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Home My WebLink About025-330-086EIRE i - ' i'%"rsI*' `, s •��.. tri F,470ONORTHGATE UP 00-12 025_ _DELUCA AKERS$ Ci�n6 00-0749 B,E A.BL95834TE 160 ��ew ower;, Oroville F/Nye- <D ZOO -OD CLINT. AKERS 25 18 t / 2147 Hwy 70Oro vili e ;I a ;'PermiEN171-89B;P,E; w.,sin 1e l 8, Family) (_-;3G-016 05-0729 VERT WIPELESS, 2147 H\VY 7 • CON: T CFE, _ S '1' P� 1�STY7N 025-330-006 06-0436 ACRES, CLINT 2147 HWY 70, ONCUT CONT: ROBINSON ENG GENERATOR B07-0943 025-330-006 MISCELLANEOUS Electrical EQUIPMENT CABINETS OX SLAE 2147 HWY 70 FIm( -7r(0/01 t AKERS CLINT R G WEN I�f2- GQi 0� ( 01 - anfy) USE PERMIT BUTTE COUNTY PLANNING COMMISSION AUG 9 2000 DATE: (Certified Mail Rec.) UP 00-12 PERMIT NO. .1 025-180-036 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: AirTouch Cellular is hereby granted a Use Permit in accordance with the application filed: Use Permit to install a 100 -foot tall self-supporting lattice tower, nine 6.6 square foot panel antennas that extend 2.17 feet above the top of the tower, and two 7.5 square foot equipment cabinets. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-45.65. 2. Unless otherwise provided for in a special condition to this use permit, all conditions must be completed prior to or concurrently with the establishment of the granted use. The use granted by this permit must be established within 24 months of the delivery of the countersigned permit to the Permittee. 3. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 4. If any use for which a use permit has been granted is not established within two years of the date of receipt of the countersigned permit by the Permittee, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. 5. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. 6. Neither the applicant, nor any agent nor representative of the applicant shall intentionally omit or misrepresent any material fact in connection with the application. Any alleged material misrepresentation shall constitute grounds for the Director of Development Services to commence a revocation hearing, and, if proven to exist, shall constitute sufficient grounds to revoke a permit. Conditions of Approval: The tower shall incorporate a lattice design and shall be painted a neutral color such that it fits in with the agricultural character of the project area. Prior to issuance of the Use Permit and building permits, the applicant shall submit revised elevations of the lattice design and submit color materials which show the color of the tower to the Planning Division for review and approval. The tower approved and constructed with this Use Permit shall conform to the approved lattice design and approved color. (Mitigation Measure 1) 2. Prior to construction of the tower, the applicant shall notify all agricultural aerial applicators registered in the County of the location of the lattice -designed tower. The notification shall include the latitude and longitude coordinates of the tower. The applicant shall submit proof that all agricultural aerial applicators registered in the County have been notified prior to construction of the tower. (Mitigation Measure 2) 3. The installation of the Facility shall comply with all applicable building and electrical codes. The Facility operator shall submit certification from a registered structural engineer to the Building Division, that all associated monopoles and towers in excess of thirty (30) feet in height will withstand sustained winds as required by the Uniform Building Code. 4. No advertising or display shall be permitted on the Facility. 5. The placement of any antenna or structure shall not adversely affect any on-site sewage disposal system or its repair area without written approval from the Division of Environmental Health. 6. The installation of the Facility shall not violate any existing deed restrictions. 7. The Facility shall have a twelve (12) foot wide all-weather access to a publicly maintained road capable of supporting a forty thousand (40,000) pound fire apparatus with fifteen (15) feet of vertical clearance. 8. There shall be no outdoor vehicle or equipment storage except for emergency purposes. 9. The Facility shall fall within current standards and regulations of the FAA, the FCC, and any other State and/or Federal agency with the authority to regulate such Facility. If such standards and regulations are changed, the property owner or responsible party shall bring the Facility into compliance with such revised standards and regulations within ninety (90) days of the effective date of such standards and regulations, unless a more stringent compliance schedule is mandated by the controlling agency. 10. The Facility or combination of the Facilities on the site shall not generate, at any time, electromagnetic frequency radiation (EMF) or radio frequency radiation (RF) in excess of the FCC adopted standards for human exposure, as amended over time. 2 11. If it is found that the Facility is or will be detrimental to the health, safety, or welfare of persons working or residing near such facility, then the service provider(s) and property owner shall be jointly and solely responsible for the removal, adjustment, or replacement of the Facility. In no case shall the Facility remain in operation if it is found to create a hazard to health, safety, and welfare. The Facility shall not be found to create a hazard to health, safety, or welfare as a result of EMF or RF emissions from the Facility so long as it meets all current standards established by the FCC, pursuant to FCC OET 65. Prior to issuance of the building permit for the installation of the Facility, the applicant shall post a performance security in an amount and form determined by the Director of Development Services that is sufficient to cover the cost of a one-time test by a radio frequency consultant selected by the County, sufficient to determine whether the Facility's RF/EMF emissions comply with FCC standards. If the Facility's emissions are determined to exceed FCC standards, the applicant is required to pay for such other tests and other corrective measures as are necessary to establish compliance with FCC OET 65 and its successors and such noncompliance shall constitute sufficient grounds to commence a permit revocation hearing which may lead to permit revocation. The applicant shall cooperate in all respects with the County's consultant to assist the consultant to reach his/her conclusion. 12. All Facilities that are not in continual use for a period of six (6) months shall be considered abandoned. Abandoned Facilities are hereby designated as unlawful and as public nuisances, requiring no amortization period. Prior to issuance of a building permit for the Facility, the applicant shall obtain a detailed estimate from an appropriate building industry business or contractor for the removal of the Facility, including the proper disposal of all removed materials and the return of site to its original condition. A copy of the estimate shall be submitted to the Building Division for review and approval prior to issuance of building permits. Prior to issuance of the building permit for the installation of the Facility, the applicant shall post a performance security in an amount and form determined by the Director of Development Services that is sufficient to cover the cost of removal of the Facility, proper disposal of all removed materials, and return of the site to its original condition in.the event that such Facility is abandoned, or if the permit has been terminated for violation of its conditions by the County after hearing, or has expired, and after notice has been given to the owner/operator by the County, no application for renewal has been filed. If the Director of Development Services determines that the Facility is abandoned, the applicant may be required to remove all equipment belonging to the applicant from the premises and return the site to its original condition within thirty (30) calendar days of receipt of notice to abate. If such Facility is not removed and the site returned to its original condition within thirty (30) days, the County may remove the Facility at the applicant's and/or land owner's joint and several expense. 13. All ground level support Facilities shall be painted and/or screened from view with adequate landscaping appropriate to the surrounding environment. All aesthetic treatments, including landscaping shall be maintained as approved for the life of the Facility. 14. The Facility may not encroach into, under, over, above, or upon any public street in the unincorporated area of the County in the absence of a valid encroachment permit from the County. 3 15. The owner/operator of the Facility shall annually submit a written verification, attested to under penalty of perjury, signed by both the owner/operator and an FCC licensee in the employ of or retained by the owner/operator, that the radio frequency radiation/electromagnetic frequency (RF/EMF) emitted by the facility conforms to safety standards set forth in FCC OET 65. The reports prepared for the Facility shall conform to reporting requirements set by the FCC and the County. The reports shall be submitted to the Planning Division and the Building Division no later than January 31 of each year. 16. The Facility shall be secured at all times to prevent access by the public. 17. Applicant shall implement measures to prevent fugitive dust emissions during all construction activities. 18. The project site shall be developed in accordance with the approved project site plan and the conditions contained herein. Said site plan is on file in the Planning Division, is identified as "Exhibit E" and date-stamped March 6, 2000, and is incorporated herein by this reference. 19. Prior to use of this project, the applicant shall contact the Planning Division for a field inspection to verify all conditions of approval and ordinance requirements'have been met. 20. Applicant must also comply with all other applicable State and local statutes, ordinances and regulations. Public Works Department 21. Prior to the issuance of building permits the applicant.shall submit documentation to the Public Works Department from a registered civil engineer that shows the location of the communication facility lease area with respect to the 100 -year floodplain. If the lease area is within the 100 -year floodplain, the applicant shall 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. Said plan shall be submitted to the Public Works Department for review and approval. If the project is not within the 100 -year floodplain, flood elevations are not required. 