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HomeMy WebLinkAboutMUP 04N-07PROJECT SUMMARY SHEET FILE NO.: MUP 04N-07 PROJECT TYPE: Minor Use Permit APN: 056-070-079 APPLICANT: Fox KC VU _e4,r ADDRESS: 300 Main Street, Chico, CA 95928h�-�s�� fzcfePerrn, f con PHONE: (530) 893-1234 OWNER: Fox KCVU ADDRESS: 11045 Cohasset Road, Chico, CA 95928 REPRESENTATIVE: Ascent Media -. 0,keNa N. iereKsoA) ADDRESS: 2330 Commerce Park Dr., N.E., Suite #1, Palm Bay; FL 32905 PROJECT DESCRIPTION: Minor Use Permit to allow a 4.5 -meter (14.7 -foot) diameter satellite dish. The proposed dish would be mounted on the ground and would be a receive only antenna LOCATED: on the west side of Cohasset Road, approximately 1.3 miles north of Mud Creek Road, at 11045 Cohasset Road, Cohasset PROPERTY ZONED: GENERAL PLAN DESIGNATION: TOWN/AREA: 1 2 3 4. 5. 6. 7. 8. 9. 10 TM -5 (Timber Mountain, 5 -acre parcels) AR (Agricultural Residential) Cohasset Application accepted: 4/20/2004 Amount: $ 2,255.00 Receipt #: 395348 Assigned To: Stephen Betts Comments sent to: Development Services Director, Public Works Director, Environmental Health, Assessor, LAFCo, Agricultural Commissioner, CDF, Building Manager, County Counsel, DFG Sent to Inter -Departmental Review Committee (IDR):. 04/22/2004 Status Letter sent to applicant: 04/22/2004 Date scheduled for IDR: 5/5/2004 Comments received from: Rezone Petition Signatures Checked: Mailing List/Lead-in Sheet: Environmental Determination: State Clearinghouse No. Categorical Exemption-CEQA# Negative Declaration Mitigation Negative Declaration Subject to Fish & Game: Environmental Impact Report Y Gen. Rule Ex. — CEQA # 15 O Other 11. Staff Report: Project Video: 12. Clearinghouse circulation required: Yes No Date Sent to SCH: 13. Publication Notice Written: 0 - Display Ad Prepared: 14. Notices Mailed: 4 — � Number of Notices: 15. Newspaper Publication Date: tv —/0 -D '74- O P G B 16. Planning Commission Hearing(s): % ,a % Action taken:,_951e� 17 K 19 Board of Supervisors' Hearing(s): Action taken: Board Resolution No.: Type Minor Use Permit/Send for signature nNO.E/ N.O.D. / APPENDIX G: Ordinance No: Adopted: Fish & Game Fees Paid: Yes No r 20. Send validated Use Permit/Minor Use Permit to applicant, representative: 9 21. Assessor's Memo (Use Permit, Minor Use Permit): 22. Copy of Use Permit/Minor Use Permit to Planning Technician: $ D Fox KCVU, (Item determined to be categorically exempt from environmental review), Minor Use Permit to allow a 4.5 meter (14.7 -foot) diameter ground -mounted receive -only satellite dish on property zoned TM -5 (Timber Mountain — 5 acre parcels). The property is located on the west side of Cohasset Road, approximately 1.3 miles north of Mud Creek Road, at 11045 Cohasset Road, Cohasset. APN 056-070-079 (SB) (MUP 04-07) Mr. Betts gave a brief summary of the project and a power point presentation showing the project site. The hearing was opened to the public. No one was present to speak on this item. The hearing was closed. It was moved by Commissioner Evans, seconded by Commissioner Nelson, and unanimously carried to approve the Minor Use Permit for Fox KCVU, MUP 04-07) subject to the findings and conditions listed below. Find that the project is exempt from the provisions of the California Environmental Quality Act under Section 15061(b) (3). Section 15061(3) states that where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. The project will not cause any significant impacts because the site was cleared and graded for installation of the existing towers, buildings, satellite dishes, and driveway, and because the proposed satellite dish cannot easily be seen off of the site. The payment of fees pursuant to Fish and Game Code Section 711.4 and 14 CCR 753.5 is not required. H. Approve Minor Use Permit 04-07 for Fox KCVU, subject to the following findings and the conditions in Exhibit "A": A. That 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: 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 Agricultural - Residential and is zoned TM -5. The Agricultural -Residential land use designation allows public uses and utilities as Secondary Uses. The TM -5 zone allows wireless communication facilities upon approval of a Minor Use Permit. B. That the location, size, design, and operating characteristics of the proposed use will be compatible with, and will not adversely affect, or be detrimental to adjacent uses, residents, buildings, structures, or natural resources, with consideration given to: ■ BUTTE COUNTY PLANNING COMMISSION ■ MINUTES ■ JUNE 10, 2004 ■ PAGE 3 ■ 1. Harmony in scale, bulk, coverage, and•density: The proposed satellite -dish will be in harmony with the other communications -related improvements on the site, including other satellite dishes. 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 two tall towers, four buildings, and four satellite dishes. The proposed satellite dish will not be highly visible to the public and will not have a harmful effect upon the neighborhood character. 4. The generation of traffic and. ' the capacity and physical character of surrounding streets: Only minor amounts of vehicular traffic will be generated during installation of the satellite dish. The existing communications facility) is normally unmanned and the proposed satellite dish would not create a* ny additional vehicular traffic. 5. The suitability of the site for the type and intensity of use or development which is proposed: The site is ideally suited for the project because the project site is already developed with several tall communications towers, satellite dishes, and communications equipment buildings. The project will not have an impact to any agricultural or timber operations. 6. Any other relevant impact of the proposed use: The Planning Division has circulated the project to County Agencies and has received no evidence that the use will 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 will comply with each of the applicable provisions of Butte County, Code Chapter 24, Section 262. ■ BUTTE COUNTY PLANNING COMMISSION ■ MINUTES ■ JUNE 10, 2004 ■ PAGE 4 ■ E. The proposed satellite dish would not create any impacts to aircraft or helicopter operations because it will be ground mounted. F.. The proposed satellite dish would be receive -only and would not create any radio frequency emissions. G. The proposed satellite dish would be ground -mounted and would not create any significant visual impacts. Conditions of Approval: Planning Division The project site shall be developed in accordance with the approved project site plan and the conditions contained herein. Said site plan is on file in the Planning Division, is identified as "Attachment D" and date-stamped May 3, 2004, and is incorporated herein by this reference. 2. Approval is granted only for a ground -mounted, receive -only satellite dish. 3. 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. 4. The installation of the Facility shall comply with all applicable building and electrical codes. 5. No advertising or display shall be permitted on the Facility. 6. 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. 7. The installation of the Facility shall not violate any existing deed restrictions. 8. 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. 9. There shall be no outdoor vehicle or equipment storage except for emergency purposes. 10. 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. 11. 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 ■ MINUTES ■ JUNE 10, 2004 ■ PAGE 5 ■ Building Division 12. Building and electrical permits are required. Prepare four (4) sets of construction plans and make an application for the permit(s). Construction shall comply with federal, state, and local regulations. All plans shall be prepared, sealed and signed by a California Licensed Architect or Registered Engineer for non-residential buildings and certain residential buildings. Public Works Department 13. Prior to the issuance of building permits, obtain an encroachment permit for all new or existing driveway approaches and construct them to County standards, as specified in County Improvement Standards. Environmental Health Division 14. Prior to issuance of a building permit, provide a completed Hazardous Materials and Emissions Questionnaire. Butte County Fire Department/CDF 15. Construction, installation or development of structures or facilities on the parcels/lots shall comply with the latest California Fire Safe Regulations, (Public Resources Code 4290), and all other applicable State and County codes, ordinances and regulations in effect at the time of application for improvement permits. County Counsel 16. If this entire matter or any finding, action or condition of this matter is appealed to the Board of Supervisors, the applicant or any other developer/operator other than the applicant agrees to indemnify the County of Butte from liability or loss related to the approval of this project and agrees to sign an indemnification agreement in a form approved by County Counsel before the Board's appeal hearing. If the application is not appealed, this condition is deemed satisfied. ■ BUTTE COUNTY PLANNING COMMISSION ■ MINUTES ■ JUNE 10, 2004 ■ PAGE 6 ■ April 16, 2004 To Whom It May Concern: Ascent Media Ascent Media Systems & Technology Services 2330 Commerce Park Dr., N.E. Suite #I Palm Bay, FL 32905 321.9514203direct 321.952:4235 fax gerickson@ascentmedia.com Glenn Erickson Manager, Installations A Liberty Media Company Ascent Media is a nationwide corporation dealing in satellite communications, installation, and maintenance. Ascent and their subcontractor, State Permit, were selected by Fox Digital to install the new Andrew 4.5 M antenna for Fox's new digital service. State Permit is authorized to file and pull all related paperwork and zoning permits for this new service. This Andrew 4.5m antenna is and will be set up as a receive only antenna. This antenna is not a FAA Transmit qualified antenna, so it would be against the FAA rules to use it for Transmitting. If needed, they may come out to the site after installation to look to see if there is a transmitter installed. If you have questions please do not hesitate to call me at 321-952-4203. R ard�s f, Glenn H. Erickson Manager, Installations GHE/sg RrAPR20 2004 BUTTE COUNTY PLhNN!r- ; OIVISION A Liberty Media Company STATE PERMITS5 INC. T0: de 53(3/ 57 ATTN: GJL Re -++e S RE:x 0 Letter of Transmittal Date: Dy -1 q— n V Project # ()L/dOyI BUTTE COUNTY APR 2 0 2004 DEVELOPMENT SERVICES We Transmit: ❑ Attached [j] Via: �X ❑Application ❑ Prints ❑ Plans ❑ Samples ❑ Specs ❑ Revisions Check #- 33,2-ti1 Amount Payable To: 0 Plan Review For: ❑ Permit Fee ❑ Payment Due _. —items:-�------- __ - _ _ - _.._ _ .._ ._---- ---- - --- --- -- -----_ _ ___^� .-- --- -- ---• - -- ------ --- - I - Le-4tr OV7 '41le""7 / ie. CaH,�I.:►-ice These are Transmitted: 0 For Approval ❑ For Construction ❑ Revised for Final Review ❑ For Your Use ❑ Approved as Noted ❑ Submit Copies for Distribution #- As Requested ❑ Returned for Corrections ❑ Return Approved Prints # For Review and Comment ❑ For Permit ❑ Other Remarks: 9 -we -- Signe: —� 5 - 262-633-9900 ext. #4 ?_gV 2932 Northwestern Avenue - Racine, W153404 - 262/633-9900 fax:2621633-9912 - www.stateperinit.com - f STATE PERMITS5 INC. T0: de 53(3/ 57 ATTN: GJL Re -++e S RE:x 0 Letter of Transmittal Date: Dy -1 q— n V Project # ()L/dOyI BUTTE COUNTY APR 2 0 2004 DEVELOPMENT SERVICES We Transmit: ❑ Attached [j] Via: �X ❑Application ❑ Prints ❑ Plans ❑ Samples ❑ Specs ❑ Revisions Check #- 33,2-ti1 Amount Payable To: 0 Plan Review For: ❑ Permit Fee ❑ Payment Due _. —items:-�------- __ - _ _ - _.._ _ .._ ._---- ---- - --- --- -- -----_ _ ___^� .-- --- -- ---• - -- ------ --- - I - Le-4tr OV7 '41le""7 / ie. CaH,�I.:►-ice These are Transmitted: 0 For Approval ❑ For Construction ❑ Revised for Final Review ❑ For Your Use ❑ Approved as Noted ❑ Submit Copies for Distribution #- As Requested ❑ Returned for Corrections ❑ Return Approved Prints # For Review and Comment ❑ For Permit ❑ Other Remarks: 9 -we -- Signe: —� 5 - 262-633-9900 ext. #4 ?_gV 2932 Northwestern Avenue - Racine, W153404 - 262/633-9900 fax:2621633-9912 - www.stateperinit.com • COUNTY OF BUTTE ENVIRONMENTAL INFORMATION FORM (To be completed by Project Applicant) Date Filed Qq- 12-- 0 9 GENERAL INFORMATION: 1. Name and address o w nd/or developer, and/or project sponsor: rZp< ion Mn . C_l„, r /.I~ Qt 5-q ly 2. Address of project: 11 C3 V5 LA.;.Se Assessor's Parcel Number: 0Sb — 070 3. Name, address, and telephone number of person to be contacted concerning this project: l4-1,,45 teaane e/o S � �� 0+5 moo../633- 9?DO )C (2-,99 4. List and describe any other related permits and other public approvals required for this project, including those required by city, regional, state and federal agencies: VAL 5. Existing general plan designation: �,q��"k-AR mMk lZe6vde l�t� 6. Existing zoning district 7. How island currently used? Ae y- 0'5 z~ Svc -fl 04.�h 8. Proposed use of site (Project for which this form is filed): ko c_1i c,,- /(3 �r /0 " no', cre6 — c_ S.Wb; k A,jLg , Project Description: 9. Site size: VQ• LA 4 C. (Acres/Sq. Feet) iy r✓ 10. Off-street parking spaces: Full size: Compact: Total: 11. Plans attached: Yes wf� No �- 12. Proposed development schedule SSf'to� L) ++lti /zi� c. (7e. cl , _�D RA `., 13. Associated projects 14. Anticipated incremental or phased development 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. mac✓+ - C'e.S: ��{-;�.� ■ Butte County Department of Development Services ■ Planning Division ■ • 6. 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. "/14- 18. If institutional, indicate the major function, estimated employment per shift, estimated occupancy, loading facilities, and community benefits to be derived from the project. W1k 19. If the project involves a minor variance, conditional use, rezoning application, or any development permits, state this and indicate clearly why the application is required. If permits have already b en issued, please attach as Exhibit 0 . r.T.- —N Al _.«ems_ C f _ _ C.. M ;nor [ _yc.,p _ o.%Lf _ Are the following items applicable to the project or its effects? Discuss below all items checked yes (attach additional sheets as necessary). YES NO 20. Change in existing features of any hills, buttes, canyons / or allt§Laj1W 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. — 29. Substantial change in demand for municipal services / (police, fire, water, sewage, etc. including special districts). — _✓ 30. Substantially increase fossil fuel consumption (electricity, oil, natural gas, etc.). 31. Relationship to a larger project or series of projects. — ■ Butte County Department of Development Services ■ Planning Division ■ 2 0 • Environmental Setting: (Attach brief description) 32. Describe the project site as it exists before the project, including information on topography, soil stability, plants and animals, and any cultural, historical, or scenic aspects. Describe any existing structures on the site and the use of the structures. Attach photographs of the site. Snapshots or Polaroid photos will be accepted. 33. Describe the surrounding properties, including information on plants and animals and any cultural, historical, or scenic aspects. Indicate the type of land use (residential, commercial, etc.), intensity of land use (one -family, apartment houses, shops, department stores, etc.), and scale of development (height, frontage, set -back, rear yard, etc.). Attach photographs of the vicinity. Snapshots or Polaroid photos will be accepted. Certification I hereby certify that the statements furnished above and in the attached exhibits present the data and information required for this initial evaluation to the best of my ability, and that the facts, statements, and information presented are true and correct to the best of my knowledge and belief. Date Signature ■ Butte County Department of Development Services ■ Planning Division ■ 0 • USE PERMIT and MINOR USE PERMIT COMMUNICATIONS FACILITY APPLICATION PACKET CHECKLIST 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. ® ❑ 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) *..,Ajo - c cvsO vV' Fr- S , 3. 0 Thir ❑ Thirty-five (35) copies of plans which shall include a detailed site plan drawn to scale. All plans shall be drawn on uniform size sheets no greater than 24" x 36". The finished plans shall be folded to 8'/z" x 11". The detailed site plan must include: a. ❑ Name and address of Applicant, Engineer and/or person who prepared the plan. b. 0 ❑ Property lines and lot dimensions. c. ® ❑ Assessor Parcel Number(s) and the street address. d. ® ❑ Proposed use and/or uses of the property. e. ® ❑ Proposed landscaping plan, if applicable. IF INSUFFICIENT INFORMATION IS SUBMITTED, THE APPLICATION WILL BE DEEMED INCOMPLETE. 1 . ; 4 • C_] J f. ❑ 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). g• ❑ h. ❑ Distances from any significant natural and constructed features of the property, such as streets, access roads, streams, rock outcroppings, major tree stands, storm drains, bodies of water, railroads, to the property lines. Location of all slope banks, ponds, creeks, buttes, sloughs, rock outcroppings, natural drainage courses, irrigation canals and existing vegetation worthy of consideration for preservation, such as oak trees. (J.(,,er,,A Any existing faults or fractures and geologic hazards. N/A j. ❑ North arrow and scale of drawing. All plans shall be drawn to an engineering scale with the preferred scale of 1" = 201, with a north . arrow preferably oriented to the top of sheet ScAe_ .6 F t " : 5D k. ® ❑ Building setbacks from the ultimate road right-of-way (front, rear, sides). 1. 5n. ❑ Proposed and existing on-site driveways and/or roads. m. ❑ ❑ Location, height, and materials of walls and fences (sections may be required). n. ❑ All driveways, drawn to scale, on adjacent and across the street properties within 100 feet of the subject site. o. ❑ ❑ Existing curbs, gutters, sidewalks and existing paving widths on-site or within 100 feet of the site, on adjacent and across the street properties. Al/(V p. ❑ ❑ Nearest cross streets on both sides with plus or minus distances from subject site. N/A q. ❑ ❑ Approximate location of all buildings within 1,000 feet, on adjacent properties. Al" IF INSUFFICIENT INFORMATION IS SUBMITTED, THE APPLICATION WILL BE DEEMED INCOMPLETE. 2 115 G V� �`: l'.Sr� • vl C�✓C1 J�HP^. 9 c' SR.G�C are -c— * tr— ` "e- �l.�G/�:� / I V r. ❑ ❑ Existing and nearest fire hydrants. NA -1 s. ❑ ❑ Access, both pedestrian and vehicular, showing service areas and points of ingress and egress. t. ❑ ❑ Elevation contours, at a minimum per USGS maps. ^' 4. ❑ ❑ Conceptual Grading Plan Items to be shown include: a. ❑ ❑ Natural areas to be preserved. b. ❑ ❑ Proposed cut and fill areas in contrasting colors of zipatone pattern. c. ❑ ❑ Existing and proposed contours within 100 feet of project boundaries. d. ❑ ❑ Proposed drainage and flood control facilities. ? e. ❑ ❑ Erosion control measures (e.g. - slope landscaping). f. ❑ ❑ Natural drainage. g. ❑ ❑ Elevations and finished contours. h. El ElLocation of retaining walls, drainage channels and existing structures. tv� i. L ❑ Location, elevation and size of proposed building pads. j. M ❑ All plans must be clear and legible. 5. 10 ❑ One copy of 8'/z" x 11" transparency reduction of the detailed site plan. 6. ❑ ❑ A vicinity map showing closest major cross streets, zoning and existing land use. IF INSUFFICIENT INFORMATION IS SUBMITTED, THE APPLICATION WILL BE DEEMED INCOMPLETE. 3 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. b. ❑ ❑ Height from natural grade to the top of proposed Facility. c. ❑ ❑ Support equipment proposed. d. ❑ ❑ RFR/EMF and wattage output data including the number of channels. e. ElHorizontal and vertical location coordinates. 8. Ef❑ Proposed elevations of the structure and any accessory buildings, including building height and other physical dimensions, drawn to graphic scale. Spm S ok-- 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. 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. IF INSUFFICIENT INFORMATION IS SUBMITTED, THE APPLICATION WILL BE DEEMED INCOMPLETE. 2 0 0 13. ❑ ❑ 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 visually unobtrusive as possible, given technical and engineering considerations, which indicate what type of Facility is required to provide reasonably effective service and also the best technology and/or construction available to maximally achieve visual unobtrusiveness. The use of best available technology and/or construction to maximally achieve visual unobtrusiveness is mandatory. 16. ❑ ❑ Applicants which operate common carrier facilities (specifically, but not limited to cellular, PCS, SMR and paging service licensees of the FCC) shall provide written evidence that the applicant has provided notice to all FCC licensed wireless communication service carriers operating within the County of Butte of the plans to develop the site. 17. ❑ ❑ Evidence of a valid, current operating license or construction permit from the FCC or, if the applicant is not a wireless communications service provider, a user operating agreement for each and every such provider to which the applicant intends to rent space on the proposed Facility. 18. ❑ ❑ A report, signed by a qualified radio frequency engineer licensed by the FCC, prepared pursuant to FCC OET 65, stating whether the maximum radio frequency radiation/electromagnetic radiation (RF/EMF) to be emitted by the proposed Facility, taking into account all other Facilities, both existing and known future Facilities, at the proposed site and adjacent properties, conforms to 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. IF INSUFFICIENT INFORMATION IS SUBMITTED, THE APPLICATION WILL BE DEEMED INCOMPLETE. 5 19. ❑ ❑ Landscaping and painting plans for the completed project. 20. ❑ ❑ Projects in Agricultural Zones (A-5 through A-160) shall, prior to submitting an application for a proposed Facility, submit a site plan of the proposed Facility to the Butte County Agricultural Commissioner for comment and send a notification letter to all aerial agricultural applicators registered in the County informing them of the proposed site location and tower height. No hearing on an application for a proposed facility in any agricultural zone will be scheduled, nor shall any Administrative Permit for any such facility be issued without proof that the Butte County Agricultural Commissioner and all aerial agricultural applicators registered in the County have been notified, as specified herein. 21. ❑ ❑ 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 Developdent Services, Public Works, Environmental Health Division, Butte County Fire Department r A icul Commissioner. Signature: Signature: Date t-1 -72 - C) cf Date: Planner Receiving Application IF INSUFFICIENT INFORMATION IS SUBMITTED, THE APPLICATION WILL BE DEEMED INCOMPLETE. G-1 Smooth Feed SheetsTM K:\Planning\PROJECTSVVIUP\FOX KC VU.04N-07\L.abelsMUP 04-07. doc 056070024000 CONDON JANICE MAXIMOVA 3652 BAY AVE CHICO CA 959738734 056070060000 COLLINS KENNETH E 10616 COHASSET RD CHICO CA 959737853 0 056070006000 46 BARLEY EVAN & BETTY FAMILY 3840 DUSTY LN CHICO CA 95926 056070025000 SWERDA JAMES P P O BOX 25 FOREST RANCH CA 95942 Use template for 51600 056070022000 HARROLD JAMES MICHAEL 359 MUD CREEK RD CHICO CA 95973 056070051000 MANTHEI DAVID T 8571 FOLSOM BOULEVARD SACRAMENTO CA 958263707 056070061000 056070067000 GALLAGHER TIMOTHY ALAN TRUST SHIRLEY GLEN E & PATRICA S REV 10624 COHASSET RD 10860 COHASSET RD CHICO CA 959738830 CHICO CA 959268830 056070072000 056070078000 056070079000 CLAY ANDREW W & KATHERINE L KNIGHTEN CHARLES A & DEADRA JT SAINTE PARTNERS II LP 95 DOVE CT 1080 TRACY LN P O BOX 4159 OROVILLE CA 95966 CHICO CA 95926 MODESTO CA 953524159 056070080000 CATAMOUNT BROADCASTING OF 3460 SILVERBELL RD CHICO CA 959730388 056070088000- PEASE 56070088000PEASE MELISSA ETAL 10632 COHASSET RD CHICO CA 959738830 FOX KCVU 300 MAIN ST CHICO CA 95928 056070081000 KOSTELLO ROBERT T 163 MANN NOLTA RIDGE ROAD CHICO CA 95926 056070088000 SCHAFER JASON M ETAL 10632 COHASSET RD CHICO CA 959738830 ASCENT MEDIA 2330 COMMERCE PARK DR N.E. STE 1 PALM BAY FL 32905 056070087000 KANE STANLEY J 10621 COHASSET RD CHICO CA 95973 FOX KCVU 11045 COHASSET RD CHICO CA 95928 Is AVERY® Address Labels laser 5160® ' L. -A 6� ELS C� S L - 07 O - ©`1 YT) C) % 1 OS6 07 D C —9 oo 2 ©g.�} o a .I d 06c) 1 NL ©g.�} o a .I ii PACE FOR FILING STAMP ONLY) IN THE SUPERIOR COURT OF THE STATE OF CALIFORNIA, IN AND FOR THE COUNTY OF BUTTE�'I In The Matter Of 0 '�-,, E;WTTE COUNTY Notice of Public Hearing. No. `.'PLANNING COMMISSION . ,. NOTICE OF. �. +�oPUBLiC HEARING) a; Noticee: islhereby'given. . by `th'Butte County Planni ng V C ommission;. AFFIDAVIT OF PUBLICATION ;thata public hearing will,,' . ' be'•'held son 1Jhursday;; ,• `June' 24,', 2004 in -the,s -Board State of California Butte 'County of..' ' SSS. Supervisors' kt'Room -`;., County%Administratiom County Of Butte Cenfer,.25 County Cen . .' terDrive;,Oroville;` Cali-;. : fomia ;regaiding the fol-.. ' The undersigned resident of the county of ITEM DETERMINED T0; Butte, State of California, says: aBE CATEGORICALLY.-. ...: "EXEMPT FROM ENVI-"' ' RONMENTALrREVIEW ; That I am' and at all time herein mentioned n ' s:00 a.m: = Fox a CYW , Minor; Use''tPe mit ; to; was a citizen of the United States and not a party allow a'4.5 meter:(14.7=, to nor interested in the above entitled matter foot)gdiameter=ground;' mounted •f= receive -only;, . that I am the principal clerk of the printer and safelliie dish'on property.