +115.00'; W26 = q x ( 112.5133 ft )y' x GH x CFP x (OD26 +OD27) 12 112 = 43.21 /bf / ft ; At +115.00' to +120.00'; W27 = q x ( 117.5133 ft )w x GH x CFP x (OD27 +OD28) 12 112 = 41.76 /bf / ft ; At +120.00' to +125.00'; W28 = q x ( 122.5133 ft )w x GH x CFP x (OD28 +OD29) 12 112 = 40.24 lbf/ ft ; J DAVIDSON E N G I N E E RI O CIVIL /STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Seg Ophir Road Site - Oroville, CPole - Project Number 411-01A Client: AT&T Wireless Services -Ken Taylor Sheet no. / rev. 296 Covered Bridge Road Rogue River, OR 97537 / 11 1 Calc. by Date AT&T WS Site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 Internet: www.tower-structures.com DWD 25 -June -01 Number C005 Long 1210 34'28" Pole Properties (a) +85.00wall thickness; tw3 = 0.25 in; n = 12; sides ; At +85.00; 8021= OD21 / 2 / cos(15) = 15.9381; R121 = (OD21- 2 x tW3) / 2 / cos(15) = 15.6793; ; Areas; A021 = (1 / 2) x n x R0212 x sin (2x15) = 762.0669 int; A121. = (1/ 2) x n x R1212 x sin (2x15) = 737.517 int; ; net Area ; A21 = ( (1 / 2) x n x R0212 x sin (2x15)) -((112) x n x R1212 x sin (2x15)) = 24.550 in 2; ;a021 = 2x (OD21 / 2) x tan(15) = 8.2502 in; ;a121 = 2x ((OD21 - 2 x tw3)/ 2) x tan(15) = 8.1162 in; Moments of Inertia; 1021 = A021 x (6 x R0212 - a0212) 124 = 46234.2381 in4 ; 1121 = A121 x (6 x R1212 - a1212) / 24 = 43303.4046 in4 ; net Moment of Inertia; 121= 1021- 1121 = 2930.8335 in4 ; net Section Modulus; S21 = 121 / R021 = 183.8888 in3 ; Torsional Moment of Inertia; ,121 = 2 x 121 = 5861.6670 in4 ; Pole.Properties (ED +90.00' wall thickness; tw3 = 0.25 in; n = 12; sides At +90.00; R022 = OD22 / 2 / cos(15) = 15.3577; R122 = (OD22 - 2 x tw3) / 2 / cos(15) = 15.0989; Areas; A022 = (1 / 2) x n x R0222 x sin (2x15) = 707.5746 int ; A122 = (1 / 2) x n x R1222 x sin (2x15) = 683.926 int; net Area ; A22 = ( (1 / 2) x n x R0222 x sin (2x15)) - ( (1 / 2) x n x R1222 x sin (2x15)) = 23.648 int; ;a022 = 2x (OD22 / 2) x tan(15) = 7.9497 in; ;a122 = 2x ((OD22 - 2 x tw3)/ 2) x tan(15) = 7.8157 in; Moments of Inertia; 1022 = A022 x (6 x R0222 - a0222) 124 = 39858.5913 in4 ; 1122 = A122 x (6 x 81222 - a1222) 124 = 37238.8467 in4 ; ;net Moment of Inertia; 122= 1022-1122 = 2619.7446 in'; net Section Modulus; S22 = 122 / RO22 = 170.5821 in ; ; Torsional Moment of Inertia ; ,122 = 2 x 122 = 5239.4892 in4 ; Pole Properties (a7 +95.00' wall thickness; tw3 = 0.25 in; n = 12; sides ; At +95.00; R023 = OD23 / 2 / cos(15) = 14.7773; 8123 = (OD23 - 2 x tw3) / 2 / cos(15) = 14.5185; ;Areas; A023 =(I/ 2) x n x R0232 x sin (2x15) = 655.1034 int ; A123 = (1 / 2) x n x 81232 x sin (2x15) = 632.357 int; ; net Area ; A23 = ( (1 / 2) x n x R0232 x sin (2x15)) - ( (1 / 2) x n x R1232 x sin (2x15)) = 22.747 int; ; a023 = 2 x (OD23 / 2) x tan(15) = 7.6493 in ; ; a123 = 2 x ((OD23 - 2 x 1w3)/ 2) x tan(15) = 7.5153 in ; ; Moments of Inertia; 1023 = A023 x (6 x R023 - a0232) 124 = 34166.2470 in4 ; 1123 = A123 x (6 x R123 2 - a1232) 124 = 31834.7597 in4 ; ;net Moment of Inertia; 123= 1023-1123 = 2331.4873 in4 ; net Section Modulus; S23= 123 / RO23 = 157.7752 in ; ; Torsional Moment of Inertia; ,123 = 2 x 123 = 4662.9745 in4 ; Pole Properties (W +100.00' wall thickness; tw3 = 0.25 in; n = 12; sides ; At +100.00; Roza = OD24 / 2 / cos(15) = 14.1969; 8124 = (OD24 - 2 x tW3) / 2 / cos(15) = 13.9381; ; Areas; A024 = (1 / 2) x n x R0242 x sin (2x15) =604.653 int ; A124= (1 / 2) x n x R1242 x sin (2x15) = 582.808 int; ; net Area ; A24 = ( (1 / 2) x n x R0242 x sin (2x15)) - ((1/ 2) x n x R1242 x sin (2x15)) = 21.846 int; ; a024 = 2 x (OD24 / 2) x tan(15) = 7.3488 in ; ; a124 = 2 x ((OD24 - 2 x tW3)/ 2) x tan(15) = 7.2149 in ; ; Moments of Inertia; 1024 = A024 x (6 x R0242 - a0242) 124 = 29106.5459 in! ; 1124 = A124 x (6 x R1242 - a1242) 124 = 27041.3547 in4 ; ; net Moment of Inertia; 124 = 1024 -1124 = 2065.1913 in4 ; net Section Modulus; S24 = 124 / R024 = 145.4681 in ; Torsional Moment of Inertia; ,124 = 2 x 124 = 4130.3826 in4 ; DAVIDSON E N G I N E E RIS CIVIL I STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Se&ed_ Ophir Road Site - Oroville, CA Pole - Project Number 411-01 Client: AT&T Wireless Services -Ken Taylor Sheet no. / rev. 296 Covered Bridge Road 12 / 1 Rogue River, OR 97537 Calc. by Date AT&T ws site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 25 -June -01 Number C005 Long 1210 34'28" Internet: www.tower-structures.com Pole Properties (@ +105.00wall thickness; tW3 = 0.25 in; n = 12; sides ; At +105.00,- R025 = OD25 / 2 / cos(15) = 13.6165; R125 = (OD25 - 2 x tw3) / 2 / cos(15) = 13.3577; ; Areas; A025 = (1 / 2) x n x R0252 x sin (2x15) = 556.2248 in2 ; A125 = (1 / 2) x n x R1252 x sin (2x15) = 535.281 in2; ; net Area; A25 = ( (1 / 2) x n x R025 x sin (2x15)) - ( (1 / 2) x n x R1252 x sin (2x15)) = 20.944 in2; ; a025 = 2 x (OD25 / 2) x tan(15) = 7.0484 in ; ; a125 = 2 x ((OD25 - 2 x tw3)/ 2) x tan(15) = 6.9144 in ; ; Moments of Inertia; 1025 = A025 x (6 x R0252 - a0252) 124 = 24630.7805 in° ; 1125 = A125 x (6 x R1252 - a1252) / 24 = 22810.7940 in ; ;net Moment of Inertia; 125= 1025-1125 = 1819.9865 in° ; net Section Modulus; S25 = 125 / R025 = 133.6607 in ; ; Torsional Moment of Inertia ; J25 = 2 x 125 = 3639.9729 in° ; Pole Properties (a) +110.00' wall thickness; tw3 = 0.25 in; n = 12; sides; At +110.0,- R026 = OD26 / 2 / cos(15) = 13.0361; R126 = (OD26 - 2 x tw3) / 2 / cos(15) = 12.7772; Areas; A026 = (1 / 2) x n x R0262 x sin (2x15) =509.817 in2 ; A126 = (1 / 2) x n x R1262 x sin (2x15) = 489.774 in2; net Area ; A26 = ( (1 / 2) x n x R026 x sin (2x15)) - ((1 / 2) x n x R1262 x sin (2x15)) = 20.043 in2; a026 = 2 x (OD26 / 2) x tan(15) = 6.7480 in; ; a126 = 2 x ((OD26 - 2 x tw3)/ 2) x tan(15) = 6.6140 in ; Moments of Inertia; /026 = A 02 x (6 x R026 - a0262) 124 = 20692.1943 in° ; 1126 = A126 x (6 x R1262 - a1262) 124 = 19097.1916 in° ; net Moment of Inertia; 126= 1026-1126 = 1595.0026 in° ; net Section Modulus; S26 = 126 / Ro26 = 122.3530 in ; Torsional Moment of Inertia; J26 = 2 x 126 = 3190.0053 in° ; Pole Properties (a7 +115.00' wall thickness; t,,3 = 0.25 in; n = 12; sides ; At +115.0'; R027 = OD27 / 2 / cos(15) = 12.4557; R127 = (OD27 - 2 x tw3) / 2 / cos(15) = 12.1968; ; Areas; A027 = (1 / 2) x n x R0272 x sin (2x15) = 465.4309 in2; A127 = (1 / 2) x n x R1272 x sin (2x15) = 446.289 in2; ; net Area ; A27 = ( (1 / 2) x n x R0272 x sin (2x15)) - ( (1 / 2) x n x 81272 x sin (2x15)) = 19.142 in2; ; a027 = 2 x (OD27 / 2) x tan(15) = 6.4475 in ; ; a127 = 2 x ((OD27 - 2 x tw3)/ 2) x tan(15) = 6.3136 in; ; Moments of Inertia; ' 1027 = A027 x (6 x R0272 - a0272) 124 = 17245.9823 in ; 1127 = A127 x (6 x 81272 -a1272) 124 = 15856.6127 in° ;net Moment of Inertia; 127= 1027-1127 = 1389.3696 in° ; net Section Modulus; S27 = 127 / RO27 = 111.5452 in ; ; Torsional Moment of Inertia; ./27 = 2 x 127 = 2778.7392 in ; Pole Properties (cD +120.00' wall thickness; tw3 = 0.25 in; n = 12; sides ; At +120.0; R028 = OD28 / 2 / cos(15) = 11.8753; R128 = (OD28 - 2 x t.3) / 2 / cos(15) = 11.6164; ; Areas ; A028 = (1/ 2) x n x R0282 x sin (2x15) = 423.0657 in2; A128 = (1 / 2) x n x R1282 x sin (2x15) = 404.825 in2; net Area ; A28 = ( (1 / 2) x n x R0282 x sin (2x15)) - ( (1 / 2) x n x R1282 x sin (2x15)) = 18.240 in2; a028 = 2 x (OD28 / 2) x tan(15) = 6.1471 in; ; a128 = 2 x ((OD28 - 2 x tw3)/ 2) x tan(15) = 6.0131 in; Moments of Inertia; 1028 = A028 x (6 x R0282 - a0282) 124 = 14249.2911 in° ; 1128 = A128 x (6 x R1282 - a1282) 124 = 13047.0740 in° ; ;net Moment of Inertia; 128= 1028-1128 = 1202.2172 in ; net Section Modulus; S28 = 128 / RO28 = 101.2371 in ; ;Torsional Moment of Inertia; ,128 = 2 x 128 = 2404.4343 in° ; r DAVIDSON E N G I N E E RI CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Seg Pole — Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services — Ken Taylor Sheet no. / rev. 296 Covered Bridge Road Rogue River, OR 97537 13 / 1 Calc. by Date AT&T WS Slte Lat 390 27'48" Tel: (547) 582-8074 Fax: (541) 582-0072 Internet: www.tower-structures.com DWD 25 -June -01 Number C005 Long 1210 34'28" Pole Properties (a) +125.00' wall thickness; t,N3 = 0.25 in; n = 12; sides ; At +125.0'; R029 = OD29 / 2 / cos(15) = 11.2949; RI29 = (OD29 — 2 x tW3) / 2 / cos(15) = 11.0360; ;Areas; A029 = (1 / 2) x n x Rp292 x sin (2x15) = 382.7218 int ; A129 = (1 / 2) x n x 81292 x sin (2x15) = 365.383 int; net Area ; A29 = ( (1 / 2) x n x R029 x sin (2x15)) - ( (1 / 2) x n x R1292 x sin (2x15)) = 17.339 int; a029 = 2 x (OD29 / 2) x tan(15) = 5.8467 in ; ; a129 = 2 x ((OD29 — 2 x tw3)/ 2) x tan(15) = 5.7127 in Moments of Inertia; /029 = A029 x (6 x R029 - a0292) 124 = 11661.2185 in4 ; 1129 = A129 x (6 x RI292 - a1292) / 24 = 10628.5434 in° ; net Moment of Inertia; 129 = 1029 -1129 = 1032.6751 in ; net Section Modulus; S29 = 129 / R029 = 91.4287 in ; Torsional Moment of Inertia; J29 = 2 x 129 = 2065.3503 in ; DAVIDSON E N G I N E E RI CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Seated Ophir Road Site - Oroville, CA Pole - Project Number 411-01 Client: AT&T Wireless Services — Ken Taylor Sheet no. / rev. 296 Covered Bridge Road 14 / 1 Rogue River, OR 97537 Calc. by Date AT&T WS Slte o Lat 39 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 25 -June -01 Number C005Long 1210 34'28" Internet: www.tower-structures.com Antenna -Wind and.Dead Loads AMPS Platform Ca) +127.00' Wind and Dead Loads Provide future capability of converting 3 each DB806 antennas to 15 each DB8331834 R -F panel antennas; Area of AMPS Platform with 15 antennas and molded radome; AAMPS = 12.0 ft x 3.75 ft = 45.00 fe; ; use; CFp = 2.4 ; for triangular shape of platform ; PAMPs = q x ( 127 / 33 ft )217 x GH x CFp x AAMPs = 29801bf ; ; DLAMPs = 2000 lbf ; Antenna Dead Loads; DLant = 15 x 30 /bf = 450 Ibf,' 12_each Swedcom SCI 00-13Din Danel.antennas Cad +110' Wind and Dead Load ; Panel Dimensions; H = 86.0 in; W = 6.0 in ; D = 8.5 in ; ; Panel Antenna Area; ApAN = H x D / 144 = 5.08 ft' ;Antenna Top Elevation; tPAN = 113.5833 ft ;Antenna Bottom Elevation; bPAN = 106.4167 ft ;Average Antenna Height; ZpAN = (tPAN + bPAN) / 2 = 110.00 ft ;Antenna Height Coefficient; KZPAN = (ZPAN / 33 ft )ti' = 1.4106 ; Antenna Shape Factor Force Coefficient; CFPAN = 3.2 ; ( for 3 antennas on 3 faces including mounts ) PPAN = Q x KZPAN x GH x CFPAN x 3 x ApAN = 1291 tbf ; ;Antenna and Mount Dead Load; DLpAN = 12 x 36 Ibf + 650 Ibf = 1082 Ibf ; ;Torsion; TpAN = PPAN x 0.0 in = 0 ; Ibf-in ; 6_Foot.Diameter Solid MW Dish alb +35' with Dlanar radome Wind and Dead Load ; Dish Diameter; D = 6.0 ft 6 Foot Dish Area; AMw = rr / 4 x DZ = 28.27 ftz Antenna Top Elevation; tMw = 38.0 ft ; Antenna Bottom Elevation; bMw = 32.0 ft ;Average Antenna Height; ZMw = (tMw + bMw) / 2 = 35.00 ft ;Antenna Height Coefficient; KzMw = ( ZMw / 33 ft )w = 1.0170 ; Antenna Shape Factor Force Coefficient; CFMw = 1.72 , PMw = Q x KZMw X GH x CFMw x AMw = 929 Ibf ; ; Antenna and Mount Dead Load; DLAM, = 6.5 ft x 10.8 Ibf /ft + 25 Ibf + 281 Ibf = 376 /bf ;Torsion; TMW = PMw x 35.0 in = 32502 ; Ibf-in DAVIDSON E N G I N E E RI O CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Seg Pole - Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services —Ken Taylor Sheet no. / rev. 296 Covered Bridge Road Rogue River, OR 97537 / 15 1 Calc. by Date AT&T WS Site Lat 390 27'48" Tel: (541) 582=8074 Fax: (541) 582-0072 Internet: www.tower-structures.com DWD 25=June-01 Number COOS Long 1210 34'28" 6 Foot Diameter Solid MW Dish A +50' with molded radome Wind and Dead Load ;Dish Diameter; D = 6.0 ft 6 Foot Dish Area; AMw = 7r / 4 x D = 28.27 ft' Antenna Top Elevation; tmw = 53.0 ft ; Antenna Bottom Elevation; bMw = 47.0 It ;Average Antenna Height; zMW = (tMW + bMW) / 2 = 50.00 ft Antenna Height Coefficient; Kzmw = (zMw/ 33 ft)27 = 1.1261 Antenna Shape Factor Force Coefficient; CFMW = 1.72 PMW = Q X KZMW X GH X CFMW x AMw = 1028 Ibf ; Antenna and Mount Dead Load; DLAM, = 6.5 It x 10.8 Ibf / ft + 25 Ibf + 281 Ibf = 376 Ibf ; Torsion; TMw = PMw x 35.0 in = 35989 ; Ibf-in ; DAV I DSO N E N G I N E E RI CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Seleted Ophir Road Site - Oroville, CA Pole — Project Number 411-01 Client: AT&T Wireless Services — Ken Taylor Sheet no. / rev. 296 Covered Bridge Road 16 / 1 Rogue River, OR 97537 Calc. by Date AT&T WS Site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582=0072 DWD 25 -June -01 Number Coos Long 1210 34' 28" Internet: www.tower-structures.com Pole Design. (Strength Design -- 80 MPH basic wind speed) OTMo = 11726.382 ; kip - in ; Vo = 12.295 kips ; OTM42 = 6152.680 ; kip - in ; V3o = 9.272 kips ; OTM85 = 2347.017 ; kip - in ; V85 = 6.147 kips ; OTM125 = 73.350 ; kip - in ; V125 = 3:056 kips ; Bottom. Pole Section Design at +0.0'; w = 12.929 in; t = 0.4375 in; Fy = 36 ksi, SR = (w / t) x (Fy)112 = 177.31; < 240; Section is compact; Use; Fb = 0.60 x Fy; So = 788.007 in ; bending stress at +0.0'; fbo = OTMo / So = 14.881 kips / in2 ; < ; Fb = 36.0 x 0.60 x 4/3 = 28.80 kips / in2 ; S42 = 506.608 in ; bending stress at +42.0; fb42 = OTM42 / S42 = 12.145 kips / in2 ; < ;Fb = 36.0 x 0.60 x 4/3 = 28.80 kips / in2 ; Wall thickness may be as thin as 5/16" and tubular pole section would still be adequate; Middle Pole Section Design ; at +42'; w = 10.667 in; t = 0.4375 in; Fy = 36 ksi; SR = (w / t) x (F,)'/2 = 146.29; < 240; Section is compact; Use; Fb = 0.60 x Fy; ; S42 = 533.344 in'; bending stress at +42'; fb42 = OTM42 / S42 = 11.536 kips / in2 ; < ;Fb = 36.0 x 0.60 x 4/3 = 28.80 kips / in2 ; ; S85 = 302.988 in ; bending stress at +85'; fb85 = OTM85 / S85 = 7.746 kips / in2 ; < ; Fb = 36.0 x 0.60 x 4/3 = 28.80 kips / in2 ; ; Wall thickness may be as thin as 5/16" and tubular pole section would still be adequate; Upper Pole Section Design at +42'; w = 8.25 in; t = 0.25 in; Fy = 36 ksi; SR = (w / t) x (Fy)"2= 198.00; < 240; Section is compact; Use; Fb = 0.60 x Fy; Sas = 183.889 in' ; bending stress at +85'; fb85 = OTM85 / S85 = 12.763 kips / in2 ; < ; Fb = 36.0 x 0.60 x 4/3 = 28.80 kips / in2 ; S125 = 91.429 in ; bending stress at +125'; fb 125 = OTM125 / S125 = 0.802 kips / in2 ; < ; Fb = 36.0 x 0.60 x 4/3 = 28.80 kips / in2 ; Strength of pole sections exceed required bending strength by factor of approximately 2 or more even when 36 ksi material is assumed at 80 MPH basic wind speed Therefore, pole is adequate thru-out DAVIDSON E N G I N E E RI * CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Seg 0Pole - Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services — Ken Taylor Sheet no. / rev. 296 Covered Bridge Road Rogue River, OR 97537 17 1 Calc. by Date AT&T WS Site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 Internet: www.tower-structures.com DWD 25 -June -01 Number C005 Long 1210 34'28" Check Pole Deflections aC) 50 MPH basic wind speed Tower Nodal Rotations ; Node 8 @ +35'; h = 0.192 degrees ; 6 foot diameter MW dish ; Node 12 @ +50'; ItI12 = 0.273 degrees ; 6 foot diameter MW dish Dish Frequencies ; Node 8: 6 ft MW dish frequency; F13 is unknown ; Node 12: 6 ft MW dish frequency; F21 is unknown ; From Nomograph Figure C3 on page 75 of EIA 222-F; ;Maximum permissible 6 foot diameter dish frequency is > 30.0 GHz at 412 = 0.273 degrees; Antenna frequencies may be greater than 30.0 GHz and still remain operational at 50 MPH basic wind speed DAVIDSON ENGINEER* CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Sued Pole — Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services — Ken Taylor Sheet no. / rev. 296 Covered Bridge.Road 18 / 1 Rogue River, OR 97537 Calc. by Date AT&T WS Site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 25 -June -01 Number C005 Long 1210 34'28" Internet: www.tower-structures.com Qualitative Check of Existing Foundations Existing foundation diameter and depth are unknown insofar as no documentation can be found with regard to the existing pole or foundation construction. However, the existing pole is only stressed to approximately 50 percent of its allowable stress (even assuming a very low yield stress for the steel material). Ordinarily, the supporting foundation structure is designed to develop the full bending capacity of the pole with a significantly larger factor of safety used in the design of the foundation than would exist in the pole under the same environmental load condition. Therefore, based on the very low level of pole bending stress found in this analysis, it is extremely likely that the supporting foundation structure is adequate for safe resistance to the applied loads. Hence, existing foundation is OK by Qualitative analysis (Factor of Safety of foundation is very likely greater than 3 under the applied loads) Review Existing 125 foot Tall Ted Segmental Steel Communications Pol®Ophir Road Site - Oroville, CA Friday, June 29, 2001 Page 1 of 6 Multiframe4D Version 7.51 DE 125ft Pole OphirRd OrovilleCA AT&T 411-01-1 Project Details Title: Review (E) 125 ft Tapered Steel Pole Client: AT&T Wireless Services - Mr. Ken Taylor Site: Site Coo5 (AWS Ophir Road Site) Building: 125 ft tall Steel Monopole of unknown manufacture Description: 83 Bronson Court, Oroville, CA Design Details Job ID: 411-01 Version: 1 Company: DAVIDSON ENGINEERING Designed by: DWD Checked by: DWD Notes: Butte County requires minimum 75 MPH basic wind speed, but AT&T requires 80 MPH Joint Coordinates (in) Joint Label x y z Type 1 Base 0.0000 0.0000 0.0000 Rigid 2 5' 0.0000 60.0000 0.0000 Rigid 3 90.0000 0.0000 120.0000 0.0000 Rigid 4 15' 0.0000 180.0000 0.0000 Rigid 5 5 0.0000 240.0000 0.0000 Rigid 6 25' 0.0000 300.0000 0.0000 Rigid 7 25'-35' 0.0000 360.0000 0.0000 Rigid 8 35' 0.0000 420.0000 0.0000 Rigid 9 0.0000 0.0000 480.0000 0.0000 Rigid 10 42' 0.0000 504.0000 0.0000 Rigid 11 45' 0.0000 545.7325 0.0000 Rigid 12 50' 0.0000 600.0000 0.0000 Rigid 13 55' 0.0000 660.0000 0.0000 Rigid 14 50'-55' 0.0000 720.0000 0.0000 Rigid 15 65' 0.0000 780.0000 0.0000 Rigid 16 0.0000 0.0000 839.9999 0.0000 Rigid 17 75' 0.0000 900.0000 0.0000 Rigid 18 60.0000 0.0000 960.0000 0.0000 Rigid 19 85' 0.0000 1020.0000 0.0000 Rigid 20 17' 0.0000 1080.0000 0.0000 Rigid 21 95' 0.0000 1140.0000 0.0000 Rigid 22 19 0.0000 1200.0000 0.0000 Rigid 23 105' 0.0000 1260.0000 0.0000 Rigid 24 110' 0.0000 1320.0001 0.0000 Rigid 25 115' 0.0000 1380.0001 0.0000 Rigid 26 120' 0.0000 1440.0000 0.0000 Rigid 27 125' 0.0000 1500.0000 0.0000 Rigid 28 127' 0.0000 1524.0000 0.0000 Rigid Member Geometry (in,deg) Member Label Jointl Joint2 Length Slope Orient. 1 0'-5' 1 2 60.0000 90.0000 0.0000 2 5'-15' 2 3 60.0000 90.0000 0.0000 3 5'-15' 3 4 60.0000 90.0000 0.0000 4 15'-25' 4 5 60.0000 90.0000 0.0000 5 15'-25' 5 6 60.0000 90.0000 0.0000 6 25'-35' 6 7 60.0000 90.0000 0.0000 7 25'-35' 7 8 60.0000 90.0000 0.0000 8 35'-42' 8 9 60.0000 90.0000 0.0000 9 35'-42' 9 10 24.0000 90.0000 0.0000 10 42'-45' 10 11 41.7325 90.0000 0.0000 11 45'-50' 11 12 54.2675 90.0000 0.0000 12 50'-55' 12 13 60.0000 90.0000 0.0000 13 55'-65' 13 14 60.0000 90.0000 0.0000 14 55'-65' 14 15 60.0000 90.0000 0.0000 15 65'-75' 15 16 60.0000 90.0000 0.0000 16 65'-75' 16 17 60.0000 90.0000 0.0000 17 75'-85' 17' 18 60.0000 90.0000 0.0000 18 75'-85' 18 19 60.0000 90.0000 0.0000 19 19 20 60.0000 90.0000 0.0000 20 20 21 60.0000 90.0000 0.0000 21 21 22 60.0000 90.0000 0.0000 22 22 23 60.0000 90.0000 0.0000 23 23 24 60.0001 90.0000 0.0000 24 110'-115' 24 25 60.0000 90.0000 0.0000 Multiframe Summary I Review Existing 125 Friday, June 29, 2001 Multiframe4D Version 7.51 25 26 27 foot Tall Ted Segmental Steel Communications Pol1*Ophir Road Site - Oroville, CA Page 2 of 6 DE 125ft Pole OphirRd OrovilleCA AT&T 411-01-1 25 26 60.0000 90.0000 0.0000 26 27 60.0000 90.0000 0.0000 27 28 24.0000 90.'0000 0.0000 Member Types 1 0'-5' Custom3 Po12 48.25"x7/16" 2 5'-15' Member Label fdx' sy Oz' Member Type Self weight 1 0'-5' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 2 5'-15' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 3 5'-15' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 4 15'-25' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 5 15'-25' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 6 25'-35' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 7 25'-35' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 8 35'-42' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 9 35'-42' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 10 42'-45' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 11 45'-50' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 12 50'-55' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 13 55'-65' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 14 55'-65' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 15 65'-75' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 16 65'-75' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 17 75'-85' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 18 75'-85' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 19 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 20 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 21 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 22 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 23 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 24 110'-115' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 25 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 26 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 27 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic Member Sections Member Label Group Section 1 0'-5' Custom3 Po12 48.25"x7/16" 2 5'-15' Custom3 Po12 46"x7/16" 3 5'-15' Custom3 Po12 46"x7/16" 4 15'-25' Custom3 Po12 43.75"x7/16" 5 15'-25' Custom3 Po12 43.75"x7/16" 6 25'-35' Custom3 Po12 41.5"x7/16" 7 25'-35' Custom3 Po12 41.5"x7/16" 8 35'-42' Custom3 Po12 39.265"x7/16" 9 35'-42' Custom3 Po12 39.265"x7/16" 10 42'-45' Custom3 Po12 39.265"x7/16" 11 45'-50' Custom3 Po12 38.02"x7/16" 12 50'-55' Custom3 Po12 38.02"x.7/16" 13 55'-65' Custom3 Po12 35.77"x7/16" 