22. If the communication facility lease area is within the 100 -year floodplain, obtain approval from the California Department of Water Resources prior to start of construction. 23. Building Permits are required for the communication facility. Plans and calculations shall be prepared by a licensed architect or civil engineer authorized to practice in the State of California. 4 24. Applicant shall provide a Hazardous Material Release Response Plan and Inventory form to the Environmental Health Division. Caltrans 25. The driveway access on Highway 70 shall meet Caltrans' Commercial Driveway Standards. A Caltrans Encroachment Permit shall be obtained prior to any work in the Highway 70 right-of-way. Prior to issuance of building permits, the applicant shall submit documentation to the Planning Division from Caltrans that states the driveway meets Caltrans' Commercial Driveway Standards. I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are in fact the conditions which were imposed upon the granting of this use permit, and that I agree to abide fully by said conditions. Dated:—r��-- Applicant NOTE: Issuance of this Use Permit does not waive re uire . ri of obtai 'ng Builing . d He Department permits before starting.const . , or do-as0w#e any ther r uire ents. Butte County Planning Commission Chairman CC: Land Development Division Building Division Environmental Health Department Butte County Fire Department/CDF Agricultural Commissioner Caltrans 5 7 BREI N 0 T� Butte County Department of Development Services. 7 County Center Drive, Oroville, CA,95965 -� (53o) 538-7601 v^v,,v.bqtte.00Ll.nty neyo0s 77 VCy I .� R E -S I D E N T I A L Yom}APN: Permit No. '0 '6025 06-0436, 9wner: .-330-006 0. WCRES,- CLINT',' Site'Address: 2147.MKK70, HONCUT Z�2 �'CONT: ROBINSON, ENG '9ntractor --7-GENERATOR 11 Type of Permit on: 01 2 CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV IlLil-f-CLEARANCE ay DATE JOB URE: OK MANUFACTURED HOMES MISCEL.LAN.EOUS DATE PERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat ❑ or LP❑ Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnncti 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE ID E C K S`C O V E R S`C A R P O R T S `G A R A G E S 1 Zoning -Setbacks -Easements 2 Ftgs;Soils-Sz-DpthSpacing-Cnnctrs-Steel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts -Bea ms-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls °'o ° DATE POOLS 1 Setbacks -Easements 2 Soils; CompactionStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries-Terminals=Listed 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp Pool Ightg Bones-Enclsrs=pnlboards-Insultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr; Fencing -Alarms 13 Bonding, Diving board or Slide 4 P 4 Pool Drawing �i i i i OK Not RESIDENTIAL (Sing(& & Duplex) DATE (UNDERFLOOR 1 Zoning -Setbacks -Easements -Flood -Slope 2 Ftg Main; Soils-Elec Grnd Ftg Opth 3 Ftg Garage-, Soils-Steel-Elec Grnd Ftg Opth. 4 Ftg Porches/Decks; Soils -Steel Ftg Opth 5 Stemwalls Main; Steel -Blockouts-Wrapped 6 Stemwalls Garage; Steel-Blockouts-Wrapped 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 1-t Wtr Pipe; Test-Anchrs-Rgitr-Service Test 12 Elec Undrgrnd 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn 14 Girders-Sills-Anchr Bolts Joists-Vnts-Cripples 15 Acc & Vntltn 16. Insulation owe o` DATE IFRAMING 17 Sills Proper Materials & Anchrs i8. Walls Studs -Nailing Spacing & Braces-PlatesSound 19 Bearing Walls over Girders & flr Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac TrussShthg 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 36 Shear Walls; Nailing-Bo1Ls 37 Brace Int/Ext Wall pnls 38 Insultn-Walls-Ceilings 39 Infiltration-Walls-Wndws s DATE JELECTRICAL 40 Fxtr & Tmsfrmr Clrncans Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz ga ❑ CU or El AL AC Wire Sz sa Q CU or ❑ AL 48 Range Circ ga ❑ CU or F-1 AL Owen Circ pa ❑ CU or ❑ AL Insulated Neutral ❑Yes ❑No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clmrs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector DATE PLUMBING 53 Wtr Htr; Vent-Acc-Crnbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr Nail Prtctn 56 Shwr Pan; Test, First flr-Tub Acc 57 Test Tub & Shwr, 2nd flr - Tub, Acc 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas Piping o'er o` o'er o` DATE IMECHANICAL 61 AC Ducts Insultn & Support 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic 4 Oyu 0 O' 0 o'er DATE IFINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Sts & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Clmc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext - 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Cirnc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door, Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Cimc-Com Air Cnnctr-PRV; abv flr Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters 1:1YesON 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntltn thru House 93 Glass Prtctn 94 Corrections from previous Inspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-CIO to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99. Fire Sprinkler �c o'er o` COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE vwrvtn PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. �, 6 Date ' J Inspector Phone # REV 4/05 FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060436 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 04/27/2006 APN: 025-330-006-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.-�/S/y��I Site Address: 2147 HWY 70 ORO License Class License Number: ( OC *Vak Q✓ Map Index: Date: Contractor: Description: COMM. GENERATOR FOR CELLULAR SITE OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the (30 KW) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: VERIZON WIRELESS to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 381 S LEXINGTON DR SUITE 103 the Contractor's State License Law (Chapter 9 commencing with Section FOLSOM, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95630 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the (916) 533-3521 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: VERIZON WIRELESS owner of property who builds or improves thereon, and who does 381 S LEXINGTON DR SUITE 103 such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for FOLSOM, CA sale. If however, the building or improvements are sold within one 95630 year of completion, the owner -builder will have the burden of 533-3521 proving that he or she did not build or improve for the purpose of (916) sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: ROBINSON ENGINEERING INC and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 8421 AUBURN BOULEVARD STE 258 ❑ 1 am Exempt under Article 3 of the Business and Professions Code CITRUS HEIGHTS, CA Date: Owner: 95610 (916) 726-1119 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 1 have and will maintain a certificate of consent to self -insure for License #: 750081 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are:. Carrier: Policy#: � ? � iil/7 Total Square Ft: 0 S. F. ❑ I certify that in the performance of the work for which this permit is Valuation: $0.00 issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith hcco^mplyy with those provisions. )O / f� �J t`''11/ V Date: b G 1 LO v Applicant: tr WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in. Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit i reby is a under th applica a provisions of the Butte County Code and/or I'hereby affirm that there is a construction lending agency for the of the work for which this is issued (Sec 3097 Civ.) Resolutio to do ind ated ab ve for ch fees have been paid. c� Vr--G 7-,!:�, performance permit Bv: Date: Name: PERMIT EXPIRES ON: Address: Date —� O 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. O Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize repre tatives of Butte County to enter upon the above mentioned property for inspection puFopses,. Print Name. `Xi Signature: RuAtdaa L�j �/� c Date: ,0 [ ❑ Owner ❑ Contractor ❑ Agent for Owner ,4kAaent for Contractor B. C. Building Permit 01-16-04 pg 1 April 27, 2006 Verizon Wireless 381 S. Lexington Dr. #103 Folsom, CA 95630 Dear Sir or Madam: -.. utte Count L A N D O F N A T U R A L W E A L T H A N D B E A U T Y DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH 202 Mira Loma Drive 411 Main Street I`l 7 County Center Drive Oroville, CA 95965 P.O. Box 5364 Oroville, CA 95965 TEL: (530) 538-7282 Chico, CA 95927 TEL: (530) 538-7281 FAX: (530) 538-2165 TEL: (530) 891-2727 FAX: (530) 538-7785 FAX: (530) 89;-6512 This is to acknowledge receipt of the Haz Mat Business Plans for the following sites: 15280 Hamilton Nord, Chico, CA 3902 Esplanade, Chico, CA 4842 Media Way, Paradise, CA Table Mountain Blvd, (Forebay), Oroville, CA If you have any questions, please call us at (530) 891-2727 between 8 and 10 AM weekdays. Sincerely, / Cliff Bottenfield Environmental Health C B/kg/m isc/hazmat/mult. sites I E.H. N Y Plot Ptah ed Atte _ Lw USE 0 L Floor Plan Attadted Sent to BD/DS TO: Building Division — Development Services J 33(15—�� FROM: Environmental Health 1)2117 A/wy 76 Z> i5��O /�c�,'/�dn /lac✓� Caw. Gh �t.