- ,. publisher of zoned : TM -5 I(Timber ' Mountain ,'!5;=+acre' property is. The Chico Enterprise -Record. Parcels):•.The ocatad on the west'side' of-�;%C66asset '%Road„ The Oroville Mercury -Register approximately_ 1:3 miles• north"of * Mud , Creek; Road,G_ 1045;Cohas-, ; That said newspaper is one of general circula- g set APN 0oad,' CohassB): APN 056-070-079,(SB);,• tion as defined by Section 6000 Government (MUP..04 07)'�, , j '1<n f Code of the State of California, Case No. 26796 The 1,above mentioned a pplication•is on'file and .' by the Superior Court of the State of California, available for public view- in and for the County of Butte; that said newspa- inggat'the:office'of the'•, ' Butte='County,Develop per at all times herein mentioned was printed merit services Depart meet, Planning Division,", and published daily in the City of Chico and 7 County`Center l)66,, • . 1 County of Butte; that the notice of which the Oroville, ,California. `For, . • information,- ; : ` ; , call' annexed is a true printed copy, was published in (530)538-7601 (Monday.' . said newspaper on the following days: through"1r Frldayl.ii&00- a.m: to 4:00 p.m.) Com'; ments. )nay be submitted. . • inywritingat anyltime; June lo, 04. I,pnor;to'Vthe hearing or', orally;at the; meeting list-, 'ed=abo've or as,may be;' continued to a later date.-,:, Upon action "taken ±by' ti ' theiPlanningt:Com _is,, sionson;`the: project -,'an. Dated June 22, 2004. appealmay be filed with : • " - f a...-; at Chico, California. Supervisor§:The.appea6 period is:;10 days' If.you challenge'Ahe i',above,..' . application in court,:you•- ' may, be limited to raising , (Si Ure)only those issues you ,or, Tsomeone'else'raised aN aheyi"publics hearing;, ' +descHbed iriAhis'notice. o _l yp,ten}correspon= dence°delivered, to the !Planningt�-Commission,' • ,at or..pnor to, the`public hearingx� ,..;;,;;�F� ,, 'BUTTE COUNTY PLANNING" :. ECOMMISSIONf :4�% �YMNNE CHRISTOPHER, , DIRECTOR OF;;, • Y DEVELOPMENT SERVICES.. •' ' `'�'�' f04-143 �;=.;. �, Publish: June 10; 2004}k ,CtmUtIS: ■Coplete items 1 and/qft additional services. I alsoAft to receive the ■Complete items 3, 4a, follo ervices (for an ■ Print your name and address on the reverse of this form so that we can return this extra fee card to you. ■Attach this form to the front of the mailpiece, or on the back if space does not 1. ❑ Addressee's Address permit. ■ Write'Retum Receipt Requested' on the mailpiece below the article number. 2. ❑ Restricted Delivery ■The Return Receipt will show to whom the article was delivered and the date delivered. Consult postmaster for fee. 3. Article Addressed to: 4a. Article Number Fox KCVU 300 Main Street Chico, CA 95928 5. Received By: (Print Name CL � i t 6. Sig r ture: (Addressee or Agent). t FY PS Form 3811, December 1994 709935100 OW5 719y 9590 4b. Service Type ❑ Registered ®mortified Q r ❑ Express Mail ❑ Insured k ❑ Return Receipt for Merchandise ❑ COD 8. Aaaressee's Aaaress -and fee is paid) i 1Il',►►t,i 1 ii iiia now r�-L�.UNITEDSTATESP SERVICE CYET ostagPosta e � Fees P Fcu u1 ''Permit N • Print your namp,;a ^res nd ZIP Codelmlhis'box'•� A COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES PLANNING DIVISION 7 County Center Drive Oroville, CA 95965.3397 c t�►~i �' JUL 13 2NUl DT`V-,j,0p.'dLNT ak SERVICES MINOR USE PERMIT BUTTE COUNTY PLANNING COMMISSION DATE: JUL - 9 2004 (Certified Mail Rec.) MUP 04-07 PERMIT NO. 056-070-079 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Fox KCVU. is hereby granted a Minor Use Permit in accordance with application filed to install a 4.5 -meter (14.7 -foot) diameter ground -mounted receive -only satellite dish. The project site is zoned TM -5 and has a General Plan land use designation of Agricultural Residential. 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. 24-41. 2. Unless otherwise provided for in a special condition to this Minor 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 delivery of the countersigned permit to the Permittee. 3. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid, and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for .amendment. 4. If any use for which a Minor Use Permit has been granted is not established within one year of the date of receipt of the .countersigned permit by the Permittee, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. 5. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. Conditions of Approval: Planning Division 1 I . The project site shall be developed in accordance with the approved project site plan and the conditions contained herein. Said site plan is on file in the Planning Division, is identified as "Attachment D" and date-stamped May 3, 2004, and is incorporated herein by this reference. 2. Approval is granted only for a ground -mounted, receive -only satellite dish. 3. 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. 4.- The installation of the Facility shall comply with all applicable building and electrical codes. 5. . No advertising or display shall be permitted on the Facility. 6. 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. 7. The installation of the Facility shall not violate any existing deed restrictions. 8. 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. 9. There shall be no outdoor vehicle or equipment storage except for emergency purposes. 10. 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. 11. 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. Building Division 12. Building and electrical permits" are required. Prepare four (4) sets of construction plans and make an application for the permit(s). Construction shall comply with federal, state, and local regulations. All plans shall be prepared, sealed and signed by a California Licensed Architect or Registered Engineer for non-residential buildings and certain residential buildings. Public Works Department 13. Prior to the issuance of building permits, obtain an encroachment permit for all new or existing driveway approaches and construct them to County standards, as specified in County Improvement Standards. 2 Environmental Health Division 14. Prior to issuance of a building permit, provide a completed Hazardous Materials and Emissions Questionnaire. Butte County Fire Department/CDF 15.' Construction, installation or development of structures or facilities on the parcels/lots shall comply with the latest California Fire Safe Regulations, (Public Resources Code 4290), and all other applicable State and County codes, ordinances and regulations in effect at the time of application for improvement permits. Countv Counsel 16. If this entire matter or any finding, action or condition of this matter is appealed to the Board of Supervisors, the applicant or any other developer/operator other than the applicant agrees to indemnify the County of Butte from liability or loss related to the approval of this project and agrees to. sign an indemnification agreement in a form approved by County Counsel before the Board's appeal hearing. If the application is not appealed, this condition is deemed satisfied. NOTE: Issuance of this Minor Us( and Health Division permits befc requirements. other CC: Land Development Division Building Division Environmental Health Division 'Butte County Fire Department/CDF Assessors Office ri M 3 Butte County Department ofDevelopment Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING July 29, 2004 Fox KCVU 300 Main Street Chico, CA 95928 Dear Gentlemen: Enclosed please find the Notice of Exemption for.APN 056-070-079, on project # MUP 04N-07, filed by the Butte County Clerk on 7/13/2004. Respectfully, Rom Thornton Office Assistant II Enc. • DECLARATION OF FEES DUE (California Fish and Game Code Section 711.4) NAME AND ADDRESS OF APPLICANT Fox KCVU 300 Main Street Chico, CA 95928 FILING NO. Project Title/File Number: Minor Use Permit, MUP 04N-07 APN: 056-070-079 CLASSIFICATION OF ENVIRONMENTAL DOCUMENT: 1. NOTICE OF EXEMPTION/STATEMENT OF EXEMPTION ( ) A. Statutorily or Categorically Exempt $36.00 Clerk's Documentary Handling Fee ( ) B. De Minimis Impact - Certificate of Fee Exemption $36.00 Clerk's Documentary Handling Fee 2. NOTICE OF DETERMINATION - FEE REQUIRED ( ) A. Negative Declaration $1,250 State Filing Fee $36.00 Clerk's Documentary Handling Fee ( ) B. Environmental Impact Report $850 State Filing Fee $36.00 Clerk's Documentary Handling Fee 3. (,j) OTHER (Specify) General Rule Exemption $36.00 Clerk's Documentary Handling Fee PAYMENT / NON-PAYMENT OF FEES: PAYMENT: The above fees have been paid. See attached receipt(s) # 395348 2. ( ) NON-PAYMENT: The above fees are required. Not paid. Chief Plannine Official Y By: Yvonne Christopher Title: Director - Development Services Lead Agency: Butte County Department of Development Services Date: July 8, 2004 TWO COPIES OF THIS FORM MUST BE COMPLETED AND SUBMITTED WITH ALL ENVIRONMENTAL DOCUMENTS FILED WITH THE BUTTE COUNTY CLERK'S OFFICE. THREE COPIES OF ALL NECESSARY DOCUMENTATION ARE REQUIRED FOR FILING. ALL APPLICABLE FEES ARE DUE AND PAYABLE PRIOR TO THE FILING OF ANY ENVIRONMENTAL DOCUMENT WITH THE BUTTE COUNTY CLERK'S OFFICE. MAKE CHECKS PAYABLE TO THE COUNTY OF BUTTE. APPENDIX A NOTICE OF EXEMPTION TO: _ Office of Planning and Research 1400 Tenth Street, Room 121 Sacramento, CA 95814 X County Clerk County of Butte 25 County Center Drive Oroville, CA 95965 FROM: Butte County Planning Division 7 County Center Drive Oroville, CA 95965 Project Title: Minor Use Permit, MUP 04N-07 Assessor's Parcel No.: 056-070-079 Applicant: Fox KCVU, 300 Main Street, Chico, CA 95928 Project Location -Specific: on the west side of Cohasset Road, approximately 1.3 miles north of Mud Creek Road, at 11045 Cohasset Road, Cohasset Project Location -City: Cohasset Project Location -County: Butte Description of Nature, Purpose and Beneficiaries of Project: Minor Use Permit to allow a 4.5 -meter (14.7 -foot) diameter satellite dish. The proposed dish would be mounted on the ground and would be a receive only antenna Name of Person or Agency Approving Project: Butte County Planning Commission Exempt Status: (Check One) Ministerial (Sec. 15073) Declared Emergency [Sec. 15071(a)] Emergency Project [Sec. 15071 (b) and (c)] _ Categorical Exemption. State type and section number: 15305(a) ,L General Rule Exemption — 15061 (b)(3) Statutorily Exempt — 15274(a) Reasons why project is exempt: Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA Contact Person: Stephen Betts Telephone: (530) 538-7601 If filed by applicant: 1. Attach certified document of exemption finding. 2. Has a notice of exemption been filed by the public agency approving the project? Yes No Date Received For Filing: re, Wne C�riltopher De eloom ht Services 0 CJ COUNTY OF BUTTE OFFICIAL RECEIPT 395348 OFFICE OR DEVkRTIVIENT ISSUING RECEIPT 2004, Received from Ile Sum of -4-, For !"I -,J 1-C.) L -j N r7 i 7 Z C VC Received: t-4.,Dt N Received By- 12C CASH E] • Title CHECK By DAVOO BUSINESS FORMS - (530) 743-8511 Form 75702 .-D.L �e -'Apt! I . ... .. ;;:��-Wednesday, ld Counter Person Steve Payment Date 4/20/2004 Receipt Number 395348 Received From State Permits, Inc. Applicant fox KCVU Application NurrilieeMUP 04N-07 or In Reference - To Parcel Number 056-070-079 ..J Check Number/ Cash .33241 A RR QV, M rte. 1-7 $2,255,ZzZ.-TA :U. i NTT,, dfil NE-re—Fs ...... .... gm- IBM DDS Planning $1,997.00 (General Fund) (Airport Land Use) Works Funds ($25.00 Fee) $87.00 IPublic (Land Development ($2500.00). Environmental Health $92.00 $43.00 CDF (Fire Department) $36.00 NOD / NOE (Recording Fee) Aunt Minnie $0.00 $1, 500 or $2,000 Planning Review /-qIR $0.00 Fish/Game ALUC (Airport Land Use) Non Sufficient. - Funds ($25.00 Fee) Cell Tower ($2500.00). $0.00 $0.00 $0.00 - $0.00 Public Sales I Copies: $0.00 Other: $0.00 0 9 ATR NO RECEIVED FROM PLANNING BAG 4 329 DATE 73492 I 4127J2004 TOTAL S %836.00 APPROVED BY: RECEIVED BY: AUDITOR -CONTROLLER TREASURER canary ---depositor gogden rod=f@P@ FUND FUND DEPT ACCT CASH DESCROPTION T1 T I LE CODE CODE CODE CODE AMOUNT . 'DEPOSIT DATE: 4121 FOF�-MtD PLANNING APPL FEES GENL 0010 44M Pmj.gat Number 4-tWM 2,04 nt offe4 ti. LAND DEVELOPMENT- GENL 0010-.4611 440QIM. . 7 00. 97-00 P0 ct:Number :.l -Amount ®Fee, APWGW070-079 FOX K—CVU MUP0414-07 $97.00 EW-RONMENTAL HLTH. GEL 0010 540M -4914931 101891 92.03 PMjPct NUM''ber A-mouir"It a Fee - APMO53-07U79 FO)(-KCVU MiUPM-07 7. -$92-00 APPLFEE FIRE: PROTECT (moo - 4917240 10.1001 43.00. P rol ect.Number' Amount of Fee MIN:05M7 --Q9-F4i(KCVU MUP04N-01-, 7.. $43.00 NOMME-Q-LERKIS FILING. 2319 MOO (M) Projftt.*Nu' be r Ampmnt of Fee .APF4-:059-07M79 rOXXMIU MUP04 N-07 I $36.00 D-O.T.-ALUC PLAMBING GE BL 0010 44OMi. 491 24 z 101001 1,631M Prvp6t Number Amount of Fee APfQ:01"6"d4,E9,30,34,3*5-.j5 M P SUB:- -11,631.00 TOTAL S %836.00 APPROVED BY: RECEIVED BY: AUDITOR -CONTROLLER TREASURER canary ---depositor gogden rod=f@P@ Butte County Department ofDevelopment Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING July 8, 2004 Fox KCVU 300 Main Street Chico, CA 95928 I. CERTIFIED MAIL Re: Minor Use Permit, MUP 04N-07, APN 056-070-079 Dear Gentlemen or Ladies: Enclosed is your validated Minor Use Permit to allow a 4.5 -meter (14.7 -foot) diameter satellite dish. The proposed dish would be mounted on the.ground and would be a receive only antenna, # MUP 04N-07. 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. ,jU.S. Postal Service CERTIFIED MAIL RECEIPT Sincerely, (Domestic Mail Only, No InsuranceCoverage . , 0 Ir ui Article sent To: Rom Thornton Ln Postage $ . OAII Certified Fee r _ LJl Return Receipt Fee (Endorsement Required) +� - Postmar Here enc' M Restricted Delivery Fee O (Endorsement Required) cc: Land Development Division Building Division (y) t" Environmental Health (p) M .4 Fox KCVUEr Department of Forestry (gld) Q- ; 300 Main Street Larry Painter ( � ; Chico,'CA 95928 A w MEMORANDUM PLANNING DEPARTMENT TO: Butte County Assessor's Office FROM: Butte County Planning Department SUBJECT: Fox KCVU, MUP 04N-07 DATE: July 8, 2004 Pursuant to Section 65863.5 of the Government Code, the following parcel, identified as 056-070-079, was: Rezoned from to zoning district. Granted a variance to % Issued a conditional Minor Use Permit to allow a 4.5 -meter (14.7 -foot) diameter satellite dish. The proposed dish would be mounted on the ground and would be a receive only antenna on the west side of Cohasset Road, approximately 1.3 miles north of Mud Creek Road, at 11045 Cohasset Road, Cohasset, zoned TM -5, (Timber Mountain, 5 -acre parcels) Documentl 2 1 Butte County Department of Development Services PLANNING DIVISION 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING July 23, 2003 Fox KCVU 300 Main Street Chico, CA 95928 Re: Minor Use Permit, MUP 04N-07, AP: 056-070-079 Dear Gentlemen: At the regular meeting of the Butte County Planning Commission held June 24, 2004, your request for a Minor Use Permit, on property zoned, TM -5, (Timber Mountain, 5 -acre parcels) and located on the west side of Cohasset Road, approximately 1.3 miles north of Mud Creek Road, at 11045 Cohasset Road, Cohasset, was approved subject to the conditions listed on the Agenda Report. Should you desire to appeal any of the conditions imposed by the Planning Commission, you must do so in writing, prior to 5:00 p.m., Tuesday, July 6, 2004 to the: Clerk of the Board of Supervisors 25 County Center Drive Oroville, California, 95965 The appeal fee of $50.00 must be paid at that time. If you do not appeal, and if there are no other appeals within the 10 calendar -day appeal period, the action of the Planning Commission is final. PLANNING FEES Your project required a deposit of funds to begin processing of your application. You will be receiving an invoice detailing the planning charges incurred against that deposit. In the event the charges have exceeded the initial deposit, you will be invoiced for those charges that have exceeded the amount deposited and for additional funds to be deposited for the completion of the project. If your project has been completed and there is a balance remaining of your initial deposit, it maybe applied to any applicable additional fees as described below. If there are no additional fees, you will be refunded the balance of your deposit. e APPROVAL OF PROJECT SUBJECT TO PAYMENT OF ALL APPLICABLE FEES Payment of all applicable fees will be required as a condition of approval for your project. Prompt payment of invoiced amounts will expedite the approval process in satisfying this condition. Please sign both copies of the Use Permit and return them to this Division. You must sign the Use Permit within thirty (30) days of the expiration of the appeal period. Both signed copies must be received, by this Division, within forty (40) days from approval of the permit by the Planning Commission. The Use Permit is deemed granted when the enclosures have been signed by the applicant, with the counter signature of the Chairman of the Planning Commission, and said permit is received by the applicant by certified mail. Pursuant to Section 66020 (d) (2) of the Government Code you are hereby notified that you have 90 days to register a protest challenging any fees, dedications, reservations, or exactions imposed as conditions of approval for this project. Should you have any questions regarding this matter, please contact Stephen Betts at 7153 between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, Lynn Richardson P lanning/Administrative Support Services Assistant /lr k://etterss/merge letters/APPRDIMUP.dot Butte County Departwent of Development Services PLANNING DIVISION 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING June 4, 2004 Fox KCVU 300 Main Street Chico, CA 95928 Re: MUP 04N-07, AP: 056-070-079 Gentlemen: Enclosed is a copy of the Agenda Report concerning your application for a Minor Use Permit to allow a 4.5 - meter (14.7 -foot) diameter satellite dish. The proposed dish would be mounted on the ground and would be a receive only antenna on property zoned TM-5TM-5 (Timber Mountain, 5 -acre parcels) and located on the west side of Cohasset Road, approximately 1.3 miles north of Mud Creek Road, at 11045 Cohasset Road, Cohasset. Should you have any concerns with the report or conditions of approval, please contact us in advance of the meeting so that we may work together to resolve your concerns. A public hearing has been set for June 24, 2004, at 9:00 a.m. This meeting will be held in the Board of Supervisors' Room, 25 County Center Drive, Oroville, California. The Planning Commission recommends that the applicant or their authorized representative be present at the hearing to respond to any questions the Commission may have. Should you have any questions regarding this matter, please contact Stephen Betts of this office at 538-7153, between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, Lynn Richardson Planning/Administrative Support Services Assistant Enc. cc: Ascent Media Environmental Health Land Development K:\letters\merge letters\SCHEDULE.dot BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT - JUNE 249 2004 Applicant: Fox KCVU File #: MUP 04-07 Location: On the west side of Cohasset Road, approximately 1.3 miles north of Mud Creek Road, at 11045 Cohasset Road, Cohasset. Parcel Size: 20f acres Request: Minor Use Permit to allow a Supervisor 4.5 -meter (14.7 -foot) District: diameter ground -mounted receive -only satellite dish. G.P.: Agricultural -Residential Planner: Zoning: TM -5 (Timber Mountain - 5 Attachments: acre minimum parcel size) 9 Steve Betts, Senior Planner A: General Plan/Zoning Map Zone Date: August 20, 1984 B: Dimensional Drawing APN: 056-070-079 C: Pictures D: Site Plan EXECUTIVE SUMMARY: The project would allow the installation of a large satellite dish. Staff recommends approval of this Minor Use Permit with findings and conditions. PROJECT DESCRIPTION/SITE CHARACTERISTICS: • The project would allow the installation of a 4.5 -meter (14.7 -foot) diameter ground -mounted satellite dish. • The proposed satellite dish would be a receive -only antenna and would not emit any radio frequency emissions. • A 10 -foot by 10 -foot (100 square feet) concrete slab would be constructed to support the satellite dish assembly. • The project parcel is developed with two 400 -foot tall towers utilized for television transmissions, several television transmitter equipment shelters/buildings, several satellite dishes, a caretaker's residence, and a septic system. ■ BUTTE COUNTY PLANNING COMMISSION ■ FOX KCVU MUP 04-07 AGENDA REPORT ■ ■ TUNE 24, 2004 ■ PAGE 1 OF 7 ■ • Several discretionary permits have been approved on the project site: • Use Permit 88-33 to allow a 600 -foot tall communications tower- and a communications equipment building. • Minor Use Permit 01-15 to allow a 2,800 square foot communications equipment building. • Minor Use Permit 03-06 to allow the collocation of antennas for digital television transmissions on an existing 400 -foot tall tower. • Surrounding parcels are zoned TM -5, TM -20, and TPZ-160. Land use on the surrounding/nearby parcels is primarily timber harvesting, wireless communication facilities, and scattered dwellings. • The project site is owned by Sainte Partners II LLC, which owns and operates the KCVU television station. ANALYSIS: • The project would not result in a significant increase in air emissions, fugitive dust emissions, light, noise, or vehicle traffic. Only a minor amount of construction activity and soil disturbance would be required due to the project. • The proposed satellite dish would not create any significant visual impacts because it would be ground mounted and would be mostly screened from public view due to heavy vegetation surrounding the site. • The proposed satellite dish would be receive only and, therefore, would not create any radio frequency emissions. Zoning Consistency • The project site is designated as Agricultural Residential by the Land Use Element Map of the General Plan, which allows public uses as secondary uses • Section 24-191 of Butte County Code states that wireless communications facilities are not permitted in the TM -5 zone unless a permit is obtained (subject to the requirements of Butte County Code Section 24-262). Section 24-262(d) states that a Minor Use Permit must be obtained for wireless communication facilities in the TM -5 zone. ENVIRONMENTAL REVIEW: This application for a Minor Use Permit to allow the installation of a ground -mounted receive - only satellite dish is exempt from the provisions of the California Environmental Quality Act under Section 15061(b)(3). Section 15061(3) states that where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. ■ BUTTE COUNTY PLANNING COMMISSION ■ FOX KCVU MUP 04-07 AGENDA REPORT ■ ■ JUNE 24, 2004 ■ PAGE 2 OF 7 ■ ACTIONS FOR CONSIDERATION Staff recommends that the Planning Commission take the following actions: I. Find that the project is exempt from the provisions of the California Environmental Quality Act under Section 15061(b)(3). Section 15061(3) states that where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. The project will not cause any significant impacts because the site was cleared and graded for installation of the existing towers, buildings, satellite dishes, and driveway, and because the proposed satellite dish cannot easily_ be seen off of the site. The payment of fees pursuant to Fish and Game Code Section 711.4 and 14 CCR 753.5 are not required. II. Approve Minor Use Permit 04-07 for Fox KCVU, subject to the following findings and the conditions in Exhibit "A": A. That 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: 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 Agricultural -Residential and is zoned TM -5. The Agricultural - Residential land use designation allows public uses and utilities as Secondary Uses. The TM -5 zone allows wireless communication facilities upon approval of a Minor Use Permit. B. That the location, size, design, and operating characteristics of the proposed use will be compatible with, and will 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 satellite dish will be in harmony with the other communications -related improvements on the site, including other satellite dishes. 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 ■ FOX KCVU MUP 04-07 AGENDA REPORT ■ ■ JUNE 24, 2004 ■ PAGE 3 OF 7 ■ • 0 3. The harmful effect, if any, upon desirable neighborhood character: The project site is already developed with two tall towers, four buildings, and four satellite dishes. The proposed satellite dish will not be highly visible to the public and will not have a harmful effect upon the neighborhood character. 4. The generation of traffic and the capacity and physical character of surrounding streets: Only minor amounts of vehicular traffic will be generated during installation of the satellite dish. The existing communications facility is normally unmanned and the proposed satellite dish would not create any additional vehicular traffic. 5. The suitability of the site for the type and intensity of use or development which is proposed: The site is ideally suited for the project because the project site is already developed with several tall communications towers, satellite dishes, and communications equipment buildings. The project will not have an impact to any agricultural or timber operations. 