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HomeMy WebLinkAboutMUP 02-03y 0 ; t PROJECT SUMMARY SHEET FILE #: MUP 02-03 PROJECT TYPE: Minor Use Permit APPLICANT: SiteCom for Metro PCS - Lisa Burke ADDRESS: 725 30th Street, Suite 203, Sacramento, CA 95816 OWNER: John P. Rehklau ADDRESS: 1292 Antwerp Lane, San Jose, CA 95118 PROJECT DESCRIPTION: Minor Use Permit to place nine 5 -square foot panel antennas at the 110 foot level on an existing 120 foot tall lattice tower, Equipment cabinets will be placed inside an existing building PROPERTY ZONED: C-2 (General Commercial) LOCATED: On the west side of Silverbell Road, approximately 500 feet south of East Eaton Road, at 3415 Silverbell Road, Chico AP#: 007-390-001 TOWN/AREA: Chico GENERAL PLAN DESIGNATION: Commercial 1. Application complete: July 20, 2001 Amount: $ 442.00 Receipt #: 19692 & 19693 . w . 2. Comments sent to: Development Services Director, Public Works Director, Environmental Health, Assessor, Building Manager, ALUC, LAFCo, City of Chico, California Department of Forestry, CalTrans 3. Comments received from: 4. Rezone Petition Signatures Checked: 5. Mailing List/Lead-in Sheet: 6. Assigned To: Stephen Betts 7. Environmental Determination: State Clearinghouse No: -UIA Categorical Exemption-CEQA# 153 t� Negative Declaration Mitigation Negative Declaration Subject to Fish & Game: _N[O Environmental Impact Report Gen. Rule Ex. -CEQA # 15061.(bx3) Other 8. Staff Report: Z -3,0-0/ Project Video: Up 9. Clearinghouse circulation required: Yes No Date Sent to SCH: 10. Publication Notice Written: ;P- 2.,r) - o/ Display Ad Prepared: 11. Notices Mailed: P- S /—y / Number of Notices: 12. Newspaper Publication Date: - c-0 / 13. Planning Commission Hearing(s):Z/ta--s��- Action taken: Special Conditions: Commission Resolution No. 14. Board of Supervisors' Hearing(s): Action taken: Board Resolution No.: Ordinance No: Adopted: 15. Type Minor Use Permit/Send for signature: 16. N.O.E. / N.O.D. / APPENDIX G: Fish & Game Fees Paid: Yes No 17. Send validated Minor Use Permit: 18. Assessor's Memo: 19. Copy of Minor Use Permit / Variance to Planning Technician: 7 County Center Drive - Oroville, California 95965 - 530-538-7601 - FAX 530-538-7785 SiteCom for Metro PCS, (Item determined to be Categorically Exempt from environmental review), Minor Use Permit to place nine 5 -square foot panel antennas at the 110 -foot level, on an existing 120 -foot tall lattice tower. Equipment cabinets would be placed inside an existing building on property zoned C-2 (General Commercial). The property is located on the west side of Silverbell Road, approximately 500 feet south of East Eaton Road, at 3415 Silverbell Road, Chico. APN 007-390-001 (SB) (MUP 02-03) It was moved by Commissioner Mooney, seconded by Commissioner Marin, and unanimously carried to approve the Minor Use Permit for SiteCom for Metro PCS, MUP 02-03, subject to the following findings and conditions: Find that the project is exempt from the provisions of the California Environmental Quality Act under Section 15311. Section 15311 consists of construction of minor structures accessory (appurtenant) to existing commercial facilities. Antennas colocated on an existing tower are considered to be accessory structures. H. Approve the Minor Use Permit 02-03 for SiteCom for Metro PCS, subject to the following findings and the conditions in Exhibit "A:" A. The proposed location, size, design, and operating characteristics of the proposed use is in accordance with the purpose of this Ordinance, the purpose of the zone in which the site is located, the Butte County General Plan, and the development policies and standards of the County because: Conditions of approval have been applied to this project pursuant to the applicable requirements of Section 24-262 (Wireless Communication Facilities). The project is in accordance with the purpose of the zone in which the land lies and the Butte County General Plan because the project site is designated Commercial and is zoned C-2. The Commercial land use designation allows public utilities as Secondary Uses. The C-2 zone allows colocation of communication facilities with approval of a Minor Use Permit. B. The location, size, design, and operating characteristics of the proposed use would be compatible with, and would not adversely affect, or be detrimental to adjacent uses, residents, buildings, structures, or natural resources, with consideration given to: Harmony in scale, bulk, coverage, and density: The proposed antennas would not increase the height of the existing tower or extend horizontally beyond the existing antennas. 2. The availability of public facilities, services and utilities: Electrical power service is already established to .the property and no additional services or utilities are required. - BUTTE'COUNTY PLANNING COMMISSION ■MINUTES ■OCTOBER 11, 2001 ■ PAGE 16 0 3. The harmful effect, if any, upon desirable neighborhood character: The project site is already developed with a 120 foot tall lattice tower. The proposed antennas to be mounted on the existing tower would not have a harmful effect upon the neighborhood character. The radio-frequency emissions from the proposed antennas must not exceed FCC regulations. Only a minor amount of vehicle traffic would be generated during installation of the antennas and equipment cabinets. The communications facility is unmanned and only one to two site visits per month per wireless carrier would be required after construction. 5. The suitability of the site for the type and intensity of use or development which is proposed: The site is ideally suited for the project because the proposed antennas would be mounted on the existing 120 foot tall lattice tower. The project would not have an impact on any of the commercial uses established on the site. 6. Any other relevant impact of the proposed use: The Planning Division has circulated the proposed communication facility application to County Agencies and has received no evidence that the use would cause any other relevant impact. C. Based on the above findings, the proposed location, size, design, and operating characteristics of the proposed use, and the conditions under which it would be operated or maintained would not be detrimental to the public health, safety, or welfare, or injurious to properties or improvements in the vicinity. D. The proposed use shall comply with each of the applicable provisions of the Chapter 24, Section 262, of the Butte County Code. E. This project would colocate antennas on an existing communications tower, which eliminates the need for a new communications tower to be erected elsewhere in the project area. F. The radio-frequency emissions from the antennas on the tower are below the limits set by the Federal Communications Commission: G. The proposed antennas would not create any impacts to aircraft operations. Conditions of Approval: Planning Division: 0 BUTTE COUNTY PLANNING COMMISSION 0 MINUTES ■ OCTOBER 11, 2001 ■ PAGE 17 0 1. The new antennas and mounting hardware shall be painted to match the color of the existing tower. - 2. 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. 3. The installation of the Facility shall comply with all applicable building and electrical codes. The Facility operator shall submit certification from a registered structural engineer to the Building Division, that all associated monopoles and towers in excess of thirty (30) feet in height will withstand sustained winds as required by the Uniform Building Code. 4. No advertising or display shall be permitted on the Facility. The placement of any antenna or structure shall not adversely affect any on-site sewage disposal system or its repair area without written approval from the Division of Environmental Health. 6. The installation of the Facility shall not violate any existing deed restrictions. 7. The Facility shall have a twelve (12) -foot wide all-weather access to a publicly maintained road capable of supporting a forty thousand (40,000) -pound fire apparatus with fifteen (15) feet of vertical clearance. There shall be no outdoor vehicle or equipment storage except for emergency purposes. 9. The Facility shall fall within current standards and regulations of the FAA, the FCC, and any other State and/or Federal agency with the authority to regulate such Facility. If such standards and regulations are changed, the property owner or responsible party shall bring the Facility into compliance with such revised standards and regulations within ninety (90) days of the effective date of such standards and regulations, unless a more stringent compliance schedule is mandated by the controlling agency. 10. The Facility or combination of the Facilities on the site shall not generate, at any time, electromagnetic frequency radiation (EMF) or radio frequency radiation (RF) in excess of the FCC adopted standards for human exposure, as amended over time. 11. If it is found that the Facility is or will be detrimental to the health, safety, or welfare of persons working or residing near such facility, then the service provider(s) and property owner shall be jointly and solely responsible for the removal, adjustment, or replacement of the Facility. In no case shall the Facility remain in operation if it is found to create a hazard to health, safety, and welfare. The Facility shall not be found to create a hazard to health, safety, or welfare as a result of EMF or RF emissions from the Facility so long as it meets all current standards established by the FCC, pursuant'to FCC OET 65. Prior to issuance of the building permit for the installation of the Facility, the applicant shall 0 BUTTE COUNTY PLANNING COMMISSION 0 MINUTES 0 OCTOBER 11, 2001 ■ PAGE 18 0 w post a performance security in an amount and form determined by the Director of.' . Development Services that is sufficient to cover the cost of a one-time test by a radio frequency consultant selected by the County, sufficient to determine whether the Facility's RF/EW emissions comply with FCC standards. If the Facility's emissions are determined to exceed FCC standards, the applicant is required to pay for such other tests and other corrective measures as are necessary to establish compliance with FCC OET 65 and its successors and such noncompliance shall constitute sufficient grounds to commence a permit revocation hearing which may lead to permit revocation. The applicant shall cooperate in all respects with the County's consultant to assist the consultant to reach his/her conclusion. 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. If the Director of Development Services determines that the Facility is abandoned, the applicant may be required to remove all equipment belonging to the applicant from the premises and return the site to its original condition within thirty (30) calendar days of receipt of notice to abate. If such Facility is not removed and the site returned to its original condition within thirty (30) days, the County may remove the Facility at the applicant's and/or land owner's joint and several expense. 13. All ground level support Facilities shall be painted and/or screened from view with adequate landscaping appropriate to the surrounding environment. All aesthetic treatments, including landscaping shall be maintained as approved for the life of the Facility. 14. The Facility may not encroach into, under, over, above, or upon any public street in the unincorporated area of the County in the absence of a valid encroachment permit from the County. 15. The owner/operator of the Facility shall annually submit a written verification, attested to under penalty of perjury, signed by both the owner/operator and an FCC licensee in the employ of or retained by the owner/operator, that the radio frequency radiation/electromagnetic frequency (RF/EMF) emitted by the facility conforms to safety standards set forth in FCC OET 65. The reports prepared for the Facility shall conform to reporting requirements set by the FCC and the County. The reports shall be submitted to the Planning Division no later than January 31 of each year. 16. The Facility shall be secured at all times to prevent access by the public. 17. The project site shall be developed in accordance with the approved project site plan and the conditions contained herein. Said site plan is on file in the Planning Division, is identified as "Exhibit E" and date-stamped July 20, 2001, and is incorporated herein by this reference. 18. Prior to use of this project, the applicant shall contact the Planning Division for a field inspection to verify all conditions of approval and ordinance requirements have been met. 19. Applicant must also comply with all other applicable State and local statutes, ordinances, and regulations. 0 BUTTE COUNTY PLANNING COMMISSION ■ MINUTES 0 OCTOBER 11, 2001 ■ PAGE 19 0 Building Division 20. Building permits are required. Provide plans and calculations prepared, sealed, and signed by a California licensed architect or registered engineer verifying adequacy of existing tower with addition of antennas. Design shall be in compliance with the 1998 California Building Codes. 0 BUTTE COUNTY PLANNING COMMISSION 0 MINUTES ■ OCTOBER 11, 2001 ■ PAGE 20 ■ r SiteCom for Metro PCS, (Item determined to be Categorically Exempt from environmental review), Minor Use Permit to place nine 5 -square foot panel antennas at the 110 -foot level on an existing 120 -foot tall lattice tower. Equipment cabinets would be placed inside an existing building on property zoned C=2 (General Commercial). The property is located on the west side of Silverbell Road, approximately 500 feet south of East Eaton Road, at 3415 Silverbell Road, Chico. APN 007-390-001 (SB) (MUP 02-03) Mr. Betts gave a brief summary of the project noting that the Radio Frequency Analysis was performed and were below the FCC requirements.. The hearing was opened to the public. Lisa Burke agreed to the recommended conditions. The hearing was closed. Mr. Meleka concurred with staff's recommendation to approve this Minor Use Permit for SiteCom, MUP 02-03, subject to the findings and conditions listed below: I. Recommend that the Planning Commission find that the project is exempt from the provisions of the California Environmental Quality Act under Section 15311. Section 15311 consists of construction of minor structures accessory (appurtenant) to existing commercial facilities. Antennas colocated on an existing tower are considered to be accessory structures. ]I. Recommend approval to the Planning Commission of Minor Use Permit 02-03 for SiteCom for Metro PCS, subject to the following findings and the conditions in.Exhibit "A:" A. The proposed location, size, design, and operating characteristics of the proposed use is in accordance with the purpose of this Ordinance, the purpose of the zone in which the site is located, the Butte County General Plan, and the development policies and standards of the County because: Conditions of approval have been applied to this project pursuant to the applicable requirements of Section 24-262 (Wireless Communication Facilities). The project is in accordance with the purpose of the zone in which the land lies and the Butte County General Plan because the project site is designated Commercial and is zoned C-2. The Commercial land use designation allows public utilities as Secondary Uses. The C-2 zone allows colocation of communication facilities with approval of a Minor Use Permit. B. The location, size, design, and operating characteristics of the proposed use would be compatible with, and would not adversely affect, or be detrimental to adjacent uses, residents, buildings, structures, or natural resources, with consideration given to: 1. • Harmony in scale, bulk, coverage, and density: ■ BC PLANNING SERVICE MEETING ■ MINUTES 0 SEPTEMBER 26, 2001 0 PAGE 16 ■ P The proposed antennas would not increase the height of the existing tower or extend horizontally beyond the existing antennas. 2. The availability of public facilities, services and utilities: Electrical power service is already established to the property and no additional services or utilities are required. 3. The harmful effect, if any, upon desirable neighborhood character: The project site is already developed with a 120 foot tall lattice tower. The proposed antennas to be mounted on the existing tower would not have a harmful effect upon the neighborhood character. The radio-frequency emissions from the proposed antennas must not exceed FCC regulations. Only a minor amount of vehicle traffic would be generated during installation of the antennas and equipment cabinets. The communications facility is unmanned and only one to two site visits per month per wireless carrier would be required after construction. 5. The suitability of the site for the type and intensity of use or development which is proposed: The site is ideally suited for the project because the proposed antennas would be mounted on the existing 120 foot tall lattice tower. The project would not have an impact on any of the commercial uses established on the site. 6. Any other relevant impact of the proposed use: The Planning Division has circulated the proposed communication facility application to County Agencies and has received no evidence that the use would cause any other relevant impact. C. Based on the above findings, the proposed location, size, design, and operating characteristics of the proposed use and the conditions under which it would be operated or maintained would not be detrimental to the public health, safety, or welfare, or injurious to properties or improvements in the vicinity. D. The proposed use shall comply with each of the applicable provisions of the Chapter 24, Section 262, of the Butte County Code. E. This project would colocate antennas on an existing communications tower, which eliminates the need for a new communications tower to be erected elsewhere in the project area. 0 BC PLANNING SERVICE MEETING 0 MINUTES 0 SEPTEMBER 26, 2001 0 PAGE 17 ■ F. The radio-frequency emissions from the antennas on the tower are below the limits set by the Federal Communications Commission. G. The proposed antennas would not create any impacts to aircraft operations. Conditions of Approval: Planning Division: The new antennas and mounting hardware shall be painted to match the color of the existing tower. 2. 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. 3. The installation of the Facility shall comply with all applicable building and electrical codes. The Facility operator shall submit certification from a registered structural engineer to the Building Division, that all associated monopoles and towers in excess of thirty (30) feet in height will withstand sustained winds as required by the Uniform Building Code. 4. No advertising or display shall be permitted on the Facility. 5. The placement of any antenna or structure shall not adversely affect any 'on-site sewage disposal system or its repair area without written approval from the Division of Environmental Health. 6. The installation of the Facility shall not violate any existing deed restrictions. . 7. The Facility shall have a twelve (12) -foot wide all-weather access to a publicly maintained road capable of supporting a forty thousand .(40,000) -pound fire apparatus with fifteen (15) feet of vertical clearance. 8. There shall be no outdoor vehicle or equipment storage except for emergency purposes. 9. The Facility shall fall within current standards and regulations of the FAA, the FCC, and any other State and/or Federal agency with the authority to regulate such Facility. If such standards and regulations are changed, the property owner or responsible party shall bring the Facility into compliance with such revised standards and regulations within ninety (90) days of the effective date of such standards and regulations, unless a more stringent compliance schedule is mandated by the controlling agency. 10. The Facility or combination of the Facilities on the site shall not generate, at any time, electromagnetic frequency radiation (EMF) or radio frequency radiation (RF) in excess of the FCC adopted standards for human exposure, as amended over time. ■ BC PLANNING SERVICE MEETING 0 MINUTES ■ SEPTEMBER 26, 2001 0 PAGE 18 0 11. If it is found that the Facility is or will be detrimental to the health, safety, or welfare of persons working or residing near such facility, then the service provider(s) and property owner shall be jointly and solely responsible for the removal, adjustment, or replacement of the Facility. In no case shall the Facility remain in operation if it is found to create a hazard to health, safety, and welfare. The Facility shall not be found to create a hazard to health, safety, or welfare as a result of EMF or RF emissions from the Facility so long as it meets all current standards established by the FCC, pursuant to FCC OET 65. Prior to issuance of the building permit for the installation of the Facility, the applicant shall post a performance security in an amount and form determined by the Director of Development Services that is sufficient to cover the cost of a one-time test by a radio frequency consultant selected by the County, sufficient to.determine whether the Facility's RF/EMF emissions comply with FCC standards. If the Facility's emissions are determined to exceed FCC standards, the applicant is required to pay for such other tests and other corrective measures as are necessary to establish compliance with FCC OET 65 and its successors and such noncompliance shall constitute sufficient grounds to commence a permit revocation hearing which may lead to permit revocation. The applicant shall cooperate in all respects with the County's consultant to assist the consultant to reach his/her conclusion. 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. If the Director of Development Services determines that the Facility is abandoned, the applicant may be required to remove all equipment belonging to the applicant from the premises and return the site to its original condition within thirty (30) calendar days of receipt of notice to abate. If such Facility is not removed and the site returned to its original condition within thirty (30) days, the County may remove the Facility at the applicant's and/or land owner's joint and several expense. 13. All ground level support Facilities shall be'painted and/or screened from view with adequate landscaping appropriate to the surrounding environment. All aesthetic treatments, including landscaping shall be maintained as approved for the life of the Facility. 14. The Facility may not encroach into, under, over, above, or upon any public street in the unincorporated area of the County in the absence of a valid encroachment permit from the County. 15. The owner/operator of the Facility shall annually submit a written verification, attested to under penalty of perjury, signed by both the owner/operator and an FCC licensee in the employ of or retained by the owner/operator, that the radio frequency radiation/electromagnetic frequency (RF/EMF) emitted by the facility conforms to safety standards set forth in FCC OET 65. The reports prepared for the Facility shall conform to reporting requirements set by the FCC and the County. The reports shall be submitted to the Planning Division no'later than January 31 of each year. 16. The Facility shall be secured at all times to prevent access by the public. 0 BC PLANNING SERVICE MEETING ■ MINUTES 0 SEPTEMBER 26, 2001 0 PAGE 19 0 Jr? 17. The project site shall be developed in accordance with the approved project site plan and the conditions contained herein. Said site plan is on file in the Planning Division, is identified as "Exhibit E" and date-stamped July 20, 2001, and is incorporated herein by this reference. 18. Prior to use of this project, the applicant shall contact the Planning Division for a field inspection to verify all conditions of approval and ordinance requirements have been met. 19. Applicant must also comply with all other applicable State and local statutes, ordinances, and regulations. Building Division 20. Building permits are required. Provide plans and calculations prepared, sealed, and signed by a California licensed architect or registered engineer verifying adequacy of existing tower with addition.of antennas. Design shall be in compliance with the 1998 California Building Codes. 0 BC PLANNING SERVICE MEETING ■ MINUTES 0 SEPTEMBER 26, 2001 0 PAGE 20 0 r DEPARTMF. NT: OF DEVELOPMET SERVICES BUTTOOUNTY UNIFORM APP ATION ArrLIUAN 1: Agent mtormation to be provided is on other side: APPLICA 'S NA ( If applicant is different from owner an affi(Xit is required) ASSESSOR'S PARCEL NUMBER: e kYD 1965 —' QDq —3,10— cavi ADDRESS: TTY, TATE & ZIP CODE: FILE NUMBER: '(FOR OFFICE USE) q3:5!� a03 qSF1 0-a NAME OF PROPOSED PROJECT (If any) TELEPHONE e c -C.zl - 01 � a 1d -1a/3 LOCATION OF PROJEC ( Major cross streets d Address, if an ) ......s- r. .-.✓.. i ,.'..... .....�.._..'.: .,.,!:...CiF.NFRAT.TNFnRAderrrntvDt~nTTrolr:r% ER'S NAME FADDRESS: APPLICATION REQUESTED t TELEPHONE _ lata C STATE & ZIP CODE: ZONE Z GENERALPLAN G EXIS G LAND USE CPl Y►1 r I l t�tf SIIKSIZE ( in Square Feet or Acres �C`''� rc ¢ 4 I- t 3 0 o s. EXISTING STRUCTURES ( in Square Feet) PROPOSED STRUCTURES (m Square Feet) Nonce 0 ov�e (Check One)N 0 PROPERTY IS OR PROPOSED TO BE SEWERED O PROPERTY IS OR PROPOSED TO BE ON SEPTIC (Check One) D PROPER IS OR PROPOSED TO BE ON PUBLIC WATER 0 PROPERTY IS OR PROPOSED TO BE ON WELL WATER (� Q (Z 0 TENTATIVE PARCEL MAP S TRfT Tl=crm TD111.T APPLICATION REQUESTED t 11 ff AN O GENERAL PLAN AMENDMENT J. -MG IPAM HAY 0 TENTATIVE SUBDIVISION MAP 0 REZONE(2 (� Q (Z 0 TENTATIVE PARCEL MAP 0 USE PERMIT D �-+C L ,C L,C 0 WAIVER OF PARCEL MAP MINOR USE PERMIT �y O ` ,y�� Wi1f 0 BOUNDARY LINE MODIFICATION O VARIANCE LEGAL LOT DETERMINATION O MINOR VARIANCE BUTTE COUNTY CERTIFICATE OF MERGER _ O ADMINISTRATIVE PE PLANNING DIVISION MINING AND RECLAMATION PLAN 0 DEVELOPMENT AGREEMENT O OTHER S TRfT Tl=crm TD111.T Y i 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 7/y, the affidavit with this application.) DATE: �( ('r11 � SIGNATURE: . / &)6 11 ff AN J. -MG IPAM HAY gem Y i 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 7/y, the affidavit with this application.) DATE: �( ('r11 � SIGNATURE: . / &)6 AGENT AUTHORIZATION To Butte County, Department of Development Services; 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 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 Signature Architect and/or Engineer: Print Name Signature (10-111 , , Print Name of Architect/Engineer and Phone Number fa OS Mailing Address 1_ Yil-iff 2 3Zi"1 j FOR OFFICE USE ONLY Verify: Date Received: �( (q /6 Total Amount Received: 4 H 2. O O AP Number(s) bN 1A_ Legal Description Owners Authorization t/ Zoning Requirements ✓ Project Description �— toil, Qz Copies of plot plan Taken b 6 y _ Receipt No. � ct (a qa E.H. IT2.p0 LD Plan 3 So. oo FD Payment of the currently required Application Fee and/or Deposit (Any unused portion of a deposit) will be returned upon .final action. Current fee for this application is $ Make check payable to "Butte County Treasurer". as of AGENT AUTHORIZATION To Butte County, Department of Development Services; Print Name of Agent and Phone Nwnber Mailing Address is hereby authorized to process this application for on my property, identified as Butte County Assessor Parcel Number 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 Signature Architect and/or Engineer: Print Name Signature Print Name of Architect/Engineer and Phone Number PA Mailing Address FOR OFFICE USE ONLY Verify: - Date Received: _ q( l 401 Total Amount Received: 4 H 2. O O AP Number(s) N/a Legal Description Owners Authorization 1— Zoning Requirements ✓ Project Description tqu4 Z Copies of plot plan Taken by b� Receipt No. pctg E.H. q-2. O LD Plan 3 So. oo FD Payment of the currently required Application Fee and/or Deposit (Any unused portion of a deposit) will be returned upon final action. Current fee for this application is $ Make check payable to "Butte County Treasurer". as of Project Description: 9. Site size:_ 2 A C— — Pgr-ce� t L .e, 4 S.c A,r-eq -3 o O (Acres/Sq. Feet) 10. Off-street parking space/s: Full size: Compact: -�� Total: �'" 11. Plans attached Yes Z No _ 12. Proposed development 13. Associated projects r\, 1101- 14. Anticipated incremental or phased development IM A (I 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. V [A, 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. V 6L 18. If institutional, indicate the major function, estimated employment per shift, estimated occupancy, loading ❑ Butte County Department of Development Services ❑ Planning Division ❑ 1 ECEDILE D • COUNTY OF BUTTE JUL 2 0 24N I MENTAL INFORMATION FORM To b Completed By Project Applicant) BUTTE COUNTY PLANNING DIVISION Date Filed _ 7 17/o 1 _Gen orma ion: 1. Nme and Apdodreps of owner, and/or developer,land/ project sponsor: P=S 2. ' d Address of project: 1 qS i3 Assessor's Parcel Number: DD9 — p- Z�p 3. Name, address,an�ele one tuber of errs n to b!a contacted concernin J this prof ,ct: LC a g? 3 4. List and describe any other related permits and other public ap rov Is required for this project, including those required by city, regional, state and federal agencies: 6� 5. Existing general plan designation: 6. Existing zoning district: -2 7. How is land currently used? 8. Proposed use of site (Project for which this form is filed): Project Description: 9. Site size:_ 2 A C— — Pgr-ce� t L .e, 4 S.c A,r-eq -3 o O (Acres/Sq. Feet) 10. Off-street parking space/s: Full size: Compact: -�� Total: �'" 11. Plans attached Yes Z No _ 12. Proposed development 13. Associated projects r\, 1101- 14. Anticipated incremental or phased development IM A (I 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. V [A, 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. V 6L 18. If institutional, indicate the major function, estimated employment per shift, estimated occupancy, loading ❑ Butte County Department of Development Services ❑ Planning Division ❑ 1 facilities, and community benefits to be derived from the project 4A 19.. If the project involves a variance, conditional use, rezoning application, or any development permits, state this and indicat 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). ❑ Butte County Department of Development Services ❑ Planning Division ❑ OA 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 existing drainage 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. _ l/ 29. Substantial change in demand for municipal services (police, fire, water, sewage, etc. including special districts). AZ 30. Substantially increase fossil fuel consumption (electricity, oil, natural gas, etc.). _ 31. Relationship to a larger project or series of projects. _ v ❑ Butte County Department of Development Services ❑ Planning Division ❑ OA Environmental Setting: (Attach.briefdescription) 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. c�lir� o'� P l,% OS 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 S"'e r 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 D Signature or `� (-- - kLAU� K:\FORMS\SUBMITTAL\ENV-INFO ❑ Butte County Department of Development Services ❑ Planning Division ❑ 3 • • USE PERMIT and MINOR USE PERMIT COMMUNICATIONS FACILITY APPLICATION PACKET CHECKLIST D ECEOVE JUL 2 0 2001 BUTTE COUNTY PLANNING DIVISION This checklist is designed to assist applicants in making sure all necessary information is included in their application packet for a communications facility. Please include this checklist along with your submittal. Applicant Planner 1 • P A completed, signed, Uniform Application and Environmental Information form. If the application is signed by an agent for the property 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. a 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 Ueater than 24" x 36". The finished plans shall be folded to 8%z" x 11 ". The detailed site plan must include: a• E Name and address of Applicant, Engineer and/or person who prepared the plan. b•0 11" Property lines and lot dimensions. C-0 aLJ El� Accec¢nr ParrPl N»mhPr(cl n„A A%A vtroor aAA-- d. Proposed use and/or uses of the property. e. El ❑ PPo/4ssed landscaping plan, if applicable. f. LJ✓ 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• ❑ Distah�es from ansignificant y gn ant 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. ❑ ❑ LoN Pion of all slope banks, ponds, creeks, buttes, sloughs, rock outcroppings, natural .drainage courses, irrigation canals and existing vegetation worthy of consideration for preservation, such as oak trees. i• ❑'+�i ❑ An4xisting 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 ton of sheet. k. ❑A^ ❑ "Building setbacks from the ultimate road right-of-way (front, rear, sides). 1 ❑a 0 Pfoposed and existing on-site driveways and/or roads. NIX M. ❑ 9114 ❑ Location, height, and materials of walls and fences (sections may be required). 111 n• ❑""It, El driveways, drawn to scale, on adjacent and across the street properties within 100 feet of the subject site. 0• ❑ "��` ❑ "Existing curbs, gutters, sidewalks and existing paving widths on-site or within 100 feet of the site, on adjacent and across the street properties. P. "Nearest cross streets on both sides with plus or minus distances from subject site. N� q• Elh/`` ElApproximate location of all buildings within 1,000 feet, on adjacent properties. r. ❑KIA ❑ NExistin and g nearest fire hydrants. ❑ "/A s•q ❑ Access, both pedestrian and vehicular, showing service areas and points of ingress and egress. t. ❑d(A ❑ e/Ation contours, at a minimum per USGS maps. IF INSUFFICIENT INFORMATION IS SUBMITTED, THE APPLICATION WILL BE DEEMED INCOMPLETE 2 NIA 4. ❑ ❑ Conceptual Grading Plan Items to be shown include: Nq' 4A a. ❑ ❑ 4atural 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. I/ j • ❑ ❑ All plans must be clear and legible. kStz S� 2 6. �A 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. Statement of Justification: a. Includes a description of the proposed Facility, including the type of facility being requested. IF INSUFFICIENT INFORMATION IS SUBMITTED, THE APPLICATION WILL BE DEEMED INCOMPLETE. 3 b. Height frnm nnbirnl crrnAP to tits+ tnn of nrnnneua C. E:r Support equipment proposed. d. RFR/EMF and wattage output data including the number of channels. e. EY Horizontal and vertical location coordinates. 8. 1XProposed elevations of the structure and any accessory buildings, including building U height and other physical dimensions, drawn to graphic scale. 9. [: 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. v/ 10. ❑ Mock ups required (may be required at any time during the processing of the permit). 11. ❑ A discussion 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. A complete service area map showing the entire wireless communications network 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. 12"'A graphic 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 1 r^9 visually unobtrusive as possible, given technical and engineering considerations, which �M 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 9 • The use of best available technology and/or construction to maximally achieve visual unobtrusiveness is mandatory. 16. ❑�� ❑ Appticaants which operate common carrier facilities (specifically, but not limited (P Y� 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. L✓1 Evidence of a valid, current operating license or constructionermit from the FCC or, if the P , 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. A report, signed by a radio frequency licensed by FCC, qualified engineer the 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. ❑ ❑ LaVndscaping and painting plans for the completed project. X. ❑klk ❑ V/oActs 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 11,'k 21.. ❑ V► ❑ All applications for Facilities that are proposed to be located within the boundaries of any Comprehensive Airport Land Use Plan or Airport Area of Influence, as adopted or designated from time to time by the Butte County Airport Land Use Commission, shall be submitted to the Department of Development Services, Planning Division, and a copy submitted to the Butte County Airport Land Use Commission for review regarding consistency with adopted Comprehensive Airport Land Use Plans and for recommendations addressing potential impacts to air navigation within the Airport Area of Influence. 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: 4wt) Date 1-i, I Applicant/Representative Signature:. i. a10? - Planner Receiving Application K .FORAIS`SUBMITAL'.CHECKLIS CELLUP. WPD Date: q It -7/01 IF INSUFFICIENT INFORMATION IS SUBMITTED, THE APPLICATION WILL BE DEEMED INCOMPLETE. 6 J:\projects\Lanys\Exhibits\mup0203.doc 006210033000 BOOTS DOROTHY C ETAL 210 TONEA WAY CHICO CA 95973 006210051000 GAMEL DANNY L & JANICE E 2448 E CENTRAL FRESNO CA 93725 007240034000 BAXTER LEE E & BEVERLY 442 EATON RD CHICO CA 95973 007240078000 PAISLEY REV INTER VIVOS TRUST 3514 HICKS LN CHICO CA 95973 007260080000 DBA KHSL-TV STUDIO 3460 SILVERBELL RD CHICO CA 95973-0388 007390004000 RETZLOFF JANICE M P 0 BOX 9094 CHICO CA 95927 L7 SITECOM for METRO PCS INC 725 30th ST SUITE 203 SACRAMENTO CA 95816 006210034000 SPERRY JACK B & BERTHA H 208 TONEA WAY CHICO CA 95973 006210092000 C RANDY LANDIS DDS INC 80 DECLARATION DR CHICO CA 95973 007240062000 PACIFIC COAST BUILDING PRODUCTS INC P 0 BOX 160488 SACRAMENTO CA 95816 007260073000 NORTH CALIF FEDERAL LAND BANK ASSN 3435 SILVERBELL CHICO CA 95973 007390002000 CLEVELAND GARY E & TAWNY M 13 GOLD CREEK WAY CHICO CA 95928 007390005000 HURFORD ALBERT DALE 3373 SILVERBELL RD CHICO CA 95973 007390017000 007390018000 CURTIS CHRISTOPHER P & GLORIA A RANDALL AILEEN B 365 GARDENSIDE CT 371 GARDENSIDE CT CHICO CA 95973 CHICO CA 95973 007390020000 PAYTON JOHN & KAREN B 372 GARDENSIDE CT CHICO CA 95973 007390021000 DUNWOODY GILFRED L 364 GARDENSIDE CT CHICO CA 95973 0 007390001000 REHKLAU JOHN P ETAL 1292 ANTWERP LANE SAN JOSE CA 95118 006210035000 BRINKLEY RUSSELL & DANNETTE 206 TONEA WAY CHICO CA 95926 006210093000 WESTPHAL DENIS & CARLLA 95 DECLARATION DR STE 3 CHICO CA 95973 007240076000 MEYERS EUGENE A & ALENE R 472 EATON RD CHICO CA 95973 007260079000 PRIDDY CHARLES R JR & MARY ANN 2515 RAMADA WAY CHICO CA 95973 007390003000 CARLING HAROLD A & MARJORIE 3393 SILVERBELL RD CHICO CA 95973 007390006000 MONLUX ERIC JAMES 3363 SILVERBELL RD CHICO CA 95973 007390019000 OLLENBERGER RYAN D & SHANNON 380 GARDENSIDE CT CHICO CA 95973 007400001000 KING JOHN & MURIEL 3497 HACKAMORE LN CHICO CA 95973 007400002000 007400003000 007400020000 SOUZA JAMES & CHRISTINE CURTIS CHRIS CARLON CHARLES N & AVIS M 3493 HACKAMORE LN 3489 HACKAMORE LN 379 GARDENSIDE CT CHICO CA 95973 CHICO CA 95973 CHICO CA 95973 lZ 0074.00021000 BEDENE FRANK G SR 389 GARDENSIDE CT CHICO CA 95973 006210109000 CC PROPERTIES LP P O BOX 287 PALO CEDRO CA 96073 007400022000 ANDERSON RUSSELL K & JULIA L 520 CUESTA DR SAN LUIS OBISPO CA 93401 006210108000 TRI COUNTIES BANK 40 PHILADELPHIA DR CHICO CA 95973 0 007400023000 PETELIN JOELLEN H & JAMES 390 GARDENSIDE CT CHICO CA 95973 DDS 0- OD`7-3ti�-� 001 k ®3�l s(Pep-2y -3 00� sc, , a C)3,5- G)ci s c_ X p 2 oo-7-- Z o-. o3 9 L. D62 ec,aP z s C i - 6- a-A _ CV2-r15 � pig w '- � � rl. ,� 4. �� � � .. A r F r 'r ! r + � �� .� � � � + - • - �r+ .. � + i• r . �� � . ,,., t i i `. ci i ' , S I Metropcs SITE NAME: ESPLANADE & HWY 99 SITE NUMBER: SAC -C21 -083B PROJECT DESCRIPTION: CO -LOCATE ON EXISTING 120"HIGH LATTICE TOWER a PONS U I ATchitectural• Construction •Environmental -Facilities -Telecommunications D ECEOwE JUL 2 0 2001 BUTTE COUNTY PLANNING DIVISION GENERAL INFORMATION THE PROPOSED PROJECT INCLUDES INSTALLATION OF NEW METRO FC5 PANEL ANTENNAS MOUNTED ON AN EYI5TING 120' HIGH SELF SUPPORTING LATTICE TOWER 13 SECTORS, 3 ANTENNAS PER SECTOR, • (B TOTAL ANTENNAS COVERING O', 120', 4 240• AZIMUTHS) ALL EYI5TING COMMUNICATICW5 TO REMAIN. EXISTING ATC LATTICE TOWER HEIGHT: 120'-C* PROPOSED ANTENNA RAD CENTER5: AREA OF NEW CONSTRUCTION: .3v:0 50. FT. PROJECT INFORMATION SITE NAM=_: ESPLANADE 1 HWY. 99 517E LOCATION: 3415 51LVERBELL RD. CHICO. CA 95913 PARCEL': 001-390-001 JURISDICTION: BUTTE COUNTY ZONING: C-2 PROPERTY GUAJER: JOHN F. REHKLLU 1292 ANTWERP LANE SAN JOSE, CA ?5115 SITE CONTACT: BRIAN THOMAS PHONE: (916) 156-2040 BUTTE COUNTY BUILDING CODES: 1994 UNIFORM BUILDING CODE 1993 NATIONAL ELEC. CODE PROJECT DIRECTORY ZONING MANAGER 51TECOM INC. 125 30th STREET, SUITE °203 SACRAMENTO, CA 95616 ONE>) 554-3200 CONTACT: LISA. EWRKE CONSTRUCTION MANAGER 51TECOM INC. 125 Both STREET, SUITE -203 SACRAMENTO, CA 95a16 ('916) 554-3200 CONTACT: ANNETTE NOVOTNY ARCHITECT FM GROUP INC. 2944 N. 44th STREET, SUITE' 150 FHOENIY, A= x5016 1602121-1-1811 CONTACT: MICHAEL T. FRIES, A14 LAND SURVEYOR HIRSCH J COMPANY CONSULTING ENGINEERS 3550 CAMINO DEL RIO NO., STE. 305 54N DIEGO, CALIFORNIA 92108-)140 DRAWINGS T -I TITLE SHEET AND PROJECT INFORMATION C-1 PLOT PLAN AND 51TE TOPOGR_^FHl" A -I REFERENCE SITE PLAN, ENLARGED PLAN 4 EQUIPMENT PAD DETAIL A-2 WEST ELEVATION 2 ANTENNA LAYOUT VICINITY MAP \ EATON 60. \ s C1MppP0N o0 10 �L� lam.,,` �ptERTO 0 *l� \ \�SITE'�`�55 VICINITY MAP ro ..F 'M- IL 2944 NORTH 44th ST. SUTTP.p 150 PHOENMARIZONA 8501H TEL: (602)277-7877 PAX: (602)277-8288 MetroPCS 5 725 30th STREET, SUITE 203 SACRAMENTO, CA 95316 'TEL: (916)554-32W FAX: (916) 5543201 PROJECT DESCRIPTION: CO -LOCATE ON EXI57INCz 120' HIOW LATTICE TOUTER SITE NAME: E5PLANApE d HWY. 99 3415 5IL VER13ELL RD. CHICO, CA 95973 SITE NUMBER 5AC-C21-08315 PROJECT NO: 005 i FILENAME: W01251 -T-1 DATE b / :001 DRAWN BY: 0,9: REVIEWED BY: I`7= REV. DESCRIPTION DATE \ 10CM =01JWG 9USYIrr-L 6N/91 MEFRC .�C5 90% REVIEW e�5/o1 SHEET TIRE: TITLE SHEET AND PROJECT INFORMATION SHEET NO. T-1 304.17 W W I X42"-----------'---- � -, w v {5; m 5=3_02 __ --� -------------------- —"------' I 1 - - ,76.5, I m \ AGL EXISTING o,�-- 176 39 TING BUILDING 15.0 I 176 29� • 17� 42 C 176.6 GRAVEL TREES 38.0' AGL �1 v y\ z \ r z x� T rn Z m Ta+ yp71 R=940.00' L=176.41 C1 S. W. COR LOT 1 N 00'04'51.58" 4 OR. `"•n Cl coo; m y 00 Q t^� D D 9 YI P SITE �55EN PSE' 6 VICINITY MAP — NOT TO SCALI F S� 16.5' AGL 176 52 0 ' 1 BUILDING �C 1 U�o1 �Up0S t/1 ' pSe�P� EXISTING: SWALE Q P� PS 176 sva 176 51 \ ^ 176.50 EXIST/ TOWER 117.27' AGL GATE EXISTING BUILDING 15.0' AGL TE CENTER OF EXISTING TOWER B( 176,4 %%) LATITUDE: NORTH 39'4626.44"'AGL ;', LONGITUDE: WEST 121'52'17.52" p•7 _ ;:: i \p ELEVATION: 176.7 (NAVD 88) .; ON, WALL G CONDUIT GRAVEL``' ' ROPOSED LEASE AREA �XISTIN ('•' ,i=N �74.57 ` f A L� (5; STORMDRAIN CLEANOUT 4 NO EXCEPTION ITEMS PER TITLE REPORT EXEMPTION DESCRIPTION REC. DATE RECORDING INFORMATION LATITUDE. NORTH 39'4626.44" 1 PROPERTY TAXES - - PH: ((916 7 ELEVATION: 176.7 NAVD 88 ( ) NON-PLOTTABLE (NP) 2 SUPPLEMENTAL TAXES - - LOCATION FALLS WITHIN FIFTY (50) FEET. NP 3 NO RIGHTS OF ACCESS 07/20/1961 BK. 1127, PG. 598 NP 4 WAIVER 06/04/1964 BK. 1317, PG. 488 NP 5 EASEMENTS AND SETBACKS 04/09/1980 BK. 72, PG. 44 &45 SHOWN 6 COVENANTS, CONDITIONS AND RESTRICTIONS 05/30/1980 BK. 2518, PG. 689 NP 7 WATER RIGHTS 06/23/1980 BK. 2526, PG. 318 NP 8 AGRICULTURE STATEMENT 10/08/1984 BK. 2995, PG. 391 NP 9 DEED OF TRUST 07/25/1996 INST. 96-27861 NP r X11 7M5 y,5 EP TREE ', "13", 0' AGf, moo, 0 - f i 70 i fTl r R=830.00' L=117.11 &=08'05'04 " X. GAS METER ECTRIC METER 7.0' ACL TREES 25' AGL E �p5/0'� Ln 5.06. • �1' ,` N �O O\ W 7-0 76'09 . 