° ��-/�� ' /7/ SUBJECT: Sanitation Clearance 3 J 354)Z 45%,le'n� We G1 ��° r 6--y6°—DSz, c/%�t -0q< Owner Location AP# Plan Approved for: Sewage Disposal: Clearance/for l-dweIne.. Other PX )"f 11,1--- 7�i,;4-7L Hold final for: Final clearance O.K. for: NOTE: Water Supply: Public' Private Well Environmental Health Specialist Date Building Clearance 9/2005 DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATIONC� AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION "PLEASE PRINT CLEARLY" OWNER Last Name L Name Address �A City Stat ' Zip Phone Fax E-mail APPLICANT NAME • •- �Z ;low4113Offli Tin_ Address C�� Ovtcoiyi �Le' C i •fir �R�� ► State (2/1, H Zip I`ll =6 Fax E ai IV\ y coVIA . ,.M State License Number Date Approved: APPLICANT NAME ARCHITECT/ENGINEER Name lk e , C—oWi Address C�� Ovtcoiyi �Le' C i City r State (2/1, H Zip I`ll H _7_—� Fax E ai IV\ y coVIA . ,.M State License Number APPLICANT NAME Name -LoVk W 1 y f,j „ X S Q ( Address 3 5, �` 1 �r l City ` Stat Carrier L'!'LD)L Zip O� 5 (0 Y) Phone(q10 533—_2)5Z' Fax Qqb '_ �StC. E-mail r ha o 1 v Q,��e iCWt�ela55, APPLICANT SIGNATURE X 1 PERMIT NO. BPc7 (0'* BIN # L OCA TION AP# oo t �. Property Address mc(nIA- rossStreet WORKER'S COMPENSATION Policy Number Carrier L'!'LD)L If hiring anyone other than licen1se contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Subdivision Name LENDING AGENCY Name UA Address Description or Scope of Work: �VJ Sq. Foota ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an )3 application after expiration, a new application, plans and fee will be For office Ae only: Zoning Flood Zone SRA I Yes I No, Occ. Type Const. Subdivision Name Map Book Page I Lot # Planner Date Approved: REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not [Received by: Amount:90�00 Bldg I I OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Receipt #14y152_9 Sheriff D Other Total REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a 'permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed, y the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. El -Grant Deed, ❑ M. H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 ..'� r -r �w+�}'R.f'y,r,lj.:.•T �.{.1 r. -.L; r.}.'°'',. ��. .fi, , �. .. n , - .. -.�jx •.. ,'.. �. . Y+� ..w-�.,.�,. t` w ,fig,; { f� �"V'�•. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICESUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET 02-5 - 3 30 OOC� OWNER: 1 C''I LOYi 1 Q ASSESSOR PARCEL NUMBER Pro�osed Building Use: Cb im b1 ' O )" ennit Technician: �•� Date: It ms required in orderto ply for a permit. All boxes MUS be checked OR marked NA in order to apply. rt IR 1. Site plans, 3 0L ets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4pets, signed by the preparer of the, plans. � 3. Engineered plans, 3 ol4 ets, with wet signature on plans-AN[-2-sets.ol•starttpedmamd-signed.caleulatiews: ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer.IEI= e r 10. 'Flood Elevation Certificate, wet -stamped and signed, in duplicate. rV ❑ Hazardous Material Form �i 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Re I in 'terns needed to issue the permit. (May require additional plan review upon r eipt of the following items.) 1 14. anitation and site plan approval from the Environmental Health Department in,QChico ❑ Oroville, as applicable ❑ 1 Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... *18. Erosion Control Plan Required........................................................................ (19. ees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑ 22. California Department of Forestry plan approval ❑ paid. Sept by: ............ a(�2 . Planning approval for (A) Use: .�(O) Parking: (C) Parcel Check: ............ hf 19 0 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ��JV 31. Letter of Signature authorization.................................................................... ❑ . 32. Recorded copy of Agricultural Acknowledgment Statement ................................. 0 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: C� " �3 -�52! �rj�na w When issue Telephone and hold for pickup. ' I have been in rmed of the abov items and requirements oFRairti�g*wilding permr� Applicant: �) Date: 1. Index permit applieaion for the above items numbered: Plan Check Letter ��dional items re. ired G;�Iesigner, owner, was advised of the above data by ?f phone, ❑ mail, ❑ counter, by Date: - -� Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: 1049 Date: i z Plans approved by: Date: Structural reviewed by: D Structural approved by: Date: Note transfer by: Date: 6/61 Yellow: Building Division IUBuilding/Plan Check/Data Sheets/data sheet page 2 9.27.05 From: Rutherford, Scott Sent: Friday,, September 09, 2005 4:27 PM To: Graham, Kourtni; Jones, Karen E; Mefford, Alice; Powell, Tammie; Schnurr, Curtis Subject: Fees for Generators Importance: High Karen had someone apply for a 60 Kw generator. The fees in our fee schedule are shown as 109.98 per kw, so 60 x .109.98 = 6598.80. Waaaay to much, something is wrong. I have agreed with admin that this particular charge is incorrect so we will charge by the hour with a minimum of 3 hours, or $329.94, unless they are putting in a structural slab or building which requires plan check. Scott COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES kn)W Website: www.buttecounty.net/dds OWNERS� A.P. # 020-330`006 PR SED BUILDING USE New 0.6 l a (ell • S& DATE 2-29 -o 100'" �J 2/2-413 RECEIPT # DATE REC. \901- BUILDING PERMIT FEES --Vo' bt ut7kX Mt --- Balance Due ..................... $ I �. e`i'o� --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 =$ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 8. SMIP 9. DRAINAGE FEE 10. OTHER 11. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed d g the plan checking process. APPLICANT DATE `1 V Pursuant to Government a Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on our project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 7/05) • memorandum TO: EPIC Wireless/ Verizon Wireless Attn: Regina 381 South Lexington Dr. Folsom, CA, 95630 FROM: Tim Snellings, Director Department of Development Services • I SUBJECT: Use Permit Applications for Addition of Diesel Generators to Existing Verizon Wireless Communications Facilities, Deemed Minor Changes. DATE: March 10, 2006 Department of Development Services Planning Division Summary: Based on analysis and recommendations from the staff of the Development Services Department we have deemed the proposed additions of diesel generators, equipment cabinets, and backup batteries to be "minor changes" to existing use permits. This memorandum grants approval of these minor changes to the five use permit applications referenced below. The approved minor changes consist of addition ' of one backup emergency diesel generator to each existing wireless communications facility, and the addition of four equipment cabinets and back-up batteries within the existing approved footprint of each facility. In each case the wireless facility was allowed by an approved Use Permit or Minor Use Permit, as required by the zoning of each site. Date Project # APN Location Zoning Facility Use Received Permit 12-7-05 MUP 06-02 047-100-191 Hamilton Nord A-40 MUP 00-10 Hwy. 12-22-05 MUP 06-03 040-520-045 Media Way off FR -20 MUP 00-07 Skyway, one mile SW of Paradise 12-01-05 UP 06-05 025-330-006 Hwy. 70, north of U UP 00-12 Cox Lane 12-22-05 UP 06-06 006-400-056 Esplanade, one C-2 MUP 00-15 mile south of Hwy. 99/ Esplanade 1-20-06 UP 06-11 041-220-064 Table Mountain U UP 98-05 Blvd., Oroville EPIC -Verizon Wireless Use PermiVMinor Use Permit Minor Changes Approval Memo, March 10, 2006 Description of Requested Minor Modification: Each of the five use permit applications above is to add a 25-30 KW/3-liter diesel - powered emergency electrical generator and four equipment cabinets to an existing wireless communications facility. These additions would be contained within the original footprint of the approved facility. Each of the above facilities is essentially identical interims of layout and composition of equipment on the site. The proposed additional equipment cabinets include batteries to backup the electronic communications equipment, bridging the time gap between grid -power outage and generator startup. Mr. Kortick of Verizon explained that the backup generators are started remotely as a test each Thursday morning, and run for about 15 minutes,- and remotely monitored as to electrical output. Each facility is serviced once per month, at which time the generators would also receive any required service. Each of the use permit approvals that granted the original wireless facility contained the following standard special condition of approval #3: Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid, and environmental determination as conditionally approved Changes deemed to be major or significant in nature shall require a formal application for amendment. Staff assessed the following potential impacts of the proposed changes: • Noise impacts from generator/hours of operation. • Air quality impacts from generator operations. • Hazards/toxics issues with storage of diesel fuel on the site. • Hazards/toxics issues with backup batteries on the site. DETERMINATIONS: The Development Services Department has made the following determinations: 1) The applications for use permit listed above, are deemed to be requests for "minor changes" to the approved use permit/minor use permit on each site. 2) The proposed changes are consistent with the environmental determination for the originally -approved use permit or minor use permit. 3) The proposed changes are consistent with the County Code 24-262 Wireless Communications Facilities purpose, intent, applicability, exemptions, permit requirements, application requirements, development criteria, and general standards for the zones in which each is respectively located. 4) As no fee structure exists as yet for minor changes to use permits, the original fees paid will be refunded to the applicant minus the cost of the actual staff time spent in processing these minor changes. EPIC -Verizon Wireless Use Permit/Minor Use Permit Minor Changes Approval Memo, March 10, 2006 Environmental Health Department (EHD) Fee: Program Manager Mike Huerta has determined that the Environmental Health Department will assess a $90 fee for the processing of each of these applications, to cover the required staff time. The applicant will need to complete a separate Request for Service Environmental Health Department application for each project. Planning Department Fee: The Planning Department has expended approximately 3.5 hours to process each of these applications. At the standard weighted planning staff rate of $137 per hour (3.5 X $137 = $4.79.50), it is reasonable to conclude that a $480 fee will be deducted from the Use Permit fees already paid for processing each of the five applications. The balance of fees already paid will then be refunded to the applicant. REQUIREMENTS REGARDING THE APPROVED MINOR CHANGES: Planning Division: 1. All previous conditions for Use Permits or Minor Use Permit still apply. The project site shall be developed in accordance with the approved project site plan and the conditions for each Use Permits/Minor Use Permit. All new equipment additions must be installed within the original footprint of the approved facility. Said site plan is on file in the Planning Division. The minor changes are limited to addition of one 25-30 KW/3-liter diesel - powered emergency electrical generator, four equipment cabinets, and backup batteries. All new facilities shall be painted and/or screened from view with adequate landscaping appropriate to the surrounding environment. All aesthetic treatments, including landscaping shall. be maintained as approved for the life of the facility. 