6. Any other relevant impact of the proposed use: The Planning Division has circulated the project to County Agencies and has received no evidence that the use will 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 will comply with each of the applicable provisions of Butte County Code Chapter 24, Section 262. E. The proposed satellite dish would not create any impacts to aircraft or helicopter operations because it will be ground mounted. F. The proposed satellite dish would be receive -only and would not create any radio frequency emissions. G. The proposed satellite dish would be ground -mounted and would not create any significant visual impacts. , k:\planning\projects\mup\fox kcvu.04n-07\fox kcvu mup 04n-07 agenda report.doc ■ BUTTE COUNTY PLANNING COMMISSION ■ FOX KCVU MUP 04-07 AGENDA REPORT ■ ■ JUNE 24, 2004 ■ PAGE 4 OF 7 ■ • EXHIBIT A MINOR USE PERMIT • BUTTE COUNTY PLANNING COMMISSION DATE: (Certified Mail Rec.) MUP 04-07 PERMIT NO. 056-070-079 ASSESSOR'S PARCEL NO. ° Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Fox KCVU is hereby granted a Minor Use Permit in accordance with application filed to install a 4.5 -meter (14.7 -foot) diameter ground -mounted receive -only satellite dish. The project site is zoned TM -5 and has a General Plan land use designation of Agricultural Residential. 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. 24-41. 2. Unless otherwise provided for in a special condition to this Minor 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 delivery of the countersigned permit to the Permittee. 3. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid, and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 4. If any use for which a Minor Use Permit has been granted is not established within one year of the date of receipt of the countersigned permit by the Permittee, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. 5. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. ■ BUTTE COUNTY PLANNING COMMISSION ■ FOX KCVU MUP 04-07 AGENDA REPORT ■ ■ JUNE 24, 2004 ■ PAGE 5 OF 7 ■ Conditions of Approval: Planning Division 1. The project site shall be developed in accordance with the approved project site plan and the conditions contained herein. Said site plan is on file in the Planning Division, is identified as "Attachment D" and date-stamped May 3, 2004, and is incorporated herein by this reference. 2. Approval is granted only for a ground -mounted, receive -only satellite dish. 3. 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. 4. The installation of the Facility shall comply with all applicable building and electrical codes. 5. No advertising or display shall be permitted on the Facility. 6. 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. 7. The installation of the Facility shall not violate any existing deed restrictions. 8. 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. 9. There shall be no outdoor vehicle or equipment storage except for emergency purposes. 10. 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. 11. 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. Building Division 12. Building and electrical permits are required. Prepare four (4) sets of construction plans and make an application for the permit(s). Construction shall comply with federal, state, and local regulations. All plans shall be prepared, sealed and signed by a California ■ BUTTE COUNTY PLANNING COMMISSION ■ FOX KCVU MUP 04-07 AGENDA REPORT ■ ■ JUNE 24, 2004 ■ PAGE 6 OF 7 ■ Licensed Architect or Registered Engineer for non-residential buildings and certain residential buildings. Public Works Department 13. Prior to the issuance of building permits, obtain an encroachment permit for'all new or existing driveway approaches and construct them to County standards, as specified in County Improvement Standards. Environmental Health Division 14. Prior to issuance of a building permit, provide a completed Hazardous Materials and Emissions Questionnaire. Butte County Fire Department/CDF 15. Construction, installation or development of structures or facilities on the parcels/lots shall comply with the latest California Fire Safe Regulations, (Public Resources Code 4290), and all other applicable State and County codes, ordinances and regulations in effect at the time of application for improvement permits.' County Counsel 16. If this entire matter or any finding, action or condition of this matter is appealed to the Board of Supervisors, the applicant or any other developer/operator other than the applicant agrees to indemnify the County of Butte from liability or loss related to the approval of this project and agrees to sign an indemnification agreement in a form approved by County Counsel before the Board's appeal hearing. If the application is not appealed, this condition is deemed satisfied. NOTE: Issuance of this Minor Use Permit does not waive requirement of obtaining Building. and Health Division permits before starting construction, nor does it waive / any other requirements. Butte County Planning Commission Chairman CC: Land Development Division Building Division Environmental Health Division Butte County Fire Department/CDF Assessors Office ■ BUTTE COUNTY PLANNING COMMISSION ■ FOX KCVU MUP 04-07 AGENDA REPORT ■ m JUNE 24, 2004 ■ PAGE 7 OF 7 ■ Andrew Earth Station Ante- ES45T-T-1 4.5 Meter ESA Dimensional Drawings Pedestal Mount, Side View: 16,9 ft Mex. 445.2 m) E€kvAun Mat Axle 0623 in ft, OA MM) �,51t:C�tlO � SEdo Vtaw fFJ Rad to (kW nd U ft Maot. f,2,6m) 1 1 1 i L 1.25 R (Q38 m) EZ Ptvctfo SCfB'at9'�t EI P&dilo Az Plat • • file://C:\Documents%20and%2OSettings\state 123\My%2ODocuments\Andrew%2O4.5%20... 4/12/2004 Vicinity Map BUTTE COUNTY BOUNDARY Project Location N AA Bull Creek so ti t BeIr Paw R iv MUP 04-07 6-0 IIKC' - 79 lu Pro ect Location � i a m TM -20 i TPZ-1 TM -5-' d a PZ-160 r � I - TPZ4,00 i d177====7 M4C. 'leYLn re k Ln AI TM-20Cc ' ----- i - Pi a Con ay ___ �_ TM 0 i a Qff__ TPZ-1 ry Dr , o ' Mol w ak D. TPZ-1'60 i TPZ-16 ;,;' 1200 0 1200 2400 3600 4600 6000 7200 8400 9600 Feet BUTTE COUNTY PLANNING COMMIISSION N Supervisorial Applicant: Fox KCVU Owner: Same Hearing Date: June 24, 2004 @ 9:00 a.m. Existing Zone: TM -5 (Timber Mountain, 5 acre minimum) Minor Use Permit—to—RI—ow a 4.5 meter (14.7 foot) diameter satellite dish moue on the group Request:as a received nnly antenna- District # 3 Assessor Parcel No: 056-070-079 File:MUP 04-07 Pro ect Location 4,/ -5 TM-20 r TPZ-1 TM-5' PZ-160 M AO 0 i =6 ri Me - a rM -leYeY Ln l a k Ln TM-20 1 - --- - - ------..__ ca 0. Pi a Con ay TMtO i a ----- _ - TPZ-1,� o ' Dream Ln', gip v`/ M01 w --------- TPZ-1'60 �a ;; / TPZ-16 I i I i j 1200 0 1200 2400 3600 4800 6000 7200 6400 9600 Feet BUTTE COUNTY PLANNING COMMISSION Applicant: Fox KCVU Owner: Same Hearing Date: June 24, 2004 @ 9:00 a.m. Existing Zone: TM-5 (Timber Mountain, 5 acre minimum) N Minor Use Permit to allow a 4.5 meter 14.7 foot) diameter satellite 's mounted on a groun Supervisorial Request: District # 3 Assessor Parcel No: 056-070-079 Fite:MUP 04-07 BUTTE COUNTY .� MAY 0 3 2004 A TRANSM ITTAL From: DEVELOPMENT SERVICES Robertson & Dominick, Inc. Civil Engineers and Surveyors & Inc. 888 Manzanita Court, Suite A Chico, CA 95926 530-894-3500 894-8955 fax robertson-dominick.com Chico o Red Bluff o Redding 04/30/04 To: STEPHEN BETTS From: ANNETTE KOLKEY Of: BUTTE COUNTY OFFICE OF DEVELOPMENTAL SERVICES Re: KCVO -TV SITE PLAN CC: ❑ Urgent ❑ Please Reply ® Per Your Request • Comments: STEPHEN: INCLUDED PLEASE FIND 3 BLUE LINE COPIES AND 19 11X17 REDUCTIONS OF THE UPDATED SITE PLAN FOR THE KCVO -TV TOWER AND PAD AS REQUESTED BY CHRIS KANE AT STATE PERMITS. SHOULD YOU HAVE ANY QUESTIONS, OR COMMENTS PLEASE CALL OUR OFFICE. THANK YOU, ANNETTE SECRETARY ENCL: STATE PERMITS KCVU-TV T•; AP 056-070-079 Fox KCVO M U P 04-07 !ro ect Location PLANNER CHECK IMMEDIATELY FOR DISTRIBUTION OF PUBLIC HEARING NOTICES Butte County Department oDevelopm ent Services PLANNING DIVISION 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile April 21, 2004 TO:' Inter -Departmental Review Committee FROM: Stephen Betts, Butte County Planning Division SUBJECT: Request for Comments on a Development/Land Use Application - APPLICANT: Fox KCVU, Minor Use Permit - MUP 04N-07 APN: 056-070-079 DATE OF IDR*: 5/5/2004 *Inter -Departmental Review Committee IDR RESPONSE REGARDING COMPLETENESS OF APPLICATION DUE BY:. May'3, 2004 AGENCY/DEPARTMENT CONDITIONS/MITIGATION MEASURES DUE BY: May 20, 2004 The Planning Division has received a project application as described below. This application is being provided to you for review. This is your opportunity to make comments regarding the completeness of this application, to be determined at the Inter -Departmental Review (IDR) Committee meeting on 5/5/2004, and/or to recommend conditions and/or mitigation measures relevant to your agency's/department's area of expertise and jurisdiction. PROJECT DESCRIPTION: Minor Use Permit to allow a 4.5 -meter (14.7 -foot) diameter satellite dish. The proposed dish would be mounted on the ground and would be a receive only antenna PROJECT LOCATION: on the west side of Cohasset Road, approximately 1.3 miles north of Mud Creek Road, at 11045 Cohasset Road, Cohasset COUNTY SUPERVISOR DISTRICT NO.: 3 ZONING: TM -5 (Timber Mountain, 5 -acre parcels) GENERAL PLAN: AR (Agricultural Residential) If a response cannot be submitted prior to the due dates listed above, please call Stephen Betts at (530) 538-7153 or send him an e-mail at sbetts@buttecounty.net. You do not have to respond to this request if you have no comments to include. 'Thank you for your attention to this matter. A hearing on this application has been tentatively scheduled for August 12, 2004, before the Planning Commission. IDR COMMITTEE — APPLICATION COMPLETE: No (Please send response to.sbetts buttecounty.net by May 3, 2004 ) Yes (Conditions/mitigation measures due by May 20, 2004) K:\Planning\Projects\CommentRequestForm.dot LEAD IN SHEET FILE NO: MUP 04N-07 APN: 056-070-079 S�A APPLICANT: Fox KCVU 300 Main Street Chico, CA 95928 OWNER: Fox KCVU REPRESENTATIVE: Ascent Media REQUEST: Minor Use Permit to allow a 4.5 -meter (14.7 -foot) diameter satellite dish. The proposed dish would be mounted on the ground and would be a receive only antenna LOCATION: on the west side of Cohasset Road, approximately 1.3 miles north of Mud Creek Road, at 11045 Cohasset Road, Cohasset SIZE: 19.4 acres SUPERVISORIAL DISTRICT # 3 EXISTING ZONING: TM -5, (Timber Mountain, 5 -acre parcels) GENERAL PLAN DESIGNATION:. AR (Agricultural Residential) ZONING HISTORY: SURROUNDING ZONING: SURROUNDING LAND USE: SITE HISTORY: APPLICABLE REGULATIONS: ASSIGNED PLANNER: Stephen Betts Date Application Received: 4/20/2004 Date Project Assigned: 4/21/2004 IDR Date: 5/5/2004 30 DU Complete: 5/20/2004 Preset Hearing Date: 8/12/2004 COMMENT DISTRIBUTION LIST County Offices and Cities: Chief Administrative Officer X Develop. Services Director X Environmental Health X Assesor —Sheriff _ BCAG X LAFCo _ Air Quality Mgmt. _ Biggs _ Gridley _ Oroville _ Paradise Information Systems Dept _ Animal Control X County Counsel Irrigation District: _ Chambers Cable TV _ Butte Water _Biggs/W. Gridley Water _ OW ID _ Paradise Irrigation _ Table Mountain Irrigation _ Thermalito Irrigation Domestic Water _ Butte Water District _California Water Service Co. _ OWID _ Thermalito IrrigationDistrict Sewer _ Butte Water District _ Themalito Irrigation Skansen Subdivision (CSA 21) _ L.O.A. PUD Fire Protection _ Caltrans, Aeronautics Program X California Department of Forestry _ EI Medio Fire Protection District Recreation Districts _ Chico Area Recreation _ Durham Area Recreation _ Paradise Recreation & Park _ Richvale Recreation & Parks Utilities _ PG&E North - Chico _ Chambers Cable TV PG&E South - Oroville _ Viacom Cable TV State Agencies _ CalTrans (Traffic) _ Dept. of Water Resources _ Forestry (Attn: Craig Carter) _ Dept of Parks and Rec. _ Central Reg. Water Quality Cont. _ Caltrans, Aeronautics Program _ Department of Conservation _ Off. of Mining Reclamation Dept.Social Services, Comm.Care Licensing Federal Agencies _ US Forest Service _ Army Corps of Engineers Other Districts, Agencies, Committees, etc. _ Lime Saddle Dist _ Drainage _ Reclamation _ Butte Co. Mining Committee _Paradise Pines Com. Assoc. _Mosq. Abatement. Oroville/Butte Co _ US Bureau of Land Management National Marine Fisheries Sservice _ Community Association _ Butte Env.l Council _ Cal Native Plant Society _ Forest Ranch Community Assoc. Butte Ck. Watershed Conservancy 00 X Public Works Director X Building Manager _ ALUC _ Butte Co. Farm Bureau _ Chico Chico Airport Commission X Agricultural Commission _ Durham Irrigation _ Richvale Irrigation Other _ Del Oro Water Co. Other Sterling City Sewer Main Feather River Rec. & Park Pacific Bell Dept. of Fish and Game _ Highway Patrol Off. of Governmental & Env. Relations US Fish & Wildlife Service School Districts K:\Planning\Forms\DISTR.wpd "DRAFT" LEAD IN SHEET FILE NO: � M V ? O y N - 0'7 AP# - O 5(v-0170-01 ? -59A APPLICANT: FOA K cy;- -9 REPRESENTATIVE: PROPOSED REQUEST: (to be filled out by person taking in application) FINAL REQUEST: (to be filled c NNiror Ufze- T*-y� project planner) vv-.avA,Vtd o^ +Vv- or -n%3^6 e)^A tiovtH lae- rei►Qive- od1W. ^W&. SIZE: l • QC SUPERVISORIAL DISTRICT # _ EXISTING ZONING: -T - S GENERAL PLAN DESIGNATION: ASSIGNED PLANNER: Date Application Received Lk I UJo Date Proiect Assigned 4/- ,2/ • a S/ up -MV ^ 30 Day Complete S • 2O''r< O� Preset Hearing Date R • Z • p� KAP1anning\Fonns\L.ead In Sheet.doc PLANNER's INITIALS lI „Andrew Earth Station AntennaES45T-T-1 4.5 Meter ESA • 0010'00' MIDREMe ES45T-T-1 4.5 Meter ESA Used world-wide in high-density data, voice, communications networks and broadcast applications, the Andrew 4.5M earth station antenna features an exclusively designed 2 or 4 -Port prime focus, beam -shaping feed and ground plane configuration. This versatile antenna can be configured in transmit and receive or receive only; either linear or circular polarized; C -Band, Ku -Band, X - Band or hybrid C/Ku receive only. The pedestal mount is manual or motorizable. The tripod mount is manual only. D c LSE APR 2 0 2004 Page 1 of 14 Features: BUTTE COUNTY • High Gain PLANNING DIVISION • Easy Assembly • 3 -Year warranty on all structural components Electrical Performance Meets or Exceeds • INTELSAT8 F-1, E-3 • U.S. FCC Regulation 25.209 for Ku -Band • ITU -R, S.580 and S.465 • Russian Homologation Certificate # OC/1-AO-136 Design Standards Material/Finish Reflector: Aluminum, conversion coated, painted with highly diffusive white paint. Ground Mount: Hot -Dipped Galvanized Steel, per ASTM -A123 for structural steel. Sizes < 3/8” (9.5mm), Stainless Steel, Passivated per MIL -F -14072-E300. Sizes > Hardware: 3/8" (9.5mm), Hot -Dipped Galvanized Steel per ASTM -A123. Mechanical Specifications Optics Type: Prime Focus Reflector Material: Precision formed aluminum Reflector Segments: 6 Mount Type: Tripod Mount Environmental Conditions Operating Temperature: -500 to 125° F (-45.50 to 52° C) Wind Loading, Survival: 125 mph (200 km/h) in any position of operation 1 G Vertical and Horizontal acceleration. Equivalent to a Richter Magnitude 8.3, and Seismic (Earthquakes): Grade 11 on the modified Mercalli Scale. file://C:\Documents%20and%20Settings\state 123\My%20Documents\Andrew%204.5%20... 4/12/2004 Andrew Earth Station Antennas - ES45T-T-1 4.5 Meter ESA Page 2 of 14 0 • file://C:\Documents%20and%2OSettings\state 123\My%2ODocuments\Andrew%2O4.5%20... 4/12/2004 Andrew Earth Station Antenna0s - ES45T-T-1 4.5 Meter ESA Dimensional Drawings Pedestal Mount, Side View: 9,8 ft Amt. 8.5 ft 110. I I 1 1 1 1 1 1619 MOX, (5.2 m) �` 1 1,15ft{0,38m) a Pivot to Bkvatkn � Phot Axis .MS ilei Mln, � 1.25 a (0.38 eP) (16 enm) EI Foot to Az Phot Sid* Mew EI Pkdbo Ground 1 C� Page 3 of 14 file://C:\Documents%20and%20Settings\state 123\My%20Documents\Andrew%204.5%20... 4/12/2004 Andrew Earth Station Antennas-ES45T-T-1 4.5 Meter ESA ID Pedestal Mount, Top View: Page 4 of 14 file://C:\Documents%20and%2OSettings\state 123\My%2ODocuments\Andrew%2O4.5%20... 4/12/2004 Andrew Earth Station Antenna,bES45T-T-1 4.5 Meter ESA Page 6 of 14 • Energy Density Calculation A: Vertex to Aperture Plane 2.8' (0.85 m) B: Aperture plane of reflector to aperture plane of subreireflector p o ._..... ...... ....-.., .....,.. _ 2.25' 0.686m) C: Diameter of Reflector 15' (4.57 m) D: Diameter of Ground Plane (C -Band) 0.678' (0.207 m) D: Diameter of Groundn . Plane (X -Band) 0.25' (0.076 m) D: Diameter of Ground Plane (Ku -Band) 0.333' (0.102 m) E: Diameter of Feed Horn (C -Band) 0.354' (0.107 m) E: Diameter of Feed Horn (X -Band) 0.698 (0.213 m) E: Diameter of Feed Horn (Ku -Band) 0.638' (0.195 m) F: Distance from the Vertex of the Reflector to the Feed Horn Window 5.05' (1.54 m) file: //C:\Documents%20and%20Settings\state 123\My%20Documents\Andrew%204.5%20... 4/12/2004 Andrew Earth Station Antennas - ES45T-T-1 4.5 Meter ESA Page 7 of 14 Earth Station Antenna and Feed System Specifications 2CPCR-45-109 ES45T-T-1 4.5 Meter Transmit and Receive Tripod Mount Manual Earth Station Antenna Nominal C Band G/T Antenna Performance Operation LNA/LNB Noise Temperature: 65 K 45 K 30 K G/T @ 10 Degrees Elevation: 23.4 dB/K 24.3 dB/K 25 dB/K Nominal Ku Band G/T Antenna Performance Linear LNA/LNB Noise Temperature: 165 K 125 K 90 K G/T @ 10 Degrees Elevation: 29.1 dB/K 29.9 dB/K 30.8 dB/K Beamwidth, midband, degrees C -Band Rx C -Band Tx Ku -Band Rx Ku -Band Tx 3 dB 1.220 0.850 0.400 0.320 15 dB 2.470 1.900 0.840 0.670 2 Port C Band Receive Only Feed Systems Feed Part Numbers 2CPCR-45-109 2CPWCR-45-120 2LPCR-45 2LPWCR-45 Operation Receive Only Receive Only Receive Only Receive Only Polarization Circular Circular Linear Linear Frequency, GHz 3.625-4.200 Receive 3.400-4.200 Receive 3.625-4.200 Receive 3.400-4.200 Receive Insertion Loss dB Rx (Tx) 0.20 0.30 0.10 0.30 Port -to -Port Isolation, dB - - - - - ---_ 6.725-7.025 Transmit 5.850-6.725 Tr - Rx to Rx 22 35 35 Interface Flange - f Rx Port Aluminum, CPR229G Brass, WR229 Aluminum, CPR229G Gain @ Feed output flange (dBi +/-0.2dB) Frequency 3.4000 GHz 42.0 42.0 3.6250 GHz 40.9 , 42.8 42.7 41.0 , 42.7 3.7000 GHz 42.9 4.0000 GHz 41.8 , 43.8 41.9 , 43.8 4.2000 GHz 42.2 , 44.2 44.2 42.3 , 44.2 44.2 Antenna Noise Temperature- clear sky conditions, at 68° F (20° C) 100 elevation 45 , 42 w 52 40 , 37 47 300 elevation 32 , 30 39 27 , 25 34 500 elevationP 28 , 26 35 �^ 23 ,-21 - 30 Maximum Pressurization 0.50 PSI 0.50 PSI 0.50 PSI 0.50 PSI 2 Port C Band Transmit / Receive Feed Systems Feed Part Numbers 2CPC-45-109 2CLPC-45 2LPC-45 2LPUC-45 2LPWC-45 Operation Transmit / Receive Transmit / Receive Transmit / Receive Transmit / Receive Transmit / Rea Polarization Circular Co -Linear Linear Linear Linear 3.625-4.200 Receive 3.625-4.200 Receive 3.625-4.200 Receive 4.500-4.800 Receive 3.400-4.200 Re Frequency, GHz 5.850-6.425 Transmit 5.850-6.425 Transmit 5.850-6.425 Transmit 6.725-7.025 Transmit 5.850-6.725 Tr Insertion Loss dB Rx (Tx) 0.30 (0.20) Port -to -Port Isolation, dB Rx to Tx 50 Tx to Rx 85 Interface Flange 0.20 (0.20) 0.20 (0.20) 0.20 (0.20) 100 100 _ . _... 85 40 Plated Brass, _ Tx Port Brass, CPR137G CPR137G Brass, CPR137G Brass, CPR137G 0.20 (0.20) Brass, CPR137c file://C:\Documents%20and%2OSettings\state 123\My%2ODocuments\Andrew%2O4.5%20... 4/12/2004 Andrew Earth Station Antennas_ ES45T-T-1 4.5 Meter ESA• Page 8 of 14 Rx Port Brass, CPR229G Brass, CPR229G Brass, CPR229G Brass, CPR229G Brass, CPR229( Gain @ Feed output flange (dBi +/-0.2dB) Frequency 3.4000 GHz .._ _ _ - - --- --•- •---,...- -...�..........._,....�._...._..,_........__....� w..._-. - ---- --- - - µ _ - ._... _. _42.0 3.6250 GHz 40.8 , 42.7 40.9 , 42.8 40.9 , 42.7 3.625-4.200 Receive 3.7000 GHz Frequency, GHz 10.950-12.750 Receive e�f 10.950-12.750 Receive Insertion Loss dB Rx (Tx) _ f 4.0000 GHz 41.7 , 43.8 _ 41.8 , 43.8 41.8 , 4_3.8 -� + ._ 4.2000 GHz 42.1 , 44.2 42.2 , 44.2 42.2 , 44.2 � 4.5000 GHz - 44.4 - 4.8000 GHz_.44.5-- _ f - 5.8500 GHz 43.8 , 43.8 43.8 , 46.3 43.8 , 43.8 6.1750 GHz 44.3 , 44.3 44.4 , 46.5 44.4 , 44.4 6.4250 GHz 44.6 , 44.6 44.7 , 46.8 44.7 , 44.7 6.7250 GHz Antenna Noise Temperature- clear sky conditions, at 68° F (20° C) 100 elevation v 52, 52 a 47 , 44 47, 47 47 300 elevation 39, 39 34 , 32 34 , 34 34 -- 500 elevation 35 , 35 _ 30 , 28 30 , 30 30 Tx Power Capacity 5000 watts 500 watts Maximum _ Pressurization 0.50 PSI 0.50 PSI 0.50 PSI 0.50 PSI 4 Port C Band Receive Only Feed Systems Feed Part Numbers 4CPCLKR-45-W 4LPCKR-45-W Operation _ A Receive Only Receive Only 42.9 44.2 46.2 46.8 47.0 44 32 28 - 2500 watts 0.50 PSI Polarization T Circular _ _ a _Linear 3.625-4.200 Receive 3.625-4.200 Receive Frequency, GHz 10.950-12.750 Receive e�f 10.950-12.750 Receive Insertion Loss dB Rx (Tx) _ f 0.15 0.15 Port -to -Port Isolation, dB� _.-35^ �,�...�_ ��........-_ -- Rx to Rx 500 elevation 26 -'0.50 35. Interface Flange 0.50 PSI Rx PortAluminum, CPR229G Aluminum, WR229 Gain @ Feed output flange (dBi +/-0.2dB) Frequency 3.6250 GHz 40.8 -- _ - - ---- _ - - 40.8 , 42.5 • . 4.0000 GHz- 41.8 - 41.8 , 43.6 -^42.2 4.2000 GHz 42.2 , 44.0 Antenna Noise Temperature- clear sky conditions, at 68° F (20° C) - - _ - 100 elevation 43 43, 43 300 elevation 30~ 30 , 30 500 elevation 26 -'0.50 26, 26 Maximum Pressurization PSI T - 0.50 PSI 4 Port C Band Transmit / Receive Feed Systems Feed Part Numbers 4LPCM-45 Operation Transmit / Receive Polarization - � Linear 3.625-4.200 Receive file://C:\Documents%20and%20Settings\state 123\My%20Documents\Andrew%204.5%20... 4/12/2004 Andrew Earth Station Antennas - ES45T-T-1 4.5 Meter ESA 0 • Frequency, GHz 5.850-6.425 Transmit Insertion Loss dB Rx (Tx) 0.30 (0.40) Port -to -Port Isolation, dB Linear Rx to Rx 35 Rx to Tx 85 Tx to Rx 40 Interface Flange - y _ Tx Port Plated Brass, WR137 Rx Port Brass, WR229 Gain @ Feed output flange (dBi +/-0.2dB) Frequency 3.6250 GHz -- ---_• 40.8 , 400.8 4.0000 GHz 41.7 , 41.7 4.2000 GHz - 42.1 , 42.1 - T. 5.8500 GHz 43.6 , 43.6 5.9250 GHz - 43.8 , 43.8 6.4250 GHz - 44.5 , 44.5 Antenna Noise Temperature- clear sky _ '-- conditions, at 68° F (20° C) - - 100 elevation 54, 54_........�__ 300 elevation 41, 41 500 elevation 37 , 37 Tx Power Capacity 2500 watts Maximum Pressurization 0.50 PSI ~ 2 Port Ku Band Receive Only Feed Systems Page 9 of 14 Feed Part Numbers 2LPKR-45-W Operation Receive Only Polarization Linear Frequency, GHz 10.950-12.750 Receive Insertion Loss dB Rx (Tx) 0.15 (0.15) Port -to -Port Isolation, dB Rx to Rx 35 Interface Flange Rx Port Flat Aluminum, WR75 Gain @ Feed output flange (dBi +/-0.2dB) Frequency 10.9500 GHz 49.7 , 51.6 11.9000 GHz - 52.4 11.9250 GHz 50.5 12.7500 GHz 51.0 , 52.9 Antenna Noise Temperature- clear sky conditions, at 68° F (20° C) 100 elevation 56, 53 300 elevation - _- _ - _ - - 41, 41 � 500 elevation 37 , 38 Maximum Pressurization 0.50 PSI 2 Port Ku Band Transmit / Receive Feed Systems Feed Part Numbers 2LPKUNV-45 file://C:\Documents%20and%20Settings\state 123\My%20Documents\Andrew%204.5%20... 4/12/2004 Andrew Earth Station Antenna10s - ES45T-T-1 4.5 Meter ESA Page 10 of 14 Operation rTransmit/ Receive Polarization .__ _Linear Receive Only 10.700-13.250 Receive Frequency, GHz 13.750-14.800 Transmit Insertion Loss dB Rx (Tx) 0.10 (0.10) Port -to -Port Isolation, dB 10.950-12.750 Receive Rx to Tx 30 Tx to Rx 40 Interface Flange K - Tx Port Brass, WR75 Cover Gasket Rx Port Brass, WR75 Cover Gasket Gain @ Feed output flange (dBi +/-0.2dB) Frequency 10.7000 GHz 49.5 , 51.4 11.7000 GHz 50.4 11.9000 GHz 52.4 12.5,000 GHz ._. 50.8___ - 13.2000 GHz 53.2 13.2500 GHz 51.3 13.7000 GHz 53.2 13.7500 GHz 51.5 14.2500 GHz51 ,.9..._ 53.6 14.5000 GHz 52.0 14.8000 GHz 53.8 Antenna Noise Temperature- clear sky conditions, at 68° F (20° C) 100 elevation 54 , 53 300 elevation 39 , 41 500 elevation 35, 38 Tx Power Capacity - _ 2000 watts per port - - Maximum Pressurization 0.50 PSI 4 Port Ku Band Receive Only Feed Systems Feed Part Numbers 4CPCLKR-45-W 4LPCKR-45-W Operation Receive Only Receive Only Polarization Linear Linear 3.625-4.200 Receive 10.950-12.750 Receive Frequency, GHz 10.950-12.750 Receive _ 3.625-4.200 Receive Insertion Loss dB Rx (Tx) 0.20 0.20 Port -to -Port Isolation, d6 Rx to Rx 35 Interface Flange Rx Port -^ - Flat Aluminum, WR75 r- -�- a Aluminum, WR75 Gain @ Feed output flange (dBi +/-0.2dB) Frequency 10.9500 GHz , 49.6 - - __- _-, _ 49.6 , 51.4 11.7000 GHz 50.3 ..- 11.9250 GHz - _ - - - - - 50.4 - 11.9500 GHz 52.2 12.7500 GHz 50.9 _ 5009 , 52.7 file://C:\Documents%20and%20Settings\state 123\My%20Documents\Andrew%204.5%20... 4/12/2004 Andrew Earth Station Antennas - ES45T-T-1 4.5 Meter ESA 0 Antenna Noise Temperature- clear sky conditions, at 68° F (20° C) 100 elevation 55 300 elevation_.-.._...,....,43__.„.._._..,_.,�....__..__ 500 elevation 40 Maximum Pressurization-�� 0.50 PSI 2 Port X Band Transmit / Receive Feed Systems Feed Part Numbers 2CPX-45 Operation _ w - Transmit / Receive Polarization � Circular 7.250-7.500 Receive Page 11 of 14 55 55 40 40 ..0.50 PSI Frequency, GHz 7.900-8.400 Transmit Insertion Loss d6 Rx (Tx) ~......�...� r~.___.........�_.._..........._.�_._ 0.20 (0.20) ............._.........__�._.._..._._____.____.._...._...__._.�.. _. , _ _ _ .. Port -to -Port Isolation, dB Tx to Rx 20 Interface Flange _-i- _ Tx Port _ .....,...� _ _._ __.....-.._.._.-..--- Aluminum, WR112 Rx Port Aluminum, WR112 Gain @ Feed output flange (dBi +/-0.2dB) Frequency ..,.,,.»_.........�... ._.....,.,�.,.._...,,...,.............__—._,..._ � ... 7.2500 GHz_�_.m._.-.,.._..__ ..�........�M......-......_...._.�.,,..�.._....._..,...48.7 46.7 , 48.4 .,..�....,.....,_.._,..�.-- - 7.5000 _GHz ...,...,�..,�..............._..,,,.....- .. - .,..._ 7.7500 GHz .�...,..�.46.8_..... -GHz .w......._.....,.....47.0 ...w....................,,,_........__.�...�w.._......�...__,_......�.._....__ _ ....,...,�...,...,._..,..............-...__...�..__............- ......._ 7.9000 --..��...�..,-.�.,....-._.....