74,57 '57 36 E (S. W. COR LOT 1 LEASE AREA DETAIL SCALE: I"=10' 0 20' 40' 60' SCALE: I-= 20' CENTER OF PROPOSED ANTENNA CLUSTER METRO P.C.S. 725 30th St Suite 203 LATITUDE. NORTH 39'4626.44" Sacramento. CA 95816 LONGITUDE: WEST 121'52'17.52" CONTACT: ANNETTE NOVOTNY NAD 83 N 2407942.44 E 6597775.99 PH: ((916 7 ELEVATION: 176.7 NAVD 88 ( ) 54-320 FAX: (916) 554-}201 THE HORIZONTAL ACCURACY OF THE LATITUDE AND LONGITUDE AT THE CENTER OF TOWER LOCATION FALLS WITHIN FIFTY (50) FEET. THE VERTICAL ACCURACT OF THE ELEVATION AT THE CENTER OF TOWER LOCATION FALLS WITHIN TWENTY (20) FEET. HIRSCH & COMPANY CONSULTING ENGINEERS 9180 CANING DEL RIO Na, 8TE 901 BAN 08F00, CALIFORNIA 81108.1710 DATE OF SURVEY: 05/18/01 BASIS OF BEARINGS THE BASIS OF HORIZONTAL CONTROL FOR THIS SURVEY IS THE NORTH AMERICAN DATUM OF 1983. PLANE COORDINATES BEARINGS AND DISTANCES SHOWN HEREON ARE IN TERMS OF THE CALIFORNIA STATE PLANE COORDINATE SYSTEM OF 1983, ZONE 2. TITLE REPORT IDENTIFICATION: FIDELITY NATIONAL TITLE COMPANY REVISION TITLE REPORT NO. 403558 DATED 04119101 NO. DESCP,IF'TIJN BY DATE ASSESSORS IDENTIFICATION: PRELIMINARY J7 s z, 01 I FINAL JT 5/22/01 APN 007-390-001 OWNER: --_ —_ JOHN P. REHKLAU, A MARRIED MAN, AS HIS SOLE AND SEPERATE PROPERTY; AND LESLIE REHLKAU, A MARRIED MAN AS HIS SOLE AND SEPERATED PROPERTY, NUMBER: AND REBECCA J. WOLFE, A MARRIED WOMAN, AS HER SOLE AND SEPERATE PROPERTY. /�SIIE SAC -C21 -083B LEGAL DESCRIPTION PER TITLE REPORT: SITE NAME: LOT 1 AS SHOWN ON THAT CERTIAN MAP ENTITLED " WOODSIDE SUBDIVISION", FILED IN THE OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, CALIFORNIA, APRIL ESPLANADE 9, 1980, IN BOOK 72 OF MAPS, PAGES 44 AND 45. a& HWY. 99 SITE ADDRESS. LEGAL DESCRIPTION LEASE BOUNDARY: 3415 SIL.VERBELL RD. CHICO. CA 95973 A PORTION OF LOT 1 AS SHOWN ON THAT CERTIAN MAP ENTITLED " WOODSIDE SUBDIVISION", FILED IN THE BIJTI E COUNTY STAMP HERE OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, CALIFORNIA, APRIL 9, 1980, IN BOOK 72 OF MAPS, PAGES 44 AND 45, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 1; THENCE EASTERLY ALONG THE SOUTHERLY LINE THEREOF, NORTH 74'57'38" EAST, 18.98 FEET; THENCE LEAVING SAID SOUTHERLY LINE, NORTH 15'03'51 " WEST, 10.03 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 15'03'51 " WEST, 20.00 FEET; THENCE NORTH 74'56'09" EAST, 15.00 FEET; THENCE SOUTH 15'03'51" EAST, 20.00 FEET; THENCE SOUTH 74'56'09" DRAWN BY: JAT WEST, 15.00 FEET TO THE TRUE POINT OF BEGINNING. CHECKED BY: JAT LEASE BOUNDARY CONTAINS 300.00 SQUARE FEET OR DATE DRAWN 05/07/01 0.0069 ACRES MORE OR LESS. SCF. JOB NO: 2001.032-SCOM001 SHEET TITLE' SITE SURVEY SHEET NUMBER: REV. I C-1 1 1 \ \ \ \ \ \r E''/-ISTIW, 120'-0' HIG4 SELF SUFFOR'TING \ \ LATTICE TOWER (ALL EXISTING ANTENNA \ ARRAYSMICROW-Y D19NE9 TO REMAIN) \\ \ EXISTING PAGER EQUIPMENT \ \ \ NEW METRO PC5 COAXIAL CABLES TC BE \ L \ SUFPORTED FROM BOTTOM OF E'/•19TIN; \ .CABLE TRAY PROPOSED METRO FCS LEASE AREA (:300 SF.) \ \ PROPOSED METRO PG8 EGUIFMENT t A55OC. \\\PdD e \ \ E/.19TING A/C WIT E/-19TID63 STORM DRAIN CLEANOUT NEW MICRO -CELL EOUIFTTENT FLL MOUNTED TO NEW RAISED UNISTR RACY. NEW A5P EWJIFME14T PLATFORM NEW 24',76',2' TELCO PANEL ON DOUBLE UNI5TRUi 6UPPORT5 NEW TELCO/POWER FEDESTAL- E/19TING 6--O' HIGH WOOD FENCE r 2 ENLARGED PLAN ®� SCALE:I'•IO'•0' NORTH N FUTURE MOD -CELL UNITS EQUIPMENT PAD DETAIL 3 � SCA! E: I/e•.1'-O' Zl.� 503' ''1" — __._� •_- 1 -�__._ .._-. ,.,,y..,...... E/ISiING BUILDING '� 1 .:.OF 151p1� 1 \ E/ISTING E'UILDING k-01 —E/ISTING 6'-O' HIGH C4AI14 LING PENCE: 1 1 ( E/ISTING CONCRETE SWALE EXISTING CEPRE59ED Cu ,. E/19TING BUILDING \ E/ISTllhi 1_O'-0' 41GH SELF SUPPORTIhY '+�\ LAi iICE i—ER ALL E/16TING ANTED@Id \ '+{ AR.RAI'9mICROWAVE DISHES TO REMAIN/ - ; \,'„i i•/19TINGNG WALL MOUNTED LCONDUIT I e_ -10' 1G1.) E/ISTING 6'-O' HIGH WOOD FENCE la \PROPOSED METRO FCS LEASE [CO 90. FT:. IO',20') III TING A/C UNIT E%15TIN. STORI'1 C:RAIN CLEANOUT SEE ENLARGED PLANl1 \ REFERENCE SITE PLAN f N 1� SCALE: I' • 30'-0' NORTH op \L:EIISTING GAS METER E/ISTNG ELECTRIC METER E/ISTING TELCO BO/ 2941 NORTH 44th ST. SUTTEB 150 PHOENIX, ARIZONA 85018 TEL: (602) 277-7877 FAX: (602) 277-8288 MetroPCS 5 725 30th STREET, SUITE 203 SACRAMENTO, CA 95816 TEL: (916)554-3200 FAX: (916)55&3201 PROJECT OESCRIPTION: CO -LOCATE ON EXISTING 120' N16N LATTICE TOUTER SITE NAME: ESPLANADE 8 14UJ r. 99 3415 SILVERBELL RD- CNICO, CA 95973 SITE NUMBER: SAC -021-0338 PROJECT NO: 01257 FILENAME: ul%125T-A-i DATE: 6 / 2001 DRAWN BY: us REVIEWED BY: 1-7- FREV. REV.DESCRIPTION DATE 1 ■ ■I 1 ■ ■I ■ MI 1 ■ ■I N-01! 1 ■ 1■■■■■■■■■■■■■■■■■■I ■� ... ,.... ■■■■■■■■■■■■■■■■■■■MI I I■lM■■■MMi ?0_.: ■� ��Vtl■MMI , . „.• .,. I■■■■■Mile.... ---,,...:.,, . _■■MI 101 e [ �MEM1 lilt' ■■■lam .. ,,. ,.�JL� .....,., _■L , :,,, , : ,. 1■ ■■■■■■■■■■■ MM MM■I IM ■■■■ MEMO ■■ ■ ,IM■■I IM IM■r ■■■■■■■■■■I In M■ ■■■■■■■M■MI 1■1 MM :MM■■■■■■MMI MI. .M■ :MMM■■■■■■■I 1■YP...Lag ■ M■■■■■■■■■I IMiri-IM ■M■■■M■■■■I IMI I■ '■■■■MMMMMMI N FUTURE MOD -CELL UNITS EQUIPMENT PAD DETAIL 3 � SCA! E: I/e•.1'-O' Zl.� 503' ''1" — __._� •_- 1 -�__._ .._-. ,.,,y..,...... E/ISiING BUILDING '� 1 .:.OF 151p1� 1 \ E/ISTING E'UILDING k-01 —E/ISTING 6'-O' HIGH C4AI14 LING PENCE: 1 1 ( E/ISTING CONCRETE SWALE EXISTING CEPRE59ED Cu ,. E/19TING BUILDING \ E/ISTllhi 1_O'-0' 41GH SELF SUPPORTIhY '+�\ LAi iICE i—ER ALL E/16TING ANTED@Id \ '+{ AR.RAI'9mICROWAVE DISHES TO REMAIN/ - ; \,'„i i•/19TINGNG WALL MOUNTED LCONDUIT I e_ -10' 1G1.) E/ISTING 6'-O' HIGH WOOD FENCE la \PROPOSED METRO FCS LEASE [CO 90. FT:. IO',20') III TING A/C UNIT E%15TIN. STORI'1 C:RAIN CLEANOUT SEE ENLARGED PLANl1 \ REFERENCE SITE PLAN f N 1� SCALE: I' • 30'-0' NORTH op \L:EIISTING GAS METER E/ISTNG ELECTRIC METER E/ISTING TELCO BO/ 2941 NORTH 44th ST. SUTTEB 150 PHOENIX, ARIZONA 85018 TEL: (602) 277-7877 FAX: (602) 277-8288 MetroPCS 5 725 30th STREET, SUITE 203 SACRAMENTO, CA 95816 TEL: (916)554-3200 FAX: (916)55&3201 PROJECT OESCRIPTION: CO -LOCATE ON EXISTING 120' N16N LATTICE TOUTER SITE NAME: ESPLANADE 8 14UJ r. 99 3415 SILVERBELL RD- CNICO, CA 95973 SITE NUMBER: SAC -021-0338 PROJECT NO: 01257 FILENAME: ul%125T-A-i DATE: 6 / 2001 DRAWN BY: us REVIEWED BY: 1-7- FREV. REV.DESCRIPTION DATE xIC'C 2CNING SUEV'71TTAL 6/IVOI6/5/0 ME7R0 PGS 90'..R -'VIEW 1 SHEET TITLE: REFERENCE SITE PLAN, ENLARGED PLAN $ EQUIPMENT PAD DETAIL SKEET NO. A-1 L I 4 I e PROPO Er METRO - PANEL ANTENNAS"' ENNA NTENNASNTENNA PER SECTOR 3 SECTORS.. • S TOTAL ANTENNAS COVERING 0', 120', t 2AO' AZIMUTHS) n PROPOSED METRO PCS PANEL ANTENNAS f3 ANTENNA PER SECTOR 3 SECTORS. • S TOTAL ANTENNAS CO',SRING C'. 1?O'.. ?AO' Ai C'lI1TH5) EXI5TI141, I:O'-O' HIGH SELF St1PPCW— LATTICE TOYER NOTE: ANTENNA AZIMUTHS SUBJECT TO CHANGE PENDING RF CONFIGURATION APPROVAL ANTENNA LAYOUT SCALE: I:ORTH® 2944 NORTH 49th ST. SUITE# 150 PHORNUI, ARIZONA 85018 TEL: (602)277-7R71 FAX: (602) 277-8288 MetroPCS 725 30th STREET, SUITE 203 SACRAA5ENTO, CA 95816 TEL: (916) 554-3200 FAX: (916) 554.3201 PROJECT DESCRIPTION: CO -LOCATE ON EXI5TING 120' NIGH LATTICE TOUTER SDE NAME ESPLANADE $ HUY. 99 3415 51LVER15ELL RD. CHICO, CA 95973 SITE NUMBER: IRA. ,{ TOP OF EXISTING OMNI ANTENN S , PROJECTNO: XOP OF E'/,STING iOUF_R , 113' wl:51-4-2 BOTTOM OF EXISTIWS ANTENNA – – – – 110•-0' PROPOSED ANTEN S RAD. CE TER , MICROWAVE D15HE5 TO REMAIN) BOTTOM OF EXISTING ANTENNA BOTTOM OF EXISTING=NTENNd 2944 NORTH 49th ST. SUITE# 150 PHORNUI, ARIZONA 85018 TEL: (602)277-7R71 FAX: (602) 277-8288 MetroPCS 725 30th STREET, SUITE 203 SACRAA5ENTO, CA 95816 TEL: (916) 554-3200 FAX: (916) 554.3201 PROJECT DESCRIPTION: CO -LOCATE ON EXI5TING 120' NIGH LATTICE TOUTER SDE NAME ESPLANADE $ HUY. 99 3415 51LVER15ELL RD. CHICO, CA 95973 SITE NUMBER: E/15TING 120'-O' HIGH SELF 5UPPORTING PROJECTNO: LATTICE TOWER FILENAME: wl:51-4-2 f ALL EX15TING ANTENNAS AND a / 2001 MICROWAVE D15HE5 TO REMAIN) PROPOSED GABLE ENCLOSURE -101_0. HIGH MINS _ _ 30'-O• CENTER CF DISH . 1 � __ _ _ _ i R N " GEN Gf iE. DI9 E/15TNG BUILDING _ 0. J CENTER Cf CT9H� 5'-O' ; _ TOP Of EXISTING BUILDING , L 6 O . ,- TOP OF FENCE , � I}�� ti X11 ', .'�� ,,YnnY���• fir•. 'i..• O• -O•.' EXISTING GRADE , '—\ WEST ELEVATION SCALE:/S' • I' -v 2944 NORTH 49th ST. SUITE# 150 PHORNUI, ARIZONA 85018 TEL: (602)277-7R71 FAX: (602) 277-8288 MetroPCS 725 30th STREET, SUITE 203 SACRAA5ENTO, CA 95816 TEL: (916) 554-3200 FAX: (916) 554.3201 PROJECT DESCRIPTION: CO -LOCATE ON EXI5TING 120' NIGH LATTICE TOUTER SDE NAME ESPLANADE $ HUY. 99 3415 51LVER15ELL RD. CHICO, CA 95973 SITE NUMBER: SAC -C21-08315 PROJECTNO: 01257 FILENAME: wl:51-4-2 DATE a / 2001 REV. I DESCRIPTION I DATE � ICO°, ZONING SUBMIi7AL G/II/OI MEi,RO PCS 90b .REVIEU 6.15/,Dl SHEET TITLE WE5T ELEVATION & ANTENNA LAYOUT SHEET NO. A-2 April 23, 2002 Lisa Burks SiteCom for Metro PCS 725 30th Street Sacramento, CA 95816 L A N D O F NATU RAL WEALTH 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 RE: Minor Use Permit, File No. MUP 02-03 AP# 007-390-001 Dear Ms. Burke: Enclosed is Receipt No #20038 in the amount of $442.75 for the above -referenced file. As of this date, the account has a zero balance and is closed. Your quick response is greatly appreciated. Thank you. Sincerely, Ccs 1 Diane Lewellen Office Assistant III Enclosure J:\mup 02-031tr.doc •' 00i 0i OUR REFERENCE I YOUR INVOICE I INVOICE DATE INVOICE AMOUNT AMOUNT PAID DISCOUNT TAKEN I NET CHECK AMOUNT NUMBER NUMBER 007754 SAC -C21 -083B 11/9/2001 . 422.75 422.75 0.00 422.75 e-- • Date 04/22/02 10evelopment Services Departmoit Time 4:26 pm Applicant Billing Worksheet MUP 02-02 * Lisa Burke SiteCom for Metri PCS 725 30th Street Sacramento, CA 95816 In reference to MUP 02-02 Rounding None Full Precision No Last bill Last charge 11/09/01 Last payment 11/19/01 Amount Date/Slip# Description 07/07/01 Diane L. / C #36489 Clerical 07/23/01 Larry P. / P #36590 Processing 07/23/01 Diane L. / C #36663 Clerical 07/23/01 Steve B. / P #36693 Processing 08/20/01 Steve B. / P #37064 Processing 08/20/01 Lynn R. / C #37179 Clerical 09/03/01 Lynn R. / C #36922 Clerical 09/03/01 Steve B. / P #36973 Processing 09/17/01 Steve B. /.P #37253 Processing 09/29/01 Lynn R. / C #37475 Clerical 10/15/01 Lynn R. / C #37697 Clerical : $378.50 Page 1 HOURS/RATE AMOUNT TOTAL 0.25 8.50 34.00 1.50 88.50 59.00 2.00 68.00 34.00 0.50 29.50 59.00 4.00 236.00 59.00 1.50 67.50 45.00 0.50 22.50 45.00 1.00 59.00 59.00 1.00 59.00 59.00 1.00 45.00 45.00 0.50 22.50 45.00 Date 04/22/02 fbevelopment Services Departmoit Time 4:26 pm Applicant Billing Worksheet MUP 02-02 * :Lisa Burke (continued) Page 2 Date/Slip# Description HOURS/RATE AMOUNT TOTAL 10/27/01 Lynn R. / C 0.50 22.50 #37824 Clerical 45.00 TOTAL BILLABLE TIME CHARGES TOTAL BILLABLE COSTS 14.25 TOTAL NEW CHARGES PAYMENTS/REFUNDS/CREDITS 07/19/01 Deposit - Receipt #19690, (350.00) 19691 11/19/01 Payment - thank you (378.50) TOTAL PAYMENTS/REFUNDS/CREDITS NEW BALANCE TOTAL NEW BALANCE $728.50 $0.00 $728.50 ($728.50) $0.00 SiteCom, Inr- • . 725 30th Street, Suite 203 ; Sacramento, CA 95816 , Office: (916) 554-3200 Fax: (916) 554-3201 November 13, 2001 ; Butte County Treasurer Department of I7eveloprrient Services Planning Division 7 County Center Drive Oroville, CA 95965-3397 kE: Minor Use Permit, File No. MUP-02-03 , Metro PCS Site No. SAC -C21 -083B ' Please -find attached our check in the amount of $422.75.. This amount is for the balance_ due Butte County for the processing of.the above -referenced application. Thank you. Sincerely; Tina koces, Project Coordinator SiteCom Inc. for Metro PCS Nov .:i 6 .2001. BUTTE COUNTY i PLANNING DIVISION 4 November 1, 2001 Lisa Burke SiteCom for Metri PCS 725 30th Street Sacramento, CA 95816 U Mtn GOUfta -�" LAND OF NATURAI. HEAL H AND BEAUTY 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 RE: Minor Use Permit, File No. MUP 02-03 Dear Ms. Burke: The total cost for the processing of the above -referenced application which was approved by the Planning Commission on October 11, 2001, is $772.75. On July 19, 2001, a deposit was made in the amount of $350.00. The cost exceeded the deposit by $422.75. Below is a breakdown: Deposit on 7-19-01, Receipt Nos. 19692 & 19693 $350.00 Professional Planner $427.75 Mapping $ 88.50 Clerical 5256.50 Total $772.75 Total Amount Due & Payable $422.75 Please make a check payable to the Butte County Treasurer in the amount of $422.75 and remit it to the Department of Development Services, Planning Division at 7 County Center Drive, Oroville, CA 95965 within 30 calendar days. Should you have any questions, please contact this office Monday thru Friday, 8:00 a.m. to 4:00 p.m., at 538-7601. Sinc rely L"rodeZrson Supervisor, Clerical Support Services :jb prCEowE NOV 16 2001 BUTTE COUNTY PLANNING DIVISION November 1, 2001 Lisa Burke SiteCom for Metri PCS 725 30th Street Sacramento, CA 95816 RE: Minor Use Permit, File No. MUP 02-03 Dear Ms. Burke: utte Count, L A N D OF 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 The total cost for the processing of the above -referenced application which was approved by the Planning Commission on October 11, 2001, is $772.75. On July 19, 2001, a deposit was made in the amount of $350.00. The cost exceeded the deposit by $422.75. Below is a breakdown: Deposit on 7-19-01, Receipt Nos. 19692 & 19693 $350.00 Professional Planner $427.75 Mapping $ 88.50 Clerical $256.50 Total $772.75 Total Amount Due & Payable $422.75 Please make a check payable to the Butte County Treasurer in the amount of $422.75 and remit it to the Department of Development Services, Planning Division at 7 County Center Drive, Oroville, CA 95965 within 30 calendar days. Should you have any questions, please contact this office Monday thru Friday, 8:00 a.m. to 4:00 p.m., at 538-7601. Sinc rely roderson Supervisor, Clerical Support Services jb Date 11/01/01 Develo ment Services De artmftt P P Time 11:49 am Applicant Billing Worksheet MUP 02-03 * Lisa Burke SiteCom for Metro PCS 725 30th Street Sacramento, CA 95816 In reference to MUP 02-03 Rounding None Full Precision No Last bill Last charge 11/02/01 Last payment / / Amount Date/Slip# Description 07/07/01 Diane L. / C #36490 Clerical 07/23/01 Larry P. / P #36592 Processing 07/23/01 Diane L. / C #36662 Clerical 07/23/01 Steve B. / P #36694 Processing 08/20/01 Steve B. / P #37065 Processing 08/20/01 Lynn R. / C 437180 Clerical 09/03/01 Lynn R. / C #36923 Clerical 09/03/01 Steve B. / P #36974 Processing 09/17/01 Steve B. / P #37254 Processing 09/29/01 Lynn R../ C #37476 Clerical 10/15/01 Lynn R. / C #37698 Clerical 10/22/01 Lynn R. / C #37823 Clerical Page 4 HOURS/RATE AMOUNT TOTAL 0.25 8.50 34.00 1.50 88.50 59.00 2.00 68.00 34.00 0.50 29.50 59.00 3.50 206.50 59.00 1.50 67.50 45.00 0.50 22.50 45.00 2.00 118.00 59.00 1.25 73.75 59.00 1.00 45.00 45.00 0.50 22.50 45.00 0.50 22.50 45.00 Date 11/01/01 Time 11:49 am MUP 02-03 * fevelopment Services Depart Fnt Applicant Billing Worksheet :Lisa Burke (continued) TOTAL BILLABLE COSTS TOTAL NEW CHARGES PAYMENTS/REFUNDS/CREDITS 07/19/01 Deposit - Receipt #19692, 19693 TOTAL PAYMENTS/REFUNDS/CREDITS NEW BALANCE New Current period (350.00) 422.75 Page 5 $772.75 $0.00 $772.75 ($350.00) TOTAL NEW BALANCE $422.75 October 30, 2001 SiteCom for Metro PCS - Lisa Burke 725 30th Street, Suite 203 Sacramento, CA 95816 CERTIFIED MAIL Re: Minor Use Permit, AP 007-390-001 Ms. Burke: .... ....- 161( tte 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 Enclosed is your validated Minor Use Permit No. MUP 02-03 to allow Minor Use Permit to place nine 5 -square foot panel antennas at the 110 foot level on an existing 120 foot tall lattice tower, Equipment cabinets will be placed inside an existing building. 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 (g) Building Division (y) Environmental Health (p) Department of Forestry (gr) MINOR USE PERMIT BUTTE COUNTY PLANNING COMMISSION 0a 30 ` a, DATE: (Certified Mail Rec.) MUP 02-03 PERMIT NO. 007-390-001 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: SiteCom for Metro PCS is hereby granted a Minor Use Permit to colocate nine 5 -square foot panel antennas centered at the 110 -foot level on an existing 120 -foot tall lattice tower, and to place equipment cabinets inside an existing commercial building. 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 12 months of the date of approval. 3. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 4. If any use for which a Minor Use Permit has been granted is not established within one year of the date of approval, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. A Minor Use Permit subject to lapse may be renewed for an additional period of up to one year, provided that sixty (60) calendar days prior to the expiration date, an application for renewal of the Minor Use Permit is filed with the Planning Division ori the prescribed form and accompanied by the necessary data and fees. 5. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. 1 s I 6. Neither the applicant, nor any agent nor representative of the applicant shall intentionally omit or misrepresent any material fact in connection with the application. Any alleged material misrepresentation shall constitute grounds for the Director of Development Services to commence a revocation hearing, and, if proven to exist, shall constitute sufficient grounds to revoke a permit. Conditions of Approval: Planning Division: 1. The new antennas and mounting hardware shall be painted to match the color of the existing tower. 2. 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. 3. The installation of the Facility shall comply with all applicable building and electrical codes. The Facility operator shall submit certification from a registered structural engineer to the Building Division, that all associated monopoles and towers in excess of thirty (30) feet in height will withstand sustained winds as required by the Uniform Building Code. 4. No advertising or display shall be permitted on the Facility. 5. The placement of any antenna or structure shall not adversely affect any on-site sewage disposal system or its repair area without written approval from the Division of Environmental Health. 6. The installation of the Facility shall not violate any existing deed restrictions. 7. The Facility shall have a twelve (12) -foot wide all-weather access to a publicly maintained road capable of supporting a forty thousand (40,000) -pound fire apparatus with fifteen (15) feet of vertical clearance. 8. There shall be no outdoor vehicle or equipment storage except for emergency purposes. 9. The Facility shall fall within current standards and regulations of the FAA, the FCC, and any other State and/or Federal agency with the authority to regulate such Facility. If such standards and regulations are changed, the property owner or responsible party "shall bring the Facility into compliance with such revised standards and regulations within ninety (90) days of the effective date of such standards and regulations, unless a more stringent compliance schedule is mandated by the controlling agency. 10. The Facility or combination of the Facilities on the site shall not generate, at any time, electromagnetic frequency radiation (EMF) or radio frequency radiation (RF) in excess of the FCC adopted standards for human exposure, as amended over time. 2 i 11. If it is found that the Facility is or will be detrimental to the health, safety, or welfare of persons working or residing near such facility, then the service provider(s) and property owner shall be jointly and solely responsible for the removal, adjustment, or replacement of the Facility. In no case shall the Facility remain in operation if it is found to create a hazard to health, safety, and welfare. The Facility shall not be found to create a hazard to health, safety, or welfare as a result of EMF or RF emissions from the Facility so long as it meets all current standards established by the FCC, pursuant to FCC OET 65. Prior to issuance of the building permit for the installation of the Facility, the applicant shall post a performance security in an amount and form determined by the Director of Development Services that is sufficient to cover the cost of a one-time test by a radio frequency consultant selected by the County, sufficient to determine whether the Facility's RF/EMF emissions comply with FCC standards. If the Facility's emissions are determined to exceed FCC standards, the applicant is required to pay for such other tests and other corrective measures as are necessary to establish compliance with FCC OET 65 and its successors and such noncompliance shall constitute sufficient grounds to commence a permit revocation hearing which may lead to permit revocation. The applicant shall cooperate in all respects with the County's consultant to assist the consultant to reach his/her conclusion. 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. If the Director of Development Services determines that the Facility is abandoned, the applicant may be required to remove all equipment belonging to the applicant from the premises and return the site to its original condition within thirty (30) calendar days of receipt of notice to abate. If such Facility is not removed and the site returned to its original condition within thirty (30) days, the County may remove the Facility at the applicant's and/or land owner's joint and several expense. 13. All ground level support" Facilities shall be painted and/or screened from view with adequate landscaping appropriate to the surrounding environment. , All aesthetic treatments, including landscaping shall be maintained as approved for the life of the Facility. 14. The Facility may not encroach into, under, over, above, or upon' any public street in the unincorporated area of the County in the absence of a valid encroachment permit from the County. 15. The owner/operator of the Facility shall annually submit a written verification, attested to under penalty of perjury, signed by both the owner/operator and an FCC licensee in the employ of or retained by the owner/operator, that the radio frequency radiation/electromagnetic frequency (RF/EMF) emitted by the facility conforms to safety standards set forth in FCC OET 65. The reports prepared for the Facility shall conform to reporting requirements set by the FCC and the County. The reports shall be submitted to the Planning Division no later than January 31 of each year. N • 16. The Facility shall be secured at all times to prevent access by the public. 17. The project site shall be developed in accordance with the approved project site plan and the conditions contained herein. Said site plan is on file in the Planning Division, is identified as "Exhibit E" and date-stamped July 20, 2001, and is incorporated herein by this reference. 18. Prior to use of this project, the applicant shall contact the Planning Division for a field inspection to verify all conditions of approval and ordinance requirements have been met. 19. Applicant must also comply with all other applicable State and local statutes, ordinances, and regulations. Building Division 20. Building permits are required. Provide plans and calculations prepared, sealed, and signed by a California licensed architect or registered engineer verifying adequacy of existing tower with addition of antennas. Design shall be in compliance with the 1998 California Building Codes. NOTE: Issuance of this Minor Use Permit does not waive requirement of obtaining Building and Health Department permits before starting construction, nor does it waive any other requirements. �J Butte County Planning Commission Chairman CC: Land Development Division Building Division Environmental Health Department Butte County Fire Department/CDF City of Chico, Planning Department Assessor 4 '6'aite 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 October 12,'2001 SiteCom for Metro PCS - Lisa Burke 725 30th Street, Suite 203 Sacramento, CA 95816 Re: Minor Use Permit, AP 007-390-001, MUP 02-03 Ms. Burke: At the regular meeting of the Butte County Planning Commission held October 11, 2001, your request for a Minor Use Permit, was approved subject to the conditions listed on the permit. 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 22, 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. For purposes of the California Environmental Quality Act, a Notice of Exemption must be filed. The fee for the filing of a Notice of Exemption is the $25.00 documentary 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. You will receive your valid permit, if there are no appeals, after it has been signed by the Planning Commission Chairman. 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, 40-, Lynn Richardson Planning/Administrative Support Service Assistant �' 0 4235 Forcum Avenue October 23, 2001 McClellan, CA 95652 CONSUMER SERVICES DMSION California Public Utilities Commission 505 Van Ness Avenue San Francisco, CA 94102 !vim . 0 03 This is to provide the Commission with the notice pursuant to the provisions of General Order No. 159A of the Public Utilities Commission of the State of California ("CPUC") that: (a) The cellular company has obtained all requisite land use approval for the Project described in Attachment A. ❑ FIXED WIRELESS — Providing wireless telecommunication ' service ONLY ❑ (b) That no land use approval is required because ❑ ABANDONED SITE ❑ MODIFICATION ❑ REVISED/CORRECTED LETTER A copy of this notification letter is also being provided to the appropriate local governmental agency for its information. Should there be any questions regarding this project, or if you disagree with any of the information contained herein, please contact Craig Beardsley of SiteCom Inc. (916) 554-3200 or (916) 947-1882, MetroPCS's authorized representative. Very truly yours, Metro Date; P)y . �cfp %y Zs�z By: Corey Linquist , Title: Vice President & General Manager, Sacramento Attachment Cc: Lori Badock, Information Services Coordinator Utilities Enforcement Branch ((a Consumer Services Division D ly California Public Utilities Commission 505 Van Ness Avenue San Francisco, CA 94102-3298 OCT 2 M01 Butte Co. Planning Division Att: Stephen Betts BUTTE COUNTY PLANNING DIVISION 7 County Center Drive Oroville, CA 95965-3397 G.O. 159A 4235 Forcum Ave. Building 618 • McClellan, CA 95652 Phone: 916-640-0200 • Fax: 916-640-0213 U ATTACHMENT A 1. Project Location: NEW BUILD Site Name: Esplanade & 99 SAC -C21 -083B Site Address: 3415 Silverbell Road Location: Chico, CA Coun : Butte Assessor Parcel Number: 007-390-001 Latitude: 390 46' 26.44" N Longitude: 1210 52' 17.52" W 2. Project Description: Number of Antennae to be installed: 9 Tower Design: Privately Owned Existing Lattice Tower Tower Appearance: Attaching 9 panel antennas to an existing lattice tower. Tower Height: 120' Antenna Height: 110' Building Size(s): Equipment not in a building; equipment will be placed on a concrete pad within a 15' x 15' lease, area. 3. Business addresses of all Local Government Agencies: Butte Co. Planning Division Att:.Stephen Betts 7 County'Center Drive Oroville, CA 95965-3397 4. Land Use Approval: (SEE ATTACHED) " On October 23, 2001 (including 10 -day appeal period), Metro PCS obtained land use approval from the Butte County for'the construction of antennas and supporting equipment for project no. MUP.02-03. 4 3 e e P Metropcs SITE NAME: ESPLANADE & HWY 99 SITE NUMBER: SAC -C21 -083B PROJECT DESCRIPTION: CO -LOCATE ON EXISTING 120'HIGH LATTICE TOWER ,t APPROVED cv itsopment Plan DATE USE PERMIT VARIANCE MINOR U.P. —ZADM.PERMIT._......_ PLANNING COMMIS&, DIRECTOR OF DEVELOPMENT SERVICES Architectural' Construction -Environmental • Facilities -Telecommunications D ECEHE JUL 2 0 2001 BUTTE COUNTY PLANNING DIVISION GENERAL INFORMATION THE PROPOSED PROJECT INCLUDES INSTALLATION OF NEW METRO FC5 PANEL ANTENNAS MOUNTED ON AN E/I5TING LAO' HIGH SELF SUPPORTING LATTICE TOWER ( 3 SECTORS, 3 ANTENNAS PER SECTOR, - 9 TOTAL ANTENNAS COVERING 0', 110•, 1 240' AZIMUTHS) ALL E/I5TING COMMUNICATIONS TO REMAIN. E/I5TING- ATC LATTICE TOWER HEIGHT: 120'-0' PROPOSED ANTENNA RAD CENTERS: AREA OF NEW CON5TRUCTION: -�100 SC!. FT. PROJECT INFORMATION SITE NAME: ESPLANADE I HU)Y. 99 51TE LOCATION: 3415 SILVERBELL RD. CHICO, CA 95913 PARCEL': OO1-390-0..I 'JURISDIC7ICN: BUTTE COU14TI ZONING: C-1 PROPERTY OU.NER: JOHN P. REHh 41J 1792ANTWERP LANE SAN JOSE, CA 95113 SITE CONTACT: +BRIAN THOMAS PHONE: (9)0) 166-2040 BUTTE COUNTY BUILDING CODES: IS94 UNIFORM I BUILDING CODE 1993 NATIONAL ELEC. CODE PROJECT DIRECTORY ZONING MANAGER 51TECOM INC. 125 30th STREET, SUITE '203 SACRAMENTO, CA 95616 i 916) 554-3200 CONTACT: LISA BURKE CONSTRUCTION MANAGER 51TECOM INC. 125 30th STREET, SUITE 1203 SACRAMENTO, CA 95616 ON&) 553-3200 CONTACT: ANNETTE NOVOTNY ARCHITECT FM GROUP INC. 2944 14. 44th STREET, SUITE' 150 PHOENIi, A_ 65016 16021211-1811 CONTACT: MICHAEL T. FRIES, AIA LAND SURVEYOR HIRSCH 4 COMPANI CONSULTING ENGINEERS 3550 CAMINO DEL RIO NO., STE. 305 SAN DIEGO, CALIFORNIA 92106-1140 DRAWINGS T -I TITLE SHEET AND FROJECT INFORMATION C-1 PLOT PLAN AND SITE TOPOGRAPHI- A-I REFERENCE SITE PLAN, ENLARGED PLAN e EOUIFMENT PAD DETAIL 4-2 WEST ELEVATION a ANTENNA LAYOUT "VICINITYMAP EA VICINITY MAP 2944 NORTH 44th ST. SUTI'PJI 150 PHOENIX,ARIZONA 85018 TEL: (602)277.7877 FAX: (602) 277-8288 MetroPCS 5 725 30th STREET, SUITE 203 SACRAMENTO, CA 95816 TEL: (916)551-32W PAX: (916)554-3201 PROJECT DESCRIPTION: CO -LOCATE ON EXISTING, 120' HIGH LATTICE TOWER ' SITE NAME: ESPLANADE 4 HWY. 99 3415 SILVEROELL RD. CHICO, CA 959-73 BITE NUMBER SAG -C21-0835 PROJECT NO: 01:57 FILENAME: L'Y1257-T-1 DATE G / :Oct DRAWN BY: W3 REVIEWED BY: I.,F REV. DESCRIPTION DATE /a\ N- a =AV/NG SU9MITT�L 6iil:'OI Nc TRC PC3 9C'1". R=VIEW G/5/OI SHEET TITLE: TITLE 5HEET AND PROJECT INFORMATION SHEET NO. T-1 i 304.17 S 83'02'42" N _ ------------------- ---- ---- J1L ---- 1 1 y w •�g`y ::: ; , :'.'. � _6.05-{ 176.51 � D�. 176 39 5,0• AGL El GRAVEL TREES 38.0' AGL n \1 z� r Z , x T \ •L m \a+ 07 R=940.00' L=176.41 A=10'45'09" r S. W. COR LOT i EXISTING BUILDING 1 jy.176 29 f 17h 42 176 52 Or 1 j�011 p00 ot it SQA CONCRETE p EXISTIN� SQ P 176 176 _42 6y p 176 51 ANTENNA CLUSTER 176 50 EXISTI TOWER REC. DATE 117.27' AGL r ATE - EXISTING BUILDING 15.0' AGL CENTER OF EXISTING TOWER 2 SUPPLEMENTAL TAXES 176`44 ';. LATITUDE: NORTH 39'4626.44" L SPG = LONGITUDE: WEST 121'52'17.52" ""• '• L�'A 7 ELEVATION: 176.7 (NAVD 88) ; ; ; NWA 0 /'' GRAVEL ' •. P ROPOSED LEASE AREA i` ONOUIT 2$1.72' "\EXISTING i 57 3 E ` G 6 -- FE NCE WOOD NP 5) 4l UNIT ;,, S ' & EXI5TIN0 04/09/1980 STORMORAIN CLEANOUT EXCEPTION ITEMS PER TITLE REPORT ANTENNA CLUSTER METRO P.C.S. 725 30th St Suite 203 � Vvv1 EXEMPTION DESCRIPTION REC. DATE RECORDING INFORMATION r 1 PROPERTY TAXES - - NON-PLOTTABLE (NP) 2 SUPPLEMENTAL TAXES - - NP N 3 NO RIGHTS OF ACCESS 07/20/1961 BK. 1127, PG. 598 NP 4 WAIVER 06/04/1964 BK. 1317, PG. 488 NP 00'04'51.58" 5 EASEMENTSAND SETBACKS 04/09/1980 BK. 72, PG. 44 &45 SHOWN 6 COVENANTS, CONDITIONS AND RESTRICTIONS 05/30/1980 BK. 2518, PG. 689 NP 7 WATER RIGHTS 06/23/1980 BK. 2526, PG. 318 NP 8 AGRICULTURE STATEMENT 10/08/1984 BK. 2995, PG. 391 NP 9 DEED OF TRUST 07/25/1996 INST. 96-27861 NP mC11 1- y YIP SITE C� PNE• 55 VICINITY MAPF - NOT TO SCALE 7 �5 EP TREE 1 38.0' AG4 r < 1 i 71D 1 t U3 IT1 70 KD R=830.00' ' L=117.11 ,=08.05'04'-, 0 L % 11. \1 - 1I -L 1 • , LECTR' --GA)S METER ELECTRIC METER 7.0' AGL TREES 25' AGL N 74 56p LA X50 E� u; 7 ' 15•p0. N i6'Og' s ,o 5 7 w i ' -y i 974 57 38 E S. W. COR LOT 1 LEASE AREA DETAIL 0 20' 40' 60' SCALE: I-= 20' SCALE:1 "=10' CENTER OF PROPOSED ANTENNA CLUSTER METRO P.C.S. 725 30th St Suite 203 LATITUDE. NORTH 39'4626.44" Sacramento, CA 95815 LONGITUDE: WEST 121'52'17.52" CONTACT: ANNETIE NOVOTNY NAD 83 N 2407942.44 E 6597775.99 PH: (916) 799-6240 ELEVATION: 176.7 (NAVD 88) FAX: (916) 554-3201 THE HORIZONTAL ACCURACY OF THE LATITUDE AND LONGITUDE AT THE CENTER OF TOWER LOCATION FALLS WITHIN FIFTY (50) FEET. THE VERTICAL ACCURACT OF THE ELEVATION AT THE CENTER OF TOWER LOCATION FALLS WITHIN TWENTY (20) FEET. HIRSCH & COMPANY CONSULTING ENGINEERS 9550 CANINO DFL RIO N0., 87F 905 SAN DDI00, CALIFORNIA 02 0.1740 DATE OF SURVEY: 05118101 BASIS OF BEARINGS THE BASIS OF HORIZONTAL CONTROL FOR THIS SURVEY IS THE NORTH AMERICAN DATUM OF 1983. PLANE COORDINATES BEARINGS AND DISTANCES SHOWN HEREON ARE IN TERMS • OF THE CALIFORNIA STATE PLANE COORDINATE SYSTEM OF 1983, ZONE 2. TITLE REPORT IDENTIFICATION: FIDELITY NATIONAL TITLE COMPANY REVISION TITLE REPORT NO. 403558 DATED 04119101 ilOhl BYBY GATE M0. DESCRIPTION LPINARY .1T 5/')1/01 ASSESSORS IDENTIFICATION: I FINAL _ JT 5/22/01 FINAL_ _ APN 007-390-001 OWNER: JOHN P. REHKLAU, A MARRIED MAN, AS HIS SOLE AND SEPERATE PROPERTY; AND LESLIE REHLKAU, A MARRIED MAN AS HIS SOLE AND SEPERATED PROPERTY; SIIE NUMBER: AND REBECCA J. WOLFE, A MARRIED WOMAN, AS HER SOLE AND SEPERAT£ PROPERTY. /� SAC -C21-0836 LEGAL DESCRIPTION PER TITLE REPORT: `.,ITE NAME: LOT 1 AS SHOWN ON THAT CERTIAN MAP ENTITLED " WOODSIDE SUBDIVISION", FILED IN THE OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, CALIFORNIA, APRIL ESPLANADE 9, 1980, IN BOOK 72 OF MAPS, PAGES 44 AND 45. 8 & HWY. 99 SITE ADDRESS: LEGAL DESCRIPTION LEASE BOUNDARY: 3416 �,ILVERBELL RD. CHI(20. CA 95973 A PORTION OF LOT 1 AS SHOWN ON THAT CERTIAN MAP ENTITLED " WOODSIDE SUBDIVISION", FILED IN THE BUTTE COUNTY STAMP HERE OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, CALIFORNIA, APRIL 9, 1980, IN BOOK 72 OF MAPS, PAGES 44 AND 45, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 1; THENCE EASTERLY ALONG THE SOUTHERLY LINE THEREOF, NORTH 74'5738" EAST, 18.98 FEET; THENCE LEAVING SAID SOUTHERLY LINE, NORTH 15-0J-51" WEST, 10.03 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 15'03'51" WEST, 20.00 FEET, THENCE NORTH 74'56'09" EAST, 15.00 FEET; THENCE SOUTH 15.03'51" EAST, 20.00 FEET; THENCE SOUTH 74'56'09" DRAWN BY: JAT WEST, 15.00 FEET TO THE TRUE POINT OF BEGINNING. CHECKED B,: JAT LEASE BOUNDARY CONTAINS 300.00 SQUARE FEET OR -_ DATE DRAM 1. 05/07/01 0.0069 ACRES MORE OR LESS. SCR JOB NO: 1001.031-SCOM001 SHEET TITLE - SITE SURVEY SHEET NUMBER: REV. I C-1 1 EXISTING 120'-0' NIG- SELF SUPPORTING LATTICE TOILER (ALL E%ISTING ANTENNA ARRAT9n✓ICROWAVE DI9uE9 TO REMAIN) EXISTING PAGER ECUIPnENT — 1­11..Fivn -- f1?d/111 1— FA Tn AF E/.ISTING 6'-0' -[Gu WOOD FENCE 161`11,16, STORM STORM DRAIN CLEANOUT CENLARGED PLAN 2 SCALE: I'•10' NOR N NEW MICRO -CELL ECVIFMENT FLt MOUNTED TO NEW RAISED UNISTS RACK — NEW ASP ECUIPMENT PLATFORM NEW 21'..26',2' TELCO PANEL ON DOUBLE UNISTRUi SUPPORTS NEW TELCO/POWER PEDESTAL — EQUIPMENT PAD DETAIL 3• SCALE, 1/4•.I'-0' FUTURE MOD -CELL UNITS i 1 z 1 1 ` I 7 — � E1,15TING L=NDSC4 IS - • W W� EXISTING BUILDI EW�111 is*: Il II 111 1 / Q� Jv� 1 \ EXISTING BUILDING — QO O f`f, SI� 11 / 111 � III \—EXISTING 6'-0' P*W C -AIN LIMG FENCE vv V EXISTING G^NCRETE SWALE EXISTING DEPRESSED CURB i1 \ I � •�- I EXISTING BUILDING '\ \ EIIST114G LO' -C' 41GH SELF SUPPORTING ; • -/' \ LATTICETOWER i-'LLE/ISTINGANTENNA �E/ISiRJG GAS METER aRRAT'9,MICROWAVE DISNE3 TO REMAIN) '1'35 c , µ"iy \ EXISTING ELECTRIC METER \� 4 } 1-E%ISTING WALL MOUNTED CONDUIT I: -'-IO' AGL.1 LE/ISTING 6'-O' -IGH MOOD FENCE �—PROPOSED METRO PC9 LEASE AREA 1971W A/C UNIT STORM DRAIN CLEANOUT 1 REFERENCE SITE PLAN fN •,� SCALE: V . 30'-0' NORT- No EXISTING TELCO BOX 2944 NORTH 44th ST. SUREM ISO PHOENIX, ARIZONA 85018 TEL: (602)277-7877 FAX: (602)277-8288 MetroPCS 5 725 3016 STREBT, SUITE 203 SACRAMENTO. CA 95816 TEL: (916) 5543200 FAX: (916)5543201 PROJECT DESCRIPTION: CO -LOCATE ON EXI5TING 120' KION LATTICE TOWER SITE NAME: ESPLANADE a I-IW7'. 99 341.5 51LVER5ELL RD. CNICO, CA 95973 SITE NUNBFA: ' SAC -C21 -083B FILENAME: W^I29T- 4 DATE. 612001 DRAWN BV: U6 REV. DESCRIPTION DATE —PC ONING _WEMI7TAL 6/71/01 �L•l—Ii I'�iRO PCa 904 �J7EW G/3/OI SKEET TITLE: REFERENCE 5I7E PLAN, ENLARGED PLAN $ EQUIPMENT PAD DETAIL SHEET NO. A-1 I ■ ■1 I ■ ■1 1 ■ EI 1 ■ ■I 1 ■ ■I 1 ■ _ ■I it 1 J■■■■■■■■■■■■■■■■■■I ■I ...,........ ■■■■■■■■■■■■■■■■■■■EI II -.1111i �® INEEEEEEE 7�i1�L.,........, l■■■I MINNOW ■■■■■■■■[.' ■■■I o I�D■I���1EMI IE� ��1�� 1■ MINE■■■■■■■■ ■■ ■■■1 1■ ■■■■■■E■E■ IN ■■ EAE■■I ■■■■■ENNEEI in No :■■■■■■■■■■I 1EI ■E ■ENNEE■E■El IN ON ■ENNE■EE■EloopmmmmIEVE MIl IN■I-■ D■ Gam' aIEYi ■■■ENE■■■E1 ENEE■■■EE■1 i■■�i7■■■`i■■I IIIIIIIIIIIIIIIIIIIIIIIIIIIII EQUIPMENT PAD DETAIL 3• SCALE, 1/4•.I'-0' FUTURE MOD -CELL UNITS i 1 z 1 1 ` I 7 — � E1,15TING L=NDSC4 IS - • W W� EXISTING BUILDI EW�111 is*: Il II 111 1 / Q� Jv� 1 \ EXISTING BUILDING — QO O f`f, SI� 11 / 111 � III \—EXISTING 6'-0' P*W C -AIN LIMG FENCE vv V EXISTING G^NCRETE SWALE EXISTING DEPRESSED CURB i1 \ I � •�- I EXISTING BUILDING '\ \ EIIST114G LO' -C' 41GH SELF SUPPORTING ; • -/' \ LATTICETOWER i-'LLE/ISTINGANTENNA �E/ISiRJG GAS METER aRRAT'9,MICROWAVE DISNE3 TO REMAIN) '1'35 c , µ"iy \ EXISTING ELECTRIC METER \� 4 } 1-E%ISTING WALL MOUNTED CONDUIT I: -'-IO' AGL.1 LE/ISTING 6'-O' -IGH MOOD FENCE �—PROPOSED METRO PC9 LEASE AREA 1971W A/C UNIT STORM DRAIN CLEANOUT 1 REFERENCE SITE PLAN fN •,� SCALE: V . 30'-0' NORT- No EXISTING TELCO BOX 2944 NORTH 44th ST. SUREM ISO PHOENIX, ARIZONA 85018 TEL: (602)277-7877 FAX: (602)277-8288 MetroPCS 5 725 3016 STREBT, SUITE 203 SACRAMENTO. CA 95816 TEL: (916) 5543200 FAX: (916)5543201 PROJECT DESCRIPTION: CO -LOCATE ON EXI5TING 120' KION LATTICE TOWER SITE NAME: ESPLANADE a I-IW7'. 99 341.5 51LVER5ELL RD. CNICO, CA 95973 SITE NUNBFA: ' SAC -C21 -083B FILENAME: W^I29T- 4 DATE. 612001 DRAWN BV: U6 REV. DESCRIPTION DATE —PC ONING _WEMI7TAL 6/71/01 �L•l—Ii I'�iRO PCa 904 �J7EW G/3/OI SKEET TITLE: REFERENCE 5I7E PLAN, ENLARGED PLAN $ EQUIPMENT PAD DETAIL SHEET NO. A-1 NOTE: ANTENNA-IMUTH5 SUBJECT TO CHANGE PENDING RF CONFIGURATION APPROVAL �22 \ ANTENNA LAYOUT . SCALE: 3/8' • I'-0' 1104TH PROFCBED METRO PC6 PANEL ANTENNAS i3 ANTENNA PER SECTOR 3 SECTORS, • 9 TOTAL ANTENNAS COVERING 0'.'20'. • 2.0' A -IM -51 EXISTING 120'-0' HIGW SELF WPPORTING LATTICE TO R E%ISTING 120'-0' HIGH SELF SUPPORTING LATTICE TOIUER 'ALL Ei16TING ANTENNAS AND MICROWAVE D15HE5 TO REMAINI PRCPOSED CABLE ENCLOSURE I�-IOD. HIGH MIN_ _ _ 3O' -.J• ,1 1 CENTER OF CISH 4' CENTER OF ,) (11 E/15TING BUILDING CENTER OF CISH TOP OF EX..15TING BUILDING ; 1 o_O..i \ I ....... .. TOP OF FENCE WEST ELEVATION SCALE: I/S' ---- 2944 NORTH 44th ST. SUITE# 150 PHOENIX, ARIZONA 85018 TEL: (602) 277-7877 FAX: (602)277-8288 MetroPCS 725 30th STREET, SUITE 203 SACRAhgM'O, CA 95816 TEL: (916)5543200 FAX: (916) 5343201 PROJECT DESCRIPTION: CO -LOCATE ON EXISTING 120' NIGH LATTICE TOWER SITE NAME: ESPLANADE d NWY. 99 3415 SILVERBELL RD. CNICO, CA 959-73 SITE NUMBER: SAC -C21-0838 FILENAME: wcI:57-A-2 REVIEWED BV: 1-F REV. DESCRIPTION DATE 1001207JfNG 5UBMIiiA! 6/0/01 A Mc i R0 PG5 SD•u .E'VIEW 6/5/01 SHEET TIRE: WEST ELEVATION 8 ANTENNA LAYOUT $MEET NO. A-2 3 , TOP OF E'iISTWG I TEN. 5 - TOP OF E%16'TING TOWER 1 ANTENNA BOiiCM OF E'i ISTING NiENNA , .. I --EC- METRO -5 PANEL ANTENNAS -O' e f3 ANTENNAFER SECTOR 3 SECTCRS.. c TOTAL `PROPOSED_ ANTENNAS RAD.CENTER , - ANTENNA5 COVERING 0, 120', 1 2—VA-2 (MUTHS) ----- cT•_O BOTTOM OF E%:I5TING ANTENNA !' I 7e � } BOTTOM OF E/ISTING ANTENNA NOTE: ANTENNA-IMUTH5 SUBJECT TO CHANGE PENDING RF CONFIGURATION APPROVAL �22 \ ANTENNA LAYOUT . SCALE: 3/8' • I'-0' 1104TH PROFCBED METRO PC6 PANEL ANTENNAS i3 ANTENNA PER SECTOR 3 SECTORS, • 9 TOTAL ANTENNAS COVERING 0'.'20'. • 2.0' A -IM -51 EXISTING 120'-0' HIGW SELF WPPORTING LATTICE TO R E%ISTING 120'-0' HIGH SELF SUPPORTING LATTICE TOIUER 'ALL Ei16TING ANTENNAS AND MICROWAVE D15HE5 TO REMAINI PRCPOSED CABLE ENCLOSURE I�-IOD. HIGH MIN_ _ _ 3O' -.J• ,1 1 CENTER OF CISH 4' CENTER OF ,) (11 E/15TING BUILDING CENTER OF CISH TOP OF EX..15TING BUILDING ; 1 o_O..i \ I ....... .. TOP OF FENCE WEST ELEVATION SCALE: I/S' ---- 2944 NORTH 44th ST. SUITE# 150 PHOENIX, ARIZONA 85018 TEL: (602) 277-7877 FAX: (602)277-8288 MetroPCS 725 30th STREET, SUITE 203 SACRAhgM'O, CA 95816 TEL: (916)5543200 FAX: (916) 5343201 PROJECT DESCRIPTION: CO -LOCATE ON EXISTING 120' NIGH LATTICE TOWER SITE NAME: ESPLANADE d NWY. 99 3415 SILVERBELL RD. CNICO, CA 959-73 SITE NUMBER: SAC -C21-0838 FILENAME: wcI:57-A-2 REVIEWED BV: 1-F REV. DESCRIPTION DATE 1001207JfNG 5UBMIiiA! 