4. Minor change approval includes a requirement that the weekly generator tests take place only between the hours of 8:00 a.m. 5:00 p.m., Monday through Friday. 5. As noise impacts are anticipated to be infrequent and short-term, prior to issuance of building permit, the applicant is required to provide technical documentation certifying that the noise levels from generator operation will be less than 70 dB at the perimeter of the facility, per General Plan Noise Element Chart No. 4, conditionally -acceptable level for residential low-density housing. (see attached GENERAC specification sheet of 5/22/03 and comment by Verizon Wireless Engineers of 11/10/05). The applicant is required to install the Series 2000 Sound Attenuated Enclosure for which noise attenuation data was provided. EPIC -Verizon Wireless Use Permit/Minor Use Permit Minor Changes Approval Memo, March 10, 2006 EB '-"`ilding D1V1Slon: 6. Prior to installation of the new equipment, obtain all necessary building permits. Environmental Health Division: Prior to issuance of a building permit, provide written verification that the Butte County Environmental Health Div s on has received and approved a Hazardous Materials Release Response Plan regarding the requested additions. 8. Construction, installation or development of structures or facilities on the parcel 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. 9. 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. 10. Provide plans and specifications to the Butte County Fire Marshal to determine compliance with fire and life safety standards of Titles 19 and 24, California Code of Regulations. 11. Comply with NFPA Standard 110 Emergency Standby Power Systems. Butte County Air Ouality Management District: 12. Prior to issuance of a building permit, provide written verification that the Butte County Air Quality Management District has determined that the proposed diesel generator(s) fall below the State -mandated threshold (37 KW) at which the licensing of such diesel engine installations is required (see attached`letterof January 19,, 200) DEVELOPMENT SERVICES APRIOVAL: I hereby approve the above requested changes to the five approved use permits/minor use permits as listed above vijh thADeterminations and Requirements listed above. ►94 Tim Snellings, Director of Development Services. Date: March 10, 2006 Applicant Acknowledgement and Acceptance: The applicant here acknowledges agreement with and acceptance of the determinations and requirements detailed herein related to minor changes to the five use permit applications referenced above. X Date: ' , EPIC -Verizon Wireless Use Permit/Minor Use Permit Minor Changes Approval Memo, March 10, 2006 4 CC: Doug Fogel, Program, Environmental Health Department Mike Huerta, Program Director, Environmental Health Department Leslie Roberts, Environmental Health Department -Chico Darren Read, Fire Captain, CDF Scott Rutherford, Building Chief Building Permit Files EPIC -Verizon Wireless Use Permit/Minor Use Permit Minor Changes Approval Memo, March 10, 2006 2525 Dominic Drive, Suite J Chico, CA 95928 (530)891-2882 (530) 891-2878 Fax January 19, 2006 Steve Troester, Butte County Development Services Department, Planning Division 7 County Center Drive Oroville, CA 95965 W. James Wagoner Air Pollution Control Officer Robert McLaughlin Asst. Air Pollution Control Officer BUTTE COUNTY IAN 2".' c066 A V1w:i.OPMENT SERVICES RE: Use Permit Applications for Addition of Diesel Generators to Existing Verizon Wireless Communications Facilities Dear Mr. Troester: The District has reviewed the information submitted regarding use permit applications for diesel generators at Verizon Wireless Communications Facilities. The District recommends that Butte County Planning Division consider the following information regarding diesel generators. Stationary internal combustion engines rated at less than 50 horsepower do not currently require written approval or other authorization from the Air Pollution Control Officer prior to installation and/or operation in Butte County. However, the installation of several power generation units (each rated at less than 50 HP) that collectively power one communications system at a location in an effort to circumvent permitting requirements will be considered a violation of District rules, regulations, and policies. District Rule 400, Section 4.13 exempts other sources of minor significance as specified by the APCO. In District Policy 6.6.1., the District has specified that stationary internal combustion engines rated at 50 horsepower or below are exempt from District permitting requirements and do not require an application or request for exemption prior to installation or operation. Thank you for the opportunity to comment on the proposed project. If you have any questions, please contact the District at 891-2882. Sincerely, Gail Williams Air Quality Planner File No 3452 EPIC WIREd.ess 61RO .dP INC. TRANSMITTAL EPIC WIRELESS GROUP, INC. 381 S. LEXINGTON DR. SUITE 103 FOLSOM, CALIFORNIA 95630 PHONE: (916) 984-5921 FAX: (916) 984-3866 Sent /Via ❑ U.S. Postal Service Z Express Delivery ❑ Courier ❑ Blueprint Company ❑ Personally Delivered ❑ Faxed ❑ Faxed and Hard Copy to follow ❑ Other To: Kourtni Graham From: Regina Ivester Date: 3/20/06 Item Transmitted: Elevation Certificate For Site Named: Honcut Comments: Enclosed please find the elevation certificate for building permit # 060436. If you have any questions I can be reached at (916) 533-3521. Thank you, Regina Ivester ❑ Urgent ® For Your Review ❑ Reply ASAP ❑ Please Comment .. Butte CounCyDeparllnent ofDeVelop7lellt s�.tviccs 7 County Center Drive o�uT)rl 0 s: 0 Oroville, CA 95965 _. (530) 538-7601 Telephone r a�..0 0 (530) 538-7785 Facsimile `'OU14 cy BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other. regulatory entities, including but not limited to, Planning,. Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition' of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the .parcel was legally created, adherence.to all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: '0,0000002 0 2-S Applicant Name:0 11A 1AAPN:`_� r Building site address: A�j q I HULN - 70 Permit No.: 0(ow NO I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGN URE OF APPLICANT DA E v Copy to Applicant/EH/File ICForms/BldePermitwithourOcarznces 020705 V1118=11100 ®ac® TP urAu Canv=ma ton Site Demkpmcnt 8421 Auburn Blvd., Suite 258 • Citrus Heights, CA 95610 Phone 916-726-1119 9 Fax: 916-726-0801 February 23, 2006 To Butte County Building Department:. I hereby give Regina Ivester the ability to act in my behalf in regards to my California contractor's license (#750081) Robinson Engineering, Inc. Sincerely, Rob McChesney Vice President Cell 916-214-3040 Email: rob.mcchesney@robinsoneng.com jerry.robinson @ robinsoneng.com SD030 Li uid Cooled Diesel Engine Generator Sets Liquid g Standby Power Rating Prime Power Rating 30KW 60 Hz / 30KVA 50 Hz 25KW 60 Hz / 25KVA 50Hz FEATURES O INNOVATIVE DESIGN & PROTOTYPE TESTING are key components of GENERAC'S success in "IMPROVING POWER BY DESIGN." But it doesn't stop there. Total commitmentto component testing, reliability testing, environmental testing, destruction and life testing, plus testing to applicable CSA, NEMA, EGSA, and other standards, allows you to choose GENERAC POWER SYSTEMS with the confidence that these systems will provide superior performance. 0 TEST CRITERIA: ✓ PROTOTYPE TESTED ✓ SYSTEM TORSIONAL TESTED ✓ ELECTRO -MAGNETIC INTERFERENCE ✓ NEMA MG1 EVALUATION ✓ MOTOR STARTING ABILITY ✓ SHORT CIRCUIT TESTING ✓ UL 2200 COMPLIANCE AVAILABLE ■ SOLID-STATE, FREQUENCY COMPENSATED VOLTAGE REGULATION. This state-of-the-art power maximizing regulation system is standard on all Generac models. It provides optimized Power Matched Turbocharged FAST RESPONSE to changing load conditions and MAXIMUM MOTOR STARTING CAPABILITY by electronically torque -matching the surge loads to the engine. i SINGLE SOURCE SERVICE RESPONSE from Generac's dealer network provides parts and service know-how for the entire unit, from the engine to the smallest electronic component. You are never on your own when you own a GENERAC POWER SYSTEM. ■ ECONOMICAL DIESEL POWER. Low cost operation due to modern diesel engine technology. Better fuel utilization plus lower cost per gallon provide real savings. ■ LONGER ENGINE LIFE. GENERAC heavy-duty diesels provide long and reliable operating life. GENERAC TRANSFER SWITCHES, SWITCHGEAR AND ACCESSORIES. Long life and reliability. is synonymous with GENERAC POWER SYSTEMS. One reason for this confidence is that the GENERAC product line includes its own transfer systems, accessories, switchgear and controls for total system compatibility. G E C° POWER SYSTEMS, INC. APPLICATION & ENGINEERING DATA GENERATOR SPECIFICATIONS TYPE................................................................Four-pole, revolving field ROTOR INSULATION..................................................................Class F STATOR INSULATION.................................................................Class F TOTAL HARMONIC DISTORTION...................................................<5% Liter (149 cu. in.) TELEPHONE INTERFERENCE FACTOR (TIF)................................