�.... . ...__ - , 49.2 � _ 8.4000 GHz 47.6 , 49.8 Antenna Noise Temperature- clear sky conditions, at 68° F (20° C) 100 elevation 52 , 45A 300 elevation 39 , 34 500 elevation 35 , 29 Tx Power Capacity 750 watts per port Maximum Pressurization 0.50 PSI Polarization Drive Kit Andrew Corporation provides a motorized feed polarization kit that can be mounted to the antenna combiner to automatically rotate the feed polarization. The Prime Focus Polarization Drive kit mounts inside the antenna hub to the linearly polarized feed, providing feed rotation to switch from linear or horizontal polarization A resolver provides the feed rotation angle position to the ACS antenna controller. A power cable is included with the kit to connect power from the remote motor controller to the polarization drive. Part Number w � Description W Specifications ....._... ,..,....... ...�..-� Nominal Speed 2.1 Degrees/Second @ 50 Hz PKSPF-100 Polarization Drive Kit 2.5 Degrees/Second @ 60 Hz Cross and Polarization Axis Waveguide Kits 1XAC-45 2 -Port C -Band cross axis W/G kit. Refl, edge to mount, Tx. 1 run. 0.5 dB total insertion loss 1XPC-36 2 -Port C -Band W/G kit. Feed to reflector edge, Tx. 1 run. 0.4 db Loss _ LL iXPC-45 2 -Port C -Band polarization axis W/G kit. Reflector edge to mount, Tx. 1 run. 0.5dB loss file://C:\Documents%20and%20Settings\state 123\My%20Documents\Andrew%204.5%20... 4/12/2004 Andrew Earth Station Antennas - ES45T-T-1 4.5 Meter ESA Page 12 of 14 1XPK-36 2 -Port Ku -Band W/G kit. Feed to reflector edge, Tx, 1 run. 0.7 dB loss 1XPK-45 2 -Port Ku -Band polarization axis W/Ge kit. Feed to refl edge, Tx. 1 run. 0.8 dB loss 2XAC-45 4 -Port C -Band cross axis W/G kit. Refl. edge to mount, Tx, 2 runs. 0.50 Total insertion loss 2XPC-36 4 -Port C -Band W/G kit. Feed to refl. edge, Tx, 2 runs. 0.4 dB loss. 2XPC-45 4 -port C Band polarization axis W/G kit. Feed to refl. edge, Tx, 2 runs. 0.5 dB loss per run . „ ,. , . , .,-s,... file://C:\Documents%20and%2OSettings\state 123\My%2ODocuments\Andrew%2O4.5%20... 4/12/2004 Andrew Earth Station Antenna0s - ES45T-T-1 4.5 Meter ESA Page 13 of 14 Heating Options Antenna Anti -Icing Strips or forced air De -Icing are available. A sensor and controller unit automatically senses moisture and activates the system whenever the need for heating is determined. Field installed full reflector heating pads. FR45 Field installed half reflector heating pads. HR45 Heater controller. 190-240 VAC/50/60 Hz/1 Phase HC45-208 Heater controller. 380-415 VAC/50/60 Hz/1 Phase HC45-380 Options Contact Sales for part number and pricing for your specific requirement. Lubrication and Maintenance Kit 209906 Foundation Grounding Kit ANTGND-5 Lightning Rod Kit LRK5 Installation Tool Kit TK-MAN-SML Obstacle Warning Light Kit OBWRNLT-115 Operates at 108-132V, 1 Phase, 50-60 Hz Obstacle Warning Light Kit OBWRNLT-230 Obstruction Warning Light Kit. Operates at 216-26 file://C:\Documents%20and%20Settings\state 123\My%20Documents\Andrew%204.5%20... 4/12/2004 Andrew Earth Station Antennas - ES45T-T-1 4.5 Meter ESA Page 14 of 14 Typical Slab and Pier Foundation Specifications Soil Bearing Capacity 2000 Ib/ft2 (9764 Cubic Meters) Reinforcing Steel 344 Pounds (156 Kilograms) Concrete Compressive Strength 3000 PSI (211 Kg/cm2) Foundation Length 10 Feet (3 Meters) Foundation Width 10 Feet (3 Meters) Foundation Depth 1.5 Feet (0.5 Meters) Foundation Concrete Volume 5.6 Cubic Yards (4.3 Cubic Meters) Foundation Specification Drawing 37690B Typical Slab Foundation Drawing 237746 Note: Foundation specifications provided are for a typical design only. Certification of suitability for a particular installation by a professional engineer is required prior to it's use for actual fabrication. Shipping Information Typical Net Weight 3935 Pounds (1785 Kilograms) Typical Shipping Weight 5600 Pounds (2540 Kilograms) Typical Shipping Volume 690 Cubic Feet (19.5 Cubic Meters) Qty 2 per standard 20 ft land/sea container. Qty 4 per standard 40 ft land/sea Shipping Container container Note: Weights and dimensions may vary based upon actual equipment ordered and consolidation of parts. This information should be considered typical for antenna only. Part numbers, designs and specifications provided are subject to change without notice. Andrew Corporation. All Rights Reserved. file://C:\Documents%20and%20Settings\state 123\My%20Documents\Andrew%204.5%20... 4/12/2004 Steven Schaefer Associates, Inc. Consulting Structural Engineers planning design investigation February 11, 2004 inspection RE: KCVU ANTENNA CHICO, CA SSA Project #0411.12 The enclosed calculations have been prepared for State Permits Inc., and include pages 1- 40 dated 2/11/2003. STEVEN SCHAEFTR ASSOCIATES, INC Exp. (o�a5 Dior Z/1I/O`f James R. Miller, P.E., California 10411 Medallion Drive • Suite 121 • Cincinnati, Ohio 45241 • (513)542-3300, 1-800-542-3302 • FAX (513)542-5540 STEVEN SCHAEFE SSOCIATES IrJC. PROJECT: KCVO ENNA FOUNDATION CONSULTING STRUC'PURAL ENGII�RS CLIENT: STATE ITS, INC. 10411 MEDALLION DRIVE, SUITE 121 CINCINNATI, OHIO 45241 PROJ. NO.: 0411.12 DATE: PHONE: (513) 542-3300 (800) 542-3302 FAX: (513) 542-5540 CAD DWG.:0411-12—CHICO CA.dwg BY: JI COPYRIGHT (0 2004 THIS DOCUMENT IS THE PRODUCT AND E)(CLUSNE PROPERTY OF STEVEN SCHAEFER ASSOCIATES, INC. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF STEVEN SCHAEFER ASSOCIATES, INC. 5'-3" 3" CLR. (TYP.) 10'-6" PAGE: 1 OF: 40 ANCHOR BOLTS AND ANTENNA BY OTHERS. ANCHOR BOLTS TO BE EQUIVALENT OF ANDREW TYPE 203600 ANCHOR BOLT KIT. s ADJUST DEPTH FOR LOCAL FROST DEPTH REQUIREMENTS GROSS SOIL BEARING PRESSURE IS 1064 PSF 5'-3" ANTENNA , �— GRADE U ci� 7TFF U e (12) #5 EA. WAY, TOP & BOTTOM CONCRETE FOOTING 10' -6"x10' -6"x1'-6" THICK Ao C -0503U * Exp. FOF 0 GENERAL STRUCTURAL NOTES • 2 DESIGN LOADS 1. FOUNDATION IS BASED ON FOUNDATION REACTIONS PROVIDED BY ANDREW CORPORATION. FOUNDATIONS 1. THE' FOUNDATION DESIGN AND GENERAL FOUNDATION NOTES ARE BASED ON THE ASSUMPTION OF FAVORABLE SOIL CONDITIONS. ALL FOOTINGS SHALL BEAR ON LEVEL (WITHIN 1 IN 12) UNDISTURBED SOIL OR APPROVED ENGINEERED FILL. FOUNDATIONS HAVE BEEN DESIGNED FOR A MAXIMUM SOIL BEARING PRESSURE OF 1500 PSF. 2. BOTTOM OF FOUNDATION TO BE LOWERED TO MEET LOCAL FROST DEPTH REQUIREMENTS. CONCRETE 1. CONCRETE WORK SHALL CONFORM TO ALL. REQUIREMENTS OF ACI 301-99, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS BELOW. 2. CONCRETE WORK IN COLD WEATHER SHALL CONFORM TO ALL REQUIREMENTS OF ACI 306.1-90 "STANDARD SPECIFICATION FOR COLD WEATHER CONCRETING" AND ACI 306R-88 "COLD WEATHER CONCRETING". 3. CONCRETE WORK IN HOT WEATHER SHALL CONFORM TO ALL REQUIREMENTS OF ACI 305R-99 "HOT WEATHER CONCRETING". THE AIR TEMPERATURE, RELATIVE HUMIDITY, CONCRETE TEMPERATURE, AND WIND VELOCITY SHALL BE ENTERED INTO NOMOGRAPH FIGURE 2.1.5 TO DETERMINE IF PRECAUTIONS AGAINST PLASTIC SHRINKAGE ARE REQUIRED. 4. MATERIALS: (Pc BASED ON 28 DAY UNLESS NOTED) A. CONCRETE FOR FOOTINGS: Pc = 3000 PSI. AIR ENTRAINED 4-6%. B. REINFORCING STEEL: ASTM A615-60 KSI YIELD DEFORMED BARS AND ASTM A185 WELDED WIRE FABRIC, FLAT SHEETS ONLY. C. FLY ASH: ASTM C618, TYPE F OR C. WHEN USED, FLY ASH -TO- TOTAL CEMENTITIOUS RATIO SHALL BE 15% MINIMUM. D. GROUND GRANULATED BLAST FURNACE SLAG: ASTM C989. TOTAL GROUND GRANULATED BLAST FURNACE SLAG -TO- TOTAL CEMENTITIOUS RATIO SHALL NOT EXCEED 50% MAXIMUM. E. CHLORIDE CONTENT OF CONCRETE: LIMIT TOTAL CHLORIDE ION CONTENT TO AMOUNT INDICATED IN TABLE 4.2.2.6 OF ACI 301-99. ADMIXTURES CONTAINING CHLORIDE ARE NOT PERMITTED IN REINFORCED CONCRETE OR CONCRETE CONTAINING METALS. STRUCTURAL STEEL 1. ANCHOR BOLTS TO BE EQUIVALENT OF ANDREW TYPE 203666 ANCHOR BOLT KIT STEVEN SCHAEFER ASSOCI16ES, INC. 10411 Medallion Dr., Suite 121 Cincinnati, OH 45241 (513)542-3300 Fax (513)542-5540 Structure Description: Fox News Antenna Foundations Design Codes: ACI318-99 for concrete design Client: State Permits Inc. 0ct No.: 0411.12 By: JRC Date: 2/6/04 File: AZ-O-elev-O.mcd Sheet 1 General Information: Satellite Tvpe: 4.5 Meter Earth Station Antenna Desiqn Wind Speed: 125 MPH Antenna Elevation Angle: 0 degrees Azimuth: AZ = 0 degrees Design Loads: Uplift is in the (+)Y direction; MX is moment about respective axis, typ. FX:=.354•k FY =. 1.:84.k FZ :.='1::1.22 k Na:`985333•.in!1bf MY`:==.48824,:ifisbf NE.: 3203' 1•in'4bf t N Z FOUNDATION ORIENTATION Foundation Dimensions: Foundation thickness: t fnd`:=1.5-.ft Foundation width: B := TO:S.-ft Foundation length: L;.`:=W5-ft Weight of foundation: Wt fnd :=1' conc't fnd-B -L wt fnd = 24.8 -k Overturning Check: Overturning will be checked in both the X -direction and Z -direction. Rotation about the Z-axis Resisting moment: Mz resist :=FY'B +- Wt fnd'B Mz resist = -139.9 -ft•k Factor of safety against overturning: FS :=I Mz resist I FS52b4a OK T 4 Rotation about the X-axis MZI , - Resisting moment: Mx resist'=FY'2 +-wt fnd'2 Mx resist - -139.9 -ft•k Mx resist I - S . Vex ,rt Factor of safety against overturning: FS :_ �5�� " 4� OK MX 1 STEVEN SCHAEFER ASSOCIATES, INC. 10411 Medallion Dr., Suite 121• Cincinnati, OH 45241 (513)542-3300 Fax(513)542-5540 Bearing Pressure: allowable bearing pressure: p>allow_lirg: ;x500 0sf eccentricity in the x -direction: e B := MZ FY I+ wt fnd eccentricity in the z -direction: e L NX FY + wt fnd e eccentricity ratios: ratioB _e B — B ratioeL _e L :_— L constant "K" taken from chart: K`:=35 see next sheet K. l FYI + wt fnd) maximum corner bearing pressure:p max _brg B •L Client: State Permits Inc. �ect No.: 0411.12 By: JRC Date: 2/6/04 File: AZ-O-elev-O.mcd Sheet 2 e B = 1.2 ain e L = 37 -in ratio_e B = 0.01 ratio_e L = 0.29 bearing capacity check: bearing check := if(p max_brg" p allow_brg, "No Good -*Pressure to high", "OK" ) STEVEN SCHAEFER ASSOCIA ES, INC. Client: State Permits Inc. 10411 Medallion Dr., Suite 1219 f ct No.: 0411.12 By: JRC Date: 2/6/04 Cincinnati, OH 45241 File: AZ-O-elev-O.mcd (513)542-3300 Fax (513)542-5540 Sheet 3 �Yc�ues`of a�/L=.tvng�tuui�a[;accc�Erieltyftciygrn'•,of toiiG[ng. 'S.otid :eur3es:qwe yaluCs:of K' tySoiciri'tLfxl .tNessur:eRri�ax�'K:x:Of BFB 0= C'bnceneiu.j-�a [pooon- footing .Cass.3 C:DSe.':'xJI .� /iaa. �.�:�6t+2R'�3fZ21 Fmpt �4 !4{l«R'e K2v}T3 �_( L.e /L .moa• ,; j R.r./y�/(¢ i--- L -moi F^-:L� p _ 60• �.rqr.. -xL----]� X ori.d. Y frons .churl L f'" (ci) R�^earrgetYar €oaiirgr.ciouisle s cc: it.tricitjr_ ATter STEVEN SCHAEFER ASSOC ES, INC. 1.0411 Medallion Dr., Suite 121 Cincinnati, OH 45241 ` (513)542-3300 Fax (513)542-5540 Client: State Permits Inc. I'Dect No.: 0411.12 By: JRC Date: 2/6/04 File: AZ-O-elev-O.mcd Sheet 4 b Reinforcement Desiqn: The reinforcement will be conservatively designed assuming the maximum bearing pressure as a uniform pressure applied to the bottom of the footing. Concrete cover: cc :=3 -in Effective depth of section: d :=t fnd- 3.375 -in d = 1.219 -ft Critical section for bending: critical_ section := 10 in + r t20.int — 1 -inl critical_section = 7.5 *in l / critical section is located halfway between the face, of the column and edge of the steel base plate Factored design pressure: w u 'T max—brg W u = 1438.1 opsf .. z Factored moment: M u :=LW •w u•B.. — critical—sectionl Concrete compressive strength: fc :=3.ksi Reinforcing bar strength: f Y :=60•ksi Effective width of section: b :=B b = 10.5•ft The following "program" determines the area of steel required. M u = 161.5 -ft•k 0 Ast := t fnd-L• •0018 Ast = 2.041 -int 2 M f Asmax := i Ast> BeamFlexuralSteelAnalysis b d MU f c f y inz, Ast, BeamFlexuralSteelAnalysis b d u c �in in in -k psi psi,z (in in in•k psi t Bar used: bar size :=5 Number of bars required: num—bars—req'— As`nax Abarbar_si,,e' in z 33: tn�::t ..x^.fir: �L.�O:._.�•:H+:...:'-,m.>R:i:. Use (11)'#5 bars ea way top and bottom STEVEN SCHAEFER ASSOCIATES, INC. 10411 Medallion Dr., Suite 121 • Cincinnati, OH 45241 (513)542-3300 Fax (513)542-5540 Client: State Permits Inc. ct No.: 0411.12 By: JRC Date: 2/6/04 File: AZ-O-elev-O.mcd Sheet 5 7 Shear Check: Check for flexural shear (one-way). Factored shear: V u_flexural := w u.B •L �� — critical—sectionl — dl V u_flexural = 51.4 ak Shear strength: �Vn :=0.85.2•fc psi B•d �Vn = 171.58-k Shear check: shear_check := if(V u_flexural> �Vn, "No good - shear too high", "OK" ) sheaz`he�c"'�Q a�' Check for punching shear Factored shear: V u_punching:=v' JB•L— (2•critical_section +d)2] V u—punching = 149.8-k Effective area: b o := 4 •(2 -critical—section + d) b o = 9.9 -ft Shear strength: OVn :=0.85.4 fc-psi b o•d OVn = 322.7-k Shear check: shear—check := if (V u_punching> �Vn, "No good -shear too high" , "OK" ) s, . �ar%'�O � Check Foundation for Maximum One-Wav Bendina: Bearing Pressure: Maximum moment: M max:=`f(1 MX I>I W I,I MX I,I Mz I) Eccentricity: ecc := M max FY+ -wt fnd (Checking bearing pressure and reinforcement for single axis bending) M max = 985333-in•lbf ecc = 3.1 -ft Check if this is within the kern: kern := L kern = 1.8 -ft -6 kern—check := if(kern> ecc, "Inside kern", "Outside kern" ) STEVEN SCHAEFER ASSOCIATES, INC. Client: State Permits Inc. 10411 Medallion Dr., Suite 121•ect No.: 0411.12 By: JRC Date: 2/6/04 Cincinnati, OH 45241 File: AZ-O-elev-O.mcd (513)542-3300 Fax Sheet6 ^ S. Foundation section modulus: S fnd:-"' 1 'B'L2 S fnd = 192.9•ft3 6 • I I Determine bearing pressure: brg_pressure :_ FY+ -wt fnd M mom'+ if kern—check--"Inside kern" B •L S fnd 2•1 FY+-wtfnd if kern check --"Outside kern" 3-13 .(L_ eccl 2 I bearing capacity check: bearing—check := if(brg_pressure> p allow_brg, "No Good - Pressure to high" , "OK" > Concrete cover: c c :=3 -in Effective depth of section: d :=t fnd— 3.375•in Critical section for bending: critical—section := 10•in + 20•in _ 10•in 1 2 ( 2 2 ) 2 critical—section = 7.5 -in critical section is located halfway between the face of the column and edge of the steel base plate , Factored design pressure: w u :=1.7•brg_pressure W u = 1326.325 opsf 2 Factored moment: M u :=2•w u•B•( _ critical—sectionl M u = 148.9-ft•k Concrete compressive strength: f c 3 •ksi Reinforcing bar strength: f y :=60•ksi Effective width of section: b :=B b = 10.5•ft The following "program" determines the area of steel required. Ast := t fnd-L. •0018 Ast = 2 °int 2 M f f Asmax := i Ast> BeamFlexuralSteelAnalysis b d M u f c f Y int, Ast, BeamFlexuralSteelAnalysis�in b d u c in in ink psi psi) in in•k sit,2P P STEVEN SCHAEFER ASSOCIATES, INC. Client: State Permits Inc. 10411 Medallion Dr., Suite 12.1 f�ct No.: 0411.12 By: JRC Date: 2/6/04 Cincinnati, OH 45241 File: AZ-O-elev-O.mcd (513)542-3300 Fax (513)542-5540 Sheet 7 . Bar used: bar–size-5 b d Mu f C f BeamFlexuralSteelAnalysis,—,—,—, . inz in in -k psi psi F1 2 Number of bars required: num_bars_req :_ Abarbaz-iz in z nu�–b .ire aq" 74 Use (11) #5 bars, ea way top and bottom. STEVEN SCHAEFER ASSOCS, INC. 10411 Medallion Dr., Suite 121 Cincinnati, OH 45241 (513)542-3300 Fax(513)542-5540 Structure Description: Fox News Antenna Foundations Design Codes: ACI318-99 for concrete design Client: State Permits Inc. Oct No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-0:mcd Sheet 1 10 General Information: Satellite Type: 4.5 Meter Earth Station Antenna Design Wind Speed: 125 MPH Antenna Elevation Angle: 0 degrees Azimuth: AZ = -60 degrees Design Loads: Uplift is in the (+)Y direction; MX is moment about respective axis, typ. FX :=9896•k FY.: 1:847.•k FZ ;=55305 :k W.: 464633.-4lti"f MY`: 48'838 to lbf. MZ':,= -8'69208 tn'abf: z FOUNDATION ORIENTATION Foundation. Dimensions: Foundation thickness: Foundation width: B :_ 10.5 !ft Foundation length: L =10.5 - ft Weight of foundation: wt fnd:=y conc-t fnd-B •L wt fnd ='24.8 -k Overturninq Check: Overturning will be checked in both the X -direction and Z -direction. Rotation about the Z-axis Resisting moment: Mz resist :=FY. Wt fnd B Mz resist = -139.9 -ftk Factor of safety against overturning: FS J Mz resist I FS 9 OK Rotation about the X-axis MZ Resisting moment: Mx resist :=FY' 2 +- wt fnd2 Mx resist = -139.9 -ft•k Factor of safety against overturning: FS ;=I Mx resist I S"p OK MX- . . STEVEN SCHAEFER ASSOCI ES, INC. 10411 Medallion Dr., Suite 121 Cincinnati, OH 45241 (513)542-3300 Fax(513)542-5540 Bearing Pressure: allowable bearing pressure: p allow_brg;-`15.00 psf eccentricity in the x -direction: e B ]VIZ FY I + wt fnd eccentricity in the -z -direction: e L := MX FYI + wt fnd eccentricity ratios: ratio_eB :_eB eB B ratio_eeL L — L constant "K" taken from chart: K`=4:4 see next sheet maximum corner bearing pressure:p K. l FY I + wt fndmax_brg B •L Client: State Permits Inc. ct No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-O.mcd Sheet 2 Il e B = 32.6 oin e L = 17.4 -in ratio_e B = 0.26 ratio_e L = 0.14 bearing capacity check: bearing check := if(p max_brg�p allow_brg, "No Good - Pressure to high", "OK" ). STEVEN SCHAEFER ASSOCIATES, INC. 10411. Medallion Dr., Suite 12 Cincinnati, OH 45241 (513)542-3300 Fax(513)542-5540 s.r-c. 6-9 Client: State Permits Inc. Oject . No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-O.mcd Sheet 3 'volaesvot ;- S -0d :eUrves.'svc yaEires of K' K. OL 0 c'oncent4rpt" (pbd. On. fG01;019 /4E- -MO. R;— JVIA4 _70A. 4H Ly Afi iL. 7�� 'X 6-14Y frOm Chorl Amor. L STEVEN SCHAEFER ASSOCIATES, INC. 10411 Medallion Dr., Suite 12• Cincinnati, OH 45241 (513)542-3300 Fax(513)542-5540 Client: State Permits Inc. �ject No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-o.mcd Sheet 4 The following "program" determines the area of steel required. Ast :=t.fnd•L• •0018 Ast = 2.041-in2 2 Asmax := i Ast> BeamFlexuralSteelAnalysis b d M u f c f y in2, AstM f MU c , BeamFlexuralSteelAnalysis b d in in in -k psi psi 1,2 �in in in -k psi Bar used: bar size :=5 Number of bars required: num—bars—req := Asmax Abarbaz size•in -z num,ba 0f. gr 1U rW— Use (11) #5 bars ea way top and bottom 13 Reinforcement Desion: The reinforcement will be conservatively designed assuming the maximum bearing pressure as a uniform pressure applied to the bottom of the footing. Concrete cover: cc := 3 -in Effective depth of section: d :=t fnd— 3.375 -in d = 1.219•ft Critical section for bending: critical—Section := 10 in +°r I2 �in1 ILI _ 1 din 1 critical—section = 7.5 -in critical section is located halfway between the face of the column and edge of the steel base Factored design pressure: w u :=1.7 p max_brg plate W u = 1808.3 opsf 2 Factored moment: M u :=—.w u•B.( — critical—sectionl M u = 203.1:-ft•k Concrete compressive strength: fc := 3 •ksi Reinforcing bar strength: f y :=60•ksi Effective width of section: -b:=B b = 10.5•ft The following "program" determines the area of steel required. Ast :=t.fnd•L• •0018 Ast = 2.041-in2 2 Asmax := i Ast> BeamFlexuralSteelAnalysis b d M u f c f y in2, AstM f MU c , BeamFlexuralSteelAnalysis b d in in in -k psi psi 1,2 �in in in -k psi Bar used: bar size :=5 Number of bars required: num—bars—req := Asmax Abarbaz size•in -z num,ba 0f. gr 1U rW— Use (11) #5 bars ea way top and bottom STEVEN SCHAEFER ASSOCIATES, INC. 10411 Medallion Dr., Suite 12• Cincinnati, OH 45241 (513)542-3300 Fax (513)542-5540 Shear Check: Check for flexural shear (one-way). Client: State Permits Inc. �ject No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-O.mcd Sheet 5 jy Factored shear: V u_flexural"= I' U'13 -[1L2 - critical-sectionl - dl V u_flexural = 64.7 °k Shear strength: OVn := 0.85-2.4f c -psi •B A OVn = 171.58 -k Shear check: shear_check := if (V u_flexural> 4Vn, "No 'good - shear too high" , "OK" ) �s�hearcheck'�-®R Check for punching shear Factored shear: V u_punching '=w u•[B•L- (2•critical-section+d)21 V u -punching = 188.3-k Effective area: b o :=4•(2•critical_section+d) b o = 9.9 -ft Shear strength: �Vn :=0.85.4 f c•psi•b o d OVn = 322.7-k Shear check: shear check := if(V u_punching> �Vn, "No good -shear too high", "OK" ) Check Foundation for Maximum One-Wav Bendina: Bearing Pressure: Maximum moment: M max :=if(I MX I>I Mz IJ MX 1.I Mz I) M max Eccentricity: ecc := FY + - wt fnd (Checking bearing pressure and reinforcement for single axis bending) M max = 869208 -in •lbf ecc = 2.7 -ft Check if this is within the kern: kern := L kern = 1.8 -ft 6 kern check := if(kern> ecc, "Inside kern", "Outside kern" ) Foundation section modulus: S fnd'= 1 •B -L2 S fnd = 192.9•ft3 6 STEVEN SCHAEFER ASSOCIATES., INC. - 1041 I NC.10411 Medallion Dr., Suite 12� . Cincinnati, OH 45241 (513)542-3300 Fax (513)542-5540_ Determine bearing pressure: . brg_pressure := Client: State Permits Inc. ect No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elbv-0.mcd Sheet 6 IS FY+-wtfnd I M max + if kern check="Inside kern" B L S fnd 2•Q FY+ -wt fnd ) if kern check="Outside kern" 3•B•(L _ ecc1 2 / ,e Reinforcing bar strength: f y :=60•ksi Effective width of section: b :=B b = 10.5 -ft The following "program" determines the area of steel required. Ast := t fnd•1-• •0018 Ast = 2 °int 2 Asmax :=i Ast> BeamFlexuralSteelAnalysis b d, Mu f cc , f y int, Ast, BeamFlexuralSteelAnalysis�in b, d, M u, f c, Fin' in in in -k' psi psis 2 in in -k psi p bearing capacity check: bearing -check:= if(brg_pressure> p allow -big, "No Good - Pressure to high" , "OK" behec Concrete cover: cc := 3 -in Effective depth of section: d :=t fnd- 3.375•in Critical section for bending: critical -section ;= 10 in + 20 in - 10 in 1 2 r2 2) 2 critical - 7.5 -in - critical section is located halfway between the -section face of the column and edge of the steel base plate Factored design pressure: w u :=1.7•brg_pressure W u = 1136.04 -psf 2 Factored moment: M u :=Lw •w u•B ( 2 - critical section M u = 127.6 *ft•k Concrete compressive strength: f c := 3.•ksi Reinforcing bar strength: f y :=60•ksi Effective width of section: b :=B b = 10.5 -ft The following "program" determines the area of steel required. Ast := t fnd•1-• •0018 Ast = 2 °int 2 Asmax :=i Ast> BeamFlexuralSteelAnalysis b d, Mu f cc , f y int, Ast, BeamFlexuralSteelAnalysis�in b, d, M u, f c, Fin' in in in -k' psi psis 2 in in -k psi p STEVEN SCHAEFER ASSOCIATES, INC. 10411 Medallion Dr., Suite 1240 Cincinnati, OH 45241 (513)542-3300 Fax (513)542-5540 Bar used: bar size :=5., Client: State Permits Inc. �ject No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-O.mcd Sheet'7 !n BeamFlexuralSteelAnalysis M f f b a u c Y •int Fin, in in -k psi psi z Number of bars required: num—bars—req 2 Abarbar_size'in ,.L .Y, r ^ ura,--baa — q' 6 Use (11) #5 bars ea way top and bottom STEVEN SCHAEFER ASSOCI*S, INC. 10411 Medallion Dr., Suite 121 Cincinnati, OH 45241 (513)542-3300 Fax(513)542-5540 Structure Description: Fox News Antenna Foundations Design Codes: , ACI318-99 for concrete design Client: State Permits Inc. I ct No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-60.mcd Sheet 1 P General Information: Satellite Type: 4.5 Meter Earth Station Antenna Design Wind Speed: 125 MPH Antenna Elevation Angle: +60 degrees Azimuth: AZ = -60 degrees Design Loads: I Uplift is in the (+)Y direction; MX is moment about respective axis, typ. .FX 4 878;k FY := 10 168 k- FZ =2 844 k 1VIX :=1b9607 in lbf' MY': 8 indlaf MZ 292607 m.11i'f z FOUNDATION ORIENTATION Foundation Dimensions: Foundation thickness: t fnd 15 .ft Foundation width: B :=.10.5 -ft Foundation length: L::=::10.5 .ft Weight of foundation: wt fnd :=y conc't fnd•B'L wt fnd = 24.8 °k Overturning Check: Overturning will be checked in both the X -direction and Z -direction. Rotation about the Z-axis Resisting moment: Mz resist :=FY•B+- Wt fnd'B MZ resist = —183.6 oft•k Factor of safety against overturning: FS := MZ resistI IFSS' OK Rotation about the X-axis MZ Resisting moment: Mx resist :=FY'2 +-wt fnd'2 Mx resist = —183.6 4t•k Factor of safety against overturning: FS := Mx resist )I OK MX I STEVEN SCHAEFER ASSOCIATES, INC. 10411 Medallion Dr., Suite 121 Cincinnati, OH 45241 (513)542-3300 Fax'(513)542-5540 Bearing Pressure: allowable bearing pressure: p.allow_brg 1'SOQ:psf eccentricity in the x -direction: e B MZ I FY I+ wt fnd eccentricity in the z -direction: e LNa FY I + wt fnd eccentricity ratios: ratio_eB := e B B eL ratio_e L := L constant 'W" taken from chart: K-' 1'65see next sheet maximum corner bearing pressure:p max–big— K. FY I + wt fnd) �B •L Client: State Permits Inc. ct No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-60.mcd Sheet 2 IB e.B = 8.4 oin eL=4.8-in ratio_e_B = 0.07 ratio_e L = 0.04 bearing capacity check: bearing_check := if(p max_brg�p allow_brg, "No Good -Pressure to high", "OK") STEVEN SCHAEFER ASSOCS, INC. 10411 Medallion Dr., Suite 12 Cincinnati, OH 45241 (513)542-3300 Fax (513)542-5540 s.c. G-0. Client: State Permits Inc. 4pect No.: 0411.12 By: JRC Date:•2/6/04 File: AZ--60-elev-60.mcd Sheet 3 11 1 woaucti`of a�/C. =tongi7utSinnS::ectenrricll:y/terigrn••of footin§. S*id cups=e :qi�e vaiuzs of 1C' PlSbz3mc"fa'1 :f3t.Csst�rc�p�,��� /Cx:CT%13+: o=' concenttotgn [poet. or.