6/0/01 A Mc i R0 PG5 SD•u .E'VIEW 6/5/01 SHEET TIRE: WEST ELEVATION 8 ANTENNA LAYOUT $MEET NO. A-2 4 r MEMORANDUM PLANNING DEPARTMENT TO: Butte County Assessor's Office FROM: Butte County Planning Department SUBJECT: SiteCom for Metro PCS - Lisa Burke, MUP 02-03 DATE: October 30, 2001 Pursuant to Section 65863.5 of the Government Code, the following parcel identified as 007-390- 001, was: Rezone from to zoning district. Granted a variance to X Issued a conditional Minor Use Permit to place nine 5 -square foot panel antennas at the 110 foot level on an existing 120 foot tall lattice tower, Equipment cabinets will be placed inside an existing building, On the west side of Silverbell Road, approximately 500 feet south of East Eaton Road, at 3415 Silverbell Road, Chico,C-2 (General Commercial) 77-7-s, -7-s, N• - LAND OF NATURAL WEALTH AND BEAUTY PLANNING DIVISION L� DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 September 26, 2001 SiteCom for Metro PCS'- Lisa Burke 725 30th Street, Suite 203 Sacramento, CA 95816 Re: Minor Use Permit, AP 007-390-001, MUP 02-03 Dear Ms. Burke: At the regular meeting of the Planning Manager on September 26, 2001, your request for a Minor Use Permit to place nine 5 -square foot panel antennas at the 110 foot level on an existing 120 foot tall lattice tower, Equipment cabinets will be placed inside an existing building was recommended for approval. An approval recommendation by the Planning representative, has been forwarded to the Planning Commission as a consent item for final action on October 11, 2001, at 9:30 a.m., in the Board of Supervisors' Room, 25 County Center Drive, Oroville, California. Consent items are set for approval in one motion. These items are considered non -controversial. No presentations will be made, however, some questions may be asked. The Chair will ask if any Commissioner or member of the public wishes to pull a consent item for discussion. The Minor Use Permit will be issued after approval by the Planning Commission. Should you have any questions regarding this matter, please contact Stephen Betts at this office. Sincerely, X� Lynn Richardson Planning/Administrative Support Service Assistant Ir W Zoning: C-2 (General Commercial) Attachments: A. Conditions of Approval APN: 007-390-001 B. Vicinity Map C. General Plan/Zoning Map D. Site Plan STAFF COMMENT: Staff recommends approval of the Minor Use Permit with findings and conditions. PROJECT DESCRIPTION/SITE CHARACTERISTICS: This project would allow for the installation of nine 5 -square foot panel antennas centered at the 110 -foot level on an existing 120 -foot tall self-supporting lattice tower. Equipment cabinets would be placed inside an existing commercial building adjacent to the tower. A new cable would be run between the tower and the building. The proposed panel antennas would provide Personal Communication Services (PCS) for the north Chico Area/Highway 99 corridor. The existing communication facility is unmanned and does not require a water source or a sewage disposal system. Approximately two visits to the site would be made per month by company technicians to perform preventative maintenance. The project site is zoned C-2 (General Commercial) and has a General Plan Land Use designation of Commercial. Surrounding parcels are zoned C-2, with Highway 99 located to the west of the site. Parcels further to the south of the site are zoned A -SR (Agricultural -Suburban Residential). Land uses on the surrounding parcels are commercial business to the north and east, Highway 99 to the west, a duplex to the south, and single-family dwellings to the south and ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 1 ■ BUTTE COUNTY PLANNING MANAGER AGENDA REPORT - SEPTEMBER 26, 2001 Applicant: SiteCom for Metro PCS Location: On the west side of Silverbell Road, approximately 500 feet File #: MUP 02-03 south of East Eaton Road, at 3415 Silverbell Road, Chico Request: Minor Use Permit to collocate nine 5 -square foot Parcel Size: 1 acre panel antennas at the 110 - foot level on an existing 120- Zone date: September 17, 1968 foot tall lattice tower. Equipment cabinets would be Project Stephen Betts, placed inside an existing Planner: Senior Planner commercial building Supervisor G.P.: Commercial District: 3 Zoning: C-2 (General Commercial) Attachments: A. Conditions of Approval APN: 007-390-001 B. Vicinity Map C. General Plan/Zoning Map D. Site Plan STAFF COMMENT: Staff recommends approval of the Minor Use Permit with findings and conditions. PROJECT DESCRIPTION/SITE CHARACTERISTICS: This project would allow for the installation of nine 5 -square foot panel antennas centered at the 110 -foot level on an existing 120 -foot tall self-supporting lattice tower. Equipment cabinets would be placed inside an existing commercial building adjacent to the tower. A new cable would be run between the tower and the building. The proposed panel antennas would provide Personal Communication Services (PCS) for the north Chico Area/Highway 99 corridor. The existing communication facility is unmanned and does not require a water source or a sewage disposal system. Approximately two visits to the site would be made per month by company technicians to perform preventative maintenance. The project site is zoned C-2 (General Commercial) and has a General Plan Land Use designation of Commercial. Surrounding parcels are zoned C-2, with Highway 99 located to the west of the site. Parcels further to the south of the site are zoned A -SR (Agricultural -Suburban Residential). Land uses on the surrounding parcels are commercial business to the north and east, Highway 99 to the west, a duplex to the south, and single-family dwellings to the south and ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 1 ■ southeast. The site is located within the City of Chico's Sphere of Influence and is within a C2 Airport Compatibility Zone. The project site is developed with various types of commercial businesses operated out of three buildings and the 120 -foot tall lattice tower. The existing lattice tower was installed at a time when a Use Permit was not required for a communication facility use. The lattice tower, which is not painted, supports vertical antennas at the 113 -foot, the 97 -foot, and the 79 -foot levels, and three small microwave dishes at the 30 -foot, 24 -foot, and 19 -foot levels. The tower is surrounded by a six-foot tall chain link fence. ANALYSIS: General Plan and Zoninz: The project site is designated as Commercial by the Land Use Element Map of the General Plan, which allows public uses as secondary uses (note: cellular phone service providers are considered a public utility). Section 24-146 of Butte County Code states that communications facilities, including the colocation of antennas on existing towers, are not permitted in the C-2 zone unless a permit is obtained (subject to. the requirements of Butte County Code Section 24- 262). The Wireless Communication Facilities Ordinance (Butte County Code Section 24-262) allows colocation on existing facilities in the C-1 zone with approval of a Minor Use Permit, subject to numerous requirements. The project has been conditioned to meet the requirements of Section 24-262, including: • Radio-frequency emissions in excess of FCC standards are not allowed. • Facilities that are not in continual use for a period of six (6) months shall be considered to be abandoned. • Verification submitted annually attesting that the radio frequency " radiation/ electromagnetic frequency (RF/EMF) emitted by the facility conforms to safety standards set forth in FCC OET 65. • Access to the site must be at least 12 feet wide and capable of supporting a 40,000 -pound fire apparatus. The additional antennas mounted on the existing lattice tower would not create a significant aesthetic impact. The antennas would not increase the height of the tower, nor would the additional antennas extend horizontally beyond the existing antennas. A photo simulation of the proposed antennas on the existing lattice tower shows that the antennas would not be highly conspicuous. A condition of the project requires that the proposed antennas and mounting hardware be painted to match the color of the existing tower. The additional antennas would.not cause an increase in noise. ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 2 ■ The project site -is located in the City of Chico's Sphere of Influence and is contiguous to lands in the City of Chico. The City did not respond to a request for comments regarding this project. The tower is located with a C2 Airport Compatibility Zone. The Butte County Airport Land Use Commission staff commented that the tower is considered an existing land use and the addition of the proposed antennas is not a significant change to the use or structure as it relates to aircraft operations. Radio -Frequency Emissions The radio emissions from the proposed antennas are regulated by the Federal Communication Commission (FCC). A radio-frequency (RF) analysis was prepared for the proposed antennas to ensure compliance with the appropriate Federal guidelines for human exposure to radio frequency or electromagnetic fields. The analysis determined that the maximum ambient RF level at the base of the tower would be less than 12% of the applicable public exposure limit. At a distance of 100 feet from the tower, the RF level would be less than 5% of the public exposure limit. The existing lattice tower is located on private property and the tower is surrounded by a six-foot tall chain link fence. Access to the communications facility is limited to company personnel. ACTIONS FOR CONSIDERATION: Staff recommends that the Planning Manager take the following actions: I. Recommend that the Planning Commission find that the project is exempt from the provisions of the California Environmental Quality Act under Section 15311. Section 15311 consists of construction of minor structures accessory (appurtenant) to existing commercial facilities. Antennas colocated on an existing tower are considered to be accessory structures. II. Recommend approval to the Planning Commission of Minor Use Permit 02-03 for SiteCom for Metro PCS, subject to the following findings and the conditions in Exhibit «A.„ A. The proposed location, size, design, and operating characteristics of the proposed use is in accordance with the purpose of this Ordinance, the purpose of the zone in which the site is located, the Butte County General Plan, and the development policies and standards of the County because: Conditions of approval have been applied to this project pursuant to the applicable requirements of Section 24-262 (Wireless Communication Facilities). The project is in accordance with the purpose of the zone in which the land lies and the Butte County General Plan because the project site is designated Commercial and is zoned C-2. The Commercial land use designation allows public utilities as Secondary Uses. The C-2 zone allows colocation of communication facilities with approval of a Minor Use Permit. ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 3 ■ • • B. The location, size, design, and operating characteristics of the proposed use would be compatible with, and would not adversely affect, or be detrimental to adjacent uses, residents, buildings, structures, or natural resources, with consideration given to: 1. Harmony in scale, bulk, coverage, and density: The proposed antennas would not increase the height of the existing tower or extend horizontally beyond the existing antennas. 2. The availability of public facilities, services and utilities: Electrical power service is already established to the property and no additional services or utilities are required. 3. The harmful effect, if any, upon desirable neighborhood character: The project site is already developed with a 120 foot tall lattice tower. The proposed antennas to be mounted on the existing tower would not have a harmful effect upon the neighborhood character. The radio- frequency emissions from the proposed antennas must not exceed FCC regulations. Only a minor amount of vehicle traffic would be generated during installation of the antennas and equipment cabinets. The communications facility is unmanned and only one to two site visits per month per wireless carrier would be required after construction. 5. The suitability of the site for the type and intensity of use or development which is proposed: The site is ideally suited for the project because the proposed antennas would be mounted on the existing 120 foot tall lattice tower. The project would not have an impact on any of the commercial uses established on the site. 6. Any other relevant impact of the proposed use: The Planning Division has circulated the proposed communication facility application to County Agencies and has received no evidence that the use would cause any other relevant impact. C. Based on the above findings, the proposed location, size, design, and operating characteristics of the proposed use and the conditions under which it would be ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 4 ■ operated or maintained would not be detrimental to the public health, safety, or welfare, or injurious to properties or improvements in the vicinity. D. The proposed use shall comply with each of the applicable provisions of the Chapter 24, Section 262, of the Butte County Code. E. This project would colocate antennas on an existing communications tower, which eliminates the need for a new communications tower to be erected elsewhere in the project area. F. The radio-frequency emissions from the antennas on the tower are below the limits set by the Federal Communications Commission. G. The proposed antennas would not create any impacts to aircraft operations. k:\projects\mup\mup02-02\sitecom nord pm report.doc ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 5 ■ EXHIBIT A MINOR USE PERMIT BUTTE COUNTY PLANNING COMMISSION DATE: (Certified Mail Rec.) UP 02-03 PERMIT NO. 007-390-001 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: SiteCom for Metro PCS is hereby granted a Minor Use Permit to colocate nine 5 -square foot panel antennas centered at the 110 -foot level on an existing 120 -foot tall lattice tower, and to place equipment cabinets inside an existing commercial building. 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 12 months of the date of approval. 3. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 4. If any use for which a Minor Use Permit has been granted is not established within one year of the date of approval, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. A Minor Use Permit subject to lapse may be renewed for an additional period of up to one year, provided that sixty (60) calendar days prior to the expiration date, an application for renewal of the Minor Use Permit is filed with the Planning Division on the prescribed form and accompanied by the necessary data and fees. ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 6 ■ 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. 6. Neither the applicant, nor any agent nor representative of the applicant shall intentionally omit or misrepresent any material fact in connection with the application. Any alleged material misrepresentation shall constitute grounds for the Director of Development Services- to commence a revocation hearing, and, if proven to exist, shall constitute. sufficient grounds to revoke a permit. Conditions of Approval: Planning Division: 1. The new antennas and mounting hardware shall be painted to match the color of the existing tower. 2. 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. 3. The installation of the Facility shall comply with all applicable building and electrical codes. The Facility operator shall submit certification from a registered structural engineer to the Building Division, that all associated monopoles and towers in excess of thirty (30) feet in height will withstand sustained winds as required. by the Uniform Building Code. 4. No advertising or display shall be permitted on the Facility. 5. The placement of any antenna or structure shall not adversely affect any on-site sewage disposal system or its repair area without written approval from the Division of Environmental Health. 6. The installation of the Facility shall not violate any existing deed restrictions. 7. The Facility shall have a twelve (12) -foot wide all-weather access to a publicly maintained road capable of supporting a forty thousand (40,000) -pound fire apparatus with fifteen (15) feet of vertical clearance. 8. There shall be no outdoor vehicle or equipment storage except for emergency purposes. 9. The Facility shall fall within current standards and regulations of the FAA, the FCC, and any other State and/or Federal agency with the authority to regulate such Facility. If such standards and regulations are changed, the property owner or responsible party shall bring the Facility into compliance with such revised standards and regulations within ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 7 ■ ninety (90) days of the effective date of such standards and regulations, unless a more stringent compliance schedule is mandated by the controlling agency. 10. The Facility or combination of the Facilities on the site shall not generate, at any time, electromagnetic frequency radiation (EMF) or radio frequency radiation (RF) in excess of the FCC adopted standards for human exposure, as amended over time. 11. If it is found that the Facility is or will be detrimental to the health, safety, or welfare of persons working or residing near such facility, then the service provider(s) and property owner shall be jointly and solely responsible for the removal, adjustment, or replacement of the Facility. In no case shall the Facility remain in operation if it is found to create a hazard to health, safety, and welfare. The Facility shall not be found to create a hazard to health, safety, or welfare as a result of EMF or RF emissions from the Facility so long as it meets all current standards established by the FCC, pursuant to FCC OET 65. Prior to issuance of the building permit for the installation of the Facility, the applicant shall post a performance security in an amount and form determined by the Director of Development Services that is sufficient to cover the cost of a one-time test by a radio frequency consultant selected by the County, sufficient to determine whether the Facility's RF/EMF emissions comply with FCC standards. If the Facility's emissions are determined to exceed FCC standards, the applicant is required to pay for such other tests and other corrective measures as are necessary to establish compliance with FCC OET 65 and its successors and such noncompliance shall constitute sufficient grounds to commence a permit revocation hearing which may lead to permit revocation. The applicant shall cooperate in all respects with the County's consultant to assist the consultant to reach his/her conclusion. 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. If the Director of Development Services determines that the Facility is abandoned, the applicant may be required to remove all equipment belonging to the applicant from the premises and return the site to its original condition within thirty (30) calendar days of receipt of notice to abate. If such Facility is not removed and the site returned to its original condition within thirty (30) days, the County may remove the Facility at the applicant's and/or land owner's joint and several expense. 13. All ground level support Facilities shall be painted and/or screened from view with adequate landscaping appropriate to the surrounding environment. All aesthetic treatments, including landscaping shall be maintained as approved for the life of the Facility. 14. The Facility may not encroach into, under, over, above, or upon any public street in the unincorporated area of the County in the absence of a valid encroachment permit from the County. ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 8 ■ 15. The owner/operator of the Facility shall annually submit a written verification, attested to under penalty of perjury, signed by both the owner/operator and an FCC licensee in the employ of or retained by the owner/operator, that the radio frequency radiation/electromagnetic frequency (RF/EMF) emitted by the facility conforms to safety standards set forth in FCC OET 65. The reports prepared for the Facility shall conform to reporting requirements set by the FCC and the County. The reports shall be submitted to the Planning Division no later than January 31 of each year. 16. The Facility shall be secured at all times to prevent access by the public. 17. The project site shall be developed in accordance with the approved project site plan and the conditions contained herein. Said site plan is on file in the Planning Division, is identified as "Exhibit E" and date-stamped July 20, 2001, and is incorporated herein by this reference. 18. Prior to use of this project, the applicant shall contact the Planning Division for a field inspection to verify all conditions of approval and ordinance requirements have been met. 19. Applicant must also comply with all other applicable State and local statutes, ordinances, and regulations. Building Division 20. Building permits are required. Provide plans and calculations prepared, sealed, and signed by a California licensed architect or registered engineer verifying adequacy of existing tower with addition of antennas. Design shall be in compliance with the 1998 California Building Codes. NOTE: Issuance of this Minor Use Permit does not waive requirement of obtaining Building and Health Department 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 City of Chico, Planning Department Assessor ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 9 ■ 0 2 `N\ C-2 N4 R-1 M-2/OS R-2 J MHP 2 R-1 R-2 LU C -C . Project Location East Eaton Rd 700 0 700 1400 2100 2800 3500 4200 Feet BUTTE COUNTY PLANNING MANAGER - Applicant: SiteCom for Metro PCS, Inc. Owner: John P. Rehklau Hearing Date: September 26, 2001 @ 9:00 am. Existing Zone: C-2 (General Commercial) N Supervisorial Request: Minor Use Pertnit to place nine 5 -square ft. panel antennas at the 110 foot level on an existing 120 foot tall District # 3 lattice tower. 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'• 9 �+*` `' +' •• , r' , f . r , ,J r. �r` /fJf' /t•"• r'� .2,. r r c f' i { .,/.' ,rrr`f , r'r r;f r {/'' /'�+ /r `/, !' fr 1 •�.. r Jrr - r+r r t f/'/ { %`i/f{ /,.•'rftirr, �{l '�,l fl J r'� �a /f ' d ' r l {',` "+� f• J-J +•" f�,J"/l` l f�rr t r '�+r; r f t.; F; Jt;: Jt'. . ,•rte rt / •rt /' � /X% rr ' Jrr fr " . �/orf r ;� r� , % r+ ;' r• r , r ` J, f.%• r trrr`f f`JJ' '' ! I f f%�,'r/f�,Jrrt �rr r %,. r' /tl�J• t f r r , r r• . {rJ f r'r� �! '/f 1/ r{r�r _ �f ,t / t f •''r% J` f/r r �. ;/ ! r• ` r ir/ . � J r J r t r.. r r r r f r . +t • • ! r • t •r r /: f + J f/ • / +' //• �/ r % ` � t Fr f'%yl �%r+.`rr�t' J/t `rr/' ! f,. '� = {r •rr•. { J ,•` , rr , J` r'r+ J f _ '' % rrt,;• f�/l ' .+�r�r /f ' /.r !/ J t {rr•, r'�,: / f 'rr,//r r, J� ff�,<<f r %`f-"•��/ 700 0 700 1400 2100 2800 3500 4200 Feet BUTTE COUNTY PLANNING MANAGER Applicant: SiteCom for Metro PCS, Inc., Owner: John P. Rehklau.. . Hearing Date: September 26, 2001 @ 9:00 aan: Eidsting Zone: C-2 (General Commercial) N Supervisorial , Request: Minar Use Permit to place nine 5-square ft panel antennas at the 110 foot level on an existing 120 foot tall` • District # 3' lat iee tovwr. Equipment cabinets will be placed inside an existing building. Assessor Parcel No: 00-390-001 F1Ie MUP 02-03 07/13/01 Photosimulation of view looking west from Silverbell Road. existing Omni and panel antennas a r ' I existing 120 R tower Cb MetrojCSR _ Esplanade 1f99 3415 Silverbell Road Chico, CA 95973 SAC -C21 -083A l proposed antennas ropo -ed pyright 2001, Previsualists Inc., all rights reserved. Accuracy of this pholosimulalion based upon information provided by project applicant. Ques6onsP Call 1-e8e-1•V t UblM. • a:n,. bq,.n. �.yr:., nr. .;•;�''- j � III Cb MetrojCSR _ Esplanade 1f99 3415 Silverbell Road Chico, CA 95973 SAC -C21 -083A l proposed antennas ropo -ed pyright 2001, Previsualists Inc., all rights reserved. Accuracy of this pholosimulalion based upon information provided by project applicant. Ques6onsP Call 1-e8e-1•V t UblM. • a:n,. bq,.n. �.yr:., nr. 07/13/01 photosom'uoatoon ®v doeve gooftong G&SR9 Hewes Hwy 99 an the East Eaton Rd ®fframp. existing antennae LjArstin® -;r f20 i? Dowser (�r5�po��d nraBc�ounUr� S� � -,.. _- - - i ...���,,qq++,,+ � 1. l ;�u- ��I(�-moo � � , •- "�'�� - .,.�� - i'Ir P •.t �; .'M.''M srR.� Nt�v� ,l� ' `t� .. 4kL7 r'� e If i � r '�] \ ,y•. � y, Va Zv'.1 � 0 x ' � �. 0 WNmy�5 yr nti� A U `� `r, c 't �1, {, �s1> �' p';.�,�„y�,y, '•,� cA q�1 w—_. 1 .o ,i'U'dLSi.-, 'JQo •�. [^�'`.. O roe �= 6 v'o `C -c L is day O��F @t �. L, 7J r o �P'� o.;• -_ �rt`. 3- ..* i• '�91 (` .. fi �,y Sib. � ,u.+f Fa b �R""' rr J". � - _ � �• _� 3 4 a5 o L f �y �� i I. �^ •. _.- l �, �b � � /.f�. "�'^�'1. �, 11 � ,Y ��� . t y • 1 C � z :a > etr a s - lana�de 99 K S z = i 3415 Silverbell Road 95973SAC-C21-083A © Copyright 2001, Previsualists Inc., all rights reserved. Accuracy of this photosimulation based upon information provided by project applicant. Questions? Call 1-888-F&CtSIM. PkEVisualiAs. Site: HWY 99 & EATON AUTHORIZATION Site ID: SAC -C18 -083B The undersigned is the "Owner" of the real, property ("Property") described below, and hereby authorizes, consents, and agrees with GWI PCS California/Florida, a Delaware corporation, d/b/a MetroPCS, as follows: 1. Entry. Owner consents and agrees that GWI PCS California/Florida, a Delaware corporation, d/b/a MetroPCS, a Florida Corporation, its employees, agents, and independent contractors ("Authorized Parties") may enter upon the Property to conduct and perform some of all of the following activities ("Permitted Activities"): surveys, geotechnical soil borings and analysis, phase I environmental audits, boundary surveys, radio propagation studies, and such other tests and inspections of the Property which GWI PCS California/Florida, a Delaware corporation may deem necessary or advisable. GWI PCS California/Florida, a Delaware corporation agrees to be responsible for any and all costs related to the Permitted Activities, including installation on and operation and removal of equipment on the Property. 2. Filings. Owner consents and agrees that the Authorized Parties may make and file applications on Owner's behalf of such local, state, and federal governmental entities whose approval GWI PCS California/Florida, a Delaware corporation, d/b/a MetroPCS, a Florida Corporation may consider necessary or advisable to have the Property approved as a tower or antenna site, including, but not limited to, governmental approval for zoning variances, rezoning applications, building permits, and wetland permits. Owner hereby agrees that a copy of this Agreement is as effective as the original. However, if requested by the Authorized Parties, Owner agrees to execute such other and further documents as may be required by the governmental entity in question to evidence Owner's consent to the action which is proposed to be taken. Owner: John P. Rehkla BY: Date: Property Address: 3415 Silverbell Rd. #8 Chico, CA 95973 September 19, 2001 SiteCom for Metro PCS - Lisa Burke 725 30th Street, Suite 203 Sacramento, CA 95816 Bane C 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 Re: Minor Use Permit, AP 007-390-001, MUP 02-03 Dear Ms. Burke:: Your request has been scheduled for hearing in front of the Planning Manager on September 26, 2001, at 9:00 a.m. The meeting will be held in the Planning Division Conference Room, at 7 County Center Drive, Oroville, California. A recommendation by the Planning representative will be forwarded to the Planning Commission as a consent item for final action. Consent items are set for approval in one motion. These items are considered non -controversial. No presentations will be made, however, some questions may be asked. The Chair will ask if any Commissioner or member of the public wishes to pull a consent item for discussion.. The Minor Use Permit will be issued after approval by the Planning Commission. 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, Z t' �� Lynn Richardson Planning/Administrative Support Service Assistant Ir BUTTE COUNTY PLANNING MANAGER AGENDA REPORT - SEPTEMBER 26, 2001 Applicant: SiteCom for Metro PCS Location: On the west side of Silverbell Road, approximately 500 feet File #: MUP 02-03 south of East Eaton Road, at 3415 Silverbell Road, Chico Request: Minor Use Permit to collocate nine 5 -square foot Parcel Size: 1 acre panel antennas at the 110 - foot level on an existing 120- Zone date: September 17, 1968 foot tall lattice tower. Equipment cabinets would be Project Stephen Betts, placed inside an existing Planner: Senior Planner commercial building Supervisor G.P.: Commercial District: 3 Zoning: C-2 (General Commercial) Attachments: A. Conditions of Approval APN: 007-390-001 B. Vicinity Map C. General Plan/Zoning Map D. Site Plan STAFF COMMENT: Staff recommends approval of the Minor Use Permit with findings and conditions. PROJECT DESCRIPTION/SITE CHARACTERISTICS: This project would allow for the installation of nine 5 -square foot panel antennas centered at the 110 -foot level on an existing 120 -foot tall self-supporting lattice tower. Equipment cabinets would be placed inside an existing commercial building adjacent to the tower. A new cable would be run between the tower and the building. The proposed panel antennas would provide Personal Communication Services (PCS) for the north Chico Area/Highway 99 corridor. The existing communication facility is unmanned and does not require a water source or a sewage disposal system. Approximately two visits to the site would be made per month by company technicians to perform preventative maintenance. The project site is zoned C-2 (General Commercial) and has a General Plan Land Use designation of Commercial. Surrounding parcels are zoned C-2, with Highway 99 located to the west of the site. Parcels further to the south of the site are zoned A -SR (Agricultural -Suburban Residential). Land uses on the surrounding parcels are commercial business to the north and east, Highway 99 to the west, a duplex to the south, and single-family dwellings to the south and ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 1 ■ southeast. The site is located within the City of Chico's Sphere of Influence and is within a C2 Airport Compatibility Zone. The project site is developed with various types of commercial businesses operated out of three - buildings and the 120 -foot tall lattice tower. The existing lattice tower was installed at a time when a Use Permit was not required for a communication facility use. The lattice tower, which is not painted, supports vertical antennas at the 113 -foot, the 97 -foot, and the 79 -foot levels, and three small microwave dishes at the 30 -foot, 24 -foot, and 19 -foot levels. The tower is surrounded by a six-foot tall chain link fence. ANALYSIS: General Plan and Zoning: The project site is designated as Commercial by the Land Use Element Map of the General Plan, which allows public uses as secondary uses (note: cellular phone service providers are considered a public utility). Section 24-146 of Butte County Code states that communications facilities, including the colocation of antennas on existing towers, are not permitted in the C-2 zone unless a permit is obtained (subject to the requirements of Butte County Code Section 24- 262). The Wireless Communication Facilities Ordinance (Butte County Code Section 24-262) allows colocation on existing facilities in the C-1 zone with approval of a Minor Use Permit, subject to numerous requirements. The project has been conditioned to meet the requirements of Section 24-262, including: • Radio-frequency emissions in excess of FCC standards are not allowed. • Facilities that are not in continual use for a period of six (6) months shall be considered to be abandoned. • Verification submitted annually attesting that the radio frequency radiation/ electromagnetic frequency (RF/EMF) emitted by the facility conforms to safety standards set forth in FCC OET 65. • Access to the site must be at least 12 feet wide and capable of supporting a 40,000 -pound fire apparatus. The additional antennas mounted on the existing lattice tower would not create a significant aesthetic impact. The antennas would not increase the height of the tower, nor would the additional antennas extend horizontally beyond the existing antennas. A photo simulation of the proposed antennas on the existing lattice tower shows that the antennas would not be highly conspicuous. A condition of the project requires that the proposed antennas and mounting hardware be painted to match the color of the existing tower. The additional antennas would not cause an increase in noise. ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 2 ■ The project site is located in the City of Chico's Sphere of Influence and is contiguous to lands in the City of Chico. The City did not respond to a request for comments regarding this project. The tower is located with a C2 Airport Compatibility Zone. The Butte County Airport Land Use Commission staff commented that the tower is considered an existing land use and the addition of the proposed antennas is not a significant change to the use or structure as it relates to aircraft operations. Radio -Frequency Emissions The radio emissions from the proposed antennas are regulated by the Federal Communication Commission (FCC). A radio-frequency (RF) analysis was prepared for the proposed antennas to ensure compliance with the appropriate Federal guidelines for human exposure to radio frequency or electromagnetic fields. The analysis determined that the maximum ambient RF level at the base of the tower would be less than 12% of the applicable public exposure limit. At a distance of 100 feet from the tower, the RF level would be less than 5% of the public exposure limit. The existing lattice tower is located on private property and the tower is surrounded by a six-foot tall chain link fence. Access to the communications facility is limited to company personnel. ACTIONS FOR CONSIDERATION: Staff recommends that the Planning Manager take the following actions: I. Recommend that the Planning Commission find that the project is exempt from the provisions of the California Environmental Quality Act under Section 15311. Section 15311 consists of construction of minor structures accessory (appurtenant) to existing commercial facilities. Antennas colocated on an existing tower are considered to be accessory structures. II. Recommend approval to the Planning Commission of Minor Use Permit 02-03 for SiteCom for Metro PCS, subject to the following findings and the conditions in Exhibit «A:,, A. The proposed location, size, design, and operating characteristics of the proposed use is in accordance with the purpose of this Ordinance, the purpose of the zone in which the site is located, the Butte County General Plan, and the development policies and standards of the County because: Conditions of approval have been applied to this project pursuant to the applicable requirements of Section 24-262 (Wireless Communication Facilities). The project is in accordance with the purpose of the zone in which the land lies and the Butte County General Plan because the project site is designated Commercial and is zoned C-2. The Commercial land use designation allows public utilities as Secondary Uses. The C-2 zone allows colocation of communication facilities with approval of a Minor Use Permit. ■ BUTTE COUNTY PLANNING CONMISSION AGENDA REPORT ■ PAGE 3 ■ 0 • B. The location, size, design, and operating characteristics of the proposed use would be compatible with, and would not adversely affect, or be detrimental to adjacent uses, residents, buildings, structures, or natural resources, with consideration given to: 1. Harmony in scale, bulk, coverage, and density: The proposed antennas would not increase the height of the existing tower or extend horizontally beyond the existing antennas. 2. The availability of public facilities, services and utilities: Electrical power service is already established to the property and no additional services or utilities are required. 3. The harmful effect, if any, upon desirable neighborhood character: The project site is already developed with a 120 foot tall lattice tower. The proposed antennas to be mounted on the existing tower would not have a harmful effect upon the neighborhood character. The radio- frequency emissions from the proposed antennas must not exceed FCC regulations. Only a minor amount of vehicle traffic would be generated during installation of the antennas and equipment cabinets. The communications - facility is unmanned and only one to two site visits per month per wireless carrier would be required after construction. 5. The suitability of the site for the type and intensity of use or development which is proposed: The site is ideally suited for the project because the proposed antennas would be mounted on the existing 120 foot tall lattice tower. The project would not have an impact on any of the commercial uses established on the site. 6. Any other relevant impact of the proposed use: The Planning Division has circulated the proposed communication facility application to County Agencies and has received no evidence that the use would cause any other relevant impact. C. Based on the above findings, the proposed location, size, design, and operating characteristics of the proposed use and the conditions under which it would be ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 4 ■ 0 operated or maintained would not be detrimental to the public health, safety, or welfare, or injurious to properties or improvements in the vicinity. D. The ,proposed use shall comply with each of the applicable provisions of the Chapter 24, Section 262, of the Butte County Code. E. This project would colocate antennas on an existing communications tower, which eliminates the need for a new communications tower to be erected elsewhere in the project area. F. The radio-frequency emissions from the antennas on the tower are below the limits set by the Federal Communications Commission. G. The proposed antennas would not create any impacts to aircraft operations. k:\projects\mup\mup02-02\sitecom nord pm report.doc . ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 5 ■ 9 EXHIBIT A MINOR USE PERMIT BUTTE COUNTY PLANNING COMMISSION • DATE: (Certified Mail Rec.) UP 02-03 PERMIT NO. 007-390-001 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: SiteCom for Metro. PCS is hereby granted a Minor Use Permit to colocate nine 5 -square foot panel antennas centered at the 110 -foot level on an existing 120 -foot tall lattice tower, and to place equipment cabinets inside an existing commercial building. 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 12 months of the date of approval. 3. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 4. If any use for which a Minor Use Permit has been granted is not established within one year of the date of approval, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. A Minor Use Permit subject to lapse may be renewed for an additional period of up to one year, provided that sixty (60) calendar days prior to the expiration date, an application for renewal of the Minor Use Permit is filed with the Planning Division on the prescribed form and accompanied by the necessary data and fees. ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 6 ■ 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. 6. Neither the applicant, nor any agent nor representative of the applicant shall intentionally omit or misrepresent any material fact in connection with the application. Any alleged material misrepresentation shall constitute grounds for the Director of Development Services to commence a revocation hearing, and, if proven to exist, shall constitute sufficient grounds to revoke a permit. Conditions of Approval: Planning Division: 1. The new antennas and mounting hardware shall be painted to match the color of the existing tower. 2. 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. 3. The installation of the Facility shall comply with all applicable building and electrical codes. The Facility operator shall submit certification from a registered structural engineer to the Building Division, that all associated monopoles and towers in excess of thirty (30) feet in height will withstand sustained winds as required by the Uniform Building Code. 4. No advertising or display shall be permitted on the Facility. 5. The placement of any antenna or structure shall not adversely affect any on-site sewage disposal system or its repair area without written approval from the Division of Environmental Health. 6. The installation of the Facility shall not violate any existing deed restrictions. 7. The Facility shall have a twelve .(12) -foot wide all-weather access to a publicly maintained road capable of supporting a forty thousand (40,000) -pound fire apparatus with fifteen (15) feet of vertical clearance. 8. There shall be no outdoor vehicle or equipment storage except for emergency purposes. 9. The Facility shall fall within current standards and regulations of the FAA, the FCC, and any other State and/or Federal agency with the authority to regulate such Facility. If such standards and regulations are changed, the property owner or responsible party shall bring the Facility into compliance with such revised standards and regulations within ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 7 ■ ninety (90) days of the effective date of such standards and regulations, unless a more stringent compliance schedule is mandated by the controlling agency. 10. The Facility or combination of the Facilities on the site shall not generate, at any time, electromagnetic frequency radiation (EMF) or radio frequency radiation (RF) in excess of the FCC adopted standards for human exposure, as amended over time. 11. If it is found that the Facility is or will be detrimental to the health, safety, or welfare of persons working or residing near such facility, then the service provider(s) and property owner shall be jointly and solely responsible for the removal, adjustment, or replacement of the Facility. In no case shall the Facility remain in operation if it is found to create a hazard to health, safety, and welfare. The Facility shall not be found to create a hazard to health, safety, or welfare as a result of EMF or RF emissions from the Facility so long as it meets all current standards established by the FCC, pursuant to FCC OET 65. Prior to issuance of the building permit for the installation of the Facility, the applicant shall post a performance security in an amount and form determined by the Director of Development Services that is sufficient to cover the cost of a one-time test by a radio frequency consultant selected by the County, sufficient to determine whether the Facility's RF/EMF emissions comply with FCC standards. If the Facility's emissions are determined to exceed FCC standards, the applicant is required to pay for such other tests and other corrective measures as are necessary to establish compliance with FCC OET 65 and its successors and such noncompliance shall constitute sufficient grounds to commence a permit revocation hearing which may lead to permit revocation. The applicant shall cooperate in all respects with the County's consultant to assist the consultant to reach his/her conclusion. 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. If the Director of Development Services determines that the Facility is abandoned, the applicant may be required to remove all equipment belonging to the applicant from the premises and return the site to its original condition within thirty (30) calendar days of receipt of notice to abate. If such Facility is not removed and the site returned to its original condition within thirty (30) days, the County may remove the Facility at the applicant's and/or land owner's joint and several expense. 13. All ground level support Facilities shall be painted and/or screened from view with adequate landscaping appropriate to the surrounding environment. All aesthetic treatments, including landscaping shall be maintained as approved for the life of the Facility. 14. The Facility may not encroach into, under, over, above, or upon any public street in the unincorporated area of the County in the absence of a valid encroachment permit from the County. ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 8 ■ 15. The owner/operator of the Facility shall annually submit a written verification, attested to under penalty of perjury, signed by both the owner/operator and an FCC licensee in the employ of or retained by the owner/operator, that the radio frequency radiation/electromagnetic frequency (RF/EMF) emitted by the facility conforms to safety standards set forth in FCC OET 65. The reports prepared for the Facility shall conform to reporting requirements set by the FCC and the County. The reports shall be submitted to the Planning Division no later than January 31 of each year. 16. The Facility shall be secured at all times to prevent access by the public. 17. The project site shall be developed in accordance with the approved project site plan and - the conditions contained herein. Said site plan is on file in the Planning Division, is identified as "Exhibit E" and date-stamped July 20, 2001, and is incorporated herein by this reference. 