14 55'-65' Custom3 Po12 35.77"x7/16" 15 65'-75' Custom3 Po12 33.53"x7/16" 16 65'-75' Custom3 Po12 33.53"x7/16" 17 75'-85' Custom3 Po12 31.29"x.7/16" 18 75'-85' Custom3 Po12 31.29"x.7/16" 19 Custom3 Po12 29.67"xl/4" 20 Custom3 Po12 29.67"xl/4" 21 Custom3 Po12 27.43"xl/4" 22 Custom3 Po12 27.43"xl/4" 23 Custom3 Po12 25.18"xl/4" 24 110'-115' Custom3 Po12 25.18"xl/4" 25 Custom3 Po12 22.94"xl/4" 26 Custom3 Po12 22.94"xl/4" 27 Custom3 Po12 21.82"xl/4" Section Properties Section A Ix Iy J E G in^2 in^4 in^4 in^4 psi psi 012 48.25"x7/16" 67.2632 19679.5570 19679.5570 39359.1141 2.9501e+007 1.1400e+007 Po12 46"x7/16" 64.1040 17034.7510 17034.7510 34069.5019 2.9501e+007 1.1400e+007 012 43.75"x7/16" 60.9438 14637.9267 14637.9267 29274.8535 2.9501e+007 1.1400e+007 Po12 41.5"x7/16" 57.7836 12477.0851 12477.0851 24954.1703 2.9501e+007 1.1400e+007 12 39.265"x7/16" 54.6234 10540.2272 10540.2272 21079.4544 2.9501e+007 1.1400e+007 Multiframe Summary Review Existing 125 foot Talled Segmental To Steel Communications PoOphir Road Site - Oroville, CA Friday, June 29, 2001 1 0'-5' Wx' Uniform - - -19.0546 - Page 3 of 6 Multiframe4D Version 7.51 Wx' Uniform - - -18.1597 - DE 125ft Pole OphirRd OrovilleCA AT&T 411-01-1 012 38.02"x7/16" 52.8653 9555.2994 9555.2994 19109.5988 2.9501e+007 1.1400e+007 012 35.77"x7/16" 49.7101 7944.4175 7944.4175 15887.8351 1.1400e+007 2.9501e+007 012 33.53"x7/16" 46.5539 6525.5215 6525.5215 13051.0431 2.9501e+007 1.1400e+007 12 31.29"x.7/16" 43.3987 5286.6124 5286.6124 10573.2247 2.9501e+007 1.1400e+007 Po12 29.67"xl/4" 23.6495 2619.8079 2619.8079 5239.1159 2.9501e+007 1.1400e+007 Po12 27.43"xl/4" 21.8474 2064.8486 2064.8486 4129.6972 2.9501e+007 1.1400e+007 Po12 25.18"xl/4" 20.0443 1594.8831 1594.8831 3189.7661 2.9501e+007 1.1400e+007 Po12 22.94"xl/4" 18.2412 1202.1318 1202.1318 2404.2536 2.9501e+007 1.1400e+007 Po12 21.82"xl/4" 17.3401 1032.9243 1032.9243 2064.8486 2.9501e+007 1.1400e+007 Total Mass (lb) 18728.8263 Joint Restraints and Prescribed Displacements (in,deg) Joint Label Joint Axes dx dy dz Ox Oy Oz 1 Base Local 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 There are no springs Joint Loads(lbf,lbf-in) TL +X BOMPH Joint Label Load Mag 28127' Px 2980.0000 24110' Px 1291.0000 835' Px 929.0000 1250' Px 1028.0000 835' My 32501.9998 1250' My 35988.9998 2195' Py -78.0000 28127' Py -2450.0001 24110' Py -1082.0000 1250' Py -476.0000 835' Py -52'6.0000 There are no prescribed joint displacements in TL +X 80MPH Member Loads (lbf,lb£-in) TL +X BOMPH Member Label Load Shape Left Dist Right Dist Left Mag Right Mag 1 0'-5' Wx' Uniform - - -19.0546 - 2 5'-15' Wx' Uniform - - -18.1597 - 3 5'-15' Wx' Uniform - - -18.1597 - 4 15'-25' Wx' Uniform - - -17.2648 - 5 15'-25' Wx' Uniform - - -17.2648 - 6 25'-35' Wx' Uniform - - -16.3690 - 7 25'-35' Wx' Uniform - - -16.3690 - 8 35'-42' Wx' Uniform - - -15.4740 - 9 35'-42' Wx' Uniform - - -15.4740 - 10 42'-45' Wx' Uniform - - -15.4740 - 11 45'-50' Wx' Uniform - - -14.9759 - 12 50'-55' Wx' Uniform - - -14.9759 - 13 55'-65' Wx' Uniform - - -14.0818 - 14 55'-65' Wx' Uniform - - -14.0818 - 15 65'-75' Wx' Uniform - - -13.1877 - 16 65'-75' Wx' Uniform - - -13.1877 - 17 75'-85' Wx' Uniform - - -12.2945 - 18 75'-85' Wx' Uniform - - -12.2945 - 19 Wx' Uniform - - -6.6995 - 20 Wx' Uniform - - -6.6995 - 21 Wx' Uniform - - -6.1890 - 22 Wx' Uniform - - -6.1890 - 23 Wx' Uniform - - -5.6782 - 24 110'-115' Wx' Uniform - - -5.6782 - 25 Wx' Uniform - - -5.1678 - 26 Wx' Uniform - - -5.1678 - 27 Wx' Uniform - - -4.9122 - 1 0'-5' Wx Uniform - - 4.9125 - 2 5'-15' Wx Uniform - - 4.7967 - 3 5'-15' Wx Uniform - - 4.6808 - 4 15'-25' Wx Uniform - - 4.5650 - 5 15'-25' Wx Uniform - - 4.4500 Multiframe Summary Review Existing 125 foot TallTed Segmental Steel Communications PolisOphir Road Site - Oroville, CA Friday, June 29, 2001 Page 4 of 6 Multiframe4D Version 7.51 DE 125ft Pole OphirRd OrovilleCA AT&T 411-01-1 6 25'-35' Wx Uniform - - 4.3342 - 7 25'-35' Wx Uniform - - 4.2183 - 8 35'-42' Wx Uniform - - 4.2550 - 9 35'-42' Wx Uniform - - 4,2792 - 10 42'-45' Wx Uniform - - 4.4000 - 11 45'-50' Wx Uniform - - 4.4100 - 12 50'-55' Wx Uniform - - 4.4058 - 13 55'-65' Wx Uniform - - 4.3858 - 14 55'-65' Wx Uniform - - 4.3533 - 15 65'-75' Wx Uniform - - 4.3083 - 16 65'-75' Wx Uniform - - 4.2525 - 17 75'-85' Wx Uniform - - 4.1867 - 18 75'-85' Wx Uniform - - 4.1125 - 19 (P-d,P-D) Wx Uniform - - 4.1142 - 20 0.0005 Wx Uniform - - 4.0250 - 21 (P-d,P-D) Wx Uniform - - 3.9292 - 22 0.0011 Wx Uniform - - 3.8258 - 23 (P-d,P-D) Wx Uniform - -. 3.7167 - 24 110'-115' Wx Uniform - - 3.6008 - 25 (P-d,P-D) Wx Uniform - - 3.4800 - 26 0.0024 Wx Uniform - - 3.3533 - 1 0'-5' Wy Uniform - - -1.2083 - 2 5'-15' Wy Uniform - - -1.2083 - 3 5'-15' Wy Uniform - - -1.2083 - 4 15'-25' Wy Uniform - - -1.2083 - 5 15'-25' Wy Uniform - - -1.2083 - 6 25'-35' Wy Uniform - - -1.2083 - 7 25'-35' Wy Uniform - - -1.2083 - 8 35'-42' Wy Uniform - - -1.2083 - 9 35'-42' Wy Uniform - - -1.2083 - 10 42'-45' Wy Uniform - - -1.2083 - 11 45'-50' Wy Uniform - - -1.2083 - 12 50'-55' Wy Uniform - - -1.2083 - 13 55'-65' Wy Uniform - - -1.2083 - 14 55'-65' Wy Uniform - - -1.2083 - 15 65'-75' Wy Uniform - - -1.2083 - 16 65'-75' Wy Uniform - - -1.2083 - 17 75'-85' Wy Uniform - - -1.2083 - 18 75'-85' Wy Uniform - - -1.2083 - 19 (P-d,P-D) Wy Uniform - - -1.2083 - 20 0.0064 Wy Uniform - - -1.2083 - 21 Wy Uniform - - -1.2083 - 22 Wy Uniform - - -1.2083 - 23 Wy Uniform - - -1.2083 - 24 110'-115' Wy Uniform - - -0.6250 - 25 Wy Uniform - - -0.6250 - 26 Wy Uniform - - -0.6250 - 27 Wy Uniform - - -0.6250 - There are no thermal loads in TL +X 80MPH Analysis Settings Load Case LC Type Analysis Options Settings TL +X 80MPH Static Nonlinear P-d,P-D Incs=1, Tot=1.0000e-003 Joint Displacements (in,deg) Joint Label Load Case dx' dy' dz' Ox' my' 8z' 1 Base MPH (P-d,P-D) 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2 5' MPH (P-d,P-D) 0.0356 -0.0007 -0.0000 -0.0000 0.0005 -0.0673 3 MPH (P-d,P-D) 0.1446 -0.0016 -0.0000 -0.0000 0.0011 -0.1401 4 15' MPH (P-d,P-D) 0.3272 -0.0028 -0.0000 -0.0000 0.0017 -0.2080 5 MPH (P-d,P-D) 0.5841 -0.0045 -0.0000 -0.0000 0.0024 -0.2816 6 25' MPH (P-d,P-D) 0.9151 -0.0070 -0.0001 -0.0000 0.0031 -0.3498 7 MPH (P-d,P-D) 1.3207 -0.0103 -0.0001 -0.0000 0.0040 -0.4237 8 35' MPH (P-d,P-D) 1.8004 -0.0148 -0.0002 -0.0000 0.0048 -0.4915 9 MPH (P-d,P-D) 2.3542 -0.0204 -0.0002 -0.0000 0.0053 -0.5652 10 42' MPH (P-d,P-D) 2.5967 -0.0231 -0.0002 -0.0000 0.0055 -0.5929 11 45' MPH (P-d,P-D) 3.0454 -0.0283 -0.0003 -0.0000 0.0059 -0.6387 12 50' MPH (P-d,P-D) 3.6796 -0.0361 -0.0004 -0.0000 0.0064 -0.6996 13 55' MPH (P-d,P-D) 4.4449 -0.0463 -0.0005 -0.0000 0.0064 -0.7612 14 MPH (P-d,P-D) 5.3347 -0.0607 -0.0006 -0.0000 0.0064 -0.9356 15 65' MPH (P-d,P-D) 6.3983 -0.0806 -0.0008 -0.0000 0.0064 -1.0933 Multiframe Summary Joint Reactions (lbf,lbf-in) Review Existing 125 foot Tall Ted Segmental Steel Communications Po10Ophir Road Site - Oroville, CA Friday, June 29, 2001 Rx' Ry' Rz' Mx' My' Mz' 1 Base MPH (P-d,P-D) -12281.5774 23338.5867 Page 5 of 6 Multiframe4D Version 7.51 MPH (P-d,P-D) 0.0002 0.0072 0.0000 0.0013 DE 125ft Pole OphirRd OrovilleCA AT&T 411-01-1 16 0.0002 0.0103 0.0001 0.0046 MPH (P-d,P-D) 7.5764 -0.1042 -0.0009 -0.0000 0.0064 -1.1598 17 75' MPH MPH (P-d,P-D) 8.8243 -0.1305 -0.0011 -0.0000 0.0064 -1.2190 18 0.0001 0.0189 0.0005 MPH (P-d,P-D) 10.1349 -0.1595 -0.0013 -0.0000 0.0064 -1.2833 19 85' (P-d,P-D) MPH (P-d,P-D) 11.5083 -0.1912 -0.0015 -0.0000 0.0064 -1.3391 20 0.0003 0.0029 MPH (P-d,P-D) 12.9620 -0.2270 -0.0017 -0.0000 0.0064 -1.4354 21 95' -0.0000 -0.0229 MPH (P-d,P-D) 14.5082 -0.2674 -0.0019 -0.0000 0.0064 -1.5160 22 -0.0091 13 55' MPH (P-d,P-D) 16.1402 -0.3123 -0.0021 -0.0000 0.0064 -1.5990 23 105' -0.0002 -0.0153 MPH (P-d,P-D) 17.8493 -0.3615 -0.0023 -0.0000 0.0064 -1.6635 24 110' MPH MPH (P-d,P-D) 19.6243 -0.4145 -0.0026 -0.0000 0.0064 -1.7242 25 115' 0.0014 MPH (P-d,P-D) 21.4522 -0.4706 -0.0028 -0.0000 0.0064 -1.7659 26 120' (P-d,P-D) MPH (P-d,P-D) 23.3206 -0.5291 -0.0031 -0.0000 0.0064 -1.8010 27 125' 0.1383 MPH (P-d,P-D) 25.2158 -0.5894 -0.0034 -0.0000 0.0064 -1.8172 28 127' -0.0047 -0.0877 MPH (P-d,P-D) 25.9770 -0.6136 -0.0035 -0.0000 0.0064 -1.8189 Joint Reactions (lbf,lbf-in) Joint Label Load Case Rx' Ry' Rz' Mx' My' Mz' 1 Base MPH (P-d,P-D) -12281.5774 23338.5867 0.5172 468.2996 -68476.010011726382.3135 2 5' MPH (P-d,P-D) 0.0002 0.0072 0.0000 0.0013 -0.0028 -0.0001 3 MPH (P-d,P-D) 0.0002 0.0103 0.0001 0.0046 -0.0015 0.0008 4 15' MPH (P-d,P-D) 0.0001 0.0102 0.0001 0.0092 0.0049 0.0017 5 MPH (P-d,P-D) -0.0002 0.0095 0.0001 0.0134 -0.0015 -0.5504 6 25' MPH (P-d,P-D) 0.0006 0.0206 0.0001 0.0189 0.0005 0.0039 7 MPH (P-d,P-D) -0.0001 0.0096 0.0001 0.0249 -0.0022 0.0050 8 35' MPH (P-d,P-D) 0.0005 0.0059 -0.0000 0.0273 0.0008 0.5500 9 MPH (P-d,P-D) 0.0004 0.0265 0.0033 0.0582 0.0003 0.0029 10 42' MPH (P-d,P-D) -0.0009 0.0225 -0.0022 0.0760 -0.0014 0.0023 11 45' MPH (P-d,P-D) -0.0000 -0.0229 -0.0008 0.0491 -0.0009 -0.5497 12 50' MPH (P-d,P-D) 0.0004 -0.0025 -0.0002 0.0333 -0.0000 -0.0091 13 55' MPH (P-d,P-D) -0.0011 -0.1381 -0.0007 0.0102 -0.0013 -0.0000 14 MPH (P-d,P-D) -0.0016 -0.0600 -0.0002 -0.0153 -0.0005 -0.2766 15 65' MPH (P-d,P-D) 0.0015 0.0867 0.0003 -0.0113 0.0023 0.2766 16 MPH (P-d,P-D) -0.0115 -0.5642 -0.0014 -0.0448 0.0010 0.2766 17 75' MPH (P-d,P-D) 0.0055 0.2780 0.0008 -0.0624 0.0014 0.0000 18 MPH (P-d,P-D) -0.0206 -0.8830 -0.0017 -0.0891 0.0021 0.0000 19 85' MPH (P-d,P-D) 0.0181 0.8234 0.0017 -0.0887 0.0022 0.2766 20 MPH (P-d,P-D) -0.0101 -0.3882 -0.0006 -0.0543 0.0015 0.1383 21 95' MPH (P-d,P-D) -0.0195 -0.6826 -0.0007 -0.0914 0.0026 0.0000 22 MPH (P-d,P-D) -0.0047 -0.0877 -0.0000 -0.1118 0.0033 0.0000 23 105' ' MPH (P-d,P-D) 0.0001 0.0521 0.0004 -0.1003 0.0031 0.0000 24 110' MPH (P-d,P-D) 0.0074 0.2886 0.0003 -0.0784 0.0025 -0.0691 25 115' MPH (P-d,P-D) -0.0495 -1.5720 -0.0010 -0.0993 0.0032 -0.0346 26 120' MPH (P-d,P-D) 0.0388 1.2762 0.0010 -0.0993 0.0033 -0.0173 27 125' MPH (P-d,P-D) -0.0084 -0.2529 -0.0064 -0.1248 0.0041 -0.0086 28 127' MPH (P-d,P-D) 0.0551 1.7279 0.0075 -0.0905 0.0029 0.0040 Sum of Reactions (lbf,lbf-in) TL +X 80MPH (P-d,P-D) Rx -12281.5765 Ry 23338.5885 Rz 0.5172 Member Actions (lbf,lbf-in) Member Load Case Px' Vy' Vz' Tx' My' Mz' 1 TL +X 80MPH (P-d,P-D) 23331.2962 12295.4224 0.4615 -68476.0229 -455.2421 11726382.3135 (0'-5') -22188.1987 -12000.6732 -0.4615 68476.0229 427.5516 -10997498.4799 2 TL +X 80MPH (P-d,P-D) 22173.5123 12027.8005 0.3443 -68476.1526 -402.7853 10997498.4799 (5'-15' -21084.4567 -11740.0011 -0.3443 68476.1526 382.1267 -10284465.2383 3 TL +X 80MPH (P-d,P-D) 21070.0338 11765.8648 0.2215 -68476.4032 -357.4361 10284465.2383 (5'-15' -19981.3084 -11485.0369 -0.2215 68476.4032 344.1478 -9586937.4093 4 TL +X BOMPH (P-d,P-D) 19967.1051 11509.7299 0.0916 -68476.7619 -319.0947 9586937.4093 (15'-25 -18932.3936 -11235.8318 -0.0916 68476.7619 313.5999 -8904570.3666 5 TL +X 80MPH (P-d,P-D) 18918.4853 11259.2505 -0.0450 -68477.2330 -288.7263 8904569.8135 (15'-25 -17884.0723 -10992.2547 0.0450 68477.2330 291.4281 -8237025.0159 6 TL +X 80MPH (P-d,P-D) 17870.4362 11014.4423 -0.1901 -68477.7991 -266.2540 8237025.0159 (25'-35 -16890.0512 -10754.3980 0.1901 68477.7991 277.6611 -7583959.4968 7 TL +X 80MPH (P-d,P-D) 16876.7506 10775.2736 -0.3433 -68478.4517 -252.8251 7583959.4968 (25'-35 -15896.6325 -10522.1809 0.3433 68478.4517 273.4246 -6945035.8212 8 TL +X 80MPH (P-d,P-D) 15366.2291 9607.9889 -0.3828 -35978.3577 23.3311 6945036.3743 (35'-42 -14440.1486 -9352.6990 0.3828 35978.3577 -0.3621 -6376215.6395 9 TL +X 80MPH (P-d,P-D) 14431.9712 9365.3533 -0.4372 -35978.8655 8.8588 6376215.6395 (35'-42 -14061.6335 -9262.6577 0.4372 35978.8655 1.6348 -6152679.9202 10 TL +X 80MPH (P-d,P-D) 14055.6822 9271.7212 -0.4842 -35979.2523 5.3714 6152679.9202 (42'-45 -13411.8889 -9088.1084 0.4842 35979.2523 14.8353 -5769578.9570 11 TL +X 80MPH (P-d,P-D) 13403.3593 9100.6494 -0.5529 -35979.8120 -4.6604 5769578.4038 (45'-50 -12593.4533 -8861.3455 0.5529 35979.8120 34.6634 -5282202.2963 12 TL +X 80MPH (P-d,P-D) 12121.1173 7840.8224 -0.4772 5.8865 '409.5757 5282202.2963 Multiframe Summary Review Existing 125 foot TallTed Segmental Steel Communications Pol0Ophir Road Site - Oroville, CA Friday, June 29, 2001 Page 6 of 6 Multiframe4D Version 7.51 DE 125ft Pole OphirRd OrovilleCA AT&T 411-01-1 (50'-55 -11225.9384 -7576.4945 0.4772 -5.8865 -380.9449 -4819682.9750 13 TL +X 80MPH (P-d,P-D) 11210.0472 7599.7824 -0.4771 4.7711 380.9352 4819682.9750 (55'-65 -10369.0420 -7336.6610 0.4771 -4.7711 -352.3100 -4371589.8275 14 TL +X 80MPH (P-d,P-D) 10347.6825 7366.6722 -0.4763 3.3564 352.3275 4371589.5509 (55'-65 -9507.4062 -7105.5135 0.4763 -3.3564 -323.7489 -3937423.8928 15 TL +X 80MPH (P-d,P-D) 9493.6639 7123.9799 -0.4755 2.5025 323.7582 3937424.1693 (65'-75 -8707.4857 -6865.5294 0.4755 -2.5025 -295.2312 -3517738.6194 16 TL +X 80MPH (P-d,P-D) 8699.3847 6875.0772 -0.4766 2.0717 295.2724 3517738.8960 (65'-75 -7913.4208 -6619.9822 0.4766 -2.0717 -266.6770 -3112887.2077 17 TL +X 80MPH (P-d,P-D) 7906.5466 6628.5232 -0.4755 1.6967 266.7361 3112887.2077 (75'-85 -7174.3661 -6377.3835 0.4755 -1.6967 -238.2045 -2722710.0676 18 TL +X 80MPH (P-d,P-D) 7166.7941 6384.9005 -0.4771 1.3781 238.2906 2722710.0676 (75'-85 -6434.7747 -6138.2148 0.4771 -1.3781 -209.6673 -2347016.6313 19 TL +X 80MPH (P-d,P-D) 6427.3705 6146.8304 -0.4751 1.0278 209.7527 2347016.9079 -6031.3827 -5900.0525 0.4751 -1.0278 -181.2455 -1985610.3845 20 TL +X 80MPH (P-d,P-D) 6021.8840 5909.3513 -0.4755 0.6858 181.2963 1985610.5228 -5626.1385 -5667.9319 0.4755 -0.6858 -152.7663 -1638291.9085 21 TL +X 80MPH (P-d,P-D) 5539.3596 5673.8639 -0.4761 0.4240 152.8550 1638291.9085 -5174.4349 -5438.2008 0.4761 -0.4240 -124.2919 -1304929.9634 22 TL +X 80MPH (P-d,P-D) 5167.3442 5444.8577 -0.4760 0.2365 124.4017 1304929.9634 -4802.5459 -5215.4006 0.4760 -0.2365 -95.8443 -985122.1165 23 TL +X 80MPH (P-d,P-D) 4796.8590 5220.6810 -0.4755 0.1157 95.9432 985122.1165 -4462.7664 -4997.7785 0.4755 -0.1157 -67.4153 -678568.1336 24 TL +X 80MPH (P-d,P-D) 3416.4874 3678.3437 -0.3318 0.0489 67.4929 678568.0644 (110'-1 -3082.3799 -3462.3941 0.3318 -0.0489 -47.5824 -464345.8263 25 TL +X 80MPH (P-d,P-D) 3078.4646 3464.4786 -0.3328 0.0140 47.6813 464345.7918 -2774.9044 -3255.7799 0.3328 -0.0140 -27.7109 -262738.1410 26 TL +X 80MPH (P-d,P-D) 2774.7275 3257.0198 -0.3318 0.0010 27.8101 262738.1237 -2471.0202 -3055.9203 0.3318 -0.0010 -7.9016 -73350.0435 27 TL +X 80MPH (P-d,P-D) 2470.3578 3056.2516 -0.3382 -0.0000 8.0264 73350.0348 -2352.4648 -3056.2516 0.3382 0.0000 0.0905 0.0040 Multiframe Summary AP 036-500-071 AT&T Wireless UP 02-01 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PLANNING DIVISION TO: FROM: Butte County Planning Division RE: Request for Comments on a Development Application: AT&T Wireless Services, UP 02-01 DATE: July 6, 2001 CONTACT PERSON: Stephen Betts The Planning Division has received a project application for the property described below. The purpose of this comment sheet is to: 1. Determine if the information contained in the application is adequate to allow your jurisdiction to review the project and submit conditions, if any; and to 2. Determine the appropriate environmental documents to prepare for this project, as well as to identify particular environmental concerns to be addressed or mitigation measures your agency/department may want incorporated. If the application is determined to be complete within 30 days of its submittal it should be heard at the estimated hearing date indicated below. If a response cannot be submitted within the time frame given, or if additional information is needed, please call 538-7601. Thank you in advance for your time and efforts. This is an application for Use Permit to replace two omni directional antennas mounted at the top of an existing 130 foot tall monopole with twelve 4 square foot panel antennas centered at the 110 foot level on property zoned AR -2.5 WAgricultural Residential - 2.5 acre parcels) located at the end of Bronson Court. at 83 Bronson Courtapproximately 0 25 miles southeast of the intersection of SR 70 and Ophir Road Oroville , identified as APN 036-500-071. Supervisorial District No. 1. THIS ITEM HAS BEEN TENTATIVELY SCHEDULED FOR A HEARING BEFORE THE (check one) _X_ PLANNING COMMISSION - —DEVELOPMENT REVIEW COMMITTEE ON November 8. 2001. COMMENTS, IF ANY, ARE REQUESTED BY NO LATER THANui lY 20, 2001. If no comments or communications are received by the above date, the assumption will be made that your agency has no comment. COMMENTS (Attach additional pages if necessary): By: Date: 7 County Center Drive - Oroville, California 95965 - 530-538-7601 - FAX 530-538-7785 COMA1ENT DISTRIBUTION LIST APPLICATION: DATE: County Offices and Cities: / ( Chief Administrative Officer Environmental Health of Sheriff PG&E South - Oroville LAFCo = — Biggs — Oroville Irrigation District: Butte Water — _ OWID _ Table Mountain Irrigation — Domestic Water _ Butte Water District _ OWID Sewer Butte Water District _ Skansen Subdivision (CSA 21) — Xiretion _X_ California Department of Forestry Recreation Districts _ Chico Area Recreation _ Paradise Recreation & Park — Utilities Develop. Services Director Assessor BCAG Air Quality Mgmt. Gridley Paradise Animal Control Biggs/W. Gridley Water Paradise Irrigation Themralito Irrigation Public Works Director Building Manager ALUC Butte Co. Farm Bureau Chico Chico Airport Commission Durham Irrigation Richvale Irrigation Other California Water Service Co. _ Del Oro Water Co. Thermalito Irrigation District . — Other Themalito Irrigation — L.O.A. PUD El Medio Fire Protection District Durham Area Recreation _ Richvale Recreation & Parks Sterling City Sewer Main Feather River Rec. & Park — PG&E North - Chico _ Chambers Cable TV Pacific Bell PG&E South - Oroville _ Viacom Cable TV State Agencies — Dept. of Water Resources — Dept. of Fish and Game — Forestry (Attn: Craig Carter) _ Dept of Parks and Rec._ Highway Patrol — Central Reg. Water Quality Cont Caltrans, Aeronautics Program — Department of Conservation _ Off. of Mining Reclamation — Off. of Governmental & Env. Relations — Dept.Social Services, Comm.Care Licensing Federal Agencies — US Forest Service — US Bureau of Land Management US Fish & Wildlife Service — Army Corps of Engineers — Other Districts, Agencies, Committees, etc. — Lime Saddle Dist — Community Association — Mosq. Abatement. Oroville/Butte Co — Drainage — Butte Env.l Council — Paradise Pines Com. Assoc. — Reclamation — Cal Native Plant Society - - Butte Co. Mining Committee — Forest Ranch Community Assoc. — — Butte Ck. Watershed Conservancy_ — School Districts 0 4 t nwo 1 LEAD IN SHEET e r� FILE NO:P— AP# -SOO - APPLICANT: T W i a -.-less SeyLc i coo OWNER: \n\h n peat m a r\ r,' REPRESENTA REQUEST: 0 SIZE: t`, 0 o 0 J Q o 4r -c A -- LOCATION: -- e orr, r; 8� LOCATION: A�- *N� e-nok o4- \ar,.-N Soln. o, -k- q3 16roi so✓. Coor-i, l �Po �^^' i SesNrlea c,4 :�"C- 0-c GR h O Q n l 0,4,:c Rosa, ©c-&q01Z. p.25 rhiIcC, SUPERVISORAL DISTRICT # ZONING HISTORY: --I-- EXISTING ZONING: R -2-, S SURROUNDING ZONING: SURROUNDING LAND USE: SITE HISTORY: GENERAL PLAN DESIGNATION: APPLICABLE REGULATIONS: a6 Technical Services - June 29, 2001 Steve Betts, Senior Planner County of Butte Planning Division 7 County Center Drive Oroville, CA 95965 JUL 3 2001 BUTTE COUNTY PIANNtNG 01'JiS10N Re: Use Permit Application — Existing Tower Antenna Modification Ophir Road- C005 83 Bronson Court Oroville, CA 95965 APN: 036-500-071 Dear Mr. Betts: -ATT AT&T Wireless Services, Inc. Suite 460 7112 N. Fresno Street Fresno, CA 93720 559 438-8888 FAX 559 438-6000 Please find attached to this letter the application materials as required by the County of Butte for consideration of approval to allow antenna modifications at our existing telecommunications facility located at the above referenced assessor's parcel. Proiect Justification AT&T Wireless Services is proposing to modify its current antenna array. The existing tower is currently utilizing omni -directional antennas. The AT&T engineers have determined that these antennas need to be replaced with new panel antennas at a lower height on the tower. Changing to directional antennas and implementing newer technology allows AT&T to better serve the area with quality service. This project is in conjunction with three other existing sites in Butte County for which applications are also being made to modify their antenna array. This site was last modified under Use Permit # 94-67 with corresponding Building Permit # 94- 1277. The Use Permit did not specify the number or type of antennas allowable at this facility. As a result, this application is being made to allow up to twelve panel antennas for use by AT&T. Project Description The proposed project consists of mounting up to twelve panel antennas on an existing 130' monopole. A full independent Rigorous Structural Analysis on the project has been done'and is included in this application. Support Eauipment This antenna array modification project does not impact the existing site. V S A t PROUD PARTNER �wc ' �13C9 Recycled Paper r RFR/EMF and Wattage Output Data The Ophir Road site will produce Maximum Power/Channel into Antennas of 2.524 watts. There will be twenty-two (22) channels/sector with 3 sectors maximum. Horizontal and Vertical Location Coordinates The existing site is located at 39° 27' 48" North Latitude by 121° 34' 24" West Longitude. Elevations, dimensions, Etc. This modification project does not increase any heights of existing structures. The new modified sector array will be at approximately 65' AGL on the existing monopole. Visual impact assessment, photo simulation Current site photos and photo simulation of proposed changes were previously submitted. Complete Service Area Map Attached is AT&T Wireless Confidential Butte County and Surrounding Area 3 Year Design Plan. Documentation which identifies