- faottnp Cri'ae 7i1 piao♦ L61-27t� C.i?Se.1 Cti a: v ' ¢a;fse x.61 aiyocs7TL >f B.. ep iria L.h. f tlw-'R•+ 1 4'0` RmV Ca,2 N Ga"sem '}I. H s — xL---l� X orid Y from Chori 1 ! � --iwc. 8GH (ei): Recmnj�Glar €oo6ng;.d6uble-i cccii:ir' i:ty. After AREA. STEVEN SCHAEFER ASSOC INC. INC. Client: State Permits Inc. 10411 Medallion Dr., Suite 12 �ect No.: 0411.12 By: JRC Date: 2/6/04 Cincinnati, OH 45241 File: AZ--60-elev-60.mcd (513)542-3300 Fax (513)542-5540 Sheet 4 Reinforcement Design: The reinforcement will be conservatively designed assuming the maximum bearing pressure as a uniform pressure applied to the bottom of the footing. Concrete cover: c c :=3 -in Effective depth of section: d :=t fnd- 3.375 -in d = 1.219 -ft Critical section for bending: critical_ section := 10 in + L 12 -in� _ 10 -in critical -section = 7.5 *in critical section is located halfway between the face of the column and edge of the steel base Factored design pressure:. w u :=1.7•p max_brg plate W u = 889.8 -psf 2 Factored moment: M u 2 •w u •B • 1 L - critical—section� M u = 99.9 oft•k Concrete compressive strength: fc :=3•ksi Reinforcing bar strength: fy :=60•ksi Effective width of section: b :=B b = 10.5•ft The following 'program" determines the area of steel required. Ast := t fnd•L 0018 Ast = 2.041 ain2 2 M f Asmax := i Ast> BeamFlexuralSteelAnalysis b, d M u f f y inZ, Ast, BeamFlexuralSteelAnalysis b d u c in in in•k psi' psi 2 in in in•k psi Bar used: bar_size :=5 Number of bars required: num—bars—req :_ Asmax Abarb_size in 2 az lRnb NO R Use (11) #5 bars ea way top and bottom STEVEN SCHAEFER ASSOCI,6ES, INC. 10411 Medallion' Dr., Suite 121 Cincinnati, OH 45241 (513)542-3300 Fax (513)542-5540 Shear Check: Check for flexural shear (one-way). Client: State Permits Inc. �ct No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-60.mcd Sheet 5 Factored shear: v u_flexural '_ w u'B L 12 — critical—sectionl — dl V u_flexural = 31.8 -k Shear strength: �Vn :=0.85.2• fc•psi•BA �Vn = 171.58-k Shear check: shear_check := if(V u_flexural> �Vn, "No good- shear too high", "OK" ) Check for punching shear Factored shear: V u_punching '_ W u'[B •L — (2 -critical—section + d) 2] V u—punching = 92.7 °k Effective .area: b 0:=4.(2-critical—Section + d) b o = 9.9 -ft Shear strength: �Vn :=0.85.4 fc•psi•b o•d �Vn = 322.7ok Shear check: shear check := if(V u_punching> 0Vn, "No good - shear too high", "OK" ) Check Foundation for Maximum One-Wav Bendino: Bearing Pressure: Maximum moment: M max :=if(1 MX 1>1 MZ 1,1 MX 1,1 MZ 1) Eccentricity: ecc :_ M' max FY + - wt fnd (Checking bearing pressure and reinforcement for single axis bending) M max = 292607-in•lbf ecc = 0.7 -ft Check if this is within the kern: kern := L kern = 1.8 -ft 6 kern check := if(kern> ecc, "Inside kern", "Outside kern" ) Re cth�`-sInside kern M �. Foundation section modulus: S fnd 1 'B'LZ S fnd = 192.9•ft3 6 STEVEN SCHAEFER ASSOCES, INC. 10411 Medallion Dr., Suite 124 Cincinnati, OH 45241 (513)542-3300 Fax(513)542-5540 Client: State Permits Inc. cf No.: 0411.12 By: JRC Date: 2/6/04 �s File: AZ--60-elev-60.mcd Sheet 6 i Z .Determine bearing pressure: brg_pressure := FY t - wt fnd I M max + if kern_check="Inside kern' B •L S fnd 2•Q FY•{ --wt fnd I� if kern _check="Outside kern" 3•13 �L – eccl 2 / g� 5� bearing capacity check: bearing check := if(brg_pressure> p allow–brg "No Good - Pressure to high", "OK" ) e rrng_ch`ec'lc'lc�n0,��' Concrete cover: cc := 3. -in Effective depth of section: d :=t.fnd- 3.375•in Critical section for bending: critical section := 10 in + ( 20 in _ 10 in 1 2 2 2 , 2 critical section = 7.5 oin critical section is located halfway between the face of the column and edge of the steel base plate Factored design pressure: w u :=1.7•brg_pressure W u = 754.136 opsf 2 Factored moment: M u := 2 •w u•B • 12 critical on M u = 84:7 oftk Concrete compressive strength: f c := 3 •ksi Reinforcing bar strength: f y :=60•ksi Effective width of section: b :=B b = 10.59ft The following "program" determines the area of steel required. Ast := t fnd•L• •0018 Ast = 2 -int 2 Asmax :=i Ast> BeamFlexuralSteelAnalysis b d M uu f—c f y •inZ, Ast, BeamFlexuralSteelAnalysis�in b d M u fC. f (in in in- k si si ( in in•k siP P 1t,zP P STEVEN SCHAEFER ASSOC ES, INC. Client: State Permits Inc. 10411 Medallion Dr., Suite 12 ct No.: 0411.12 By: JRC Date: 2/6/04 Cincinnati, OH 45241 File: AZ--60-elev-60.mcd (513)542-3300 Fax(513)542-5540 Sheet X Bar used: bar .size -:=5 BeamFlexuralSteelAnalysis b d '-Mu , f c, f y .int Fin in in -k psi psi 1,2 Number of bars required: num_bars_req :_ 2 Abarbar_size'in Use (111) #5 bars ea way top and bottom STEVEN SCHAEFER ASSOCIATES, INC. 10411 Medallion Dr., Suite 121• Cincinnati, OH 45241 (513)542-3300 Fax (513)542-5540 Structure Description: Fox News Antenna Foundations Design Codes: ACI318-99 for concrete design Client: State Permits Inc. �ect No.: 0411.12 By: JRC Date: 2/6/04 File: AZ-60-elev-90.mcd Sheet 1 y d General Information: Satellite Type: 4.5 Meter Earth Station Antenna Design Wind Speed: 125 MPH Antenna Elevation Angle: 90 degrees Azimuth: AZ = +60 degrees Design.Loads: Uplift is in the (+)Y direction; MX is moment about respective axis, typ. FX960•k FY :=-.94'l.-kFZ.:= 1:6'64 k MX :=-272957•in4 bf MY :=-:226-in4bf NE—A-54809'-.in,--.-16f- Foundation Z :=..154809:-in.1 fFoundation Dimensions: Foundation thickness: t:fud.:-1.5:aft Foundation width: a B = T05;ft Foundation length: L:=.10.5 -ft Weight of foundation: wt fnd '_y conc't fnd'B -L wt fnd = 24.8 -k Overturning Check: Overturning will be checked in both the X -direction and Z -direction. Rotation about the Z-axis Resisting moment: Mz resist '=FY'B +-wt fnd'B Mz resist = -135.2 oft•k Mz resist. Factor of safety against overturning: FS :=I 10x5 OK Rotation about the X-axis I MZ Resisting moment: Mx ' resist =FY'2 +-wt fnd'2 Mx resist = —135.2 -ft•k Factor of safety against overturning: FS := MX resist I 8543 OK MX It: .z FOUNDATION ORIENTATION STEVEN SCHAEFER ASSOC S, INC. 10411 Medallion Dr., Suite 12 Cincinnati, OH 45241 (513)542-3300 Fax(513)542-5540 Bearing Pressure: allowable bearing pressure: p allow_l r"i! 1509>psf.. gz eccentricity in the x -direction: e B := MZ FY I + wt fnd eccentricity in the z -direction: e L := RIX FY I + wt fnd e eccentricity ratios: ratioB _e B :_ B B e ratio_e L :_— L constant °K" taken from chart: K ::=:I:7 see next sheet Client: State Permits Inc. sect No.: 0411.12 By: JRC Date: 2/6/04 File: AZ-60-elev-90.mcd Sheet 2 a� eB = 6*in e L = 10.6 *in ratio_e B = 0.05 ratio_e L = 0.08 K. l FY I + wt fd) _ maximum corner bearing pressure:p max _br 8p m�axbr3'97f g B .L % s g a bearing capacity check: bearing check := if(p max_brg' p allow_brg, „No Good -Pressure to high", "OK" ) STEVEN SCHAEFER ASSOCIATES, INC. 10411 Medallion Dr., Suite 12� Cincinnati, OH 45241 (513)542-3300 Fax(513)542-5540 .SSC. 6-0. Client: State Permits Inc. �ect No.: 0411.12 By: JRC Date: 2/6/04 File: AZ-60-elev-90.mcd Sheet 3 ;�cri;rwrRtc :o:snf;e> 'Vulues°of 'eZ/L [artg%Iw3in01::e Coonti'sciiy/{e[i41'p}•of foo4.ii�y. S.aid':cur"ves:4tve valines--of'K fa de arrkvrn .Pressure"Rn+ex6 ICx:G% tat O� conccritrot.cq 1vaa ort. f.00fing Pose: klY Pyo Lbt �2.R�nZ'l. H eg g1 A� `e gso.8r a @o eY Ca'Sc`'1� G'v' G Omer . Ga=e LY t Q' ^*'K•018L - 4 H _..LL Rmna x on. Y. from thnrl {d) Reccarfg'GIar €4oting;.iiouole's:c.0 :iiitrlcitjr. :sifter AREA. Nt�- I � .. �♦ � t ` t ttQ��� � � ..l t N 'Vulues°of 'eZ/L [artg%Iw3in01::e Coonti'sciiy/{e[i41'p}•of foo4.ii�y. S.aid':cur"ves:4tve valines--of'K fa de arrkvrn .Pressure"Rn+ex6 ICx:G% tat O� conccritrot.cq 1vaa ort. f.00fing Pose: klY Pyo Lbt �2.R�nZ'l. H eg g1 A� `e gso.8r a @o eY Ca'Sc`'1� G'v' G Omer . Ga=e LY t Q' ^*'K•018L - 4 H _..LL Rmna x on. Y. from thnrl {d) Reccarfg'GIar €4oting;.iiouole's:c.0 :iiitrlcitjr. :sifter AREA. STEVEN SCHAEFER ASSOCS, INC. 10411 Medallion Dr., Suite 12 Cincinnati, OH 45241 (513)542-3300 Fax (513)542-5540 Client: State Permits Inc. Isect No.: 0411.12 By: JRC Date: 2/6/04 File: AZ-60-elev-90.mcd Sheet 4 Reinforcement Design: The reinforcement will be conservatively designed assuming the maximum bearing pressure as a uniform pressure applied to the bottom of the footing. i Concrete cover: c c :=3 -in Effective depth of section: d :=t fnd— 3.375 -in d = 1.219 -ft Critical section for bending: critical—section := 10 in + r 12 �inl — 1inl critical section = 7.5 -in L ` I critical section is located halfway between the face of the column and edge of the steel base plate Factored design pressure: w u :=1.7•p max_brg . W u = 674.9 apsf 2 Factored moment: M u := 2 •w u B �2 — critical—section M u = 75.8 0ft•k Concrete compressive strength: f c :=3 •ksi Reinforcing bar strength: f y :=60.ksi Effective width of section: b :=B b = 10.5•ft The following "program" determines the area of steel required. Ast :=t fnd-L' 0018 Ast = 2.041cin 2 2 b(aM uf cf M f Asmax :=i Ast> BeamFlexuralSteelAnalysis , , , , y int, Ast, BeamFlexuralSteelAnalysis b d u c in in in•ksi si �in in in•kP P �.2psi Bar used: bar size:=5 Number of bars required: num_bars_req := Asmax Abarbar_size-in jum b`eq Use (11) #5 bars ea way top and bottom STEVEN SCHAEFER ASSOC4TES, INC. 10411 Medallion Dr., Suite 12 Cincinnati, OH 45241 (513)542-3300 Fax (513)542-5540 Shear Check: Check for flexural shear (one-way). Client: State Permits Inc. Sect No.: 0411.12 By: JRC Date: 2/6/04 File: AZ-60-elev-90.mcd Sheet 5 Factored shear: V u_flexural '= w u'B'I 12 — critical_sectionl — dl V u_flexural = 24.1 •k Shear strength: @Vn :=0.85.2 f c•psi •B A �Vn = 171.58 •k Shear check: shear_check := if (V u_flexural> �Vn, "No good - shear too high", "6K" ) Check for punching shear Factored shear: V u_punching '=v' u'[B-L— (2•critical_section+ d)2] Vu —punching = 70.3 •k Effective area: b o :=4•(2•critical_section+d) b o = 9.9 -ft Shear strength: �Vn :=0.85.4 fc•psi•b o•d �Vn = 322.7•k Shear check: shear_check := if (V u—punching> OVn, "No good - shear too high", "OK" ) sheafaec "®K�' Check Foundation for Maximum One-Wav Bendina: Bearing Pressure: Maximum moment: M max:=if(I Mx I>I MZ I'I Mx I,I Mz I) Eccentricity: ecc := M max FY + - wt fnd (Checking bearing pressure and reinforcement for single axis bending) M max = 272957 -in •lbf ecc = 0.9 -ft Check if this is within the kern: kern := L kern = 1.8 -ft 6 kern check := if(kern> ecc, "Inside kern" , "Outside kern" ) NT eck E Sl n Foundation section modulus: S fnd 1 •B •LZ 6 S fnd = 192.9•ft3 STEVEN SCHAEFER ASSOCIATES, INC. Client: State Permits Inc. 10411 Medallion Dr., Suite 12� �ect No.: 0411.12 By: JRC Date: 2/6/04 Cincinnati, OH 45241 File: AZ-60-elev-90.mcd (513)542-3300 Fax(513)542-5540 Sheet ZG1 IDetermine bearing pressure: brg_pressure :_ FY+ - wt fnd M max + if kern check --"Inside kern" B •L S fnd 2•Q FY+-wtfnd if kern—check--"Outside kern" 3•B (L — ecc� 2 �S presseay 35°4�psf bearing capacity check: bearing check := if(brg_pressure> p allow_brg, "No Good - Pressure to high" , "OK" ) Concrete cover: cc :=3 -in Effective depth of section: d :=t fnd— 3.375 -in Critical section for bending: critical section := 10 -in.,. 20 in — 10 in 1 2 ( 2 2 ) 2 critical—section = 7.5 oin critical section is located halfway between the face of the column and edge of the steel base plate - Factored design pressure: w u :=1.7•brg_pressure W u = 597.432 opsf 2 F Factored moment: M u := 2 •w u•B (� — critical—sectionl M u = 67.1 oft•k Concrete compressive strength: fc :=3•ksi Reinforcing bar strength: f y :=60•ksi Effective width of section: b :=B b = 10.5•ft - The following "program" determines the area of steel required. Ast := t fnd•L• •0018 Ast = 2 oin2 2 M f f Asmax :=i Ast> BeamFlexuralSteelAnalysis b d M u f c f y •inZ, Ast, BeamFlexuralSteelAnalysis b d u c— in in in -k psi psi 1,2 �in in in -k psi p STEVEN SCHAEFER ASSOCIATES, INC. 10411 Medallion Dr., Suite 121 Cincinnati, OH 45241 (513)542-3300 Fax (513)542-5540 Bar used: bar.- si-ze = 5': Number of bars required: num_bars_req Client: State Permits Inc. ect No.: 0411.12 By: JRC Date: 2/6/04 File: AZ-60-elev-90.mcd Sheet 7 30 BeamFlexuralSteelAnalysis M f b d u c f y int Fin' in in -k psi psi 2 Abarb s. -int ar- Use (11) #5 bars ea way top and bottom STEVEN SCHAEFER ASSOCIATES, INC. 10411 Medallion Dr., Suite 12 Cincinnati, OH 45241 1* (513)542-3300 Fax (513)542-5540 Structure Description: Fox News Antenna Foundations Design Codes: ACI318-99 for concrete design Client: State Permits Inc. �ect No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-30.mcd Sheet 1 General Information: Satellite Type: 4.5 Meter Earth Station Antenna Design Wind Speed: 125 MPH Antenna Elevation Arigle: 30 degrees Azimuth: AZ = -60 degrees Design Loads: Uplift is in the (+)Y direction; MX is moment about respective axis, typ. FX:=710.-1'-k FY, :=;.6 653-k . FZ :.=4.97.9. k MX :=-3535$'8 in-lbf. MY- %==76:876-in-1bf` 1VIZ := 5'85703--in�4 f Foundation Dimensions: Foundation thickness: t`fnd 13ft Foundation width: 31 Foundation length: Weight of foundation: wt fnd '=y conc't fnd'B •L wt fnd = 24.8 ek Overturning Check: Overturning will be checked in both the X-directi6n and Z -direction. Rotation about the Z-axis Resisting moment: Mzresist :=FY - B +- wt fnd' B Mz resist = -165.2 aft k Factor of safety against overturning: FS :=I Mz resist I ,F 34� OK I ,gin. Rotation about the X-axis MZ Resisting moment: Mx resist '=FY• 2 +-wt fnd'2 Mx resist = -165.2 -ft•k Mx I Factor of safetyagainst overturning* FS :=I resist �' OK 9. 9 I I S� US? MX, Z FOUNDATION ORIENTATION STEVEN SCHAEFER ASSOCIATES, INC. 10411 Medallion Dr., Suite 1 Cincinnati, OH 45241 (513)542-3300 Fax (513)542-5540 Bearing Pressure: allowable bearing pressure: .P`allow_brg:`- . 00 psf: eccentricity in the x -direction: e B MZ Fy l + wt fnd eccentricity in the z -direction: e L MX FYI + wt fad e eccentricity ratios: ratio_e B :_— B eL ratio_e L :_— L constant. "W taken from chart:IC =:2:2'5 see next sheet K. FY I + Wt fnd maximum corner bearing pressure:p inax_brg B •L Client: State Permits Inc. Oject No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-30.mcd Sheet 2 3Z eB = 18.6oin e = 11.2 *in, ratio_e B = 0.15 ratio_e L = 0.09 bearing capacity check: bearing_check := if(p max_brg" p allow_brg, "No Good -Pressure to high", "OK" ) STEVEN SCHAEFER ASSOCII TES, INC. 10411 Medallion Dr., Suite 12 Cincinnati, OH 45241 (513)542-3300 Fax (513)542-5540 see. G'-9. Client: State Permits Inc. eject No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-30.mcd Sheet 3 xu vol ues'ol e�/L3'.[ungiti,csiraal:eccentiicGt;y�tec�ej�ri.o1 fobtintj. °Soiid:eufVes:gCve.vt71i�2s;:G{:i{ NS.ak3isis;r» .ri+'C�sur¢•Pry.ox� /Cx.O/t3.�. 0= concciitroted (pod. on.. looting Co+e Imna L'7.G,¢L•6 B i. Be4ttt'12-t1Y2j': 160 IVi AS _ _ ` pia='KO�r3L S: `.c x Cfn4 Y. from .chort 1 Finan'. SGN. (fit): RecCaragctlar footing;.ctbubDe ceccit.ireity. .�!'tei .AR::�A. 33 STEVEN SCHAEFER ASSOC' TES, iNC. 10411 Medallion Dr., Suite 1 Cincinnati, OH 45241 (513)542-3300 Fax(513)542-5540 Client: State Permits Inc. (eject No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-30.mcd Sheet 4 3V Reinforcement Design: The reinforcement will be conservatively designed assuming the maximum bearing pressure as a uniform pressure applied to the bottom of the footing. Concrete cover: c'c :=3 -in Effective depth of section: d :=t fnd— 3.375•in d = 1.2190ft Critical section for bending: critical_ section := 10 in + f 1`2 -inl — 10 -in r IL II J. critical—section = 7.5 -in critical section is located halfway between the face of the column and edge of the steel base plate Factored.design pressure: w u ;=1.7 p max—brg wu,= 1091.4opsf 2 • Factored moment: M u := 2 •w u•B • \ — critical—Section� M u = 122.6 oft•k Concrete compressive strength: f c := 3 •ksi Reinforcing bar strength: f y :=60•ksi Effective width of section: b :=B b = 10.5•ft The following "program" determines the area of steel required. Ast := t fnd•L• •0018 Ast = 2.041 *int 2 M f Asmax := i Ast> BeamFlexuralSteelAnalysis b d M u, f C f y int, Mt, BeamFlexuralSteelAnalysis b d u c in in in•k psis psi 112 , in in in k' psi Bar used: bar—size':--5 Number of bars required: num—bars—req := Asmax 2 Abarbar size•in WME ars f64=- 56 6 wz� l - Use (11) #5 bars ea way top and bottom STEVEN SCHAEFER ASSOC ES, INC. 10411 Medallion Dr., Suite 1 Cincinnati, OH 45241 (513)542-3300 Fax(513)542-5540 Shear Check: Check for flexural shear (one-way). Client: State Permits Inc. Oject No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-30.mcd Sheet 5 Factored shear: V u—flexural u'B ((2 — critical—section) — dl V u—flexural = 39 ok Shear strength: Wn :=0.85.2 Fiepsi •B A �Vn = 171.58 -k Shear check: shear—check := if(V u_flexural> QVn, "No good -shear too high", "OK") . hear'�checl�;� „ Check for punching shear Factored shear: V u_punching'=W U -113•L— (2•critical_section+d)2] V u_punching = 113.7ok Effective area: b o :=4•(2•critical_section+d) b o = 9.9 -ft Shear strength: �Vn :=0.85.4•Fpsi•b o d �Vn = 322.7-k Shear check: shear—check :=if(V u_punching> �Vn, "No good - shear too high", "OK" ) Check Foundation for Maximum One-Wav Bendina: Bearing Pressure: Maximum moment: M max :=ifd MX I>1 Mz 1J MX 1J Mz h Eccentricity: ecc := M max FY + - wt fnd S5 (Checking bearing pressure and reinforcement for single axis bending) M max = 585703 *in•lbf ecc = 1.6 -ft Check if this is within the kern: kernL kern = 1.8 -ft 6 kern_check := if(kem> ecc, "Inside kern", "Outside kern" ) Foundation section modulus: S fnd'= 1'B -LZ 6 S fnd = 192.9•ft3 STEVEN SCHAEFER ASSOCIATES, INC. Client: State Permits Inc. 10411 Medallion Dr., Suite 12 ect'No.: 0411.12 By: JRC Date: 2/6/04 Cincinnati, OH 45241 0 & File: AZ--60-elev-30.mcd (513)542-3300 Fax (513)542-5540 Sheet 6 3� ' Determine bearing pressure: brg_pressure :_ FY+"wt fnd I M max + if kern_check--"Inside kern" B •L S fnd 2.(� FY+-wtfnd I) V if kern _check --"Outside kern" 3•13 (L - eccl 2 / �M� a P.�res�sriure�.'3.5#' bearing capacity check: bearing -check := if (brg-pressure> p allow _brg , "No Good - Pressure to high" , "OK" ) Concrete cover: cc :=3 -in Effective depth of section: d;=t fnd- 3.375•in Critical section for bending:critical_section := 10•in 20•in - 10•in 1 2 + 2 2 )-2 critical section - 7.5 min critical section is located halfway between the face of the column and edge of the.steel base plate Factored design pressure: w u :=1.7•brg_pressure w u = 915.145 -psf . 2 Factored moment: M := 1 •w L - critical-sectionl M = 102.8 oft•k u 2 u•B • 1 2 / u Concrete compressive strength: f c := 3 •kgi Reinforcing bar strength: f y :=60•ksi Effective width of section: b :=B b = 10.5 -oft The following "program" determines the area of steel required. Ast := t fnd•L• •0018 Ast = 2 "int 2 Asmax := i Ast> BeamFlexuralSteelAnalysis b d M uu , f f y int, Ast, BeamFlexuralSteelAnalysis b, d, MU f f in m ink psi psi t,2 in .in.in•k psi p STEVEN SCHAEFER ASSOCIATES, INC. 10411 Medallion Dr., Suite 120 Cincinnati, OH 45241 (513)542-3300 Fax(513)542-5540 Bar used: bar size::=5; Number of bars required: num_bars_req :_ Client: State Permits Inc. leject No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-30.mcd Sheet 7 Beare lexuralSteelAnalysis b d M f f u c Y •int Fin in in•k psi psi 1,2 Abarbaz_size' in 2 Use (11) #5 bars ea way top and bottom Installation Instructions Bulletin 37846C Revision evision J Specifications for 4.544.6 -Meter Earth Station Antennas e, 1.0 INTRODUCTION 1.1 This document specifies typical foundation character- istics, designs; requirements and dimensional specifica- tions for the Andrew 4.5 -/4.6 -Meter Earth Station Antennas. 2.0 FOUNDATION LOADING CHARACTERISTICS 2.1 Foundation loads are applied to the foundation pad as shown in Figure 1. Positive applied forces are in the direction of the X, Y, and Z coordinate axes. 2.2 Varying load conditions are dependent upon icing, incident angle of the wind and elevation/azimuth angles of the antenna. Foundation loading for various icing, ele- vation/azimuth and wind conditions are listed in Table 1. Foundation loading moment for various elevation/azimuth versus wind conditions are listed in Table 2. Foundation Orientation Y X Foundation Pad Z Figure 1 ANDREW,, Andrew Corporation Telephone: 708/349-3300 Customer Service, 24 hours: U.S.A. • Canada • Mexico: 1-800/255-1479 10500 West 153rd Street FAX (U.S.A.): 1-800/349-5444 U.K.: 0800 250055 • Republic of Ireland: 1 800 535358 Printed in U.S.A. ,/oi Orland. Park, IL U.S.A. 60462 Other Europe: +44 1592 782612 copyright < ;999 by Andrew corpo-Btion r 31 EL = 0° FOUNDATION LOADING FORCES (lbs) Wind Speed Angle (mph) (a) x AZ = 0° Y z x AZ = +60° Y z AZ = -60° X. Y z AZ = 90° x Y z 125 15° 354 -1841 11220 -9543 -1833 5918 9896 -1847 5305 -11220 -1841" 354 125 -15° -354 -1841 11220 -9896 -1833 5305 9543 -1847 5918 -11220 -1841 -354 125 30° 530 -1841 11210 -9444 -1833 6065 9975 -1847 5147 -11210 -1841 530 125 -30° -530 -1841 11210 -9975 -1833 5147 9444 -1847 6065 -11210 -1841 -530 125 45° 420 -1841 10870 -9203 -1833 5799 9624 -1847 5071 -10870 -1841 420 125 -45° -420 -1841 10870 -9624 -1833 5071 9203 -1847 5799 -10870 -1841 -420 125 60° -707 -1841 10030 -9039 -1833 4402 8332 -1847 5627 -10030 -1841 -707 125 -60° 707 -1841 10030 -8332 -1833 5627 9039 -1847 4402 -10030 -1841 707 125 120° -2426 -1841 -2634 1069 -1833 -3418 -3494 -1847 783 2634 -1841 -2426 125 -120° 2426 -1841 -2634 3494 -1833 784 -1068 -1847 -3418 2634 -1841 2426 .125 135° -2281 -1841 '4263 2552 -1833 -4106 -4832 -1847 -156 4263 -1841 -2281 125 -135° 2281 -1841 -4263 4832 -1833 -156 -2551 -1847 -4106 4263 -1841 2281 125 150° -1646 -1841 -5590 4018 -1833 -4220 -5664 -1847 -1369 5590 -1841 -1646 125 -150° 1 1646 -1841 -5590 5664 -1833 -1369 -4018 -1847 4220 5590 -1841 1646 EL 30° FOUNDATION LOADING FORCES (lbs) Wind AZ = 0° AZ = 0° AZ = +60° AZ = +60° AZ = -60° AZ = -60° AZ = 90° AZ = 90° Speed Angle (mph) (a) x Y z x Y z (mph) (a) x Y z x Y z x Y z x Y z 125 60° -667 -6646 8804 -7957 -6638 3824 7291 -6653 4979 -8804 -6646 -667 125 -60° 667 -6647 8803 -7291 -6639 4979 7957 -6653 3824 -8803 -6647 667.' 125 135° -1862 -845 -4350 2836 -837 -3788 -4698 -851 -562 4350 -845 -1862 125 -135° 1862 -845 -4350 4698 -837 -562 -2836 -821 -3788 4350 -845 1862 EL = 60° FOUNDATION LOADING FORCES (Ibs) Wind AZ = 0° AZ = 0° AZ = +60° AZ = +60° AZ = -60° AZ = -60° AZ = 90° Speed . Angle Speed Angle (mph) (a) x Y z x Y z x Y z x Y z 125 ±60 0 -10162 5627 -4873 -10154 2814' 4873 -10168 2814 -5627 -10162 0 125 120° -69 -762 -3417 2925 -753 -1768 -2993 -767 -1649 3417 -762 -69 125 -120° 69 -761 -3417 2993 -753 -1649 -2925 -767 -1768 .3417 -761 69 EL = 90° FOUNDATION LOADING FORCES fibs) Wind AZ = 0° AZ = +60° AZ = -60° AZ = 90° Speed Angle (mph) (a) x Y z x y z x Y z x Y z 125 901 Side Wind -1921 -949 0 -960 -941 -1664 -961 -956 1664 0 -949 1921 Frontal Wind 0 -949 -1921 -1664 -941 961 1664 -956 961 -1921 -949 0 125 -90° Side Wind 1921 -949 0 961 -941 1664 960 -956 -1664 0 -949 -1921 Frontal Wind 0 -949 1921 -1664 .-941 961 1664 -956 961 1921 -949 0 s. Table 1 3.0 ANCHOR BOLT REQUIREMENTSi 3.1 Typical anchor bolt installation configurations and dimensions are shown in Figure 2. 3.2 Andrew type 203666 Anchor Bolt Kit includes anchor bolts, alignment plates and required mounting hardware as shown. 2 4.0 FOUNDATION DESIGNS 4.1 The selected foundation for a particular site is depen- dent upon local conditions. Soil borings and foundation analysis should be performed by a qualified civil engi- neer. IN r EL = 0` FOUNDATION LOADING MOMENT (in -lbs) Speed n Angle (mph) (a) AZ = 0` I x y z AZ = +60" xy z AZ = -60° x y z AZ = 90° x y z 125 15° 1985333 i 48824 -32031 521078 48829 837559 .464633 48838 -869208 32031 48824 985333 125 -15° 985333 48824 33451 464299 48838 870256 521412 48829 -836512 -33451 48824 985333 125 30" 984,107 -70569 -48407 534694 -70573 828390 449998 -70560 -876526 48407 -70569 984407 125 -30" j 984406 70569 49834 449665 70560 877573 535028 70573 -827342 -49834 70569 984406 125 45° ' 952914 -94738 -38209 510056 -94753 806067 442959 -94748 -844014 38209 -94738 952914 125 115° 952914 94738 39635 442625 94748 845062 51:0390 94748 -805019 -39635 94738 952914 125 60°. 875109 -89366 66207 380659 -89357 790876 494458 -89367 -724343,-66207 -89366 875109 125 -60° 875109 89366 -64784 494125 89367 725391 380993 89357 -789829 64784 89366 875109 125 120° -297894 232651 225420 -343669 232629 -145377 45783 232608 371040 -225420 232651 -297894 125 -120` -297894 -232651 -223996 45542 -232649 -369993 -343335 -232653 146332 223996 -232651 -297894 125 135` 448780 235374 211990 407395 235320 -282740 41220 235357 494973 -211990 235374 448780 125 -135° -448780 -235374 -210566 41554 -235357 493925 407061 -235344 283695 210566 -235374 448780 125 150° -571693 192460 153173 417945 192441 -418528 -153546 192480 572037 -153173 192460 -571693 .125 -150` -571694 -192460 -151749 153880 -192480 -5709891-117 620 -192441 419576 151749 -192460 -571694 «- �V . t*UUNDATION LOADING MOMENT (in4bs) Wind AZ = 0° z AZ = +60" Z AZ = -60°. Z AZ = 90° Z Speed Angle 2273 -240 317030 -272957 -226 154809 275358 -226 (mph) tat x Y z (mph) (a) x y z x y z x y z x Y z 125 60° 684612 -76965 13558 330988 -76958 599555 -353588 -76876 -585703 -13558 -76965 684612 125 -60° 684464 76865 -12134 353254 76976 586750 331304 76858 -598477 12134 76865 684464 125 135` -540579 155381 250334 -487154 155399 -342996 -53892 155381 593665 -250334 155381 -540579 125 -135` -540593 -155381 248909 -54184 -155394 -592618 -485782 -155399 343134 -248909 -155381 -540593 ruUNUATION LOADING MOMENT (in -lbs) Wind -- AZ = 0° z AZ = +60' Z AZ = -60° Z AZ = 90° Z Speed Anle 2273 -240 317030 -272957 -226 154809 275358 -226 (mph) tat x Y z x y z x Y z x y z 125 t60` 338700 0 712 169274 -8 293654 169607 8 -292607 -712 0 338721 125 120° -500059 2889 11291 -259808 .2889 -427418 -240624 2882 438930 -11291 2889 -500059 125 -120` -499985 -2889 -9872 -240958 -2883 -437882 -258936 -2886 428429 9872 -2889 -499985 . CL = VV- FOUNDATION LOADING MOMENT (in -lbs) Wind y Speed ( le m h) (W AZ = 0° x y z AZ = +60° x Y Z AZ = -60° X Y. Z AZ = 90° X y Z 125 90° Si Wind 2273 -240 317030 -272957 -226 154809 275358 -226 156939 317030 -240 -2273 Fror-.ml Wind 318653 0 770 159217 -9 281972 159598 9, -275292 770 0 -318653 125 -90° Sim Wind 2304 240 -315610 275024 226 -150267 -272623 226 -159393 -315610 240 -2304 Front Wind 318653 0 712 159217 -9 281964 159598 9 -275292 712 0 -318653 Table 2 4.2 A typical slab type foundation is shown in Figure 2. A desired orbital arc coverage from a particular site loca- copy of this design on a D -size (22" x 33") sheet is avail- tion. The required azimuth.and elevation angles of the able from Andr=w on request. Refer to drawing number antenna, relative to the mount must be determined to 240001. establish the appropriate foundation orientation. A specif- 5.0 FOUNDATRON ORIENTATION ic foundation orientation requirement may be requested with the antenna as part of the installation package. 