18. Prior to use of this project, the applicant shall contact the Planning Division for a field inspection to verify all conditions of approval and ordinance requirements have been met. 19. Applicant must also comply with all other applicable State and local statutes, ordinances, and regulations. Building Division 20. Building permits are required. Provide plans and calculations prepared, sealed, -and signed by a California licensed architect or registered engineer verifying adequacy of existing tower with addition of antennas. Design shall be in compliance with the 1998 California Building Codes. NOTE: Issuance of this Minor Use Permit does not waive requirement of obtaining Building and Health Department 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 Depart ient/CDF City of Chico, Planning Department Assessor ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 9 ■ n u 7 Ii C-2 A-40 R -I R-2 MHP C -C R-2 won East Eaton Rd '14 ENNAAW RREEKN we qn-Arm 700 0 700 1400 2100 2800 3500 4200 Feet BUTTE COUNTY PIANNING MANAGER Applicant: SileCom for Metro PCS, Inc. owner: John P. Rehklau Hearing Date: September 26, 2001 @ 9:00 am. Existing Zone: C-2 (General Commercial) Supervisorial Request: Minor Use Permit to place nine 5 -square fL panel antennas at the 110 foot level on an existing 120 foot tan District # 3 lattice tower. Equipment cabinets will be placed inside an existing building. I Assessor Parcel No: 007-390-001 File:MUP 02-03 =1 � BUTTE COUNTY PLANNING MANAGER NOTICE OF PUBLIC HEARING Notice is hereby given by the Butte County Planning Manager that a public hearing will be held on Wednesday, September 26, 2001, in the Butte County Development Services Conference Room, 7 County Center Drive, Oroville, California, regarding the following items: ITEMS DETERMINED TO BE CATEGORICALLY EXEMPT FROM ENVIRONMENTAL REVIEW 9:00 a.m. - SiteCom for Metro PCS, Minor Use Permit to place nine 5 -square foot panel antennas at the 110 -foot level on an existing 120 -foot tall lattice tower. Equipment cabinets will be placed inside an existing building on property zoned C-2 (General Commercial). The property is located on the west side of Silverbell Road, approximately 500 feet south of East Eaton Road, at 3415 Silverbell Road, Chico. APN 007-390-001 (SB) (MUP 02-03) 9:00 a.m. - SiteCom for. Metro PCS, Minor .Use Permit to place nine 5 -square foot panel antennas centered at the 110 -foot level on an existing 141 -foot tall monopole tower, and for seven 8 -square foot ground mounted equipment cabinets on property zoned C-1 (Light Commercial). The property is located on the north side of Nord Avenue (SR 32), approximately 0.23 miles north of West Sacramento Avenue, at 12998 Nord Avenue, Chico. APN 043-200-005 (SB) (MUP 02-02) The above mentioned applications and maps 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. The decision of the Director of Development Services will be submitted to the Planning Commission for final approval. 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 Chico Enterprise Record on Thursday, September 6, 2001. PI.PF BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PLANNING DIVISION TO: PUBLIC WORKS DIRECTOR FROM: Butte County Planning Division e RE: Request for Comments on a Development Application: SiteCom for Metro PCS - Lisa Burke, MUP 02-03 DATE: July 27, 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 Minor Use Permit to place nine 5 -square foot panel antennas at the 110 foot level on an existing 120 foot tall lattice tower, Equipment cabinets will be placed inside an existing building on property zoned C-2 (General Commercial) located On the west side of Silverbell Road, approximately 500 feet south of East Eaton Road. at 341 Silverbell Road. Chico, identified as APN 007-390-001. Supervisorial District No. 3. THIS ITEM HAS BEEN TENTATIVELY SCHEDULED FOR A HEARING BEFORE THE PLANNING MANAGER - ON September 12, 2001. COMMENTS, IF ANY, ARE REQUESTED BY NO LATER THAN August 10, 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): LAN 0 D 6 V E-0 Prn ea -T /VU CDMmeMTS — No Cc�Mo.r�otirt By: "i - 44 M(c) Date: 83 -1 B— 20 O r rEiVED J U L 27 2001 Cu, -i FY OF BUTTE LAND DEVELOPMENT DIV. 0 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PLANNING DIVISION TO: CALIFORNIA DEPARTMENT OF FORESTRY FROM: Butte County Planning Division RE: Request for Comments on a Development Application: SiteCom for Metro PCS - Lisa Burke, MUP 02-03 DATE: July 27, 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 Minor Use Permit to place nine 5 -square foot panel antennas at the 110 foot level on an existing 120 foot tall lattice tower,Equipment cabinets will be placed inside an existing building on property zoned C.-2 (General Commercial) located On the west side of Silverbell Road,approximately 500 feet south of East Eaton Road at 3415 Silverbell Road, Chico, identified as APN 007-390-001. Supervisorial District No. 3. THIS ITEM HAS BEEN TENTATIVELY SCHEDULED FOR A HEARING BEFORE THE PLANNING MANAGER - ON September 12, 2001. COMMENTS, IF ANY, ARE REQUESTED BY NO LATER THAN August 10, 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: D ECEOWE JUL 3 1 2001 BUTTE COUNTY PLANNING DIVISION LAFC® BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES J U L 3 1 2001 PLANNING DIVISION Oroville, cwifomia TO: LAFCo FROM: Butte County Planning Division RE: Request for Comments on a Development Application: SiteCom for Metro PCS - Lisa Burke, MUP 02-03 DATE: July 27, 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 Minor Use Permit to place nine 5 -square foot panel antennas at the 110 foot level on an existing 120 foot tall lattice tower, Equipment cabinets will be placed inside an existing building on property .zoned C-2 (General Commercial) located On the west side of Silverbell Road, Tapproximately 500 feet south of East Eaton Road, at 3415 Silverbell Road, Chico, identified as APN 007-390-001. Supervisorial District No. a. THIS ITEM HAS BEEN TENTATIVELY SCHEDULED FOR A HEARING BEFORE THE PLANNING MANAGER - ON September 12, 2001. COMMENTS, IF ANY, ARE REQUESTED BY NO LATER THAN August 10, 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): Lo Date: 4 / / /0 D ECE_o_Wli7 A., BUTTE COUNTY • IW' BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PLANNING DIVISION TO: ALUC FROM: Butte County Planning Division RE: Request for Comments on a Development Application: SiteCom for Metro PCS - Lisa Burke, MUP 02-03 DATE: July 27, 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 Minor Use Permit to place nine 5 -square foot panel antennas at the 110 foot level on an existing 120 foot tall lattice tower, Equipment cabinets will be placed inside an existingbui_ldng on property zoned C-2 (General Commercial) located On the west side of Silverbell Road, approximately 500 feet south of East Eaton Road, at 3415 Silverbell Road, Chico, identified as APN 007-390-001. Supervisorial District No. a. THIS ITEM HAS BEEN TENTATIVELY SCHEDULED FOR A HEARING BEFORE THE PLANNING MANAGER - ON September 12, 2001. COMMENTS, IF ANY, ARE REQUESTED BY NO LATER THAN August 10, 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: 9YA'o Date: 4 • • BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PLANNING DIVISION TO: BUILDING MANAGER FROM: Butte County Planning Division RE: Request for Comments on a Development Application: SiteCom for Metro PCS - Lisa Burke, MUP 02-03 DATE: July 27, 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 Minor Use Permit to place nine 5 -square foot panel antennas at the 110 foot level on an existing 120 foot tall lattice tower, Equipment cabinets will be placed inside an existing building on property zoned C-2 (General Commercial) located On the west side of Silverbell Road, approximately 500 feet south of East Eaton Road, at 3415 Silverbell Road. Chico, identified as APN 007-390-001. Supervisorial District No. 3. THIS ITEM HAS BEEN TENTATIVELY SCHEDULED FOR A HEARING BEFORE THE PLANNING MANAGER - ON September 12, 2001. COMMENTS, IF ANY, ARE REQUESTED BY NO LATER THAN August 10, 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): ��Ic°ru tTs Ie�Q(,!/R-Cb . X20 v/n � pc,�n/s � G�cCur.>,4-7la�cls Poe,EPA-ecb-. sEAQED , V(PAJED BY 4 MUQrA1t4 UCFAJS6D ReP t Tou op, R :K l sT6r-C�-9 4tESREOP/ I EQuA61-1 Or I G 7NJEK WIN "DtTld of T&AI D EC EE WE AUG - 2 2001 BUTTE COUNTY PLANNING DIVISION • • BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PLANNING DIVISION TO: DEVELOPMENT SERVICES FROM: Butte County Planning Division RE: Request for Comments on a Development Application: SiteCom for Metro PCS - Lisa Burke, MUP 02-03 DATE: July 27, 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 Minor Use Permit to place nine 5 -square foot panel antennas at the 110 foot level on an exis 'ng 120 foot tall lattice tower, Equipment cabinets will be placed inside an existing building on property zoned C-2 (General Commercial) located On the west side of Silverbell Road, approximately 500 feet south of East Eaton Road, at 3415 Silverbell Road. Chico, identified as APN 007-390-001. Supervisorial District No. 3. THIS ITEM HAS BEEN TENTATIVELY SCHEDULED FOR A HEARING BEFORE THE PLANNING MANAGER - ON September 12, 2001. COMMENTS, IF ANY, ARE REQUESTED BY NO LATER THAN August 0, 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): cnvlronmentai mann OUL 3 0;2,001 BUTTE COUNTY Chico, CA DEPARTMENT OF DEVELOPMENT SERVICES PLANNING DIVISION ' 2 TO:ENVIRONMENTAL HEALTH '�-,.,;tout&/ fir FROM: Butte County Planning Division ode RE: Request for Comments on a Development Application: SiteCom for Metro PCS - Lisa Burke, MUP 02-03 DATE: July 27, 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 120 foot tall latticetower, E4u1pment cabLnets will be placed inside an existing building on property zoned C-2 (General Commercial) located On the west side of Silverbell Road, approximately00 feet south of East Eaton Road, at 3415 Silverbell Road, Chico, identified as APN 007-390-001. Supervisorial District No. I THIS ITEM HAS BEEN TENTATIVELY SCHEDULED FOR A HEARING BEFORE THE PLANNING MANAGER - ON September 12, 2001. COMMENTS, IF ANY, ARE REQUESTED BY NO LATER THAN August 10, 2001. no comments or communications are received by the above date, the assumption will be ma�hat your agency h -d no comment. COMMENTS (Attach additional pages if necessary): BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PLANNING DMSION TO: ALUC FROM: Butte County Planning Division RE: Request for Comments on a Development Application: SiteCom for Metro PCS - Lisa Burke, MUP 02-03 DATE: July 27, 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 Minor Use Permit to place nine 5 -square foot panel antennas at the 110 foot level on an existing 120 foot tall lattice tower, Equipment cabinets will be placed inside an existing building on property zoned C-2 (General Commercial) located On the west side of Silverbell Road, approximately 500 feet south of East Eaton Road, at 3415 Silverbell Road, Chico, identified as APN 007-390-001. Supervisorial District No. I THIS ITEM HAS BEEN TENTATIVELY SCHEDULED FOR A HEARING BEFORE THE PLANNING MANAGER - ON September 12, 2001. COMMENTS, IF ANY, ARE REQUESTED BY NO LATER THAN August 10, 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: Q, dA") Date: I J OJ Tl— D ECE0dE BUTTE COUNTY PLANNING DIVISION n� VIEW FROM SOUTH TO SITE Site Number: SAC -C21 -083B VIEW FROM WEST TO SITE Site Number: SAC -C21 -083B 0 VIEW FROM NORTH TO SITE Site Number: SAC -C21 -083B VIEW FROM EAST TO SITE Site Number: SAC -C21 -083B 07/13/01 Photosimulation of view looking west from Silverbell Road. :opyrighl 2001, Previsualists Inc., all rights reserved. Accuracy of this pholosimulation based upon information provided by project applicant. Questions? Call 1-8884-0"1-OblM. run.. r.,y.n. .. Ile r wK axis ting Omni and panel antennas = d a r� C� . 1C.� ,. trX' �� �•�� " Irl .iY, a7� e;� `� . ��% r_. I ._� � ••1l`ly�ty- ftp •'fir ":' .�� /� {-•it��t A. �,Y y:. t r'..4. I r \ • ri. .-r {k -e'�f ..� `31,. ` " "�.� i% �I rte fJ �%•�-.., ,r,� r} 4-... �` FS; � SC~+r `�F�tr �. '� A•. .. U. :•'^- . rr 1.. t , �,3r�' .� ��` L..-.rr-r�.s r, ; � � } `tom. it •mss :�-`,y's ¢� r �- � .i I� 5,; a, r. -•e\ ASR fI T^!• _�� 1 rt'. r ~ etr6 J 57Syl A 3415 SilveRChico, C SAC 2r' , 0 0 0 0 :opyrighl 2001, Previsualists Inc., all rights reserved. Accuracy of this pholosimulation based upon information provided by project applicant. Questions? Call 1-8884-0"1-OblM. run.. r.,y.n. 07/13/01 Photosimulation of view looking east, across Hwy 99 on the East Eaton Rd offramp. mc- 07/17/2001 13:55 FAX 206 621 5780 Kinkos,2nd&1Trkj=, Z002 M° i t ��a �• +�l he `'R �""�$t �, q '� � 4 Sh � of I F^}��. � V � � y • ' C" 1 Fz r !�'.� i � ���a •7'I:1V Z:�.4 � r. .1 :� ���� /7.'dill. •�. � mine Dim+u Ll. k IS C3 go, W6J�ia. v Rl-r Wireless Desip, Power Density Studies RF Safety Cotnpliance, Sitc Sweop AnalYsis TEL (S!10)624-9450 FAX (916;624-633-1 FNAIL arneiia'l1VUbell.acx DATE: July 17, 2001 TO: Ms. Lisa Burke RE; Power Density Study for cell site located on Esplanade and Hwy 99 in Chico, C21 -083A This proposed Metro PCS cell site is a collocation on a 120 feet monopole. Metro PCS will locate antennas at a radiation center of 110 feet, 'Verizon has antennas at a radiation center of 119 feet. A. paging company has antennas at 97 feet. A paging company has antennas at 79 feet. For the purpose of ties study, we have looked at the absolute maximum power densities for the fully configu!:ed tower. This .power density study takes into consideration the antennas for all carricrs. This study also assumes that the Metro PCS panel antennas will each transmit at the maximum allowable effective radiated power relative to dipole (ERP) of 100 Watts. Actual transmit EX? are typically below 100 W, but we want to deternilne the maximum power densities which would be found at the site. This study also assumes that thy: ERP of the paging company is 300 Watts, The American National Standards Institute (ANSI) and the Instituto of Electrical and Electronics Engineers (IEEE) have published a standard called ANSI/IEEE C95.1-1992 which sets recommended maximum power density levels for RF energy originating from communications sites and other sources. There are both controlled (occupational) and uncontrolled (public) environments. The: uncontrolled standard is,approximately five times as strict as the controlled standard, allowing for other sources of RF. The recommended level.,, are dependent on the frequency, which is being transmitted and they are for continuous exposure. The standard is more stringent for lower frequencies. For PCS base station transmitters frequencies, (1850 —1990 MIiz), the FCC's exposure limits for the public are 1,1300 microwatts per square centimeter (µWlcmZ), The table below shows the maximum power densities at various locations on the ground related to the fully configured site. The calculations were done assuming maximum power levels from each antenna to a point on the ground. This would not actually occur because the antennas would not all be aimed in the same direction. Page 1 of 2 C21 093A power density 71601 D ECC�oMC� JUL 2 0 2001 BUTTE COUNTY PLANNING DIvnSION 07/17/2001 13_58 FAX 208 82: 5790 _ Rinku-9nd&Union 16003 Maximum Power Density (µW/cm2): At the site 1 111.56 (µW/Cm 100 feet away from the site 45,69 W/em 1000 feet away from the site 8.03(1wcm ) 1 mile am from the site 0.2914 Wlczm2 ANSI standard J 1000 W/cm We have been cones-.rvative in our calculations. In conclusion, the maximum power density level at this cell site location would be no more than 111.56 (µw/ca Z), which is less than twelve percent of the uncontrolle-d standard. Sincerely, Angela Mejia RF Engineer Page 2 d2 C21 083,A ,power density 71601 06/27/2001 WED 12:58 FAX JUN,27'2001 13:13 0002/006 #5024 e.002/006 United States of America Federal Comwnnications Commission RADIO STATION AUTHORIZATION GWI PCS2, INC. 8144 WALNUT HILL LANE SUITE 600 DALLAS, TX 75231 Commercial Mobile Radio Services Personal Communications Service - Broadband Call Sign- KNLF558 Market; 8079 CHICO-0ROVILLE, CA Channel B,r,ek:C File Number: 00410-CW.L-96 .............................................................................................................................I.................... The ltcensee hereof is authorized,for the period indicated, to construct and operato radio transmitting faoiEties in accordance with the terms and conditions hereinafter described. This authorization is subject to the provisions of the Communications Act of 1934, as amended, subsequent Acts of Congress, international treaties and agreements to wbicb the United States is a signatory, and al.l pertinent rules and regulations of the Federal Communications Commission, contained in. the Title 47 of the U.S. Code of Federal Regulations. Initial Grant Date ... . . .. .. . . .. . . .... .. . January 27, 1997 Five-year Build Out Date . . ..... . . . ........ . January 27, 2002 Expiration Date . . . . .. . . . .. . ... . . . .. . . . . January 27, 2007 Pursuant to Section 309(h) of the Communications Act of 1934, as amended, (47 U.S,C. § 309(h)), thin license is subject to the following conditions: This license docs not vest in the licensee arty right to operate a station nor any right in the use of fzequencies beyond the terra thereof nor io my other manner than authorized. herein. Noither this ,license nor the right granted. thereunder shall be assigned or otherwise transferrod in violation of the Communications Act of 1934, as at ended (47 U.S.C. § ISI, et seq.). This lioense is subject in terms to the right of use or control confessed by Section 706 of the Communications Act of 1934, as amended (47 U.S.C. § 606). Conditions continued on Page 2. No waivers associated with this tnrt,nr7sn*;�� Issue Date: January 27, 1997 FCC Form 463E D EC EOE JUL 20 2001 BUTTE COUNTY PLANNING DIVISION Page 1 of 2 06/27/o) WED 10:32 ITX/RX NO 748Q1 v 06/27/2001 WED 12:58 FAX IZO03/006 • JUN.27'2001 13:13 • • #5024 P.003/006 KNLF558 GWI PCS2, INC. 00410 -CW -L-96 t Za CONDI'T'IONS: This authorization is subject to the condition that, in the event that system using tb.c same txequencios as granted herein are authorized in an adjacent foreign territory (Canada/United States), future coordination of any base station transmiaers within 72 km (45 miles) of the United States/Canada border shall be required to eliminate any harmful interference to operations in the adjacent foreign territory and to ensure continuance of equal access to the frequ@ncies by both countries. This authorizatioo is conditioned upon the full and timely payment of all monies due pursuant to scotions 1.2110 and 24.711 of the Commission's Rules and the terms of the Commission's installment plan as set forth in the Notc.and Security Agreement executed by the licensee. Failure to comply with this condition will result in the automatic cancellation of this authorization. n issue Date; January 27, 1997 FCC roan 463a Page 2 of 2 06/27/01 WED 10:32 [TX/RX NO 74801 06/27/2001 WED 12:59 FAX Q1004/006 1. JVN.2712001 13:13 • • #5024 P.004/006 UNITED STATES OF AMERICA File No: 60084 -CW -TC -97 FEDERAL COMMUNICATIONS COMMISSION WASHINGTON, D.C, =0864 CONSENT TO TRANSFER OF CONTROL OF CORPORA110N MOLDING COMMERCIAL RADIO STATION CONSTRUCTION PERMrf OR LICENGri Licensed: GWI PCS2, Inc. 8144 Walnut Mill Lane suite Soo Dallas TX 75231 From (Transferor): To (Transferee): General Wireless. Inc. GWI PCs ChiCO, Inc, I 8144 Walnut Hill Lane 8144 Walnut Mill Lane Suite 600 Sults 600 Dallas TX 76291 Dallas TX 75231 Class of Station: Nature of Service.; N/A BROADBAND PCS Call Slgn(s) n Various Locations to the 5tetel3l of Authorization Numoer(s1 KNLF568 13079C-Chico-Oroville, CA N/A Under aufll" of the Cats-Ami00b Am of 1934, the odirm of be FedcW Cotdmt®capdes Ceipi,mt is hoeby grvrtcd to the oast %or of coneol of the nbo" dmn'bed eerpw=an ft m The above ound vausfemr to 0e aboro tuadad em face ds of MB 78, 1997. the C--liaion's coma's to mid bm Ow of control ie based oo the rdproswtedoas me& by the tt mhrot and/or ewule=thm the atatc me m eomided to. or Matic id eomtutitm with, the appiiw2ida ate oue dad that Me tindcitalda® ofthe prudes VM Which dtit hltaita of coon, is sutharimd will be carried ont in good thldt. The actuej msfe* of controi orate aor"ffAieo, inchtdidg delivery of said aothorvatiod(s) to the ttahaferde, sbao be completed within do days aotn dte date hereof: arra satoe in lees ftmn theredfiblu fOrthwft be f amishod to the Cbatmission by me traosfcroc Ad-* w'hao Ow acro deoeeaary to give cCw to did trmsfor of coohol hdse barn amplete4 Vpod tbmiswal; the Coromissiod with tush wham hodde, traadcrce is suthmired Id bog(b the cvnaeuetion or opamlod of dlo sudoa in aocordadce wftb 4 Iontrs and eood6m ort vo a+tOtoriattiwt(s), This ooAwot shad dol mmgrisd the oonsttaedt n no, opetnlion of said station by Ott whrse oalws such ncrewion had born krwvuod to the Comrniso m. h is hereby directed that thls wtilen% wheo eQeeetye, he ASUNd to the abt»oasmcd aoWrado0. posted as mildsed by the Oorttmisson's Aides and Ragulatierts FEDERAL pp+ COMMUNICATIONS DATE OF ISSUE: 031112/97 COMMISSION FCC Form 7Z7•C April 1979 06/27/01 WFD 1.0:32 [TX/RX NO 74801 Site: HWY 99 & EATON Site ID; SAC -CIS -083B AUTHORIZATION The undersigned is the "Owner" of the tower located at 3415 Silverbell Road. #8, Chico, CA 95973 ("Tower"), and hereby authorizes, consents, and agrees with GWI PCS Cali fornia/Florida, a Delaware corporation, d/b/a MetroPCS, as follows: End Tower Owner consents and agrees that GWI PCS Califurnia/Florida, a Dclawmc corporation, d/b/a Mctrol'C S, a Florida Corporation, its employees, agents, and independent contractors ("Authurized Parties") may enter upon the Property and cntcr inlu lcascd premises to conduct and perform Some of all of the following .activities ("Permitted Activities"): surveys, radio propagation studies, and such other tests and inspections of the Property which � GWI PCIS Cali fornia/Florida, a Delaware wrporalion may dccm necessary or advisable. GWI.1'CS CalifornWlIorida, a Delaware corporation agrees to be responsible, for any and all costs related to the Permitted Activities, including installation on and operation and removal of equipment on the Property_ 2. Filings. Tower Owner consents and u6rws that the Authorized Parties may make and file applications on Tower Owner's behalf of such local, state, and federal governmental entities whose approval GWI PCS Cull forlua/lalorida, a Delaware corporation, d/li/a MetroPCS, a Florida Corporation may consider necessary or advisable to have the Property approved w an antenna site, including, but not limited to, governmental approval for building permits. Tower Owncr hereby agrees that a copy of' this Agreement is as effective as the original. However, if requested by the Authorized Parties, Tower Owner agrees to execute such other and further documents as may be required by the governmental entity in question to evidence Tower Owner's consent to the action which is BY, G1NI/�S Date: Property Address: 3415 Silverbell Rd. 48 Chico, CA 95973 GWI PCS California/Florida, � a Delaware corporation, d/b/a MetroPCS: , . ' .,�`// ; .... Date: ECEOV L5 D Jul. 2 0 2001 z 0 PLANNING DtIVIS10N WI -4 0 T= T T T e-6Z-Nnr Lucent T-t:hnologies Search Area Tease Form �- Metro PCS ChicoYulod 100'3 -Sector Site Name: G 9y Latitude: 39.76279 Site Number: _ezLongitude: -121.86664 oK 5ti daroensicie ctC,, Balboa Ct e GcaaaSp� eGaa�° �a�G\a\ Gt sC, e � G��a<<° C ld� �a p Jt°r era oo�d o �O^ t t� G ^ ' \p4 M69"? ga�a�a� p` o�aJe 0-> is 1-0 aGt 6daC \Gt Gd�pc O O^ C^ C, f ae dy° dis ° nor . Gt voce A°o ds d c� f t. sed^ 9is sd,. Cf �0 16, �N d e e, o�eGt G• 6°G Q� °C' dsoi G� 'e°� Cf �ya� deo o�P° C'f c O� SoF yea \Gt ,e \� Pie oa m p ��e StaP eG sSe� G `yt`a 5°a� a� o zV a I Gt o �y t �aA Cfe�� an Jose St . Q,e 9i6d . � 1011 \\\,P Bell `S s ay5 ode\ � Np G°a� t Cf eQt C ° o cD id�d Gs� Odd oP,e aGo6 �6 C: a�ap'� � o^s< 0 to ocor ss� D Q e Eugene Ave Qc Set a�e� a°t�a��P �P a o d l �f o �o� C, Coh '' Sao �\SS� � y°hds �. � � s� 1 Address: Esplande, E Lassen Ave/E Shasta Ave Rad Center Height (ft): 100 Search Radius (mi): 0.25 Coverage St Hwy 99, Partridge HS, Chico Mem Hosp., Surroun Objective: Notes: Prep By: LTY Lucent Technologies PROPRIETARY 1 fail PILi'. uant to ( ninnam t; hivirz;rtion.c D E C 'E0WE JUL . 2 0 M01 BUTTE COUNTY PLANNING DIVISION MetroPCS. SITE NAME: ESPLANADE & HWY 99 SITE NUMBER: SAC -C21 -083B PROJECT DESCRIPTION: CO -LOCATE ON EXISTING 120' HIGH LATTICE TOWER • Architectural' Construction -Em ironmental -Facilities -Telecommunications -M IN Dr JUL 2 0 2001 BUTTE COUNTY PLANNING DIVISION 'i INC GENERAL mFpiNATfO1 ' THE PROPT9ED PROJECT NCLUDE6 N5T4LLAn0N CF NEW META! FCB PANEL ANTENNAS MOUNTED ON AN EXISTING w HGH 6ELP SIPPORfBYa LATTICE TOIER (9 SECTORS, 3 ANTENNAS P SECTOR • 9 TOTAL ANTENNAS COVERdY O'. G0', 0 2ND' AZIMUTHS) ALL EXBTRIG COMM7NICATIONS TO REMAN. EXISTING ATC LATTICE TONER HEIGHT. D0'-0' GROU • POSED ANTENNA RAD CENTERS. I10•-0' aTN H6 R. tunMS.>o IT nm6'�p[APMdOnA MUIM AREA 6 N(]U CCNBTAJCTICW 0300 SCL Fi. � (w11m 01 PROJECT WFOIiHATIGN SITE NAPE, ESPLANADE I WMT. 99 SITE LOCATION, 316 SILYEF9ELL RD. CHICO. CA WrIS PATA'SLI o01-339-001 JOL5DICTIOB SUITE COUNTY -MN C4 PRLFETY DINER JON P. REH(LNU G97 AVT3EC8 LANE SAV JOSE CA tsw SIE CONTACr. BRIAN THOMAS PHONE, 19'6)166-7040 BUTTE COUNTY WILDRYI CODES. 1991 INMPOAM WILDNG COTe 1959 NATIONAL ELK CODE FRGECT GIREGTaNr SITECC M W - Mb 30th STREET, &LITE 403 SACRAMENTO, CA. 89616 (916) 694-3700 CONTACT, LISA BURIN SITECOM W- 125 30th STREET, SUITE 403 SACRAMENTO CA 99616 (916) 554-3700 CONTACT, ANDERE KOVOTNt' �a RM GROUP INC, 7944 N "Ut STREET, &)ITE' 80 PHOENIX AZ 86018 (607)711-1811 CONTACT. MICHAEL T. FRIER, AIA IAYP,@mm HIRSCW 4 COMPANY CON5ULTM ENGINEERS 3390 CAMNO DEL RO NO- GTE 309 DRAWINGS T -I TITLE SWEET AND PROJECT RPORIATON C-1 PLOT PLAN AND SITE TOPoGRAPHT A -I REFERENCE SITE RNR ENLARGED PLAN 4 EQUIPMENT PAD DETAIL A-7 VEST ELEVATION 4 ANTENNA LAYOUT VCMNT'NAP s a .D 10 SIT �� H MetroPCS nMwesrn®r, RRRI)4l 9At9A16ilIO,U9R 14 , ICO -LOCATE ON EXISTING 110' NIGH LATTICE TOWER eRe ESPLANADE N I-IWY. 99 3415 SILVERHELL RD. CNICO, CA 95973 ORF MABIX SAC -C11-0830 TITLE SHEET AND PROJECT INFORMATION T-1 . 3GRAVEL TREES 38.0'ACL 4 ® C\ T n� y R=940.00' L L=176.41 L p=10.4509' Q0 In S.W. COR LOT 1 SQ�PV` P 'm O 11 EXI ,1 111 GA' 7y� 1 .�4 !: GRAVEL 93_02'42--N'- __304.17' 178 39 �• EXISTING BUILDING 15.0 AGL 76 29 42 ti 178 52 Or 1'J 5sk "01 SUED !Z �`r'/•"'EXISTING BUILDING 15.0' AGL XISTI CENTER o LATITUDE' F ENORTH J9' 6E26.44"LONGI ELEVATIOE.N: WES76.7 (IAVD 8I�.ST' /,/' %;ON',NNLL 4,7 ELEVATION: 176.7 NAVD 88 .% CONDUIT 287.72 PROPOSED LEASE AREAE%ISfING }0 E CLEANOUT 176 EXCEPTION ITEMS PER TITLE REPORT (5; { 1 ml, EP JOHN P. REHKLAU, A MARRIED MAN, AS HIS SOLE AND SEPERATE PROPERTY; AND 6 /-� 1C•"'1 EXEMPTION DESCRIPTION REC. DATE RECORDING INFORMATION 176.51 WOMAN. AS HER SOLE AND SEPERATE I PROPERTY TAXES - - LEGAL DESCRIPTION PER TITLE REPORT. NON-PLOTTABr E (NP) 2 SUPPLEMENTAL TAXES - - NP N 3 NO RIGHTS OF ACCESS 4 WAIVER 07/20/961 06/04/1964 BK. BX. 1127, PC. 598 1317, PC. 488 NP NP oa•a'Srse' 5 EASEMENTS AND SETBACKS 6 COVENANTS,CONDITIONS AND RESTRICTIONS 04/09/1980 05/30/980 BX. BX. 72, PG. 44 &6 2518, PG. 689 SHOWN NP 7 WATER RIGHTS 06/2 /1980 BK. 2526, PC. 318 NP 8 AGRICULTURE STATEMENT 10/08/1984 BK. 2995, PC. 391 NP 9 DEED OF TRUST 07/25/1996 INST. 96-27861 NP 176 CENTER OF PROPOSED ANTENNA CLUSTER LATITUDE NORTH 39'4626.44" LONGITUDE: WEST 111'52'17.52" .0 63 N 2407942.44 E 6597775.99 ELEVATION: 176.7 (NAVD 88) THE HORIZONTAL ACCURACY OF THE LATITUDE AND LONGITUDE AT THE CENTER OF TOWER LOCATION FALLS WITHIN FIFTY (50) FEET. THE VERTICAL ACCURACT OF THE ELEVATION AT THE CENTER OF TOWER LOCATION FALLS WITHIN TWENTY (20) FEET DATE OF SURVEY. 05/18/01 BASIS OF BEARINGS THE BASIS OF HORIZONTAL CONTROL FOR THIS SURVEY IS THE NORTH AMERICAN DATUM OF 1983. PLANE COORDINATES . BEARINGS AND DISTANCES SHOWN HEREON ARE IN TERMS Of THE CALIFORNIA STATE PLANE COORDINATE SYSTEM OF 198J. ZONE 2. TITLE REPORT IDENTIFICATION: FIDELITY NATIONAL TITLE COMPANY TITLE REPORT NO. 403558 DATED 04/19/01 ASSESSORS IDENTIFICATION: M \1719.9 APN 007-390-001 (5; { 1 ml, EP JOHN P. REHKLAU, A MARRIED MAN, AS HIS SOLE AND SEPERATE PROPERTY; AND 6 m�mrr �l AND REBECCA J. WOLFS, A MARRIED 176.51 WOMAN. AS HER SOLE AND SEPERATE PROPERTY. LEGAL DESCRIPTION PER TITLE REPORT. •176.6 CENTER OF PROPOSED ANTENNA CLUSTER LATITUDE NORTH 39'4626.44" LONGITUDE: WEST 111'52'17.52" .0 63 N 2407942.44 E 6597775.99 ELEVATION: 176.7 (NAVD 88) THE HORIZONTAL ACCURACY OF THE LATITUDE AND LONGITUDE AT THE CENTER OF TOWER LOCATION FALLS WITHIN FIFTY (50) FEET. THE VERTICAL ACCURACT OF THE ELEVATION AT THE CENTER OF TOWER LOCATION FALLS WITHIN TWENTY (20) FEET DATE OF SURVEY. 05/18/01 BASIS OF BEARINGS THE BASIS OF HORIZONTAL CONTROL FOR THIS SURVEY IS THE NORTH AMERICAN DATUM OF 1983. PLANE COORDINATES . BEARINGS AND DISTANCES SHOWN HEREON ARE IN TERMS Of THE CALIFORNIA STATE PLANE COORDINATE SYSTEM OF 198J. ZONE 2. TITLE REPORT IDENTIFICATION: FIDELITY NATIONAL TITLE COMPANY TITLE REPORT NO. 403558 DATED 04/19/01 ASSESSORS IDENTIFICATION: M \1719.9 APN 007-390-001 CA METER OWNER: LECTRIC METER 7.0' AGL JOHN P. REHKLAU, A MARRIED MAN, AS HIS SOLE AND SEPERATE PROPERTY; AND 25' AGL LESLIE REHLKAU, A MARRIED MAN AS HIS SOLE AND SEPERATED PROPERTY; AND REBECCA J. WOLFS, A MARRIED WOMAN. AS HER SOLE AND SEPERATE PROPERTY. LEGAL DESCRIPTION PER TITLE REPORT. LOT 1 AS SHOWN ON THAT CERTIAN MAP ENTITLED " E WOOD SUBDIVISION", FILED IN THE OFFICE Of 7H£ 4:Sj9•� N COUNTY RECORDER OF BUTTE COUNTY, CALIFORNIA, APRIL 7500 9, 1980, IN BOOK 72 OF MAPS, PAGES 44 AND 45. z` o yoo • w ° '•�'• LEGAL DESCRIPTION LEASE BOUNDARY. • 'g O U \ 00 "1 m A PORTION OF L07 1 AS SHOWN ON THAT CERTIAN MAP ' 75�p.•� W ENTITLED ' WOODSIDE SUBDIVISION", FILED INTHE �• STA 56 U9 CALIFORNIA,OFFICE OF T APRIL HE 09. 1980. INUNTY OBOOK ER F72U OF MAPS, COUNTY, PAGES 44 AND 45, DESCRIBED AS FOLLOWS. BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT I; THENCE EASTERLY ALONG THE SOUTHERLY LINE THEREOF, 18.961;•,•30" E NORTH 74'57'38• EAST, 18.98 FEET: THENCE LEAVING 14 JA5 SAID SOUTHERLY LINE, NORTH 15'0351' WEST, 10.03 FEET TO THE TRUE POINT OF BEGINNING; THENCE S.W. COR CONTINUING NORTH 15'03'51' WEST, 20.00 FEET; THENCE LOT 1 NORTH 74'56'09' EAST, 15.00 FEET; THENCE SOUTH 15.03'51' EAST, 20.00 FEET; THENCE SOUTH 74.56'09' LEASE AREA DETAIL WEST. 13.00 FEET TO THE TRUE POINT Of BEGINNING. SCALE: i'=10' LEASE BOUNDARY CONTAINS 300.00 SOUARE FEET OR 0.0069 ACRES MORE OR LESS. F ECE0WE 0 20' 40' 60' in J U L 2 f20010 SC>,E: I 20 BUTTE COUNTY PLANNING DIVISION METRO P.C.S. 725 SDIh St S.H. 203 Sxrm _. CA 95M6 COHTACI: ANNETM NMTNT PH: (916) 708-6240 FAY: (916) 534-3791 HIRSCH &. COMPANY CONSLILTTNO ENGINEERS 1/60 CA1�0 m IEJ OA" OIG M 4MP X00. ^-• 9alea•oa REV1SInN H0. OESCRIPIION RY DATE PREUUINARY .IT 5/21/01 FINAL {L 5/2y01 SITE NUMBER: SAC -C21 -083B SITE NAME: ESPLANADE &I HWY. 99 SITE ADDhESS: 3415 SILVERSELI RD. CHICO, CA 95973 BUTTE CI'UNTY STAMP HERE: 9RAwN er: a„r CHCC[m [R: JAr OATS 9RA•All: G5/07/91 SCII JOB N9: X01.9]2-SCON901 SHEEP TR L SITE SURVEY sXEET NUN9ER: REV. / C-1 1 t nlcRo-caa. eanmerrt au�w rowren TO I¢w Rnum wuTwr R raxu mr-_.Ir+gwr r�arrcw•1 r+ew :s•.xeu• ret.co rw+¢ as oa(e�e uueTsn e1.vPORre IIDU TELCO,S'C.ICR PEDEGTdL— /, ENLARQED r.m•e Raew p.y �—MVS noD.f2LL carte �\ EQUIPMENT PAD DETAIL 9 9 �1 REFERENCE SITE PLAN �® _ r . m•.m• Rz� rJUEE0VE L •2 0 2001 BUTTE COUNTY PLANNING DIVISION FiI GROUP INC �.,%mTn«msr.wmnlm w�X •%nAHA %M IA;''M-4 f e!n MetroPCS s rc>m 9A—mo .GOR�6 — (OI�LF\91 V.0 CO -LOCATE ON EXISTING 120' HIGH LATTICE TOWER .na ESPLANADE ! HWY. 99 3415 SILVERBELL RD. CHICO, CA 95913 „� SAC -C11 -083P. ImwT-a-I euamnor� umTme REFERENCE SITE PLAN, ENLARGED PLAN EGUIFMENT PAD DETAIL A-1 9 0 .n,r. xavan aavurw euaen ro ewar� Poovo a oorvrira,ia+<rP�.x /� ANTENNA LAYOUT ®� axm vi• . r•m• enrmr ePRVPOG®fSifG�fCG PbeL �rrt0N61 ra avmras rers eeerors � eEerovs, • e rorx anmaue roxrma m•. um•.. x�e• :xo-urw) WEST ELEVATION D c E O v E axe• w• • rvm• J U L 2 0 2001 1 BUTTE COUNTY PLANNING DIVISION I GROU INC n« nnini wn m. vire, iso nnm a•eenoxe nn lID: (6M)277-­ W4­ 9 vm4m Metro.�irTPCS �>�„I�r� 9AQMmYIO,GVAl6 TIi: (OIw)ff4lM) Yni: plf))i.im1 I VIWpEetlOPlM)N: GO -LOCATE ON EXISTING 12BR0' HIGH LATTICE TOWER ESPLANADE t NUM 99 3415 SILVERBELL RD. CNICO, CA 95973 enexwew SAG -C21 -083B w mmr ne wue meas,..., u,e evmw )w er va ume,vener. rr eev, oeunvrmn s.re arEir,rr)e WEST ELEVATION i ANT€NNA LAYOUT mEErw. A-2 Lucent Technologies BeII Lab's -innovations THE FLEXENT'" WIRELESS NETWORK ...................................................................................... ..... I .................................................................. The Solution to Reliable, High -Capacity Urban Coverage N D ECEOVE 0 2001 C - I - Jul1 0 BUTTE COUNTY PLANNING DIVISION .-The Fiexent�"CD_ m c d" lar- M The Solution to Reliable, High -Capacity Urban Coverage N D ECEOVE 0 2001 C - I - Jul1 0 BUTTE COUNTY PLANNING DIVISION ___..._The FlexentTM CDMA►_%!lodular_Cell___�_-�.---�_�� .- -- Maximum Expandable Capacity for High -Traffic Environments The Flexent CDMA Modular Cell is Lucent's primary indoor/outdoor base station for CDMA.This revolutionary product offers both high capacity and excellent reliability. It is especially beneficial for both cellular and PCS providers who want coverage in urban and suburban high -traffic environments now as well as the ability to expand for future growth. For International and new PCS providers, the CDMA Modular Cell answers the need for cost-effective per -subscriber market entry as well as build -out of high-capacity coverage. It eliminates holes and RF trouble spots and reduces life cycle costs in networks that need high capacity applications. Maximum Channel Elements in a Small Space The Flexent CDMA Modular Cell Primary Cabinet The CDMA Modular Cell meets the need for compacting maximum channel elements into the smallest footprint Innovations from Bell Labs have consolidated many functions into fewer circuit boards to give you three carriers in one cabinet.The result is a smaller cell site footprint which not only lowers the cost of Flexent Modular Cell base stations, it also reduces real estate costs.This lets you improve your pricing and performance and sustain profitability. Expandable Capacity Made Easy Each CDMA Modular Cell allows large multi -carrier configurations with I to I I carriers (I to 9 Cellular, I to I I PCS). In addition, the Modular Cell gives you flexibility to grow your system by adding cabinets in a modular fashion as your network capacity needs increase. Primary Cabinet shown with Growth Frames A Service Provider's Greatest Infrastructure Investment The CDMA Modular Cell gives service providers a cost-effective and graceful migration to 3G -3X (SMHz). By migrating control hardware to software applications utilizing the Flexent Applications Processor Cluster (APC), this digital base station is an economical solution for the evolution of existing wireless architecture. It can interact with traditional LucentAUTOPLEX® System 1000 wireless cell sites such as the Series II, thereby expanding the life of your existing system. It will also interact with other Flexent base station products that may be offered in the future. "'I'm in a fast growing market ani need to accommodate future capacity needs. How important is the Me ma CDMA Modular Cell for ray system?" We believe it is essential to your future success.This revolu-ionary/ev7l.itionary product provides high reliability and rthe ability to offer high-capacity, digital CDMA wireless price and data services that will be the cornerstone of future growth. The Modular Cell accommodates many channel elements: up to 3(30 FEr cabinet.And it can fit :Free cabinets in a single modular shell. It also allowslarge multi -carrier corfFurations (I to I I PC -S, I to 9 Cellular carriers) and minimizes the number of antennas necessary to transmit. international service provider. How will the Flexent CDMA Modular Cell work in my area?" The Modular Cell provides features required for internatioral providers.These include: EI inteces; country -specific. filters; a -48 Volt Power Convert unit;•an urinterrupt�l a Power Supply for various international power interfaces;•and a primary distribution cF-binet with appropriate panel interfaces and circuit breakers. .7 Equipment Options for the CDMA Modular Cell Technician Convenience Lights No more holding flashlights in a technician's mouth! Two optional convenience lights allow a technician to have bright light when performing maintenance and installation procedures. Located one on the top and another on the bottom (see below) of the cabinet, these flexible lights are ideal for outdoor/indoor nighttime operations. 10 Volt External Outlet and Bottom Convenience Light This convenient electrical outlet allows technicians to plug up to two, three -prong I I OV electrical devices into the Modular Cell. This is ideal for test equipment and other devices. (NOTE: Available in limited countries, please check with your Account Executive for availability.) Exterior Solar Reflector The exterior solar reflector mounted on top of the Modular Cell cabinet allows for increased higher temperature ranges in harsh solar environments. The exterior solar reflector allows the Modular Cell to operate in temperature environments up to +52C. Antenna Connectors on the Rear of Cabinet The new "flow through" design of the Modular Cell allows for antenna connections to be at the top/rear of the primary cabinet.This allows for better connections to the antenna system, creating a better environment for protection from flooding and water damage, and for rodent control. Enhanced Network Scalability and Flexibility Service providers requiring capacity flexibility in seasonal resort locations, or for special events, can quickly and economically scale capacity as needed with cadsy�„�.Per:.ca=erwbasic rfillY+iI,MY/1UrYi W�Ii7ii�111WMrYiYliii'�Yi AP 007-390-001 SiteCom for Metro M U P 02-03 KNO c Project Location 700 0 700 1400 2100 2800 3500 4200 Feet BUTTE COUNTY DEVELOPME. NY REVIEW COMMITTEE Applicant; S teCom for Metro PCS, Inc. Owner: John P. Rehklau Hearing Date: Existing Ziwie: C-2 (General Commercial) N, Supervisorial _ Request: Minoc Use Permit to place nine 5 -squat .- fL panel entemas at the -110 foot level on an existing 120 foot tall District #3 lattice tower. Equipment cabinets will beplaced inside an-xisfmg building Assessor Parcel NO: 007-390-001 Fite:MUP 02-03 LEAD IN SHEET • MIRAWIF121 1 11 ' 1 11 APPLICANT: SiteCom for Metro PCS - Lisa. Burke • ' w 1 1 ' io- 1 m REPRESENTA' MEQUEST: Minor Use Permit to place nine 5 -square foot panel antennas at the I 10 foot level •1 :1 - 1' 1 •• •. ! i-pacent cabinetswill be placed inside:1 exist1' •ad -i -re. LOCATION: On the west side of Silverbell Road, approximat6ly 500 feet south of East Eato 1 : • . • • " : • . 1 1 • SUPERVISORAL DISTRICT #3 EXISTING ZONING: C-2 (Community Commercial) ZONING HISTORY: SURROUNDING ZONING: SURROUNDING LAND USE: SITE HISTORY: GENERAL PLAN DESIGNATION: Commercial APPLICABLE REGULATIONS: COMAMNT DISTRIBUTION LIST APPLICATION: DATE: County Offices and Cities: _ Chief Administrative Officer X_ Develop. Services Director X_ Public Works Director _X_ Environmental Health X_ Assessor Building Manager Sheriff _ BCAG ALUC _X_ LAFCo _ Air Quality Mgmt. ! ` Butte Co. Farm Bureau. Biggs _ Gridley Chico Oroville _ Paradise _ Chico Airport Commission Animal Control Irrigation District: _ Butte Water _ Biggs/W. Gridley Water _ Durham Irrigation OWID _ Paradise Irrigation _ Richvale Irrigation Table Mountain Irrigation _ Thermalito Irrigation _ Other Domestic Water Butte Water District _ California Water Service Co. Del Oro Water Co. OWID _ _ Thermalito Irrigation District _ Other Sewer , Butte Water District _ Themalito Irrigation _ Sterling City Sewer Main _ Skansen Subdivision (CSA 21) _ L.O.A. PUD Fire Protection _X_ California Department of Forestry _ El Medio Fire Protection District Recreation Districts Chico Area Recreation _ Durham Area Recreation _ Feather River Rec. & Park _ Paradise Recreation & Park _ Richvale Recreation & Parks Utilities PG&E North - Chico _ Chambers Cable TV Pacific Bell PG&E South - Oroville _ _ Viacom Cable TV State Agencies CalTrans (Traffic) _ 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 _ ff Oof 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.] Council _ Paradise Pines Com. Assoc. _ Reclamation _ Cal Native Plant Society _ Butte Co. Mining Committee _ Forest Ranch Community Assoc. Butte Ck. Watershed Conservancy School Districts PROJECT DESCRIPTION/JUSTIFICATION STATEMENT METRO PCS SITE - SAC -C21-083 APN# 007-390-001 Project Description In order to provide personal communications services to the County of Butte and surrounding area, Metro PCS, respectfully requests approval of its application for a Minor Use Permit to construct and operate a personal communication service (PCS) system facility at the property known as 3415 Silverbell Road, Chico, California. The facility will be comprised of nine (9) antennas mounted at 110 feet on an existing 120' monopole. A concrete pad with up to 7 equipment cabinets plus power and telco will be located kneide &.— he equipment cabinets are each M15,W11,U4,R � approximately 30" x 40" x 72" high. Backeround Metro PCS, Inc. is a privately held telecommunications service provider that has been authorized by the Federal Communications Commission to provide Personal Communication Services (PCS) in the Butte County area. The Company plans to implement an innovative and affordable pricing structure to capitalize on wireless customers' sensitivity to price. The Company believes that a substantial market opportunity exists to essentially eliminate the pricing gap between existing heavy usage cellular airtime and wire line telephone rates. Relative to current wireless service packages, Metro PCS expects to offer service packages that include large blocks of minutes consisting of anytime airtime at significantly lower effective prices per minute. Justification Statement Metro PCS is requesting a Minor Use Permit to add antennas to an unmanned telecommunications facility located at 3415 Silverbell Road. The entitlement is requested in accordance with the guidelines set forth in the zoning code regarding wireless communication facilities. The proposed antenna panels will be co -located on an existing tower; will be attached below the topmost existing antenna array; and will blend in visually to the tower. Svstem Benefits Metro PCS's telecommunications facility will provide Personal Communication Services to the residents of the Butte area. This service will be offered to local police, fire, and public safety entities as well as to the local businesses and the general public. The proposed site located at 3415 Silverbell Road in the County of Butte is part of a network that will cover Northern California. Metro PCS's goal is to provide service to the Butte County area in the fall of 2001. Environmental Impacts The Metro PCS communication facility will result in no significant impacts to the environment or the area in which it is located. The unmanned facility (visited on an average of twice per month for routine maintenance purposes) will not be lit, nor emit noise or glare and will not interfere with television or radio reception. The subject site will be such that the location, size, design, and operating characteristics of the proposed facility will be compatible with and will not adversely affect the livability or appropriate development of adjacent parcels and the surrounding area. Therefore, the proposed site will have no adverse impact upon the existing land use. D ECEOME JUL 2 0 2001 BUTTE COUNTY PLANNING DIVISION •c O Power Density A power density study has been prepared for this site and it includes the existing antennas and the proposed antennas. The study shows that the proposed facility will operate at 12% of the Federal Safety Standard. Metro PCS will use one channel for the Butte County area initially. They are capable of eleven channels but these will not be used until usage increases to a level necessitating the use of additional channels. Lats and Lones The lats and longs for this site are as follows: Latitude North 39 46'26.44" Longitude West 121052'17.52" Nad 83 Alternative Site Selection Metro PCS is initially building our there network by collocating antennas on existing structures whenever possible. By collocating on this monopole it prevents Metro PCS from having to construct a new monopole/tower. 