<50 ALTERNATOR ...........................................Self -ventilated and drip -proof BEARINGS (PRE-LUBED 8 SEALED).................................................1 COMPRESSION RATIO...................................................................18:1 COUPLING.............................................................. Direct, Flexible Disc LOAD CAPACITY (STANDBY) .......................................................100% NUMBER OF MAIN BEARINGS...........................................................5 LOAD CAPACITY (PRIME).............................................................110% CONNECTING RODS..............................................4-Drop NOTE. Emergency loading in compliance with NFPA 99, NFPA 110, paragraph 5-13.2.6. Generator rating and performance in accordance with IS08528-5, BS5514, SAE J1349, IS03046 and DIN6271 standards. EXCITATION SYSTEM O DIRECT......................................................... DC excitation system ✓ Low-velocity brushes and slip rings ✓ O BRUSHLESS ............................... Magnetically coupled DC current ✓ Eight -pole exciter w/ battery -driven field boost ✓ Mounted outboard of main bearing ✓ REGULATION..................................................................... Solid-state ✓ +1 % regulation ✓ GENERATOR FEATURES ■ Four pole, revolving field generator, directly connected to the engine shaft through a heavy-duty, flexible disc for permanent alignment. ■ Generator meets the temperature rise standards for class "F" insulation as defined by NEMA MG1-32.6, while the insulation system meets the requirements for The higher class "H" rating. o All prototype models have passed a three-phase symmetrical short circuit test to assure system protection and reliability. N All prototype models are tested for motor starting ability by measuring the instantaneous voltage dip with a waveform data acquisition system. ■ All models utilize an advanced wire harness design for reliable interconnection within the circuitry. ■ Magnetic circuit, including amortisseur windings, tooth and skewed stator design, provides a minimal level of waveform distortion and an electromagnetic interference level which meets accepted requirements for standard AM radio, TV, and marine radio telephone applications. ■ Voltage waveform deviation, total harmonic content of the AC waveform, and T.I.F. (Telephone Influence Factor) have been evaluated to acceptable standards in accordance with NEMA MG1-32. 0 Alternator is self -ventilated and drip -proof constructed. ■ Fully life -tested protective systems, including "field circuit and thermal overload protection" and optional main -line circuit breakers capable of handling full output capacity. i System Torsional acceptability confirmed during Prototype Testing. SD030 ENGINE SPECIFICATIONS MAKE......................................................................................... DEERE MODEL.......................................................................................... 2ADT CYLINDERS...............................................................................4 in-line DISPLACEMENT....................................................2.4 Liter (149 cu. in.) BORE............................................................................86 mm (3.39 in.) STROKE......................................................................105 mm (4.13 in.) COMPRESSION RATIO...................................................................18:1 Type, 2100 PSI INTAKE AIR.......................................................................Turbocharged swirl chamber NUMBER OF MAIN BEARINGS...........................................................5 mm (0.25 in.) CONNECTING RODS..............................................4-Drop forged steel CYLINDER HEAD .......................................Cast iron wl overhead valve PISTONS..................................................................... 4 -Aluminum alloy CRANKSHAFT................................................................... Forged Steel VALVE TRAIN LIFTER TYPE.................................................................................. Solid INTAKE VALVE MATERIAL ..................................................... High Temp EXHAUST VALVE MATERIAL ............:................................... High Temp ENGINE GOVERNOR 0 ELECTRONIC...................................................................... Standard FREQUENCY REGULATION, NO-LOAD TO FULL LOAD ....Isochronous STEADY STATE REGULATION...............................................+0.25% LUBRICATION SYSTEM TYPE OF OIL PUMP.......................................................................Gear OIL FILTER.................................................................Full flow, cartridge CRANKCASE CAPACITY............................................................ 7.5 qts. COOLING SYSTEM TYPE OF SYSTEM ...................................Pressurized, closed recovery WATER PUMP ..................................................... Pre-lubed, self-sealing TYPE OF FAN............................................................................. Pusher NUMBER OF FAN BLADES..................................................................6 DIAMETER OF FAN.................................................457.2 mm (18.0 in.) COOLANT HEATER..........................................................120V, 1000 W FUEL SYSTEM FUEL........................................................... #2D Fuel (Min Cetane #40) (Fuel should conform to ASTM Spec.) FUEL FILTER..........................................................................10 Micron FUEL INJECTION PUMP ......................................................Bosch (VE) FUEL PUMP .................................................... Engine Driven Gear Type INJECTORS..........................................................Pintel Type, 2100 PSI ENGINE TYPE........................................Pre-combustion, swirl chamber FUEL LINE (Supply)...................................................6.35 mm (0.25 in.) FUEL RETURN LINE ...............................................3.17 mm (0.125 in.) ELECTRICAL SYSTEM BATTERY CHARGE ALTERNATOR ............................. 42 Amps at 12 V STARTER MOTOR.....................................................12 V 290A @ 0 °C RECOMMENDED BATTERY .............................. (1) - 12 V, 90 A.H., 27F GROUND POLARITY................................................................Negative Rating definitions - Standby Applicable for supplying emergency power for the duration of the utility power outage. No overload capability is available for this rating. (Ali ratings in accordance with BS5514, IS03046 and DIN6271). Prime (Unlimited Running Time): Applicable for supplying electric power in lieu of commercially purchased power. Prime power is the maximum power available at variable load. A 10% overload capacity is available for 1 hour in 12 hours. (All ratings in accordance with BS5514, IS03046, IS08528 and DIN6271). GENERAC& POWER SYSTEMS, INC. SD030 OPERATING DATA " Note: Values given are maximum temperatures to which power adjustments can be applied. Consult your Generac Power Systems representative if operating conditions exceed these maximums. Altitude and temperature derations are emissions certification contingent by engine manufacturer. Actual power deration may be less than published values. STANDBY PRIME SD030 SD030. GENERATOR OUTPUT VOLTAGE/KW-60Hz Rated kW Rated AMP Rated kW Rated AMP 120/240V, 1 -phase, 1.0 pf - 30 125 25 104 120/208V, 3-phase, 0.8 pf NOTE: consult your 30 104 25 87 120/240V, 3-phase, 0.8 pf Generac dealer for 30 90 25 75 277/48OV, 3-phase, 0.8 pf additional voltages. 30 45 25 38 600V, 3-phase, 0.8 pf 30 36 25 30 GENERATOR OUTPUT VOLTAGE/KVA-50Hz Rated kVA Rated AMP Rated kVA Rated AMP 110/220V. 1 -phase, 1.0 pf 24 109 20 91 115/200V, 3-phase, 0.8 pf NOTE: Consultyour 30 87 25 72 100/200V, 3-phase, 0.8 pf Generac dealer for 30 87 25 72 231 /400V, 3-phase, 0.8 pf additional voltages. 30 43 25 36 480V, 3-phase, 0.8 pf 30 36 25 30 MOTOR STARTING KVA Maximum at 35% instantaneous voltage dip 200/240V 400/480V 200/240V 4001480V Stand -50/60 Hz 55/69 61/76 55/69 61 /76 FUEL Fuel consumption -60 Hz Load 251% 5so% 75% i°L 5°0 56 u im gal./hr. 0.9 1.7 2.4 3.1 0.6 1.1 1.6 2.5 liters/hr. 3.3 6.3 9.1 11.7 2.2 4.3 6.1 9.4 Fuel consumption -50 Hz gal./hr. 0.7 1.3 1.9 2.5 0.5 0.9 1.3 2.0 liters/hr. 2.7 5.1 7.3 9.4 1.8 3.4 4.9 7.6 Fuel pump lift meters (in.) 0.9(36) 0.9(36) COOLING Coolant capacity System - lit. (US gal.) 11.2 (3.0) 11.2 (3.0) Engine - lit. (US gal.) 2.6 (0.7) 2.6 (0.7) Radiator- lit. (US gal.) 8.6 (2.3) 8.6 (2.3) Coolant flow/min. 60 Hz - lit. (US gal.) 90.8 (24) 90.8 (24) 50 Hz - lit. (US gal.) 75.7 (20) 75.7 (20) Heat rejection to coolant BTU/hr. 120,000 96,000 Inlet air 60 Hz - m3/min. (cim) 130 (4,600) 130 (4,600) 50 Hz - m3/min. (cfm) 109 (3,800) 109 (3,800) Max. operating air temp onto radiator 'see note °C ("F) 60 (140) 60 (140) Max. operating ambient temp 'see note °C ("F) 50 (122) 50 (122) COMBUSTION AIR REQUIREMENTS Flow at rated power 60 Hz - m3/min. (cfm) 3.1 (109) 2.5(89) 50 Hz - m3/min. (cim) 2.4(85) 2.0(69) EXHAUST Exhaust flow at rated output 60 Hz m3/fiin. (cfm) 8.9(316) 7.2(253) 50 Hz - W/min. (cfm) 7.0(247) 5.6(197) Max recommended back pressure Kpa ("Hg) 5.0 (1.5) 5.0 (1.5) Exhaust temp at rated output . • °C (°F) 549 (1100) 510 (1010) Exhaust outlet size ".N.P.T. (female) 2.5" 2.5" ENGINE Rated RPM 60 Hz / 50 Hz 1800/1500 1800/1500 HP at rated KW 60 Hz / 50 Hz 48/37.5 39/31 Piston speed 60 Hz - m/min. (ft./min.) .378 (1239) 378 (1239) 50 Hz - m/min. (ft./min.) 315 (1033) 315 (1033) BMEP 60 Hz / 50 Hz - psi 144/135 118/110 POWER ADJUSTMENTS FOR AMBIENT CONDITIONS Temperature 5% for every 10°C above - "C 25 25 2.77% for every 10°F above - "F 77 77 Altitude 0.8% for every 100 m above - m 183 183 -2.7% for every 1000 ft. above -ft. 600 600 " Note: Values given are maximum temperatures to which power adjustments can be applied. Consult your Generac Power Systems representative if operating conditions exceed these maximums. Altitude and temperature derations are emissions certification contingent by engine manufacturer. Actual power deration may be less than published values. STANDARD ENGINE & SAFETY FEATURES SD030 1■ High Coolant Temperature Automatic Shutdown ■ Low Coolant Level Automatic Shutdown ■ Low Oil Pressure Automatic Shutdown ■ Overspeed Automatic Shutdown (Solid-state) ■ Crank Limiter (Solid-state) ■ Oil Drain Extension ■ Radiator Drain Extension ■ Factory -Installed