5.1 Proper four dation orientation is required to obtain the 3 State Permits 2932 Northwestern Ave. Racine, WI 53404 In regards to: FOX KCVU Satellite Dish Steve Betts Butte County Planning Division 7 County Center Drive Oroville, CA 95965 Dear Sir or Madam: Please accept the enclosed information as application for a Minor Use Permit for Fox KCVU. This project encompasses the addition to a 10'x10' concrete slab on which a 4.5 Meter Earth Station Antenna (satellite dish) will be erected. The dish stands approximately 12' tall, and is stationary (no motors required). Specs sheets for the proposed dish are enclosed in this packet. The site itself is in a large clearing within a mostly undeveloped hill area. It is listed as at 11045 Cohaset Road (.9 miles past the end of the blacktop). GPS information is as follows: Latitude: 39 degrees: 57' 648"; Longitude: 121 degrees: 42' 654", Altitude Elevation AMSL: 3507, and Magnetic Declination: E: 15.9 degrees. Copies of the site photos are enclosed in this packet. As you'll see from the photos, there is a small transmitter station on the lot, 2 current dishes, and a small tower. A line of trees and shrubs separates the site from the road, mostly concealing the site/proposed dish location. As such, we believe there is no cultural, historical, or scenic impact to this project/site. If you require any additional information, or have any questions, please don't hesitate to contact me. Sincerely, Chris Kane/State Permits Date: 4/14/2004 To Attn Re: Proj: Sig Butte County Building Department 7 County Center Drive County Building Oroville, CA. 95965 Phone: (530) 538-7601 Steve Bettes FOX #KCVU 11045 Cohaset Rd Chico, CA 040045 Letter of Transmittal We Transmit: ❑ Attached 0 Via: FED -X RI Application ❑I Prints RI Plans ❑ Samples 0 Specs ❑ Revisions ❑Check #: Amount $ ❑ Plan Review Payable To: For: ❑ Permit Fee ❑ Payment Due items: 1 - Cover letter 1 - Application 1 - Application packet checklist 1 - Environmental information form 1 - Site plan 1 - Photo packet 1 - Antenna specs packet 1- Foundation specs 35 - Full size site plans/prints These are Transmitted: 0 For Approval ❑ For Construction ❑ Revised for Final Review ❑ For Your Use ❑ Approved as Noted ❑ Submit Copies for Distribution #: ❑ As Requested ❑ Returned for Corrections ❑ Return Approved Prints # ❑ For Review and Comment rv-] For Permit ❑ Other Remarks: Hi Steve, Thanks for all of your a let me know if you require any additional information. Chris Kane - Phone: 262/6339900 x 5 '.932 Northwestern Ave Racine, WI 53404 • 262/633-9900 • Fax:262/633-9912 • www.statepermit.con Betts, Steve . From: Wannenmacher, Felix Sent: Thursday, June 03, 2004 2:10 PM To: Betts, Steve; Baker, Joseph Cc: Miller, Gloria Subject: Fox KCVU Agenda Report (MUP 04-07) Hi Steve and Joe, I have reviewed the agenda report. It looks fine. Felix CONFIDENTIAL -- ATTORNEY-CLIENT PRIVILEGE CONFIDENTIALITY NOTICE: This email transmission, and any documents or messages attached to it, may contain confidential information that is legally privileged. If you are not the intended recipient, or a person responsible for delivering this email to the intended recipient, then you are (1) notified that any disclosure, copying, distribution, saving, reading or use of this information' is strictly prohibited, (2) requested to discard and delete this email and any attachments, and (3) requested to immediately notify us by email that you mistakenly received this message. Thank you. � 0(�'F Betts, Steve From: Betts, Steve Sent: Thursday, May 20, 2004 2:59 PM To: Baker, Joseph Subject: Fox KCVU MUP Agenda Report Attached for your review is the Planning Commission agenda report for the Fox KCVC MUP project. -S- Stephen Betts Senior Planner Butte County Planning Division 7 County Center Drive, Oroville, CA 95965 Desk - (530) 538-7153 Fax — (530) 538-7785 5/20/2004 Page 1 of 1 Page l ' of 1 Betts, Steve From: Chris Kane [chris@statepermit.com] Sent: Friday, April 16, 2004 1:53 PM To: Betts, Steve Subject: FW: Permission Letter Steve, I'll send the hard copy with the check. They are coming to me FedEx, so turn around should be pretty quick.- ck -----Original Message ----- From: Glenn Erickson[mailto:gerickson@ascentmedia.com] Sent: Friday, April 16, 2004 3:37 PM To: Vaun Podlogar (Vaun@statepermit.com); 'Chris Kane' Subject: FW: Permission Letter Chris For you. Hard copies in the Mail for Monday. Glenn -----Original Message ----- From: Sue Goldian Sent: Friday, April 16, 2004.4:35 PM To: Glenn Erickson Subject: Permission Letter Glenn, I fed'x these letters out but we can go ahead and separate and e-mail it the way you want. All they need to do would be print as the letterhead etc is on the word form. Sue 4/16/2004 0 Betts, Steve From: Chris Kane [chris@statepermit.com] Sent: Friday, April 16, 2004 12:58 PM To: Betts, Steve Subject: FW: KCVU - Chico - 040045 Steve, Will this suffice? -----Original Message ----- From: Glenn Erickson[mailto:gerickson@ascentmedia.com] Sent: Friday, April 16, 2004 2:50 PM To: 'Chris Kane' Subject: RE: KCVU - Chico - 040045 This Andrew 4.5m antenna is and will be set up as a receive only antenna. This antenna is not an FAA Transmit qualified antenna, so it would be against FAA rules to use it for Transmitting. If needed, someone may come out to the site after installation to look to see if there is a transmitter installed. Ascent and their subcontractor, State Permit, were selected by Fox digital to install the new Andrew 4.5 M antenna for Fox's new digital service. State Permit is authorized to file and pull all related and Zoning permits for this new service. Ascent Media is a nationwide corporation dealing in satellite communications, installation and maintenance. If you have Questions please call me at 321-952-4203. Thanks, Glenn 4/16/2004 Page 1 of 1 Page 1 of 1 Betts, Steve From: Betts, Steve Sent: Friday, April 09, 2004 10:35 AM To: 'chris@statepermit.com' Subject: FW: Cohasset Site Chris, Sorry for the long delay in getting back to you. The subject parcel is zoned TM -5 (Timber Mountain, 5 -acre minimum parcel size) and a Minor Use Permit is required for any type of wireless communications facility, such as a satellite dish. I encourage you to look at Section 24-262 of the Butte County Code (Wireless Communication Facilities) to see the requirements for a wireless facility. You can find the Butte County Code at: http://municipalcodes.lexisnexis.com/codes/butteco/ The attached PDF documents are what you did to complete and return to us. Please note that many of the submittal requirements (such as a RF study, coverage area maps, grading plan, etc.) may not apply to a satellite dish, especially if it is receive only. The current processing fee for a Minor Use Permit is $2,255.00. This project would most likely be very easy to do since the impacts, if any, would be minimal, but we are very short staffed and very busy, so it may take anywhere from two to four months to get it before the Planning Commission. Assuming it would be easy to do I would try to squeeze it in between my other, more complex projects. If you have any questions please feel free to give me a call or send me an e-mail. Steve Stephen Betts Senior Planner . Butte County Planning Division 7 County Center Drive, Oroville, CA 95965 Desk - (530) 538-7153 Fax — (530) 538-7785 4/16/2004 1p Steven Schaefer Associates, Inc. Consulting Structural Engineers planning design investigation February 11, 2004 inspection RE: KCVU ANTENNA CHICO, CA . SSA Project #0411.12 The enclosed calculations have been prepared for State Permits Inc., and include pages 1- 40 dated 2/11/2003. STEVEN SCHAEF-FR ASSOCIATES, INC. ice. C-050334 it *' Ex (O/cs * ,F OF C A`ilol 2I 11 /Dq James R. Miller, P.E.; California 10411 Medallion Drive • Suite 121 • Cincinnati, Ohio 45241 • (513) 542-3300, 1-800-542-3302 • FAX (513) 542-5540 STEVEN SCHAEFEA&�OCIATES INC. PROJECT: KCVU -NNA FOUNDATION CHICO, CA CONSULTING STRU ffiflF )iRS CLIENT: STATE PEW TS, INC. 10411 MEDALLION DRIVE, SUITE 121 CINCINNATI, OHIO 45241 PROJ. NO.: 0411.12 DATE: 02/11/04 PHONE: (513) 542-3300 (800) 542-3302 FAX: (513) 542-5540 CAD DWG.:0411-12—CHICO CAdwg BY: AC PAGE: 1 www.ssastructural.com I OF, 40 COPYRIGHT g 2004 THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF STEVEN SCHAEFER ASSOCIATES, INC. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF STEVEN SCHAEFER ASSOCIATES, INC. 5'-3" 3" CLR. (TYP.) ANCHOR BOLTS AND ANTENNA BY OTHERS. ANCHOR BOLTS TO BE EQUIVALENT OF ANDREW TYPE 203600 ANCHOR BOLT KIT. 10'-6" 5'-3" ANTENNA GRADE U CV �t r cD I U 1T� M * ADJUST DEPTH FOR (12) #5 EA. WAY, LOCAL FROST DEPTH TOP & IBOTTOM REQUIREMENTS CONCRETE FOOTING 10'-6"x10'-6/"x1`'f-6" THICK GROSS SOIL BEARING PRESSURE IS 1064 PSF i- / Exp. (0ll05 ,E F CAS 2 GENERAL STRUCTURAL NOTES DESIGN LOADS 1. FOUNDATION IS BASED ON FOUNDATION REACTIONS PROVIDED BY ANDREW CORPORATION. FOUNDATIONS 1. THE' FOUNDATION DESIGN AND GENERAL FOUNDATION NOTES ARE BASED ON THE ASSUMPTION OF FAVORABLE SOIL CONDITIONS. ALL FOOTINGS SHALL BEAR ON LEVEL (WITHIN 1 IN 12) UNDISTURBED SOIL OR APPROVED ENGINEERED FILL. FOUNDATIONS HAVE BEEN DESIGNED FOR A MAXIMUM SOIL BEARING PRESSURE OF 1500 PSF. 2. BOTTOM OF FOUNDATION TO BE LOWERED TO MEET LOCAL FROST DEPTH REQUIREMENTS. CONCRETE 1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301-99, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS BELOW. 2. CONCRETE WORK IN COLD WEATHER SHALL CONFORM TO ALL REQUIREMENTS OF ACI 306.1-90 "STANDARD SPECIFICATION FOR COLD WEATHER CONCRETING" AND ACI 306R-88 "COLD WEATHER CONCRETING'. 3. CONCRETE WORK IN HOT WEATHER SHALL CONFORM TO ALL REQUIREMENTS OF ACI 305R-99 "HOT WEATHER CONCRETING". THE AIR 'TEMPERATURE, RELATIVE HUMIDITY, CONCRETE TEMPERATURE, AND WIND VELOCITY SHALL BE ENTERED INTO NOMOGRAPH FIGURE 2.1.5 TO DETERMINE IF PRECAUTIONS AGAINST PLASTIC SHRINKAGE ARE REQUIRED. 4. MATERIALS: (fc BASED ON 28 DAY UNLESS NOTED) A. CONCRETE FOR FOOTINGS: fc = 3000 PSI. AIR ENTRAINED 4-6%. B. REINFORCING STEEL: ASTM A615-60 KSI YIELD DEFORMED BARS AND ASTM A185 WELDED WIRE FABRIC, FLAT SHEETS ONLY. C. FLY ASH: ASTM C618, TYPE F OR C. WHEN USED, FLY ASH -TO- TOTAL CEMENTITIOUS RATIO SHALL BE 15% MINIMUM. D. GROUND GRANULATED BLAST FURNACE SLAG: ASTM C989. TOTAL GROUND GRANULATED BLAST FURNACE SLAG -TO- TOTAL CEMENTITIOUS RATIO SHALL NOT EXCEED 50% MAXIMUM. E. CHLORIDE CONTENT OF CONCRETE: LIMIT TOTAL CHLORIDE ION CONTENT TO AMOUNT INDICATED IN TABLE 4.2.2.6 OF ACI 301-99. ADMIXTURES CONTAINING CHLORIDE ARE NOT PERMITTED IN REINFORCED CONCRETE OR CONCRETE CONTAINING METALS. STRUCTURAL STEEL 1. ANCHOR BOLTS TO BE EQUIVALENT OF ANDREW TYPE 203666 ANCHOR BOLT KIT STEVEN SCHAEFER ASSOCIjjS, INC. 10411 Medallion Dr., Suite 121 Cincinnati, OH 45241 (513)542-3300 Fax (513)542-5540 Structure Description: Fox News Antenna Foundations Design Codes: ACI318-99 for concrete design Client: State Permits Inc. Oct No.: 0411.12 By: JRC Date: 2/6/04 File: AZ-O-elev-O.mcd Sheet 1 General Information: Satellite Tvpe: 4.5 Meter Earth Station Antenna Design Wind Speed: 125 MPH Antenna Elevation Angle: 0 degrees Azimuth: AZ = 0 degrees Design Loads: Uplift is in the (+)Y direction; MX is moment about respective axis, typ. FX :=.354•k FY :=.-°:1;:84-.k MX :`=985333-.in-lbf MY`:==:48924--in:at f MZ :=-32'034 n_'lbf t FA z FOUNDATION ORIENTATION Foundation Dimensions: Foundation thickness: Foundation width: Foundation length: L.':=10:5 -ft Weight of foundation: Wt fnd :=Y conc't fnd'B'L wt fnd - 24.8 °k Overturning Check: Overturning will be checked in both the X -direction and Z -direction. Rotation about the Z-axis Resisting moment: Mz resist :=FY'B +-wt fnd'B Mz resist = -139.9 -ft-k Factor of safety against overturning: FS J Mz resist I 5 OK Rotation about the X-axis I MZ I Resisting moment: Mx resist :=FY'2 +-wt fnd'2 Mx resist = -139.9 -ft-k Mx resist I;1 ..+ Factor of safety against overturning: FS := I I 5-4 OK MX a :. STEVEN SCHAEFER ASSOCIATES, INC. 10411 Medallion Dr., Suite 121• Cincinnati, OH 45241 (513)542-3300 Fax(513)542-5540 Bearing Pressure: allowable bearing pressure: p; allbw_l rg 1`50Q &f eccentricity in the x -direction: e B MZ FY + wt fnd eccentricity in the z -direction: e L MX FY I + wt fnd eccentricity ratios: ratio_e B :_eB — B ratioeL _e L —L constant "K" taken from chart: K':=3:5 see next sheet K. (I FY + wt fnd maximum corner bearing pressure:p max_brg B -L Client: State Permits Inc. Oct No.: 0411.12 -By: JRC Date: 2/6/04 File: AZ-O-elev-O.mcd Sheet 2 e = 1.2 *in e L = 37 oin ratio_e B = 0.01 ratio_e L = 0.29 bearing capacity check: bearing_check := if(p max_brg> p allow_brg, "No Good -'Pressure to high" , "OK" ) STEVEN SCHAEFER ASSOCIATES, INC. 10411 Medallion Dr., Suite 121 • Cincinnati, OH 45241 .(513)542-3300 Fax (513)542-5540 .SEC.. 6-9. a hi Client: State 'Permits Inc. Foct No.: 0411.12 By: JRC Date: 2/6/04 File: AZ-0-elev-O.mcd Sheet 3 . <x.016L 0= ooncentrP144 W00, on- fooling r7."O!4�F- /'qt.p. 1, (C I - 2 R - 17�Pmbs 4(v p - A - .� ; 4 -tA :P. 0. Pn�c X cir4 'Y from -ichari 64.0 . b)e-�c 0 The following "program" determines the area of steel required. Ast :=t fnd•L•.0018 Ast = 2.041 "int 2 M f Asmax := i Ast> BeamFlexuralSteelAnalysis b d MU f f int, Ast, �BeamFlexuralStee'lAnalysis b d u c in in in -k psi psi y i,z lin in ink psi Bar used: bar size :=5 Number of bars required: num_bars_req :_ ` smax Abarbaz size'in2 Use (11) #5 bars ea way top and bottom ti F STEVEN SCHAEFER ASSOCIATES, INC. 1.0411 Medallion Dr., Suite 121. Client: State Permits Inc. *ct No.: 0411.12 By: JRC Date: 2/6/04 Cincinnati, OH 45241 - File: AZ-O-elev-O.mcd .(513)542-3300 Fax (513)542-5540 Sheet 4 Reinforcement Design: The reinforcement will be conservatively designed assuming the maximum bearing pressure as a uniform pressure applied to the bottom of the footing. ,Concrete cover: c c :=3•in Effective depth of section: d :=t fnd— 3.375•in d = 1.219•ft Critical section for bending: critical—section - 10 in + r t20in� — 1 -inl critical_section = 7.5 oin critical section is located halfway between the face of the column and edge of the steel base Factored design pressure: w u :=1.7 p max_brg plate W u = 1438.1 -psf z Factored moment: M u := 2 u•B �� - critical_sectionl M u = 161.5 oft•k •w Concrete compressive strength: f c := 3 •ksi Reinforcing bar strength: f y :=60•ksi Effective width of section: b :=B b = 10S•ft The following "program" determines the area of steel required. Ast :=t fnd•L•.0018 Ast = 2.041 "int 2 M f Asmax := i Ast> BeamFlexuralSteelAnalysis b d MU f f int, Ast, �BeamFlexuralStee'lAnalysis b d u c in in in -k psi psi y i,z lin in ink psi Bar used: bar size :=5 Number of bars required: num_bars_req :_ ` smax Abarbaz size'in2 Use (11) #5 bars ea way top and bottom ti F STEVEN SCHAEFER ASSOCIATES, INC. 10411 Medallion Dr., Suite 121 • Cincinnati, OH 45241 (513)542-3300 Fax (513)542-5540 Shear Check: Check for flexural shear (one-way). Client: State Permits Inc. *ct No.: 0411.12 By: JRC Date: 2/6/04 File: AZ-O-elev-O.mcd Sheet 5 Factored shear: V u_flexural u'B .[\L_ — critical_sectionl — dl V u—flexural = 51.4 ak Shear strength: �Vn :=0.85.2 •f c psi B •d �Vn = 171.58 ok Shear check: shear—check := if(V u_flexural> �Vn, "No good - shear too high", "OK" ) Check for punching shear Factored shear: V u_punching:=v' u.[B•L— (2•critical_section + d)2] V u—punching = 149.8-k Effective area: b o :=4•(2•critical_section+d) b o = 9.9 -ft Shear strength: 0Vn :=0.85.4 fc•psi b o•d OW = 322.7-k Shear check: shear_check := if(V u—punching> OVn, "No good = shear too high", "OK" ) Check Foundation for Maximum One-Wav Bendina: Bearing Pressure: Maximum moment: M max:=if(I MX I>1 MZ 1,1 MX I,l Mz 1) Eccentricity: ecc := M max FY + - wt fnd Check if this is within the kern: (Checking bearing pressure and reinforcement for single axis bending) M max = 985333 -in •lbf ecc = 3.1 -ft kern := L L kern = 1.8 -ft 6 kern_check :=if(kern> ecc, "Inside kern", "Outside kern" ) �l ern c`hec " sOutsiUrerni. STEVEN SCHAEFER ASSOCIATES, INC. 10411 Medallion Dr., Suite 121 • Cincinnati, OH 45241 (513)542-3300 Fax(513)542-5540 Foundation section modulus: Determine bearing pressure: bearing capacity check: 1 z S fnd:"- 'B.L brg_pressure:= Client: State Permits Inc. t�ct No.: 0411.12 By: JRC Date: 2/6/04 File: AZ-O-elev-O.mcd Sheet 6 S fnd = 192.9•ft3 FY + - wt fnd I M max + if kerncheck="Inside kern" B •L S fnd 2 Q FY+ -wt fnd I� 3-B .(L_ eccif kern_check="Outside kern" l 2 / WE 00 r� bearing_check := if(brg_pressure> p allow—brg> "No Good -Pressure to high", "OK" ) . anng��c• k �� � Concrete cover: cc :=3 -in Effective depth of section: d :=t fnd- 3.375•in ( Critical section for bending: critical—section := 10 in + 20 in — 10 in 1 2 2 2 /•2 critical—section = 7.5 -in critical section is located halfway between the face of the column and edge of the steel base plate Factored design pressure: w u :=1.7•brg_pressure W u = 1326.325 'psf 2 Factored moment: M u :=— .w 11,13 • � — critical—sectionl M u = 148.9 �ft•k Concrete compressive strength: f c := 3-•ksi Reinforcing bar strength: f y :=60•ksi Effective width of section: b :=B b = 10.5•ft The following "program" determines the area of steel required. 0018 2 Ast i= t fnd'L .Ast = 2 *in 2 Asmax :=i Ast> BeamFlexuralSteelAnalysis b, d, u, f c, f -y int, M f Ast, BeamFlexuralSteelAnalysis b d u cf — Finin in -k psi psi t 2 in in in -k psi p STEVEN SCHAEFER ASSOCIATES, INC. 10411 Medallion Dr., Suite 12.1 Cincinnati, OH 45241 . (513)542-3300 Fax(513)542-5540 Bar used: bar size:;_'5 Client: State Permits Inc. Oct No.: 0411.12 By: JRC Date: 2/6/04 File: AZ-0-elev-O.mcd Sheet 7 . Mu fc f BeamFlexuralSteelAnalysis b d _ Yl •int in in•k psi psi Number of bars required: num_bars_req :_ in 1,2 Abarbar size -in z Use (11') #5 bars. ea way top and bottom.. STEVEN SCHAEFER ASSOCI#S, INC. 10411 Medallion Dr., Suite 121 Cincinnati, OH 45241 (513)542-3300 Fax (513)542-5540 Structure Description: Fox News Antenna Foundations Design Codes: ACI318-99 for concrete design Client: State Permits Inc. Oct No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-0:mcd Sheet 1 10 General Information: Satellite Type: 4.5 Meter Earth Station Antenna Design Wind Speed: 125 MPH Antenna Elevation Angle: 0 degrees Azimuth: AZ = -60 degrees Design Loads: Uplift is in the (+)Y direction; MX is moment about respective axis, typ. FX:' -9.896-k- FY :=- L-847 k MX :=46463344f MY: 4883'8 mabf NIZ 869x208 m;lt%f: z FOUNDATION ORIENTATION Foundation, Dimensions: Foundation thickness: t', ='.1:5 ft- Foundation tFoundation width: B :=1.0.5!ft Foundation length:, L:- 10.5 •ft Weight of foundation: wt fnd '=1' conc't fnd'B'L wt fnd ='24.8 °k . Overturninq Check: Overturning will be checked in both the X -direction and Z -direction. Rotation about the Z-axis Resisting moment: MZ resist :=FY•B+- Wt fnd'B MZ resist - -139.9 -ftk Factor of safety against overturning: FS J MZ resist I F s1 9 OK Rotation about the X-axis Resisting moment: Mx resist '=FY'2 +- wt fnd'2 Mx resist = -139.9 -ft•k Factor of safety against overturning: FS :=I MX resist5�3?64° . OK MX 1,���11 STEVEN SCHAEFER ASSOCIA ES, INC. 10411 Medallion Dr., Suite 121 Cincinnati, OH 45241 (513)542-3300 Fax(513)542-5540 Bearing Pressure: allowable bearing pressure: pall'ow_brg`.-.1S.O:Oipsf eccentricity in the x -direction: e B MZ " FY I + wt fnd eccentricity in the'z-direction: e L _ MX FY I + wt fnd e eccentricity ratios: ratio _eB B B B eL ratio_e L := L constant "K" taken from chart: k."#4:4 see next sheet � maximum corner bearing pressure:p K. (I FY + wt fndmax_brg B •L Client: State Permits Inc. [Oct No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-O.mcd Sheet 2 Il e B = 32.6 -in e L = 17.4oin ratio_e B = 0.26 ratio_e L = 0.14 bearing capacity check: bearing_check := if(p max_brg�p allow _brg, "No Good - Pressure to high" , "OK" ) b'eazYck,OR STEVEN SCHAEFER ASSOCI ES, INC. 10411Medallion Dr., Suite 121 Cincinnati, OH 45241 (513)542-3300 Fax(513)542-5540 sr -:c. 6-9. Client: State Permits Inc. act No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-O.mcd Sheet 3 iZ pec ri-xtt�' wbtu.esof exyL:�'.[ung's'tu0inat::ecrcntrclly�te�c��"h•.ot tob��ng. 'Solid :curves .Qxe wwtutis: 04 K' Ma3)mvrr� .d+essur:e•y?h,aa� 12:x.D�t3L O='conceritep'.4) 4odd. on footing C:o:i 7tI Fmo.LO 2Ra:WRZ) C.Csc. I p 4 D=' T- _ .no 7..tt1.rFYW xR�2::R3 ea 1 4m _ �f1 A.{l+•R.+r R2�:: j R:= 'NIM F. aid =e fit+ —!� M =KOI&L cL z y from.tharf {d): Recea'nSutar fo:ming...d6u$s)a reccYt.tr eitjr. After' AREA. STEVEN SCHAEF.ER ASSOCIATES, INC. 10411 Medallion Dr., Suite 12• Cincinnati, OH 45241 (513)542-3300 Fax(513)542-5540 Client: State Permits Inc. •ject No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-O.mcd Sheet 4 The following "program" determines the area of steel required. 0018 Ast := t fnd'L' Ast = 2.041 -int 2 M f Asmax :=ii = i Ast> BeamFlexuralSteelAnalysis b d M u f c f y int, Ast, BeamFlexuralSteelAnalysis b d u c in in in•k psi psi . in in in -k psi Bar used: bar—size :=5 Number of bars required: num—bars—req := Asmax 2 Abarbar size -in Use (11) #5 bars ea way top and bottom 13 Reinforcement Design: The reinforcement will be conservatively designed assuming the maximum bearing pressure as a uniform pressure applied to the bottom of the footing. Concrete cover: c c :=3 -in Effective depth of section: d :=t fnd— 3.375•in d = 1.219 -ft Critical section for bending: critical_ section := 10 -in + I r2 -inl — 1 -inl 1L critical—section = 7.5 oin critical section is located halfway between the face of the column and edge of the steel base Factored design pressure: w u :=1.7 p max_brg plate W u = 1808.3 -psf 2 Factored moment: M u :=—w u •B • — critical section M u = 203.14t•k 12 Concrete compressive strength: fc :=3•ksi Reinforcing bar strength: fy:=60•ksi Effective width of section: -b:=B b = 10.5 -ft The following "program" determines the area of steel required. 0018 Ast := t fnd'L' Ast = 2.041 -int 2 M f Asmax :=ii = i Ast> BeamFlexuralSteelAnalysis b d M u f c f y int, Ast, BeamFlexuralSteelAnalysis b d u c in in in•k psi psi . in in in -k psi Bar used: bar—size :=5 Number of bars required: num—bars—req := Asmax 2 Abarbar size -in Use (11) #5 bars ea way top and bottom STEVEN SCHAEFER ASSOC S, INC. 10411 Medallion Dr., Suite 12 Cincinnati, OH 45241 (513)542-3300 Fax (513)542-5540 Shear Check: Check for flexural shear (one-way). Client: State Permits Inc. `ject No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-O.mcd Sheet 5 Factored shear: Vu_flexural '_ �' u'B L 12 — critical—section) — dl V u—flexural = 64.7 ok Shear strength: �Vn :=0.85.2•f c psi B •d �Vn = 171.58 -k Shear check: shear_check := if(V u_flexural> �Vn, "No'good - shear too high", "OK" ) Check for punching shear Factored shear: V u—punching:=w u'[B'L— (2•critical_section+d)2] V u_punching = 188.3-k Effective area: b o :=4•(2•critical_section+d) b o = 9.9 -ft Shear strength: �Vn :=485.4Ficpsi •b o •d �Vn = 322.7 -k Shear check: shear_check :=if(V u_punching> �Vn, "No good -shear too high", "OK" ) Check Foundation for Maximum One-Wav Bendina: Bearing Pressure: Maximum moment: M max :=if(I MX I>I MZ I,I MX I,I MZ I) Eccentricity: ecc := M max FY+ -wt fnd (Checking bearing pressure and reinforcement for single axis bending) M max = 869208-in•lbf ecc = 2.7 -ft Check if this is within the kern: kern := L kern = 1.8 -ft 6 kern_check := if(kern> ecc, "Inside kern", "Outside kern" ) Foundation section modulus: S fnd '= 1 •B •LZ S fnd = 192.9•ft3 6 J STEVEN SCHAEFER ASSOCI TES., INC. 10411 Medallion Dr., Suite 12 Cincinnati, OH 45241 (513)542-3300 Fax (513)542-5540 Determine bearing pressure: bearing capacity check: Client: State Permits Inc. •ject No..: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-0.mcd Sheet 6 1S FY+ -wt fnd I M max brg_pressure := + if kern check --"Inside kem" B •L S fnd 2•Q FY+-wtfrid ) if kem_check--"Outside kern" 3•13•(L-ecc� 2 cr�pres"6 3�sf bearing_check := if(brg-pressure> p allow_brg, "No Good - Pressure to high" , "OK" ) Concrete cover: cc :=3 -in Effective depth of section: d :=t fnd- 3.375•in Critical section for bending: critical section := 10•in+120-in _ 10 -in 1 2 2 2 ) 2 critical section - 7.5 *in critical section is located halfway between the face of the column and edge of the steel base plate Factored design pressure: w u :=1.7•brg_pressure W u = 1136.04 -psf 2 Factored moment: M u := 1 •w u•B (L - critical_section1 M u = 127.6 -ft k 2 2 Concrete compressive strength: fc :=3.