0 • BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PLANNING DIVISION TO: FROM: Butte County Planning Division RE: Request for Comments on a Development Application: SiteCom for Metro PCS - Lisa Burke, MUP 02-03 DATE: July 27, 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 Minor Use Permit to place nine 5 -square foot panel antennas at the 110 foot level on an existing 120 foot tall lattice tower, Equipment cabinets will be placed inside an existing building on property zoned C-2 (General Commercial) located On the west side of Silverbell Road, approximately 500 feet south of East Eaton Road, at 3415 Silverbell Road, Chico, identified as APN 007-390-001. Supervisorial District No. 3. THIS ITEM HAS BEEN TENTATIVELY SCHEDULED FOR A HEARING BEFORE THE PLANNING MANAGER - ON September 12, 2001. COMMENTS, IF ANY, ARE REQUESTED BY NO LATER THAN August 10. 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: h ►q 01 14b4Z 41100 33o.0c LISA E. BURKE z oo DAVID M. BURKE SG -7626/3211 DD4 1021 LOS MOUNDS WAY SC1'e C-0 vv% ridv DATE RECEIPT NO. TOTAL RECEIVED PUBLIC WORKS LAFCO PLANNING PUBLIC SALES ENV. HEALTH FIRE NOE/NOD F/G FEE OTHER APPLICANT RECEIVED FROM RECEIPT 19692 OFFICIAL RECEIPT COUNTY OF BUTTE STATE OF CALIFORNIA OFFICE OF PLANNING ISSUED BY ;1"._t1A•{,s� Z'� S }_77>+.. Z�''�.i•. t,,.zt y.•/k� j.�`�; YMETRO=PCSINC. _;> ��' .�' �'�:sx=-, .I,,. THE CHASE MANHATTAN BANK', +� . 8144 WALNUT.HILL"L'ANE, STE. 800 ~' DALLAS, Tx 75201 ' .I DALLAS, TX 75231.' 32-115/1110 5683 5683 . Memo: SAC -C21 -084A - CUP App. • m DATE AMOUNT Jun 21, 2001 fMf-f-*/fINNf*****$ 22.O0 PAY Four Hundred Twenty -Two and 0/100 Dollars 8 ORDER OF. Butte Co. 7 County -Drive` i Oroville, CA 95965-3397 t r AUFHORIZED SI RE 11000 S68 30 11 L L00 L L SO4 11'08806 30 2 7 861)' I ri lq� o 1g1og3 ZD 20.00 LISA E. BURKE z 39r6 DAVID M. BURKE SG -7626/3211 DD4 1021 LOS MOUNDS WAY S�Jk'tcovh ridv PAY TO THEAc , � I c �A �/ 1 $ -co ORDER OF �( - on ke_ DATE RECEIPT TOTAL PUBLIC LAFCO PLANNING PUBLIC ENV. FIRE NOE/NOD F/G FEE OTHER APPLICANT RECEIVED FROM NO. RECEIVED WORKS SALES HEALTH OFFICIAL RECEIPT COUNTY OF BUTTE STATE OF CALIFORNIA OFFICE OF PLANNING _ _ ,. � . —. , RECEIPT 196 9 3 ISSUED BY Ub 0 C] • 0 .�p' MIM 17 ; LISA E. BURKE z 39r6 DAVID M. BURKE SG -7626/3211 DD4 1021 LOS MOUNDS WAY SACRAMENTO, CA 95864 Date PAY TO THEAc , � I c �A �/ 1 $ �_0 D ORDER OF �( - on LUMull. Won 1109 O STREET P.O. BOX 15999 SACRAMENTO, CA 95952.1999 FOR CHECK VERIFICATION CALL (918) 444-2288 For NP -1:3 2 LOS 26 006448998011' 39&r. oluwwosaw. California's LeadingCredit Union" �..... 0 C] • 0 Metropcs SITE NAME: ESPLANADE & HWY 99 SITE NUMBER: SAC -C21 -083B eaolFa oescuivrioH: CO -LOCATE ON EXISTING 120'HIGH LATTICE TOWER I 'c ® Architectural' Construction -Environmental' Faci lities -Telecommunications pCCEHE JUL 20 2001 BUTTE COUNTY PLANNING DIVISION • GENERAL INFORMATION THE PROPOSED PROJECT INCLUDES IN5TALLATION OF NEW T-1 r^ METRO FC5 PANEL ANTENNAS MOUNTED ON AN E/15TING 120' HIGH SELF SUPPORTING LATTICE TOWER 13 SECTORS, 3 :y ' .ANTENNAS PER SECTOR, - 9 TOTAL ANTENNA.5 COVERING O', 120', 4 240' AZIMUTH5) ALL ELISTING COMMUNICATIO1,15 -' r' TO REMAIN.4 ' • E/15TING ATC LATTICE TOWER HEIGHT: 120'-0' GL\®'lJ P INC fL • PROPOSED ANTENNA RAD CENTERS: I10'•O' 29" NORTH 44th ST. SUTRi8150 PHOENIX, ARIZONA 85018 • AREA OF NEW CONSTRUCTION: :300$0. FT. TEL: (602)277-7877 - PAX: (602)277-8288 - PROJECT INFORMATION SITE NAME: ESPLANADE 4 HWY. Se 517E LOCATION: 3415 511_,/ERBELL RD. CHICO, CA 95913 , PARCEL': 001-390•-Cti; l JURISDICTION: BUTTE COUNTY ZGINING: C-? PROPERTY OMER: JOHN P. REHKL.AU 1292 ANTWERP LANE 5AN JO5E, CA 95115 s MetroPCS 517E CONTACT: BRIAN THOMAS PHONE: (916) 156-2040 725 30N STREET, SUITE 203 SACRAMENTO, CA 95816 (916) 554-3200 BUTTE COUNTY PAX: (916) 5543201 FAX: BUILDING CODES: 1994 UNIFORM BUILDING CODE 1993 NATIONAL ELEC. CODE k PROJECT DIRECTORY PROJECT DESCRIPTION: � ZONING MANAGER CO -LOCATE ON EXISTING INC. 51T125 COM30th 120' HIOH LATTICE TOWER 30th 125 STREET, SUITE 1203 54CRAMENTO, CA 95816 (916 ) 554-3200 CONTACT: LISA BURKE SITE NAME: CONSTRUCTION MANAGER ESPLANADE 0 1—IUIY. 99 SITECCM INC. 125 30th STREET, SUITE 1203 SACRAMENTO, CA 95816 3415 $IL VERBELL RD. (916)554-3200 GHIGO, CA 959-73 CONTACT: ANNETTE NOVOTNI' ARCHITECT FM GROUP INC. SITE NUMBER: 2944 N. =4th STREET, SUITE' 150 $AC-C2I-083B PHOENI,:, A? 85CI8 , 160-^1211-1211 CONTACT: MICHAEL T. FRIES, AIA LAND SURVEYOR PROJECT NO: 01257 HIRSCH 4 COMPANY CONSULTING ENGINEERS FILENAME WG 1257-7-1 3550 CAMINO DEL RIC NO., STE. 305 SAN DIEGO, CALIFORNIA 92IC•8-1140 DATE: 6 /:001 DRAWINGS DRAWN BY: Op T -I TITLE SHEET AND PROJECT INFORMATION REVIEWED BY: r� C-1 PLOT PLAN AND SITE TOPOG-RAPHI' REV. DESCRIPTION DATE A -I REFERENCE 517E PLAIN, ENLARGED PLAN 4 EQUIPMENT PAD DETAIL A-2 WE5T ELEVATION 4 ANTENNA LAYOUT VICINITY MAP \ EATON FD. ^^ A Lc o- =QVInG SUSMITT-! 6/11;01 _ ---'•�'' YETJ-C_ PC3 ap; ,REVIEW 65/01 �, pMABF /'• _co SHEET TIRE: /i0ea OS TITLE SHEET VICINITY MAP JrN 7z; ;77 SHEETNO. T-1 CENTER OF PROPOSED ANTENNA CLUSTER METRO P.C.S. 725 30th St Suite 203 LATITUDE: NORTH 39'46'26.44" Sacramento. CA 95816 '��30LONGITUDE: WEST 121'52'17.52" CONTACT: ANNETTE NOVOTNY -,,5)--__.,o NAD 83 N 2407942.44 E 6597775.99 -- ° ELEVATION: 176.7 NAVD 88 PH: ((916 7 54-320 ' _-�_-� J, AX ( ) 54-3201 ( ) F 916 5 .17' S 63-02'42___-- W 3 --- _� -------------------- ______--- 5 elm THE HORIZONTAL ACCURACY OF THE LATITUDE "_______ m a T- AND LONGITUDE AT THE CENTER OF TOWER _ EP < LOCATION FALLS WITHIN FIFTYFEET. ----- - 1176/.,6 50 1 THE VERTICAL ACCURACY OF THE ELEVATION iTz --------------- WITHIN 1 11 W AT THE CENTER OF TOWER LOCATION FALLS 1 % CTl WITHIN TWENTY (20) FEET. HIRSCH & COMPANY 176.51 , 176 39 •, .,; ,;'.,.,, p y° f \� f CONSULTING ENGINEERS a EXISTING BUILDING 115.0 AGL 176 29 I �' seao woxo cel aro No, are sca / ' O SAN O/e00, CALIFORNIA Y?NIH-1110 I7 42 M p DATE OF SURVEY: 05/18/01 •176.s� M 1.176 52 51 16.5' AGL G O J 1 5•' � R=830.00' 1 1 EXISTING BUILDING ���, ( nO1 \° I L=117.11 BASIS OF BEARINGS GRAVEL O J1-1 V __ -- �=08'05'04 A THE BASIS OF HORIZONTAL CONTROL FOR THIS SURVEY IS THE NORTH AMERICAN DATUM OF ,. 4 X176.01 00 1983. PLANE COORDINATES BEARINGS AND TREES 38.0' AGL 11--75-.54 y7O DISTANCES SHOWN HEREON ARE IN TERMS •\ SWALE \ 1 OF THE CALIFORNIA STATE PLANE P\ \ Q D`� PSea EXISTING CONCRETE PSQrP 176 4 175 30'x', COORDINATE SYSTEM OF 1983, ZONE 2. i \ 176 42 TREE TITLE REPORT IDENTIFICATION: r ', 38.0' AGf, x ` �'�, FIDELITY NATIONAL TITLE COMPANY REVISION Z\ 7 176 51 TITLE REPORT NO. 403558 DATED 04119101 \O ,� '•. Hit. DESCHPRQ1II 6'i DATE n\ \�' 1 76.50 b PRELIMINAKf JT 5 01 EXISTI GN TOWER , ASSESSORS IDENTIFICATION: 4 ° 117.27' AGL / 1 ?5. f1I_IP.LJT 5/22/01 y R=940.00 GM L APN 007-390-001 L=176.41 >0GATE \1 _ 0%4 6..5!109 \t \ EXISTING BUILDING 15.0' AGL TELCO i" EX. GAS METER OWNER: r\t ✓ 1 _ - JOHN P. REHKLAU, A MARRIED MAN, AS Box CENTER OF EXISTING TOWER ' , ELECTRIC METER 7.0' AGL HIS SOLE AND SEPERATE PROPERTY; AND 176`44 LATITUDE: NORTH 39'4626.44" 775AGL LESLIE REHLKAU, A MARRIED MAN AS �� � TREES 25' LONGITUDE: WEST 121'52'17.52" ; 4 ---.J' HIS SOLE AND SEPERATED PROPERTY; ( (� " ,•WALL -�,'i AND REBECCA J. WOLFE, A MARRIED \\ ELEVATION: 176.7 (NAVD 88) 'CpNpUIT ON i-' Zg1.72 WOMAN, AS HER SOLE AND SEPERATE SITL NUMBER: GRAVEL ";•• ROPOSED LEASE AREA - \EXISTIN E PROPERTY. _ --' 45738 LEGAL DESCRIPTION PER TITLE REPORT: SAC-C21-083B �`� LOT 1 AS SHOWN ON THAT CERTIAN MAP ENTITLED SIIE NAME r\. •,•. • _; ..'.:' == WOOD E WOODSIDE SUBDIVISION", FILED IN THE OFFICE OF THE '� TING 56'09 l�$,.ob EXIS i 4� 5 p u 90 CUNTY 1980,RINCOBOOK RDER �2 OF MAPS, PACESF BUTTE COUNTY, C44I FAN0145 HWY. 99 APRIL ESPLANADE s o• \ W SITE .ADDRESS. x 7­0 o° LEGAL DESCRIPTION LEASE BOUNDARY: 115 51LVERBELL No. LOT ICOR \ STORMDRAIN CLEANOUT \ r�G A PORTION OF LOT 1 AS SHOWN ON THAT CERTIAN MAP CHICO. CA 95973 O •'_ EUTIE COUNTi w_ • 15-01 W ENTITLED " WOODSIDE SUBDIVISION", FILED IN THE N= .74-56 p9 CALIFORNIA, OFFICE OF HE APRILOUNTY 9, 1980, INOER 800KF72UTTE OF MAPS, COUNTY, Y STAMP HERE PAGES 44 AND 45, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 1; THENCE EASTERLY ALONG THE SOUTHERLY LINE THEREOF, 'EXCEPTION ITEMS PER TITLE REPORT5 1a'98�- 7'38 E NORTH 74'57'38" EAST, 18.98 FEET; THENCE LEAVING N 74 SAID SOUTHERLY LINE, NORTH 15.0351 " WEST, 10.03 IJO EXEMPTION DESCRIPTION REG. DATE RECORDING INFORMATION FEET TO THE TRUE POINT OF BEGINNING; THENCE 1 PROPERTY TAXES - - NON-PLOTTABLE (NP) S. W. COR CONTINUING NORTH 15'03'51 " WEST, 20.00 FEET; THENCE 2 SUPPLEMENTAL TAXES - - NP LOT 1 NORTH 74'56'09" EAST, 15.00 FEET; THENCE SOUTH N 3 NO RIGHTS OF ACCESS 07/20/1961 BK. 1127, PG. 598 NP 15'03'51" EAST, 20.00 FEET; THENCE SOUTH 74'56'09" 4 WAIVER 0610411964 BK. 1317, PG. 488 NP LEASE AREA DETAIL WEST, 15.00 FEET TO THE TRUE POINT OF BEGINNING. DRAWN BY: JAT 0004'51.58" 5 EASEMENTS AND SETBACKS 04 09 1980 BK. 72, PG. 44 &45 SHOWN SCALE: 1 "=10' 6 COVENANTS, CONDITIONS AND RESTRICTIONS 05/30/1980 BK. 2518, PG. 689 NP LEASE BOUNDARY CONTAINS300.00 SOUARE FEET OR CHECKED B'i: JAT 7 WATER RIGHTS 0612311980 BK. 2526, PG. 318 NP 0.0069 ACRES MORE OR LESS. OnrE URAWI•I; 05/07/0I 8 AGRICULTURE STATEMENT 10/08/1984 BK. 2995, PG. 391 NP - 9 DEED OF TRUST 07/25/1996 INST. 96-27861 NP SCR JOB NO: 2001.032-SCOM001 S ' SHEET TITLE- SITE SURVEY `L<p C1Mpµµ0N 9 a50µ0 •Np SHEET NUMBER: REV. # SITE 0 20' 40' 60' C LI` SCALE: 1 ":-' C-1 1 VICINITY MAP - NOT TO SCALE EXISTING 120'-0' HIGH $ELF SUPPORTING LATTICE TOWER (ALL EXISTING ANTENNA ARRATSMICROWL/E DISHES TO REMAIN? - EiI5T1NG PAGER EOUIFMENT NFIII M.F _ Pr =9 f1 A—, 'AF, FS :lf STORM DRAIN CLEANOUT NEW MICRO -CELL EOUIFMENT FLI MOUNTED TO NEW RAISED UN15TS RACK -- NEW ASP ECUIFMENT PLATFORM NEW 24•, 7E *.'V TELCO PANEL ON DOUBLE UNISTEIJT SUPPORTS NEW TELCO/POWER PEDESTAL — E/15TING 6'-0' HIGH WOOD FENCE C, ENLARGED PLAN SCALE: V -10'-O' NORTH FUTUP-E MOD -CELL UNITS z 1 � � _563'0"'='• � __- I � -LEX15TIN, LANDSCAPE 1 E/,ISTING EAUILDING �/" 0 o vis o� I\ E/ISTD BUILDING�0�(1 \ 5� 000 1 1 —E/ISTING 6'-O' HIGH CW -'IN LING FENCE E/ISTING G:N:RETE SSWALE � 1—/ 1 1 / E/16TING DEPRESSED CURB I Q 1 ■ ■I 1 ■ ■I 1 ■ EI 1 ■ ■1 1 G_/-� ■ ■1 r 1 r■■■■■■■■■NESE■■■■■mmaI ■I ■■■E_■■E■■E■NOENENEEEI M am I000EEEn■ „ .�■�1S��SEMI MM�iii0 iio■i{� iii----�E_------�- — �i --- IS E■■ai<_M.r.. N` ■�i ailii u i■■■■■■■■■■ 1■ ■■r ■ �N■■I ■■■■EENNNEI InP ■■ o■■■■■■■■■I IN ■■ mmmommoomm1 {ml._. mm ■■■■■■■mmol 1■IiPmmmL'S'm IE■I- IE INS ON :.real■r momm■mm■mm1 { ENEnm■mm■■I ■■■oEEEEEa, i �m�i�imm■m`i■m1 FUTUP-E MOD -CELL UNITS z 1 � � _563'0"'='• � __- I � -LEX15TIN, LANDSCAPE 1 E/,ISTING EAUILDING �/" 0 o vis o� I\ E/ISTD BUILDING�0�(1 \ 5� 000 1 1 —E/ISTING 6'-O' HIGH CW -'IN LING FENCE E/ISTING G:N:RETE SSWALE � 1—/ 1 1 / E/16TING DEPRESSED CURB I Q G_/-� - E/15TING INJILOING 1.9 \ E/ISTING I?D'-0' uIGH SELF .11RT TNG LATTICE TOWER iALL E/ISTING ANTENNA Y,\ ARRAYS/MICROWAVE DISHES TO REM NI i/�;," ��• - rX` " • i �� T El STING WILL MOUNTED 1LISTING 6'.0' HIGH WOOD FENCE , \ —PROPOSED METRO PCS LEASE AREA E/15TING 1/C UNIT E/.ISTING STO..1"1 DRAIN CLEINOUT n REFERENCE SITE PLAN ®N (� SCALE: I' - $O' -O' NORTH �E,19TINI_ GIS METER E/IS T ING ELECTRIC METER E/.ISTING TELCO BO% 2944 NORTH 441h ST. SUTTEN ISO PIIOENIX'ARIZONA 85018 L: TE(602)277-7877 FAX: (602) 277-8788 MetroPCS 5 725 301h STREET, SUITE 203 SACRAMENTO. CA 95816 TEL'' (916) 554-7200 FAX: (916) 554-3201 PROJECT DESOUPTION: CO -LOCATE ON EXI5TING 120' 1-IICsW LATTICE TOWER SITE NAME: E5PLANAOE d PUJ r. 99 3415 5ILVER13ELL RD. CNICO, CA 95973 SITE NUNSER: 5A0-021-0835 PROJECT NO: 01751 FILE NAME: 11.171257-1.1 REVIEWEDBY: r REV. I OESCRIPTION I DATE _/H \ 1 100% ZONING SUBMITTAL b/11/OI METRO FCS 90% .REI /EW 6/5/01 SKEET TITLE.- REFERENCE ITLEREFERENCE 517E PLAN, ENLARGED PLAN B EOUIPMENT PAD DETAIL GEQUIPMENT PAD DETAIL SMEETNO. SCALE: 1/4'.I'-0' A-1 NOTE: ANTENNA AZIMUTHS 5UEJECT TO CHANGE PENDING RF CONFIGURATION APPROVAL C2 ) ANTENNA LAYOUT _ � J SCALE: 3/8' • I' -O' NORTH ED METRO PC9 PANEL ANTENW AB M4 PER BECTOR 3 SEC -TORS, • S TOTAL 5 COVERING 0', 120%. 2=0' A21MNTWSI 1:0'-0' HIGH 5ELF SUFFORTING TOWER PRCPOBED MPCB ETRO PANEL'ANTENNA5 e 13 ANTENNA PER SECTOR. 3 SECTORS, • 9 TOTAL ANTENNAS COVERING O', 120', 1 240' AZIMUTHS! • TOP OF EXISTING A NINiENN-5 , BOTTOM OF Ei15TIN6 ANTENNA PROPOSED ANTENN 5 RAD.CENTER BOTTOM OF EXISTING AN7ENNd , BOTTOM OF E'/.ISTING AI,ITENNA E/15TING 120'-O' HIGH SELF 5UPP'ORTING LATTICE TOWER (ALL EXISTING ANTENNA5 AND MICROWAVE 015HE5 TO REMAIN) FROP05ED CABLE ENCLOSURE HIGH MIN. 30•_O• 1 CENTER OF DISH CENTER CF DIBN L- J E/IBTING AILD NG 9 O i� CENTER CF D15H TOP OF EXISTIWG BUILDING L TOP Or FENCE \I WEST ELEVATION �• SCALE: 1/e' = I' -O' 2944 NORTH 49th ST. SUITE# 150 PHOENMARIZONA 55018 MIA (602) 277-7877 FAX: (602)277-8288 MetroPCS 725 30th STREET, SUITE 203 SACRAMENTO, -958L6 TEC: (916) 5543200 PAX: (916) 354-3201 PROJECT DESCRIPTION: CO -LOCATE ON EXISTING 120' NIGH LATTICE TOWER SITE NAME ESPLANADE d PLU'r. 99 3415 51LVERSELL RD. CNICO, CA 95973 SITE NUMBER: SAC -C21-0830 PROJECT NO: 01251 FILE NAME: 0101:57-A-? DATE v /?001 DRAWN BY: 02 REVIEWED BY. ,`G DESCRIPTON GATE ., Icor, :oNING su=r,IrrAL v1 1 01 M-iq'7 FCS 90�.- .2VIEW 6/5/0I SHEET TIRE: WEST ELEVATION s ANTENNA LAYOUT SHEET NO. A-2 v,,'."•tyY,.yw.'„",� ti X41. .� r.. f• .`' ;a" a3 ,,'`L-'tt�y �y�,,,1f, +r,+.. r; ., •x .: ,.' x, )f,'��S ,•.a`i•.�yyy�+i`.(gw,F,� y�� rt : •eUe, r 973 i iy.�. .1.. -Ta. # M1,.�`+�h.* r; . µS'irwn h•_.. k'y�r;,.r y ;;.nk,,, ..moi•. ;}�, dr,k';�.1.:r•.: c'.•.• s. '.'s'.',�r�J:Si*!',;,ry.,. ..t;�_,�'"�. ^x�x*11 s*• M ;2• in. tit ' sf' _1 e.- i--.p' L +�,.• `�'�...-..! 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O o Q I N 69- OZ'Z8 F1'8f Z ON C� 01 � ((� (hs .. 01 )OD Q ti ns 4'.9 sz ` 58.95 p, 00.001 �' 2 ICY 06 O 0 '9.9f� 66 S Di .. 96c' O ' IV . � 1 .� �� - 4._ 'moi � .: • ,'` - • ,� , f ' ��o • ..� a ,a - t � ' � r. *4 � .'�� , irk%... �{� ' ! yiT•- Jir ` 1 ei r G: {.. •' .. �' ''y 4� St's )•'-9 TN .1 .. . • yy •'L'l i r r \ ' �'.{� . wa•;#i�yr,'� t :A: rr - y ' ' t •I.�• • • ' , tib \ ', 'r , •+==•r •'t-, ) ` y0. ............ / _ bay � a; . tCO '.•♦c.F.' >�_ t �•^�.,r`fu�.�A r ••y%v .M''lt^'y `. 4.,, ^'e.. "�-yAC�1y, 'r'nt;.�ai” �'s«•'�f �yi•`�`2'if-;-plY�rt !/ ..v''t • ~�..• 4 4:w. :s.`�. '^Af " � t -: ,hyrtc.;., >e ? `lam,•_ frj 'F?' r rd a +MF avL Aawr�l A r vp' x *f,. .�•: fs. 1047 N. X204`" Avenue Elkhorn, NE 68022 402-289-1888 Fax -333=8577 to t4 BUTTE COUNTY PLANNING DIVISION 149 ft Valmont Monopole Structural Analysis. Prepared for: Specialty Engineering Services 11312 S. Pipeline Road Euless, TX : 76040 Site: 82596 North Chico . Butte County, CA r� 'April 30, 2001 00 MWUL Ujj 00L S1 c u w June 29, 2001 Apri130, 2001 Mr. Jaime Reyes, P.E. Specialty Engineering Services 11312 S. Pipeline Road Euless, TX 76040 Re: Site Number 82596 — North Chico, -Butte County, CA. Dear Mr. Reyes: We have completed the structural analysis for the existing monopole, located at the above referenced site. The purpose of this analysis is to determine that the existing monopole design is in conformance to the EIA/TIA-222-F standard for the proposed antennae loads installation. Refer to the Review and Recommendations section at the end of this report for.the analysis results. Description of tower: The structure is a 149 ft Valmont Monopole. Refer to Valmont drawing order 11181-94 for a detailed description of the structure. Method of analysis: The tower was analyzed using SAPS computer program for transmission and communication type structures. Over the past twenty years, previous versions of SAPS have been used by hundreds of utilities, consultants and fabricators throughout the'world. The structural analysis is non-linear, which accounts for the second order geometric effects due to the displacements. It also treats guys as exact cable elements and therefore is ideal for guyed towers. The analysis was performed in conformance with EIAITIA-222-F for 75 mph no ice. Wind is applied to structure, accessories and antennas. 0 Page 2 June 29, 2001 Tower loading: Per the loading sheet supplied, the analysis was performed using the following loading: (Proposed loading in bold) Elev. ft Qty. Antennas and Mounts Coax Owner 149.0 12 DB833 Mounted On (1) Platform, Valmont w/rail, 13.4 (12)1-5/8 120.0 1 HP MW Dish, 6' Dia. (1)1-5/8 110.0 6 ADBB950 Mounted On (3) Antenna Mount, T- (6)1,5/8 Metro PCS 105.0 1 Std. MW Dish w/Radome, 4'D 1 1-5/8 10.0 1 GPS antenna __fl1 1" Metro PCS All new access holes shall be reinforced with welded rims that are compatible with the pole and to be sized and supplied by pole manufacturer. All transmission line are assumed.running inside of pole shaft. Results of Analysis: Refer to the attached Computer Summary sheets for detailed analysis results. Review and Recommendations: The existing monopole is structurally capable of supporting the proposed antennas. The structure base reactions resulting from this analysis do not exceed the ones shown on the original structure drawings. Based on the analysis results, the existing structure meets the requirements per the EIA/TIA-222-F standards for a basic wind speed of 75 mph no ice. 0 Page 3 SEMAAN ENGINEERING SOLUTIONS 1047 N.2041h Avenue Elkhorn, NE 68022 Phone: 402-289-1888 Fax: 402-333-8577 Copyright Semaan Engineering Solutions, Inc 149'-0" 149'-0" 120'-0" 110'-0" 105'-0" 101'-0" 96'-0" 54'-0" 47'4" 10'-0" 0'0" 53'-0" 3/8" Thick (65 KSI) 66" 54'-2" 1 7/16" Thick (65 KSI) 80" 54'-0" 1/2" Thick (65 KSI) Job Information Pole : 82596 Description Client : Specialty Engineering Services Location : North Chico, Butte County, CA Type : 12 Sides Slip Joints Height ,(ft) 149.000 Taper: 0.2200 (in/ft) Reactions Load Cases/ Deflections Sections Properties Attach Force Rotation Section Diameter (in) Bev (ft) Bev (ft) Overlap Steel Shaft Length Accross Flats Thick Joint Length Grade Section (ft) Top Bottom (in) Type (in) .(ksi) 1 54.000 44.82 56.70 0.500 Straight 0.000 65 2 54.167 35.24 47.16 0.438 Slip Joint 80.000 65 3 53.000 25.54 37.20 0.375 Slip Joint 66.000 65 Reactions Load Cases/ Deflections Discrete Appurtenance Attach Force Rotation Load Case Bev (ft) (in) Bev (ft) Bev (ft) Type Qty Description 149.000 150.500 Platform 1 Platform, Valm ont w/rail, 13.4 149.000 149.000 Panel 12 DB833 120.000 120.000 Dish 1 HP MW Dish, 6' Dia. 110.000 110.000 Straight 3 Antenna Mount, T -Arm 110.000 110.000 Panel 6 DB950 105.000 105.000 Dish 1 Std. MW Dish w/Radome, 4'D 10.000 10.000 Panel 1 ' GPS antenna Reactions Load Cases/ Deflections Moment Load Case (Kip -ft) . Attach Translation Rotation Load Case Bev (ft) (in) (deg) No Ice No Ice Wind Speed = 75.00 mph w/ No Ice -36.409 149.000 32.83 -1.765 120.000 22.36 -1.647 110.000 19.00 -1.563 105.000 17.38 -1.513 10.000 0.16 -0.152 Twist/Sway Twist/Sway Wind Speed = 50.00 mph w/ No Ice 149.000 14.59 -0.785 120.000 9.94 -0.732 110.000 8.44 -0.695 105.000 7.73 -0.672 10.000 0.07 -0.068 Reactions Moment Load Case (Kip -ft) . Shear (IGps) Axial (Kips) No Ice 2,005.910 22.015 -36.397 Tw is t/Sw ay 891.510 9.783 -36.409 Pole : 82596 Location: North Chico, Butte County, CA Height : 149.0 (ft) Shape : 12 Sides Base Dia : 56.70 (in) Taper : 0.220 (in/ft) Specialty Engineering Services Base Elev : 0.000 (ft) Top Dia : 25.54 (in) Copyright Semaan Engineering Solutions, Inc A 4/30/20014:54:58 PM Page: 1 Shaft Section Properties No Ice Ice Distance Vert Elev Slip CaAa Weight Bottom CaAa From Face Top Ecc (ft) Description Sect Length Thick Fv Joint Joint Weight Dia Bev Area Ix, W/t D/t Dia Bev Area Ix W/t Dit Taper Num (ft) (in) (ksi) Type Len (in) (lb) (in) (ft) (sqin) (in"4) Ratio Ratio (in) (ft) (sqin) (in "4) Ratio Ratio (in/ft) 1 54.000 0.5000 65 0.000 0.00 14,869 56.70 0.000 90.48 36477.1 27.71 113.4 44.82 54.00 71.36 17890.0 21.34 89.64 0.220 2 54.167 0.4375 65 Slip Joint 80.00 10,585 47.16 47.33. 65.82 18341.9 26.20 107.8 35.24 101.5 49.04 7583.0 18.91 80.56 0.220 3 53.000 0.3750 65 Slip Joint 66.00 6,751 37.20 96.00 44.47 7699.8 23.90 99.21 . 25.54 149.0 30.39 2457.7 15.57 68.12 0.220 105.0 Std. MW Dish w/Radome, 4'D Shaft Weight 32,205 1.00 189.00 11.310 1.00 0.000 0.00 0.000 10.00 Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Elev Weight CaAa CaAa Weight CaAa CaAa From Face X Angle Ecc (ft) Description Qty (lb) (sf) Factor (lb) (sf) . Factor (ft) (deg) (ft) 149.0 Platform, Valmont w/rail. 13.4 1 2500.00 35.850 1.00 3500.00 40.460 1.00 0.000 0.00 1.500 149.0 DB833 12 35.00 3.130 1.00 58.00 6.420 1.00 0.000 0.00 0.000 120.0 HP MW Dish, 6' Dia. 1 281.00 35.670 1.00 501.00 36.670 1.00 0.000 0.00 0.000 110.0 Antenna Mount, T -Arm 3 258.00 10.670 1.00 336.00 14.200 1.00 0.000 0.00 0.000 110.0 DB950 6 10.50 4.400 1.00 30.00 5.000 1.00 0.000 0.00 0.000 105.0 Std. MW Dish w/Radome, 4'D 1 119.00 10.850 1.00 189.00 11.310 1.00 0.000 0.00 0.000 10.00 GPS antenna 1 50.00 2.000 1.00 100.00 3.000 1.00 0.000 0.00 0.000 Totals 25 4207.00 6174.00 Number of Loadings : 7 Pole : 82596 Location: North Chico, Butte County, CA Height : 149.0 (ft) Shape : 12 Sides Base Dia : 56.70 (in) Taper : 0.220 (in/ft) Segment Properties (Max Len : 5 ft) Seg Specialty Engineering Services Base Elev : 0.000 (ft) Top Dia : 25.54 (in) Copyright Semaan Engineering Solutions, Inc IY 413012001 4:54:58 PM Page: 2 Elev Thick Dia Area Ix wit D/t Fy Fb Weight (ft) Description (in) (in) (in "2) (in "4) Ratio Ratio (ksi) (ksi) (lb) 0.00 0.5000 56.700 90.482 36,477.1 27.71 113.40 65 52 0.0 5.00 0.5000 55.600 88.711 34,376.9 27.12 111.20 65 52 1,524.4 10.00 0.5000 54.500 86.940 32,358.9 26.53 109.00 65 52 1,494.3 15.00 0.5000 53.400 85.169 30,421.4 25.94 106.80 65 52 1,464.1 20.00 0.5000 52.300 83.398 28,562.8 25.35 104.60 65 52 1,434.0 25.00 0.5000 51.200 81.627 26,781.6 24.76 102.40 65 52 1,403.9 30.00 0.5000 50.100 79.856 25,075.9 24.17 100.20 65 52 1,373.7 35.00 0.5000 49.000 78.085 23,444.3 23.58 98.00 65 52 1,343.6 40.00 0.5000 47.900 76.314 21,885.0 22.99 95.80 65 52 1,313.5 45.00 0.5000 46.800 74.543 20,396.5 22.40 93.60 65 52 1,283.3 47.33 Bot - Section 2 0.5000 46.287 73.717 19,725.5 22.13 92.57 65 52 588.6 50.00 0.5000 45.700 72.772 18,977.0 21.81 91.40 65 52 1,258.2 54.00 Top - Section 1 0.4375 45.695 63.757 16,668.3 25.31 104.45 65 52 1,857.1 55.00 0.4375 45.475 63.447 16,426.4 25.17 103.94 65 52 216.4 60.00 0.4375 44.375 61.897 15,252.0 24.50 101.43 65 52 1,066.3 65.00 0.4375 43.275 60.347 14,134.9 23.82 98.91 65 52 1,039.9 70.00 0.4375 42.175 58.798 13,073.7 23.15 96.40 65 52 1,013.6 75.00 0.4375 41.075 57.248 12,067.0 22.48 93.89 65 52 987.2 80.00 0.4375 39.975 55.698 11,113.4 21.80 91.37 65 52 960.8 85.00 0.4375 38.875 54.149 10,211.4 21.13 88.86 65 52 934.5 90.00 0.4375 37.775 52.599 9,359.6 20.46 86.34 65 52 908.1 95.00 0.4375 36.675 51.050 8,556.5 19.78 83.83 65 52 881.7 96.00 Bot - Section 3 0.4375 36.455 50.740 8,401.6 19.65 83.33 65 52 173.2 100.00 0.4375 35.575 49.500 7,800.7 19.11 81.31 65 52 1,280.3 101.50 Top - Section 2 0.3750 35.995 43.011 6,965.6 23.04 95.99 65 52 472.0 105.00 0.3750 35.225 42.081 6,523.5 22.49 93.93 65 52 506.7 110.00 0.3750 34.125 40.753 5,925.1 21.70 91.00 65 52 704.7 115.00 0.3750 33.025 39.425 5,364.4 20.92 88.07 65 52 682.1 120.00 0.3750 31.925 38.097 4,840.3 20.13 85.13 65 52 659.5 125.00 0.3750 30.825 36.768 4,351.5 19.35 82.20 65 52 636.9 130.00 0.3750 29.725 35.440 3,896.7 18.56 79.27 65 52 614.3 135.00 0.3750 28.625 34.112 3,474.8 17.77 76.33 65 52 591.7 140.00 0.3750 27.525 32.784 3,084.5 16.99 73.40 65 52 569.1 145.00 0.3750 26.425 31.455 2,724.6 16.20 70.47 65 52 546.5 149.00 0.3750 25.545 30.393 2,457.7 15.57 68.12 65 52 420.9 32,204.8 Pole : 82596 Specialty Engineering Services CoppightSemaanEngineeringSolutions, Inc Location: North Chico, Butte County, CA IY 4/3012001 4:54:58 PM Height : 149.0 (ft) Shape : 12 Sides. Base Dia : 56.70 (in) Taper : 0.220 (in/ft) Base Elev : 0.000 (ft) Top Dia : 25.54 (in) Page: 3 Load Case: No Ice 75 mph - No Ice 20 Iterations Gust Response Factor: 1.69 Effective Wind Speed: 75.00 (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Shaft Forces Seg Top Wind Wind Elev qz gzGh C Tributary Aa CfAa Force X Force Z Weight (ft) Description Kz (psf) (psf) (mph -ft) Cf (ft) (sf) (sf) (lb) (lb) (lb) 0.00 1.00 14.40 24.33 354.38 1.030 0.00 0.000 0.000 0.00 0.00 0.0 5.00 1.00 14.40 24.33 347.50 1.030 5.00 23.396 24.098 586.44 0.00 1,524.4 10.00 Aoaertunance(s) 1.00 14.40 24.33 340.63 1.030 5.00 22.938 23.626 574.95 0.00 1.494.3 15.00 1.00 14.40 24.33 333.75 1.030 5.00 22.479 23.154 563.46 0.00 1,464.1 20.00 1.00 14.40 24.33 326.88 1.030 5.00 22.021 22.681 551.98 0.00 1,434.0 25.00 1.00 14.40 24.33 320.00 1.030 5.00 21.563 22.209 540.49 0.00 1,403.9 30.00 1.00 14.40 24.33 313.13 1.030 5.00 21.104 21.737 529.00 0.00 1,373.7 35.00 1.01 14.64. 24.74 308.84 1.030 5.00 20.646 21.265 526.28 0.00 1,343.6 40.00 1.05 15.21 25.71 307.72 1.030 5.00 20.188 20.793 534.61 0.00 1,313.5 45.00 1.09 15.73 26.59 305.75 1.030 5.00 19.729 20.321 540.36 0.00 1.283.3 47.33 Bot - Section 2 1.10 15.96 26.97 304.59 1.030 2.33 9.050 9.322 251.48 0.00 588.6 50.00 1.12 16.21 27.40 303.09 1.030 2.67 10.415 10.728 293.98 0.00 1,258.2 54.00 Top - Section 1 1.15 16.57 28.01 300.54 1.030 4.00 15.378 15.840 443.72 0.00 1,857.1 55.00 1.15 16.66 28.16 305.74 1.030 1.00 3.799 3.913 110.18 0.00 216.4 60.00 1.18 17.08 28.86 302.07 1.030 5.00 18.719 19.280 556.60 0.00 1,066.3 65.00 1.21 17.47 29.53 297.97 1.030 5.00 18.260 18.808 555.53 0.00 1.039.9 70.00 1.24 17.85 30.16 293.49 1.030 5.00 17.802 18.336 553.18 0.00 1,013.6 75.00 1.26 18.20 30.76 288.66 1.030 5.00 17.344 17.864 549.67 0.00 987.2 80.00 1.28 18.54 31.34 283.54 1.030 5.00 16.885 17.392 545.10 0.00 960.8 85.00 1.31 18.87 31.89 278.13 1.030 5.00 16.42.7 16.920 539.57 0.00 934.5 90.00 1.33 19.18 32.41 272.48 1.030 5.00 15.969 16.448 533.15 0.00 908.1 95.00 1.35 19.47 32.91 266.59 1.030 5.00 15.510 15.976 525.91 0.00 881.7 96.00 Bot - Section 3 1.35 19.53 33.01 265.39 1.030 1.00 3.047 3.138 103.62 0.00 173.2 100.00 1.37 19.76 33.40 260.50 1.030 4.00 12.255 12.623 421.67 0.00 1,280.3 101.50 Top - Section 2 1.37 19.85 33.54 258.63 1.030 1.50 4.520 4.655 - 156.18 0.00 472.0 105.00 Appertunance(s) 1.39 20.04 33.87 259.74 1.030 3.50 10.386 10.698 362.39 0.00 506.7 110.00 Appertunance(s) 1.41 20.31 34.32 253.31 1.030 5.00 14.448 14.881 510.84 0.00 704.7 115.00 1.42 20.57 34.76 246.70 1.030 5.00 13.990 14.409 500.96. 0.00 682.1 120.00 Appertunance(s) 1.44 20.82 35.19 239.94 1.030 5.00 13.531 13.937 490.47 0.00 659.5 125.00 1.46 21.06 35.60 233.03 1.030 5.00 13.073 13.465 479.42 0.00 636.9 130.00 1.48 21.30 36.00 225.98 1.030 5.00 12.615 12.993 467.82 0.00 614.3 135.00 1.49 21.53 36.39 218.79 1.030 5.00 12.156 12.521 455.71 0.00 591.7 140.00 1.51 21.76 36.77 211.48 1.030 5.00 11.698 12.049 443.11 0.00 569.1 145.00 1.52 21.98 37.14 204.05 1.030 5.00 11.240 11.577 430.04 0.00 546.5 149.00 Appertunance(s) 1.53 22.15 37.43 198.02 1.030 4.00 8.662 8.922 333.99 0.00 420.9 Totals: 149.00 15,561.88 0.00 32,204.8 Pole : 82596 Specialty Engineering Services CopyrightSemaanEngineeringSolutions, Inc Location: North Chico, Butte County, CA Y 4/3012001 4:54:58 PM Height : 149.0 (ft) Base Elev : 0.000 (ft) Page: 4 Shape : 12 Sides Base Dia : 56.70 (in) Top Dia : 25.54 (in) q Taper : 0.220' (in/ft) Load Case: No Ice 75 mph - No Ice 20 Iterations Gust Response Factor: 1.69 Effective Wind Speed: 75.00 (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Forces Total Horiz Vert Wind Wind Mom Mom Mom Dev qz gzGh l:aAa CaAa Ecc Ecc XAngle Force X Force Z X Y Z Weight (ft) Description Qty (psf) (psf) (sf) Factor (ft) (ft) (deg) (lb) (lb) (lb -ft) (Ib -ft) (Ib -ft) (lb) 10.00 GPS antenna 1 14.40 24.33 2.000 1.000 0.000 0.0 0.0 48.67 0.00 0.00 0.00 0.00 50.0 105.00 Std. M W Dish 1 20.04 33.87 10.850 1.000 0.000 0.0 0.0 367.54 0.00 0.00 0.00 0.00 119.0 110.00 Antenna Mount, T -Arm 3 20.31 34.32 32.010 1.000 0.000 0.0 0.0 1098.83 0.00 . 0.00 0.00 0.00 774.0 110.00 DB950 6 20.31 34.32 26.400 1.000 0.000 0.0 0.0 906.25 0.00 0.00 0.00 0.00 63.0 120.00 HP M W Dish, 6' Dia. 1 20.82 35.19 35.670 1.000 0.000 0.0 0.0 1255.28 0.00 0.00 0.00 0.00 281.0 149.00 Platform, Valmont 1 22.21 37.54 35.850 1.000 0.000 1.5 0.0 1345.95 0.00 0.00 0.00 2018.93 2500.0 149.00 DB833 12 22.15 37.43 37.560 1.000 0.000 0.0 0.0 1406.13 0.00 0.00 0.00 0.00 420.0 6,428.64 0.00 4,207.0 Pole : 82596 Specialty Engineering Services copyrignrsemaanEngineering Solutions, Inc Location: North Chico, Butte County, CA Y 4130/20014:54:58 PM Height : 149.0 (ft) Base Elev : 0.000 (ft) Page: 5 Shape : 12 Sides Base Dia : 56.70 (in) Top Dia : 25.54 (in) q Taper : 0.220 (in/ft) _ X Load Case: No Ice 75 mph - No Ice 20 Iterations Gust Response Factor: 1.69 Effective Wind Speed: 75.00 (mph) Dead Load Factor 1.00 Wind Load Factor: 1.00 Applied Forces Summary Seg X Z Lateral Axial Lateral Moment Torsion Moment Elev Coord Coord FX (-) FY (-) IZ MX MY MZ (ft) (ft) (ft) (lb) (lb) (lb) (Ib -ft) (Ib -ft) (Ib -ft) 0.00 0.00. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 586.44 1,524.39 0.00 0.00 0.00 0.00 10.00 0.00 0.00 623.63 1,544.25 0.00 0.00 0.00 0.00 15.00 0.00 0.00 563.46 1,464.12 0.00 0.00 0.00 0.00 20.00 0.00 0.00 551.98 1,433.99 0.00 0.00 0.00 0.00 25.00 0.00 0.00 540.49 1,403.86 0.00 0.00 0.00 0.00 30.00 0.00 0.00 529.00 1,373.73 0.00 0.00 0.00 0.00 35.00 0.00 0.00 526.28 1,343.60 0.00 0.00 0.00 0.00 40.00 0.00 0.00 534.61 1,313.46 0.00 0.00 0.00 0.00 45.00 0.00 0.00 540.36 1,283.33 0:00 0.00 0.00 0.00 47.33 0.00 0.00 251.48 588.58 0.00 0.00 0.00 0.00 50.00 0.00 0.00 293.98 1,258.15 0.00 0.00 0.00 0.00 54.00 0.00 0.00 443.72 1,857.10 0.00 0.00 0.00 0.00 55.00 0.00 0.00 110.18 216.42 0.00 0.00 0.00 0.00 60.00 0.00 0.00 556.60 1,066.29 0.00 0.00 0.00 0.00 65.00 0.00 0.00 555.53 1,039.93 0.00 0.00 0.00 0.00 70.00 0.00 0.00 553.18 1,013.56 0.00 0.00 0.00 0.00 75.00 0.00 0.00 549.67 987.20 0.00 0.00 0.00 0.00 80.00 0.00 0.00 545.10 960.83 0.00 0.00 0.00 0.00 85.00 0.00 0.00 539.57 934.46 0.00 0.00 0.00 0.00 90.00 0.00 0.00 533.15 908.10 0.00 0.00 0.00 0.00 95.00 0.00 0.00 525.91 881.73 0.00 0.00 0.00 0.00 96.00 0.00 0.00 103.62 173.17 0.00 • 0.00 0.00 0.00 100.00 0.00 0.00 421.67 1,280.29 0.00 0.00 0.00 . 0.00 101.50 0.00 0.00 156.18 472.00 0.00 0.00 0.00 • 0.00 105.00 0.00 0.00 729.93 625.72. 0.00 0.00 0.00 0.00 110.00 0.00 0.00 2,515.91 1,541.67 0.00 0.00 0.00 0.00 115.00 0.00 0.00 500.96 682.07 0.00 0.00 0.00 0.00 120.00 0.00 0.00 1,745.75 940.47 0.00 0.00 0.00 0.00 125.00 0.00 0.00 479.42 636.87 0.00 0.00 0.00 0.00 130.00 0.00 0.00 467.82 614.27 0.00 0.00 0.00 0.00 135.00 0.00 0.00 455.71 591.68 0.00 0.00 0.00 0.00 140.00 0.00 0.00 443.11 569.08 0.00 0.00 0.00 0.00 145.00 0.00 0.00 430.04 546.48 0.00 0.00 0.00 0.00 149.00 0.00 0.00 3,086.07 3,340.91 0.00 0.00 0.00 2,018.93 Totals: 21,990.52 36,411.76 0.00 0.00 0.00 2,018.93 Pole : 82596 Specialty Engineering Services Location: North Chico, Butte County, CA Torsion MY (ft -kips) Height: 149.0 (ft) Base Elev : 0.000 (ft) Shape : 12 Sides 0.00 Base Dia : 56.70 (in) Top Dia : 25.54 (in) Taper : 0.220 (in/ft) 2,005.910 Copynght Semaan Engineering Solutions, Inc 413012001 4:54:58 PM Page: 6 Load Case: No Ice 75 mph - No Ice 20 Iterations Gust Response Factor: 1.69 Effective Wind Speed: 75.00 (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Forces and Deflections Seg Elev (ft) Lateral FX (-) (kips) Axial FY (-) (kips) Lateral FZ (kips) Moment MX (ft -kips) Torsion MY (ft -kips) Moment MZ (ft -kips) X Deflect (in) Z Deflect (in) Total Deflect (in) Rotation (deg) 0.00 22.015 36.397 0.000 0.000 0.000 2,005.910 0.000 0.000 0.000 0.000 5.00 21.474 34.844 0.000 0.000 0.000 1.895.838 -0.041 0.000 0.041 -0.076 10.00 20.891 33.273 0.000 0.000 0.000 1,788.470 -0.162 0.000 0.162 -0.152 15.00 20.365 31.784 0.000 0.000 0.000, 1,684.015 -0.363 0.000 0.363 -0.229 20.00 19.847 30.326 0.000 0.000 0.000 1,582.190 -0.644 0.000 0.644 -0.305 25.00 19.337 28.900 0.000 0.000 0.000 1,482.957 -1.005 0.000 1.005 -0.381 30.00 18.834 27.505 0.000 0.000 0.000 1,386.275 -1.445 0.000 1.445 -0.458 35.00 18.331 26.142 0.000 0.000 0.000 1,292.105 -1.966 0.000 1.966 -0.533 40.00 17.816 24.810 0.000 0.000 0.000 1.200.453 -2.565 0.000 2.565 -0.609 45.00 17.283 23.517 0.000 0.000 0.000 1,111.375 -3.244 0.000 3.244 -0.684 47.33 17.040 22.920 0.000 0.000 0.000 1,071.047 -3.588 0.000 3.588 -0.720 50.00 16.749 21.651 0.000 0.000 0.000 1,025.608 -4.001 0.000 4.001 -0.760 54.00 16.292 19.790 0.000 0.000 0.000 958.614 -4.664 0.000 4.664 -0.820 55.00 16.195 19.562 0.000 0.000 0.000 942.322 -4.837 0.000 4.837 -0.835 60.00 15.647 18.483 0.000 0.000 0.000 861.347 -5.754 0.000 5.754 -0.913 65.00 15.098 17.432 0.000 0.000 0.000 783.112 -6.752 0.000 6.752 -0.989 70.00 14.547 16.410 0.000 0.000 0.000 707.625 -7.829 0.000 7.829 -1.064 75.00 13.998 15.416 0.000 0.000 0.000 634.889 -8.983 0.000 8.983 -1.138 80.00 13.451 14.450 0.000 0.000 0.000 564.898 -10.213 0.000 10.213 -1.208 85.00 12.907 13.513 0.000 0.000 0.000 497.643 -11.516 0.000 11.516 -1.276 90.00 12.367 12.604 0.000 0.000 0.000 433.108 -12.888 0.000 12.888 -1.341 95.00 11.828 11.727 0.000 0.000 0.000 371.272 -14.326 0.000 14.326 -1.402 96.00 11.726 11.551 0.000 0.000 0.000 359.446 -14.621 0.000 14.621 -1.414 100.00 11.278 10.275 0.000 0.000 0.000 312.542 -15.826 0.000 15.826 -1.460 101.50 11.114 9.802 0.000 0.000 0.000 295.627 -16.288 0.000 16.288 -1.477 105.00 10.375 9.188 0.000 0.000 0.000 256.727 -17.384 0.000 17.384 -1.513 110.00 7.825 7.708 0.000 0.000 0.000 204.852 -18.996 0.000 18.996 -1.563 115.00 7.311 7.035 0.000 0.000 0.000 165.728 -20.658 0.000 20.658 -1.608 120.00 5.543 6.141 0.000 0.000 0.000 129.175 -22.363 0.000 22.363 -1.647 125.00 5.048 5.515 0.000 0.000 0.000 101.462 -24.106 0.000 24.106 -1.681 130.00 4.564 4.913 0.000 0.000 0.000 76.223 -25.883 0.000 25.883 -1.710 135.00 4.093 4.334 0.000 0.000 0.000 53.400 -27.686 0.000 27.686 -1.733 140.00 3.634 3.778 0.000 0.000 0.000 32.936 -29.511 0.000 29.511 -1.751 145.00 3.187 3.244 0.000 0.000 0.000 14.769 -31.352 0.000 31.352 -1.762 149.00 3.086 0.000 0.000 0.000 0.000 2.019 -32.830 0.000 32.830 -1.765 Pole : 82596 Location: North Chico, Butte County, CA Height : 149.0 (ft) Shape : 12 Sides Base Dia : 56.70 (in) Taper : 0.220 (in/ft) Specialty Engineering Services CopynghtSemaanEngineeringSolutions, Inc Y 4130/20014:54:58 PM Base Elev : 0.000 (ft) Page: 7 Top Dia : 25.54 (in) l! A Load Case: No ice 75 mph - No Ice 20 Iterations Gust Response Factor: 1.69 Effective Wind Speed : 75.00 (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Stresses Seg Applied Stresses Allowable Elev Axial (1) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio 0.00 0.402 0.494 0.000 0.000 0.000 19.368 19.789 52.0 0.381 5.00 0.393 0.492 0.000 0.000 0.000 19.047 19.458 52.0 0.374 10.00 0.383 0.488 0.000 0.000 0.000 18.711 19.112 52.0 0.368 15.00 0.373 0.486 0.000 0.000 0.000 18.362 18.754 52.0 0.361 20.00 0.364 0.484 0.000 0.000 0.000 17.996 18.378 52.0 0.353 25.00 0.354 0.481 0.000 0.000 0.000 17.610 .17.984 52.0 0.346 30.00 0.344 0.479 0.000 0.000 0.000 17.204 17.568 52.0 0.338 35.00 0.335 0.477 0.000 0.000 0.000 16.775 17.130 52.0 0.329 40.00 0.325 0.474 0.000 0.000 0.000 16.321 16.666 52.0 0.321 45.00 0.315 0.471 0.000 0.000 0.000 15.840 16.176 52.0 0.311 47.33 0.311 0.470 0.000 0.000 0.000 15.611 15.943 52.0 0.307 50.00 0.298 0.468 0.000 0.000 0.000 15.342 15.660 52.0 0.301 54.00 0.310 0.519 0.000 0.000 0.000 16.324 16.659 52.0 0.320 55.00 0.308 0.519 0.000 0.000 0.000 16.205 16.537 52.0 0.318 60.00 0.299 0.514 0.000 0.000 0.000 15.567 15.890 52.0 0.306 65.00 0.289 0.508 0.000 0.000 0.000 14.893 15.207 52.0 0.292 70.00 0.279 0.503 0.000 0.000 0.000 14.180 14.485 52.0 0.279 75.00 0.269 0.497 0.000 0.000 0.000 13.424 13.720 52.0 0.264 80.00 0.259 0.491 0.000 0.000 0.000 12.622 12.909 52.0 0.248 85.00 0.250 0.484 0.000 0.000 0.000 11.768 12.047 52.0 0.232 90.00 0.240 0.478 0.000 0.000 0.000 10.858 11.128 52.0 0.214 95.00 0.230 0.471 0.000 0.000 0.000 9.885 10.148 52.0 0.195 96.00 0.228 0.470 0.000 0.000 0.000 9.688 9.949 52.0 0.191 100.00 0.208 0.463 0.000 0.000 0.000 8.854 9.097 52.0 0.175 101.50 0.228 0.525 0.000 0.000 0.000 9.489 9.760 52.0 0.188 105.00 0.218 0.501 0.000 0.000 0.000 8.611 8.872 52.0 0.171 110.00 0.189 0.390 0.000 0.000 0.000 7.329 .7.548 52.0 0.145 115.00 0.178 0.377 0.000 0.000 0.000 6.338 6.549 52.0 0.126 120.00 0.161 0.296 0.000 0.000 0.000 5.292 5.478 52.0 0.105 125.00 0.150 0.279 0.000 0.000 0.000 4.465 4.640 52.0 0.089 130.00 0.139 0.262 0.000 0.000 0.000 3.612 3.778 52.0 0.073 135.00 0.127 0.244 0.000 0.000 0.000 2.733 2.891 52.0 0.056 140.00 0.115 0.225 0.000 0.000 0.000 1.826 1.980 52.0 0.038 145.00 0.103 0.206 0.000 0.000 0.000 0.890 1.055 52.0 0.020 149.00 0.000 0.206 0.000 0.000 0.000 0.130 0.380 52.0 0.007 . Pole : 82596 Location: North Chico, Butte County, CA Height : 149.0 (ft) Shape : 12 Sides Base Dia : 56.70 (in) Taper : 0.220 (in/ft) Specialty Engineering Services Base Elev : 0.000 (ft) Top Dia : 25.54 (in) Copyright Semaan Engineering Solutions, Inc 4130120014:54:58 PM Page: 8 Load Case: Twist/Sway 50 mph - No Ice 19 Iterations Gust Response Factor: 1.69 Effective Wind Speed: 50.00 (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Shaft Forces Seg Top Wind Wind Elev qz gzGh C Tributary Aa CfAa Force X Force Z Weight (ft) Description Kz (psf) (psf) (mph -ft) Cf (ft) (sf) (sf) (lb) (lb) (lb) 0.00 1.00 6.400 10.81 236.25 1.030 0.00 0.000 0.000 0.00 .0.00 0.0 5.00 1.00 6.400 10.81 231.67 1.030 5.00 23.396 24.098 260.64 0.00 1,524.4 10.00 Aooertunance(s) 1.00 6.400 10.81 227.08 1.030 5.00 22.938 23.626 255.53 0.00 1.494.3 15.00 1.00 6.400 10.81 222.50 1.030 5.00 22.479 23.154 250.43 0.00 1,464.1 20.00 1.00 6.400 10.81 217.92 1.030 5.00 22.021 22.681 •245.32 0.00 1,434.0 25.00 1.00 6.400 10.81 213.33 1.030 5.00 21.563 22.209 240.22 0.00 1,403.9 30.00 1.00 6.400 10.81 208.75 1.030 5.00 21.104 21.737 235.11 0.00 1,373.7 35.00 1.01 6.509 10.99 205.89 1.030 5.00. 20.646 21.265 233.90 0.00 1,343.6 40.00 1.05 6.762 11.42 205.14 1.030 5.00 20.188 20.793 237.61 0.00 1,313.5 45.00 1.09 6.993 11.81 203.83 1.030 5.00 19.729 20.321 240.16 0.00 1.283.3 47.33 Bot - Section 2 1.10 7.095 11.99 203.06 1.030 2.33 9.050 9.322 111.77 0.00 588.6 50.00 1.12 7.207 12.17 202.06 1.030 2.67 10.415 10.728 130.66 0.00' 1,258.2 54.00 Top - Section 1 1.15 7.367 12.45 200.36 1.030 4.00 15.378 15.840 197.21 0.00 1,857.1 55.00 1.15 7.406 12.51 203.82 1.030 1.00 3.799 3.913 48.97 0.00 216.4 60.00 1.18 7.592 12.83 201.38 1.030 5.00 18.719 19.280 247.38 0.00 1,066.3 65.00 1.21 7.768 13.12 198.65 1.030 5.00 18.260 18.808 246.90 0.00 1,039.9 70.00 1.24 7.934 13.40 195.66 1.030 5.00 17.802 18.336 245.86 0.00 1,013.6 75.00 1.26 8.092 13.67 192.44 1.030 5.00 17.344 17.864 244.30 0.00 987.2 80.00 1.28 8.242 13.93 189.02 1.030 5.00 16.885 17.392 242.27 0.00 960.8 85.00 1.31 8.387 14.17 185.42 1.030 5.00 16.427 16.920 239.81 0.00 .934.5 90.00 1.33 8.525 14.40 181.65 1.030 5.00 15.969 16.448 236.96 0.00 908.1 95.00 1.35 8.657 14.63 177.73 1.030 5.00 15.510 15.976 233.74 0.00 881.7 96.00 Bot - Section 3 1.35 8.683 14.67 176.93 1.030 1.00 3.047 3.138 46.05 0.00 173.2 100.00 1.37 8.785 14.84 173.67 1.030 4.00 12.255 12.623 187.41 0.00 1,280.3 101.50 Top - Section 2 1.37 8.823 14.91 172.42 1.030 1.50 4.520 4.655 69.41 0.00 472.0 105.00 Appertunance(s) 1.39 8.908 15.05 173.16 1.030 3.50 10.386 10.698 161.06 0.00 506.7 110.00 Appertunance(s) 1.41 9.028 15.25 168.87 1.030 5.00 14.448 14.881 227.04 0.00 704.7 115.00 1.42 9.143 15.45 164.47 1.030 5.00 13.990 14.409 222.65 0.00 682.1 120.00 Appertunance(s) 1.44 9.255 15.64 159.96 1.030 5.00 13.531 13.937 217.99 0.00 659.5 125.00 1.46 9.363 15.82 155.35 1.030 5.00 13.073 13.465 213.07 0.00 636.9 130.00 1.48 9.469 16.00 150.65 1.030 5.00 12.615 12.993 207.92 0.00 614.3 135.00 1.49 9.572 16.17 145.86 1.030 5.00 12.156 12.521 202.54 0.00 591.7 140.00 1.51 9.672 16.34 140.99 1.030 5.00 11.698 12.049 196.94 0.00 569.1 145.00 1.52 9.769 16.51 136.03 1.030 5.00 11.240 11.577 191.13 0.00 546.5 149.00 Appertunance(s) 1.53 9.845 16.63 132.01 1.030 4.00 8.662 8.922 148.44 0.00 420.9 Totals: 149.00 6,916.39 0.00 32,204.8 Pole : 82596 Specialty Engineering Services CoppightSemaanEngineeiingSolutions, Inc Location: North Chico, Butte County, CA Y 4/30/20014:54:58 PM Height: 149.0 (ft) Base Elev : 0.000 (ft) Page: 9 Shape : 12 Sides Base Dia : 56.70 (in) Top Dia : 25.54 (in) A Taper : 0.220 (in/ft) Load Case: Twist/Sway 50 mph - No Ice 19 Iterations Gust Response Factor: 1.69 Effective Wind Speed: 50.00 (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Forces Total Horiz Vert Wind Wind Mom Mom Mom pev qz gzGh UaAa CaAa Ecc Ecc X Angle Force X Force Z X Y Z Weight (ft) Description . Qty (psf) (psf) (sf) Factor (ft) (ft) (deg) (lb) (lb) (Ib -ft) (Ib -ft) (Ib -ft) (lb) 10.00 GPS antenna 1 6.400 10.81 2.000 1.000 0.000 0.0 0.0 21.63 0.00 0.00 0.00 0.00 50.0 105.00 Std. M W Dish 1 8.908 15.05 10.850 1.000 0.000 0.0 0.0 163.35 0.00 0.00 0.00 0.00 119.0 110.00 Antenna Mount, T -Arm 3 9.028 15.25 32.010 1.000 0.000 0.0 .0.0 488.37 0.00 0.00 0.00 0.00 774.0 110.00 DB950 6 9.028 15.25 26.400 1.000 0.000 0.0 0.0 402.78 0.00 0.00 0.00 0.00 63.0 120.00 'HP MW Dish, 6' Dia. 1 9.255 15.64 35.670 1.000 0.000 0.0 0.0 557.90 0.00 0.00 0.00 0.00 281.0 149.00 Platform, Valmont 1 9.874 16.68 35.850 1.000 0.000 1.5 0.0 598.20 0.00 0.00 0.00 897.30 2500.0 149.00 DB833 12 9.845 16.63 37.560 1.000 0.000 0.0 0.0 624.94 0.00 0.00 0.00 0.00 420.0 2,857.17 0.00 4,207.0 Pole : 82596 Location: North Chico, Butte County, CA Height : 149.0 (ft) Shape : 12 Sides Base Dia : 56.70 (in) Taper : 0.220 (in/ft) Specialty Engineering Services Base Elev : 0.000 (ft) Top Dia : 25.54 (in) Copyright Semaan Engineering Solutions, Inc IY 4/30/2001 4:54:58 PM Page: 10 Load Case: Twist/Sway 50 mph - No Ice 19 Iterations Gust Response Factor : 1.69 Effective Wind Speed: 50.00 (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Applied Forces Summary Seg X Z Lateral Axial Lateral Moment Torsion Moment Elev Coord Coord FX (-) FY (-) FZ MX MY MZ (ft) (ft) (ft) (lb) (lb) (lb) (Ib -ft) (Ib -ft) (Ib -ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 260.64 1,524.39 0.00 0.00 0.00 0.00 10.00 0.00 0.00 277.17 1,544.25 0.00 0.00 0.00 0.00 15.00 0.00 0.00 250.43 1,464.12 0.00 0.00 0.00 0.00 20.00 0.00 0.00 245.32 1,433.99 0.00 0.00 0.00 0.00 25.00 0.00 0.00 240.22 1,403.86 0.00 0.00 0.00 0.00 30.00 0.00 0.00 235.11 1,373.73 0.00 0.00 0.00 0.00 35.00 0.00 0.00 233.90 1,343.60 0.00 0.00 0.00 0.00 40.00 0.00 0.00 237.61 1.313.46 0.00 0.00 0.00 0.00 45.00 0.00 0.00 240.16 1,283.33 0.00 0.00 0.00 0.00 47.33 0.00 0.00 111.77 588.58 0.00 0.00 0.00 0.00 50.00 0.00 0.00 130.66 1,258.15 0.00 0.00 0.00 0.00 54.00 0.00 0.00 197.21 1,857.10 0.00 0.00 0.00 0.00 55.00 0.00 0.00 48.97 216.42 0.00 0.00 0.00 0.00 60.00 0.00 0.00 247.38 1,066.29 0.00 0.00 0.00 0.00 65.00 0.00 0.00 246.90 1.039.93 0.00 0.00 0.00 0.00 70.00 0.00 0.00 245.86 1,013.56 0.00 0.00 0.00 0.00 75.00 0.00 0.00 244.30 987.20 0.00 0.00 0.00 0.00 80.00 0.00 0.00 242.27 960.83 0.00 0.00 0.00 0.00 85.00 0.00 0.00 239.81 934.46 0.00 0.00 0.00 0.00 90.00 0.00 0.00 236.96 908.10 0.00 0.00 0.00 0.00 95.00 0.00 0.00 233.74 881.73 0.00 0.00 0.00 0.00 96.00 0.00 0.00 46.05 173.17 0.00 0.00 0.00 0.00 100.00 0.00 0.00 187.41 1,280.29 0.00 .0.00 0.00 0.00 101.50 0.00 0.00 69.41 472.00 0.00 0.00 0.00 0.00 105.00 0.00 0.00 324.41 625.72 0.00 0.00 0.00 0.00 110.00 0.00 0.00 1,118.18 1,541.67 0.00 0.00 0.00 0.00 115.00 0.00 0.00 222.65 682.07 0.00 0.00 0.00 0.00 120.00 0.00 0.00 775.89 940.47 0.00 0.00 0.00 0.00 125.00 0.00 0.00 213.07 636.87 0.00 0.00 0.00 0.00 130.00 0.00 0.00 207.92 614.27 0.00 0.00 0.00 0.00 135.00 0.00 0.00 202.54 591.68 0.00 0.00 0.00 0.00 140.00 0.00 0.00 196.94 569.08 0.00 0.00 0.00 0.00 145.00 0.00 0.00 191.13 546.48 0.00 0.00 0.00 0.00 149.00 0.00 0.00 1,371.59 3,340.91 0.00 0.00 0.00 897.30 Totals: 9,773.56 36,411.76 0.00 0.00 0.00 897.30 Pole : 82596 Specialty Engineering Services CopyrightSemaanEngineeringSolutions, Inc Location: North Chico, Butte County, CA Y 4130/20014:54:58 PM Height: 149.0 (ft) Base Elev : 0.000 (ft) Page: 11 Shape : 12 Sides Base Dia : 56.70 (in) Top Dia : 25.54 (in) q Taper : 0.220 (in/ft) Load Case: Twist/Sway 50 mph - No Ice 19 Iterations Gust Response Factor: 1.69 Effective Wind Speed: 50.00 (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Forces and Deflections Seg Elev (ft) Lateral FX (-) (kips) Axial FY (-) (kips) Lateral FZ (kips) Moment MX (ft -kips) Torsion MY (ft -kips) Moment MZ (ft -kips) X Deflect (in) Z Deflect (in) Total Deflect (in) Rotation (deg) 0.00 9.183 36.409 0.000 0.000 0.000 891.510 0.000 0.000 0.000 0.000 5.00 9.543 34.879 0.000 0.000 0.000 842.594 -0.018 0.000 0.018 -0.034 10.00 9.284 33.329 0.000 0.000 0.000 794.880 -0.072 0.000 0.072 -0.068 15.00 9.050 31.860 0.000 0.000 0.000 748.460 -0.161 0.000 0.161 -0.102 20.00 8.820 30.422 0.000 0.000 0.000 703.209• -0.286 0.000 0.286 -0.136 25.00 8.593 29.013 0.000 0.000 0.000 659.109 -0.446 0.000 0.446 -0.169 30.00 8.370 27.635 0.000 0.000 0.000 616.143 -0.642 0.000 0.642 -0.203 35.00 8.146 26.288 0.000 0.000 0.000 574.294 -0.874 0.000 0.874 -0.237 40.00 7.918 24.971 0.000 0.000 0.000 533.562 -1.140 0.000 1.140 -0.271 45.00 7.681 23.685 0.000 0.000 0.000 493.975 -1.442 0.000 1.442 -0.304 47.33 7.573 23.095 0.000 0.000 0.000 476.053 -1.594 0.000 1.594 -0.320 50.00 7:444 21.835 0.000 0.000 0.000 455.858 -1.778 0.000 1.778 -0.338 54.00 7.241 19.977 0.000 0.000 0.000 426.085 -2.073 0.000 2.073 -0.364 55.00 7.198 19.758 0.000 0.000 0.000 418.844 -2.150 0.000 2.150 -0.371 60.00 6.954 18.690 0.000 0.000 0.000 382.857 -2.557 0.000 2.557 -0.406 65.00 6.710 17.648 0.000 0.000 0.000 348.086 -3.001 0.000 3.001 -0.440 70.00 6.466 16.632 0.000 0.000 0.000 314.536 -3.480 0.000 3.480 -0.473 75.00 6.222 15.644 0.000 0.000 0.000 282.208 -3.993 0.000 3.993 -0.506 80.00 5.979 14.682 0.000 0.000 0.000 251.100 -4.540 0.000. 