failure characteristics Attached current tower analysis by Davidson Engineering incorporating proposed changes. Written Evidence Demonstrating Visual Unobtrusiveness of the Facility The new panel antennas are enclosed in a Grey PVC Radome. This Radome is non -reflective and the Grey color is non conspicuous. Evidence of a valid, current operating license Attached copy of license. A report, signed by a qualified radio frequency engineer licensed by the FCC Attached report from Hammett & Edison, Inc., Professional Engineers. Please call me at (559) 269-0709 for any questions regarding this application. Sincerely, David Miller, Construction Manager ITED STATES OF AMEIMCA FEDERAL COMMUNICATIONS COMMISSION ANTENNA STRUCTURE,. REGISTRATION Part 17 of the FCC rules requires you to: (1) immediately provide a copy of this registration to each FCC licensed tenant. of your structure (although not, required- you, may want to. use Certified Mail, to. obtain, proof of receipt); and, (2) Hi4jo the Registration Number in 'a conspicuous -place visible near the base of the structure (unless a government entity I objects, s, in writing, to the'display near -a-hi.st . _historic � landmark).... FCC 854R 04/08/97 R 13 B Page 1 of 1 March 1997 of .. JUL On COUNTY PLANNING DIVISION Owner: Registration Nu­mb"e_r:' AT&T WIRELESS SERVICES INC • 1 : 0142'16 ESTHER -C ­HI1 LIARD Is'sue Date: 1150 CONNECTICUT AVE NW 4TH FL WASHINGTON ,DC'.20036 d4,ZO7'/§7 A41pnna_Struct� tion: "77.7 m'et�e-` rs 83 BRONSON COURT Overall Height Above Gio uhid (AGC): OR6VILLE CA 42-0. meters Latitude Longitude Overall Height -Above - Mean: Sea Level (AMSC): .N39-27-48 W121-34-24 NAD 27 119.,7 meters Painting and Lighting Requirements: NONE Special Conditions: FCC 854R 04/08/97 R 13 B Page 1 of 1 March 1997 of .. JUL On COUNTY PLANNING DIVISION • • • I _ k %vt'1J w w IS`O• uu �TOtI. pu la$. c�c 3,00 ('�� b� `^'�• "vim ;Z)-tvv-% o e�s•ee I cs DATE RECEIPT TOTAL PUBLIC LAFCO PLANNING PUBLIC ENV. FIRE NOE/NOD OTHER APPLICANT RECEIVED FROM NO. RECEIVED WORKS SALES HEALTH F/G FEE 40 OFFICIAL RECEIPT COUNTY OF BUTTE STATE OF CALIFORNIA OFFICE OF PLANNING RECEIPT 19645 ISSUED BY , l Butte Lounty + Surrounding Area 3 Year uesig!v Nan I Z4.. AT&T WIRELESS CONFIDENTIAL. Corning .Y r✓i a `. 2003 Sites \� ® Point 2002 Sites gHall Merrill ` ® Point 2001 Sites \ ana _f • Point Orland 2000 Sites or Mods \ S ® Point Current System \ SMagalia 0 Point GArtois Ovillows amoru Hwy i ti N QWVR °�anza�n1 ' Scale: 1" = 5.3 miles s SBidw6 ruce Road t eParadise M-lamilton City 9-T. Chico Dayton Durham ayton / 4Iwy 9917 / outh Wicks Corner wy162 �T O�roville buttL_,e City �-, �, ------ {ApOphir 41N. Gridley SPrinceton ' ut @Dregon Peak � z o cr) 00 U W Z ' z J_ m J � a lae; ARD c� DIRECTIONS TO OPHIR ROAD TAKE HIGHWAY 70 NORTH TO OPHIR ROAD EXIT. TAKE 1ST RIGHT OFF OF OPHIR TO POWER HOUSE HILL ROAD, TAKE 1ST LEFT ON LONE TREE ROAD. TAKE 1ST LEFT ON SERENE LANE, TAKE 1ST LEFT ON BRONSON COURT TO END AND GO LEFT IN PRIVATE DRIVEWAY. SITE IS LOCATED IN LANDLORDS `BACKYARD. THIS IS NOT A SURVEY T141S IS A COPY OF THE COUNTY ASSESSO;TS PLAT I'AAP AN:D IS PROVIDED SOLELY TO All) IN LOCATING THE U.ND IN RESP :CT TO ROADS AM) OTHER PARCELS. FIDELITY NATIONAL TITLE CO. o ASSUMES NO LIABILITY FOR ANY LOSS OCCURRING BY Ri-*ASON OF RELIANt.;E THEREON. l y 36-,50 A T, !-9 hl. R. 3 E. 19 T. /9 N. R. 4 E. M. O. B- a U. oar o l o F5/1 a z Q 0 4_ f• �- 5w. a30 30 ' f/�R^ ISL .3 (9%.t9J 31 31 ro� .6 PA�S`T f:., 22 H,iJ SAI; s1! GG Ef 1�a9 t8 G,f2AJr 9.2AC /^ lOs6.S a s8 • p !08227 669.19 'h , l N 1�iy,/ 41 J6 92.4c^ I «� �Ot P1JB6J9 B 210 m ` ai (.NAq c jT7 O •r► b 99 8.4j Ac (6:36A -j jj SJJ Ae aj . 4 '$9.19 23f31 U � 3 \ . �f1�e HOµO O?HIR ROA p r6g �� J♦ cl-I -5 o .: a a b/A Y ► V 21 4QLST H 45 a f `fl 5-11c' a tl t3r "' /� 600 500 q T v a v. � M (2L34 ITC f0 4/2A V,630 D/W 70.67r 222A27 6S © r U - . -'14 O� W 7f4.67 I 4 it IL+4 5y t selb 2 � Q %J l.a6lt`� jl ao.ae aul c f f cx 1.904C S ^ A W ►� �.27At : ! s veil 04 2 r A9 N 9 ('JA r . ! -� 74 _ 75 • 266.33 35773 377.75 390.96 f• 2e •' 3t '"0 "` s'C g 1! I S8 61 Assessor's Map No. 3C -eo W r p l.82/c 11ON •.p Jtc I.Of Ar 442r j! 11 t n 7 County of Butte, COO. yM NJ-_ 2ai 250 ''lost. Ju�� IJ`J�! OPHIR * -132 FT. 110 FT -.I i �y. A ` I ,: at Crl aG �,' � F'i� I i _ � • '. + �.h r� _ }SAT ' •`.' .t a f l- s �� ,, �_n r� •�r ,7•. h: to ��� ,�� �. ,,� T� r �� � nw ��., � ._ � � a , �.. _ -� .��^ . �a r __ ��- ,_ . {� • ,. S i h� t t4 �L� t r tt } h' .t yt ey�.F hN n •y ' Y � Y � ILL - AQ ) Vv-yov �v vv tlICA 's1'v'. �3 J`� •`� ;, \ \c\^`\� 11 `�+y' � Jac ��� \°C��\\a ri �'�'� � s IJX cap?° ./� ❑ , O J ¢SIN \0 70 i� �;7� -4 . OPTH c Y, . r z.1 i G��I4 r 0 lo` I `4F ' , r I' '� 1 �•, t Y , t t [ 1 11 ♦ » ' � Y t �Mtil rwll IF. -T 1 ;0. t♦ f ✓ t. ,F � *r ,ex ,- IN ? & it a 1_ .4 t .� i..t � F. tn'b: ,.., �� , � 1 .. ...+r• � 'l t :. div -Nad a 7�`�d� ,•��° gad a .14 to �v w � 7_ -{�$-;a NO OC �' ° .fid `��• :� � J 9.,.-aVO, �a,�5a� s c r No o • <J ,`�� ° a • cJ ad a Xc�`d • �v. Uva 1 �o �� °. �,+ i �.•.t�ywrp3 it HIR i'� (, dr ; . �eN�.Flp:�'t���'t` I� �•, �, , X11 r i • 44Z, iRJnr�'; � r > 110 FT# v 1. , f L •� f • ��.. ��� 1' fY' 511 ; AYv _ ��+• � a:•�'•' �, 'r ",1{11 'A 1 / t� � •. Y fi � Yi, 1{r ay !'il ♦..i .'., s Y'� 'w jj 'i n it �� ' t A _ •��piY ::.f ,����� �r _ur^. �tt �`��` l `.1�; rlN•. . °I:. �',' .r"�}�,a, f �'Yr � i��.�.'! 'PB• rY. Y:.����� ...�4 �r� ' jj'*"-� N�� - . uj",� n r ,rJ j�J,��pt - ��� ��, • � apt V vat re t� M 1 a� kvA Cc jC_ p �J 0 S��Opy h o� GGat`,d �� �G� Q P oW � 5pe nes �•�" � 5p� � • ♦SPC Q ♦N,��,C Q ����t r � o pt u 5 , p,�'pGa _ COUNTY OF BUTTE OFFICE OF PLANNING DEPARTMENT �. 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3397 RETURN SERVICE REQUESTED PUBLIC HEARING NOTICE S 6C 14.16 M ::0129 I OF 036500058000' s ROBERT W SS 2351 MONUMENT BLVD #55 CONCORD CA_94590 >l:ilsss:�.L d'4'jteQJ0•ss iQ.i RETURN Vo !iENL1CF! 11 SCHULZ 122 COTTONWOOD CIR OROVILLE CA 95965-5841 PAM - ::01329 = ='Y Li�i,�►};{,Itl�zsi :,�i�i„il,Ei 1�11���1�1,�,i1, ,il„.11„1„if1,�,1,��11,1.,1 I I COUNTY OF BUTTE -oviq — OFFICE OF PLANNING DEPARTMENT. 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3397 y �fi O U-6, P O S T•A O F RETURN SERVICE REQUESTED '• w. PUBLIC002000 t� ai LEAC JOHN OX 1050 H & BARBARA A = HEARINGPARADISE CA 95967 FORWARD TIME FORWARD 1600 48 08/31/01 ME EXP EXP RTN TO SEND NOTICE LEACH PM5.848 3818 S WESTERN AVE . _s_r_C1u:c_.FALLS_S.D,57105�6511 Q Q � '1 w• .�'ti, ?• : `:•�i•i ttl tll l'tl ti tt tli ft tliltl tllt�llt �aillll III I I] I I I j j jj I IIIII It l I I I I I I IIII IIl11 l,!j J ��\ � i 1 r �� j r r �i i /" COUNTY OF BUTTE OFFICE OF PLANNING DEPARTMENT 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3397 RETURN SERVICE REQUESTED PUBLIC HEARING NOTICE cp ff 0- WNAw J..w LOW s ROSSETT- ANIEL A OX 453 PARADISE CA 95967 R055453 959672202 1900 48 08/31/01 RETURN TO SENDER ROSSETTA PO BOX 1446 OROVILLE CA 95965-1446 Y; -c �t '� COUNTY OF BUTTE OFFICE OF PLANNING DEPARTMENT ti 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3397 Lu Co } RETURN SERVICE REQUESTED � PUBLICT18000 HON° HOMPSON SYLVIA 1661 FOREST AV #6 HEARINGCHICO CA 95928-6376 NOTICE THOM661* 459281024 1A00 44 08/31/01 RETURN TO SENDER THOMPSON'SYLVIA CLAIRE 13717 SKYWAY _MA_G_ALIA CA 95954-9765 • ..,.,•.�_� _-•;, Ii�l�,�t;1�1�1���fi���F�l„II��'i 1�91�:�1;i„iii;��`ii�„ilt;iz,iii,.,��.,,,1a�i„ti r ;' COUNTY OF BUTTE OFFICE OF PLANNING DEPARTMENT 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3397 RETURN SERVICE REQUESTED PUBLIC OL -HEARING NOTICE-- vi ca 0- ^.+ ct4Ay0 J10 Or 066400024000 <F rp Fel;y, THOMPSON SYLVIAFOR =� , 110 TOM POLK -4 '.CHICO CA 95973 �•:�'.:I�7Z.,�� �•" '�� � ii � ��i�l l'11111��1f11�'I�I�tl�ifl/�1�t1�1-��id11�11� I COUNTY OF BUTTE OFFICE OF PLANNING DEPARTMENT 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3397 RETURN SERVICE REQUESTED PUBLIC HEARINTiG 4a�! NOTICE w�G 066400017000 MARRA IZZIE 13721 OLD SKYWAY MAGALIA CA 95954 RUMP 95954 *446 S0 U.0. POSTA015 �it�nr�r�rlrinr�r�u�u��r�u�ui�rl�rrr�r�nr�r�nr���u�r� COUNTY OF BUTTE OFFICE OF PLANNING DEPARTMENT 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3397 RETURN SERVICE REQUESTED PUBLIC HEARING NOTICE � , QA� a � a' `' �4bgp u.s. vosTaos 036500074000 ROSSETTA DANIEL A P O BOX 2453 pARADISE CA 95967 ' R055453 959672220 1900 17 06/29/01 RETURN TO SENDER R05SETTA i PO BOX 1446 OROVILLE CA 95965-1446 •��••::�:�•:' �:�.•:� � II,i,,,i,l�i�!„,1!„J��,,,ii,,,ll� ,,,3�r,!l�;,,I,l,,,li,�� r L oo) .K SHEET NUMBER DESCRIPTION RG° T1 TITLE SHEET 1 G1 GENERAL NOTES 1 Al ENLARGED SITE PLAN & ANTENNA LAYOUTS 1 A2 EXISTING SITE ELEVATIONS 1 A2.1 PROPOSED SITE ELEVATIONS 1 A3 DETAILS 1 E1 GROUNDING DETAILS AND ELECTRICAL NOTES 1 SSUED FOR: SHEET INDEX CONSTRUCTION OPHIR ROAD 83 BRONSON COURT OROVILLE, CM 95965 MONOPOLE/SHELTER APPLICANT: AT&T WIRELESS SERVICES 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 - APPLICANT AGENT: STRATEGIC REAL ESTATE SERVICES, INC FOR GENERAL DYNAMICS WIRELESS SERVICES 10370 OLD PLACERVILLE ROAD #106 SACRAMENTO, CA 95827 CONTACT: DAVID FEIN PHONE: 916-857-1350 - FAX: 916-857-1352 ARCHITECT: KOC ARCHITECTS ENGINEERS P.C. - 4720 200TH STREET SW, SUITE #200 LYNNWOOD. WA 98036 CONTACT: ERIC CAMP PHONE: 425-670-8651 FAX: 425-712-0846 ELECTRICAL ENGINEER: KDC ARCHITECTS ENGINEERS P.C. - 4720 200TH STREET SW, SUITE #200 LYNNWOOD, WA 98036 - CONTACT: ERIC CAMP PHONE: 425-670-B651 FAX: 425-712-0846 PROPERTY INFORMATION SITE TYPE: MONOPOLE/SHELTER OWNER:JOHN& JOYCE PERMAN - 83 BRONSON CT OROVILLE, CA 95965 CONTACT: - PHONE: - ZONING: A-10 ZONING JURISDICTION: BUTTE COUNTY AREA OF CONSTRUCTION: 160 SO FT AP NUMBER: 036-500-071 HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED. PROJECT DIRECTORY — — PROPERTY LINE U SAFETY SWITCH _ PANEL BOARD —E --E -- - E— ELECTRICAL' SERVICE - OM ELECTRIC METER --T —T-^-" TELCO SERVICE VICINITY MAP ELECTRICAL WIRING FROM SACRAMENTO METROPOLITAN AIRPORT (TURNING UP) Take Romp (RIGHT) onto 1-5 2.4 mi At -it SR -70, take Ramp (RIGHT) onto SR -70 [SR -99] 34.6 mi - Turn RIGHT (East), onto SR -20 [SR -70] 0.2 ,1! - Turn LEFT (North) onto SR -20 [B St] 0.2 mi - - ELECTRICAL WIRING - GND, - GROUNDING Turn LEFT (North) onto Lone Tree Rd i.I mi - (TURNING DOWN) Turn LEFT (North) onto Bronson Ct 0.1 mi - Arrive 83 Bronson Ct, Oroville, CA 95965 [83 Bronson Ct, Oroville,. CA 959651 DRIVING DIRECTIONS C BACKBOARD OHC - - OVERHEAD CONDUIT - RECEPTACLE [N] NEW SPECIAL - - [Ej - EXISTING - RECEPTACLE QUADRAPLEX REFaRENCE - RECEPTACLE eDETAIL A-2 SYMBOL - 1111111111111T MASTER GROUND BAR 1 ELEVATION REFERENCE ® - SMOKE DETECTOR A-2 SYMBOL GROUND - - = ATTACHMENT LEGEND THIS PROPOSAL IS FOR THE MODIFICATION OF AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY, CONSISTING OF REMOVING/REPLACING EXISTING GSM -1900 ANTENNAS, (1) PER SECTOR, (3) TOTAL, WITH A NEW DBDP ANTENNA. NEW COAXROUTETO FOLLOW EXISTING ROUTE TO EXISTING EQUIPMENT CABINETS BELOW. PROJECT SUMMARY DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL kMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. GENERAL CONTRACTOR NOTES C005 OPHIR ROAD 83 BRONSON COURT OROVILLE, CA 95965 MONOPOLE/SHELTER CURRENT ISSUE DATE: - 10/27/2004 ISSUED FOR: CONSTRUCTION REV.:=DATE DESCRIPTION: lY:= QO 10/24/2004 ISSUED FOR QJC 90% CD REVIEW Q7 10/27/2004 ISSUED FOR CONSTRUCTION C:JC ®® I Architects — Engineers, .P.C. YNNWO D, WA�988036' SUOE 20(0 moll I L PHONE: (425) 670-8651 KDC FAX: (425) 712-0845 GENERAL DYNAMICS WIRELESS SERVICES 2377 GOLD MEADOW WAY GOLD RIVER, CA 95670 ��"m a d 1110 -- TITLE SHFEET l 167005 TO SITE I '` Cowriaht O 2003,Mi� tt Cor . and/or Is su iers. AN rights reserved. VICINITY MAP FROM SACRAMENTO METROPOLITAN AIRPORT Turn RIGHT (South-West) onto Airport Blvd 1,6 mi Take Romp (RIGHT) onto 1-5 2.4 mi At -it SR -70, take Ramp (RIGHT) onto SR -70 [SR -99] 34.6 mi - Turn RIGHT (East), onto SR -20 [SR -70] 0.2 ,1! - Turn LEFT (North) onto SR -20 [B St] 0.2 mi - - Keep STRAIGHT onto SR -70 [B St] 10.8 mi - - Turn RIGHT (North-East) onto SR -70 9.3 mi - Turn RIGHT (East) onto Palermo Rd 1.5mi Turn LEFT (North) onto Lone Tree Rd i.I mi - Turn RIGHT (East) onto Serene Ln 174 yds Turn LEFT (North) onto Bronson Ct 0.1 mi - Arrive 83 Bronson Ct, Oroville, CA 95965 [83 Bronson Ct, Oroville,. CA 959651 DRIVING DIRECTIONS ®® I Architects — Engineers, .P.C. YNNWO D, WA�988036' SUOE 20(0 moll I L PHONE: (425) 670-8651 KDC FAX: (425) 712-0845 GENERAL DYNAMICS WIRELESS SERVICES 2377 GOLD MEADOW WAY GOLD RIVER, CA 95670 ��"m a d 1110 -- TITLE SHFEET l 167005 GENERAL NOTES: 1. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER .SERVICE. 2. THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITAT.. (NO HANDICAP ACCESS 15 REQUIRED). 3. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH. 4. NO NOISE, SMOKE. DUST OR ODOR WILL RESULT FROM THIS PROPOSAL. - 5. CONTRACTOR WILL PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, SAFETY EQUIPMENT, TRANSPORTATION AND SERVICES NECESSARY TO COMPLETE ALL THE WORK OUTLINED IN THE DRAWINGS, SPECIFICATIONS, SCOPES OF WORK, BILL OF MATERIALS, AND ANY .OTHER DOCUMENT ISSUED BY GENERAL DYNAMICS AND AWS. 6. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND SAFETY REGULATIONS, ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY COMPANIES REGULATIONS AND DIRECTIVES. 7. ALL MATERIALS SUPPLIED BY THE OWNER, OWNER'S REPRESENTATIVE, AND THE CONTRACTOR, SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND NATIONAL CODES, LAWS, ORDINANCES, REGULATIONS AND AS PER MANUFACTURER'S RECOMMENDATIONS. B. ANY CONTRACTOR SUBMITTING BIDS ON ANY OF THE WORK IS REQUIRED TO VISIT EACH SITE PRIOR TO THE BID SUBMITTAL AND FAMILIARIZE HIMSELF/ HERSELF WITH THE EXISTING CONDITIONS AND UNDERSTAND THE SCOPE OF THE - WORK INTENDED FOR THE PROJECT., THIS WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. 9. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO GENERAL DYNAMICS PRIOR TO COMMENCING THE RELATED WORK, ANY MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. - 10. ALL SITES SHALL BE KEPT CLEAN AND FREE OF DEBRIS ON A DAILY BASIS. ALL TRASH AND MATERIALS NO LONGER BEING USED AT THE SITE MUST BE REMOVED AND PROPERLY DISPOSED OF ON A DAILY BASIS. _ 11. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK AT THE S1TE PRIOR TO A NOTICE TO PROCEED (NTP) BEING ISSUED AND A PRE -CONSTRUCTION MEETING AT THE SITE HAVING TAKEN PLACE. - 12. ALL WORK AND MATERIALS FURNISHED BY THE CONTRACTOR SHALL HAVE A WRITTEN ONE-YEAR WARRANTY STARTING AT THE ACCEPTANCE OF THE SITE FROM THE SITE OWNER. - 13. THE CONTRACTOR SHALL HAVE A DESIGNATED MANAGER ON SITE AT ALL TIMES THAT ANY WORK IS BEING PERFORMED. ASUBCONTRACTOR IS NOT DEFINED AS BEING A DESIGNATED MANAGER. - 14. THE SUCCESSFUL CONTRACTOR SHALL PROVIDE A SCHEDULE, LIST OF ALL SUBCONTRACTORS WITH ADDRESSES, CELL PHONE NUMBERS AND HOME PHONE NUMBERS, VERIFICATION OF INSURANCE, ANY AND ALL PERTINENT LICENSES, AND AN ACCURATE SCHEDULE FOR THE PROJECT PRIOR TO THE ISSUANCE OF A NTP. 15. THE CONTRACTOR IS TO KEEP A COMPLETE AND ACCURATE SET OF DRAWINGS, SPECIFICATIONS, SCOPE OF WORK, AND A BILL OF MATERIAL ON SITE AT ALL TIMES. THIS WILL BE REFERENCED AS THE AS -BUILT DRAWINGS AND MUST BE KEPT CURRENT ON ON DAILY BASIS. THIS IS IN ADDITION TO THE PERMIT SET. - 16. A NEW AND CLEAN SET OF CONTRACT DOCUMENTS WILL BE USED TO TRANSFER THE INFORMATION FROM THE FIELD COPY OF THE AS -BUILT DRAWINGS TO A NEW COPY. THIS NEEDS TO BE SUBMITTED TO GENERAL DYNAMICS WITH THE, CLOSE OUT DOCUMENTS. 17. ON ANY CO -LOCATION SITE, THE CONTRACTOR AND ALL ASSIGNS ARE NOT TO USE EXISTING POWER OR TAMPER WITH ANY EQUIPMENT BELONGING TO ANY OTHER CARRIER. FAILURE TO ADHERE TO THIS WILL CAUSE IMMEDIATE DISMISSAL OF THE T CONTRACTOR FROM THE PROJECT, 18. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS AND TESTING REQUIRED FOR EACH PROJECT. A 24-HOUR NOTIFICATION TO GENERAL DYNAMICS IS REQUIRED FOR ALL INSPECTIONS AND TESTING. A FIELD COPY OF ALL - INSPECTIONS AND TESTING REPORTS AS WELL AS TRUCK TICKETS MUST BE SUBMITTED TO THE OWNERS REPRESENTATIVE WITHIN 24 -HOURS OF THE INSPECTION OR TEST. 19. THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL MATERIALS ISSUED TO THEM AND REPORT ANY SHORTAGES AND .DISCREPANCIES TO GENERAL DYNAMICS AT THE TIME OF ISSUANCE. THE CONTRACTOR SHALL STORE THESE MATERIALS PROPERLY, ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND IN A MANNER THAT WILL NOT VOID THE WARRANTY OF ANY ITEM. IF ANY ITEM IS DAMAGED OR UNUSABLE DUE TO IMPROPER HANDLING AND STORAGE, THE CONTRACTOR WILL REPLACE IT AT THEIR EXPENSE., 20. THE CONTRACTOR IS RESPONSIBLE TO FURNISH PROPER FACILITIES FOR THE WORKERS ON EACH PROJECT FOR THE DURATION OF THAT PROJECT. 21. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PRESENT CONDITION OF ANY EXISTING BUILDINGS, LANDSCAPING, FENCING, EQUIPMENT, WALKS, DRIVES, AND ATTACHMENTS. IF ANY DAMAGE SHOULD OCCUR, THE CONTRACTOR IS RESPONSIBLE TO RESTORE THE DAMAGE TO A BETTER OR NEW CONDITION. 22. THE GENERAL DYNAMICS REPRESENTATIVE RESERVES THE RIGHT TO RELOCATE ANY EQUIPMENT WITHIN 1OFT. OF THE LOCATION SPECIFIED ON THESE DRAWINGS PRIOR TO INSTALLATION BY THE CONTRACTOR. - 23. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE GENERAL DYNAMICS REPRESENTATIVE. 24. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND ELECTRICAL LINES. 25. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REQUIRED FOR _ COMPLETION OF WORK AND ACCEPTANCE. PROVIDE CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYING THAT THE WORK CONFORMS TO THE REQUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION, 26. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS ALLOWED WITHOUT PRIOR APPROVAL FROM THE GENERAL DYNAMICS REPRESENTATIVE. FAILURE TO OBSERVE THIS RULE MAY RESULT IN THE CONTRACTOR CORRECTING THE INSTALLATION AT THEIR EXPENSE. 27. VERIFICATION THAT THE EXISTING TOWER CAN SUPPORT THE PROPOSED ANTENNA LOADING IS TO BE DONE BY OTHERS. 28. PROVIDESUPPORTSFOR THE ANTENNA CABLES TO THE ELEVATION OF ALL THE INITIAL AND FUTURE ANTENNAS. ANTENNA CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S - REQUIREMENTS. 4' 1 I GENERAL NOTES AT&T v ROJECT INFORMATION: C005 OPHIR ROAD 83 BRONSON COURT OROVILLE, CA 95965 MONOPOLE/SHELTER URRENT ISSUE DATE: 10/27/2004 ;SUED FOR: CONSTRUCTION C\/ r1ATC.._I C*'Zt'AIDTIr1A1•- - R'ti /0\ L_� 10/24/2004 ISSUED FOR 90% CD REVIEW C;JC / 1 \ PO/27/2004- ISSUED FOR - CONSTRUCTION C;JC MON I I Architects — Engineers, P.C. BON I I L420 2DOTH 7YNNWOOD, WA 98036 SURE 200 PHONE: (425) 670-8651 KDC FAX: (425) 712-0646 CONSULTANT: GENERAL DYNAMICS WIRELESS SERVICES 2377 GOLD MEADOW WAY GOLD RIVER, CA 95670 DRAWN BY:=CHIS.: APV.' _--_ CJC EJC =LI'CENSU 1�, KENNE7P4.D anC0 8' 9 7 N Ren. 8-31-2005 �,A 10/28/2004^ 'r GENERAL NOTES T - I; Ei CppX/ ' x I r; x E A/C A/C ppL tf x x EXISTING AT&T 10'-0" - - - X 20'-0" EQUIPMENT SHELTER - w x ~_ x \ I O N x � a 2 x A3 x x x EXISTING AT&T 6'-0" XNXI 9'-0" CONCRETE PAD EXISTING AT&T 4'-D" X - 8'-0" CONCRETE STOOP _ x - x I x x x x X LX_ X_ X�� X— X— X EXISTING AT&TT ALLGON ANTENNA TO BE REMOV7ED AND REPLACED W/ REPLACEWENT ALLCON 7920.00 ANTEENNA (TYP OF 3) 1 2 3 4 A4 M A4 M EXISTING AT&2T 132'-0" HIGH MONOPOOLE EXISTING AT&YT ANTENNA TO REMAIN (TYP OF 6) —EXISTING DECCIDUOUS TREE TO REMMAIN (TYP OF ALL).) EXISTING 6'--0" HIGH CHAIN LINK FENCE EXISTING 127-0" WIDE ACCESS GAT!TE -_. 2' - - 4, 8' 24'X38• SSCALF 1/4.4.9' / X17 SC:Ulm-o• N EXISTINI TO BE REPLAC EXISTINI TO REIT EXISTINi MOUNT T0R A EXISTING AMERICAN— - �(5 TOWER IOD' -0" HIGH L/ MONOPOLE (v J FF/ 2EXISTING ANTENNA LAYOUT 2 4' 2a Xae 1/2'-7- 1 Xv' SCALE' Ua'-T-O• N EXISTING AT&T TO BE REMOVE W/ REPLACEME 7920.00 ANTEN (TYP OF 3) EXISTING AT&T TO REMAIN (TY EXISTING AT&T MOUNT TO REN EXISTING AT&T 132'-0" HIGH MONOPOLE A TH 80 .—® -_AT&T PROJE INFO MATION: C005 OPHIR ROAD 83 BRONSON COURT OROVILLE, CA 95965 MONOPOLE/SHELTER . CURRENT ISSUE DATE: 10/27/2004 ISSUED FOR: CONSTRUC-nONI ❑ry .—n ITr. nrcr"o r OTIMI. ov. /0\ L--� 10/24/2004 - ANTENNA NOTE CJC Q 10/27/2004 THIS IS NOT A SITE SURVEY IS ALL HOUNDARIES, ORIENTATION OF TRUE NORTH AND 1. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. - HALF- FROM A xMATE. HAL,MAP P3TREETTREET ARCEL ANIDTE%IST NG DRAWINGST ANDDARE APPRO% 2. EXISTING ANTENNAS NOT SHOWN IN PLAN - - FOR CLARITY - - 3. REFER TO PLAN FOR ANTENNA SWAP - LOCATIONS (2) NEW 1-5/8" COAX TO BE - - ADDED PER LOCATION FOLLOWING THE - EXISTING ROUTE. - - - - - 45'-6" LEASE AREA -. - 4'-0" 10'-0" SHELTER - - - 21'-3" NEW AT&T (6) RUNS OF TO FOLLOW- - - 1-5/8" COAX EXISTING COAX ROUTE EXISTING - - - - - -- X _X - ' X - - X-- - (ATTACH AT ICEBRIDGE W/ SNAP -IN X —_.-._- --- X — X ----"T X )� X HANGER - - - NEW AT&T COAX ENTRY I x f PORT BELOW EXISTING x ENTRY PORT (FIELD VERIFY ' EXACT LOCATION) - I; Ei CppX/ ' x I r; x E A/C A/C ppL tf x x EXISTING AT&T 10'-0" - - - X 20'-0" EQUIPMENT SHELTER - w x ~_ x \ I O N x � a 2 x A3 x x x EXISTING AT&T 6'-0" XNXI 9'-0" CONCRETE PAD EXISTING AT&T 4'-D" X - 8'-0" CONCRETE STOOP _ x - x I x x x x X LX_ X_ X�� X— X— X EXISTING AT&TT ALLGON ANTENNA TO BE REMOV7ED AND REPLACED W/ REPLACEWENT ALLCON 7920.00 ANTEENNA (TYP OF 3) 1 2 3 4 A4 M A4 M EXISTING AT&2T 132'-0" HIGH MONOPOOLE EXISTING AT&YT ANTENNA TO REMAIN (TYP OF 6) —EXISTING DECCIDUOUS TREE TO REMMAIN (TYP OF ALL).) EXISTING 6'--0" HIGH CHAIN LINK FENCE EXISTING 127-0" WIDE ACCESS GAT!TE -_. 2' - - 4, 8' 24'X38• SSCALF 1/4.4.9' / X17 SC:Ulm-o• N EXISTINI TO BE REPLAC EXISTINI TO REIT EXISTINi MOUNT T0R A EXISTING AMERICAN— - �(5 TOWER IOD' -0" HIGH L/ MONOPOLE (v J FF/ 2EXISTING ANTENNA LAYOUT 2 4' 2a Xae 1/2'-7- 1 Xv' SCALE' Ua'-T-O• N EXISTING AT&T TO BE REMOVE W/ REPLACEME 7920.00 ANTEN (TYP OF 3) EXISTING AT&T TO REMAIN (TY EXISTING AT&T MOUNT TO REN EXISTING AT&T 132'-0" HIGH MONOPOLE A TH 80 .—® -_AT&T PROJE INFO MATION: C005 OPHIR ROAD 83 BRONSON COURT OROVILLE, CA 95965 MONOPOLE/SHELTER . CURRENT ISSUE DATE: 10/27/2004 ISSUED FOR: CONSTRUC-nONI ❑ry .