Cool Flow Radiator ■ Closed Coolant Recovery System ■ UV/Ozone Resistant Hoses ■ Rubber -Booted Engine Electrical Connections ■ Secondary Fuel Filter ■ Fuel Lockoff Solenoid OPTIONS ■ OPTIONAL COOLING SYSTEM ACCESSORIES O 208/240V Coolant Heater ■ OPTIONAL FUEL ACCESSORIES Q Flexible Fuel Lines (D UL Listed Fuel Tanks O Base Tank Low Fuel Alarm O Primary Fuel Filters ■ OPTIONAL EXHAUST ACCESSORIES :J Critical Exhaust Silencer (Std. on enclosed gensets) ■ OPTIONAL ELECTRICAL ACCESSORIES 0 Battery, 12 Volt, 90 A.H., 27F O 2A Battery Charger 10A Dual Rate Battery Charger O Battery Heater ■ OPTIONAL ALTERNATOR ACCESSORIES 0 Alternator Strip Heater 0 Alternator Tropicalization 0 Voltage Changeover Switch p Main Line Circuit Breaker ■ CONTROL CONSOLE OPTIONS C) H-100 Digital Controller O Modem for H-100 ■ Stainless Steel Flexible Exhaust Connection ■ Battery Charge Alternator ■ Battery Cables ■ Battery Tray ■ Vibration Isolation of Unit to Mounting Base ■ 12 Volt, Solenoid -activated Starter Motor ■ Air Cleaner ■ Fan Guard ■ Control Console ■ Coolant Heater ■ Radiator Duct Adaptor ■ ADDITIONAL OPTIONAL EQUIPMENT 0 Automatic Transfer Switch O 3 Light Remote Annunciator hJ 5 Light Remote Annunciator O 20 Light Remote Annunciator 0 Road Ready Trailer 0 Unit Vibration Isolators O Oil Make -Up System O Oil Heater O 5 Year Warranties O Export Boxing O Gent-inke, Communications Software ■ OPTIONAL ENCLOSURE O Weather Protective p Sound Attenuating O Aluminum and Stainless Steel O Enclosed Muffler Distributed by: Design and specifications subject to charge without notice. Dimensions shown are approximate. contact your Generac dealer for certified drawings. DO NOT USE THESE DIMESIONS FOR INSTALLATION PURPOSES. 112.1 17.9 � 38.0 o 44.0 45.7 ®® IO O I Fes— 76.0 34.5 --i LEFT SIDE VIEW REARVIEW GENERAC' POWER SYSTEMS, INC. - P.O. BOX B WAUKESHA, WI 531 B7 262/544-4B1 1 • FAX 262/544-4851 Bulletin 0169530SBY / Printed in USA 08.05, rev: 08.05 0 2005 Generac Power Systems, Inc. All rights reserved. All specifications subject to change without notice. OC6602 NOTE IO R677 ER26.661 TYP. ■710 C27.96'1 [NAT. ASP.]--.�{I}�' - ■600 123.63'7 CTURH07 I I I _ 247 [9.72'3] 204 18.03']] 839 49 (1.931 j TYP 013.5 100.53'3 MOUNTING HOLES 8 HOLES ON BOTTOM 110 14.33'3 TYP AIR CLEANER [NAT. ASP.] AIR CLEANER [TURBO] -454 (17.87'] NOTE 14 - 1117 [43.981 TYP. 117 NOTE 2 i ■ 243 C9.56'3 CTURBOI - ■ 293 (11.539 CNAT. ASP.) B 309 12.171 STUB -UP AREA STUB -UP AREA, SEE NOTE 11, NOTE 12 AND CHART norm I794 131Z5AREA ' t I j ENGINE SERVICE CONNECTIONS FUEL INLET '1/4' NPT COUPLING FUEL RETURN = I/4' RECOMMENDED FUEL/ELECTRICAL STUB -UPS OIL DRAIN I/2 ' NPNPT COUPLING T COUPLING (SEE TOP VIEW) EXHAUST OUTLET - 2.0' NPT EXHAUST MANIFOLD AS SHOWN [3N OPEN SET NOTES, - 2-1/2' 0. D. MUFFLER OUTLET WITH COMPARTMENT 1. CONTROL PANEL MAY BE ROTATED 180' IN EITHER DIRECTION. 2. STANDARD BLOCK HEATER REQUIRES 120Y AC CONNECTION (ALSO OPTIONAL BATTERY CHARGER, 6 BATTERY HEATER). 3. COM.ECTION POINTS FOR AC LOAD LEADS AND ENGINE AUTOMATIC START/STOP CONTROL VIRES PROVIDED IN AC C1INNECTION PANEL. 4. EXHAUST MUFFLER SUPPORT BRACKETS SUPPLIED VITH OPTIONAL COMPARTMENT. 5. 12 VOLT NEGATIVE GROUND SYSTEM. BATTERY TRAY INSIDE D IMENSIONS� 1.1 X 253 (7.4 X 9.% 1 �T 6. 2.5' I. D. FLEX EXHAUST, STANDARD WITH COMPARTMENT I UNITS, OPTIONAL WITHOUT. 471 [18.54'] FUEL SYSTEM SET UP WITH OUTSIDE STUB UPS 7. MAIN LINE CIRCUIT BREAKER. (SEE LEFT SIDE VIEW), UNITS SOLD WITH B. REMOVABLE BLANK PANEL FOR OPTIONAL 2ND MAIN LINE OPTIONAL BASE TANK HAVE FUEL SYSTEM CIRCUIT BREAKER. PLUMBED TO TANK. 9, OPTIONAL COMPARTMENT. 1 lO.D00RS MUST BE OPENED 90 DEGREES TO BE REMOVED. WEIGHT DATA 11. STUB -UPS - N 12 E 71 12.80'3 1 UNIT, 607 k 11336 Ibsl STANDARD BASE TANK REQUIRES ALL STUB -UPS SEE 305It"99.7 g OUTSIDE OR IN THE REAR TANK STUB -UP AREA. STONE GUARD STEEL COMPARTIgNT� 209 k0 1160 Ibs1AND �AT SEE NOTE 13 12.'A' OR 'A1' MAY BE USED FOR UNITS WIT14MJT A BASE TANK ALT RADIATOR END VIEW DEPENDING ON CIRCUIT BREAKER LOCATION. IR �WITH CWT1[7NAL 'MNE GUARD USE STUB -UP AREA 'B' FOR UNITS WITH BASE TANKS. w - 37'(1.44.7 UNITS. nn CINCHES] 13. STONE GUARD AND AIR DUCT ADAPTER ARE OPTIONS AND CAN BE ORDERED FOR UNITS WITHOUT ENCLOSURES ONLY. 14.SEE DRAWING OC3850 FOR DUCT REMOVAL. REMOVAL OF FRONT 570 122.441 TYP DUCT WILL PROVIDE ACCESS TO MUFFLER FOR SERVICING. REMOVAL OF REAR DUCT WILL PROVIDE ACCESS TO THE LOWER TOP OR PLAN VIEW O CONNECTION PANEL TO'MAKE AC LOAD LEAD, ENGINE AUTOMATIC EXHAUST MANIFOLD START/STOP, AND MAIN LINE CIRCUIT BREAKER C13NNECTICINS 2.0' NPT FEMALE -2838 [111.731 CTURBO 6 NAT. ASP.] ■ NOTE. DIMENSIONS ARE TO THE CENTER OF THE OUTLET ON EXHAUST 454 [1787'] MANIFOLD. DIMENSIONS SHOULD BE USED AS A REFERENCE WHEN %5 137.99'7--{ EXHAUST SYSTEM IS NOT ORDERED. APPLIES TO OPEN SET ONLY. -NOTE 4 NOTE 9 NOTE 14 I ' NOTE 6 r 935 [36.82'] T-- [TURBO] NOTE 2 -+{ 42 [Ib5'] 110 (4.33'7+' r---�-1.7AI 128.23'1 ] AOR DUCT 665 126.18'7 \ 79 E3.II 728 [28.66'3 767 C30".1 IFfT SIDE VIEW APPLICABLE TD CNAT Acp 7 SD -25 1160 NOTE 1 O NOTE 3 NOTE 7 FUEL RETURN 1/4' NPT FEMALE OIL DRAIN 1/2' NPT FEMALE FUEL INLET I/4' NPT FEMALE NOTE 8I OPTIONAL AIR DUCT ADAPTER 7'1 LIFTING EYE SEE NOTE 13 (4 PLACES) AIR OUT ■ 751[29.56'1 [NATAT . ASP.) W O 158 [6.22.7 �i 877 [34.51'7 I' 1031 [40.57'7 CENTER OF GRAVITY OA REAR VIEW 1930 (75.98'7 RIGHT SIDE VIEW ane■c n�a imw ew ue as.emlr v no a...rA MN■OR 01,4 OY .a rO1 A P i/Ra V111m1 OeQt YCT1a meal O m6C ,pa n11O6 ®mac nw4 n.1w 4. INSTALL DRAWING, 3,OL DIESEL 390 ALTERNATOR WITH I ACOUSTIC ENCLOSURE ISSUE DATE 6/3/02 546 121.49.1 AIR DUCT 312 112.309 999uwa�WN`l/G6� LP�/�OO)%VM3 Vl'/4AlFml1�1 P.O. BOX B WAUKESHA. WIS. 53187 c OC6602-B.DWG sI:EB UE -1 = 30USET 3 -OL HA OC6602 ��B INSIDE DESCRIPTION BASE AC LOAD LEAD CONDUIT (RIGHT) A (LEFT) Al 120/240V AC FOR OPT. BATTERY HARGER, OPT. BATTERY HEATER BO AND BLOCK HEATER AC LOAD LEAD CONDUIT HOOK-UP O USED WITH BASE TANK AS SHOWN [3N OPEN SET NOTES, - 2-1/2' 0. D. MUFFLER OUTLET WITH COMPARTMENT 1. CONTROL PANEL MAY BE ROTATED 180' IN EITHER DIRECTION. 2. STANDARD BLOCK HEATER REQUIRES 120Y AC CONNECTION (ALSO OPTIONAL BATTERY CHARGER, 6 BATTERY HEATER). 3. COM.ECTION POINTS FOR AC LOAD LEADS AND ENGINE AUTOMATIC START/STOP CONTROL VIRES PROVIDED IN AC C1INNECTION PANEL. 4. EXHAUST MUFFLER SUPPORT BRACKETS SUPPLIED VITH OPTIONAL COMPARTMENT. 5. 12 VOLT NEGATIVE GROUND SYSTEM. BATTERY TRAY INSIDE D IMENSIONS� 1.1 X 253 (7.4 X 9.% 1 �T 6. 2.5' I. D. FLEX EXHAUST, STANDARD WITH COMPARTMENT I UNITS, OPTIONAL WITHOUT. 471 [18.54'] FUEL SYSTEM SET UP WITH OUTSIDE STUB UPS 7. MAIN LINE CIRCUIT BREAKER. (SEE LEFT SIDE VIEW), UNITS SOLD WITH B. REMOVABLE BLANK PANEL FOR OPTIONAL 2ND MAIN LINE OPTIONAL BASE TANK HAVE FUEL SYSTEM CIRCUIT BREAKER. PLUMBED TO TANK. 9, OPTIONAL COMPARTMENT. 1 lO.D00RS MUST BE OPENED 90 DEGREES TO BE REMOVED. WEIGHT DATA 11. STUB -UPS - N 12 E 71 12.80'3 1 UNIT, 607 k 11336 Ibsl STANDARD BASE TANK REQUIRES ALL STUB -UPS SEE 305It"99.7 g OUTSIDE OR IN THE REAR TANK STUB -UP AREA. STONE GUARD STEEL COMPARTIgNT� 209 k0 1160 Ibs1AND �AT SEE NOTE 13 12.'A' OR 'A1' MAY BE USED FOR UNITS WIT14MJT A BASE TANK ALT RADIATOR END VIEW DEPENDING ON CIRCUIT BREAKER LOCATION. IR �WITH CWT1[7NAL 'MNE GUARD USE STUB -UP AREA 'B' FOR UNITS WITH BASE TANKS. w - 37'(1.44.7 UNITS. nn CINCHES] 13. STONE GUARD AND AIR DUCT ADAPTER ARE OPTIONS AND CAN BE ORDERED FOR UNITS WITHOUT ENCLOSURES ONLY. 14.SEE DRAWING OC3850 FOR DUCT REMOVAL. REMOVAL OF FRONT 570 122.441 TYP DUCT WILL PROVIDE ACCESS TO MUFFLER FOR SERVICING. REMOVAL OF REAR DUCT WILL PROVIDE ACCESS TO THE LOWER TOP OR PLAN VIEW O CONNECTION PANEL TO'MAKE AC LOAD LEAD, ENGINE AUTOMATIC EXHAUST MANIFOLD START/STOP, AND MAIN LINE CIRCUIT BREAKER C13NNECTICINS 2.0' NPT FEMALE -2838 [111.731 CTURBO 6 NAT. ASP.] ■ NOTE. DIMENSIONS ARE TO THE CENTER OF THE OUTLET ON EXHAUST 454 [1787'] MANIFOLD. DIMENSIONS SHOULD BE USED AS A REFERENCE WHEN %5 137.99'7--{ EXHAUST SYSTEM IS NOT ORDERED. APPLIES TO OPEN SET ONLY. -NOTE 4 NOTE 9 NOTE 14 I ' NOTE 6 r 935 [36.82'] T-- [TURBO] NOTE 2 -+{ 42 [Ib5'] 110 (4.33'7+' r---�-1.7AI 128.23'1 ] AOR DUCT 665 126.18'7 \ 79 E3.II 728 [28.66'3 767 C30".1 IFfT SIDE VIEW APPLICABLE TD CNAT Acp 7 SD -25 1160 NOTE 1 O NOTE 3 NOTE 7 FUEL RETURN 1/4' NPT FEMALE OIL DRAIN 1/2' NPT FEMALE FUEL INLET I/4' NPT FEMALE NOTE 8I OPTIONAL AIR DUCT ADAPTER 7'1 LIFTING EYE SEE NOTE 13 (4 PLACES) AIR OUT ■ 751[29.56'1 [NATAT . ASP.) W O 158 [6.22.7 �i 877 [34.51'7 I' 1031 [40.57'7 CENTER OF GRAVITY OA REAR VIEW 1930 (75.98'7 RIGHT SIDE VIEW ane■c n�a imw ew ue as.emlr v no a...rA MN■OR 01,4 OY .a rO1 A P i/Ra V111m1 OeQt YCT1a meal O m6C ,pa n11O6 ®mac nw4 n.1w 4. INSTALL DRAWING, 3,OL DIESEL 390 ALTERNATOR WITH I ACOUSTIC ENCLOSURE ISSUE DATE 6/3/02 546 121.49.1 AIR DUCT 312 112.309 999uwa�WN`l/G6� LP�/�OO)%VM3 Vl'/4AlFml1�1 P.O. BOX B WAUKESHA. WIS. 53187 c OC6602-B.DWG sI:EB UE -1 = 30USET 3 -OL HA OC6602 ��B OD5365E 22- 100 TYP 841 244.5 1 r TYP 49.5 —' 151.5 TYP GENERATOR FLUID RETAINMENT BASIN (APPROX, 71 LITE 19 GALLON CAPACIT A FUEL RUPTURE BASIN (APPROX, 1048 LITER - 277 GALLON CAPACITY) OA FLUID CONTAINMENT TOTAL CAPACITY (APPROX, 1119 LITERS— .296 GALLONS) 1936 540.5 14,3 X 25.4 SLOT TYP TOP & BOTTOM (20) TOTAL FUEL RETURN 3NPTPRIMARYO W/ CHECK. VALVE CONTAINMENT FUEL SUPPLY EMERGENCY VENT W/ CHECK VALVE 1 1/4'NPT AND FUSIBLE LINK PIPE PLUG SAFETY SHUT CUSTOMER OFF VALVE OPTION FUEL FILL . SENSOR I� m 972.5 TYP — 1079.5- -1129.5- 1263.5 079.5- 1129.5- 1263.5 TYP 409.5 — NORMAL VENT FUEL GAUGE AND SENDER TO E—PANEL 2360 NOTE, SECTION A—A_ TANK SHALL BE MARKED WITH 3' HIGH LETTERS TO INDICATE DIESEL FUEL USE ONLY AND CAPACITY IN GALLONS, 121/12 —A �}4mRHr,RV"nY 18' 4gtfl't7 Im Ys°oEE Ik6"E°E 21'&NIEA R/II/D —B r�i r�Nlnnar IN[ s�mNerRl CDNTAINNENT 359 (ELECTRICAL STUP UP AREA—REMOVABLE STUP—UP AREA END PLATE NOT SHOWN) 907 941 TYP A 304.5 TYP 17 TYP APPROVED FOR' PRODUCTION- ---------------------- SIGNATURE PRINTED NAME COMPANY NAME -- ----------- ------- DATE GENERATOR FLUID RETAINMENT BASIN LEAK DETECTION SWITCH (PROVIDES ALARM AT E—PANEL WHEN RETAINMENT BASIN IS APPROXIMATELY 50% FULL) 470.5 174.5 O3' NPT SECONDARY CONTAINMENT EMERGENCY VENT I 59 �I . 