4.540 -0.537 85.00 5.737 13.747 0.000 0.000 0.000 221.208 -5.118 0.000 5.118 -0.567 90.00 5.497 12.839 0.000 0.000 0.000 192.524 -5.728 '0.000 5.728 -0.596 95.00 5.257 11.958 0.000 0.000 0.000 165.039 -6.368 0.000 6.368 -0.623 96.00 5.212 11.784 0.000 0.000 0.000 159.782 -6.499 0.000 6.499 -0.629 100.00 5.013 10.505 0.000 0.000 0.000 138.933 -7.034 0.000 7.034 -0.649 101.50. 4.940 10.033 0.000 0.000 0.000 131.414 -7.240 0.000 7.240 -0.656 105.00 4.612 9.409 0.000 0.000 0.000 114.123 -7.727 0.000 7.727 -0.672 110.00 3.478 7.880 0.000 0.000 0.000 91.064 -8.444 0.000 8.444 -0.695 115.00 3.250 7.199 0.000 0.000 0.000 73.672 -9.182 0.000 9.182 -0.715 120.00 2.464 6.268 0.000 0.000 0.000 57.424 -9.940 0.000 9.940 -0.732 125.00 2.244 5.633 0.000 0.000 0.000 45.105 -10.715 0.000 10.715 -0.747 130.00 .2.029 5.021 0.000 0.000 0.000 33.885 -11.505 0.000 11.505 -0.760 135.00 1.819 4.432 0.000 0.000 0.000 23.740 -12.307 0.000 12.307 -0.770 140.00 1.615 3.866 0.000 0.000 0.000 14.642 -13.118 0.000 13.118 -0.778 145.00 1.417 3.322 0.000 0.000 0.000 6.566 -13.936 0.000 13.936 -0.783 149.00 1.371 0.000 0.000 0.000 0.000 0.897 -14.593 0.000 14.593 -0.785 Pole : 82596 Location: North Chico, Butte County, CA Height : 149.0 (ft) Shape : 12 Sides Base Dia : 56.70 (in) Taper : 0.220 (in/ft) Specialty Engineering Services Base Elev : 0.000 (ft) Top Dia : 25.54 (in) Copyright Semaan Engineering Solutions, Inc IY 4/30/20014:54:58 PM X Page: 12 Load Case: Twist/Sway 50 mph - No Ice 19 Iterations Gust Response Factor: 1.69 Effective Wind Speed: 50.00 (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Stresses Seg Applied Stresses Allowable Elev Axial (l) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio 0.00 0.402 0.220 0.000 0.000 0.000 8.608 9.018 52.0 0.173 5.00 0.393 0.219 0.000 0.000 0.000 8.465 8.866 52.0 0.171 10.00 0.383 0.217 0.000 0.000 0.000 8.316 8.707 52.0 0.167 15.00 0.374 0.216 0.000 0.000 0.000 8.161 8.543 52.0 0.164 20.00 0.365 0.215 0.000 0.000 0.000 7.998 8.371 52.0 0.161 25.00 0.355 0.214 0.000 0.000 0.000 7.827 8.191 52.0 0.158 30.00 0.346 0.213 0.000 0.000 0.000 7.647 8.001 52.0 0.154 35.00 0.337 0.212 0.000 0.000 0.000 7.456 7.801 52.0 0.150 40.00 0.327 0.211 0.000 0.000 0.000 7.254 7.590 52.0 0.146 45.00 0.318 0.209 0.000 0.000 0.000 7.040 7.367 52.0 0.142 47.33 0.313 0.209 0.000 0.000 0.000 6.939 7.261 52.0 0.140 50.00 0.300 0.208 0.000 0.000 0.000 6.819 7.128 52.0 0.137 54.00 0.313 0.231 0.000 0.000 0.000 7.256• 7.580 52.0 0.146 55.00 0.311 0.230 0.000 0.000 0.000 7.203 7.525 52.0 0.145 60.00 0.302 0.228 0.000 0.000 0.000 6.919 7.232 52.0 0.139 65.00 0.292 0.226 0.000 0.000 0.000 6.620 6.923 52.0 0.133 70.00 0.283 0:223 0.000 0.000 0.000 6.303 6.597 52.0 0.127 75.00 0.273 0.221 0.000 0.000 0.000 5.967 6.252 52.0 0.120 80.00 0.264 0.218 0.000 0.000 0.000 5.610 5.886 52.0 0.113 85.00 0.254 0.215 0.000 0.000 0.000 5.231 5.498 52.0 0.106 90.00 0.244 0.212 0.000 0.000 0.000 4.827 5.084 52.0 0.098 95.00 0.234 0.209 0.000 0.000 0.000 4.394 4.642. 52.0 0.089 96.00 0.232 0.209 0.000 0.000 0.000 4.307 4.553 52.0 0.088 100.00 0.212 0.206 0.000 0.000 0.000 3.936 4.163 52.0 0.080 101.50 0.233 0.233 0.000 0.000 0.000 4.218 4.470 52.0 0.086 105.00 0.224 0.223 0.000 0.000 0.000 3.828 4.070 52.0 0.078 110.00 0.193 0.173 0.000 0.000 0.000 3.258 3.464 52.0 0.067 115.00 0.183 0.167 0.000 0.000 0.000 2.817 3.014 52.0 0.058 120.00 0.165 0.131 0.000 0.000 0.000 2.3,53 2.527 52.0 0.049 125.00 0.153 0.124 0.000 0.000 0.000 1.985 2.149 52.0 0.041 130.00 0.142 0.116 0.000 0.000 0.000 1.606 1.759 52.0 0.034 135.00 0.130 0.108 0.000 0.000 0.000 1.215 1.358 52.0 0.026 140.00 0.118 0.100 0.000 0.000 0.000 0.812 0.946 52.0 0.018 145.00 0.106 0.092 0.000 0.000 0.000 0.396 0.526 52.0 0.010 149.00 0.000 0.092 0.000 0.000 0.000 0.058 0.169 52.0 0.003 Pole : 82596 Specialty Engineering Services Copyright Semaan Engineering Solutions, Inc Location: North Chico, Butte County, CA Y 413012001 4:54:58 PM Height : 149.0 (ft) Base Elev : 0.000 (ft) Page: 13 Shape : 12 Sides Base Dia : 56.70 (in) Top Dia : 25.54 (in) q Taper : 0.220 (in/ft) X Analysis Summary Reactions Max Stresses Shear Shear Axial Moment . Moment Moment Combined Allowable FX FZ FY MX MY MZ Stress Stress Elev Stress Load Case (kips) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ksi ksi ( ) (ft) Ratio No Ice 22.015 0.000 36.397 0.000 0.000 2,005.910 19.789 52.0 0.000 0.381 Twist/Sway 9.783 0.000 36.409 0.000 0.000 891.510 9.018 52.0 0.000 0.173 DAVIDSON ENGINEERING CIVIL / STRUCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Project: Review (Existing) 150 Foot Pole — Oroville, CA Project Number 417-00 Client: American Tower Corporation —Ronald C. Waddell Sheet No. / Revision No. Rogue River, OR 97537 1 / 1 Calc. by Date: ATC Site Site Name: Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 30 -July -01 Number: Oroville, Butte Internet: www.tower-structures.com 82610 County 6 each ANTEL LPD 7907/4 R -F panels behind ra-dome with 6 ea 1-5/8" feed lines Top -hat AMPS assembly with molded radome .137 9 each RV90-17-00 directional panel antennas 9 each Decibel Products —+125 DB950 panel antennas with 7/8" feed lines 3 per sector on new T -arms d 0 a .o 0 CL 6 foot diameter solid MW dish Nwith radome N .80' ( 2 GHz) Z d v d CL 6 foot diameter solid MW dish with radome .50' 12 GHz) 0 0 CALCULATIONS CODE: ASCE 7-98 WIND: V = 85 MPH BASIC WIND SPEED EXPOSURE: TYPE 'B' ( SUBURBAN AREA ) BUILDING CLASS II: IMPORTANCE FACTOR, I = 1.00 DIRECTIONALITY FACTOR, Kd = 0.95 ICING: NONE SUPPORTED EQUIPMENT 1) TOP -MOUNT AMPS PLATFORM WITH MOLDED RADOME AT +150' 2) 4 EACH 15 FT WHIPS AT +150 FT REMOVED FROM STRUCTURE IN FAVOR OF 6 EACH ANTEL LPD 7907/4 CELLULAR PANEL ANTENNAS MOUNTED BEHIND FIBERGLASS RADOME AT +150 FT AGL (FOR SITE SECTORIZATION BY VERIZON WIRELESS) 3) 9 EA RV90-17-00 PANEL ANTENNAS AT +137' (UBIQUITEL) 4) ADD 9 EACH DECIBEL PRODUCTS DB950 PANEL ANTENNAS AT +125' AGL MOUNTED ON T -ARMS (METRO PCS) 5) 1 EA PAR -6-65 AT +80' (VERIZON WIRELESS) 6) 1 EA PAR -6-65 AT +50' (VERIZON WIRELESS) DAVIDSON ENGINEERING CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 150 Foot Pole — Oroville, CA Project Number 417-00 Client: American Tower Corporation — Ronald C. Waddell Sheet No. / Revision No. 296 Covered Bridge Road 2 1 Rogue River, OR 97537 Calc. by Date: ATC Site Site Name: Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 30 -July -01 Number: Oroville, Butte Internet: www.tower-structures.com 82610 County CALCULATIONS CODE: ASCE 7-98 WIND: 85 MPH BASIC WIND SPEED EXPOSURE: TYPE 'B' ( SUBURBAN AREA WITH LARGE VALLEY OAKS AND HOMES EXTENDING 1/2 MILE EVERY DIRECTION) BUILDING CLASS II: IMPORTANCE FACTOR, I = 1.00 DIRECTIONALITY FACTOR, Kd = 0.95 ICING: NONE ;velocity pressure; qz = 0.00256 x Kz x Kd x V2 x 1, where: ; Kz = 2.01 x (z /zg )21a ; zg = 1200; ;a = 7.0; ; Kd = 0.95; ; V = 85; MPH; ; 1 = 1.00; Total Structure Height; h = 150 ft Wind Velocity; V = 85 ; (MPH) Radial Icing; R = 0.0 in , CALCULATE DYNAMIC EFFECT FOR FLEXIBLE STRUCTURE (FUNDAMENTAL NATURAL FREQUENCY LESS THAN 1 Hz) CHECK POLE DYNAMICS PER METHODOLOGY PUBLISHED /N COMMENTARY SECTION 6 OF ASCE 7-98 (See page 257) Structure Geometry and Site Specific Values: Type of exposure; B (large valley oak trees and housing extend at least 1/2—mile in every direction from project site) Basic wind speed at reference height in Exposure C, V = 85; MPH; Structure Height; h = 150 ft,- Structure ,Structure width; B = 37.0 in /12 = 3.08 ft, Structure depth; L = 37.0 in / 12 = 3.08 f,. Pole fundamental natural frequency; ni = 0.4095; Hz; (from dynamic analysis) Damping ratio; 8 = 0.07; (includes 1 % structural damping + 6% dynamic drag damping at design velocity — doesn't significantly affect gust response) Average effective drag coefficient, Cfx = (1.03 x 325 ft2 + 1.8 x 45 + 3.2 x 3.11 + 3.6 x 15.75 + 2.2 x 2.4 + 1.72 x 28.27 x 2) / 447.8 ft2 = 1.31 ; ; Mode exponent; = 1.0; Structure density; mt = 15000 / ( 150 ft x (,r/ 4) x (152+37')12) x144 / 32.2 ft / seC2 = 0.7144; slugs/ ft3' 3--- ; Airdensity; p = 0.002376 slugs/ft ,---(at=l-standard atmosphere); DAVIDSON ENGINEERING CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 150 Foot Pole — Oroville, CA Project Number 417-00 Client: American Tower Corporation —Ronald C. Waddell Sheet No. / Revision No. 296 Covered Bridge Road Rogue River, OR 97537 3 / 1 Calc. by Date: ATC Site Site Name: Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 30 -July -01 Number: Oroville, Butte Internet: www.tower-structures.com 82610 County Values Obtained from Table 6-4 on Pape 59 of Standard ASCE 7-98 (ref.• P 275 Table C6-4 of ASCE 7-98) Type of exposure; 8 a = 7.0; Z9 = 1200 ft; chat= 1/7.0=0.14. bhat = 0.84; abar = 1 / 4.0 = 0.250; bbar = 0.45; C = 0.30; ;,e = 320 ft, Ebar = 1 / 3.0 Zmin , = 60 ft; Zbar = 0.60 x h = 90.000 ft; DAVIDSON ENGINEERING CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 150 Foot Pole - Oroville, CA Project Number 417-00 Client: American Tower Corporation - Ronald C. Waddell Sheet No. / Revision No. 296 Covered Bridge Road 4 / 1 Rogue River, OR 97537 Calc. by Date: ATC Site Site Name: Tel: (541) 582-8074 Fax: (541) 582-0072 Number: DWD 30 -July -01 Oroville, Butte Internet: www.tower-structures.com 82610 county Calculated Values (reference Table C6-5 on Daae 277 of Standard ASCE 7-98: V = (85 / 60) x 88 ft / sec = 124.67 ft / sec ; Zbar = 0.60 x h It = 90.0 ft; intensity of turbulence; Izbar = c x (33 / Zbar)t /6 = 0.2538; integral length scale of turbulance; Lzbar = -e x (Zbar 133) ebar = 447.0878 ft; ;Q = (1 / (1 + 0.63 x ((B + h) / Lzbar )0.63 ))1n = 0.8702; QZ = 0.7572; boar = 0.4500 ; Zbar = 90.0000; abar = 0.2500; V = 85; ; V b x Z / 33 abar x V x 88 / 60 = 72.09 It /sec; zbar = bar (bar ) ( ) chat = 0.14; ; bhat = 0.84; Zbar = 0.60 x h = 90 ft; Vznat = bhat x Z / 33 anar x V x 88 / 60 = 120.86 ft /sec; (Zbar ) ( ) (88 It /sec equals 60 MPH) N1 = n1 x Lzbar/Vzbar = 2.540; R„ = 7.47 x Nt /(I + 10.3 x N1)' = 0.0773; ;e = 2.71828; base of natural logarithm; r1 = 4.6xn1 xh/Vzbar ;Rn = (1/11) - ((1/(2x112))x (1-1/e(2-q))� 0.223 q = 4.6xn1 xB/Vzbar = 0.081; ;RB = (1/n) - ((1/(2xg2))x (1-1/e(2xr1)) 1 = 0.948 ; 11 = 15.4 x n t x L / Vzbar = 0.270: / ; RL = (1 /i1) - (( 1 / (2 x 112 )) x (1- 1 /e (2xq) 1 = 0.842 R = 0.01 = 0.010; nt = 0.4095; / resonant response factor; R = ( (1/0) x R„ x Rn x RS x ( 0.53 + 0.47 x Rv)1/2 = 1.229; R2 ; gR = (2 x ln(3600 x n1) )1/2 + 0.577 / (2 x ln(3600 x n1))1/2 = 3.971; gQ = gv = 3.4; ; G f = 0.925 x ((1 + 1.7 x Izbar x (gQ2 x Q2 + gR2 x R2 )1/2 ) / (1 + 1.7 x gv x Izbar) ) ;G = 0.925 x ((1 + 1.7 x Izbar x gQ x Q) / (1 + 1.7 x gv x Izbar) ; K = ( 1.65)ahat / (ahat + 4 + 1) = 0.501; DAVIDSON ENGINEERING CIVIL/ STRUCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Project: Review (Existing) 150 Foot Pole - Oroville, CA Project Number 417-00 Client: American Tower Corporation - Ronald C. Waddell Sheet No. / Revision No. Rogue River, OR 97537 O(Z)2 x mz 5 / 1 Calc. by Date: ATC Site Site Name: 15.0; = 0.005610 Tel: (541) 582-8074 Fax: (541) 582-0072 = 0.0000; DWD 30 -July -01 Number: Oroville, Butte 45.0; = 0.068627 Internet: www.tower-structures.com = 0.0047; 60.0; 82610 County = 0.0172: 75.0; Modal Mass Calculation ;modal mass; m1 ; h = 150 ft; Structure Weight; W = 15235 lbf,• Conservatively use Average Pounds per Foot of Height; DLavg = 13000 / 150 = 86.6667 /bf / ft,- Conservatively ,Conservatively use average mass per unit length of height; mavg = DLavg / 32.2 ft / sec = 2.6915 slugs/ ft; Additionally place 2235 Ibf weight at top of pole; Masstop = 2235 /bf / 32.2 ft / secz = 69.41 slugs; ; m1 = mz1 + mz2 + mz3 + mz4 + mz5 + mz6 + my + mz6 + mz9 + mz10 + mz11 ; m1 = 139 slugs ; (generalized mass for first mode of vibration ) Calculate Maximum Displacements in Response to Gustin ; z = 15 ft; �z = 0.005610; p = 0.0024 slugs / ft3; B = 3.08 ft; h = 150 ft; Cfx = 1.31; n1 = 0.410; Hz; Vzhat = 120.86 ft / sec G = 0.925 x ( 1 + 1.7 x Inbar x ( 9Q2 x Q2 + 9R2 x R2)11)1( 1 + 1.7 x gv x Inbar) K = ( 1.65)ahat / (ahat + 4 + 1) = 0.501; �z = 0.005610: B = 3.080000; h = 150.000000: Cf =1.310000; Vzhat2 = 14606.734794 ; Xzmax = �z x B x h x Cfx x Vzhat2 / (2 x m1 x( 2 x n x n1)2) x K x Gf x p x 12 = 0.504 in; otsptacemenr ; z (ft) ; (z) O(Z)2 x mz (0(z))2 0.0; = 0.000000 2 = 0.0000; 15.0; = 0.005610 z = 0.0000; 30.0; = 0.027127 z = 0.0007; 45.0; = 0.068627 z = 0.0047; 60.0; = 0.131087 z = 0.0172: 75.0; = 0.215972 z = 0.0466; 90.0; = 0.325675 z = 0.1061; 105.0; = 0.460673 2= 0.2122; 120.0; = 0.620343 2= 0.3848; 135.0; = 0.79995 2= 0.63991- .6399;150.0; 150. 0; = 1.000000 2 = 1.0000; ; m1 = mz1 + mz2 + mz3 + mz4 + mz5 + mz6 + my + mz6 + mz9 + mz10 + mz11 ; m1 = 139 slugs ; (generalized mass for first mode of vibration ) Calculate Maximum Displacements in Response to Gustin ; z = 15 ft; �z = 0.005610; p = 0.0024 slugs / ft3; B = 3.08 ft; h = 150 ft; Cfx = 1.31; n1 = 0.410; Hz; Vzhat = 120.86 ft / sec G = 0.925 x ( 1 + 1.7 x Inbar x ( 9Q2 x Q2 + 9R2 x R2)11)1( 1 + 1.7 x gv x Inbar) K = ( 1.65)ahat / (ahat + 4 + 1) = 0.501; �z = 0.005610: B = 3.080000; h = 150.000000: Cf =1.310000; Vzhat2 = 14606.734794 ; Xzmax = �z x B x h x Cfx x Vzhat2 / (2 x m1 x( 2 x n x n1)2) x K x Gf x p x 12 = 0.504 in; mass at height z, mz (slugs) O(Z)2 x mz mzo = 7.5 ft x mavg = 20.19; mz1 = z x mzo = 0.00; mz15 = 15 ft x mavg = 40.37: mz2 = 02 x mz15 = 0.00; mz30 = 15 ft x mavg = 40.37; mz3 = 02 x mz30 = 0.03; mz45 = 15 ft x mavg = 40.37: mzo = 02 x mz45 = 0.19; mz60 = 15 ft x mavg = 40.37; mz$ = 02 x mz6o = 0.69; mz75 = 15 ft x mavg = 40.37; mz6 = 02 x mz75 = 1.88; mz90 = 15 ft x mavg = 40.37: mz7 = 02 x mzso = 4.28; mz105 = 15 ft x mavg = 40.37: mz8 = 02 x mz105 = 8.57; mz120 = 15 ft x mavg = 40.37; mz9 = 02 x mz120 = 15.54: mz135 = 15 ft x mavg = 40.37; mzso = 02 x mz30 = 25.84: mz150 = 7.5 ft x mavg + 62.11 = 82.30: mz11 2X mz150 = 82.30; ; m1 = mz1 + mz2 + mz3 + mz4 + mz5 + mz6 + my + mz6 + mz9 + mz10 + mz11 ; m1 = 139 slugs ; (generalized mass for first mode of vibration ) Calculate Maximum Displacements in Response to Gustin ; z = 15 ft; �z = 0.005610; p = 0.0024 slugs / ft3; B = 3.08 ft; h = 150 ft; Cfx = 1.31; n1 = 0.410; Hz; Vzhat = 120.86 ft / sec G = 0.925 x ( 1 + 1.7 x Inbar x ( 9Q2 x Q2 + 9R2 x R2)11)1( 1 + 1.7 x gv x Inbar) K = ( 1.65)ahat / (ahat + 4 + 1) = 0.501; �z = 0.005610: B = 3.080000; h = 150.000000: Cf =1.310000; Vzhat2 = 14606.734794 ; Xzmax = �z x B x h x Cfx x Vzhat2 / (2 x m1 x( 2 x n x n1)2) x K x Gf x p x 12 = 0.504 in; DAVIDSON ENGINEERING CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 150 Foot Pole - Oroville, CA Project Number 417-00 Client: American Tower Corporation -Ronald C. Waddell Sheet No. / Revision No. 296 Covered Bridge Road ) x K x Gf x 12 = = 6.165 in; 6 1 Rogue River, OR 97537 Calc. by Date: ATC Site Site Name: Tel: (541) 582-8074 Fax: (541) 582-0072 Number: DWD 30 -July -01 Oroville, Butte Internet: www.tower-structures.com 82610 County Calculate Maximum Displacements in Response to Gusting (contd) z = 30 ft; Oz = 0.027127; p = 0.0024 slugs / ft3; B = 3.08 ft; h = 150 ft; Cfx = 1.31; n, = 0.410; Hz; Vzhat = 120.86 ft / sec Xzmax = ( Oz x p x B x h x Cfx x Vzhat2 / (2 x mt x ( 2 x 7> x n1 )2) ) x K x Gf x 12 = 2.437 in; z = 45 ft; �z = 0.068627; p = 0.0024 slugs / ft3, B = 3.08 ft; h = 150 ft; Cfx = 1.31; n1 = 0.410; Hz; Vzhat = 120.86 ft / sec .Xzmax = (�z x xBxhxCfx xVzhat 2/(2x m, x(2xnxnt)2))xKxGfx12 ) x K x Gf x 12 = = 6.165 in; z = 60 ft; �z = 0.131087; p = 0.0024 slugs/ft3; B = 3.08 ft, h = 150 ft, Cfx = 1.31; n1 = 0.410; Hz; Vzhat = 120.86 ft/sec Xzmax =( �z x p x B x h x Cfx x Vzhat2 / (2 x m1 x (2 x n x n1)2) ) x K x Gf x 12 = 11.776 in; z = 75 ft; �z = 0.215972; p = 0.0024 slugs / ft3, B = 3.08 ft; h = 150 ft, Cfx = 1.31; n1 = 0.410; Hz; Vzhat = 120.86 ft / sec Xzmax =( �z x p x B x h x Cfx x Vzhat2 / (2 x m1 x( 2 x 7E x n1)2) ) x K x Gf x 12 = 19.402 in; z = 90 ft, �z = 0.325675; p = 0.0024 slugs / ft3; B = 3.08 ft; h = 150 ft; Cfx = 1.31; n 1 = 0.410; Hz, Vzhat = 120.86 ft / sec Xzmax = ( �z x p x B x h x Cfx x Vzhat2 / (2 x 071 x ( 2 x 71 x n7 )2 ) ) x K x Gf x 12 = 29.257 in; z = 105 ft; Oz = 0.460673; p = 0.0024 slugs / ft3; B. = 3.08 ft; h = 150 ft; Cfx = 1.31; n 1 = 0.410; Hz; Vzhat = 120.86 ft / sec Xzmax = ( Oz x p x B x h x Cfx x Vzhat2 / (2 x m1 x ( 2 x 7r x n1 )2 ) ) x K x Gf,, 12 = 41.384 in; ; z = 120 ft, �z = 0.620343; p = 0.0024 slugs /ft3; B = 3.08 ft; h = 150 ft; Cfx = 1.31; n1 = 0.410; Hz; Vzhat = 120.86 ft/sec ; Xzmax = ( Wz x p x B x h x Cfx x Vzhat2 / (2 x m1 x ( 2 x 7t x n1 ) 2 ) x K x Gf x 12 = 55.728 in; z = 135 ft; �z = 0.79995; p = 0.0024 slugs / ft3; B = 3.08 ft; h = 150 It; Cfx = 1.31; n 1 = 0.410; Hz; Vzhat = 120.86 ft / sec Xzmax =( Wz x p x B x h x Cfx x Vzhat2 / (2 x m1 x( 2 x 7[ x n 1 ) 2 )� x K x Gf x 12 = 71.863 in; z = 150 ft; r z = 1.00; p = 0.0024 slugs/It; B = 3.08 ft, h = 150 ft; Cfx = 1.31; n1 = 0.410; Hz; Vzhat = 120.86 ft/sec Xzmax =( �z x p x B x h x Cfx x Vzhat2 / (2 x m1 x( 2 x n x n1)2)� x K x Gf x 12 = 89.834 in; DAVIDSON ENGINEERING CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review(Existing)150Foot Pole Project Number 417-00 Client: American Tower Corporation — Ronald C. Waddell Sheet No. ! Revision No. 296 Covered Bridge Road 0.85 x �z x p x B x h x CfX x Vzbar2 / m1) x Izbar x K x R = 0.040 ft / sec2; ; Xxmax = axRMS x 9x = 0.160 ft / sec2; 7 / 1 Rogue River, OR 97537 Calc. by Date: ATC Site Site Name: Tel: (541) 582-8074 Fax: (541) 582-0072 Number: DWD 30 -July -01 Oroville, Butte Internet: www.tower-structures.com 82610 County Calculate RMS Along -Wind Acceleration and Maximum Along -Wind Acceleration ; gX = (2 x ln(3600 x n1) )112 + 0.5772 / (2 x /n(3600 x n1)) 112 = 3.971; z = 15 ft; �z = 0.005610; p = 0.0024 slugs / ft3; B = 3.08 ft; h = 150 ft; C& = 1.31; n1 = 0.410; Hz; Vzbar = 72.09 ft / sec axRMS = 0.85 x �z x p x B x h x CfX x Vzbar2 / m1) x Izbar x K x R = 0.040 ft / sec2; ; Xxmax = axRMS x 9x = 0.160 ft / sec2; z = 30 ft; �z = 0.027127; axRMS = 0.85 x �z x p x B x h x CfX x Vzbar2 / m1 J x Izbar x K x R = 0.195 ft/ sect z = 45 ft; Oz = 0.068627; axRMS = 0.85 x Oz x p x B x h x CfX x Vzba r/ m1) x Izbar x K x R = 0.494 ft/ sec2 z = 60 ft; �z = 0. 131087, axRMS = 0.85 x �z x p x B x h x CfX x Vzbarz / m1 J x Izbar x K x R = 0.944 ft/ sec2; z = 75 ft; �z = 0.215972; axRMS = 0.85 x �z x p x B x h x C& x Vzbar2 / m1 J x Izbar x K x R = 1.556 ft/ sec2; Xxmax = axRMS x 9x = 0.776 ft / sec2; ; Xxmax = axRMS x 9x = 1.963 ft / sec 2; ; Xxmax = axRMS x 9x = 3.750 ft / sec 2; ; Xxmax = axRMS x 9x = 6.178 ft / sec 2; z = 90 ft; �z = 0.325675; axRMS = ( 0.85 x �z x p x B x h x C(X x Vzbar2 / m1 J x Izbar x K x R = 2.346 ft / sec2; ; Xxmax = axRMS x 9x = 9.316 ft / sec2; z = 105 ft; �z = 0.460673; axRMS = ( 0.85 x �z x p x B x h x CfX x Vzba z / m1) x Izbar x K x R = 3.319 ft / sec2; ; Xxmax = axRMS x 9x = 13.178 ft / sec2; z = 120 ft; �z = 0.620343; axRMS = ( 0.85 x �z x p x B x h x C& x Vzbar2 / m 1) x Izbar x K x R = 4.469 ft / sec2; ; Xxmax = axRMS x 9x = 17.746 -ft / sec2; z = 135 ft; �z = 0.79995; axRMS = ( 0.85 x Wz x p x B x h x CfX x Vzbar2 / m1 ) x Izbar x K x R = 5.763 ft / sec2; ; Xxmax = axRMS x 9x = 22.884 ft / sec2; z = 150 ft; �z = 1.000000; axRMS = ( 0.85 x �z x p x B x h x C& x Vzbar2 / m1) x Izbar x K x R = 7.204 ft / sec 2; ; Xxmax = axRMS x 9x = 28.606 ft / sec2; DAVIDSON ENGINEERING CIVIL I STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 150 Foot Pole — Oroville,CA Project Number 417-00 Client: American Tower Corporation — Ronald C. Waddell Sheet No. I Revision No. 296 Covered Bridge Road Rogue River, OR 97537 8 / 1 Calc. by Date: ATC Site Site Name: Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 30 -July -01 Number: Oroville, Butte Internet: www.tower-structures.com 82610 County WIND GUST DYNAMIC ANALYSIS SUMMARY Calculations indicate that the structure has a fundamental period of vibration, T, of about 2.44 seconds; ( f = 0.41 Hz ), Calculations also indicate that in response to an 85 MPH 3 -second gust loading, the structure will deflect approximately 90 inches (calculation based on conservative assumption that pole's density is uniformly distributed over entire height with significant mass at top of pole). Calculated peak lateral acceleration in response to 85 MPH 3 -second gust loading is approximately 28.61 feet per second/second (88.9% of gravity). The structure has a calculated root -mean -square acceleration of about 7.20 feet per second/second (22.4% of gravity). These calculations are based on an estimated structure weight of approximately 15,235 pounds, with the conservative assumption that 2,235 pounds are located at the top of the pole and the remaining 13,000 pounds are equally distributed along the vertical length of the pole. In fact, the tubular steel pole has significantly more weight in the bottom 50% of the pole than is present in the top 50%. The calculations are also based on an assumed structural damping coefficient of 0.01 combined with a dynamic wind drag damping coefficient of 0.06 at 85 MPH winds. Acting together, this percentage of critical damping would effectively damp nearly all dynamic motion from the structure in approximately 20 vibration cycles or about 49 seconds. For an 85 MPH 3 -second basic wind speed gust, the structure has a calculated gust effect factor, Gf = 1.2984 VORTEX SHEDDING EFFECT Calculations indicate that the structure has a fundamental period of vibration, T, of about 2.44 seconds; ( f = 0.41 Hz ); The viscosity of air is approximately; p = 3.75 x 10 7; Ibf-sec / ft2 , The density of standard air (29.92 inches Hg and 590F) at sea level is approximately; v = 0. 002376 slugs / ft3 , ; at 100 ft AGL; KZ = 2.01 x ( 100 / 1200 )217 = 0.9882 say 1.00 (no height exposure velocity increase required) Wind velocity at 85 MPH is; V = 85 / 60 x 88 = 124.67 ft / sec ; The diameter of the pole varies from 15 inches at the top to 37 inches at its base. The structure is essentially unresponsive to dynamic wind effect in the lower two-thirds of its height. Therefore, attention only need to be given to the upper one-third of the pole. In that region the pole, the diameter varies from 15 inches at 150 feet AGL to 22 inches at 100 feet AGL. The range of Reynolds numbers is then: ; For, d = 1.25 ft; Reynolds Number, Re = V x d I v = 6.559x104 ; Strouhal number, S = 0.20; ; Frequency of vortex shedding; n = S x V / d = 19.95: cycles per second ; For; d = 22/12 = 1.83 ft; Reynolds Number, Re = V x d I v = 9.619x104 ; Strouhal number, S - 0.20; ; Frequency of vortex shedding; n = S x V / d = 13.60: cycles per second Fundamental frequency of structure is 0.4095 cycles per second; In order for damaging resonance to occur, there must be a nearly exact match between vortex shedding frequency and the fundamental frequency or one of its harmonics and the energy input over time must be greater than energy dissipation. (Continued) DAVIDSON ENGINEERING CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing)150Floot Pole — Oroville,CA Project Number 417-00 Client: American Tower Corporation — Ronald C. Waddell Sheet No. / Revision No. 296 Covered Bridge Road Rogue River, OR 97537 9 / 1 Calc. by Date: ATC Site Site Name: Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 30 -July -01 Number: Oroville, Butte Internet: www.tower-structures.com 82610 County VORTEX SHEDDING EFFECT Recognizing that the 85 MPH gust only lasts 3 seconds, the structure will be generally unresponsive to vortex shedding at this velocity. Again, in order for damaging resonance to occur, the frequency of shedding must nearly match one of the first 20 harmonics of the fundamental frequency and must last for an extended period of time. In this case, i.e., at 85 MPH 3 -second wind gust, vortex shedding only lasts about 1 structure cycle (3 sec / 2.44 sec /cycle - 1.23 cycles). Therefore, vortex shedding amplification need not be combined with gust response amplification. Vortex shedding amplification (resonance) only occurs if the structure is subjected to a more or less steady-state wind velocity over - an extended period of time in which the energy input per unit time is greater than the energy dissipation. This will only occur for wind velocities significantly less than the 85 MPH design wind speed and for time periods significantly greater than 3 seconds (generally on the order of one minute or more). In this particular case, steady-state wind velocities lasting about one minute or more will only occur for wind speed ranges of about 71 MPH or less. Therefore, vortex shedding amplification need not be considered when wind velocity exceeds 71 MPH. For the top one-third of the pole, and at 85 MPH wind velocity, the ratio of vortex shedding frequency to the fundamental frequency is in the range: ratio = 19.95/.4095 = 48.72 to ;ratio = 13.60 / 0.4095 = 33.21 Therefore, at 85 MPH wind speed, the pole will only be subjected to resonant inputs that are in.the range of the 33'd to the 49' harmonic of the fundamental frequency. As a consequence of the foregoing, no dynamic amplification is required for vortex shedding concurrent with 85 MPH 3 -second wind gusting. Use pole drag coefficient, Cg of 0.90 for rough surface of pole including effect of sparsely spaced climbing steps and safety climb apparatus (ref. ASCE 7-98 Table 6-10 for x (qz )1rz Z 2.5). DAVIDSON ENGINEERING CIVIL I STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 150 Foot Pole - Oroville, CA Project Number 417-00 Client: American Tower Corporation -Ronald C. Waddell Sheet No. / Revision No. 296 Covered Bridge Road At; h = 20.00 ft; OD5 = ODbott - ( DRED, x h) = 34.5200 in; At; h = 25.00 ft; OD6 = ODbott - ( DRED, x h) = 33.9000 in; 10 / 1 Rogue River, OR 97537 Calc. by Date: ATC Site Site Name: Tel: (541) 582-8074 Fax: (541) 582-0072 Number: DWD 30 -July -01 Oroville, Butte Internet: www.tower-structures.com 82610 County Pole Wind Loads q2 = 0.00256 x KZ x Kd x V2 x l; where: ; zy = 1200; ;a = 7.0; ; Kd = 0.95; ; V = 85; MPH; ; I = 1.00; z = 15 It; min; ; KZ = 2.01 x (z / zg )2/a Calculated gust response factor for flexible structure; Gf = 1.2984: Pipe is rough with surface irregularities spaced at 24 inches o. c. at 135 degree separation, Use; C/P = 0.90; ; POLE WIND LOADS (ci +0.0' TO +30.00' AGL: Outside Pole Diameter (across flats); ODtop = 33.28 in; ODbott = 37.00 in; Wall Thickness; TH1 = 0.4375 in; L, = 30.00 ft Diameter reduction per foot of height; DRED1 = ( ODbott - ODtop) / L, = 0.124000000 in / ft; Pole Diameters Oa +0.00' to +30.00' (across flats) ; At; h = 0.00 ft; OD, = ODbott - (DRED, x h) = 37.0000 in; At; h = 5.00 ft; OD2 = ODbott - ( DRED, x h ) = 36.3800 in; At; h = 10.00 ft; OD3 = ODbott - ( DRED, x h) = 35.7600 in; At, h = 15.00 ft; OD4 = Mott - ( DRED, x h) = 35.1400 in; At; h = 20.00 ft; OD5 = ODbott - ( DRED, x h) = 34.5200 in; At; h = 25.00 ft; OD6 = ODbott - ( DRED, x h) = 33.9000 in; At; h = 30.00 ft; ODS = ODbott - ( DRED, x h) = 33.2800 in; Distributed Pole Wind Loads t) +0.00' to +30.00' ; Pole force coefficient; Cfp = 0.90 ; At +0.0' to +5.00'; W, = 0.00256 x 2.01 x ( 15 / zg )2Ja x Kd x V2 x I x Gr x C1P x (OD1 +OD2) / 2 / 12 = 36.08 Ibf / ft ; At +5.00' to +10.00'; W2 = 0.00256 x2.01 x ( 15 / zg )2r" x Kd x V2 x 1 x Gr x Ctp x (OD2 +OD3) / 2 112 = 35.471bf / ft ; At +10.00' to +15.00'; W3 = 0.00256 x 2.01 x ( 15 / zg )zra x Kd x V2 x 1 x Gr x C1P x (OD3 +OD4) / 2 112 = 34.86 Ibf / ft ; At + 15.. 00' to +20.00'; W4 = 0.00256 x 2.01 x (17.5 / zg )ya x Kd x V2 x I x G1 x C,p x (OD4 +OD5) / 2 112 = 35.79 lbf / ft; At +20.00' to +25.00' ; W5 = 0.00256 x 2.01 x ( 22.5 / zg )gra x Kd x V2 x I x Gr x C,p x (OD5 +ODs) 12 112 = 37.77 Ibf / ft; At +25.00' to +30.00'; W6 = 0.00256 x 2.01 x ( 27.5 / zg )21a x Kd x V2 x I x Gr x C,p x (OD6 +ODr) / 2 / 12 = 39.28 Ibf / ft; Pole Properties (a) +0.0wall thickness; tw1 =0.4375 in; n = 12; sides At +0.0'; Rol = OD, / 2 / cos(15) = 19.1526; R11 = (ODI- 2 x tw,) / 2 / cos(15) = 18.6997; Areas; Ao, _ (1 / 2) x n x R012 x sin (2x15) = 1100.4673 int ; All= (1 / 2) x n x R112 x sin (2x15) = 1049.034 int; ; net Area ; A, = ((1 / 2) x n x Ro,2 x sin (2x15)) - ((1/ 2) x n x R112 x sin (2x15)) = 51.434 int; ao, = 2 x (OD, / 2) x tan(15) = 9.9141 in; ;all = 2x ((OD, - 2 x tw1)/ 2) x tan(15) = 9.6797 in; Moments of Inertia; lo, = Ao1 x (6 x Roll - ao,2) 124 = 96412.1672 in4 ; 111 = A11 x (6 x R112 -a112) 124 = 87610.5430 in4 net Moment of Inertia; 1, = lo, -111 = 8801.6242 in4 ; net Section Modulus; S, = /I/ Rol = 459.5522 in ; Torsional Moment of Inertia ; ,I1 = 2 x 11 = 17603.2484 in4 ; DAVIDSON ENGINEERING CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 150 Foot Pole - Oroville, CA Project Number 417-00 Client: American Tower Corporation - Ronald C. Waddell Sheet No. I Revision No. 296 Covered Bridge Road 11 / 1 Rogue River, OR 97537 Calc. by Date: ATC Site Site Name: Tel: (541) 582-8074 Fax: (541) 582-0072 Number: DWD 30 -July -01 Oroville, Butte Internet: www.tower-structures.com 82610 county Pole Properties (ED +5.00' wall thickness; tw1 = 0.4375 in; n = 12; sides ; At +5.0'; R02 = OD2 / 2 / cos(15) = 18.8317; R12 = (OD2 - 2 x tw1) / 2 / cos(15) = 18.3787; ; Areas ; A02 =(112) x n x R022 x sin (2x15) = 1063.8958 in2 ; Al2= (1 / 2) x n x R122 x sin (2x15) = 1013.334 int; net Area ; A2 = ( (1 / 2) x n x R02 x sin (2x15)) - ( (1 / 2) x n x 8122 x sin (2x15)) = 50.562 in2; a02 = 2 x (OD2 / 2) x tan(15) = 9.7480 in ; ; a12 = 2 x ((OD2 - 2 x twi)/ 2) x tan(15) = 9.5135 in ; Moments of Inertia; 102 = A02 x (6 x R02 - a022) 124 = 90110.5682 in4 ; 112 = Al2 x (6 x R122 -a122) 124 = 81749.1070 in4 ;net Moment of Inertia; 12= 102-112 = 8361.4612 in4 ; net Section Modulus; S2 = 12 / R02 = 444.0105 in ; Torsional Moment of Inertia ; J2 = 2 x 12 = 16722.9224 in4 Pole Properties (aD- +10.00wall thickness; tw1 =0.4375 in; n = 12; sides ; At•+10.0 ; R03 = OD3 / 2 / cos(15) = 18.5107; R13 = (OD3 - 2 x tw1) / 2 / cos(15) = 18.0578; ;Areas; A03 = (1 / 2) x n x R032 x sin (2x15) = 1027.9423 in ; A13 = (1 / 2) x n x R13 2 x sin (2x15) = 978.253 in2; net Area ; A3 = ( (1 / 2) x n x R032 x sin (2x15)) - ((1/ 2) x n x R132 x sin (2x15)) = 49.689 in2; a03 = 2 x (OD3 / 2) x tan(15) = 9.5819 in ; ; a13 = 2 x ((OD3 - 2 x tw1)/ 2) x tan(15) = 9.3474 in; Moments of Inertia; 103 = A03 x (6 x R032 - a032) 124 = 84123.0460 in4 ; 113 = A13 x (6 x R132 -a132) 124 = 76186.8221 in4 ;net Moment of Inertia; 13= 103-113 = 7936.2240 in4; net Section Modulus; S3 = 13 / R03 = 428.7362 in3 , ; Torsional Moment of Inertia; J3 = 2 x 13 = 15872.4479 in4 ; Pole Properties (W +15.00' wall thickness; tw1 =0.4375 in; n = 12; sides ; At +15.0; R04 = OD4 / 2 / cos(15) = 18.1898; R14 = (OD4 - 2 x tw1) / 2 / cos(15) = 17.7369; ; Areas ; A04 =(112) x n x R042 x sin (2x15) =992.606 in ; A14 = (1 / 2) x n x R14 2 x sin (2x15) = 943.790 in2; net Area ; A4 = ( (1 / 2) x n x R042 x sin (2x15)) - ((1/ 2) x n x R142 x sin (2x15)) = 48.817 in2; a04 = 2 x (OD4 / 2) x tan(15) = 9.4157 in; ; a14 = 2 x ((OD4 - 2 x tw1)/ 2) x tan(15) = 9.1813 in; Moments of Inertia; 104 = A04 x (6 x R042 - a042) 124 = 78438.9873 in4 ; 114 = A14 x (6 x R142 - a142) / 24 = 70913.3323 in4 net Moment of Inertia; 14 = 104 -114 = 7525.6550 in4 ; net Section Modulus; S4 = 14 / R04 = 413.7293 in Torsional Moment of Inertia; J4 = 2 x 14 = 15051.3100 in4; Pole Properties (aD +20.00' wall thickness; tw1 =0.4375 in; n = 12; sides ; At +20.0'; R05 = OD5 / 2 / cos(15) = 17.8689; R15 = (ODs - 2 x tw1) / 2 / cos(15) = 17.4159; ;Areas; A05 =(112) x n x R052 x sin (2x15) = 957.8892 in2 ; A15= (1 / 2) x n x R152 x sin (2x15) = 909.944 in2; ; net Area ; A5 = ((1 / 2) x n x R052 x sin (2x15)) - ((1 / 2) x n x R152 x sin (2x15)) =47.94 in2; ; ao5 = 2 x (OD5 / 2) x tan(15) = 9.2496 in; ; al5 = 2 x ((ODs - 2 x tw1)/ 2) x tan(15) = 9.0152 in; ; Moments of Inertia; 105 = A05 x (6 x R052 - a052) 124 = 73047.9609 in4 ; 115 = A15 x (6 x 8152 - a152) 124 = 65918.4641 in4 ;net Moment of Inertia; 15= 105-115 = 7129.4968 in4 ; net Section Modulus; S5 = 15 / R05 = 398.9899 in ; Torsional Moment of Inertia; J5 = 2 x 15 = 14258.9936 in4 ; DAVIDSON ENGINEERING CIVIL I STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 150 Foot Pole — Oroville, CA Project Number 417-00 Client: American Tower Corporation — Ronald C. Waddell Sheet No. / Revision No. 296 Covered Bridge Road Rogue River, OR 97537 12 1 1 Calc. by Date: ATC Site Site Name: Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 30 -July -01 Number: Oroville, Butte Internet: www.tower-structures.com 82610 county Pole Properties tial +25.00' wall thickness; tw1 = 0.4375 in; n = 12; sides ; At +25.0; R06 = ODs / 2 / cos(15) = 17.5479: R16 = (ODs — 2 x tw1) / 2 / cos(15) = 17.0950; ; Areas; A06 = (1 / 2) x n x R062 x sin (2x15) = 923.7897 int ; A16 = (1 / 2) x n x R162 x sin (2x15) = 876.717 int; ; net Area ; A6 = ( (1 / 2) x n x R06 x sin (2x15)) - ((1/ 2) x n x R162x sin (2x15)) = 47.073 int; ; a06 = 2 x (OD6 / 2) x tan(15) = 9.0835 in; ; a16 = 2 x ((ODs — 2 x twt)/ 2) x tan(15) = 8.8490 in ; ; Moments of Inertia; 106 = A06 x (6 x R06 — a062) 124 = 67939.7183 in4 ; 116 = A16 x (6 x R162 — a162) 124 = 61192.2263 in4 ; ;net Moment of Inertia; 16= 106-116 = 6747.4920 in4 ; net Section Modulus; S6 = 16 / Ro6 = 384.5178 in ; ; Torsional Moment of Inertia ; J6 = 2 x 16 = 13494.9840 in4 ; Pole Properties A +30.00' wall thickness; twl = 0.4375 in; n = 12; sides At +30.0,- Ro7.=OD7/2/cos(15) = 17.2270; R17=(OD7-2xtw1)/2/cos(15) = 16.7741; Areas; A07 = (1 / 2) x n x R072 x sin (2x15) = 890.3081 int; A17= (1 / 2) x n x R,72 x sin (2x15) =844.10 int; net Area ; A7 = ( (1 / 2) x n x Ro72 x sin (2x15)) - ((1 / 2) x n x R172 x sin (2x15)) = 46.201 int; ;a07 = 2x (OD7 / 2) x tan(15) = 8.9173 in; ;a17 = 2x ((OD7 — 2 x tw1)/ 2) x tan(15) = 8.6829 in; ; Moments of Inertia; 107 = A07 x (6 x R07 — ao72) 124 = 63104.1934 in4 ; In = A17 x (6 x R172 — a172) 124 = 56724.8103 in4 ; ;net Moment of Inertia; 17= /07—/17 = 6379.3830 in4; net Section Modulus; S7 = 17 / R07 = 370.3132 in3 ; ; Torsional Moment of Inertia ; J7 = 2 x 17 = 12758.7661 in4 ; DAVIDSON ENGINEERING CIVIL I STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 150 Foot Pole - Oroville, CA Project Number 417-00 Client: American Tower Corporation -Ronald C. Waddell Sheet No. / Revision No. 296 Covered Bridge Road At, h = 45.00 ft; OD11 = ODbott - ( DRED2 x (h - 30)) = 31.5138 in; At; h = 50.00 ft; OD12 = ODbott - ( DRED2 x (h - 30)) = 30.6750 in; 13 1 / Rogue River, OR 97537 Calc. by Date: ATC Site Site Name: At; h = 70.00 ft; OD16 = ODbott - ( DRED2 x (h - 30)) = 27.3200 in; At +60.00' to +65.00'; Tel: (541) 582-8074 Fax: (541) 582-0072 x Kd x V2 x I x Gf x Cfp x (OD14 +OD15) / 2 112 = 42.251&/ ft; ;At+65.00'to+70.00'; Number: Cfp x(OD15+OD16)/2 /12=41.92lbf/ft; DWD 30 -July -01 Oroville, Butte Internet: www.tower-structures.com 82610 County POLE WIND LOADS (a) +30.0' TO +70.00' AGL: ; Outside Pole Diameter (across flats); ODtop = 27.32 in; ODbott = 33.28 + 2 x.375 = 34.03 in; Wall Thickness; TH2 = 0.375 in ; L2 = 40.00 ft ;Diameter reduction per foot of height; DRED2 = (ODbott- ODtop) / L2 = 0.167750000 in / ft ; Pole -Diameters (Zi) +30.00' to +70.00' (across flats) At; h = 30.00 ft; ODs = ODbott - ( DRED2 x (h - 30) ) = 34.0300 in; At; h = 35.00 ft; OD9 = ODbott - ( DRED2 x (h - 3o) ) = 33.1913 in; At; h = 40.00 ft; OD10 = ODbott - (DRED2 x (h - 30)) = 32.3525 in; At, h = 45.00 ft; OD11 = ODbott - ( DRED2 x (h - 30)) = 31.5138 in; At; h = 50.00 ft; OD12 = ODbott - ( DRED2 x (h - 30)) = 30.6750 in; At; h = 55.00 ft; OD13 = ODbott - ( DRED2 x (h - 30)) = 29.8363 in; At, h = 60.00 ft; OD14 = ODbott - ( DRED2 x (h - 30)) = 28.9975 in; At; h = 65.00 ft; OD15 = ODbott - ( DRED2 x (h - 30)) = 28.1588 in; At; h = 70.00 ft; OD16 = ODbott - ( DRED2 x (h - 30)) = 27.3200 in; Distributed Pole Wind Loads (W +0.00' to +30.00' ; Pole force coefficient; Cfp = 0.90; At +30.0' to +35.00'; W8 = 0.00256 x 2.01 x ( 32.5 /zg )2/a x Kd x V2 x I x Gf x Cfp x (OD8 +OD9) / 2 / 12 = 41.22 lbf/ ft ; ; At +35.00' to +40.00' ; W9 = 0.00256 x2.01 x ( 37.5 / zg )2/a x Kd x V2 x I x Gf x Cfp x (ODs +ODto) / 2 / 12 = 41.87 Ibf / ft ; ; At +40.00' to +45.00'; W10 = 0.00256 x2.01 x ( 42.5 / zg )21a x Kd x V2 x I x Gf x Cfp x (OD10 +OD11)12 112 = 42.29 /bf/ ft; ;At+45..00'to+50.00'; W11 = 0.00256x2.01 x(47.5/zg)21axKdxV2xlxGfxCtpx(OD11+OD12)/2 /12=42.50/bf/ft; ;At+50.00'to+55.00'; W12'= 0.00256x2.01x(52.5/zg)2/axKdxV2xIxGfx Cfp x(OD12+OD13)/2112=42.561bf/ft; At +55.00' to +60.00'; W13 = 0.00256 x2.01 x ( 57.5 / zg )2/a x Kd x V2 x I x Gf x Cfp x (OD13 +OD14) / 2 112 = 42.47 lbf / ft; At +60.00' to +65.00'; W14 = 0.00256 x 2.01 x ( 62.5 / zg )2/a x Kd x V2 x I x Gf x Cfp x (OD14 +OD15) / 2 112 = 42.251&/ ft; ;At+65.00'to+70.00'; W15 = 0.00256x2.01x(67.5/zg)yaxKdxV2xIxGfx Cfp x(OD15+OD16)/2 /12=41.92lbf/ft; Pole Properties (a) +30.00wall thickness; tw2 = 0. 