—n ITr. nrcr"o r OTIMI. ov. /0\ L--� 10/24/2004 - ISSUED FOR 907 CD REVIEW CJC Q 10/27/2004 ISSUED FORCJC CONSTRUCTION ®® Architects - Engineers, PAC. 4720 200TH SIN LYNNNWOOD. WA 898036' SURE 200 KDG PHONE: (425) 670-8551 FAX: (425) 712-0846 :CONSULTANT: GENERAL DYNAMICS WIRELESS SERVICES 2377 GOLD MEADOW WAY GOLD RIVER, CA 95670 DRAWN BYc=CHK.: _ APV.:= CJC EJC ZICENSU V % v KENNETH7 DA Ren. 8-31-2005 �.� 10/28/2004 �Q ENLARGED SITE PLAN AND ANTENNA LAYOUTS U j SHEET NUMBER: REVISION:=. =1'2'4' 24•X38• sCALS V2'rr-a _ _1670(05 3 NEW ANTENNA LAYOUTAl - >I� BC _ 1/4-r o N ,ti TOP OF EXISTING MONOPOLE 132'-0" TOP OF EXISTING PLATFORM BOTTOM OF EXISTING PLATFORM 12T-0" iL C.L. OF EXISTING AT&T ANTENNAS 105'-0" 4: 1 't o' TOP OF EXISTING MIQROWAVE DISH 48'-O" C.L. OF EXISTING MICROWAVE DISH 45-0" BOTTOM OF EXISTING MICROWAVE DISH 42'-0' jf. f EXISTING AT&T ' ICEBRIDGE EXISTING AT&T + , 10'-0" x20' -D" EQUIPMENT SHELTER FENCE NOTE EXISTING 6'-0" HIGH CHAIN LINK FENCE SHOWN DASHED IN ELEVATIONS .FOR CLARITY EXISTING ANTENNA MOUNT PLATFORM EXISTING AT&T ANTENNA TO REMAIN (TYP OF 6) EXISTING AT&T -- 132'-0" HIGH MONOPOLE EXISTING 6'-0" DIA. - - MICROWAVE DISH' -- - EXISTING 6'-Q". HIGH CHAIN LINK FENCE GRADE TOP OF EXISTING MONOPOLE —J I C005 OPMR ROAD 83 BRONSON COURT OROVILLE" CA 95965 MONOPOLE/SHELTER `CURRENT ISSUE DATE: ._m---- 10/27/2004 ISSlEQ FORS. CONSTRUCTION ocv .—nATr. nccroiorinni. /� 10/24/2004 ISSUED FOR 907 CD REVIEW CJC Qj 10/27/2004 ISSUED FOR CONSTRUCTION CJC /0\ L� 70/24/2004 ANTENNA NOTE CJC i 10/27/2004SSUED 'CONSTRUCTION FOR - 1. CONTRACTOR TO VERIFY EXISTING - - - - - - CONDITIONS PRIOR TO CONSTRUCTION. - - - - 2. EXISTING ANTENNAS NOT SHOWN IN PLAN FOR CLARITY - - - - - 3. REFER TO PLAN FOR ANTENNA- - LOCATIONS (2) NEW 1-5/8" COAX TO SE - - ADDED PER LOCATION FOLLOWING THE - EXISTING ROUTE. - - - - TOP OF EXISTING MONOPOLE - TOP OF EXISTING MONOPOLE - - ' - - - - f32'-0" - -- 13-0" 2' „ FENCE NOTE EXISTING 6'-0"HIGH CHAIN TOP OF EXISTING PLATFORM - TOP OF EXISTING PLATFORM �- LINK FENCE SHOWN DASHED " 130'-0" 130'-0" - - - IN ELEVATION$ FOR CLARITY E�XISTINGATFORM - BOTTQM OF EXISTING PLATFORM - - BO-PTOM OF 72T_0.. - - - - - 127'-0" - EXISTING ANTENNA - - - - MOUNT PLATFORM - - EXISTING ANTENNA - - - - - MOUNT PLATFORM - TOP OF REPLACEMENT AT&T ANTENNAS - TOP OF EXISTING AT&T ANTENNAS REPLACEMENT AT&T ANTENNAS TOP OF - e - - - - 10T-8" 10 10T-2" - - - - - - - C.l. OF REPLACEMENT AND EXISTING AT&T ANTENNAS C.L. OF REPLACEMENT AND EXISTING AT&T ANTENNAS C:L. OF REPLACEMENT AND EXISTING AT&T ANTENNAS - _ - 105'6' E$m 105_6" - Las'—o" BOTTOM OF REPLACEMENT AT&T ANTENNAS BOTTOM OF EXISTING AT&T ANTENNAS BOTTOM OF REPLACEMENT AT&T ANTENNAS 103'-4' 103'-6" 102'-40" - - - - - - - - - - EXISTING AT&T ALLGON ANTENNA TO - EXISTING AT&T - _ BE REMOVED AND REPLACED W/ - - - - ANTENNA TO REMAIN - - REPLACEMENT ALLGON 7920.00 - _ - - (TYP OF 6) I ANTENNA - - (TYP OF 3) - - EXISTING AT&T ALLGON ANTENNA TO - - - - BE REMOVED AND REPLACED W/ - - - EXISTING AT&T - REPLACEMENT ALLGON 7920.00 _ ANTENNA TO REMAIN - - - ANTENNA - (TYP OF 6) -(TYP OF 3) ["� - NEW AT&T (6) RUNS OF 1-5/6" - COAX ROUTE TO FOLLOW EXISTING NEW AT&T (6) RUNS OF 1-5/8" - - - ROUTE WITHIN EXISTING MONOPOLE - _ COAX ROUTE TO FOLLOW EXISTING - - - ROUTE WITHIN EXISTING MONOPOLE _ - - - - EXISTING AT&T 132'-0" HIGH - - MONOPOLE - - - - EXISTING AT&T- - - 132'-0" HIGH MONOPOLE I - - - EXISTING 6'-0" DIA. - - MICROWAVE DISH - TOP OF EXISTING MICROWAVE DISH TOP OF EXISTING MICRO AVE DISH 1'•, -- 48'-0" - C.L- OF EXEMICROWAVE DISH C.L. OF EXISTING MICROWAVE DISH _.. - - -- - 45_0" - BOTTOM ONG MICROWAVE DISH -- BOTTOM OF EXISTINGMICROWAVE DISH -K - I 42'_0" -- 42'-0^ - - EXISTING 6'-0" DIA. - - - - MICROWAVE DISH - - AT&T _ IDGE - - EXISTING AT&T - - - -- - - - ICEBRIDGE -- - EXISTING 6'-0" HIGH - NG AT&T CHAIN UNK FENCE - " X 20'-0" EXISTING AT&T - MENT SHELTEREQUIPMENT 4NG 6'-0" HIGH SHELTER - LIANG LINK FENCE - - GRADE 41 GRADE __. . - - -- -- -- 8� 45t3lY SCALE: U6' -P-0 4' 8' 16' 24'x38' SCALE UB' -P-0 ^ -- WEST ELEVATION xm �AL� Ut6 -r-0 - 1 SOUTH ELEVATION >t>r VM* -T 0 L _ /0\ L� 70/24/2004 SSUED FOR - 90% CD REVIEW CJC i 10/27/2004SSUED 'CONSTRUCTION FOR Cic k OPTIONAL DOWNTILT BRACKET `PANEL ANTENNA (TYP) m VERIFY WITH RF DATA SHEET -NOTES PIPE MOUNT (TYP) .11). INSERT SCISSOR BRACKETS_ VALMONT MICROFLECT BETWEEN THE UPPER PART X81461 OR ANTENNA MOUNTING APPROVED EQUAL BRACKET AND THE UPPER PARTS: POLE ADAPTER BRACKET, SECURE USING 1/2 INCH HARDWARE PROVIDED. 2), TO SET THE DEGREEOF DOWNTILT, ALIGN THE DESIRED HOLES ON THE SCISSOR BRACKETS AND SECURE USING 5/16 INCH HARDWARE PROVIDED. 3), THE NUMBER OF CONNECTORS WILL VARY BASED ONANTENNATYPE. ITEM. DESCRIPTION 1 _QTY i ADAPTER, POLE, LOWER 2O i BRACKET, DOWNTILT, POLE 3O 1 BRACKET, DOWNTILT, ANTENNA ® 4 1/2 X 1 HEX HEAD BOLT SO 4 1/2 SPLIT WASHER © 2 5/16 X i HEX HEAD -BOLT 7 1 2 1 5/16 SPLIT WASHER DOWNTILT I BY NTEN MANfAC' UFAC' ANTENNA FRONT SUPPORT PIPE SIDE ANTENNA - ALLGON 7920.00 WIND AREA = 5.7 SQ.FT. PERSPECTIVE CONTRACTOR TO VERIFY EXACT PARTS LIST AND WEIGHT = - 36.3 LBS (16.5 KG) ANTENNA INSTALLATION WITH MANUFACTURERS SPECIFICATIONS ND CONSTRUCTION MANIA - --- 1 ANTENNA MOUNTING DETAIL , 2 ANTENNA DETAIL SCAM. NOTE: SECTOR C 1, DRAWING SCHEMATIC ONLY TYPICAL OF EACH ANTENNA, VERIFY WITH FINAL RF GAMMA DATA SHEET. 18 1-6 1 2 3 4 5 6 2. CONTRACTOR TO VERIFY NEED FOR DUPLEXER/DIPLEXER AND VERIFY WITH 17v FINAL RF DATA SHEET PRIOR TO INSTALL (SHOWN ON SCHEMATIC FOR 7 INFORMATION ONLY).3. CONTRACTOR TO VERIFY NEED FOR TMAS AND VERIFY WITH FINAL RF DATA SECTOR BSECTOR A SHEET PRIOR TO INSTALL (SHOWN ON SCHEMATIC FOR INFORMATION ONLY). BETAALPHA 13-187-12 F-7 ALLGON 7920.00 (TYP) O O O O 00 00 – W EXISTING MAIN COAX (TYP) TO BE RELOCATED BULKHEAD JUMPER --` CABLE (TYP) MALE (TYP) FEMALE (TYP)— TMA O NEW COAX ROUTE TO FOLLOW [E] ROUTE (2 NEW 1-5/8" RUNS) BTS EQUIPMENT TYPICAL ANTENNA / SECTOR CABLE MARKING TAGS ALL RF CABLE SHALL BE MARKED AS PER CABLE in i—ATinKIC 7AGI C Rfl r1W CABLE MARK[NG LOCATIONS 10/24/2004 SECTOR A TAG TOTAL NEW - - AZIMUTH = 80" - - - - ANTENNA MODEL EXISTING ALLGON 7920.00 EXISTING ANTENNA X MANUFACTURE ANTENNA 7920.00 X X ANTENNA 1 EXISTING 1 REPLACEMENT I EXISTING REPLACE 1 QUANTITY X RED - 7, RAD 705,_6•• _ 105'-6" 105-6" - CENTER AT BTS Q KENNETH D OA KE] BRASS TAG LOCATIONS PER ABOVE DIAGRAM DOWN TILT O' O' 0 - CABLE SIZE EXISTING 1-1/4" (2) NEW 1-5/8" (2) EXISTING 1-5/8" EXISTING 1-1/4" 2 NEW CABLE .LENGTH 140-0 140'x0"t 140'-0"t 280'-0' NOTE: SECTOR C 1, DRAWING SCHEMATIC ONLY TYPICAL OF EACH ANTENNA, VERIFY WITH FINAL RF GAMMA DATA SHEET. 18 1-6 1 2 3 4 5 6 2. CONTRACTOR TO VERIFY NEED FOR DUPLEXER/DIPLEXER AND VERIFY WITH 17v FINAL RF DATA SHEET PRIOR TO INSTALL (SHOWN ON SCHEMATIC FOR 7 INFORMATION ONLY).3. CONTRACTOR TO VERIFY NEED FOR TMAS AND VERIFY WITH FINAL RF DATA SECTOR BSECTOR A SHEET PRIOR TO INSTALL (SHOWN ON SCHEMATIC FOR INFORMATION ONLY). BETAALPHA 13-187-12 F-7 ALLGON 7920.00 (TYP) O O O O 00 00 – W EXISTING MAIN COAX (TYP) TO BE RELOCATED BULKHEAD JUMPER --` CABLE (TYP) MALE (TYP) FEMALE (TYP)— TMA O NEW COAX ROUTE TO FOLLOW [E] ROUTE (2 NEW 1-5/8" RUNS) BTS EQUIPMENT TYPICAL ANTENNA / SECTOR CABLE MARKING TAGS ALL RF CABLE SHALL BE MARKED AS PER CABLE in i—ATinKIC 7AGI C Rfl r1W CABLE MARK[NG LOCATIONS 10/24/2004 SECTOR B TAG TOTAL NEW - - AZIMUTH = 320' - - - - ANTENNA MODEL EXISTING ALLGON EXISTING ANTENNA X MANUFACTURE ANTENNA 7920.00 X X AN - i EXISTING 1 REPLACEMENT 1 EXISTING REPLACE i OUANTItt X RED NOT USED 7, RAD 105.-6" 105,-6" - 105.-6" X CENTER AT BTS Q KENNETH D OA KE] BRASS TAG LOCATIONS PER ABOVE DIAGRAM DOWN TILT 0' O' 0' - CABLE SIZE .EXISTING 1-1/4" _ (2) NEW 1-5/8" (2) EXISTING 1-5/8" EXISTING 1-1/4" 2 NEW CABLE LENGTH 140'-0"t 140'-0"t 140'-0"t 280'-0" NOTE: SECTOR C 1, DRAWING SCHEMATIC ONLY TYPICAL OF EACH ANTENNA, VERIFY WITH FINAL RF GAMMA DATA SHEET. 18 1-6 1 2 3 4 5 6 2. CONTRACTOR TO VERIFY NEED FOR DUPLEXER/DIPLEXER AND VERIFY WITH 17v FINAL RF DATA SHEET PRIOR TO INSTALL (SHOWN ON SCHEMATIC FOR 7 INFORMATION ONLY).3. CONTRACTOR TO VERIFY NEED FOR TMAS AND VERIFY WITH FINAL RF DATA SECTOR BSECTOR A SHEET PRIOR TO INSTALL (SHOWN ON SCHEMATIC FOR INFORMATION ONLY). BETAALPHA 13-187-12 F-7 ALLGON 7920.00 (TYP) O O O O 00 00 – W EXISTING MAIN COAX (TYP) TO BE RELOCATED BULKHEAD JUMPER --` CABLE (TYP) MALE (TYP) FEMALE (TYP)— TMA O NEW COAX ROUTE TO FOLLOW [E] ROUTE (2 NEW 1-5/8" RUNS) BTS EQUIPMENT TYPICAL ANTENNA / SECTOR CABLE MARKING TAGS ALL RF CABLE SHALL BE MARKED AS PER CABLE in i—ATinKIC 7AGI C Rfl r1W CABLE MARK[NG LOCATIONS 10/24/2004 SECTOR C TAG TOTAL NEW - X - AZIMUTH = 200' - ®® ANTENNA MODEL EXISTING ALLGON EXISTING - ANTENNA X MANUFACTURE ANTENNA 7920.00 X X ANTENNA 1 EXISTING i REPLACEMENT 1 EXISTING REPLACE 1 QUANTITY X RED NOT USED 7, RAD 105•-6" 105'-6" 105,-6" X CENTER AT BTS Q KENNETH D OA KE] BRASS TAG LOCATIONS PER ABOVE DIAGRAM DOWN TILT 0' 0 0 ONE CABLE SIZE EXISTING i-t/a" (2) NEW 1-5/8" (2) EXISTING 1-5/8" EXISTING 1-1/4" • 2 NEW CABLE LENGTH 140'-0"t 140'-0"f 140'-0"t BLUE NOTE: SECTOR C 1, DRAWING SCHEMATIC ONLY TYPICAL OF EACH ANTENNA, VERIFY WITH FINAL RF GAMMA DATA SHEET. 18 1-6 1 2 3 4 5 6 2. CONTRACTOR TO VERIFY NEED FOR DUPLEXER/DIPLEXER AND VERIFY WITH 17v FINAL RF DATA SHEET PRIOR TO INSTALL (SHOWN ON SCHEMATIC FOR 7 INFORMATION ONLY).3. CONTRACTOR TO VERIFY NEED FOR TMAS AND VERIFY WITH FINAL RF DATA SECTOR BSECTOR A SHEET PRIOR TO INSTALL (SHOWN ON SCHEMATIC FOR INFORMATION ONLY). BETAALPHA 13-187-12 F-7 ALLGON 7920.00 (TYP) O O O O 00 00 – W EXISTING MAIN COAX (TYP) TO BE RELOCATED BULKHEAD JUMPER --` CABLE (TYP) MALE (TYP) FEMALE (TYP)— TMA O NEW COAX ROUTE TO FOLLOW [E] ROUTE (2 NEW 1-5/8" RUNS) BTS EQUIPMENT TYPICAL ANTENNA / SECTOR CABLE MARKING TAGS ALL RF CABLE SHALL BE MARKED AS PER CABLE in i—ATinKIC 7AGI C Rfl r1W CABLE MARK[NG LOCATIONS 10/24/2004 TAPE TAG LOCATIONS r2. X X BEFORE ANTENNA ®® X Architects — engineers, F.C. AFTER TMA (AS NEEDED) 3. X ALPHA, A, X BEFORE TMA (AS NEEDED) 4. X X END OF MAIN COAX 5. X X INSIDE OF BULKHEAD 6. X RED NOT USED 7, X X NOT USED 8. X X AT BTS NOTE: VERIFY FINAL SITE CONFIGURATION WITH RF DATA SHEET/ ENGINEER. ANTENNA POSITION AND CABLE DEFINITION CABLE MARKING COLOR CONVENTION TABLE 10/24/2004 POS 7 POS 8 POS 9 POS 10 POS 11 POS 12 SECTOR ®® (EXAMPLE SEC7DR ALPHA, CABLE A3 WOULD BE THREE RED BANDS). Architects — engineers, F.C. GENE RAL DYNAMICS ®® I I I ALPHA, A, X ONE TWO THREE FOUR FIVE SIX COLOR CODING. RED RED RED RED RED RED POS 13 POS 14 POS 15 POS 16 POS 17 POS 18 SECTOR B Q KENNETH D OA KE] BRASS TAG LOCATIONS PER ABOVE DIAGRAM C CALLOUT FOR ANTENNA BETA, B, Y ONE TWO THREE FOUR FIVE SIX BLUE BLUE BLUE BLUE BLUE BLUE 9 107282004 POS 1 POS 2 POS 3 POS 4 POS 5 POS 6 SECTOR GAMMA, C. Z, ONE TWO THREE FOUR FIVE SIX GREEN . GREEN GREEN GREEN GREEN GREEN POS 19 POS 20 POS 21 POS 22 •POS 23 POS 24 SECTOR DELTA, D, W ONE TWO THREE FOUR FIVE SIX YELLOW YELLOW YELLOW YELLOW YELLOW YELLOW Qp 10/24/2004 ISSUED FOR - 90% CD REVIEW CJC A 10/27/2004 ISSUED FOR CONSTRUCTION CJC TS ®® (EXAMPLE SEC7DR ALPHA, CABLE A3 WOULD BE THREE RED BANDS). Architects — engineers, F.C. GENE RAL DYNAMICS ®® I I I SUITE 200 2, TAPES — RED, BLUE, GREEN AND YELLOW. . 