5700 SECONDARY CONTAINMENT L�'�LEAK 143,5—moi DETECTION SWITCH CST. VT. D -1-C TITLC&9Mmm %9 SUBMITTAL,210� GAL, TANK -MT< VT. ®VOTTM 9 W/BASIN, VERIZON WIRELESS fffmg(p D❑ NOT SCALE ALL DIMENSIDN3AD Noxa MATERIAL VALIKSnWIS.571I7 SL[FILE HY.S-19A14M94 NAME OD5365E—B.DWG SIZEB UNLESS DTM["VI:` SVEDITIED , °"" JMG 10"--29-02 MTD Dw" "w" 1 = 16 -5'r 3.9L DIESEL nLL•N DIM. ----�1 MRNn ALL %% .X DIM---- tl LHIID D"TC wTFO OATC DVD ND. REV ALL Awns TID"' - ALL PR]i1LED/1it KM Racns[o raR er ow TL O D 5 3 6 5 E B vwooucTEav PERMIT NO. 1 71-8 B, P, E M PERMIT EXPIRES C % OWNER CLINT AVERS CONTR. owner .ASSESSOR PARCEL 25-18-1QPnrt LOCATION 2147 Hwy 70,Or.oville S Temp. Power Pole Called PG&E emp. lec. Service - C d� a Called PG&E Temp. Gas Service. Called PG&E i JOB FINALED (Date) - 0 Signature =OK ''O=Not OK - = Not Applicable Not Ready RESIDENTIAL (SingLe and Duplex) Date U1441DERFLOOR (Plans) OK except #'s -oning-Setbacks;- Easements- Flood -Slope Ftg., Main; Soils-Steel-Elec. Grn Z) /" Ftg. Depth JA F!q., Garage; Soils -Steel-/ /" Ptg. Depth ,tg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 1.,5. S efnwalls, Main; Steel-Blockouts-Wripped 1, . Stemwalls, Garage; Steel- Blockouts-Wrapped 7. Slab; Steel-Wrapped(V'2--4V- ��t �Pi rs-Fireplace Ftg.-Steel (y . D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test i, 10. Gas Pipe; Size -Anchors a 11. Water Pipe; Test -Anchors -Regulator -Service Test nd s; Clearance-Material-Supprt-Ins. G ders-Sills-Anchor Bolts -Joists -Vents -Cripples . 68'Insulation Card -B1 Date _ and -B1 Date tF-/Z -g Card -B1 Date _ 4 Card -B1 Date (/ -I,,/- Date PLU ING (Permit) OK except #'s ft6ater Ht. Vent -Access -Combustion Air -Baffle 07.,Water Pipe; Test & Anchors -Nail Protection 8. D.W.V.; Test-Fttngs & Anchors -Nail Protection / . ower an; 1est7First Floor -Tub Access `IT I est I u ower, 2nd Floor -Tub Access 1. Gas Pipe; Size & Anchors Card -B1 DatW r . Card -61 Date ( -�$* Card-B1DateG 11�QgCard-B1 Date Date ELECTRICAL (Permit) OK except #'s 2?, & Transformer Clearance -Ins. Protection 3.,gl . Receptacles Spacing -Lights & Switches at Doors 4. Boxes & No. of Conductors -Stapled kf25. Romex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. moire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 9, Service -Riser Conductors & Ground -Main Disconnect 31. quip. Clearances Panels-Motors-Mech. Equip. ,nithes Closet Light -Shower Light -Spa Light ��° moke Detector Card -131 Date/o and -B1 Date Card -131 Date V and -B1 Date Date M CNANICAL (Permit) OK except #'s 4. A.C. Ducts Insulation & Support Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet Attic Access & Platform if Furnace in Attic Card -B1 C.40Date - Card -B1 Date Card -131 Date Card -131 Date Date FFIAMING (Plans) OK except #'s Sills, Proper Material & Anchors 4 . Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 4 Bearing Walls over Girders & Floor Nailing 42. raft Stop in Walls (rat proof) 3. Ore Stops; Furred Ceilings -Stairs -Chases -Tub 4. Header & Beam -Size & Bearing Date FOIAMING (Continued) Hangers -Post Caps -Anchors -Connectors r W. C . Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. Fir lace Ties or Type A Flue -Fireplace Throat Clearance 8. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4,, ' drm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing aj PLopea,V I inp Firpwall & Openings xt. Doors -One T -Check Garage -3rd story, 2 exits oom-Rise-Run-Landing-Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer ucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ' zing Area -Glass Protection -Skylights -Plastic hear Walls; Naili -Bolts /,0. lnsulati- all g. 60. Infiltration- ails-Wndws Card -B1 rdo Date i Card -B1 Date Card -B1 p Date /L�ard-B1 Date Date F (Plans) OK except #'s ,sr,02 i!!xt. Steps -Door & Sidelight Protection -Landings 2. Smoke Detector rnace; Vents -Clearance -Comb. Air -Connector - Garage; Above Floor-Ducts-Mech. Protection edroom Exiting 6 G .I. & Bath Fixtures & ub Access -S 6 ec. Trim &ub a Breaker Size La s 67. Fir lace or Stove; Clearances -Hearth E Outlets at Wood Panel; Int. & Ext. 00-Ky. Fixt. & Appliance; Grnd:.-Air Gap -Co ng Clearance ICTOCElec. Outlets & Receptacles Kit"_ u 2.. arage Fire Door; Swing -Landing -Closer C. Duct in Garage -Damper yV4 Wtr. Htr.; Vents -Clearance -Com - - nector-P.R.V.- 7V n Garage; Above Floor -Me . Pr ion 5. P ., Elec. & Mech. Equip. Listed for Location PK Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 77. Insulation -Foam -Looked in Attic 43'Ves 42 f. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Driv ❑ Yes m-N�Walks ❑ Yes "o; Planters ❑ Yes eo nish 2. A.C. Unit; Disconnect, Electrical, Plumbing Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to penings. 84. Water Well; Disconnect, Electrical, Plumbing xterior Elec. Trim; G.F.I. Receptacle -Underground 6. Ventilation throughout House Glass Protection `'d ` Corrections fr reviou pections IJ 89. Gas Te -Meters Tagged; Gas -Electric r & Sewer Connected -C/O to Grade -HD Approval . -- nergy Compliance Certificate -Other Certificates 92. Roofing Certificate Card -B1 Dat - Card -B1 Date Card -B1 Date Card -B1 Date Card -B1. Date ,4D W)Card-B1 Date CornmeAla at Final: (NOTE: An entry must be made each time you visit job site) = OK 0 Not OK- Not Not Readyiable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / PV ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance Card -81 Date Card -61 Date Card -131 Date Card -131 Date Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Card -131 Date Card -131 Date Card -B1 Date Card -61 Date • MISCELLANEOUS Date DECKS, COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -131 Date Card -131 Date Card -131 Date Card -131 Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter,; or need additional explanation, please contact this office immediately. Inspector DateaG ,0. G — 96 r COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 -i CORRECTION NOTICE ER A routine inspection indicates that the following violations of County. Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining[[ to this patter, or need additional explanation, please contact this office immecjlately. �-- n /7 19 Ilea(() Inspector Date h"� COUNTY OF BUTTE ` DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 .Y 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 t CORRECTION NOTICE / / V j5 OWNER T PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed.* If com you have an p y y question pertaining to this matter, or need additional explanation, please contact this office immediately.' �1�o // 6L- i' .11 a S C? 1 O'ery V[ /�. Inspector Date 9 — �Y5 w1 fb yti e � IrR..-. -� +�-ism- .�''•�''-4��-�.��"g!�'--M.7'r� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico —.Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE ALV OWNER r PERMIT N�. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately.' Inspector Date "'n�',`•vEi `"{�� r'�.(��+�•` - ^' ; Cyt ..' Y'y:'� j"77 77 .,r i 2,KY_s i CLINT AKERS Per+ait so J h� ITh µ' b• ��, • Y. ENEIt-CY C ERT IFICAT ION iI i LOCATION DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR HAIL Material Fiberglass Thickness(inches)_ 6 4 " CEIL C Batt or Blanket Type Thickness(inches) Loose Fill Type VT RFP( -T. A C C Niaimum Thicknesi(Inches) >> Area covered(ft. ) FLOOR. ELEVATED Material_ Fiberglass Thickness(inches) FLOM, SLAB Material Thickness(inches) Width(inches) FOUHVXLON HALL Material Thickness(inches) A. P. No. - ID Brand Name Thermal Resistance (R Value) ...... Brand Name Certainteed Thermal Resistance(& Value) 19 Brand Name Certainteed Thermal Resistance(R Value)___ Brand Name Certainteed Number of Bags_ Vt. per bag __lb. Thermal Resistance(& Value) 30 Brand Name_ Certainteed Thermal Resistance(& Value)_ Brand Name Thermal Resistance% Value)_ Brand Name Thermal Resistance(& Value)_ I hereby certifp that the above insulation was installed in the above building in conformance with the State of California Ener► Requirements. Shasta lMh2lation .. 530235 FIRK WWOHhTER STATE COPtrRACTOR'S LICENSE NO. SIGNATURE OF INSTALLATION APPLICATOR DATE I hereby certify the al,uvc insulation and 111 required items as shown on the building Depart=nt approved plans and attacitments have been installed as required by the State of California Energy Requirements. . All equipment.. devices and materials are of the quality prescribed or are specifically approved Isy the State of California. FIBM NAHXYa IU (Please print) STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF GENEKAL CONTRACTOR 041NM DATE TIMS Cu IFI= H= zz on FILL W=H Ta DULL nc DEtARTIW MM TO nm COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovllle, California 95965 - Telephone: 916/536-7541 APPLICATION ANDPERMIT ASSESSO PARCEL NUMBER O 7-. a�2 ZONINGC� BUILDING PERMIT- OWNER S TELEPHONE 84/0 - 63a I SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 14W v. 70 1 CON TR AC TOR'S NAME TELEPHONE CONT ACTOR'S MAILING ADDRESS - Fireplace CONSTR CTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'© AILING ADDRESS Permit Fee $ c3l . ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee `� $ Energy Plan Checkl Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ .� PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFk Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G W 0.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Othe7\6 Describe work: 7- k7Z :Sf Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP 1 OR ORSLESS 10.00 Main service EA. ADD'L too AMP 2.50 CONTRACTORS LICENSE LAW I declare under pe a ty of perjury (check one): �"'�" ❑ I am licensed under pr ons of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification\ ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code fo is reason NEW CONST. DWELLING OCCUP.N , OR ADONS. ( ACC, BLDGS. h¢sgft NEW CONSTR. U TI -OUTLET 2,50 ea NON-RESID BRANCH CIRC ITS POWER APPARATUS e SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 200430 Ex. OCCup. OUTLETS PRESID.IREA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00Misc. Wiring 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare and r penalty of perjury (check Q The permit is for $100.00 ;... nation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County or Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue inst said County in consequence of the granting of this permit. X Date ignature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ a _%, %5 OCCUP, CONST.TYPEJ SCHOOL FLOOD PARCEL PO I Ho I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC BY PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Da Receipt No. WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, aOLOENROO-APPLICANT Is ] . State of California . Department of Transpdrfi;fion District 3, Permits Branch -- 703 B Street �f Marysville, CA 95901 Maurice Gravier Assistant Permit Engineer (916) 741-4035 Res. 679-2519 COUNTY OF BUTTE - 'DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orov4lle., California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT i PERMIT NO. ASS SOR PA N R Tf = ZONIN BUILDING PERM OW f �e 1 TELEPHONE d'.