375 in; n = 12; sides ; At +30.00'; R08 = ODs / 2 / cos(15) = 17.6152; R18 = (ODs - 2 x tH,2) / 2 / cos(15) = 17.6152; ;Areas; Aos =(I / 2) x n x R082 x sin (2x15) =930.888 in ; A18 = (1 / 2) x n x R182 x sin (2x15) = 930.888 in2; ;net Area; A8 = ((1 / 2) x n x R 08 2 x sin (2x15)) - ((1 / 2) x n x R182 x sin (2x15)) = 0.000 in2; ao8 = 2 x (ODs / 2) x tan(15) = 9.1183 in; ; a18 = 2 x ((ODs - 2 x tw2)/ 2) x tan(15) = 9.1183 in; Moments of Inertia; 108 = A08 x (6'x Ro82 - ao82) 124 = 68987.8715 in4 ; It8 = A18 x (6 x R182 - a182) 124 = 68987.8715 in ; ;net Moment of Inertia; 18= 108-118 = 0.0000 in4 ; net Section Modulus; S8 = Is / Roe = 0.0000 in ; ; Torsional Moment of Inertia; J8 = 2 x 18 = 0.0000 in ; DAVIDSON ENGINEERING CIVIL I STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 150 Foot Pole - Oroville,CA Project Number 417-00 Client: American Tower Corporation - Ronald C. Waddell Sheet No. I Revision No. 296 Covered Bridge Road 14 1 1 Rogue River, OR 97537 Calc. by Date: ATC Site Site Name: Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 30 -July -01 Number: Oroville, Butte Internet: www.tower-structures.com 82610 County Pole Properties A +35.00wall thickness; tw2 = 0.375 in; n = 12; sides ; At +35.0, Rog = OD9 / 2 / cos(15) = 17.1811; Rig = (ODg - 2 x tw2)/ 2 / cos(15) = 16.7928; ; Areas ; Aog =(112) x n x Rog2 x sin (2x15) = 885.5660 int ; Ars = (1 / 2) x n x R 19 x sin (2x15) = 845.997 inz; ; net Area ; Ag = ( (1 / 2) x n x Rog2 x sin (2x15)) - ( (1 / 2) x n x R/92 x sin (2x15)) = 39.569 in 2; ; aog = 2 x (ODs / 2) x tan(15) = 8.8936 in ; ; a,g = 2 x ((OD9 - 2 x tw2)/ 2) x tan(15) = 8.6926 in ; ; Moments of Inertia; log = Aog x (6 x Rog2 - ao92) / 24 = 62433.7445 in4 ; lig = A19 x (6 X R192 - a192) / 24 = 56979.0584 in4 ; net Moment of Inertia; Ig = log - lig = 5454.6861 in4 ; net Section Modulus; S9 = Ig / Rog = 317.4826 in ; ; Torsional Moment of Inertia ; J9 = 2 x Ig = 10909.3723 in4 ; Pole Properties 6D +40.00' wall thickness; tw2 =0.375 in; n = 12; sides ; At +40.0'; Rojo = OD,o / 2 / cos(15) = 16.7469; R110 = (ODjo - 2 x tw2) / 2 / cos(15) = 16.3587; Areas; Ao,o = (1 / 2) x n x Rojo x sin (2x15) =841.3746 int; Allo = (1 / 2) x n x R1102 x sin (2x15) = 802.817 in 2; ; net Area ; A,o = ((1 / 2) x n x Ro,o2 x sin (2x15)) - ((1 / 2) x n x R,1o2 x sin (2x15)) = 38.558 int; ; aojo = 2x (OD,o / 2) x tan(15) = 8.6688 in; ; a,jo = 2x ((ODjo - 2 x twat/ 2) x tan(15) = 8.4679 in; ; Moments of Inertia; lojo = Aojo x (6 x Rojo - aojo2) 124 = 56358.0986 in4 ; Ino = Allo x (6 x R1102 - a„o2) 124 = 51311.0272 in4 , ; net Moment of Inertia; l,o = Iwo- Ino = 5047.0714 in4 ; net Section Modulus; S10 = I jo / Rojo = 301.3737 in ; ; Torsional Moment of Inertia; Jjo = 2 x ljo = 10094.1428 in4 ; Pole Properties A +45.00' wall thickness; tw2 = 0.375 in; n = 12; sides ; At +45.0'; Rol j = ODj, / 2 / cos(15) = 16.3127; Rill = (OD11- 2 x twa) / 2 / cos(15) = 15.9245; Areas; Ao11 = (1 / 2) x n x R0112 x sin (2x15) = 798.3142 int ; A,j 1 = (1 / 2) x n x R,112 x sin (2x15) = 760.768 int; ;net Area; A„ = ((1 / 2) x n x Ro„2 x sin (2x15)) -((112)x n x R,,,2 x sin (2x15)) = 37.546 int; ; ao11 = 2x (ODI j / 2) x tan(15) = 8.4441 in; ; a,,, = 2x ((ODj j - 2 x tw2/ 2) x tan(15) = 8.2431 in; Moments of Inertia; lo„ = Ao„ x (6 x R0112 - ao1 j2) 124 = 50737.0592 in4 ; 1111 = An, x (6 x Rill - a,112) 124 = 46076.7717 in4 ; net Moment of Inertia; Ij, = /oil -1,,, = 4660.2875 in4 ; net Section Modulus; S„ = 111 / Rojj = 285.6843 in3 ; Torsional Moment of Inertia; J11 = 2 x 1,1 = 9320.5750 in4 ; Pole Properties ta'�_ +50.00' wall thickness; tw2 = 0.375 in; n = 12; sides ; At+50.00; Ro12 = CDI2/2/cos(15) = 15.8785; R112 = (CD12-2 xtwat /2/cos(15) = 15.4903; Areas; A012 = (1/ 2) x n x R012 x sin (2x15) = 756.3849 int ; A112 = (1 / 2) x n x R,122 x sin°(2x15) = 719.850 int; net Area; Al2 = ((1 / 2) x n x R0122 x sin (2x15)) - ((1 / 2) x n x R1122 x sin (2x15)) = 36.535 int; ao12 = 2 x (OD12 / 2) x tan(15) = 8.2193 in; ; a112 = 2 x ((OD12 - 2 x tw2)/ 2) x tan(15) = 8.0184 in; Moments of Inertia; 1012 = A012 x (6 x Ro122 - ao122) / 24 . = 45547.3626 in4 ; 1112 = A112 x (6 x R,122 - a1122) 124 = 41253.5746 in4 ;net Moment of Inertia; 112= 1012-1112 = 4293.7881 in4 ; net Section Modulus; S12 = 112 / RoI2 = 270.4144 in ; Torsional Moment of Inertia; J12 = 2 x 112 = 8587.5762 in4 ; DAVIDSON ENGINEERING CIVIL I STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 150 Foot Pole'- Oroville,CA Project Number 417-00 Client: American Tower Corporation - Ronald C. Waddell Sheet No. / Revision No. 296 Covered Bridge Road 15 / 1 Rogue River, OR 97537 Calc. by Date: ATC Site Site Name: Tel: (541) 582-8074 Fax: (541) 582-0072 Number: DWD 30 -July -01 Oroville, Butte Internet: www.tower-structures.com 82610 County Pole Properties A +55.00' wall thickness; tw2 = 0.375 in; n = 12; sides At +55.00; Ro13 = OD13 / 2 / cos(15) = 15.4444; R113 = (OD13 - 2 x t, ,2) / 2 / cos(15) = 15.0562; Areas; Ao13 = (1 / 2) x n x R0132 x sin (2x15) =715.5866 in ; A113 = (1 / 2) x n x R1132 x sin (2x15) = 680.063 in2; net Area ; A13 = ( (1 / 2) x n x R0132 x sin (2x15)) - ( (1 / 2) x n x R1132 x sin (2x15)) = 35.524 in2; ao13 = 2 x (OD13 / 2) x tan(15) = 7.9946 in; ; a113 = 2 x ((OD13 - 2 x tw2)12) x tan(15) = 7.7936 in; Moments of Inertia; 1013 = A013 x (6 x Ro132 - ao132) 124 = 40766.3566 in4 ; 1113 = A113 x (6 x R1132 - a1132) 124 = 36819.3299 in4 ; ;net Moment of Inertia; 113= 1013-1113 = 3947.0267 in4 ; net Section Modulus; S13 = 113 / Ro13 = 255.5640 in ; ; Torsional Moment of Inertia ; J13 = 2 x 113 = 7894.0535 in4 ; Pole Properties (W +60.00wall thickness; tw2 = 0.375 in; n = 12; sides At +60.00',' R014=OD14/2/cos(15) = 15.0102: R114 =(OD14-2xtw2 )/2/cos(15) = 14.6220; ;Areas; Ao14 =(112)x n x RO142 x sin (2x15) = 675.9193 in2 ; A114= (1 / 2) x n x R1142 x sin (2x15) =641.40 in2; ; net Area ; A14 = ((1 / 2) x n x Ro142 x sin (2x15)) - ((1 / 2) x n x R1142 x sin (2x15)) = 34.512 in2; ao14 = 2 x (OD14 / 2) x tan(15) = 7.7699 in ; ; a114 = 2 x ((OD14 - 2 x tw2)/ 2) x tan(15) = 7.5689 in ; Moments of Inertia; 1014 = Ao14 x (6 x Ro142 - a0142) 124 = 36371.9996 in4 ; 1114 = A114 x (6 x R1142 - a1142) 124 = 32752.5425 in4 , net Moment of Inertia; 114 = 1014 -1114 = 3619.4571 in4 ; net Section Modulus; S14 = 114 / Ro14 = 241.1330 in Torsional Moment of Inertia ; J14 = 2 x 114 = 7238.9143 in4 ; Pole Properties (a) +65.00' wall thickness; tw2 = 0.375 in; n = 12; sides ; At +65.00; Ro15 = 0D15 / 2 / cos(15) = 14.5760; R115 = (OD15 - 2 x tw2)12 / cos(15) = 14.1878; Areas; A015 = (1 / 2) x n x R0152 x sin (2x15) = 637.3830 in2 ; A115 = (1 / 2) x n x R1152 x sin (2x15) = 603.882 in2; ; net Area ; A15 = ((1 / 2) x n x Ro152 x sin (2x15)) - ((1 / 2) x n x R1152 x sin (2x15)) = 33.501 in2; ; ao15 = 2 x (OD15 / 2) x tan(15) = 7.5451 in; ; a115 = 2 x ((OD15 - 2 x tw2)/ 2) x tan(15) = 7.3442 in; ; Moments of Inertia; 1015 = A015 x (6 x R0152 - ao152) 124 = 32342.8612 in4 ; 1115 = A115 x (6 x R1152 -a1152) 124 = 29032.3284 in4 net Moment of Inertia; 115 = lo15-1,15 = 3310.5328 in4 ; net Section Modulus; S15= 115 /Ro15 = 227.1215 in3 ; Torsional Moment of Inertia ; J15 = 2 x 115 = 6621.0657 in4 ; Pole Properties O. +70.00' wall thickness; tw2 = 0.375 in; n = 12; sides At +70. oo'; Ro16 = OD16 / 2 / cos(15) = 14.1419; R„e = (OD16 - 2 x tw2) / 2 / cos(15) = 13.7536; Areas; Ao16 = (1 / 2) x n x Ro162 x sin (2x15) = 599.9777 in2 ; A116 = (1 / 2) x n x R1162 x sin (2x15) = 567.488 in2; net Area ; A16 = ( (1 / 2) x n x R0162 x sin (2x15)) - ( (1 / 2) x n x R1162 x sin (2x15)) = 32.490 in2; ao16 = 2 x (OD16 / 2) x tan(15) = 7.3204 in; ; a116 = 2 x ((OD16 - 2 x tw2)/ 2) x tan(15) = 7.1194 in; ; Moments of Inertia; 1016 = A016 x (6 x Ro162 - ao162) 124 = 28658.1221 in4 ; 1116 = A116 x (6 x R1162 -a1162) 124 = 25638.4146 in4 net Moment of Inertia; 116 = 1016 - 416 = 3019.7075 in4 ; net Section Modulus; S16 = 116 / Ro16 = 213.5295 in3 Torsional Moment of Inertia; J16 = 2 x 116 = 6039.4150 in4 ; DAVIDSON ENGINEERING CIVIL I STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 150 Foot Pole - Oroville,CA Project Number 417-00 Client: American Tower Corporation -Ronald C. Waddell Sheet No. / Revision No. 296 Covered Bridge Road At; h = 85.00 ft; OD20 = ODbott - ( DRED3 x (h - 70)) = 25.4231 in; At; h = 90.00 ft; OD21 = ODbott - ( DRE03 x (h - 70)) = 24.5825 in ; 16 / 1 Rogue River, OR 97537 Calc. by Date: ATC Site Site Name: At; h = 110.00 ft; OD25 = ODbott - (DRED3 x (h - 70)) = 21.2200 in; Tel: (541)'582-8074 Fax: (541) 582-0072 Number: DWD 30 -July -01 Oroville, Butte Internet: www.tower-structures.com 82610 County POLE WIND LOADS (a) +70.0' TO +110.00' AGL; ;Outside Pole Diameter (across flats); ODtop = 21.22 in; ODbott = 27.32 + 2 x .3125 = 27.945 in ; Wall Thickness; TH3 = 0.3125 in ; L3 = 40.00 ft ;Diameter reduction per foot of height; DRED3 = (ODbott - ODtop) / L2 = 0.168125000 in / ft ; Pole Diameters (a) to +110.00' (across flats) ;At,* h = 70.00 ft; OD17 = ODbott - (DRED3 x (h - 70)) = 27.9450 in; At, h = 75.00 ft; OD18 = ODbott - ( DRED3 x (h - 70)) = 27.1044 in; At, h = 80.00 ft; OD19 = ODbott - ( DRED3 x ( h - 70)) = 26.2638 in ; At; h = 85.00 ft; OD20 = ODbott - ( DRED3 x (h - 70)) = 25.4231 in; At; h = 90.00 ft; OD21 = ODbott - ( DRE03 x (h - 70)) = 24.5825 in ; At; h = 95.00 ft; OD22 = ODbott - ( DRE03 x (h - 70)) = 23.7419 in; At; h = 100.00 ft; OD23 = ODbott - ( DRED3 x (h - 70)) = 22.9012 in ; At; h = 105.00 It ; OD24 = ODbott - ( DRED3 x (h - 70)) = 22.0606 in ; At; h = 110.00 ft; OD25 = ODbott - (DRED3 x (h - 70)) = 21.2200 in; Distributed Pole Wind Loads (u_ +70.00' to +110.00' ;Pole force coefficient; Cfp = 0.90; ; At +70.0'to +75.00'; W17 = 0.00256x2.01 x(72.5/zg)2laxKdxV xIxGfxCtpx(OD17+OD18)/2 /12 = 42.461bfIft; ; At +75.00' to +80.00'; W18 = 0.00256 x 2.01 x ( 77.5 / zg )2/a x Kd x V x I x Gr x Cfp x (OD18 +OD1g) / 2 / 12 = 41.95 lbf / ft; ; At +80.00' to +85.00' ; W19 = 0.00256 x 2.01 x (82.5 / zg )2la x Kd x V x I x G f x Ctp x (OD 19 +OD2o) / 2 / 12 = 41.36 lbf / ft ; ; At +85.00' to +90.00' ; W20 = 0.00256 x 2.01 x ( 87.5 / zg )-a x Kd x Vf x I x G f x Ctp x (OD2o +OD21) / 2 / 12 = 40.70 lbf / ft; ; At +90.00' to +95.00' ; W21 = 0.00256 x 2.01 x ( 92.5 / zg )2/a x Kd x V x I x G f x Cfp x (OD21 +OD22) / 2 112 = 39.961&/ ft; ; A t +95.00' to + 100.00' ; W22 = 0.00256 x 2.01 x (97.5 / zg )gra x Kd x V2 x I x G f x CfP x (OD22 +OD23) / 2 / 12 = 39.15 /bf / ft; ; At +100.00' to +105.00' ; W23 = 0.00256 x 2.01 x ( 102.5 / zg )?1a x Kd x V x 1 x G f x Cfp x (OD23 +OD24) / 2 112 = 38.281bf / ft ; ; At +105.00' to +110.00' ; W24 = 0.00256 x 2.01 x ( 107.5 / zg )2la x Kd x V x 1 x G f x Cfp x (OD24 +OD25) / 2 112 = 37.36 /bf / ft ; Pole Properties A +70.00wall thickness; tw3 = 0.3125 in; n = 12; sides; ;At+70.0; Ro17=OD17/2/cos(15) = 14.4654; R117=(OD17-2xtw3)/2/cos(15) = 14.1419; ;Areas; A017 = (1 / 2) x n x RO172 x sin (2x15) =627.7431 in ; At17 = P/ 2) x n x Rt 172 x sin (2x15) = 599.978 in2; ; net Area ; A17 = ((1 / 2) x n x Ro172 x sin (2x15)) - ((1 / 2) x n x R1172 x sin (2x15)) = 27.765 in2; ao17 = 2 x (OD17 / 2) x tan(15) = 7.4878 in; ; at17 = 2 x ((OD17 - 2 x tw3)/ 2) x tan(15) = 7.3204 in; Moments of Inertia; 1017 = A017 x (6 x Ro172 - ao172) 124 = 31371.9421 in ; I117 = A117 x (6 x R1172 - a1172) 124 = 28658.1221 in ; ;net Moment of Inertia; /17= /017-/117 = 2713.8200 in ; net Section Modulus; S17 = 117 / Rol7 = 187.6077 in ; 4 Torsional Moment of Inertia; ,117 = 2 x 117 = 5427.6400 in ; DAVIDSON ENGINEERING CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 150 Foot Pole - Oroville, CA Project Number 417-00 Client: American Tower Corporation - Ronald C. Waddell Sheet No. I Revision No. 296 Covered Bridge Road Rogue River, OR 97537 17 / 1 Calc. by Date: ATC Site Site Name: Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 30 -July -01 Number: Oroville, Butte Internet: www.tower-structures.com 82610 County Pole Properties A +75.00wall thickness; tw3 = 0.3125 in; n = 12; sides ;At+75.0'; Ro18=0D18/2/cos(15) = 14.0303; Rim=(0D18-2xtw3)/2/cos(15) = 13.7067; ; Areas ; A018 =(112)x n x Ro182 x sin (2x15) = 590.5443 int ; A118 = (1 / 2) x n x R1182 x sin (2x15) = 563.624 int; ; net Area ; A18 = ((1 / 2) x n x Ro182 x sin (2x15)) - ( (1 / 2) x n x R1182 x sin (2x15)) = 26.921 int; ; ao19 = 2 x (OD18 / 2) x tan(15) = 7.2626 in; ; a118 = 2 x ((OD1e - 2 x tw3)/ 2) x tan(15) = 7.0951 in ; ; Moments of Inertia; Io18 = Ao18 x (6 x Ro1e2 - a0182) 124 = 27764.0321 in4 ; 1118 = A118 x (6 x R1182 - a1182) 124 = 25290.4100 in4 ; ; net Moment of Inertia; Ile = lo18 - 68 = 2473.6222 in4 ; net Section Modulus; Ste = 118 / Ro18 = 176.3063 in ; Torsional Moment of Inertia; JIB = 2 x 118 = 4947.2443 in4 ; Pole Properties (aD +80.00' wall thickness; tw3 = 0.3125 in; n = 12; sides ;At+80.0; Ro19=0D19/2/cos(15) = 13.5951; 8119=(0D19-2xtw3)/2/cos(15) = 13.2716; ; Areas; Ao1g = (1 / 2) x n x Ro1g2 x sin (2x15) = 554.4817 int; A119 = (1 / 2) x n x R1192 x sin (2x15) = 528.406 int; ; net Area ; A19 = ( (1 / 2) x n x Ro192 x sin (2x15)) - ((1/ 2) x n x R1192 x sin (2x15)) = 26.076 int; ; aolg = 2 x (OD19 / 2) x tan(15) = 7.0374 in; ; alis = 2 x ((0D1g - 2 x tw3)/ 2) x tan(15) = 6.8699 in; ; Moments of Inertia; 1019 = A019 x (6 x Ro1g2 - ao192) 124 = 24476.6452 in4 - 1119 = Al1g x (6 x R1192 - a1192) 124 = 22228.6117 in4 ; ;net Moment of Inertia; /19= Iola -1119 = 2248.0335 in4 ; net Section Modulus; Sig = 119 / Roig = 165.3559 in ; ; Torsional Moment of Inertia; Jig = 2 x 119 = 4496.0669 in4 ; Pole Properties tai_ +85.00' wall thickness; .tw3 = 0.3125 in; n = 12; sides ; At +85.0; R020 = OD2o / 2 / cos(15) = 13.1600; R120 = (OD20 - 2 x tw3) / 2 / cos(15) = 12.8365; ; Areas; A020 = (1 / 2) x n x Ro2o2 x sin (2x15) = 519.5551 int; A120 = (1 / 2) x n x R1202 x sin (2x15) = 494.324 int; ; net Area ; A20 = ( (1 / 2) x n x R020 x sin (2x15)) - ((1/ 2) x n x 81202 x sin (2x15)) = 25.231 int; ; a02o = 2 x (OD20 / 2) x tan(15) = 6.8121 in; ; a120 = 2 x ((OD20 - 2 x tw3)/ 2) x tan(15) = 6.6446 in; ; Moments of Inertia; 1020 = A020 x (6 x R020 - a02o2) 124 = 21490.2110 in4 ; 1120 = A120 x (6 x R1202 - a1202) 124 = 19453.6155 in4 ; ; net Moment of Inertia; 120 = 1020-1120 = 2036.5955 in4 ; net Section Modulus; S20 = 120 / RO20 = 154.7568 in3 ; ; Torsional Moment of Inertia; J20 = 2 x 120 = 4073.1910 'in4 ; Pole Properties (aD +90.00' wall thickness; tw3 = 0.3125 in; n = 12; sides ; At +90.00; R021 = OD21 / 2 / cos(15) = 12.7248; R121 = (0D21- 2 x tw3) / 2 / cos(15) = 12.4013; Areas; A021 = (1 / 2) x n x R0212 x sin (2x15) = 485.7645 int ; A121 = (1 / 2) x n x R1212 x sin (2x15) = 461.378 in 2; net Area ; A21 = ( (1 / 2) x n x R0212 x sin (2x15)) - ( (1 / 2) x n x R1212 x sin (2x15)) = 24.387 int; x021 = 2 x (OD21 / 2) x tan(15) = 6.5869 in; ; a121 = 2 x ((OD21- 2 x tw3)/ 2) x tan(15) = 6.4194 in; Moments of Inertia; 1021 = A021 x (6 x R0212 - a0212) 124 = 18785.7760 in4 ; 1121 = A121 x (6 x R1212 - a1212) 124 = 16946.9261 in4 ; net Moment of Inertia; 121= I021-1121 = 1838.8499 in4 ; net Section Modulus; S21 = 121 / R021 = 144.5087 in3 Torsional Moment of Inertia ; J21 = 2 x 121 = 3677.6998 in4 ; DAVIDSON ENGINEERING CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 150 Foot Pole- Oroville, CA Project Number 417-00 Client: American Tower Corporation -Ronald C. Waddell Sheet No. / Revision No. 296 Covered Bridge Road 18 / 1 Rogue River, OR 97537 Calc. by Date: ATC Site Site Name: Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 30 -July -01 Number: Oroville, Butte Internet: www.tower-structures.com 82610 county Pole Properties (ci) +95.00' wall thickness; tw3 = 0.3125 in; n = 12; sides ; At +95.00"- R022 = OD22 / 2 / cos(15) = 12.2897; R122 = (OD22 - 2 x tw3) / 2 / cos(15) = 11.9662; ; Areas; A022 = (1 / 2) x n x R022 x sin (2x15) =453.1101 int; A122 = (1 / 2) x n x R1222 x sin (2x15) = 429.568 int; ; net Area ; A22 = ( (1 / 2) x n x R0222 x sin (2x15)) - ( (1 / 2) x n x 81222 x sin (2x15)) = 23.542 int; ; a022 = 2 x (OD22 / 2) x tan(15) = 6.3616 in ; ; a122 = 2 x ((OD22 - 2 x tw3)/ 2) x tan(15) = 6.1941 in ; ; Moments of Inertia; 1022 = A022 x (6 x R0222 - a0222) 124 = 16345.0030 in4 ; 1122 = A122 x (6 x R1222 - a1222) 124 = 14690.6647 in4 ; ; net Moment of Inertia; 122 = 1022-1122 = 1654.3383 in4 ; net Section Modulus; S22 = 122 / Ro22 = 134.6118 in ;Torsional Moment of Inertia; J22 = 2 x I22 = 3308.6766 in4 ; Pole Properties C& +100.00wall thickness; tw3 = 0.3125 in; n = 12; sides At +100.00,- R023 = OD23 / 2 / cos(15) = 11.8546: R123 = (OD23 - 2 x tw3) / 2 / cos(15) = 11.5310; Areas; A023 = (1 / 2) x n x R023 x sin (2x15) = 421.5917 int; A123 = (1 / 2) x n x R1232 x sin (2x15) = 398.894 int; net Area ; A23 = ( (1 / 2) x n x R0232 x sin (2x15)) - ((1 / 2) x n x 81232 x sin (2x15)) = 22.697 int; a023 = 2 x (OD23 / 2) x tan(15) = 6.1364 in ; ; a123 = 2 x ((OD23 - 2 x tw3)/ 2) x tan(15) = 5.9689 in ; Moments of Inertia; 1023 = A023 x (6 x Ro232 - a0232) 124 = 14150.1714 in4 ; 1123 = A123 x (6 x R1232 - a1232) 124 = 12667.5691 in4 ;net Moment of Inertia; 123= 1023-1123 = 1482.6023 in4 ; net Section Modulus; S23= 123 / RO23 = 125.0660 in ; ; Torsional Moment of Inertia ; J23 = 2 x 123 = 2965.2046 in4 ; Pole Properties (W +105.00' wall thickness; tw3 =0.3125 in; n = 12; sides At +105.00; R024 = OD24 / 2 / cos(15) = 11.4194; R124 = (OD24 - 2 x tw3) / 2 / cos(15) = 11.0959; ;Areas; A024 = (1 / 2) x n x R0242 x sin (2x15) =391.2094 int ; A124 = (1 / 2) x n x R1242 x sin (2x15) = 369.357 int; net Area ; A24 = ( (1 / 2) x n x R0242 x sin (2x15)) - ( (1 / 2) x n x 81242 x sin (2x15)) = 21.853 int; a024 = 2 x (OD24 / 2) x tan(15) = 5.9111 in ; ; a124 = 2 x ((OD24 - 2 x tw3)/ 2) x tan(15) = 5.7437 in ; Moments of Inertia; 1024 = A024 x (6 x R0242 - a0242) 124 = 12184.1770 in4 ; 1/24 = A124 x (6 x 81242 -a1242) 124 = 10860.9935 in4 ; net Moment of Inertia; 124 = 1024 -1124 = 1323.1835 in4 ; net Section Modulus; S24 = 124 / R024 = 115.8713 in ; Torsional Moment of Inertia; J24 = 2 x 124 = 2646.3670 in4 ; Pole Properties (a) +110.00' wall thickness; tw3 = 0.3125 in; n = 12; sides At +110.00; R025 = OD25 / 2 / cos(15) = 10.9843; R125 = (OD25 - 2 x tw3) / 2 / cos(15) = 10.6608; Areas; A025 = (1 / 2) x n x R0252 x sin (2x15) = 361.9632 int ; A125 = (1 / 2) x n x R1252 x sin (2x15) = 340.955 int; net Area ; A25 = ( (1 / 2) x n x R0252 x sin (2x15)) - ( (1 / 2) x n x R1252 x sin (2x15)) = 21.008 int; a025 = 2 x (OD25 / 2) x tan(15) = 5.6859 in ; ; a125 = 2 x ((OD25 - 2 x tw3)/ 2) x tan(15) = 5.5184 in ; Moments of Inertia; 1025 = A025 x (6 x Ro252 - a0252) 124 = 10430.5322 in4 ; 1125 = A125 x (6 x 81252 - a1252) 124 = 9254.9086 in4 ; net Moment of Inertia; 125 = 1025 - ►125 = 1175.6236 in4 ; net Section Modulus; S25 = 125 / R025 = 107.0278 in3 ; Torsional Moment of Inertia ; J25 = 2 x 125 = 2351.2472 in4 ; DAVIDSON ENGINEERING CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 150 Foot Pole - Oroville, CA Project Number 417-00 Client: American Tower Corporation -Ronald C. Waddell Sheet No. / Revision No. 296 Covered Bridge Road ; At; h = 125.00 ft; OD29 = ODbott - ( DRED4 x (h - 110)) = 19.1981 in; Rogue River, OR 97537 OD30 = ODbott - (DRED4 x (h - 110) ) = 18.3575 in; 19 1 1 Calc. by Date: ATC Site Site Name: OD33 = ODbott - (DRED4 x (h -11o)) = 15.8356 in; ; At; h = 150.00 ft; Tel: (541) 582-8074 Fax: (541) 582-0072 At +140.00' to +145.00'; DWD 30 -July -01 Number: Oroville, Butte x Kd x V2 x I x Gf x Cfp x (OD33 +OD34) / 2 112 = 29.13 /bf / ft; Internet: www.tower-structures.com 82610 County POLE WIND LOADS (a-) +110.0' To +150.00' AGL: ; Outside Pole Diameter (across flats); ODtop = 14.995 in ; ODwn = 21.22 + 2 x. 250 = 21.720 in; Wall Thickness; TH4 = 0.250 in ; L4 = 40.00 It ;Diameter reduction per foot of height; DRED4 = (ODbott- ODtop) / L4 = 0.168125000 in / ft ; Pole Diameters (a) +110.00' to +150.00' (across flats) ; At; h = 110.00 ft; OD26 = ODbott - (DRED4 x (h - 110)) = 21.7200 in; ; At; h = 115.00 ft; OD27 = ODbott - ( DRE04 x (h - 110) ) = 20.8794 in; ; At; h = 120.00 ft; OD28 = ODbott - (DRED4 x (h - 110)) = 20.0388 in; ; At; h = 125.00 ft; OD29 = ODbott - ( DRED4 x (h - 110)) = 19.1981 in; ; At; h = 130.00 ft; OD30 = ODbott - (DRED4 x (h - 110) ) = 18.3575 in; ; At, h = 135.00 ft; OD31 = ODbott - ( DRED4 x (h - 110)) = 17.5169 in; ; At; h = 140.00 ft; OD32 = ODbott - (DRED4 x (h - 110)) = 16.6763 in; ; At; h = 145.00 ft; OD33 = ODbott - (DRED4 x (h -11o)) = 15.8356 in; ; At; h = 150.00 ft; OD34 = ODbott - (DRED4 x (h - 110)) = 14.9950 in; Distributed Pole Wind Loads A +110.00' to +150.00' ; Pole force coefficient; Cfp = 0.90 At +110.0' to +115.00'; W26 = 0.00256 x 2.01 x ( 112.5 / zg )2/a x Kd x V2 x 1 x Gf x Ctp x (OD26 +OD27) / 2 / 12 = 37.25 /bf / ft; ; At +115.00' to +120.00' ; W27 = 0.00256 x 2.01 x ( 117.5 / zg )2/a x Kd x V2 x I x Gf x Cfp x (OD27 +OD26) / 2 / 12 = 36.231&/ ft; At +120.00' to +125.00'; W26 = 0.00256 x 2.01 x ( 122.5 / zg )gra x Kd x V2 x I x Gf x Cfp x (OD26 +OD29) 12 112 = 35.151&/ ft; At +125.00' to +130.00' ; W29 = 0.00256 x 2.01 x ( 127.5 / zg )2/a x Kd x V2 x I x Gf x Cfp x (OD29 +OD30) / 2 112 = 34.031&/ ft; At +130.00' to +135.00' ; W3o = 0. 002 56 x 2.01 x ( 132.5 / zg )2/a x Kd x V2 x I x Gf x Cfp x (OD30 +OD31) / 2 112 = 32.871&/ ft; At +135.00' to +140.00'; W31 = 0.00256 x 2.01 x ( 137.5 / zg )2/a x Kd x V2 x I x Gf x Cfp x (OD31 +OD32) / 2 112 = 31.661&/ ft; At +140.00' to +145.00'; W32 = 0.00256 x 2.01 x ( 142.5 / zg )21a x Kd x V2 x 1 x Gf x Cfp x (OD32 +OD33) 12 112 = 30.411& / ft; At +145.00' to +150.00' ; W33 = 0.00256 x 2.01 x ( 147.5 / zg )2Ja x Kd x V2 x I x Gf x Cfp x (OD33 +OD34) / 2 112 = 29.13 /bf / ft; Pole Properties (aD +110.00wall thickness; tw4 = 0.25 in; n = 12; sides; ; At +110.0',- R026 = OD26 / 2 / cos(15) = 11.2431; R126 = (OD26 - 2 x tw4) / 2 / cos(15) = 10.9843, ; Areas; A026 = (1 / 2) x n x R0262 x sin (2x15) = 379.2218 int ; A126 = (1 / 2) x n x R1262 x sin (2x15) = 361.963 int; ; net Area ; A26 = ( (1 / 2) x n x R026 x sin (2x15)) - ( (1 / 2) x n x R1262 x sin (2x15)) = 17.259 in2; ; a026 = 2 x (OD26 / 2) x tan(15) = 5.8199 in; ; a126 = 2 x ((OD26 - 2 x tw4)/ 2) x tan(15) = 5.6859 in ; Moments of Inertia; 1026 = A 02 x (6 x R026 - a0262) 124 = 11448.9124 in4 ; 1126 = A126 x (6 x R1262 -a1262) 124 10430.5322 in4 ; ;net Moment of Inertia; 126= 1026-1126 = 1018.3802 in4; net Section Modulus; S26 = 126 / Ro26 = 90.5782 in ; 4 Torsional Moment of Inertia; ./26 = 2 x 126 = 2036.7605 in ; DAVIDSON ENGINEERING CIVIL / STRUCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Project: Review (Existing) 150 Foot Pole - Oroville, CA Project Number 417-00 Client: American Tower Corporation -Ronald C. Waddell Sheet No. / Revision No. Rogue River, OR 97537 20 / 1 Calc. by Date: ATC Site Site Name: Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 30 -July -01 Number: Oroville, Butte Internet: www.tower-structures.com 82610 County Pole Properties 0D +115.00' wall thickness; two = 0.25 in; n = 12; sides ; At +115.0'; R027 = OD27 / 2 / cos(15) = 10.8080: R127 = (OD27 - 2 x two) / 2 / cos(15) = 10.5491; Areas; A027 = (1 / 2) x n x R0272 x sin (2x15) =350.436 int; A127 = (1 / 2) x n x 81272 x sin (2x15) = 333.853 int; net Area ; A27 = ( (1 / 2) x n x R0272 x sin (2x15)) - ((1/ 2) x n x R1272 x sin (2x15)) = 16.583 int; a027 = 2 x (OD27 / 2) x tan(15) = 5.5946 in; ; a127 = 2 x ((OD27 - 2 x tw4)/ 2) x tan(15) = 5.4606 in Moments of Inertia; 1027 = A027 x (6 x R0272 - a0272) / 24 = 9776.7594 in4 ; 1127 = A127 x (6 x R1272 - a1272) 124 = 8873.3659 in4 net Moment of Inertia; 127 = 1027 -1127 = 903.3934 in4 ; net Section Modulus; S27 = 127 / R027 = 83.5859 in3 ; Torsional Moment of Inertia ; J27 = 2 x 127 = 1806.7869 in4 ; Pole Properties (a) +120.00' wall thickness; two = 0.25 in; n = 12; sides ; At +120.0; R028 = OD28 / 2 / cos(15) = 10.3728; R128 = (OD28 - 2 x two) / 2 / cos(15) = 10.1140; ; Areas; A028 = (1 / 2) x n x R0282 x sin (2x15) = 322.7862 int; A128 = (1 / 2) x n x R1282 x sin (2x15) = 306.879 int; ; net Area ; A28 = ( (1 / 2) x n x R0282 x sin (2x15)) - ((1 / 2) x n x R1282 x sin (2x15)) = 15.907 int; ; a028 = 2 x (OD28 / 2) x tan(15) = 5.3694 in; ; a128 = 2 x ((OD28 - 2 x tw4)/ 2) x tan(15) = 5.2354 in; ; Moments of Inertia; 1028 = A028 x (6 x R0282 - a0282) 124 = 8294.8294 in4 ; 1128 = A128 x (6 x R1282 - a1282) 124 = 7497.4237 in4 ; ; net Moment of Inertia; 128 = 1028-1128 = 797.4057 in4 ; net Section Modulus; Sts = 128 / R028 = 76.8745 in3 ; ; Torsional Moment of Inertia ; J28 = 2 x 128 = 1594.8114 in4 ; Pole Properties A +125.00' wall thickness; two = 0.25 in; n = 12; sides ; At +125.0'; R029 = OD29 / 2 / cos(15) = 9.9377; R129 = (OD29 - 2 x two) / 2 / cos(15) = 9.6789; Areas; A029 = (1 / 2) x n x R0292 x sin (2x15) =296.272 int ; A129 = (1 / 2) x n x R1292 x sin (2x15) = 281.041 int; net Area ; A29 = ( (1 / 2) x n x R0292 x sin (2x15)) - ( (1 / 2) x n x R1292 x sin (2x15)) = 15.231 int; a 029 = 2 x (OD29 / 2) x tan(15) = 5.1441 in ; ; a129 = 2 x ((OD29 - 2 x tw4)/ 2) x tan(15) = 5.0101 in Moments of Inertia; 1029 = A029 x (6 x R029 - a0292) 124 = 6988.1177 in4 ; 1129 = A129 x (6 x R1292 -a1292) 124 = 6288.0673 in4 ; net Moment of Inertia; 129 = 1029 -1129 = 700.0503 in4 ; net Section Modulus; S29 = 129 / R029 = 70.4440 in3 ; Torsional Moment of Inertia ; J29 = 2 x 129 = 1400.1007 in4 ; Pole Properties (a1 +130.00wall thickness; two = 0.25 in; n = 12; sides At +130.00',, R030 = OD3o / 2 / cos(15) = 9.5025: R130 = (OD30 - 2 x two) / 2 / cos(15) = 9.2437; Areas; A030 = (1 / 2) x n x R0302 x sin (2x15) = 270.8949 int ; A13o = (1 / 2) x n x R1302 x sin (2x15) = 256.339 int; net Area ; A30 = ( (1 / 2) x n x R0302 x sin (2x15)) - ((1/ 2) x n x 81302 x sin (2x15)) = 14.556 int; a03o = 2 x (OD30 / 2) x tan(15) = 4.9189 in; ; alio = 2 x ((OD3o - 2 x tw4)/ 2) x tan(15) = 4.7849 in; Moments of Inertia; 1030 = A030 x (6 x R03o2 - a03o2) 124 = 5842.2360 in4 ; 1130 = A130 x (6 x R1302 - a1302) / 24 = 5231.2754 in4 net Moment of Inertia; 130 = 1030- 1130 = 610.9606 in4; net Section Modulus; S30 = 130 / R030 = 64.2944 in ; 4 Torsional Moment of Inertia; J3o = 2 x 130 = 1221.9212 in ; DAVIDSON ENGINEERING CIVIL I STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 150 Foot Pole - Oroville, CA Project Number 417-00 Client: American Tower Corporation - Ronald C. Waddell Sheet No. / Revision No. 296 Covered Bridge Road Rogue River, OR 97537 21 1 1 Calc. by Date: ATC Site Site Name: Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 30 -July -01 Number: Oroville, Butte Internet: www.tower-structures.com 82610 County Pole Properties.(@ +135.00' wall thickness; tw4 = 0.25 in; n = 12; sides At +135.00; R031 = OD31 / 2 / cos(15) = 9.0674; R131 = (OD31- 2 x tw4) / 2 / cos(15) = 8.8086: Areas; A031 = (1 / 2) x n x R0312 x sin (2x15) = 246.6533 int ; A131 = (1 / 2) x n x R1312 x sin (2x15) = 232.773 in 2; net Area ; A31 = ( (1 / 2) x n x R0312 x sin (2x15)) - ((1 / 2) x n x R1312 x sin (2x15)) = 13.880 int; a031 = 2 x (OD31 / 2) x tan(15) = 4.6936 in; ; a131 = 2 x ((OD31 - 2 x tw4)/ 2) x tan(15) = 4.5597 in; Moments of Inertia; 1031 = A031 x (6 x R0312 - a0312) 124 = 4843.4127 in4 ; 1131 = A131 x (6 x R1312 - a1312) / 24 = 4313.6428 in4 net Moment of Inertia; 131 = 1031- 1131 = 529.7698 in4 ; net Section Modulus; S31 = 131 / R031 = 58.4258 in Torsional Moment of Inertia ; .131 = 2 x 131 = 1059.5396 in4 ; Pole Properties (W +140.00wall thickness; tw4 = 0.25 in; n = 12; sides ; At +140.00; 8032 = OD32 / 2 / cos(15) = 8.6323; R132 = (OD32 - 2 x tw4) / 2 / cos(15) = 8.3734; ; Areas; A032 = (1 / 2) x n x R0322 x sin (2x15) = 223.5479 int; A132 = (1 / 2) x n x R1322 x sin (2x15) = 210.344 int; ; net Area ; A32 = ( (1 / 2) x n x R0322 x sin (2x15)) - ( (1 / 2) x n x R1322 x sin (2x15)) = 13.204 int; ; a032 = 2 x (OD32 / 2) x tan(15) = 4.4684 in ; ; a132 = 2 x ((OD32 - 2 x tw4)/ 2) x tan(15) = 4.3344 in ; ; Moments of Inertia; 1032 = A032 x (6 x R0322 - a0322) 124 = 3978.4924 in4 ; 1132 = A132 x (6 x R1322 -a1322) 124 = 3522.3812 in4 ; ;net Moment of Inertia; 132= 1032-1132 = 456.1113 in4 ; net Section Modulus; S32= 132 / RO32 = 52.8380 in ; ; Torsional Moment of Inertia ; J32 = 2 x 132 = 912.2226 in4 ; Pole Properties (a) +145.00' wall thickness; two = 0.25 in; n = 12; sides At +145.00; R033 = OD33 / 2 / cos(15) = 8.1971; 8133 = (OD33 - 2 x tw4) / 2 / cos(15) = 7.9383; Areas; A033 = (1 / 2) x n x R0332 x sin (2x15) = 201.5785 int ; A133 = (1 / 2) x n x R1332 x sin (2x15) = 189.050 in 2; net Area ; A33 = ( (1 / 2) x n x R0332 x sin (2x15)) - ( (1 / 2) x n x 81332 x sin (2x15)) = 12.528 int; a033 = 2 x (OD33 / 2) x tan(15) = 4.2431 in ; a133 = 2 x ((OD33 - 2 x tw4)/ 2) x tan(15) = 4.1092 in ; Moments of Inertia; 1033 = A033 x (6 x R0332 - a0332) / 24 = 3234.9367 in4 ; 1133 = A133 x (6 x R1332 - a1332) 124 = 2845.3184 in4 ; ;net Moment of Inertia; 133= 1033-1133 = 389.6183 in4 ; net Section Modulus; S33= 133 / RO33 = 47.5311 in ; ; Torsional Moment of Inertia ; J33 = 2 x 133 = 779.2366 in4 ; Pole Properties (a) +150.00' wall thickness; two = 0.25 in; n = 12; sides At +150.00; R034 = OD34 / 2 / cos(15) = 7.7620; R134 = (OD34 - 2 x tw4) / 2 / cos(15) = 7.5032; Areas; A034 = (1 / 2) x n x R0342 x sin (2x15) = 180.7451 int ; A134 = (1 / 2) x n x R1342x sin (2x15) = 168.892 int; net Area ; A34 = ( (1 / 2) x n x R0342 x sin (2x15)) - ( (1 / 2) x n x R1342 x sin (2x15)) = 11.853 int; ;a034 = 2x (OD34 / 2) x tan(15) = 4.0179 in; ; a134 = 2 x ((OD34 - 2 x tw4)/ 2) x tan(15) = 3.8839 in; ; Moments of Inertia; 1034 = A034 x (6 x R0342 - a0342) 124 = 2600.8232 in4 ; 1134 = A134 x (6 x R1342 -a1342) 124 = 2270.8990 in4 ;net Moment of Inertia; 1.34= 1034-1134 = 329.9241 in4 ; net Section Modulus; S34 = 134 / R034 = 42.5051 in Torsional Moment of Inertia ; J34 = 2 x 134 = 659.8483 in4 ; DAVIDSON ENGINEERING CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 150 Foot Pole — Oroville, CA Project Number 417-00 Client: American Tower Corporation —Ronald C. Waddell Sheet No. / Revision No. 296 Covered Bridge Road Rogue River, OR 97537 22 1 / Calc. by Date: ATC Site Site Name: Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 30 -July -01 Number: Oroville, Butte Internet: www.tower-structures.com 82610 County Antenna and Equipment Wind and Dead Loads AMPS Platform A +150.00' Wind and Dead Loads Gf = 1.2984; Area of AMPS Platform with 15 antennas and molded radome; AAMPs = 12.0 ft x 3.75 ft = 45.00 ft2, ;use; GP = 1.8; ( for triangular and semi -rounded shape of platform) ; PAMPs = 0.00256 x 2.01 x ( 152 / zg )21a x Kd x V x 1 x Gr x Cip x AAMPs = 2058 Ibf ; ; DLAMPs = 20001bf ; Antenna Dead Loads; DLant = 15 x 30 Ibf = 450 Ibf,• (NEW) 6 each Antel 7907/4 4 foot lop -periodic Antennas A- +150.00' Wind and Dead Loads ;Antennas are behind AMPS platform radome. Therefore, antennas do not contribute to wind load on structure. ; Antenna Dead Loads; DLANTs = 6 x 30 Ibf = 180 IN; 9 each RV90-17-00 Danel antennas 0+137' Wind and Dead Load Panel Dimensions; H = 56.0 in; W = 8.0 in ; D = 2.75 in ; Panel Antenna Area; ApAN = H x W/ 144 = 3.11 ft' Antenna Top Elevation; tpAN = 139.333 It ; Antenna Bottom Elevation; bpAN = 134.667 ft ;Average Antenna Height, ZPAN = (tPAN + bpAN) / 2 = 137.00 ft Antenna Shape Factor Force Coefficient; CFpAN = 3.2 ; ( for 3 antennas on 3 faces including mounts ) PPAN = 0.00256 x 2.01 x ( 137 / Z9 )2la x Kd x V x 1 x Gr x CFPAN x 3 X ApAN = 737 Ibf ; ;Antenna and Mount Dead Load; DLpAN = 6.5 ft x 10.8 Ibf / ft + 25 Ibf + 281 Ibf = 376 Ibf ; Torsion; TpAN = PPAN x 0.0 /n = 0 ; Ibf-in ; (NEW) 9 each DB950 panel antennas on new T -arms (ai) +125' Wind and Dead Load ; DB950 Panel Dimensions; H = 72 in; W = 10.5 in; D = 4 in; ; Panel Area; APANEL = 3 x H x W / 144 = 15.75 ft2 ; (for 3 panels per sector); ;Antenna Shape Factor Force Coefficient; CFP = 3.6; (for flat shape of panels plus panel locations on 3 sectors); PPANEL2 = 0.00256 x 2.01 x ( 125 / Zg )2/a x Kd x V x 1 x Gr x CFP x APANEL = 1362 lbf ; ;Antenna Dead Load; DLPANEL2 = 9 x 18 + 9 x 2 = 180 Ibf,• DAVIDSON ENGINEERING CIVIL / STRUCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Project: Review (Existing) 150 Foot Pole— Oroville, CA Project Number 417-00 Client: American Tower Corporation — Ronald C. Waddell Sheet No. / Revision No. Rogue River, OR 97537 23 / 1 Calc. by Date: ATC Site Site Name: Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 30 -July -01 Number: Oroville, Butte Internet: www.tower-structures.com 82610 County (NEW) 3 each T -arms Cad +125' Wind and Dead Load ; T -arm Area; AARM = 10 ft x 2.875 in / 12 = 2.40 ft2 ; (for one arm per sector— including shielding by large flat panels); ; Antenna Shape Factor Force Coefficient; CF = 2.2 ; (for round shape of mounts plus T -arm locations on 3 sectors); ; PARM = 0.00256 x 2.01 x ( 125 / zg )2/a x Kd x V x 1 x G f x CF x HARM = 127 Ibf ; ; T -arm Dead Load; DLARM = 12 ft x 3 x 3.1 + 12 It x 3 x 3.1 + 60 1b = 283 Ibf,• PAR -6-65 -- 6 Foot Diameter Solid MW Dish Q +80' with planar radome Wind and Dead Load ; Dish Diameter; D = 6.0 ft 6 Foot Dish Area; AMw = rr/ 4 x D2 = 28.27 ft' Antenna Top Elevation; tMw = 83.0 It ; Antenna Bottom Elevation; bmw = 77.0 It Average Antenna Height; zMw = (tMw + bMw) 12 = 80.00 ft ;Antenna Shape Factor Force Coefficient; CFMw = 1.72 ; PMw = 0.00256 x 2.01 x (80 / zg )y° x Kd x V2 x 1 x G f x CFMw x AMw = 1029 Ibf ; 4 Antenna and Mount Dead Load, DLAM, = 6.5 ft x 10.81bf / It + 25 lbf + 281 Ibf = 376 Ibf ; Torsion; TMw = PMw x 35.0 in = 36005; Ibf-in PAR -6-65 -- 6 Foot Diameter Solid MW Dish A +50' with planar radome Wind and Dead Load Dish Diameter; D = 6.0 It 6 Foot Dish Area; AMw = ;r/ 4 x D2 = 28.27 ft' Antenna Top Elevation; tMw = 53.0 It ; Antenna Bottom Elevation; bMw = 47.0 ft Average Antenna Height; zMw = (tMw + bMw) / 2 = 50.00 ft Antenna Shape Factor Force Coefficient; CFMw = 1.72 /� PMw = 0.00256 x 2.01 x ( 50 / zg )y" x Kd x V2 x 1 x Gf x CFMw x AMw = 899 Ibf ; ;Antenna and Mount Dead Load; DLAM, = 6.5 ft x 10.81bf / ft + 251bf + 281 Ibf = 376 Ibf ; Torsion; TMw = PMw x 35.0 in = 31481; Ibf-in ; DAVIDSON ENGINEERING CIVIL / STRUCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Project: Review (Existing) 150 Foot Pole - Oroville,CA Project Number 417-00 Client: American Tower Corporation -Ronald C. Waddell Sheet No. / Revision No. Rogue River, OR 97537 24 / 1 Calc. by Date: ATC Site Site Name: Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 30 -July -01 Number: Oroville, Butte Internet: www.tower-structures.com 82610 county Pole Design Strength Design -ASCE 7-98, 85 MPH basic wind speed - 3 second gust OTMo = 13691.210 ; kip - in ; Vo = 11.928 kips ; Add P -Delta: ;PDelta = 2.000 x 83.3 in + (180+.700)x 69.8 in + 0.466 x 57.8 in + 0.376 x 22.19 in + 0.376 x 7.96 in + 1.833 x (83.3 + 44.1) / 2 + 3.462x(44.1+16.61)/2 +4.968x(16.61+2.54)/2 +4.970x(2.54+0.00)/2 ;PDelta = 542.027-kip-in,- ; 42.027:kip-in, ; Total; OTMeasE = OTMO + PDelta = 14233.237; kip - in; OTM3o = 9589.265 ; kip - in ; V3o = 10.264 kips ; Add P -Delta: PDelta = 2.000 x (83.3 in - 2.54) + (180 +.700) x (69.8 in - 2.54) + 0.466 x (57.8 in - 2.54) + 0.376 x (22.19 in - 2.54) + 0.376 x (7.96 in - 2.54) +1.833x((83.3+44.1)12-2.54)+ 3.462x((44.1+16.61)/2-2.54) +4.968x((16.61+2.54)12-2.54) PDelta = 499.238-kip-in,- ; 99.238:kip-in; ; Total; OTMT30 = OTM30 + PDelta = 10088.503; kip - in; 0TM7o = 5002.037; kip - in ; V7o = 8.262 kips; Add P -Delta: PDelta = 2.000 x (83.3 in - 16.61) + (180 +.700) x (69.8 in - 16.61) + 0.466 x (57.8 in - 16.61) + 0.376 x (22.19 in - 16.61) + 1.833 x ((83.3 + 44.1) / 2 - 16.61) + 3.462 x ((44.1 + 16.61) / 2 - 16.61) ; PDelta = 335.381; kip - in ; ; Total; OTMT70 = OTM70 + PDelta = 5337.418; kip - in; OTMlio = 1802.358 ; kip - in ; V110 = 5.618 kips ; Add P -Delta; PDelta = 2.000 x (83.3 in - 44.12) + (180 +. 700) x (69.8 in - 44.12 ) + 0.466 x (57.8 in - 44.12) + 1.833 x ((83.3 + 44.1) / 2 - 44.12) PDelta = 143.223-kip-in,- Total; 43.223;kip-in, Total; OTMT110 = 0TM110 + PDelta = 1945.581; kip - in; DAVIDSON ENGINEERING CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 150 Foot Pole - Oroville, CA • Project Number 417-00 Client: American Tower Corporation -Ronald C. Waddell Sheet No. / Revision No. 296 Covered Bridge Road Rogue River, OR 97537 25 1 / Calc. by Date: ATC Site Site Name: Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 30 -July -01 Number: Oroville, Butte Internet: www.tower-structures.com 82610 County Bottom Pole Section Design Fy = 65 ksi; W = 9.80 in; TH = 0.4375 in; (Fy)12 x W/ TH = 180.5946 ; < 240 Section is Compact; So = 459.552 in' ; bending stress at +0.0'; fbo = OTMaasE / So = 30.972 kips / in2 ; < ;Fb = 65.0 x 0.60 x 4/3 = 52.00 kips / in2 ; S3o = 370.313 in ; bending stress at +30.0; fb30 = 0TMT3o / S3o = 27.243 kips / in2 ; < ; Fb = 65.0 x 0.60 x 4/3 = 52.00 kips / in2 ; Mid -Lower Pole Section Desiqn Fy.= 65 ksi; W = 9.1183 in; TH = 0.375 in; (Fy)12 x W/ TH = 196.0376 ; < 240 Section is Compact; S30 = 334.01 in ; bending stress at +30; fb30 = OTMT30 / S3o = 30.204 kips / in2 ; < ;Fb 65.0 x 0.60 x 4/3 = 52.00 kips / in2 ; S70 = 213.53 in ; bending stress at +70; fb7o = OTMno / S7o = 24.996 kips / in2 ; < ;Fb = 65.0 x 0.60 x 4/3 = 52.00 kips / in2 ; Mid -Upper Pole Section Design. Fy = 65 ksi; W = 7.4878 in; TH = 0.3125 in; (Fy)12 x W/TH = 193.1794 ; < 240 Section is Compact; S70 = 187.608 in ; bending stress at +70'; fb7o = OTMT70 / S7o = 28.450 kips / in2 ; < ; Fb = 65.0 x 0.60 x 4/3 = 52.00 kips / in2 ; Silo = 107.028 in ; bending stress at +110'; fb110 = OTMT110 / S110 = 18.178 kips / in2 ; < ;Fb = 65.0 x 0.60 x 4/3 = 52.00 kips / in2 ; Upper Pole Section Design ; Fy = 50 ksi; W = 5.8199 in; TH = 0.250 in; (Fy)12 x W/ TH = 164.6116 ; < 240 Section is Compact; ; Silo = 90.578 in ; bending stress at +110, fb110 = OTMT110/ S110 = 21.480 kips / in2 ; < ; Fb = 50.0 x 0.60 x 4/3 = 40.00 kips / in2 ; Approximate minimum 40.4 percent strength residual exists in pole usinq design criteria: ASCE 7-98, 85 MPH basic wind speed, no ice, Exposure 'B', gust response factor Gf = 1.2984 Pole force coefficient= 0.90, damping coefficient Q = 0.07 (1% structural and 6% wind dynamic drag damping) DAVIDSON ENGINEERING CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 150 Foot Pole — Oroville, CA Project Number 417-00 Client: American Tower Corporation —Ronald C. Waddell Sheet No. / Revision No. 296 Covered Bridge Road 26 / 1 Rogue River, OR 97537 Calc. by Date: ATC Site Site Name: Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 30 -July -01 Number: Oroville, Butte Internet: www.tower-structures.com 82610 county Check Pole Deflections ) 50 MPH basic wind speed EIA 222-F (61 MPH 3 -second gust ASCE 7-98) Tower Nodal Rotations Node 13 @ +50'; �13 = 0.746 degrees ; 6 foot diameter MW dish ; Node 21 @ +80; 4121 = 1.279 degrees ; 6 foot diameter MW dish Dish Frequencies ; Node 13: 6 ft MW dish frequency; F13 is 2.0 GHz ; Node 21: 6 ft MW dish frequency; F21 is 2.0 GHz From Nomograph Figure C3 on page 75 of EIA 222-F; Maximum permissible 6 foot diameter dish frequency is 7.5 GHz at 4)21 = 1.28 degrees ; Antenna owner and operator should be contacted to verifv that dish freauencv does not exceed 7.5 GHz in order to determine more accurately that dish rotation of 1.279 degrees is not excessive and if signal degradation may occur at 1.297 degree rotational pointing error If support rotation is in fact excessive for this antenna, then possible remedies may include: 1) Decrease height at which antenna is mounted to approximately 70 feet AGL for 10 GHz frequency; or 2) Decrease frequency at which dish operates to approximately 7.5 GHz or less Similar 6 foot diameter dish mounted at +50 ft.AGL Is OK (rotation is limited to 0.746 degrees) OK for operational frequency up to 11.5 GHz DAVIDSON ENGINEERING CIVIL I STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 150 Foot Pole - Oroville, CA Project Number 417-00 Client: American Tower Corporation -Ronald C. Waddell Sheet No. / Revision No. 296 Covered Bridge Road Rogue River, OR 97537 27 1 Calc. by Date: ATC Site Site Name: Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 30 -July -01 Number: Oroville, Butte F I Internet: www.tower-structures.com 82610 County Check Existing Foundations Refer to Geotechnical Engineering Report prepared by Earthtec, Ltd. dated 4 January 1989; Report Number 88-286 supplemented by site visit and construction observation report dated 8 February 1989. REPORT RECOMMENDATIONS: . Foundation design based on basic allowable vertical bearing pressure; qA = 7.500 kips /ft2 (may be increased one-third for wind and seismic loads) Ultimate lateral passive resistance (equivalent fluid pressure); qP = 0.505 kips / ftz Ultimate lateral active resistance (equivalent fluid pressure); qA = 0.034 kips / ft2 Neglect lateral resistance of top 4 feet of soil in computing lateral soil pressures and resistance to lateral loads. ;max Axial Load; Po = 15.235 kips; ;max Lateral Load; Vo = 11.928 kips; ; Total; OTMeasE = OTMo + PDelta = 14233.237; kip - in,- Check n, Check Existing 5'0" diameter by 23'4 deep pier cast -in -drilled -hole with 14 each #14 vertical bars and #5 stirrups at 18" spacing Check Equivalent Fluid Pressure exerted on 5'6" � by 24'0" deep concrete pier from Rankine Theory (for cohesion/ess soils): ;EM=0: 14233.237 + 11.928 x 280 - 0.50 x 0.33333 x q1 x 96.0 x 176.00 - 0.1666667 x q1 x 96.0 x 192.00 - 48.0 x 0.5 x 0.5 x q1 x 128.0 + 0.5 x Q1 x 96.00 x 32.00 = 0; Solve for q1: 14233.273 + 11.928 x 280 = 0.50 x 0.33333 x q1 x 96 x 176.00 + 0.1666667 x q1 x 96 x 192.00 + 48.0 x 0.5 x 0.5 x q1 x 128.0 - 0.5 x q1 x96.00 x32.00; 14233.237 + 11.928 x 280 = ( 0.50 x 0.33333 x 96 x 176.00 + 0.166667 x 96 x 192.00 + 48.0 x 0.5 x 0.5 x 128.0 - 0.5x96.00x32.0)xg1 ; ; q1 =(14233.237+11.928x280) / ( 0.50 x 0.33333 x 96 x 176.00 + 0.166667 x 96 x 192.00 + 48.0 x 0.5 x 0.5 x 128.0 - 0.5 x 96.00 x 32.00) = 2.9846 ; kips per inch; of = 280 in ;p = (q1 / d) x 144 / 5.0 ft = 0.3070 ksf,. ;Factor of Safety; FS = (qP + qA) / p = 1.756; > ; 1.25 OK Existing 5'0" � by 23'4" deep concrete pier cast -in -drilled -hole OK (Top 4 feet of soil is conservatively neglected in computing lateral resistance - also contribution of lateral sliding resistance at base of pier is neglected - soil cohesion is also neglected for design purposes in Rankine Theory. Instantaneous skin friction developed on anterior and posterior lateral faces of large diameter pier is also neglected in design computations. Therefore, foundation analysis and design is very conservative.) DAVIDSON ENGINEERING CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 150 Foot Pole — Oroville, CA Project Number 417-00 Client: American Tower Corporation — Ronald C. Waddell Sheet No. / Revision No. 296 Covered Bridge Road 28 / 1 Rogue River, OR 97537 Calc. by Date: ATC Site Site Name: Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 30 -July -01 Number: Oroville, Butte Internet: www.tower-structures.com 82610 county Concrete Vertical Steel Reinforcing Check (14 each #14 vertical bars in 54 inch diameter cage) ; Vo = 11.928 kips; ; OTMo = 13691.210; kip -in ; ; Po = 15.235 kips take effective OTM; OTMEFF = OTMo + 48.0 in x Vo = 14263.754; kip -in; fo = 3000 psi; fy = 60000 psi; Check bar force while neglecting bending resistance contribution of concrete: 14 bars effective in resisting moment with 54.00 inch cage diameter; Check max Tension per bar with; n = 14; D = 54.00 in Tmax = 4 x OTMEFF / (n x D) = 75.470; kips; ABAR = n x (14/8)2 / 4 = 2.405; int; bar stress; ft = Tmax /ABAR = 31.377; ksi; approximately equal to allowable; Ft = 0.60 x 60 x 4/3 = 48.000; ksi; OK No shear reinforcing required by inspection;; Existing 5'0" � by 23'4" deep concrete pier cast -in -drilled -hole is OK for size and with #4 closed loop ties at 18 inches on - center max. OK 14 each #14 vertical bars are OK Check Anchor Bolts Check Existing 8 each 2-112"$ ASTM A354 Grade BC zinc -coated Anchor Bolts on 3'8" $.B.C. with DH heavy hex nuts ; vo = 11.928 kips; ; OTMBAse = 14233.237; kip -in ; ; Po = 15.235; kips ; max Tension per bolt; TM„x = 1/2 x OTMBAse / 44.00 in = 161.741 kips; ASTM A354 specification is essentially same as for ASTM A490 bolts; Use steel area ratio to determine allowable bolt tension; ;For 1-1/2" ASTM A490 bolt; Tatlow = 95.4 kips x 4/3 ;allowable tension per bolt; Tallow = ((n x (2.5 in)2 / 4) x95.4 kips/ 1.7671 int) x 4/3 = 353.34 ksi; > 161.741 kips OK Existing 8 each 2-1/2"$ ASTM A354 Grade BC Bolts on 3'8"$ B.C. OK (equivalent to ASTM A490 of same diameter) 150 Foot Tall Segmented Steel Pole -- Oroville Cemetery Site - Oroville, Butte County, CA Saturday, August 11, 2001 Page 1 of 8 Multiframe9D Version 7.51 DE150ft pole OrovilleCA ATC R Waddell ASCE7-98 417-01-2 Project Details Title: 150ft tall NewVector Comm. Steel Pole (Valmont supplied) �• Client: American Tower Corporation - Ron Waddell Site: Oroville, CA - ATC Site No. 82610 Building: 150 ft steel pole Description: Review for 9 ea DB950 addition at +125ft AGL Design Details Job ID: 417-01 Version: 1 Company: Davidson Engineering Designed by: DWD Checked by: DWD Notes: ASCE 7-98, 85 MPH basic wind speed (3 second gust), Exp 'B', Kd = 0.95, Gf = 1.2984 Joint Coordinates (in) Joint Label x y z Type V 1 0' 0.0000 0.0000 0.0000 Rigid 2 2.5' 0.0000 30.0000 0.0000 Rigid 3 7.5' 0.0000 90.0000 0.0000 Rigid 4 12.5' 0.0000 150.0000 0.0000 Rigid 5 17.51; 0.0000 210.0000 0.0000 Rigid 6 22.5' 0.0000 270.0000 0.0000 Rigid 7 27.5' 0.0000 330.0000 0.0000 Rigid 8 30' 0.0000 360.0000 0.0000 Rigid 9 32.5' 0.0000 390.0000 0.0000 Rigid 10 37.5' 0.0000 450.0000 0.0000 Rigid 11 42.5' 0.0000 510.0000 0.0000 Rigid 12 47.5' 0.0000 570.0000 0.0000 Rigid 13 50' 0.0000 600.0000 0.0000 Rigid 14 52.5' 0.0000 630.0000 0.0000 Rigid 15 57.5' 0.0000 690.0000 0.0000 Rigid 16 62.5' 0.0000 750.0000 0.0000 Rigid 17 67.5' 0.0000 8101.0000 0.0000 Rigid 18 70' 0.0000 840.0000 0.0000 Rigid 19 72.5' 0.0000 870.0000 0.0000 Rigid 20 77.5' 0.0000 930.0000 0.0000 Rigid 21 80' 0.0000 960.0000 0.0000 Rigid 22 82.5' 0.0000 990.0000 0.0000 Rigid 23 87.5' 0.0000 1050.0000 0.0000 Rigid' 24 92.5' 0.0000 1110.0000 0.0000 Rigid 25 97.5' 0.0000 1170.0000 0.0000 Rigid 26 102.5' 0.0000 1230.0000 0.0000 Rigid 27 107.5' 0.0000 1290.0001 0.0000 Rigid 28 110' 0.0000 1320.0000 0.0000 Rigid 29 112.5' 0.0000 1350.0000 0.0000 Rigid 30 117.5' 0.0000 1410.0000 0.0000 Rigid 31 122.5' 0.0000 1470.0001 0.0000 Rigid 32 125' 0.0000 1500.0001 0.0000 Rigid 33 127.5' 0.0000 1530.0001 0.0000 Rigid 34 132.5' 0.0000 1590.0000 0.0000 Rigid 35 137' 0.0000 1643.9999 0.0000 Rigid 36 137,.5' 0.0000 1650.0000 0.0000 Rigid 37• 142.5' 0.0000 1709.9999 0.0000 Rigid 38 147.5' 0.0000 1770.0001 0.0000 Rigid 39 150' 0.0000 1800.0000 0.0000 Rigid Member Geometry (in,deg) Member Label JointI Joint2 Length Slope Orient. 