2377 GOLD MEADOW WAY L NWDOD,HWA� 98035' GOLD RIVER, CA 95670 COLOR CODING. PHONE (425) 670-8651 - - - KDC - FAX: (425) 712-0846 NOTE: CONSULTANT: --- 1. USING COLOR BANDS ON THE CABLES, MARK ALL RF CABLE BY SECTOR AND GSM 850 U9 CABLE NUMBER AS SHOWN ON "CABLE MARKING COLOR CONVENTION TABLE" TS ®® (EXAMPLE SEC7DR ALPHA, CABLE A3 WOULD BE THREE RED BANDS). Architects — engineers, F.C. GENE RAL DYNAMICS ®® I I I SUITE 200 2, TAPES — RED, BLUE, GREEN AND YELLOW. . 2377 GOLD MEADOW WAY L NWDOD,HWA� 98035' GOLD RIVER, CA 95670 COLOR CODING. PHONE (425) 670-8651 - - - KDC - FAX: (425) 712-0846 NOTE: CONSULTANT: --- 1. USING COLOR BANDS ON THE CABLES, MARK ALL RF CABLE BY SECTOR AND GSM 850 U9 CABLE NUMBER AS SHOWN ON "CABLE MARKING COLOR CONVENTION TABLE" TS TDMA 850 (EXAMPLE SEC7DR ALPHA, CABLE A3 WOULD BE THREE RED BANDS). TDMA 1900 GENE RAL DYNAMICS THE STANDARD CABLE MARKING TAPE IS BASED ON THE "4 NEMA" COLORED WIRELESS SERVICES 2, TAPES — RED, BLUE, GREEN AND YELLOW. . 2377 GOLD MEADOW WAY 3. ON EXISTING SITE THE COLOR CODING SHALL FOLLOW THE EXISTING MARKET GOLD RIVER, CA 95670 COLOR CODING. 4, IN THE ABSENCE OF AN EXISTING COLOR CODING AND TAGGING SCHEME, ORD 90 RAWN Y:=CHK.: APV.:— WHEN INSTALLING NEW COAXIAL CABLES, THIS GUIDELINE IS TO BE EJC IMPLEMENTED AT THE SITE REGARDLESS OF TECHNOLOGY. I CJC LICENSU NOTE: IF THERE IS NO EXISTING COLOR CODING REFER TO WNS-217 Q KENNETH D OA KE] BRASS TAG LOCATIONS PER ABOVE DIAGRAM C CALLOUT FOR ANTENNA * o. 01 50 # POSITION CALLOUT FOR U9 �, Ren. 31-2005 TECHNOLOGY 9 107282004 ��Q LINE BRASS TAG ' SHEET TIT CABLE CODE TECHNOLOGY TYPE G9 GSM 1900 G8 GSM 850 U9 UMTS 1900 TS TDMA 850 T9 TDMA 1900 SALE 1 4 ICABLE MARKING SCHEMATIC AND NOTES _ 3 ANTENNA SCHEDULE wT& _--- _-_ - - - T__ -- - - -- DETAILS i NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS NOTES: DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. ANTENNA GROUND BAR 1) ANTENNA INCLUDES A FEMALE W/O INSULATORS, BONDED - - DW CONNECTOR 2. WEATHER PROOFING SHALL BE TWO TAPE KIT. COLD TO ANTENNA - DIRECTLY TO THE TOP OF - 2) JUMPER CABLE INCLUDES (2) -MALE MALE DIN SHRINK SHALL NOT BE USED. MONOPOLE MONOPOLE SEE NOTE 1. - ON CONNECTOR'S CONNECTOR - SEE DETAIL. 005 (SIMILAR) - -3) SURGE ARRESTOR INCLUDES (2) -FEMALE FEMALE DIN TO ANTENNAS - STANDARD GROUND - - - DIN CONNECTORS - CONNECTOR KIT (TYP.) - - ANTENNA GROUND BAR ANTENNA -W/0 INSULATORS, - - - WEATHERPROOFING MOUNTED HORIZONTAL INSIDE OUTSIDE - WEin t'RXIHER #6 AWG (PROVIDED BELOW EXIT PORT SEE - _ ) WITH GROUND KIT TYP.) NOTE 1. SEE DETAIL 005 'I - - - - CABINET CABINET EXIT PORT - - - YZ" JUMPER CABLE -COAX CABLE COAX JUMPERD KIT (TYP.) � (TYP. FOR ALL) EXOTHERMIC WELD - - - - MALI DIN (TYP.)_ —\may #2 AWG BCW ANDREW CONNECTOR - SOLID TINNED - APTDC—BDFDF-WB TO SHELTER - (2 PLACES) - SURGE ARRESTOR OR CONNECTOR -VIA TRAY OR _ APPROVED EQUAL WEATHERPROOFING ICEBRIDGE MONOPOLE PIER - MALE DIN CONNECTOR - WT (TYP.) #2 AWG BCW - - - SEE NOTE 2 A GROUND RING GROUND.�/,`�-'^�SOLID TINNED_ITHOUT / (NPICAL OF Z)MAIN COAX CABLE ANTENNA CABLETORS. BONDED — - - LY TQ TOP OF FEMALE DFN CONNECTORFEMALE DIN TO BTS EQUIPMENTOLE OR TOWER. NOTE: FEMALE DIN CONNECTOR CONNECTOR (TYP.) 1. NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF MONOPOLE, ANTENNA LOCATION AND CONNECTION MALE DIN CONNECTOR ORIENTATION. PROVIDE AS REQUIRED. - - - - y2" JUMPER TO BE PROVIDED AND - CONNECTION OF GROUND WIRE TO INSTALLED BY CONTRACTOR GROUND BAR TOWER/MONOPOLE KTS 2 MONOPOLE GROUND DETAIL 3 =NOT _ 4 CONNECTION ryDIAGRAM N.T,% 1 GROUND BAR AT ANTENNAS S sc N.TH 5 2 #6 AWG FROM - 4 m - _ 12" TO 24" - ANTENNA CABLE ANTENNA CABLE _ - - GROUND KIT - -- - - � 7/16"2' /16 'Cl 3/ ° GROUND BAR S�^ 2°° ON WALL, ICE r_L/}IA✓J ° 0 0"0 ° ° 2 1/2"0 MAX. BRIDGE, FLOOR WEATHERPROOFING KIT OR ON ANTENNA 3 �0 0 ° 1 SEE DETAIL 005 - _ (SEE NOTE 3). TOWER i" CABLE GROUND KIT LEGEND #6 AWG STRANDED COPPER GROUND - - - - I - - - WIRE (GROUNDED TO GROUND BAR) 1- COPPER GROUND BAR'4 "X 4"X 20", NEWTON INSTRUMENT CO. -(SEE NOTE 1 & 2) CAT, NO. B-6142 OR EQUAL. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL O 0 Q O Q Q OQ VARY BASEDON NUMBER OF GROUND CONNECTIONS) - CONNECTIDN OF CABLE GROUND KIT TO 2— INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 OR EQUAL _ ANTENNA GABLE 3— 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. -MOTES:_ _ *TWO HOLE LUG, OR \—GROUND CONDUCTOR CAT. N0. 3015-8 OR EQUAL 1•DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS - EXOTHERMIC WELD TO BE SHALL BE ELIMINATED DIRECT GROUND WIRE DOWN TO GROUND BAR. USED WITH #2 AWG BCW TO - WHEN GROUND BAR IS 4— WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. BUILDING SERVICE GROUND OR - ELECTRICALLY BONDED TO CAT NO. A-6056 OR EQUAL 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH TWO—HOLE LUG. GROUND RING METAL TOWER/MONOPOLE 5— 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. - _ STRUCTURE CAT NO. 3012-1 OR EQUAL_ - 3, WEATHER PROOFING SHALL BE TWO—PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. *GROUND BARS AT THE BOTTOM OF TOWERS/MONOPOLES 6- INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO - - SHALL ONLY USE EXOTHERMIC WELDS. TOWER/MONOPOLE STRUCTURE. CONNECTION TO TOWER/MONOPOLE - STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. - 5 GROUND BAR CONNECTION H 6 GROUND BAR DETAIL NTS. CABLE GROUNDING DETAIL 1. ALL ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE - 8. WHEN SUPPLYING POWER FROM AN EXISTING PANELBOARD, PROVIDE NEW - xTE R e$ EXISTING CONCRETE SHELTER LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. CIRCUITRY PROTECTION DEVICE TO MATCH THE EXISTING PANELBOARD TYPE AND NEW PORT oN. �' - A.I.C. RATING AND AS NECESSARY TO MEET THE CIRUIT REQUIREMENTS SHOWN EXTERIOR OF < 2. CONFORM WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE. THE ON THE DRAWINGS. NEW CIRUIT BREAKERS SHALL MEET THE REQUIREMENTS OF STEEL PLATE MICROFLECT B1884 WAVEGUIDE REQUIREMENTS OF ALL APPLICABL€ MUNICIPAL AND STATE CODES AND TE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. - e, ENTRY PANEL (4 PORTS). SEAL REGULATIONS. AND UTILITY GUIDELINES. - ALL EDGES USING MICROFLECT 8184 9. REARRANGE CIRCUITING AS NECESSARY TO ENSURE A BALANCED LOAD ACROSS _ EXISTING - SEALING TAPE AND MICROFLECT 8195 3. PERFORM ALL VERIFICATION, OBSERVATIONS, TESTING AND EXAMINATION OF ALL PHASES OF PANEIBORA05 INVOLVED WITH THE PROJECT. _ POLYPHASER ALUMILASTIC SEALANT, TYP. WORK PRIOR TO THE OREDERING OF ELECTRICAL EQUIPMENT AND THE ACTUAL - _ - COAXIAL CABLE(S) PER PLAN. USE CONSTRUCTION. ISSUE A WRITTEN NOTICE OF ALL, THE FINDINGS TO THE 10. PERMANENTLY TAG EACH CONDUCTOR OF EACH SYSTEM IN EACH MICROFLECT BOOT #6535 AT CONSTRUCTION MANAGER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND. PANELBOARD, PULL BOX, J -BOX, SWITCH BOX, ETC. - - CABLE ENTRIES AND SEALING CAP DISCREPANCIES. AT SPARE OPENINGS, TYP. - - - 11. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN UPPTING CIRCUIT NT RATING IWHERE FIRESTOPNG IS NSTALL INTERIORRIWAVEGUDE ENTRY CONNECTED TO RHE EXISTING. X STI G.XARRANGEISTING E WITH E THE OWNERERE S FOR A SHUTDOWN. MAY W WIRING WILL BE RBE SUBJECTED, T (AS NOTED UONEDRAWINGS),EAND EAI MINIMUM NG THAT T THEY 0,000 A.I.C. AND FILL VOID BETWEEN ENTRIES PERIOD SATISFACTORY TO BOTH PARTIES. WITH KBS SEAL BAGS BY IPC 12. ALL INSULATED GROUND CABLE TO BE GREEN STRANDED COPPER. (800- 34-8796). (UL 1479, 3 HR. S. ALL WIRING SHALL BE SIZED AS INDICATED, WITH A MINIMUM 600V THHN ABLES. RATED)INSULATION. ALL NEW WIRING SHALL BE COLOR CODED COPPER, MINIMUM #12 13. PROVIDE A SEPERATE GROUND WIRE IN ALL RACEWAYS AND C AWG THHN AND MINIMUM #10 AWG OVER 75 FEET UNLESS NOTED OTHERWISE. 14. ALL EXPOSED CIRCUITS SHALL BE ALIGNED WITH EXISTING EQUIPMENT AND WIRE SHALL BE RUN CONCEALED IN EMT UNLESS OTHERWISE NOTED. CONCEALED - - - t�11 AC -90 CAN BE USED FOR DROP DOWNS FROM OUTLET TO EQUIPMENT AND IN STRUCTURAL ELEMENTS. CONDUITS SHALL NOT BE RUN PARALLEL TO HOT WATER WEATHER SEAL l� PARTITIONS UNLESS PROHIBITED BY CODE OR OTHERWISE NOTED. AC -90 MAY BE OR STEAM LINES. WHERE THE CONDUITS CROSS OVER EXISTING CONDUITS OR AND WATER TIGHT - RUN UP TO 20 FEET IN CEILING SPACE. ALL AC -90 AND CONDUIT SHALL BE LINES, THE CONDUITS SHALL- BE FASTENED WITH A 4" SEPERATION, MINIMUM. SUPPORTED AS HIGH AS POSSIBLE ABOVE CEILING TO ALLOW REMOVAL OF ALL CEILING TILES AND LUMINARIES ETC. CABLES ARE NOT PERMITTED TO REST UPON 15. ALL PANEL30ARD DIRECTORIES INVOLVED WITH THE PROJECT SHALL BE _ SUSPENDED CEILING. UPDATED AND REPRINTED TO REFLECT ALL CHANGES ASSOCIATED WITH - ELECTRICAL INSTALLATION/ RENOVATION. " a 6. ALL WIRING, DEVICES AND EQUIPMENT SHALL BE NEW AND Uk APPROVED. EQUIPMENT OF THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER. - - - - • ANCHORAGE: AT CONCRETE USE - - - NOTE: HILTI KWIK BOLT 11 304 SSCF 14-134 7• THOROUGHLY INVESTIGATE ALL EXISTING PANELBOARD(S) INVOLVED WITH THE - 1. CONTRACTOR TO FIELD '''A W/1-1/8• MIN. EMBEDMENT; AT PROJECT AND DETERMINE WHICH CIRCUITS SERVE THE AREA OF THIS PROJECT. - - - - - LOCATE CLEAR SPACE �• G WOOD OR METAL USE #14 SS - - BELOW EXISTING ENTRY -- SCREWS FURNISHED BY MFR., TYP. ENSURE CIRCUIT CONTINUITY OF ALL EXISTED AREAS ARE NOT AFFECTED BY THE PORT FOR NEW ENTRY - - (12 PLACES) PROJECT. - - - - -. _ , - •� -SCALE: - - � 12 NOT USED 9 NEW ENTRY PORT DETAIL 10 ELECTRICAL SPECIFICATIONS "T$' Qp 10/24/2004 ISSUED FOR 90% CO REVIEW CJC • Q -10/27/2004 ISSUED FOR CONSTRUCTION CJC 170 ml, 111 ilk 16 0 APPROVED SEP 2 peltNPment EW 27 2001 DATE USE PERMIT, VARIANCE MINOR Up U.P.....,--.ADM.PERMIT, __,_,,,_.,,, PLANNING COMMISS. DIRECTOR OF DEVELOPMENT SERVICES 5 }j �t KAESTNER ARCHITECTS & PLANNERS P.O. Box 9 777 Empire, California 95319 2935 4th Street Ceres, California 95307 Office: (209) 538-8245 Fax: (209) 538-8241 i 0 AR�h'� v C-13523 Expires 0' 31 JAN. 2003 TF QF �`Fq� I CA AT&T WIRELESS SERVICES 10030 Goethe Road AT&T Sacramento, California 95827 Office: (916) 857-6423 D ECEOWE JUL 3 2001 BUTTE COUNTY PLANNING DIVISION THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO AT&T WIRELESS AND IS FURNISHED IN CONFIDENCE AS AN INSTRUMENT OF SERVICE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING, REVIEW AND OR CONSTRUCTION OF A SPEICIFIC PROJECT. THIS DOCUMENT AND OR ITS CONTENTS WAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF AT&T WIRELESS. REVISIONS DATE: DESCRIPTION: 3/29/01 REV ANTENNAS o W z a) z w r- In (L w w d' o r0 V)ai per•, tO� Z z �t 0 V w10 o vA uj Q O lid v Z J Q ..1 p Z O O "' Q J :n Iog0 LM F- W r' W 0 o OC W aF CL CL O SI ; PLAN ENRGED ARE PLAN EXTIJOIOR ELEVATION I 01-110.263 REV CUP-1