•ksi Reinforcing bar strength: f y :=60•ksi Effective width of section: b :=B b = 10.5 -ft The following "program" determines the area of steel required. Ast := t fnd•L• •0018 Ast = 2 -int 2 M f f Asmax :=i Ast> BeamFlexuralSteelAnalysis b d M uu f c f y int, Ast, BeamFlexuralSteelAnalysis b d u c- in m in•k psi psi ,,2- �in in in -k psi p STEVEN SCHAEFER ASSOCII S, INC. 10411 Medallion Dr., Suite 12 Cincinnati, OH 45241 (513)542-3300 Fax (513)542-5540 Bar used: bar size := 5., Number of bars required: num-bars-req Client: State Permits Inc. eject`No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-O.mcd Sheet'? Mu fc f BeamFlexuralSteelAnalysis b d _y in t intin in k in ' psi psi t 2 Abarbar_size • in z Use 01) #5 bars ea way top and bottom STEVEN SCHAEFER ASSOCILTES, INC. 10411 Medallion Dr., Suite 12 Cincinnati, OH 45241 (513)542-3300 Fax(513)542-5540 Structure Description: Fox News Antenna Foundations Design Codes: ACI318-99 for concrete design Client: State Permits Inc. Oect No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-60.mcd Sheet 1 f - General Information: Satellite Type: 4.5 Meter Earth Station Antenna Design Wind Speed: 125 MPH Antenna Elevation Angle: +60 degrees Azimuth: AZ = -60 degrees Design Loads: Uplift is in the (+)Y direction; MX is moment about respective axis, typ. :FX 4.878 k FY 10 168` k- FZ =2 814k: MX :=16960T-in41f; my:=t itt Itaf MZ 292607 m 16'f Z FOUNDATION ORIENTATION Foundation Dimensions: Foundation thickness: t fnd 1S ft Foundation width: B:= -10.5 -ft Foundation length: Weight of foundation: wt fnd '=y conc't fnd'B'L• wt fnd - 24.8 -k Overturning Check: Overturning will be checked in both the X -direction and Z -direction. Rotation about the Z-axis Resisting moment: Mz resist :=FY.B +"wt fnd'B MZ resist - -183.6 oft•k Factor of safety against overturning: FS :=I Mz resist IFSg� OK Rotation about the X-axis I MZ Resisting moment: Mx resist '=FY'2 +-wt fnd'2 Mx resist - -183.6 oft Factor of safety against overturning:FS J Mx resist MR; x .9m91 OK MX�::s STEVEN SCHAEFER ASSOC S, INC. 10411 Medallion Dr., Suite 12 Cincinnati, OH 45241 (513)542-3300 Fax (513)542-5540 Bearing Pressure: allowable bearing pressure: p.allow_brg 1500*psf eccentricity in the x -direction: e B MZ FY I + wt fnd eccentricity in the z -direction: e LNIX Y I+ wt fnd eccentricity ratios: ratio_eB := e B B ratioeL _e L :_— L constant "K" taken from chart: :K- =1.65 see next sheet maximum K. `' FY+ wt fnd) corner bearing pressure:p max_brg B •L Client: State Permits Inc. •ject No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-60.mcd Sheet 2 e,B = 8.4 -in eL=4.8*in ratio_e B = 0.07 ratio_e L = 0.04 bearing capacity check: bearing check := if(p max _brg" p allow_brg, "No Good - Pressure to high", "OK" ) 9 El STEVEN SCHAEFER ASSOC ES, INC. 10411 Medallion Dr., Suite 12 Cincinnati, OH 45241 (513)542-3300 Fax (513)542-5540 S%c. 6-0. s g Client: State Permits Inc. Oject No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-60.mcd Sheet 3 K ice' . �✓ EC�CE1i'Y'3tT:C::LO:iDF rV. LNNY M 0.2' 0"5' OCC wd�u¢ti`of e.�/L='tangilutlincS;:ecten�ric11:y1tengm•,o! foo+ng. Solid curv".give.volves of K NSai5im�71Y.t :ixessur:e'Ari+ex® lCx:O%E3t Ci �`Cdi)zCr1EY01¢i7- [pOCI, 07�- Fq'011 rriQ Cost: i tJ p's —' � moa �-i � ti4(1�'RyRz►R` t... JL Amac . ; ' 4'a . £sef/L,• 6 Cn,e Tv — ,.. z pm f, Om.chor! (ri) RecCan ctlsr B<aatinE;..double:<eccii.Cr iiy. Aft' AR' A. STEVEN SCHAEFER ASSOC I TES, INC. 10411 Medallion Dr., Suite 12� Cincinnati, OH 45241 (513)542-3300 Fax (513)542-5540 Client: State Permits Inc. eject No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-60.mcd Sheet 4 J Reinforcement Design: The reinforcement will be conservatively designed assuming the maximum bearing pressure as a uniform pressure applied to the bottom of the footing. Concrete cover: c c :=3•in Effective depth of section: d :=t fnd– 3375 -in d = 1.2190ft Critical section for bending: critical_ section := 10 -in + [� 20•in) -10•in. 2 4 4 critical -section = 7.5 ain critical section is located halfway between the face of the column and edge of the steel base plate Factored design pressure: w u :=1.7 p max_brg W u 889.8 opsf 2 Factored moment: M u := 2 •w u •B • (—L – critical–sectionl M.0 = 99.9 oft•k Concrete compressive strength: f c :=3 •ksi Reinforcing bar strength: f y :=60•ksi Effective width of section: b :=B b= 10.5•ft The following 'program" determines the area of steel required. Ast := t fnd.L' 0018 Ast = 2.041 °int 2 M f Asmax :=i Ast> BeamFlexuralSteelAnalysis b d M u f—c f y •int, Ast, BeamFlexuralSteelAnalysis b d u c �in in in -k psi' psi i 2 in in in -k psi Bar used: Liar size :=5 Number of bars required: num_bars_req := Asmax Abarbar size'in2 n mkbaz�< }: 1r�q'6 6 Use (11) #5 bars ea way top and bottom STEVEN SCHAEFER ASSOCIgTES, INC. 10411 Medallion Dr., Suite 12 Cincinnati, OH 45241 (513)542-3300 Fax (513)542-5540 Shear Check: Check for flexural shear (one-way). Client: State Permits Inc. llect No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-60.mcd Sheet 5 Factored shear: v u—flexural '= w u'BL 12 — critical_sectionl,— dl V u—flexural = 31.8 ok Shear strength: �Vn :=0.85.2 f c•psi •B A �Vn = 171.58 -k Shear check: shear—check := if(V u—flexural>4Vn1 "No good- shear too high", "OK" ) Check for punching shear Factored shear: V u_punching =w u'[B'L— (2•critical_section+d)2] V u_punching = 92.7 °k Effective area: b o :=4•(2•critical_sectiori+d) b o = 9.9 -ft Shear strength: Wn :=0.85.4• fc•psi•b o•d OVn = 322.7-k Shear check:. shear check := if (V u—punching> OVn, "No good - shear too high", "OK" ) shear k 03 W� Check Foundation for Maximum One-Wav Bendina: Bearing Pressure: Maximum moment: M max :=if(1 MX 1>1 MZ 1,1 MX 1,1 MZ h Eccentricity: ecc M max FY+- wt fnd (Checking bearing pressure and reinforcement for single axis bending) M max = 292607 -in •1bf ecc = 0.7 -ft Check if this is within the kern: kern := L kern = 1.8 -ft 6 kern—check := if(kern> ecc, "Inside kern", "Outside kern" ) kern chk�' �, Insrde�kecn':b r Foundation section modulus: S fnd '= 1 'B'LZ S fnd = 192.9•ft3 6 STEVEN SCHAEFER ASSOC I TES, INC. 10411 Medallion Dr., Suite 12� Cincinnati, OH 45241 (513)542-3300 Fax(513)542-5540 .Determine bearing pressure: bearing capacity check: brg_pressure := Client: State Permits Inc. •ject No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-60.mcd Sheet 6 FY+ -wt fnd IM max + if kern—check— "Inside kern" B -L S fnd 2•Q FY+-wtfnd 1) if kern_check--"Outside kern" 3•B. .— ecc, 2 / 2Z bearing—check := if(brg—pressure> p allow_brg, "No Good - Pressure to high", "OK" ) 11 nchxa MR -M "'+fes , eck0. Concrete cover: c c := 3 -in Effective depth of section: d :=t,fnd— j.375 -in Critical section for bending: critical section := 10 -in + 20 -in — 10•in 1 . 2 ( 2 2 ) 2 critical—section = 7.5 *in critical section is located halfway between the face of the column and edge of the steel base plate Factored design pressure: w u :=1.7•brg_pressure W u = 754.136 -psf 2 Factored moment: M U:=— .w u•B•(2 — critical—section) M u = 84.7 -ft•k Concrete compressive strength: f c := 3 •ksi Reinforcing bar strength: f y :=60•ksi Effective width of section: b :=B b = 10.5 -ft The following "program" determines the area of steel required. Ast := t fnd•L. .0018 Ast = 2 °int 2 c M f f Asmax :=i Ast> BeamFlexuralSteelAnalysis b d M uu f c f y -i.2As Ast, BeamFlexuralSteelAnalysis b d u c.— m in in•k' psi psi 1,2 in in in -k psi p STEVEN SCHAEFER ASSOCI ES, INC. 10411 Medallion Dr., Suite 12 Cincinnati, OH 45241 (513)542-3300 Fax(513)542-5540 Bar used: bar .size -:=5 Number of bars required: num_bars_req Client: State Permits Inc. ,ject No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-60.mcd Sheet 7 M f f BeamFlexuralSteelAnalysis b d u c Y. inz in in in -k psi psi 1,2 Abarbaz_size-in 2 Use 01) #5 bars ea way top and bottom STEVEN SCHAEFER ASSOCIATES, INC. 10411 Medallion Dr., Suite 1210, Cincinnati; OH 45241 (513)542-3300 Fax (513)542-5540 Structure Description: Fox News Antenna Foundations Client: State Permits Inc. •ject No.: 0411.12 By: JRC Date: 2/6/04 File: AZ-60-elev-90.mcd Sheet 1 Design Codes: ACI318-99 for concrete design General Information: Satellite Type: . 4.5 Meter Earth Station Antenna Design Wind Speed: 125 MPH Antenna Elevation Angle: 90 degrees Azimuth: AZ = +60 degrees Design.Loads: Uplift is in the (+)Y direction; MX is moment about respective axis, typ. FX:= -.960-k FI': -.941:.k FZ,::=-;1;6'S4k NVC:=-272957•in4bf MY:=-226•in4bf MZ:=.15'4.809: m.•alif Z FOUNDATION ORIENTATION Foundation Dimensions: Foundation thickness: t:fnd Foundation width: B 10i5:ft Foundation length: L:=.10.5 -ft Weight of foundation: wt fnd '=y conc't fnd'B'L wt fnd - 24.8 ok Overturning Check: Overturning will be checked in both the X -direction and Z -direction. Rotation about the Z-axis Resisting moment: Mz resist '= FY• B —+-wt fnd'B Mz resist - -135.2 �ft•k Factor of safety against overturning: FS J Mz resist I � `.�,Hy.„_ I rFSl'0=5a�� Rotation about -the X-axis MZ OK Resisting moment: Mx resist '=FY' 2 +- wt fnd' 2 Mx resist - -135.2 oft•k -,-. Factor of safety against overturning: FS := Mx resist I = 5:' 43 0K I MX �� >R_ STEVEN SCHAEFER ASSOC#ES, INC. 10411 Medallion Dr., Suite 12 Cincinnati, OH 45241 (513)542-3300 Fax(513)542-5540 Bearing Pressure: allowable bearing pressure: p-. allow_lirg " A500 psf. eccentricity in the x -direction: e B MZ I F'' I+ wt fnd eccentricity in the z -direction: e L MX FYI + wt fnd e eccentricity ratios: ratioB _e B :_ B B e ratio_e L :_— L constant "K" taken from chart: K:::=13 see next sheet maximum cornerK• l FYI + wt fnd)bearing pressure:p max_brg B •L Client: State Permits Inc. leect No.: 0411.12 By: JRC Date: 2/6/04 File: AZ-60-elev-90.mcd Sheet 2 3. e$ = 6 -in e L = 10.6oin ratio_e B = 0.05 ratio_e L = 0.08 bearing capacity check: bearing_check := if(p max_brg�p allow_brg, "No Good -Pressure to high", "OK" ) STEVEN SCHAEFER ASSOC' AT S, INC. Client: State Permits Inc. 10411 Medallion Dr., Suite 1 Oject No.: 0411.12 By: JRC Date: 2/6/04 Cincinnati, OH 45241 File: AZ-60-elev-90.mcd (513)542-3300 Fax(513)542-5540 Sheet 3 04 I' J- K food,. am tooling .0 T-7 w: A A -t. ec 'Co Tv Gose" ti: -t 7 H ­KPISL 4H . X oind Y from -thorl L 17:7 --L. L AA(ir A-I.Z-EA. STEVEN SCHAEFER ASSOC TES, INC. Client:. State Permits Inc. 10411 Medallion Dr., Suite 1Oject No.: 0411.12 By: JRC Date: 2/6/04 Cincinnati, OH 45241 File: AZ-60-elev-90.mcd (513)542-3300 Fax(513)542-5540 Sheet Reinforcement Design: The reinforcement will be conservatively designed assuming the maximum bearing pressure as a uniform pressure applied to the bottom of the footing. Concrete cover: cc :=3 -in Effective depth of section: d :=t fnd— 3.375. in d = 1.219 -ft Critical section for bending: critical section := 10 in + r 12 �inl — 1inl IL 1 /I J critical—section = 7.5 *in critical section is located halfway between the face of the column and edge of the steel base Factored design pressure: w u :=1.7 p max—brg plate W u = 674.9 -psf 2 Factored moment: M u :_ I •w u•B I2 — critical—sectionl M u = 75.8 oft•k Concrete compressive strength: f c :=3 •ksi Reinforcing bar strength: f y :=60•ksi Effective width of section: b :=B b = 10.5•ft The following "program" determines the area of steel required. Ast := t fnd'L• •0018 Ast = 2.041 oin2 2 M f Asmax :=i Ast>BeamFlexuralSteelAnalysis b d M u f c f y •int, Ast, BearnFlexuralSteelAnalysis b d u c in in ink psi psi 2 �in in in -k psi Bar used: bar size :='S Number of bars required: num— bars—req := Asmax z Abarbar_size. in - NUMbars� re = 6 Use (11) #5 bars ea way top and bottom STEVEN SCHAEFER ASSOC ES; INC. 10411 Medallion Dr., Suite 1 Cincinnati, OH 45241 (513)542-3300 Fax (513)542-5540 Shear Check: Check for flexural shear (one-way). Client: State Permits Inc. Oject No.: 0411.12 By: JRC Date: 2/6/04 File: AZ-60-elev-90.mcd Sheet 5 Factored shear: V u—flexural u'B I �2 — critical—sectionl — dl V u_flexural = 24.1 ok Shear strength: �Vn:=0.85.2 fc•psi•BA QVn= 171.58-k Shear check: shear—check := if (V u_flexural> �Vn, "No good - shear too high" , " OK" ) Check for punching shear Factored shear: V u_punching •=W uIB•L— (2•critical_section+d)2] Vu = 70.3 -k Effective area: b O :=4•(2•critical_section+d) b o = 9.9 -ft Shear strength: Wn :=0.85.4•j.f c-psi.b o d �Vn = 322.7-k Shear check: shear_check := if(V u_punching> �Vn, "No good - shear too high", "OK" ) kiear c�hecl��'OK'^ Check Foundation for Maximum One-Wav Bendina: Bearing Pressure. Maximum moment: M max :=ifd MX 1>1 MZ 1J MX 1,1 MZ b Eccentricity: ecc ;= M max FY+- wt fnd (Checking bearing pressure and reinforcement for single axis bending) M max = 272957-in•lbf ecc = 0.9 -ft Check if this is within the kern: kern := L kern = 1.8 -ft 6 kern_check := if(kern> ecc, "Inside kern", "Outside kern" ) kern checks Irisidelce'rn Foundation section modulus: S fnd := 1 •B •LZ S fnd = 192.9•ft3 6 STEVEN SCHAEFER ASSOC ES, INC. 10411 Medallion Dr., Suite 1 Cincinnati, OH 45241 (513)542-3300 Fax(513)542-5540 Client: State Permits Inc. Oject No.: 0411.12 By: JRC Date: 2/6/04 File: AZ-60-elev-90.mcd Sheet 6 Zc IDetermine bearing pressure: brg_pressure :_ FY+ -wt fnd + M maxif kern -check= "Inside kern" B •L S fnd 2•Q FY+-wtfndl� if kern -check="Outside kern" 3-13 .(L_ ecc� 2 pze ure�35 v°�ft bearing capacity check: bearing check := if(brg-pressure> p allow_brg, "No Good - Pressure to high" , "OK" ) b�Aanc OK Concrete cover: c c :=3 -in Effective depth of section: d :=t fnd- 3.375 -in Critical section for bending: critical -sectio n := 10•in+ 20 -in _ 10 -in 1 2 2 2 ) 2 critical_section - 7.5 �n critical section is located halfway between the face of the column and edge of the steel base plate Factored design pressure: w u :=1.7•brg_pressure W u = 597.432 -psf 2 Factored moment: M u := 2 •w u•B • �L - critical-sectionl M u = 67.1 -ft•k Concrete compressive strength: fc :=3•ksi Reinforcing bar strength: f y :=60•ksi Effective width of section: b :=B b = 10.5 -ft The following "program" determines the area of steel required. 0018 Ast := t fnd'L'' 2 Ast = 2 oin2 M f f Asmax := i Ast> BeamFlexuralSteelAnalysis b d MU'' f c f y int, Ast, BeamFlexuralSteelAnalysis b d u c- in in in -k psi psi 1,2 m in in -k psi p STEVEN SCHAEFER ASSOCIATES, INC. Client: State Permits Inc. 10411 Medallion Dr., Suite 12� 10ject No.: 0411.12 By: JRC Date: 2/6/04 Cincinnati, OH 45241 File: AZ-60-elev-90.mcd (513)542-3300 Fax (513)542-5540 Sheet 7 30 Bar used: liar size -'f= 5 b a M f f BeamFlexuralSteelAnalysis u c Y in Number of bars required: num_bars_req :_ in in in•k psi psi t2 Abarbaz size -in, Use (11) #5 bars ea way top and bottom STEVEN SCHAEFER ASSOCIATES, INC. 10411 Medallion Dr., Suite 1 Cincinnati, OH 45241 (513)542-3300 Fax(513)542-5540 Structure Description: Fox News Antenna Foundations Design- Codes: ACI318-99 for concrete design Client: State Permits Inc. . Oject No.: 0411.12 By: JRC Date: 2/6/04 File. AZ--60-elev-30.mcd Sheet 1 31 General Information: Satellite Type: 4.5 Meter Earth Station Antenna Design Wind Speed: 125 MPH Antenna Elevation Angle: 30 degrees Azimuth: AZ = -60 degrees Design Loads: Uplift is in the (+)Y direction; MX is moment about respective axis, typ. FX:=7.291.-k FY:== x653* -k FZ:.=4.97.9'1 MX :=-35358'8 in.-lbf. MY`f =7.6876-injbf MZ :.==-585703 iii` lbf: Z FOUNDATION ORIENTATION Foundation Dimensions: Foundation thickness: Foundation width: tfud.:=:1.5:ft B.:=1OS ft Foundation length: L :=.10.5. -ft Weight of foundation: wt fnd:=y conc't fnd'B'L wt fnd - 24.8 ok Overturning Check: Overturning will be checked in both the X -direction and Z -direction. Rotation about the Z-axis Resisting moment: MZ resist =FY'B +-wt fnd'B MZ resist - -165.2 aft•k MZ resist I-. Factor of safety against overturning: FS := I ML I ONES,:4, OK bt Rotation about the X-axis Resisting moment: Mx resist '=FY'2 +-wt fnd' 2 Mx resist - -165.2 oft•k Mx Factor of safety against overturning: FS ;=I resist 1ZE 05 OK MX H STEVEN SCHAEFER ASSOC ES, INC. 10411 Medallion Dr., Suite 1 Cincinnati, OH 45241 (513)542-3300 Fax (513)542-5540 Client: State Permits Inc. Oject No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-30.mcd Sheet 2 3Z Bearing Pressure: allowable bearing pressure:p`aIlow_lrg"%`PS.00psEK eccentricity in the x -direction: e B MZ FYlt'wtfnd eccentricity in the z -direction: e L NIX FY I + wt fnd eB eccentricity ratios: ratio _eB :=— B ratioe eL _ L — L constant "K" taken from chart: KK=:2:25 see next sheet K•l FY + wtfnd) maximum corner bearing pressure:p inax_brg B •L eB = 18.6oin e L = 11.2oin ratio_e B = 0.15 ratio_e L = 0.09 bearing capacity check: bearing_check :=if(p max_brg" p allow_brg, "No Good -Pressure to high", "OK" ) �ear'�in thec"k " INV, STEVEN SCHAEFER ASSOC ES, INC. 10411 Medallion Dr., Suite 126 Cincinnati, OH 45241 (513)542-3300 Fax(513)542-5540 SAC. 6-9. Client: State Permits Inc. eject No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-30.mcd Sheet 3 3' LMo. 0�-A IV 4H (!d)..TLect4ngplar f6oting;.'dou . A.Acr'- AREA STEVEN SCHAEFER ASSOC ES, INC! 10411 Medallion Dr., Suite 12 Cincinnati, OH 45241 (513)542-3300 Fax(513)542-5540 Client: State Permits Inc. Oject No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-30.mcd Sheet 4 ?V Reinforcement Design: ' The reinforcement will be conservatively designed assuming the maximum bearing pressure as a.uniform pressure applied to the bottom of the footing. Concrete cover: c c :=3 -in Effective depth of section: d :=t fnd— 3.315•in d = 1.219 -ft Critical section for bending: critical_ section ;= 10 in + r 1'2 -in� _ 1l-inl critical—Section = 7.5 *in L critical section is located halfway between the face of the column and edge of the steel base Factored. design pressure: w u :=1.7•p max_brg plate W u.= 1091.4 apsf Factored moment: M u := 2 •w u•B•�L — critical—section� M u = 122.6�ft•k Concrete compressive strength: f c := 3 •ksi , Reinforcing bar strength: f y := 60•ksi Effective width of section: b :=B b = 10.5•ft The following "program" determines the area of steel required. Ast := t fnd'1-• •0018 Ast = 2.041 °int .2 M f Asmax :=i Ast> BeamFlexuralSteelAnalysis b d M u' f c f y int, Ast, BeamFlexuralSteelAnalysis b d u c in in in•k psi' psi t 2 min inI psi Bar used: bar -size.' -5 Number of bars required: num-bars-req := Asmax Abarbarsize'in2 lnUrdu REI eq,l•-' bR6 Use (11) #5 bars ea way top and bottom STEVEN SCHAEFER ASSOES, INC. 10411 Medallion Dr., Suite 1 Cincinnati, OH 45241 (513)542-3300 Fax(513)542-5540 Shear Check: Check for flexural shear (one-way). Client: State Permits Inc. Oject No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-30.mcd Sheet 5 Factored shear: V u_flexural '=w u'BL \2 — critical—sectionl — dl V u_flexural = 39 ok Shear strength: �Vn :=0.85.2 Ffc •psi •B •d �Vn = 171.58 -k Shear check: shear_check :=if(V u_flexural> �Vn, "No good -shear too high" , "OK") . Check for punching shear Factored shear: V u—punching '= W u'[B'L— (2•critical_section+ d)2] V u_punching = 113.7-k Effective area: b o :=4•(2•critical_section+d) b o = 9..9 -ft Shear strength: Wn :=0.85.4f c•psi •b o d t Yn = 322.7--k Shear check: shear—check := if (V u_punching> �Vn, "No good - shear too high" , "OK" ) s • bac d elc�'i�RO � �`�� Check Foundation for Maximum One-Wav Bendina: Bearing Pressure: Maximum moment: M max :=if(I MX 1>1 MZ I,l MX 1.1 Mz 1) Eccentricity: ecc := M max F'+- wt fnd ss (Checking bearing pressure and reinforcement for single axis bending) M max = 585703-in•lbf ecc = 1.6 -ft Check if this is within the kern: kernL kern = 1.8 -ft 6 kern_check := if(kern> ecc, "Inside kern", "Outside kern" ) ernclieckanside kern; Foundation section modulus: S fnd '= 1 'B'LZ S fnd = 192.9•0 6 STEVEN SCHAEFER ASSOCIATES, INC. 10411 Medallion Dr., Suite 12� Cincinnati, OH 45241 (513)542-3300 Fax (513)542-5540 Client: State Permits Inc. �ect No.: 0411.12 By: JRC Date: 2/6/04 File: AZ--60-elev-30.mcd Sheet 6 3.6 Determine bearing pressure: brg_pressure :_ FY + - wt fnd I M max + if kern—check="Inside kern" B •L S fnd . 2-Q FY i- - wt fnd I� if kern _check --"Outside kern" 3•B (L — eccl 2 l bearing capacity check: bearing_check := if (brg_pressure> p allow_brg, "No Good -Pressure to high", "OK" ) Concrete cover: cc :=3 -in Effective depth of section: d;=t fnd- 3.375•in Critical section for bending:critical-section := 10 in 20 in - 10 in 1 2 +( 2 2,2 critical section is located halfway between the critical section = 7.S -in critical of the column and edge of the.steel base plate Factored design pressure: w u :=1.7•brg_premre W u = 915.145 -psf . .2 Factored moment: M u := 1 •w u •B • (L — critical—sectionl M u 102.8 oft•k 2 2 / Concrete compressive strength: fc :=3•kgi 'Reinforcing bar strength: f y :=60•ksi Effective width of section: b :=B b = 10.5 -ft The following "program" determines the area of steel required. Ast := t fnd•L• •0018 2 Ast = 2 *int Asmax := iAst> BeamFlexuralSteelAnalysisb, d, Mu , f c, f y int, Ast, �BeamflexuralSteelAnalysis b, d, Mu f c f Fin in•k psi psi 1 z in in. ink psi p STEVEN SCHAEFER ASSOCI TES, INC. Client: State Permits Inc. 10411 Medallion Dr., Suite 12�ject No.: 0411.12 By: JRC Date: 2/6/04 Cincinnati, OH 45241 File: AZ--60-elev-30.mcd (513)542-3300 Fax (513)542-5540 Sheet 7 Bar used: bar_sim:=5: BeamFlexuralSteelAnalysis M f f b d u c Y •inz Number of bars required: num_bars_req :_ in in in -k psi psi 1,2 Abarbar_size•in z e 1�az Use (11) #5 bars ea way top and bottom Installation Instructions Bulletin 37846C Revision evision J Specifications for 4.544.6-Meter Earth Station Antennas e, 1.0 INTRODUCTION 1.1 This document specifies typical foundation character- istics, designs, requirements and dimensional specifica- tions for the Andrew 4.5 -/4.6 -Meter Earth Station Antennas. 2.0 FOUNDATION LOADING CHARACTERISTICS . . 2.1 Foundation loads are applied to the foundation pad as shown in Figure 1. Positive applied forces are in the direction of the X, Y, and Z coordinate axes. 2.2 Varying load conditions are dependent upon icing, incident angle of the wind and elevation/azimuth angles of the antenna. Foundation loading for various icing, ele- vation/azimuth and wind conditions are listed in Table 1. Foundation loading moment for various elevation/azimuth versus wind conditions are listed in Table 2. Foundation Orientation Y X Foundation Pad Z Figure 1 ARDRE W, Andrew Corporation Telephone: 708/349-3300 Customer Service, 24 hours: U.S.A. • Canada • Mexico: 1-800/255-1479 10500 West 153rd Street FAX (U.S.A.): 1-800./349-5444 U.K.: 0800 250055 • Republic of Ireland: 1 800 535358 Printed in U.S.A. WO! Orland Park, IL U.S.A. 60462 Other Europe: +44 1592 782612 CODy'igh! 1:999 by Andrew Corwation c rd r 31 EL = 0° FOUNDATION LOADING FORCES (lbs) Wind Speed Angle (mph) (a) x AZ = 0° Y z x AZ = +60° Y z X. AZ = -60° Y z AZ = 90° x Y z 125 15° 354 -1841 11220 -9543 -1833 5918 9896 -1847 5305 -1.1220 -1841 354 125 -15° -354 -1841 11220 -9896 -1833 5305 9543 -1847 5918 -11220 -1841 -354 125 30° 530 -1841 11210 -9444 -1833 6065 9975 -1847 5147 -11210 -1841 530 125 -30° -530 -1841 11210 -9975 -1833 5147 9444 -1847 6065 -11210 -1841 -530 125 45° 420 -1841 10870 -9203 -1833 5799 9624 -1847 5071 -10870 -1841 420 125 -45° -420 -1841 10870 -9624 -1833 5071 9203 -1847 5799 -10870 -1841 -420 125 607 -707 -1841 10030 -0039 -1833 4402 8332 -1847 5627 -10030 -1841 -707 125 -60° 707 -1841. 10030 -8332 -1833 5627 9039 -1847 4402 -10030 -1841 707 125 120° -2426 -1841 -2634 1069 -1833 -3418 -3494 -1847 783 2634 -1841 -2426 125 -120° 2426 -1841 -2634 3494 -1833 784 -1068 -1847 -3418 2634 -1841 2426 .125 135° -2281 -1841 '4263 2552 -1833 -4106 -4832 -1847 -156 4263 -1841 -2281 125 -135° 2281 -1841 -4263 4832 -1833 -156 -2551 -1847 -4106 4263 -1841 2281 125 1'50° -1646 -1841 -5590 4018 -1833 -4220 -5664 -1847 -1369 5590 -1841 -1646 125 -150° 1646 -1841 -5590 5664 -1833 -1369 -4018 - -1847 -4220 5590 -1841 1646 EL 30" FOUNDATION LOADING FORCES (Ibs) Wind AZ = 0° AZ = 0° AZ = +60° AZ = +60° AZ = -60° AZ = -60° AZ = 90° AZ = 90°, � Speed Angle (mph) (a) x Y z (mph) (a) x y z x y z x Y z x y z 125 60° -667 -6646 8804 -7957 -6638 3824 7291 -6653 4979 -8804 -6646 -667 125 -60° 667 -6647 8803 -7291 -6639 4979 7957 -6653 3824 -8803 -6647 667- 125 135° -1862 -845 -4350 2836 -837 -3788 -4698 -851 -562 4350 -845 -1862 125 -135° 1862 -845 -4350 4698 -837 -562 -2836 -821 -3788 4350 -845 1862 LL = W FOUNDATION LOADING FORCES (lbs) Wind AZ = 0° AZ = 0° AZ = +60° AZ = +60° AZ = -60° AZ = -60° AZ = 90° Speed 'Angle Speed Angle (mph) (a) x Y z x y z x y z x Y z 125 ±60 0 -10162 5627 -4873 -10154 2814 4873 -10168 2814 -5627 -10162 0 125 120° -69 -762 -3417 2925 -753 -1768 -2993 -767 -1649 3417 -762 -69 125 -120° 69 -761 -3417 2993 -753 -1649 -2925 -767 -1768 .3417 -761 69 eL = au- FOUNDATION LOADING FORCES fibs) Wind AZ = 0° AZ = +60° AZ = -60° AZ = 90° Speed Angle (mph) (a) x Y z x y z x Y z x y z 125 90° Side Wind -1921 -949 0 -960 -941 -1664 -961 -956 1664 0 -949 1921 Frontal Wind 0 -949 -1921 -1664 -941 961 1664 -956 961 -1921 -949 0 125 -90° Side Wind 1921 -949 0 961 -941 1664 960 -956 -1664 0 -949 -1921 Frontal Wind 0 -949 1921 -1664 -941 961 1664 -956 961 1921 -949 0 Table 1 3.0 ANCHOR BOLT REQUIREMENTS 3.1 Typical anchor bolt installation configurations and dimensions are shown in Figure 2. 3.2 Andrew type 203666 Anchor Bolt Kit includes anchor bolts, alignment plates and required mounting hardware as shown. 2 4.0 FOUNDATION DESIGNS 4.1 The selected foundation for a particular site is depen- dent upon local conditions. Soil borings and foundation analysis should be performed by a qualified civil engi- neer. 0 EL = 0° FOUNDATION LOADING MOMENT (in -lbs) Speed n Angle (mph) (a) AZ = 0° i x y z AZ = +60° x y z AZ = -60° x y z AZ = 90° x y z 125 15° i 985333 ;i -48824 -32031 521078 -48829 837559 464633 -48838 -869208 32031 -48824 985333 125 -15° i 985333 48824 33451 464299 48838 870256 521412 48829 -836512 -33451 48824 985333 125 30° 984407 -70569 -48407 534694 -70573 828390 449.998 -70560 -876526 48407 -70569 984407 125 -30° j 984406 70569 49834 449665 70560 877573 535028 70573 -827342 -49834 70569 984406 125 45° ' 952914 -94738 -38209 510056 -94753 806067 442959 -94748 -844014 38209 -94738 952914 125 -45° 952914 94738 39635 442625 94748 845062 5i0390 94748 -805019 -39635 94738 952914 125 60°. 