1 0.0' to 2.5' 1 2 30.0000 90.0000 0.0000 2 2.5' to 7.5' 2 3 60.0000 90.0000 0.0000 3 7.5' to 12.5' 3 4 60.0000 90.0000 0.0000 4 12.5' to 17.5' 4 5 60.0000 90.0000 0.0000 5 17.5' to 22.5' S 6 60.0000 90.0000 0.0000 6 22.5' to.27.5' 6 7 60.0000 90.0000 0.0000 7 27.5' to 30' 7 8 30.0000 90.0000 0.0000 8 30' to 32.5' 8 9 30.0000 90.0000 0.0000 9 32.5' to 37.5' 9 10 60.0000 90.0000 0.0000 10 37.5' to 42.5' 10 11 60.0000 90.0000 0.0000 11 42.5' to 47.5' 11 12 60.0000 90.0000 0.0000 12 47.5' to 50'' 12 13 30.0000 90.0000 0.0000 13 50' to 52.5' 13 14 30.0000 90.0000 0.0000 Multiframe 4D V7.51 - Static Analysis Summary -- 85 MPH 3 -second gust plus Total,DL; Gf = 1.2984; Pole Cf = 0.90 Member Types 150 Foot Tall Segmented Steel Pole -- Oroville Cemetery Site - Oroville, Butte County, �A 0.0' Saturday, August 11, 2001 Label 2 Bk' ,ey Oz, Multiframe4D Version 7.51 Self Weight DE150ft pole OrovilleCA Page ATC R Waddell ASCE7-98 417-01-2 2 of 8 14 15 52.5' to 57.5' 14 15 60.0000 90.0000 0.0000 16 57.5' to 62.5' 15 16 60.0000 90.0000 0.0000 17 62.5' to 67.5' 16 17 60.0000 90.0000 0.0000 18 67.5' to 70' 17 18 30.0001 90.0000 0.0000 19 70' to 72.5' 18 19 30.0000 90,0000 ` 0.0000 Rigid/Rigid 72.5' to 77.5' 19 20 60.0000 90.0000 0.0000 20 77.5' to 80' 20 21 30.0001 90.0000 0.0000 21 80' to 82.5' 21 22 30.0000 90.0000 0.0000 22 82.5' to 87.5' 22 23 60.0000 90.0000 0.0000 23 87.5' to 92.5' 23 24 60.0000 90.0000 0.0000 24 92.5' to 97.5' 24 25 60.0000 90.0000 0.0000 25 97.5' to 102.5' 25 26 60.0000 90.0000 0.0000 26 102.5' - 107.5' 26 27 60.0000 90.0000 0.0000 27 107.5' - 110' 27 28 29.9999 90.0000 0.0000 28 110' - 112.5' 28 29 30.0001 90.0000 0.0000 29 112.5' -117.5' 29 30 60.0000 90.0000 0.0000 30 117.5' -122.5' 30 31 60.0001 90.0000 0.0000 31 122.5' -127.5' 31 32 30.0001 90.0000 0.0000 32 122.5' -127.5' 32 33 29.9999 90.0000 0.0000 33 127.5' -132.5' 33 34 60.0000 90.0000 0`'.0000 34 132.5' -137.5' 34 35 53.9999 90.0000 0.0000 35 132.5' -137.5' 35 36 6.0000 90.0000 0.0000 36 131.5' -142.5' 36 37 60.0000 90.0000 0.0000 37 142.5' -147.5' 37 38 60.0001 90.0000 0.0000 38 147.5' - 152' 38 39 29.9999 90.0000 0.0000 Member Types Label Group Section 1 0.0' to 2.5' Member Label 2 Bk' ,ey Oz, Member Type Self Weight 1 0.0' to 2.5' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 2 2.5' to 7.5' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 3 7.5' to 12.5' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 4 12.5' to 17.5 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 5 17.5' to 22.5 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 6 22.5' to 27.5 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 7 27.5' to 30' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 8 30' to 32.5' Rigid/Rigid Rigid/Rigid; Rigid/Rigid Normal Static & Dynamic 9 32.5' to 37.5 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 10 37.5' to 42.5 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 11 42.5' to 47.5 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 12 47.5' to 50' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 13 50' to 52.5' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 14 52.5' to 57.5 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 15 57.5' to 62.5 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 16 62.5' to 67.5 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 17 67.5' to 70' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 18 70' to 72.5' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 19 72.5' to 77.5 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 20 77.5' to 80' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 21 80' to 82.5' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 22 82.5' to 87.5 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 23 87.5' to 92.5 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 24 92.5' to 97.5 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 25 97.5' to 102. Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 26 102.5' - 107. Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 27 107.5' - 110' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 28 110' - 112.5' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 29 112.5' -117.5 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 30 117.5' -122.5 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 31 122.5' -127.5 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 32 122.5' -127.5 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 33 127.5' -132.5 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 34 132.5' -137.5 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 35 132.5' -137.5 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 36 137.5' -142.5 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 37 142.5' -147.5 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 38 147.5' - 152' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic Member Sections Member Label Group Section 1 0.0' to 2.5' Customl Polyl2_37x7/16" 2 2.5' to 7.5' Customl Polyl2_36.38x7/16" 3 7.5' to 12.5' Customl Polyl2_35.76x7/16" 4 12.5' to 17.5' Customl Polyl2_35.140/16" 5 17.5' to 22.5' Customl Polyl2_34.520/16" Multiframe 4D V7.51 - Static Analysis Summary -- 85 MPH 3 -second gust plus Total DL; Gf = 1.2984; Pole Cf = 0.90 Total Mass (lb) 15234.8197 Multiframe 4D V7.51 - Static Analysis Summary -- 85 MPH 3 -second gust plus Total DL; Gf = 1.2984; Pole Cf = 0.90 150 Foot Tall Segmented Steel Pole -- Oroville Cemetery Site - Oroville, Butte County, CA Saturday, August 11, 2001 Multiframe4D Version 7.51 Page 3 of 8DE150ft 6 22.5' to 27.5' pole OrovilleCA ATC R Waddell ASCE7-98 417-01-2 7 Customl Poly12_33.90x7/16" 27.5' to 30' Customl Poly12 33.28x7/16" 8 30' to 32.5' Customl Polyl2_34.03x3/8" 9 32.5' to 37.5' Customl Poly12_33.19x3/8" 10 37.5' to 42.5' Customl Polyl2_32.35x3/8" 11 42.5' to 47.5' Customl Poly12_31.5lx3/8" 12 47.5' to 50' Customl Poly12 30.685x3/8" 13 50' to 52.5' Customl Polyl2_30.685x3/8" 14 52.5' to 57.5' Customl Polyl2_29.84x3/8" 15 57.5' to 62.5' Customl Polyl2_29.00x3/8" 16 62.5' to 67.5' Customl Polyl2_28.16x3/8" 17 67.5' to 70' Customl Poly12 27.32x3/8" 18 70' to 72.5' Customl Polyl2_27.945x5/16" 19 72.5' to 77.5' Customl Polyl2_2.7.104x5/16" 20 77.5' to 80' Customl Polyl2_26.264x5/16" 21 80' to 82.5' Customl Polyl2_26.264x5/16" 22 82.5' to 87.5' Customl Polyl2_25.423x5/16" 23 87.5' to 92.5' Customl olyl2_24.5825x5/16" 24 92.5' to 97.5' Customl Poly12 23.742x5/16" 25 97.5' to 102.5' Customl Poly12_22.90lx5/16" 26 102.5' - 107.5' Customl Polyl2_22.06lx5/16" 27 107.5' - 110' Customl Polyl2_21.22x5/16" 28 110' - 112.5' Customl Polyl2_21.72xl/4" 79 112.5' -117.5' Customl Polyl2_20.88xl/4" 30 117.5' -122.5' Customl Polyl2_20.04xl/4" 31 122.5' -127.5' Customl Polyl2_18.36xl/4" 32 122.5' -127.5' Customl Poly12_18.36xl/4" 33 127.5' -132.5' Customl Polyl2_19.20xl/4" 34 132.5' -137.5' Customl Polyl2_17.52x1/4" 35 132.5' -137.5' Customl Polyl2_17.52xl/4" 36 137.5' -142.5' Customl P6lyl2_16.68xl/4" 37 142.5' -147.5' Customl Polyl2_15.84xl/4" 38 147.5' - 152' Customl Poly12 15.00x1/4" Section Properties Section A Ix Iy J E G Polyl2_37x7/16" in^2 51.4432 in^4 8800.3245 in^4 8800.3245 in^4 17600.4204 psi 2.9501e+007 psi 1.1400e+007 1yl2_36.38x7/16" 50.5652 8360.8479 8360.8479 16721.7739 2.9501e+008 1.1400e+007 lyl2_35.76x7/16" 49.6921 7935.6423 7935.6423 15870.8363 2.9501e+007 1.1400e+007 lyl2_35.14x7/16" 48.8201 7525.1030 7525.1030 15049.8965 2.9501e+007 1.1400e+007 1yl2_34.52x7/16" 47.4980 7128.9739 7128.9739 14257.9546 2.9501e+007 1.1400e+007 lyl2_33.90x7/16" 47.0760 6746.9975 6746.9975 13494.0106 2.9501e+007 1.1400e+007 1y12 33.28x7/16" 46.2039 6378.9151 6378.9151 12758.0645 2.9501e+007 1.1400e+007 oly12_34.03x3/8" 40.5826 5883.2468 5883.2468 11766.1373 2.9501e+007 1.1400e+007 oly12_33.19x3/8" 39.5715 5454.2861 5454.2861 10908.2002 2.9501e+007 1.1400e+007 oly12_32.35x3/8" 38.5604 5046.7013 5046.7013 10093.2599 2.9501e+007 1.1400e+007 oly12_31.5lx3/8" 37.5484 4659.6583 4659.6583 9320.3166 2.9501e+007 1.1400e+007 1yl2 30.685x3/8" 36.5373 4293.4733 4293.4733 8586.9700 2.9501e+007 1.1400e+007 oly12_29.84x3/8" 35.5262 3946.7106 3946.7106 7893.4212 2.9501e+007 1.1400e+007 o1y12_29.00x3/8" 34.5142 3619.2346 3619.2346 7238.3692 2.9501e+007 1.1400e+007 oly12_28.16x3/8" 33.5031 3310.2573 3310.2573 6620.5146 2.9501e+007 1.1400e+007 olyl2_27.32x3/8" 32.4921 3019.4886 3019.4886 6038.9771 2.9501e+007 1.1400e+007 yl2_27.945x5/16" 27.7668 2713.6211 2713.6211 5427.2422 2.9501e+007 1.1400e+007 y12_27.104x5/16" 26.9227 2473.4187 2473.4187 4946.6373 2.9501e+007 1.1400e+007 yl2_26.264x5/16" 26.0776 2247.8352 2247.8352 4495.6704 2.9501e+007 1.1400e+007 y12 25.423x5/16" 25.2326 2036.4507 2036.4507 4072.9013 2.9501e+007 1.1400e+007 12 24.5825x5/16" 24.3885 1838.7152 1838.7152 3677.4303 2.9501e+007 1.1400e+007 y12_23.742x5/16" 23.5435 1654.2187 1654.2187 3308.4574 2.9501e+007 1.1400e+007 yl2_22.901x5/16" 22.6984 1482.4913 1482.4913 2964.7826 2.9501e+007 1.1400e+007 yl2_22.06lx5/16" 21.8544 1323.0830 1323.083b 2646.1761 2.9501e+007 1.1400e+007 1yl2_21.22x5/16" 21.0093 1175.5138 1175.5138 2351.0776 2.9501e+007 1.1400e+007 olyl2_21.72xl/4" 17.2601 1017.9254 1017.9254' 2036.5506 2.9501e+007 1.1400e+007 oly12_20.88xl/4" 16.5840 903.3338 903.3338 1806.6676 2.9501e+007 1.1400e+007 olyl2_20.04xl/4" 15.9080 797.3416 797.3416 1594.6831 2.9501e+007 1.1400e+007 oly12_18.36xl/4" 14.5569 610.9152 610.9152 1221.8305 2.9501e+007 1.1400e+007 oly12_19.20xl/4" 15.2320 699.9987 699.9987 1399.9973 2.9501e+007 1.1400e+007 oly12_17.52xl/4" 13.8809 529.7611 529.7611 1059.4223 2.9501e+007 1.1400e+007 oly12_16.68x1/4" 13.2048 456.0765 456.0765 912.1531 2.9501e+007 1.1400e+007 olyl2_15.84xl/4" 12.5288 389.5714 389.5714 779.1429 2.9501e+007 1.1400e+007 olyl2_15.00xl/4" 11.8537 329.8758 329.8758 659.7516 2.9501e+007 1.1400e+007 Total Mass (lb) 15234.8197 Multiframe 4D V7.51 - Static Analysis Summary -- 85 MPH 3 -second gust plus Total DL; Gf = 1.2984; Pole Cf = 0.90 150 Foot Tall Segmented Steel Pole -- Oroville Cemetery Site - Oroville, Butte County, C:A Saturday, August 11, 2001 Plember Label Multifrome9D,Ve;sion 7`21cribed Displacements (in,deg) DE150ft Page 4 of 8 pole OrovilleCA ATC R Waddell ASCE7-98 417-01-2 Joint Label Joint Axes dx dy dz Ax 0y:` Oz 2 Global 0.0000 0.0000 0.0000 0.0000 0.0000 ' 0.0000 There are no springs Joint Loads(lbf,lbf-in) Total DL + 85 MPH Wind Joint Label Load Mag 1350' Px 899.0000 2180' Px 1029.0000 32125' Px 1362.0000 32125' Px 127.0000 35137' Px 737.0000 39150' Px 2058.0000 There are no prescribed joint displacements in Total DL + 85 MPH Wind Member Loads (lbf,lbf-in) Total DL + 85 MPH Wind Plember Label Load Shape Left Dist Right Dist Left Mag Right Mag 1 0.0' to 2.5' Wx' Uniform - - -14.5734 - 2 2.5' to 7.5' Wx' Uniform - - -14.3243 - 3 7.5' to 12.5' Wx' Uniform - - -14.0768 - 4 12.5' to 17.5' Wx' Uniform - - -13.8301 - 5 17.5' to 22.5' Wx' Uniform - - -13.4552 - r 22.5' to 27.5' Wx' Uniform - - -13.3360 - 7 27.5' to 30' Wx' Uniform - - -13.0886 - 8 30' to 32.5' Wx' Uniform - - -11.4962 - 9 32.5' to 37.5' Wx' Uniform - - -11.2096 - 10 37.5' to 42.5' Wx' Uniform - - -10.9238 - 11 42.5' to 47.5' Wx' Uniform - - -10.6372 - 12 47.5' to 50' Wx' Uniform - - -10.3504 - 13 50' to 52.5' Wx' Uniform - - -10.3504 - 14 52.5' to 57.5' Wx' Uniform - - -10.0639 - 15 57.5' to 62.5' Wx' Uniform - - -9.7773 - 16 62.5' to 67.5' Wx' Uniform - - -9.4906 - 17 67.5' to 70' Wx' Uniform - - -9.2045 - 18 70' to 72.5' Wx' Uniform - - -7.8659 - 19 72.5' to 77.5' Wx' Uniform - - -7.6267 - 20 77.5' to 80' Wx' Uniform - - -7.3875 - 21 80' to 82.5' Wx' Uniform -. - -7.3875 - 22 82.5' to 87.5' Wx' Uniform - - -7.1484 - 23 87.5' to 92.5' Wx' Uniform - - -6.9092 - 24 92.5' to 97.5' Wx' Uniform - - -6.6693 - 25 97.5' to 102.5 Wx' Uniform - - -6.4301 - 26 102.5' - 107:5 Wx' Uniform - - -6.1910 - 27 107.5' - 110' Wx' Uniform - - -5.9518 - 28 110' - 112.5' Wx' Uniform - - -4.8895 - 29 112.5' -117.5' Wx' Uniform - - -4.6978 - 30 117.5' -122.5' Wx' Uniform - - -4.5062 - 31 122.5' -127.5' Wx' Uniform - - -4.1237 - 32 122.5' -127.5' Wx' Uniform - - -4.1237 - '3 127.5' -132.5' Wx' Uniform - - -4.3154 - 34 132.5' -137.5' Wx' Uniform - - -3.9321 - 35 132.5' -137.5' Wx' Uniform - - -3.9321 - 36 137.5' -142.5' Wx' Uniform - - -3.7404 - 37 142.5' -147.5' Wx' Uniform - - -3.5496 - 38 147.5' - 152' Wx' Uniform - - -3.3580 - 1 0.0' to 2.5' Wx Uniform - - 3.0067 - 2 2.5' to 7.5' Wx Uniform - - 2.9558 - 3 7.5' to 12.5' Wx Uniform - - 2.9558 - 4 12.5' to 17.5' Wx Uniform - - 2.9050 - 5 17.5' to 22.5' Wx Uniform - - 2.9050 - 6 22.5' to 27.5' Wx Uniform - - 3.1475 - 7 27.5' to 30' Wx Uniform - - 3.2733 - 8 30' to 32.5' Wx Uniform - - 3.4350 - 9 32.5' to 37.5' Wx Uniform - - 3.4892 - 10 37.5' to 42.5' Wx Uniform - - 3.4892 - 11 42.5' to 47.5' Wx Uniform - - 3.5242 - 12 47.5' to 50' Wx Uniform - - 3.5417 - 13 50' to 52.5' Wx Uniform - - 3.5467 - Multiframe 4D V7.51 - Static Analysis Summary -- 85 MPH 3 -second gust plus Total DL; Gf = 1.2984; Pole Cf = 0.90 -- Oroville 150 Foot Tall Segmented Steel Pole Saturday, August 11, 2001 Multiframe4D Versior. 7.51 14 52.5' to 57.5' WX 15 57.5' to 62.5' WX 16 62.5' to 67.5' WX 17 67.5' to 70' WX 18 70' to 72.5' WX 19 72.5' to 77.5' WX 20 77.5' to 80' WX 21 80' to 82.5' WX 22 82.5' to 87.5' WX 23 87.5' to 92.5' WX 24 92.5' to 97.5' WX 25 97.5' to 102.5 WX 26 102.5' - 107.5 WX 27 107.5' - 110' WX 28 110' - 112.5' WX 29 112.5' -117.5' WX 30 117.5' -122.5' WX 31 122.5' -127.5' WX 32 122.5' -127.5' WX 33 127.5' -132.5' WX 34 132.5' -137.5' WX 35 132.5' -137.5' WX 36 137.5' -142.5' WX 37 142.5' -147.5' WX 38 147.5' - 152' WX i 0.0' to 2.5' Wy 2 2.5' to 7.5' Wy 3 7.5' to 12.5' Wy 4 12.5' to 17.5' Wy 5 17.5' to 22.5' Wy 6 22.5' to 27.5' Wy 7 27.5' to 30' Wy 8 30' to 32.5' Wy 9 32.5' to 37.5' Wy 10 37.5' to 42.5' Wy 11 42.5' to 47.5' Wy 12 47.5' to 50' Wy 13 50' to 52.5' Wy 14 52.5' to 57.5' Wy 15 57.5' to 62.5' Wy 16 62.5' to 67.5' Wy 17 67.5' to 70' Wy 18 70' to 72.5' Wy 19 72.5' to 77.5' Wy 20 77.5' to 80' Wy 21 80' to 82.5' Wy 22 82.5' to 87.5' Wy 23 87.5' to 92.5' Wy 24 92.5' to 97.5' Wy 25 97.5' to 102.5 Wy 26 102.5' - 107.5 Wy 27 107.5' - 110' Wy 28 110' - 112.5' Wy 29 112.5' -117.5' Wy 30 117.5' -122.5' Wy 33 127.5' -132.5' Wy 31 122.5' -127.5' Wy 34 132.5' -137.5' Wy 36 137.5' -142.5' Wy 37 142.5' -147.5' Wy 38 147.5' - 152' Wy 35 132.5' -137.5' Wy 32 122.5' -127.5' Wy -- Oroville Cemetery Site - Oroville, Butte County,,CA Page 5 of 8 DE150ft pole OrovilleCA ATC R Waddell ASCE7-98 417-01-2 Uniform - - 3.5467 _ Uniform - - 3.5208 - Uniform - - 3.5208 - Uniform - - 3.4933 - Uniform - - 3.5383 - Uniform - - 3.4958 - Uniform - - 3.4958 - Uniform - - 3.4467 - Uniform - - 3.4467 - Uniform - - 3.3917 - Uniform - - 3.3300 - Uniform - - 3.2625 - Uniform - - 3.1900 - Uniform - - 3.1130 - Uniform - - 3.1042 - Uniform - - 3.0192 - Uniform - - 2.9292 - Uniform - - 2.9292 - Uniform - - 2.8358 - Uniform - - 2.7392 - Uniform - - 2.7392 - Uniform - - 2.6383 - Uniform - - 2.6383 - Uniform - - 2.5342 - Uniform - - 2.4275 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Uniform - - -1.6670 - Linear 0.0000 0.0000 -1.6670 -1.6670 Linear 0.0000 0.0000 -1.6670 -1.6670 Uniform - - -1.6670 - Uniform - - -1.6670 - Linear 0.0000 0.0000 -1.6670 -1.6670 Linear 0.0000 0.0000 -1.6670 -1.6670 Linear 0.0000 0.0000 -1.6670 -1.6670 There are no thermal loads in Total DL + 85 MPH Wind Analysis Settings Load Case LC Type Analysis Options Settings Total DL + 85 MPH Wind Static Linear Joint Displacements (in,deg) --"- - Joint Label Load Case dx' dy' dz' 8x' gy' Oz' Multiframe 4D V7.51 - Static Analysis Summary -- 85 MPH 3 -second gust plus Total DL; Gf = 1.2984; Pole Cf = 0.90 150 Foot Tall Segmented Steel Pole -- Oroville Cemetery Site - Oroville, Butte County, CA Saturday, August 11, 2001 Multiframe4D Version 7.51 Page 6 of 8 1 DE150ft pole OrovilleCA ATC R Waddell ASCE7-98 417-01-2 2 0' + 85 MPH Wind 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3 2.5' 7.5' + 85 MPH Wind 0.0235 -0.0003 0.0000 0.0000 0.0000. -0.0895 12.5' + 85 MPH Wind 0.1268 -0.0004 0.0000 0.0000 0.0000 -0.1076 5 + 85 MPH Wind 0.3347 -0.0009 0.0000 0.0000 0.0000 -0.2879 17.5' + 85 MPH Wind 0.7311 -0.0014 0.0000 0.0000 0.0000 -0.4674 6 22.5' + 85 MPH Wind 1.3150 -0.0019 0.0000 0.0000 0.0000 -0.6458 7 8 27.5' + 85 MPH Wind 2.0850 � -0.0024 0.0000 0.0000 0.0000 -0.8228 30' + 85 MPH Wind 2.5392 -0.0027 0.0000 0.0000 0.0000 -0.9119 9 32.5' + 85 MPH Wind 3.0413 -0.0029 0.0000 0.0000 0.0000 -1.0052 '_0 37.5' + 85 MPH Wind 4.1952 -0.0034 0.0000 0.0000 0.0000 -1.1964 ?1 42.5' + 85 MPH Wind 5.5498 -0.0039 0.0000 0.0000 0.0000 -1.3883 47.5' + 85 MPH Wind 7.1057 -0.0043 0.0000 0.0000 0.0000 -1.5807 13 50' + 85 MPH Wind 7.9593 ? -0.0045 0.0000 0.0000 0.0000 -1.6789 14 52.5' + 85 MPH Wind 8.8632 -0.0047 0.0000 0.0000 0.0000 -1.7732 15 57.5' + 85 MPH Wind, 10.8227 -0.0051 0.0000 0.0000 0.0000 -1.9665 16 62.5' + 85 MPH Wind 12.9850 -0.0055 0.0000 0.0000 0.0000 -2.1603 17 67.5' + 85 MPH Wind 15.3503 -0.0059 0.0000 0.0000 0.0000 -2.3541 18 70' + 85 MPH Wind 16.6090 '7c -0.0060 0.0000 0.0000 0.0000 -2.4530 19 72.5' + 85 MPH Wind 17.9211 -0.0062 0.0000 0.0000 0.0000 -2.5578 20 77.5' + 85 MPH Wind 20.7129 1 -0.0066 0.0000 0.0000 0.0000 -2.7704 21 80' + 85 MPH Wind 22.1920 80 -0.0068 0.0000 0.0000 0.0000 -2.8781 22 82.5' + 85 MPH Wind 23.7259 -0.0069 0.0000 0.0000 0.0000 -2.9801 23 87.5' + 85 MPH Wind 26.9574 -0.0073 0.0000 0.0000 0.0000 -3.1880 24 92.5' + 85 MPH Wind 30.4057 -0.0076 0.0000 0.0000 0.0000 -3.3936 25 97.5' + 85 MPH Wind 34.0674 -0.0078 0.0000 0.0000 0.0000 -3.5954 .'6 102.5' + 85 MPH Wind 37.9379 -0.0081 0.0000 0.0000 0.0000 -3.7919 7 107.5' + 85 MPH Wind 42.0104 -0.0083 0.0000 0.0000 0.0000 -3.9809 28 110' + 85 MPH Wind 44.1197 110 -0.0084 0.0000 0.0000 0.0000 -4.0744 29 112.5' + 85 MPH Wind 46.2792 -0.0085 0.0000 0.0000 0.0000 -4.1728 30 117.5' + 85 MPH Wind 50.7520 -0.0087 0.0000 0.0000 0.0000 -4.3626 31 122.5' + 85 MPH Wind 55.4126 -0.0089 0.0000 0.0000 0.0000 -4.5308 32 125' + 85 MPH Wind 57.8085.42.5 -0.0090 0.0000 0.0000 0.0000 -4.6182 33 127.5' + 85 MPH Wind 60.2466 -0.0090 0.0000 0.0000 0.0000 -4.6932 34 132.5' + 85 MPH Wind 65.2192 -0.0092 0.0000 0.0000 0.0000 -4.7981 35 137' + 85 MPH Wind 69.7850 13,7 -0.0093 0.0000 0.0000 0.0000 -4.8850 36 137.5' + 85 MPH Wind 70.2970 -0.0093 0.0000 0.0000 0.0000 -4.8926 37 142.5' + 85 MPHAW.ind 75.4592 -0.0093 0.0000 0.0000 0.0000 -4.9604 38 147.5' + 85 MPH Wind 80.6773 -0.0094 0.0000 0.0000 0.0000 -4.9988 39 150' + 85 MPH Wind 83.2966 150 -0.0094 0.0000 0.0000 0.0000 -5.0043 Joint Reactions (lbf,lbf-in) Joint Label Load Case Rx' Ry' Rz' Mx' My' Mz' 1 0' + 85 MPH Wind -11927.5708 15234.9933 0.0000 0.0000 0.000013691209.6091 2 2.5' + 85 MPH Wind 0.0000 -0.0018 0.0000 0.0000 0.0000 1.1063 s 7.5' + 85 MPH Wind 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 4 12.5' + 85 MPH Wind -0.0009 0.0000 0.0000 0.0000 0.0000 0.0000 5 17.5' + 85 MPH Wind 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 6 22.5' + 85 MPH wind -0.0009 0.0000 0.0000 0.0000 0.0000 -1.1063 7 27.5' + 85 MPH Wind 0.0000 0.0000 0.0000 0.0000 0.0000 1.1063 8 30' + 85 MPH Wind -0.0009 -0.0009 0.0000 0.0000 0.0000 0.0000 9 32.5' + 85 MPH Wind 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 10 37.5' + 85 MPH Wind 0.0009 0.0000 0.0000 0.0000 0.0000 0.0000 11 42.5' + 85 MPH Wind 0.0000 0.0009 0.0000 0.0000 0.0000 0.0000 12 47.5' + 85 MPH Wind 0.0000 0.0009 0.0000 0.0000 0.0000 0.0000 13 50' + 85 MPH Wind 0.0007 0.0000 0.0000 0.0000 0.0000 0.5532 14 52.5' + 85 MPH Wind -0.0009 0.0000 0.0000 0.0000 0.0000 0.0000 15 57.5' + 85 MPH Wind -0.0009 0.0004 0.0000 0.0000 0.0000 0.0000 16 62.5' + 85 MPH Wind 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 17 67.5' + 85 .MPH Wind -0.0009 0.0004 0.0000 0.0000 0.0000 0.5532 16 70' + 85 MPH Wind 0.0000 0.0004 0.0000 0.0000 0.0000 0.0000 19 72.5' + 85 MPH Wind 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 20 77.5' + 85 MPH Wind 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 21 80' + 85 MPH Wind 0.0008 0.0004 0.0000 0.0000 0.0000 0.0000 22 82.5' + 85 MPH Wind -0.0004 0.0000 0.0000 0.0000 0.0000 -0.2766 23 87.5' + 85 MPH Wind 0.0000 0.0004 0.0000 0.0000 0.0000 0.0000 24 92.5' + 85 MPH Wind 0.0000 0.0000 .0.0000 0.0000 0.0000 0.0000 25 97.5' + 85 MPH Wind 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 26 102.5' + 85 MPH Wind 0.0004 0.0000 0.0000 0.0000 0.0000 0.0000 27 107.5' + 85 MPH Wind -0.0004 0.0000 0.0000 0.0000 0.0000 0.0000 28 110' + 85 MPH Wind 0.0000 0.0002 0.0000 0.0000 0.0000 -0.1383 29 112.5' + 85 MPH Wind 0.0000 -0.0001 0.0000 0.0000 0.0000 0.1383 30 117.5' + 85 MPH Wind 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 31 122.5' + 85 MPH Wind -0.0004 -0.0001 0.0000 0.0000 0.0000 0.0000 32 125' + 85 MPH Wind -0.0002 0.0000 0.0000 0.0000 0.0000 0.0000 33 127.5' + 85 MPH Wind -0.0002 0.0000 0.0000 0.0000 0.0000 0.0000 34 132.5' + 85 MPH Wind 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 35 137' + 85 MPH wind 0.0003 -0.0001 0.0000 0.0000 0.0000 -0.0346 Multiframe 4D V7.51 - Static Analysis Summary -- 85 MPH 3 -second gust plus Total DL; Gf = 1.2984; Pole Cf = 0.90 150 Foot Tall Segmented Steel Pole -- Oroville Cemetery Site - Oroville, Butte County, -CA Saturday, August 11, 2001 """ Rx -11927.5743 Multiframe4D Version 7.51 Ry 15234.9951 Page 7 of 8 36 137.5' + 85 MPH Rz DE150ft pole OrovilleCA ATC R Waddell ASCE7-98 417-01-2 37 142.5' + 85 MPH Wind Wind 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 38 147.5' + 85 MPH Wind 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000: 0.0173 39 150' + 85 MPH Wind -0.0001 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 DL + 85 MPH Wind 15234.9933 11927.5708 0.0000 0.0000 0.0000 -0.0000 Sum of Reactions (lbf,lbf-in) Total DL + 85 MPH Wind ----'-'- """ Rx -11927.5743 Ry 15234.9951 Rz 0.0000 Member - --- ---- Actions- - (lbf,lbf-in) --'--'"-- - - - Member 1 Total Load Case Px' VY Vz' Tx' My (0.0' t DL + 85 MPH Wind 15234.9933 11927.5708 0.0000 0.0000 0.0000 Mz 13691209.6091 2 Total DL + 85 MPH Wind -14797.7925 14797.7907 -11837.3697 0.0000 0.0000 0.0000 -13334735.5826 (2.5' t -13938.3354 11837.3697 -11660.0218 0.0000 0.0000 0.0000 0.0000 13334736.6889 3 Total DL + 85 MPH Wind 13938.3354 11660.0218 0.0000 0.0000 0.0000 0.0000 -12629819.0559 (7.5' t 4 -13093.7280 -11482.6738 0.0000 0.0000 0.0000 0.0000 12629819.0559 -1193553.3968 (12.5' Total DL + 85 MPH Wind 13093.7280 11482.6747 0.0000 0.0000 0.0000 11935533..3968 5 Total DL + 85 MPH Wind -12263.9193 12263.9193 -11308.3739 0.0000 0.0000 0.0000 -11251801.6287 (17.5' -11456.6074 11308.3739 -11134.0732 0.0000 0.0000 0.0000 0.0000 11251801.6287 6 Total DL + 85 MPH Wind 11456.6074 11134.0741 0.0000 0.0000 0.0000 0.0000 -10578528.1814 "2.5' Total DL + 85 -10656.9459 -10995.2290 0.0000 0.0000 0.0000 0.0000 10578527.0751 -9916148.9045 (27.5' MPH wind 10656.4454 10945.2240 0.0000 0.0000 0.0000 9916150.0108 8 Total DL + 85 MPH Wind -10263.7884 10263.7875,` -10847.0246 10847.0255 0.0000 0.0000 0.0000dl 0.0000 561 -9589265.1573 (30' to -9918.9006 -10743.9751 0.0000 0.0000 0.0000 0.0000 9589265.1573 9 Total DL + 85 MPH wind 9918.9006 10743.9751 0.0000 0.0000 0.0000 0.0000 -9265900.6231 9265400.6231 (32.5' 10 Total DL + 85 MPH Wind -9246.3248 9246.3248 -10534.6235 0.0000 0.0000 0.0000 -8627042.2893 137.5' 10534.6226 0.0000 0.0000 0.0000 8627092.2893 11 Total DL + 85 -8590.8959 -10325.2710 0.0000 0.0000 0.0000 -8001245.9396 (42.5' MPH Wind 8590.8968 10325.2710 0.0000 0.0000 0.0000 8001295.9396 12 Total DL + 85 MPH Wind -7952.6658 7952.6667 -10113.8188 0.0000 0.0000 0.0000 -7388072.9761 (47.5' 10113.8188 0.0000. 0.0000 0.0000 7388072.9761 13 Total DL + 85 MPH Wind -7642.1528 7642.1528 -10007.5685 9108.5678 0.0000 0.0000 0.0000 -7086251.7950 (50' to -7331.6393 -9002.1664 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 7086252.3481 14 Total DL + 85 MPH Wind 7331.6393 9002.1673 0.0000 0.0000 0.0000 -6814591.2135' 6814591.2135 (52.5' 15 Total DL + 85 -6727.8049 -8789.3645 0.0000 0.0000 0.0000 -6280849.9058 (57.5' MPH Wind 6727.8054 8789.3654 0.0000 0.0000 0.0000 6280844.9058 16 Total DL + 85 MPH Wind -6141.1698 6141.1698 -8578.1169 0.0000 0.0000 0.0000 -5759820.4488 (62.5' 8578.1169 0.0000 0.0000 0.0000 5759820.4488 17 Total DL + 85 MPH Wind -5571.7321 5571.7326 -8366.8685 8366.8694 0.0000 0.0000 0.0000 -5251471.3762 (67.5' -5295.5969 -8262.0697 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 5251471.9294 18 Total DL + 85 MPH Wind 5295.5973 'E-- 8262.0697 E-- 0.0000 0.0000 �� -� 0.0000 -5002037.2478 5002037.2978 (70' to 19 Total DL + 85 -5059.6207 -8155.9212 0.0000 0.0000 0.0000 -4755767.2635 MPH Wind 5059.6207 8155.9212 0.0000 0.0000 0.0000 4755767.2635 ,72.5' 20 Total DL + 85 MPH Wind -4602.0211 4602.0211 -7946.1727 7946.1727 0.0000 0.0000 0.0000 -4272704.7917 (77.5' 0.0000 0.0000 0.0000 4272704.7917 21 Total DL + 85 MPH Wind -4380.3946 4380.3950 -7841.2993 6812.2984 0.0000 0.0000 0.0000 -4035892.3900 (80' to 0.0000 0.0000 0.0000 4035892.3900 22 Total DL + 85 MPH Wind -4158.7694 4158.7694 -6708.8977 6708.8981 0.0000 0.0000 0.0000 -3833074.6235 (82.5' 0.0000 0.0000 0.0000 3833074.3469 23 Total DL + 85 MPH Wind -3729.8663 3729.8667 -6502.0958 6502.0958 0.0000 0.0000 0.0000 -3436744.8272 (87.5' -3315.3117 -6298.5936 0.0000 0.0000 0.0000 0.0000 0.0000 3436744.8272 24 Total DL + 85 MPH Wind 3315.3117 6298.5936 0.0000 0.0000 0.0000 0.0000 -3052723.9389 3052723.9389 (92.5' 25 -2915.1556 -6098.7937 0.0000 0.0000 0.0000 -2680802.5828 (97.5' Total DL + 85 MPH Wind 2915.1556 6098.7937 0.0000 0.0000 0.0000 2680802.5828 26 Total DL + 85 MPH Wind -2529.3478 2529.3478 -5903.0439 5903.0435 0.0000 0.0000 0.0000 0.0000 -2320747.3204 (102.5' -2157.8882 -5711.6432 0.0000 0.0000 0.0000 0.0000 0.0000 2320747.3204 -1972306.3201 27 (107.5' Total DL + 85 MPH Wind 2157.8882 5711.6437 0.00.00 0.0000 0.0000 1972306.3201 28 Total DL + 85 MPH Wind -1979.3333 -5618.2540 1979.3335 <�- 5618.2540 0.0000 0.0000 0.0000 -1802358.4517 (110' - 0.0000 0:0000 -1 0.0000 1802358.3134 29 Total DL + 85 MPH Wind -1832.6492 1832.6491 -5525.1277 5525.1277 0.0000 0.0000 0.0000 0.0000 -1635207.2829 (112.5' -1550.7801 -5343.9756 0.0000 0.0000 0.0000 0.0000 0.0000 1635207.4212 -1309134.4859 30 Total DL + 85 MPH Wind 1550.7801 5343.9756 0.0000 0.0000 0.0000 1309134.4859 (117.5' 31 -1280.4093 -5168.2232 0.0000 0.0000 0.0000 -993767.9190 (122.5' Total DL + 85 MPH Wind 1280.4092 5168.2237 0.0000 0.0000 0.0000 993767.9190 32 Total DL + 85 MPH wind -1156.6975 1156.6975 -5080.3471 3591.3473 0.0000 0.0000 0.0000 -840039.0552 (122.5' -1032.9865 -3506.2733 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 840039.0552 -733575.0783 Multiframe 4D V7.51 - Static Analysis Summary -- 85 MPH 3 -second gust plus Total DL; Gf = 1.2984; Pole Cf = 0.90 Multiframe 4D V7.51 - Static Analysis Summary -- 85 MPH 3 -second gust plus Total DL; Gf = 1.2984; Pole Cf = 0.90 150 Foot Tall Segmented Steel Pole -- Oroville Cemetery Site - Oroville, Butte County, ,CA Saturday, August 11, 2001 Page 8 of 8 Multiframe4D Version 7'.51 DE150ft pole OrovilleCA ATC R Waddell ASCE7-98 417-01-2 33 Total DL + 85 MPH Wind 1032.9865 3506•.2735 0.0000 0.0000 0.0000 733575.0783 (127.5' 34 -774.0650 -3341.9215 0.0000 0.0000 0.0000 -528129.3692 Total DL + 85 MPH Wind 774.0650 3391.9215 0.0000 0.0000 0.0000 � 528129.3642 (132.5' 35 -561.7336 -3194.0050 0.0000 0.0000 0.000.0 -351659.6319 Total DL + 85 MPH Wind 561.7335 2457.0047 0.0000 0.0000 0.0000 351659.5973 (132.5' -538.1410 -2441.1750 0.0000 0.0000 0.0000 -336964.9621 36 Total DL + 85 MPH Wind 538.1410 2991.1750 0.0000 0.0000 0.0000 336964.9621 (137.5' -313.7157 -2282.8770 0.0000 0.0000 0.0000 -195243.4755 37 Total DL + 85 MPH Wind 313.7157 2282.8770 0.0000 0.0000 0.0000 195243.4928 (192.5' -100.7386 -2130.8249 0.0000 0.0000 0.0000 -62832.1770 38 Total DL + 85 MPH Wind 100.7387 2130.8249 0.0000 0.0000 0.0000 62832.1770 (147.5' -0.0000 -2057.9999 0.0000 0.0000 0.0000 -0.0000 Multiframe 4D V7.51 - Static Analysis Summary -- 85 MPH 3 -second gust plus Total DL; Gf = 1.2984; Pole Cf = 0.90 Friday, August 10, 2001 .50r ---> 45' - > -�5`--'> -jo ( ---> /051 -�> LZdr -� 150 ft tall pole Dynamic Modal Analysis Oroville Cemetery Site - Oroville,CA Page 1 of 1 C:\temp1DE150ft steel pole OrovilleCA ATC Ron Waddell 417-01-1.mfd 1 J .IQwt 1 La, ell 0' dX 0.0000 0.0000 dZ 0.0000 1?% 0.0000 N 0.0000 1V7_ 0.0000, ,2 2p 2 2.5' 0.0096 -0.0000 0.0000 0.0000 0.0000 '-0.0367 3 7.5' 0.0520 -0.0000 0.0000 0.0000 0.0000 -0.0442 4 4 12.5' 0.1381 -0.0000 0.0000 0.0000 0.0000 -0.1197 5 17.5' 0.3036 -0.0000 0.0000 0.0000 0.0000 -0.1958 5 6 22.5' 0.5490 -0.0000 0.0000 0.0000 0.0000 -0.2723 eWMJ 7 27.5' 0.8749 -0.0000 0.0000 0.0000 0.0000 -0.3493 ' 8 30' 1.0680 -0.0000 0.0000 0.0000 0.0000 -0.3884 9 j1p'Mal 9 10 32.5' 37.5' 1.2823 1.7775 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.4297 -0.5152 `ji1 11 42.5' 2.3630 -0.0000 0.0000 0.0000 0.0000 -0.6023 61112MJ 12 47.5' 3.0407 -0.0000 0.0000 0.0000 0.0000 -0.6911 A46MINI 13 50' 3.4147 70.0000 0.0000 0.0000 0.0000 -0.7370 14 15 52.5' 57.5' 3.8122 4.6791 -0.0000 -0.0000 0.0000. 0.0000 0.0000 0.0000 0.0000 0.0000 -0.7814 -0.8731 16 62.5' 5.6427 -0.0000 0.0000 0.00001 0.0000 -0.9661 X17 17 67.5' 6.7045 -0.0000 0.0000 0.00001 0.0000 -1.0604 1;8{} 18 70' 7.2725 0.0000 0.0000 0.0000 0.0000 -1.1090 19 72.5' 7.8668 -0.0000 0.0000 0.0000 0.0000 -1.1608 20 77.5' 9.1389 -0.0000 0.0000 0.0000 0.0000 -1.2673 2i1 21 80' 9.8169 -0.0000 0.0000 0.0000 0.0000 -1.3219 ;22 22 82.5' 10.5228 -0.0000 0.0000 0.0000 0.0000 -1.3739 23 ., 23 87.5' 12.0183 -0.0000 0.0000 0.0000 0.0000 -1.4806 24� „4 24 92.5' 13.6254 -0.0000 0.0000 0.0000 -0.0000 -1.5867 25 25 97.5' 15.3431 1 -0.0000 0.0000 0.0000 0.0000 -1.6917 26 26 102.5' 17.1699 -0.0000 0.0000 0.0.000 0.0000 -1.7950 =27 ; • .' 1 27 107.5' 19.1036 -0.0000 0.0000 •0.0000 0.0000 -1.8956 2$ 28 110' 20.1095 -0.0000 0.0000 0.0000 0.0000 -1.9460 29 112.5' 21.1427 -0.0000 0.0000 0.0000 0.0000 -1.9997 30 117.5' 23.2939 -0'0000 0.0000 0.0000 0.0000 -2.1056 . M. 31 122.5' 25.5520 0.0000 0.0000 0.0000 0.0000 -2.2034 1.21ii 32 125' 26.72001 0.0000 0.0000 0.0000 0.0000 -2.2568 33 33 127.5' 27.9142 0.0000 0.0000 0.0000 0.0000 -2.3038 34 34 132.5' " 30.3633 0.0000 0.0000 0.0000 0.0000 -2.3701 35mj1[ 35 137' 32.6252 0.0000 0.0000 0.0000 0.0000 -2.4264 36 36 137.5' 32.8795 0.0000 0.0000 0.0000 0.0000 2.4314 37 . 37 142.5' 35.4511 0.0000 0.0000 0.0000 0.0000 -2.4760 38� 38 147.5' 38.0594 0.0000 0.0000 0.0000 0.0000 -2.5010 ;39 39 150 1 39.37011 0.00001 0.0000 0.0000 0.0000 -2.5045 Multiframe 4D V7.51 Modal Analysis Summary - Fundamental mode of vibration clg�C V16 r-n�tG l/ �c.al ��sPl� eA o ,o _ o IS ` 22ot3S .005'Gf0 , 0 27 3or I ,OIoF�D 5. lLnjo 105 1 S •• � ��"1 S � -------_-_ __. _ _. oj....._.__._ Multiframe 4D V7.51 Modal Analysis Summary - Fundamental mode of vibration COUNTY OF BUTTE OFFICE OF PLANNING DEPARTMENT 7 COUNTY CENTER DRIVE OROVI�LLE, CALIFORNIA 95965-3397 RETURN SERVICE REQUESTED & Ito 4, r y 'L'qe g44FCi yoF ° �- _ PUBLIC � � �a � � r 40076000 'q ='°yi (007 YERS EUGENE &� � ' � ; ' r _ EATON RD''l'X.,HEARING - �- ICO CA 95973 NOTICE MEyt q/& N•.5S•%3.�sSU1 1.N 2r VS+/07/n�• RETURN TO SENDER NO FORWARD ORDER ON FILE -r UNABLE TO_F_ORWARD Il IIIII�I��i�l�ill'I I11I141'1��11� 16111ii1f1ltttft 11 ��tt 11�14t14�1ft)i�ili��i•lt+v I . •J �.�c•=± ',b:.' � ,�::�^rf ase COUNTY OF BUTTE OFFICE OF PLANNING DEPARTMENT 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3397 RETURN SERVICE REQUESTED PUBLIC HEARING ff\lP NOTICE 007390021000 DUNWOODY GILFRED L .364 GARDENSIDE CT an CO CA 95973 ' DUNW364 959732192 1701 27 09/05/01 RETURN TO SENDER DUNWOODY'GILFRED L 4300 STAGECOACH RD + DUNSMUIR CA 96025-1813 If �.8. POSYAQ� Rfif�•-• , .7.a-:-.•,:�-: ti,I„�I�l�i,t,�, t,,,t,l,�tl„f COUNTY OF BUTTE OFFICE OF PLANNING DEPARTMENT r' 7 COUNTY CENTER DRIVE 67 ► Ago E`! 0 9� �. OROVILLE, CALIFORNIA 95965-3397 RETURN SERVICE REQUESTED 7 14640 PUBLIC _ell- 79U0� n � 0072600 ES R JR & MARY ANN HEARING PADDY CAY � 2515 RAMS a CffiCO CA 959.7.3 PRID515 9592672112 1800 80 09/05/01 NOTICE ly 1 FORWARD TIME EXP RTN TO SEND PRIDDY JR ` 11061 SPYGLASS RD CHICO CA 95973-7678 •�_•�•�• ••.: -° :�ti1,���.i;i�l�i;�,ii,r,iii,`►��li„,1C;l,i��l���iil;ei„�ii���li SYMBOLS DESCRIPTION REV T 1 TITLE SHEET EXISTING CONSTRUCTION ANCHOR BOLT TAPERED INSULATION GAUGE TO REMAIN RISER AC ASPHALTIC EXISTING CONSTRUCTION ==________= RIGID INSULATION REQUIRED TO BE REMOVED-'_ CONCRETE GL GLAc:3 RD ROOF DRAIN A/C AIR CONDITIONING NEW PARTITION (SEE PLAN) GRACE INSULATION ® CONCRETE BLOCK ACOUSTIC(AL) GRAVEL BASE GYP�.'UM STONE WALL I — II EARTH ADJUSTABLE ' • HOLLOW CORZE RWD REDWOOD GAUGE METAL •' • •. CONCRETE HOLLOW METAL STEEL GYPSUM BOARD FLOOR HORIZ HORIZONTAL S SINK ACOUSTIC CEILING PANEL ARCHITECTURAL HR HOUR SC PLYWOOD BD BOARD HT FLUORESCENT LIGHTING SCHED — SECT SECTION FIXTURE BUILDING ID INSIr„E DIMENSION SHLVS FINISH WOOD BLKG. BLOCKING INS INSULATION BOT SUPPLY AIR DIFFUSER iNT WOOD FRAMING BSMT BASEMENT INT. INTEi,IOR SHT SHEET C RETURN AIR DIFFUSER JT WOOD BLOCKING SIM SPECS SIMILAR SPECIFICATIONS CABS CABINET�S� 23 ROOM NUMBER SS GLASS CEM CEMENT LAM START POINT FOR 23 DOOR NUMBER CL CONSTRUCTION OR P.O.C. LAV LAVCPATORY DENOTES CONTRACTOR PROVIDED 23 KEY NOTE NEW POU► IDS STRUCT STRUCTURAL CLG AND INSTALED UNLESS LT LIGH SUSP NOTED OTHERWISE CLR CLEAR O NEW DOOR COLUMN MANUF ALIGN CONC CONCRETE MAX. EXISTING DOOR T/E TELCO/POWER RUN CONST. CONSTRUCTION MECH. MECIIANICAL THK DETAIL/SECTION NUMBER CONT. CONTINUOUS �— SHEET NUMBER A COAX CABLE RUN CORR CORRIDOR MISC. MISCELLANEOUS X DETAIL/SECTION NUMBER DBL. DOUBLE - SHEET NUMBER ABBREVIATIONS DESCRIPTION REV T 1 TITLE SHEET AB ANCHOR BOLT GA. GAUGE R RISER AC ASPHALTIC GALV GALVANIZED READ REQUIRED CONCRETE GL GLAc:3 RD ROOF DRAIN A/C AIR CONDITIONING GR GRACE RM ROOM ACOUS. ACOUSTIC(AL) GYP GYP�.'UM RO ROUGH OPENING ADJ ADJUSTABLE HC HOLLOW CORZE RWD REDWOOD A.F.F. ABOVE FINISH HM HOLLOW METAL FLOOR HORIZ HORIZONTAL S SINK ARCH ARCHITECTURAL HR HOUR SC SOLID CORE BD BOARD HT HEIC`IT SCHED SCHEDULE SECT SECTION BLDG. BUILDING ID INSIr„E DIMENSION SHLVS SHELVES BLKG. BLOCKING INS INSULATION BOT BOTTOM iNT INTERIOR BSMT BASEMENT INT. INTEi,IOR SHT SHEET C COURSES JT JOIN `' SIM SPECS SIMILAR SPECIFICATIONS CABS CABINET�S� SS STAINLESS STEEL CEM CEMENT LAM LAMP 4TED STSTL STEEL CL CHAIN LINK LAV LAVCPATORY STORAGE CLOS CLOSET LBS POU► IDS STRUCT STRUCTURAL CLG CEILING LT LIGH SUSP SUSPENDED CLR CLEAR COL COLUMN MANUF MAN''FACTURER CONC CONCRETE MAX. MAX! -JUM TO TISSUE DISPENSER CONST. CONSTRUCTION MECH. MECIIANICAL THK THICK CONT. CONTINUOUS MIN. MINII.'UM TS TUBE STEEL CORR CORRIDOR MISC. MISCELLANEOUS TYP. TYPICAL DBL. DOUBLE ML METAS LATH DEMO DEMOLITION MO MASC'NRY OPFENING U.N.O. UNLESS D.F. DRINKING MS MACPINE SCRtEW NOTED FOUNTAIN MTD MOUNTED OTHERWISE DIM DIMENSION MTL. METAL. DN DOWN VCT VINYL D.O. DITTO NIC NOT IN CONTFRACT COMPOSITION TILE DOOR NO.(#) NUMPER. VERT VERTICAL DR DETAIL N.T.S. NOT ;0 SCALIE VG VERTICAL GRAIN DWG DRAWING (E) EXISTING CIA P W/ WITH EA. EACH OC O.C. .. ON ENTER OPEh'iNG WC WATER CLOSET ELEC. ELECTRICAL OPP OPr(.')ITE WD. WOOD ELEV. ELEVATION W/H WATER HEATER EXIST EXISTING _ WR WATER RESISTANT EXP EXPANSIONWT PLRTU P/ WEIGHT EXT EXTERIOR PL PLATi�:ATE'tON FB FLAT BAR PIAS PLA`1ER FH FLAT HEAD PLASLA.`4 PLAST-C LAMINNTE FIN. FINISH(ED) PI_YWf) PLY`U�:”OD FLR. FLOOR POC POI`17 OF CONN.".CTION ® AT F.O.S. FACE OF STUD PROP PROP`RTY CL CHANNEL F.S. FINISH SURFACE CENTERLINE FT.(') FOOT(FEET) L ANGLE FTG. FOOTING FW FINISH WALL NZI J ; 368A 3411,_5 SILVERBELL RD. CHHCO, CA 95926 0. z J H C C) W PROJECT 0 LOCATION m EATON RD I \. SOF. G� yFC' �99 O <'L C� 0�P OPS, VICINITY MAP FROM POINT BTA 719 LLC IN SANTA MONICA: ';O NE ON BROADWAY ST. BURN RIGHT ON70 LINCOLN BLVD./CA-2. BURN LEFT ONTO) OLYMPIA BLVD. BURN SLIGHT LEFT ONTO 1-10 E FWY. TOWARDS LOS ANGELES. TAKE 1-405 N RAAMP TOWARDS SACRAMENTO. 1--405 N BECOMEES 1-5 N. FAKE CA-70E/CAA-99 N RAMP TOWARDS YUBA CIT`'/MARYSVILLE. MERGE ONTO CA --99N. TAKE EATON RD. EXIT. 1URN LEFT ONTO, E. EATON RD. 1URN LEFT ONTO ESPLANADE RD. [)RIVING DIRECTIONS TOWER INFORMATION) (N.A.D. 83) TOWER INFORMATION (N.A.D. LATITUDE N39• 46' 15" LATITUDE N/A LONGITUDE W121" 52' 11" LONGITUDE N/A LEGAL DESCRIPTION ADD ANTENNAS TO AN EXISTING TOWER, ADD TELECOMMUNICATION EQUIPMENT TO 10' X 18' LEASE AREA INSIDE BUILDING PROJECT DESCRIPTION APPLICANTAESSEE POINT BTA LLC CONTACT: ALVIN SOUDER 715 BROADWAY ST., #320 PHONE: (310) 451-4430 SANTA MONICA, CA 90401 FAX: PROPERTY INFORMATION OWNER: THE THOMAS COMPANY ADDRESS: 2310 PROFESSIONAL DRIVE ROSEVILLE, CA 95678 CONTACT: TBD PHONE: TBD AREA OF 180 SQ. FT. CONSTRUCTION: OCCUPANCY TYPE: B CONSTRUCTION TYPE: TBD ZONING APPLICATION #: TBD A.P.N.: 007-39-001 HANDICAP REQUIREMENTS: FACULTY IS UNMANNED AND NOT FOR HUMAN HABITATION PROJECT SUMMARY ARCHTECTURAL: KAESTNER ARCHITECTS AND PLANNERS 2935 FOURTH STREET CERES, CALIFORNIA 95319 CONTACT: KEN KAESTNER, JR. TEL: (209) 238-8245 FAX: (209) 238-8241 SURVEYOR: ROBERT K. GOODNER AND SURVEYING INC. 850 SAN JOSE AVE, SUITE 102 CLOVIS, CA 93612 PHONE: (209) 432-4364 FAX: (209 297-3485 RF: ANDRE SMITH 224 VERNON ST. ROSEVILLE, CA 95678 PHONE: (916) 772-3041 MOBILE: (916) 223-5723 CONSTRUCTION MANAGER: DAVE SPRUNCK 224 VERNON ST, ROSEVILLE, CA 95678 PHONE: (916) 772-8921 MOBILE: (916) 223-2015 PROJECT DIRECTORY Point IATA. 79 LLC 715 BROADWAY STREET SUITE 320 SANTA MONICA, CA 90401 Office: (310)451-4430 I r =PROJECT INFORMATION: `—CURRENT ISSUE DATE: ' 7/25/01 ISSUE FOR: ZONING r--REV: =DATE:— DES(CRIPTION:--�G�Y:-- SHEET DESCRIPTION REV T 1 TITLE SHEET 2 Al SITE PLAN, DETAILED PLAN OF LEASE AREA 2 A2 EQUIPMENT LAYOUT, EQUIPMENT ELEVATION do ANTENNA CONFIGURATION 2 A3 1EXTERIOR ELEVATIONS 2 1 ,/ 12 /0 1 9 05,01 1-,-) ltai l.�\, G_... SHEET INDEX ISSUED FOR: Z O N I N G DATE: 7/25/01 % i 1 ,/ 12 /0 1 9 05,01 1-,-) ltai l.�\, G_... e- sk'rM, F'h ii ARCHNT=CTS Ardl f'LANtZIMS P.O. Bov 1777 Empire, California 95319 2935 FOURTH STREET CERES, CA 95319 (209)-538-8245 FAX (209) 538-8241 E–Mail KKoestnerCdr-iol.com NSULTANTS; DRAWN BY. CHIK BY: APPR. BY:= TW NHP KKK I �—LICENSURE. p E EMWE AUG 3 2001 BUTTE COUNTY PLANNING D11VISION SHEET TITLE: _? Ir I TITLE SHEET 4 j =SHEET NUMBER: REVISION: z. 01-185.005 A.P.N. 007-260-077 A.P.N. 007-39-023 Point BTA 79 LLC 715 BROADWAY STREET SUITE 320 SANTA MONICA, CA 90401 Office: (310)451-4430 r%r4f% 1r -^r II r -^M IA'r ^ 11\VVLV1 11\1 WI\I—11 V1� SILVERBELL RD. 368A 3415 SILVERBELL RD. CHICO, CA 95926 I CURRENT ISSUE DATE: 7/25/01 ISSUE FOR: NEW PANEL ANTENNAS, ZONING (E) BUILDING TWO PER SECTOR REV:=DATE: DESCRIPTION: BY: ---i (E) SHOP r-- A.P.N. (E) TOWER r 007-39-022 (E) GATE x D i Ix I - (E) BUILDING i' PROPOSED WALL MOUNTED A.P.N. ELECTRICAL CONDUIT � 007-39-021 NEW LEASE SPACE E) FENCE & PROPERTY LINE A.P.N. 007 -39-002 0 PROPOSED EQUIPMENT (E) .FENCE & PANEL B PROPERTY LINE �' NEW CONDUIT LOCATION INSIDE SUITE #8 TELCO A.P.N . PANEL A 007-39-003 / FAN UNIT— A. P. NI. NITA.P.NI. 007-39-017 A.P.N. 007-39-004 CONDENSER A.P.N. 007-39-005 A.P.N. 007-39-006 A.P.N. 007-39—(I'�7 SCALE: 40' 20' 0 40' SCALE: 10' 5' 0 10' SITE PLAN ,„=4Q, �� 2 ENLARGED SITE PLAN�_� _,o 2 7/25/01 100% ZONING RAK 1 7/12/01 90% ZONING 1W PLANS PREPARED BY: KAES TR ARCHITECTS AND PLANNERS P.O. Box,, 1777 Empire, California 95319 2935 FOURTH STREET CERES, CA 95319 (209)-538-8245 FAX (209) 538-8241 E—Mail KKoestner®aol.com NSULTANTS: =DRAWN BY: CHK BY: APPR. BY:= F__TW NHP I KKK NSUR EET TITLE: SITE PLAN & ENLARGED SITE PLAN =SHEET NUMBER: REVISION: x. 01-185.005 16' 3' 2 91 2' O PROPOSED TELCO CABINET 1 O PROPOSED 12'X4' PLYWOOD O PROPOSED PDC CABINET 0 PROPOSED PDC CABINET j ® PROPOSED BUPS CABINET 3>PROPOSED BIJPS CABINET 2 O O 4O PROPOSED REPEATER 2 N jPROPOSED REPEATER 2 40 00 0<1>o ® ®5O PROPOSED REPEATER 1 50 PROPOSED REPEATER 1 C° 70 co27_ 0 3 40 5 6 O 6> PROPOSED M3 SPLITTER co ©PROPOSED M3 SPLITTER 8 70 PROPOSED MICROCELL CABINET 7OPROPOSED MICROCELL CABINET c 9 ® PROPOSED 6" CONC. SLAB N I CO ® PROPOSED 4"X4" POST NO 90 PROPOSED 4"X4" POST 9O PROPOSED 6" CONC. SLAIB <@> PROPOSED 12'X4' PLYWOOD �2'11 1'-5" L6"[ 1' 6" 1'-2' 6" 1'-2"16" 1'-2' 6" 1'-8" 1' 2' SCALE: 2' 1' 0 2' 3 EQUIPMENT LAYOUT SCALE: 2' it 0 2' EQUIPMENT ELEVATION 1i2„ 1, 2n� Q EL Q O of O U Q PROPOSED POINT BTA 79 LLC PANEL ANTENNAS (2 PER SECTOR AT 3 SECTORS) AT 70' RAD CENTER (E) TOWER SF 10. C P UNUSED 4 ANTENNA CONFIGURATION 1�4LE, 4� 2'X Jo 4' 2 Point BTA 79 LLC 715 BROADWAY STREET SUITE 320 SANTA MONICA, CA 90401 Office: (310)451-4430 =PROJECT INFORMATION: SILVERBELL RD. 368A 3415 SILVERBELL RD. CHICO, CA 95926 =CURRENT ISSUE DATE: ' 7/25,/01 =ISSUE FOR: ZONING =REV:=DATE: DESCRIIPTION: BY: ---1 =PLANS PREPARED BY: KAESTNER ARCHITECTS AND PLANNERS P.O. Box 1777 Empire, California 95319 2935 FOURTH STREET CERES, CA 95319 (209)-538-8245 FAX (209) 538-8241 E—Mail KKoestner@aol.com NSULTANTS: =DRAWN BY: CHK BY: APPR. BY:= TW NHP KKK -I IhCAICI IDC -LIV LI.JV - "- EET EQUIPMENT LAYOUT, EQUIPMENT (ELEVATION & ANTENNA CONFIGURATION =SHEET NUMBER: REVISION: 2 Q 01-185.005 2 07/25/01 1007 ZONING RAK 1 7/12/01 907. ZONING TW =PLANS PREPARED BY: KAESTNER ARCHITECTS AND PLANNERS P.O. Box 1777 Empire, California 95319 2935 FOURTH STREET CERES, CA 95319 (209)-538-8245 FAX (209) 538-8241 E—Mail KKoestner@aol.com NSULTANTS: =DRAWN BY: CHK BY: APPR. BY:= TW NHP KKK -I IhCAICI IDC -LIV LI.JV - "- EET EQUIPMENT LAYOUT, EQUIPMENT (ELEVATION & ANTENNA CONFIGURATION =SHEET NUMBER: REVISION: 2 Q 01-185.005 Point BTA 79 LLC 715 BROADWAY STREET SUITE 320 SANTA MONICA, CA 90401 Office: (310)451-4430 `PROJECT INFORMATION: SILVERBELL RD. 368A 3415 SILVERBELL RD. I CHICO, CA 95926 TOP 0_F _TOWER LI TOP OF TOWER CURRENT ISSUE DATE: f 120 A.G.L. 7/25/01 (E) ANTENNAS (TYP) ISSUE FOR: (E) ANTENNAS (TYP) ZONING r--REV:=DATE: DESCRIPTION: BY:-- 2 07/25/01 100% ZONING RAK � 1 7/12/01 907 ZONING TW —PLANS PREPARED BY: _ KAESTWER ARCHITECTS AND PLANNERS P.O. Box 11777 Empire, California 95319 2935 FOURTH STREET CERES, CA 95319 (209)-538-8245 FAX (209) 5318-8241 E—Mail KKoestner®aol.com OF ONSULTANTS: (E) COAXIAL CABLES I (E) SHOP (E) SHOP PROPOSED POINT BTA 79 EQUIPMENT LOCATION DRAWN BY: CHK BY: APPR. BY.-= TW NHP KKK I I LICENSURE I FINISHED GRADE rl 1 11 1 11 FINISHED GRADE f0'-0" - - �— HEET TITLE: ELEVATIONS -SHEET NUMBER: REVISION: WEST ELEVATION SCALE: 10' 5' 0 10'2 NORTH ELEVATION SCALE: 10' S' 0 lot 1"=l0' 100=10' .� . 01-185.005 _ (E) ANTLNNAS f80 A.G.'_ _ _ )_ANTENNAS X80 A.G.L. PROPOSED POINT BTA 79 ANTENNAS PROPOSED POINT BTA 79 ANTENNAS ±70 C.L. _ f 70' C. L. PROPOSED POINT BTA 79 ANTENNAS (TOTAL 6 W/AZIMUTHS 0/120/240) PROPOSED POINT BTA 79 ANTENNAS (74.8"HX5"WX3.2"C)) (TOTAL 6 W/AZIMUTHS 0/120/240) (74.8"HX5"WX3.2"D) (E) DISHES (TYP.) (E) DISHES (TYP.) 2 07/25/01 100% ZONING RAK � 1 7/12/01 907 ZONING TW —PLANS PREPARED BY: _ KAESTWER ARCHITECTS AND PLANNERS P.O. Box 11777 Empire, California 95319 2935 FOURTH STREET CERES, CA 95319 (209)-538-8245 FAX (209) 5318-8241 E—Mail KKoestner®aol.com OF ONSULTANTS: (E) COAXIAL CABLES I (E) SHOP (E) SHOP PROPOSED POINT BTA 79 EQUIPMENT LOCATION DRAWN BY: CHK BY: APPR. BY.-= TW NHP KKK I I LICENSURE I FINISHED GRADE rl 1 11 1 11 FINISHED GRADE f0'-0" - - �— HEET TITLE: ELEVATIONS -SHEET NUMBER: REVISION: WEST ELEVATION SCALE: 10' 5' 0 10'2 NORTH ELEVATION SCALE: 10' S' 0 lot 1"=l0' 100=10' .� . 01-185.005