875109 -89366 66207 380659 -89357 790876 494458 -89367 -724343. -66207 -89366 875109 125 -60° 875109 89366 -64784 494125 89367 725391 380993 89357 -789829 64784 89366 875109 125 120° -297894 232651 225420 -343669 232629 -145377 45783 232608 371040 -225420 232651 -297894 125 -120° -297894 -232651 -223996 45542 -232649 -369993 -343335 -232653 146332 223996 -232651 -297894 125 135° -448780 235374 211990 -407395 235320 -282740 -41220 235357 .494973 -211990 235374 -448780 125 -135° -448780 -235374 -210566 41554 -235357 -493925 -407061 -235344 283695 210566 -235374 -448780 125 150° -571693 192460 153173 -417945 192441 -418528 -153546 192480 572037 -153173 192460 -571693 125 -150° -571694 -192460 -151749 153880 -192480 -570989 -417620 -192441 419576 151749 -192460 -571694 «=.Jv . FOUNDATION LOADING MOMENT (in -lbs) Wind AZ = 0° z AZ = +60° z AZ = -60°. z AZ = 90° �. Speed Angle 2273 -240 317030 -272957 -226 154809 275358 -226 (mph) (a� x Y z (mph) (a) x y z x y z x y z x Y z 125 60° 684612 -76965 13558 330988 -76958 599555 -353588 -76876 -585703 -13558 -76965 684612 125 -60° 684464 76865 -12134 353254 76976 586750 331304 76858 -598477 12134 .76865 684464 125 135° -540579 155381 250334 -487154 155399 -342996 -53892 155381 593665 -250334 155381 -540579 125 -135° -540593 -155381 248909 -54184 -155394 -592618 485782 -155399 343134 -248909 -155381 -540593 cL_ = ou FOUNDATION LOADING MOMENT (in -lbs) Wind Az = 0° z AZ = +60° z AZ = -60° z AZ = 90° z Speed An le 2273 -240 317030 -272957 -226 154809 275358 -226 (mph) (a� x Y z x y z x y z x y z 125 160° 338700 0 712 169274 -8 293654 169607 8 -292607 -712 0 338721 125 120° -500059 2889 11291 -259808 .2889 -427418 -240624 2882 438930 -11291 2889 -500059 125 -120° -499985 -2889 -9872 -240958 -2883 -437882 -258936 -2886 428429 9872 -2889 499985 LL = yo- FOUNDATION LOADING MOMENT (in-lbsl Speed A Wind S Q m h (nolle AZ = 0° x y z AZ = +60° x Y z AZ = -60° x y., z AZ = 90° x y z 125 90° Sam Wind 2273 -240 317030 -272957 -226 154809 275358 -226 ' 156939 317030 -240 -2273 Frac-.,al Wind 318653 0 770 159217 -9 281972 159598 9. -275292 770 0 .-318653 125 -90° Sia` Wind 2304 240 -315610 275024 226 -150267 -272623 226 -159393 -315610 240 -2304 From ml Wind 318653 0 712 159217 -9 281964 159598 9 -275292 712 0 -318653 Table 2 4.2 A typical sizab type foundation is shown in Figure 2. A desired orbital arc coverage from a particular site loca- copy of this design on a D -size (22" x 33") sheet is avail- tion. The required azimuth.and elevation angles of the able from Andrew on request. Refer to drawing number antenna, relative to the mount must be determined to 240001. establish the appropriate foundation orientation. A specif- ic foundation orientation requirement may be requested 5.0 FOUNDATADN ORIENTATION with the antenna as part of the installation package. 5.1 Proper fourridation orientation is required to obtain the N 3 TO: Agricultural Commission FROM: Stephen Betts, Butte County Planning Division SUBJECT: Request for Comments on a Development/Land Use Application APPLICANT: Fox KCVU, Minor Use Permit - MUP 04N:07 BUTTE APN: 056=070-079 COUNTY DATE OF IDR*: 5/5/2004 *Inter -Departmental Review Committee JUN 0 3 2004 IDR RESPONSE REGARDING nESERvICESNT COMPLETENESS OF APPLICATION DUE BY: May 3, 2004 AGENCY/DEPARTMENT CONDITIONS/MITIGATION MEASURES DUE BY: May 20, 2004 The Planning Division has received a project application as described below. This application is being provided to you for review. This is your opportunity to make comments regarding the completeness of this application, to be determined at the Inter -Departmental Review (IDR) Committee meeting on 5/5/2004, and/or to recommend conditions and/or mitigation measures relevant to your agency's/department's area of expertise and jurisdiction. PROJECT DESCRIPTION: Minor Use Permit to allow a 4.5 -meter (14.7 -foot) diameter satellite dish. The proposed dish would be mounted on the ground and would be a receive only antenna PROJECT LOCATION: on the west side of Cohasset Road, approximately 1.3 miles north of Mud Creek Road, at 11045 Cohasset Road, Cohasset COUNTY SUPERVISOR DISTRICT NO.: 3 r- ZONING: TM75 (Timber Mountain, 5 -acre parcels) GENERAL PLAN: AR (Agricultural Residential) If a response cannot be submitted prior to the due dates listed above, please call Stephen Betts at (530) 538-7153 or send him an e-mail at sbetts@buttecounty.net. You do not have to respond to this request if you have no comments to include. Thank you for your attention to this matter. A hearing on this application has been tentatively scheduled for August 12, 2004, before the Planning Commission. IDR COMMITTEE. -.APPLICATION COMPLETE: No (Please send response to sbetts@buttecounty.net by May 3, 2004.) Yes (Conditions/mitigation measures due by May 20, 2004) N p - L S3 Vz# K:\Planning\Projects\CommentRequestForm.dot a (P �* zl o �l )-P Butte County Department of Development Ser ' es PLANNING DIVISION 7 County Center Drive �J,��Ecouipy Oroville, CA 95965 (530) 538-7601 Telephone 538-7785 Facsimile 'C (530) April 21, 2004 TO: Agricultural Commission FROM: Stephen Betts, Butte County Planning Division SUBJECT: Request for Comments on a Development/Land Use Application APPLICANT: Fox KCVU, Minor Use Permit - MUP 04N:07 BUTTE APN: 056=070-079 COUNTY DATE OF IDR*: 5/5/2004 *Inter -Departmental Review Committee JUN 0 3 2004 IDR RESPONSE REGARDING nESERvICESNT COMPLETENESS OF APPLICATION DUE BY: May 3, 2004 AGENCY/DEPARTMENT CONDITIONS/MITIGATION MEASURES DUE BY: May 20, 2004 The Planning Division has received a project application as described below. This application is being provided to you for review. This is your opportunity to make comments regarding the completeness of this application, to be determined at the Inter -Departmental Review (IDR) Committee meeting on 5/5/2004, and/or to recommend conditions and/or mitigation measures relevant to your agency's/department's area of expertise and jurisdiction. PROJECT DESCRIPTION: Minor Use Permit to allow a 4.5 -meter (14.7 -foot) diameter satellite dish. The proposed dish would be mounted on the ground and would be a receive only antenna PROJECT LOCATION: on the west side of Cohasset Road, approximately 1.3 miles north of Mud Creek Road, at 11045 Cohasset Road, Cohasset COUNTY SUPERVISOR DISTRICT NO.: 3 r- ZONING: TM75 (Timber Mountain, 5 -acre parcels) GENERAL PLAN: AR (Agricultural Residential) If a response cannot be submitted prior to the due dates listed above, please call Stephen Betts at (530) 538-7153 or send him an e-mail at sbetts@buttecounty.net. You do not have to respond to this request if you have no comments to include. Thank you for your attention to this matter. A hearing on this application has been tentatively scheduled for August 12, 2004, before the Planning Commission. IDR COMMITTEE. -.APPLICATION COMPLETE: No (Please send response to sbetts@buttecounty.net by May 3, 2004.) Yes (Conditions/mitigation measures due by May 20, 2004) N p - L S3 Vz# K:\Planning\Projects\CommentRequestForm.dot a (P �* zl o �l )-P BUTTE COUNTY STANDARD CONDITIONS FOR MINOR USE PERMIT APPLICANT: Fox KCVU DATE: 4/20/2004 AGENT: Ascent Media — State Permits, Inc. APN: 056-070-079 FILE.#: MUP 04N-07 PLANNER: Stephen Betts PROJECT DESCRIPTION: Minor Use Permit to allow a 4.5 -meter (14.7 -foot) diameter satellite dish. The proposed dish would be mounted on the ground and would be a receive only antenna Those items checked are conditions of approval. PLEASE CONTACT THE PUBLIC WORKS DEPARTMENT FOR COMPLIANCE WITH THE FOLLOWING CHECKED CONDITIONS: A. STREETS ® I. Prior to the issuance of building permits, obtain an encroachment permit for all new or existing driveway approaches and construct them to County standards, as specified in County Improvement Standards. ❑ 2. Prior to the issuance of building permits, deed to Butte County, in fee simple, _ feet of right-of- way from the centerline of . The right of way shall be sufficient for the installation of standard No. S-5 at all street intersections. ❑ 3. Prior to the issuance of building permits, submit road and drainage improvement plans for the installation and construction of the street frontage improvements on to standard, including but not limited to P.C.C. curb, gutter and sidewalk and the required street section for parcels with gross acreage of one acre or less. Construct or install the required improvements. ❑ 4. Prior to the issuance of building permits, dedicate a one foot "no access strip" or relinquish abutters rights to Butte County, along the frontage of parcels , except at approved access points. B. DRAINAGE ❑ 1. Prior to the recordation of the issuance of building permits, a plan for a permanent solution for drainage shall be submitted to and approved by the Department of Public Works. The drainage plans shall specify how drainage waters shall be detained on site and or conveyed to the nearest natural or publicly maintained drainage channel or facility and shall provide that there shall be no increase in the peak flow runoff to said channel or facility. ❑ 2. Prior to the issuance of building permits, establish 100 -year floodplain elevations and the lowest floor elevations for any structures. Show on the site plan map for building permits the elevations (by contours) and the location of an accepted NVGD benchmark and a temporary benchmark on- site. C. LEGAL LOT STATUS ❑ I. Prior to the issuance of the Minor Use Permit, prove, to the satisfaction of the Director of Public Works, that the parcel of the subject application is a legal parcel. Butte County Department of Development Services PLANNING DIVISION 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile May 5, 2004 TO: Inter -Departmental Review Committee FROM: Stephen Betts, Butte County Planning Division SUBJECT: Request for Comments on a Development/Land Use Application APPLICANT: Fox KCVU, Minor Use Permit - MUP 04N-07 APN: 056-070-079 DATE OF IDR*: 5/5/2004 *Inter -Departmental Review Committee IDR RESPONSE REGARDING COMPLETENESS OF APPLICATION DUE BY: May 3, 2004 AGENCY/DEPARTMENT CONDITIONS/MITIGATION MEASURES DUE BY: May 20, 2004 The Planning Division has received a project application as described below. This application is being provided to you for review. This is your opportunity to make comments regarding the completeness of this application, to be determined at the Inter -Departmental Review (IDR) Committee meeting on 5/5/2004, and/or to recommend conditions and/or mitigation measures relevant to your agency's/department's area of expertise and jurisdiction. PROJECT DESCRIPTION: Minor Use Permit to allow a 4.5 -meter (14.7 -foot) diameter satellite dish. The proposed dish would be mounted on the ground and would be a receive only antenna PROJECT LOCATION: on the west side of Cohasset Road, approximately 1.3 miles north o Mud Creek Road, at 11045 Cohasset Road, Cohasset E 2 E COUNTY SUPERVISOR DISTRICT NO.: 3 Dt5 V ZONING: TM -5 (Timber Mountain, 5 -acre parcels) t MAY - 5 2004 GENERAL PLAN: AR (Agricultural Residential) If a response cannot be submitted prior to the due dates listed above, ease call Sig U s at (530) 538-7153 or send him an e-mail at sbetts@buttecounty.net. Y omzt-have to respond to this request if you have no comments to include. Thank you for your attention to this matter. A hearing on this application has been tentatively scheduled for August 12, 2004, before the Planning Commission. IDR COMMITTEE - APPLICATION COMPLETE: No (Please send response to sbetts@buttecounty.net by May 3, 2004 ) ET Yes (Conditions/mitigation measures due by May 20, 2004) K:\Planning\Projects\CommentRequestForm.dot • BUTTE COUNTY STANDARD CONDITIONS FOR MINOR USE PERMITS APPLICANT: Fox KCVU DATE: 4/20/2004 AGENT: Ascent Media — State Permits, Inc. APN: 056-070-079 FILE #: MUP 04N-07 PLANNER: Stephen Betts PROJECT DESCRIPTION: Minor Use Permit to allow a 4.5 -meter (14.7 -foot) diameter satellite dish. The proposed dish would be mounted on the ground and would be a receive only antenna Those items checked are conditions of approval. PLEASE CONTACT THE BUTTE COUNTY FIRE DEPARTMENT FOR COMPLIANCE WITH THE FOLLOWING CHECKED CONDITIONS: H. FIRE PROTECTION X 1. Construction, installation or development of structures or facilities on the parcels/lots shall comply with the latest California Fire Safe Regulations, (Public Resources Code 4290), and all other applicable State and County codes, ordinances and regulations in effect at the time of application for improvement permits. ❑ 2. Building identification and/or addresses shall be installed in conformance with Public Resources Code 4290 and shall be posted at the beginning of building construction and maintained continuously thereafter. ❑ 3. Fire hydrant identification, reflector or post reflectors shall be installed acceptable to the County Fire Warden. ❑ 4. In lieu of a pressurized water system or water storage tank, payment of $200.00 per created parcel into the Battalion _ water tender fund, is required prior to the issuance of a building permit. ❑ 5. A pressurized community water system for fire protection is required. The specific locations and fire flow requirements shall be in accordance with the Fire Department specifications and to the satisfaction of the County Fire Warden. Average required hydrant spacing _ feet, hydrant size inches, and residual fire flow gpm. Submit plans to the Fire Department for review and approval prior to construction of facilities. ❑ 6. In lieu of hydrant installation, payment may be made into the hydrant fund at a cost of $1.72 per lineal foot of street frontage. The estimated fee amount is $ ❑ 7. Prior to recordation of the Map or application for a building permit, the applicant shall pay the then current fee for the West Chico Fire Station Fund. ❑ 8. Provide an all weather access of at least 10 foot wide and with a vertical clearance of 15 feet that will accommodate a 40,000 pound fire apparatus to all structures. Betts, Steve From: Wannenmacher, Felix Sent: Tuesday, April 27, 2004 4:18 PM To: Betts, Steve; Christopher, Yvonne; Baker, Joseph Cc: Miller, Gloria Subject: Fox KCVU Application (MUP 04N-07) A#04-178 Hi Steve, Yvonne, and Joe, The zoning is conditionally consistent with the GP designation. I have no other comments. Felix CONFIDENTIAL -- ATTORNEY-CLIENT PRIVILEGE CONFIDENTIALITY NOTICE: This email transmission, and any documents or messages attached to it, may contain confidential information that is legally privileged. If you are not the intended recipient, or a person responsible for delivering this email to the intended recipient, then you are (1) notified that any disclosure, copying, distribution, saving, reading or use of this information is strictly prohibited, (2) requested to discard and delete this email and any attachments, and (3) requested to immediately notify us by email that you mistakenly received this message. Thank you. Wednesday, April 21, 2004 Counter — Person Steve Payment Date 4/20/2004 Receipt Number 395348 Development Services PLANNING DIVISION ver. 1.0 Received From State Permits, Inc. ALUC (Airport Land Use) 'Fox KCVU Applicant Environmental Health Application Number :MUP 04N-07 or In Reference To $43.00 NOD / NOE (Recording Fee) $36.00 Parcel Number J;056-070-079 Aunt Minnie $0.00 $1, 500 or $2,000 Planning Review / EIR $0.00 ;33241 Check Number / Cash Total Received 2,255.00 Total Fees $2,255.00 DDS Planning (General Fund) $1,997.00 ALUC (Airport Land Use) Public Works (Land Development) $87.00 . _$92.00 Environmental Health Cell Tower ($2500.00) $0.00 i CDF (Fire Department) $43.00 NOD / NOE (Recording Fee) $36.00 Aunt Minnie $0.00 $1, 500 or $2,000 Planning Review / EIR $0.00 Fish/Game $0.00 i ALUC (Airport Land Use) $0.00 j $0.00 Non Sufficient Funds ($25.00Fee) Cell Tower ($2500.00) $0.00 i Public Sales /Copies _ $0.00 i Other: $0.00 ip 40 ..r E COUNTY. OF BUTTE 3 9 5 3 4 8 OFFICIAL RECEIPT OFFICE OR DELP,%RTMENT ISSUING RECEIPT G 20C-1.11 "}" ;r. r• Received from The For Received: i sa Nj CASH [� CHECK DAVCO BUSINESS FORMS • (530) 743-8511 Received By -- Title By TOTAL $ 3,836.00 - -- APPROVED BY: RECEIVED BY: - AUDITOR -CONTROLLER TREASURER By. By. white=treasurer pink --auditor canary --depositor golden and=file COUNTY OF BUTTE. AUDITOR'S CERTIFICATE AND TREASURER'S RECEIPT i` . OROVILLE,..GA i ATR NO 73492 RECEIVED FROM PLANNING � BAG i : 329 DATE 412242004 'FUND FUND. DEPT ACCT CASH DESCRIPT 6N TITLE CODE CODE CODE GORE AMOUNT . DEPOSIT DATE: 4121 FOR 4MB PLANNING APDL FEES GENL 0010 4el0001- 4"'NOM 101001 2,041. Project. Number �tmoerrii of :Fee _ -- - - --- - -- —-APN.*06--07fl=-E179-FOX-.,KCVU-MUP04N--07-- --- — ­X7 LAND DEVELOPMENT- GENL 0010 44000t.­.4611700 101001 $7.00 Prpiect:Number 1Amount of Fee, APN:056-07x079 FOX KCVU MUP04N-07 $87.00 ENVIRONMENTAL HLTH GENL 0010 .540003 4614901 ` 101001 9.ZOO . PrEject Number Amount of Fee- - APN:056-070-079 FOX KCVU MUP04N-07 $92.00 FIDE PL NG APDL FEE FIRE. PROTECT 0'IW . {� 4617,2410 101001 43.00 i P' ect Nurmber Amount of Fee APN:056.070-A79`FOX KCVU MUP04N-07- $43.00 NOD/NOE GLERf'S FILING FEE GENL ':r X010' 470b01 - 612319 1 101001` (� Project Number Amount of Fee APN:050-07MV FCX KCVU 11AUP04N-07 $36.00 D:O.T.-ALUC RI_ANNfIVCs GENL 0010 440001. 4617241'.i- 101001. 1,1.00 �.. Resect Dumber Amount of Fee APM018-0b0-004,029,30,34.35,36 M P SUB - $1.531.00 TOTAL $ 3,836.00 - -- APPROVED BY: RECEIVED BY: - AUDITOR -CONTROLLER TREASURER By. By. white=treasurer pink --auditor canary --depositor golden and=file r RECEIVED FROM PLANNING ATR No 73492� BAG! . 329 DATE 412004 'FUND FUND DEPT ACCT CASH DESCRIPTION TITLE CODE CODE CODE CODE AMOUNT . '.DEPOSIT DATE: 4F21 FOR 4MU PLANNING ADPL FEES GENT: 0010 440001`. 4 , 240M 101001 Project. Number _`Amo"' �icnount of .Fee - - APN.056=(17&-070-FOXf;KCVU-P OF d4N--07— _—$I LAND DEVELOPMENP GENL 0010 440004. 4611700 101001. Project Number -1Amount of Fee. APW056-070-079 FOX KCVU MUP04N-07 $$7.00 ENVIRONMENTAL HLTH GENL 0010 .540003'-4614901 101001 . Project Number Amount of Fee- . APN:056-070-079 FOX KCVU MUP04N-07 $82..00 FIRE PL:NG APPL. FEE FIRE. PROTECT 4k100 . s 4917240 101001 Piapject Number Amount of Fee APN:056.070479 FOX KCVO MUP04N-07..• ; $43.00 - NOD/N_OE CLERK'S FILING FEE -GEN :. ' :.W 0: : 470bO `-!612319 X01001' (6) Prvgect,l+luanber Amount'of Fee APN:060-070=079 FOX Qi U MUP04N-07 $38.00 O.O.T.-ALOC PLANNING: -GENL0010 440001. 4647241 101001 �. Project Number Amount of Fee APN:016-060-004,029,30,34,3506 M P SUB - APPROVED BY:* RECEIVED BY: AUDITOR -CONTROLLER TREASURER BY: By: �d white -treasurer pink --auditor canary --depositor golden rvd=f1lc 2,04=. . $7.00 92:00 43.00, 36.00 1,531.00 TOTAL $ 39036.00 PLANNING DNISION Vaq er �� 3` 1 * f - - r✓v n;, ws is -. s "'E' "t '.L=i'; i'. u:v.-T' § i . €.. E4 .'':i: d .� f. -�' . �s 4 _.-.vi S'E Fsi. �. _ �___••-r.-,...._x....cx a. & -�.�:,�i,.._ ,.-«.�.....n,... '.'_'��:_x,«,._. �' �a.... .xX4: . m:. u,:.: �xg. .�.3...._E, �.. _.. Ef _.,._.. 4fie� .., su" .-. y ,_,_ _ Counter............... .......... - .... .... DDS Planrnng --------...$1,997.00 'Steve (General Fund) - , Payment Date ......... ...... _. ........... 04/20/2004 Public Works $87.00 d D�evel Receipt Number -- - -- -- 395348 Environmental 1-i i $92.00 ..... .... -._........ ----• ..... Received From State Permits Inc - $43 00 CDFFire Department) (.> , ..: v,..... APphcant Fox KCVU . -_ - — :...._.._- _-..__._. _-- ... ............. $36 00 : - N / NOE OD (Recordmg.Fee) f f, - -........ ....: ......._. ..._. _ Aunt Minnie $0.00 Application Number : , ,MUP 04N-07 ! $1,, 500 or $2,000 r in Reference T� .. ,, _ _ - -_ -_ _-_______-._..____ Pin view [ EIR Hing Re - 1 - $0.00a - Parcel, _Number 056-070-079 STATE PERMITS, INC. Butte County Treasurer . DIRECT COSTS 040045 . CHECKING -BANK OF E --------------- STATE PERMITS, INC. Butte County Treasurer DIRECT COSTS 040045 6 4/19/2004 4/19/2004 ®Ecf `E APR 2 0 2004 BUTTE COUNTY PLAMk:,''K; JIVIWN 33241 2,255.00 2,255.00 ----------- - _ --- -- 33241 2,255.00 CHECKING -BANK OF E 2,255.00 13272 www.chedcsforless.00m 800.245.5775 Order d 398558-1 COy4s SFr i� 'Pogo s g4ibC ,gym � \ i I R SITE PLAN Robertson & Dominick, Inc. Gvll Englneers and Surveyors OF A PORTION OF ' 996 :.nae caR rt. m. Ch- U 95936 PARCEL I OF 5-37 N.W 1/4 SEC. 12 7-24 N, R2 MD.M. 5-12-35M 8ge-9955 ree 5TATE PERMITS Zmsan�o Inn k.— Cnlw . Red Bl ff . Reddlnp • - { • a 1 �; fry f� � �. •�"�{�i kmy' Y�k��� y?, y+�"'g� ',.,"�yr�/"n� n : •,fes r�J'� 1 T�,} `l ��..�r ?bt�✓1fp '.✓�i.KY'MA�F'!• •j, YAC° fti f � c ti» �, YJ�. t � i'a !..'��i',f '�� a. �} X�'b `n „9sR� K' � /•i i�aYyld�l< i �' Fk'+v1„ x, { y< ,,.,{;� � ,-a�' .est« �"."• +� 3 fy . ,� .r � �� �•� a -T �"'"�,i,�ma.� �'a&�&+,p�� nasi: w4 4 s a•1 .+k *i�. I . � n!.3'� r �. �� .'ice-' ��Nd.�2e �. .. `°' Z+ .off.• •s � A°J R";. x�S 7�s?;yp� M,»pir� \;� � � .r. ,1 t(e•t ��i +�F Yom' r e ; ii Yom' 0. f 22 t i i° 44 'x 3�� ��'tt�t y• u , y 13 `� '� t . ♦• f 9Mr1� i 4 w?a F'< nc s •' tlr �'� 'j d � �: ''tea . R • ? r,.. '1'.1sa: �+,� w''�,a ., jf t - sa • a. � � � . �`Rfe �i � �� r >�, �Qt `� � x �y .ems•.• .t��y'b,� t ,+C xv' ��._•��s rte•. ._. .�?i.}a ��.'�� Q7-ZZ 4.Z. Nit 'ht k� Eim IV 1. !t -v January 14, 2004 —35— .� ,i .� .. a January 14, 2004 —37— tA� y�ry R,.' ,5 � 4..'4r r'i}13't;?F,='" Y ' £`•rc`P'�.is 1 � r � }Y {yjr> 1f � g 4'x'3, r 'C ;� � jt" ,,���`,, � �. .' ��ti � ,�<.� .� s � �t ,� �s Y r t d'J�": �,r}y��f�i x ��L� > rn` r�*t 3 �" ! q f• � a%t Skt� x lw �i y w<'� �x"4t �a y� • 31, ; ^C3 "•c •zey� 2, r 7 <'��Q A,:',�° '° x,a JL £ Ye ryc •�A ' ", .. �` �� � �` g s' to [ s �,`, �^Tu s�'t�.t.a � .i "` �a&��a,. � •� K ;��" "', . 3x � .,, � ��y 5 � rC+� t >f 5 M y. 3 v s'+& � s Non' M .sem �r yip,,„, "'��,?,*}' '1•` t,� 4 �M#<K •�+' t omit e . i t e °' Or 14,�sr � 3q. aocWWII ,`rs r. 7 `x +.i, :. �` "; q T stt c r�K4za I R`'�c i J < ti''6^ , S r �:��°' tx �`s . �. � regy Ls 's � r � >•.0 ��,•.."a"'' .�.`" qY. -� s t f S�f`3 4 r;4 Pe" `t . < 3 +t tE'S Y. z Y aP / �• s..:.. Y^z"w Sx'`S 2f Wo SAW E's✓ �. r€ toil :` �, x< t �..a'%`.� � o-h�, 4.,seo'. :.'✓,+i �',t�s.�, �. �.y �.` .w'i, u.�:,"+'i¢'��..s..'. > �f. �', �`h�:b.;� � ! 0 January 14, 2004 1 — :y �' "�� � r<.: . . ... ....: �Y`r. ;F` �<.; }. H:A S ��� ;: n., ., .... January 14, 2004 -23- CM= NLj Z C-) IGO CL. January 14, 2004 -23- These parcels are for assessment purposes only and nay nOt constitute legat parcels. 56-07 CD 4= cu � 2.25 AC —01 1.90 AC ASMSOeS Map No. 56-07 County of Butts, Calif. 51 o 2.50 AC 50 A ----t124.47 il -47 X X CC ------------- Li Lj C-4 2E 2E W3; -W C%4. C4 These parcels are for assessment purposes only and nay nOt constitute legat parcels. 56-07 CD 4= cu � 2.25 AC —01 1.90 AC ASMSOeS Map No. 56-07 County of Butts, Calif. q m o: v 0 u z Q m Lo H IF N IN 1Q) 01 7 APPROX. END -" \ OF GUY \ EL V. = 3497.6OF GUY 7 NEW GUY END OF GUY IN ,(TYP•) EL -V.= 3532.75 Q= 09' 12'34 R = 570.00' L = 91.62' Q toO tir r., 41 'I 6' 33`' R = 330.00' SS TOWER ry . LOCATIONEL V 0 J L = 237.73' b3\�� . V. - 3517. _` ' Q) 3521.0©Lo Lo F ;> ,. f . ; : -� ,,' ,r ,/ .�o SUPE CEDED 0) co PROPOSED N �3 q 70'x40' BUILDING F 5POPPAD SEE BUILDING 6" A.B. 95% R.D. PLANS FOR ;y � DIMS. $ DETAILS V (yO� 35206 FG CUT SLOPE TOP OF FILL ; , ' '� r ,�r ' ITYP.) ///' % PROPOSED PAD AREA //t 3522.00 FG 352/.5 FG RAIDE 7'0 i 6„ A.B. 95'6 R.D. DRAIN ITYP.> GENERAL NOTES: >' •} ` i ! TOE aft CUT , / / r TOE OF 2:I J `,:' , r I i< t ! (7YF?�> ly'. 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE, FILL SLOPE `;J I I I ' j ! ;%" l / / AND SHALL BE RESPONSIBLE FOR CONDITIONS OF ALL WORK AND MATERIALS, tTYP.> INCLUDING THOSE FURNISHED BY SUB -CONTRACTORS. IMMEDIATELY NOTIFY THE ENGINEER' AND THE OWNER OF ANY DISCREPANCIES. 3521.0 FG' - - ! . - 2 F / 2 THE CONTR.,ICTOR SHALL OBTAIN AND PAY FOP ALL PERMITS AND INSPECTIONS AS REQUIRED. PROPO5Eb i 23 F %�r i, ,' i ,'15A.B. DPIVEWA"Y \ 3. ALL CONSTRUCTION;STAKINCr SHALL BE PERFORMED BY POBEPT50N AND DOMINICK, ,t1, i S E CRDSS,'' (` CIVIL ENGINEEiR5 AND SURVEYORS. CALL POBEPT50N AND DOMINIC< 46 HOURS. PRIOR FOP - SECTION DET ILA TO THE START SOF CONSTRUCTION AND 1N ADYANCE OF PEOUIPEMENTS FOP ��,�1ceER \ ` .` / r '{ ' _F `� / CONSTRUCTION STAKING ON 894-3500. t� �oN EX. CHAIN , F { � _ FENCE 4. ALL WORK SHALL CONFORM TO BUTTE COUNTY STANDARDS AND THEIR REFERENCES. ' � > ENCL05 URE "' c > SCALE 1"= 50' ; , - AROUND / 3526,00 F �� I 5. 51TE WAS DESIGNED TO CONFORM TO PROPOSED GRADING. NO ATTEMPT WAS MADE o '� o° GUY <TYP.> X� i ';` ` t.. r ` ry ry uj TO BALANCE EAPTHWOP<. THE CONTRACTOR SHOULD MAKE H15 OWN ESTIMATE5 OF �,��'�� z �r EAPTHWORK OUANTITIE5 AND RELY ON THIS, THE CONTPACTOR SHOULD ALSO MAKE b PROVISIONS FOR AN IMBALANCE BYDENTIFYING ON-SITE OR OFF-SITE' DISPOSAL OR EXIST'• i "• ��` .^� ExrPACTION'SI'TES, AND BY PROVIDING REASONABLE CONTINGENCIES FOR PAYING EX. CONC. � TOWER � EXIST. ry`� FOR SUCH WORK. SATELITTE \ CONTAINER DISH PADS k �x i t BLDG. 6. ALL EAPTHWORK SHALL BE PERFORMED TO SOILS ENGINEERS RECOMMENDATIONS. <TYPJ Q i --x; x `x , /� THE SPECIFICATION OF GUT/FILL SLOPES, EROSION CONTROL, COMPACTION, TRENCHING, \' /, , BACKFILL, AND ALL OTHER EARTHWORK RELATED ITEMS 15 BEYOND ROBERTSON .AND DOMINICK'S SCOPE OF WORK. SHOULD CONFLICTS ARISE BETWEEN THESE PLANS AND APPROX. END , x EXIST WELL vJ THE 5015 REPORT NOTIFY THE ENGINEER IMMEDIATELY. OF GUY ' t CONIC. PAD QJ EL V. = 3523.84 EX. CHAIN FENCE ' I EDGE OF DRIVEWAY PA PCEL 1 EX. BLDG'5 110-R/5-37 PSNI 88 -10324 k k ,4,P. # 056-070-079 11045 COHA55 T � PD,� D 10, \ EX. EDGE io' K r t ! GRAVEL EX. CONIC- SLAB - ROAD EX. GUY WISHED t MOBILE _ i I f' 1s �lP•� 1r iso c� •� 6" CL, 2 A.B. COMPACTED TO 95'6 R.D. DR1 VEUJA r 0055 SECTION DETAIL A RIHV IS10N5 REV. DESGRIP ION p.A7E REVISE 3LG. � 10/15/x8 ADD TOWER PAD NTS A= 3 5' 5 8' 2 0'' Q= 320.00' L = 200,91' MOTES: BASIS OF BEA1•RING5IS THE WLY, LINE OF THE N.W V4 OF SECTION 12 AS N0201724"E PER 110-R/5-37. ELEVATIONS ARE BASED ON BUTTE COUNTY BENCH MARK 1 950, EL V= 3501.12' APPLICANT: BECKMAN TOWER SERVICE 4861 N. GRANTLAND FRESNO, CA. 93722 (2 9) 275-4030 ENGINEER. ROBERTSON AND DOMINIC< 870 MANZANITA COURT 5TE. D CHICO, CA. 95926 (530) 894-3500 2 1 r 6 51 TE I I i I Il i 12 I 7 13 18 I I VICINITY MAP NTS 0 N N � LL Lu _D Lu V � O � ECCQNIC APR 2 0 jM4 cn n ��1� BUTTE COUNTY O � v PLANNING N NG DIVISION i�� �� LL �-D Lu �• U Q