`1511:1, OCC. BUILDI VALU ON OW E 'S AILI AD RESS a� �oU� 96-966, M6 CO ACTOR'S NAM f 9 V1 6L r TELEPHONE CONTRACTOR'S MAILING ADDRESS ' Fireplace a `t r 06 CONS CTION LENDER UNKNOWN Total Valuation $ el LENDER'S MAILING ADDRESS Filing Fee $ 76.00 Fee $ AR;?Permit ARC 1 ECT OR ENGINEER LICENSE NO. Plan Checking Fee $ A C 1 CT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ 42 Va Penalty $ BUILDING ADDRESS Permit fee PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5,00 Each qas water heater or ven 5.00 USE OF STRUCTURE SFW Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outl6tg 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00 ea TYPE OF WORK New f$� Addition❑ Remodel U 'lities ❑ Installation[] Other ❑ Describe work: c j Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP V OR ORSLESS 10.00 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. 7 S ysb License No. Classification // Elas the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OC m , OR ADDNS. � ACC. BLDGS. �2ItSQft NEW CONSTR TI.OUTL NON.RESID .BRA CH CIRC ITS 2.50 ea /POWER APPARATUS e l SINGLE OUTLET CIR. ) EX. Occup OUTLETS OR FIXTURES .200 030 FIXED APLNS Ex. Occup. OUTLETS P(RESID )REA.) 1 2.00 Temporary service 1 10.00 Mobile Home Facilities 1 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): (� The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. T111,I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating rum P Cooling g Hood 3.00 801 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against s unt In con equence f e granting of this permit. X G' �� Date / / -g�f Signature of Applicant - Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep apd demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ Oc Cu P.I CONST.TYPC S CV I F* ;r7 JPDfl;fZ E This permit is hereby issued under sions of the Butte County Code and/or work indicateA abovs for which rER UBLIC BY PE IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date - -. --� Receipt No.MOM — 4/ /_6-&;d WNITE-O.P.W., TELLOW-A5eL3 R. PINK-INSPECTO . OOLOENROO-APPLICANT TO Buildinv Department �` R FROM: , Environmental Health SUBJECT: Sanitation Clearance loyof Owner, Loca io AP# Plan Approved for.: Sewage Disposal _/1 Water Supply 'Ue-P. Hold final for: Final clearance O.R. for: Clearance for __3_ bedroom mobil home. NOTE *** J Sanitarian Other Water Supply Water Supply Date PIP.. .:.-T- :.. N r: w--iif-y 9j'!`� .s"'b`�'7: ♦�ytis"r.. �.:1=itls`RPwi�' tT ... • _ _ �. i , : h - � 3 r COUNTY.OF BUTTE - DEPARTMFNT-OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET `Permit No. OWNER . (! /�e r5 A. P. No. Proposed Building Use Lt) Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and:/Or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate./triplicate, signed by preparer of plans. 3. Complete plans in duplicate./triplicate, signed by prepares of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. PI ASw h Energy Design Compliance Statement. . . . . . �6. _xilt V School District "Fees Paid"' Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ , . . . , , , . A 9. Letter of signature author iza_tri'9n.I . . { Sanitation approval from E/�OV ! / �° Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑.) _15. Improvements may be required. . � . . . . . . , . , 16. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec. request to Pre -Inspection for Required. Building Inspect (Date) 18. Recorded copy of Agricultural Acknowledgment Statement. 19 Driveway Permit. �� C—� l` vo (PE . Plot plan approval from city of `• --21. Engineered trusses in duplicate (required prior to plan check). r,2 22. When you issue theftrlryi„erand as follows: Mail to caner, Mail to contractor. Telephone--�� hold for pickup atnfice, Deliver w/inspector. Applicant Date Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: r Contractor, designer, ne as advised of above required data by �pho�—counter by ate 't- Contractor, designer, owner, was advised of above required data by_phone_mall_AL date Plans checked by Date Plans approved by Date Sets of plans on hold in 95-0.15 Copy—DPW' :,-. File cabinet AP folder\ Retrjrn I_o DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT Jp` fl- FOR RESI•DFNTiAL DEVELOPMENT Section 2G-ti.l of the BuLt.e County, Code requires Lhi.s acknowledgement be recorded prior to .issuance of a building permit. The property described herein is adjacent E39 -00204,E ; Rec Fee 7.00 to land or :included within an area zoned � Check 7.00 for agr:icu.ILural purposes, and residents Recorded ; of. Lhis property may be subject to incon- Official Records ; veniences or discomfort arising from the County of (\ us of "gr. iculLural chemicals, including, Butte but not :I:im:ited to herbicides pesticides, Candace J. Grubbs ; and ferL:i.].:ir_ers; and from the pursuit Recorder of: agr.icultural operations including, 8:S7am 20 -Jan -89 ; BG 2 but noL limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, \ smoke, noise, and odor. Butte County. has eslabl.i shed ;igr i cn I LuraI zones which have as a priority use for productive agriculLural purposes, .1.1)(I r<videnl;; wi.th.in sa i.d zones and obi adjacent , property should be prepared to, accept such i nc•cnivcn i c.,nc-(- or disconform from normal, necessary .farm operations. All. that. real property situate in County of Butte, State of. Cali f: ol.lows : ..for.niir, do vcrilcid' ;cti 1 Date: .-7,,4-1V -�20dy fq PROPERTY �OWNERS: Slate of CAG.&mgtlz ) On this the -.2-a- day -of lew , 191fc/, before me, County of z�� ) SS. the undersigned to Notary Public, person -any appeared _) n / V/N7 OFFICIAL SEAL Personally known to me. Proved 'to me on the basis LA V'E' UB GIANiBRUI' of satisfactory evidence. NOTARY PUBLIC -CALIFORNIA o be the person(s) whose name(s) _ rji//�S _ BUTTE COUNTY My comm. expires SEP 19, 1989 isubscribed to the within instrument and acknowledged LliaL. r xecu ted the same for the purposes therein contained. IN WI'1'NI;S- WHEREOF, I hereunto set my hand and ff.ici.a.l. seal. Present A.P. i Notary .Pub] i c. — p Y r a r tcc.urdcd at the request of 1 .. HARRIS & SAiJFORU tcturn to HARRIS & SA14FORD ............................................... ................................ Attorneys aLaw P. 0. Boz 903 Gri �i l eji CA.....9�594.i3...-- ..... ................................................................................... 89-001683 Recorded Official Records County of Butte Candace J. Grubbs Recorder '8rOlam 18 -Jan -89 NORMA A. AKERS 11 69-01663 1 Rec Fee 5.00 1 Cash 5.00 1 ATTORNEY SHOWN RB 1 , the first partY , for and in consideration of the love and affection which S lie lla s for the second parties , do es hereby give and grant unto' ' CLINT AKERS and GUEN AKERS, husband and wife, the second parties , all that real property situate in the unincorporated area of the County of Butte State of California, described as follows: All that real property described as a portion of the south half of Section 27 and a portion of the -southwest quarter of Section 26, Township 18 North, Range 3 East, M.D.M., Butte County, California, being more particularly described as follows: COMMENCING at'the-corner common to 11 Section 26, 27, 34 and 35; thence North, 1320 feet, thence East, 582.01 feet, to a' post in' the westerly line of State Highway 70 (formerly Orovil-le Central House; County Road) as said highway existed in July of 1916; thence N 23°35' E, along the westerly line of, said highway, 6.61 feet, to a post in -angle of said highway; thence , N 06°42' E, 658.46" feet, to a post at the northeast corner of that certain parcel of land as described in deed to Ernest L. Akers, et. ux., as filed for record in Book 1561, Official. Records, at page 697, said corner being the same as established by B. L. McCoy, Stated Licensed Surveyor,- on July 13th and 14th, 1916 in the course of his survey for the partition of the 'lands of John Harriger and as shown in Volume 91, McCoy Survey Field Notes, at Pages 156 and 157, as filed in the Office of the Butte County Surveyor, and the TRUE POINT OF BEGINNING for the herein described parcel of land; thence West, along the north line of said Akers parcel, 3487.29 feet; thence South, leaving..said line, 2.51.00 feet; thence East, parallel with said north line, 3458.00 feet, to a point .on::the west line of said highway; thence N 06°42' E, along said highway, 252.73 feet, to the point of beginning and containing 20.01 acres, more or less.. Out of A.P. #25=13-10 WITNESS...... DiY...................hand...........this..............................day of ............. 49.g.ary..................................................... , 19.. 9........ ..................................................................................... .......... ...Z� '.A .✓ IdOlii1A A. AK>`•ft�......................................... .� .........................................................................•--:----........................................---....-----.......---------...............-----........... STATE OF CALIFORNIA ............................County of ............. ul�tt..e..... ................ �ea. On..TRA(UAr..V .... 1.7 ..............119.8.`3., before me,)ifi1/Gl.?#..�1jq&%�f.'vV0...... I a Notary Public, In and for saiti State, personally appeared ................. P I/`l mln,4...... A.t.. .....•. •known to me to be the pereon„-, whose name .... t,VA.5........ subsclibed to the within inatrument, and acknawledged to n that�.he., a ecuted the same. 1 Aly commlaston explree.��pT/,Q .1.(�.�f'-..- ... ...:-�!I1l Notary Publlo =LAV*EIRZN SEAL MBRUNO - CALIFORNIA OUMTYes SEP 19�1Sy39� MAIL TAX sTATCMENTS TO:; CLINT AICERS and GUEN AKERS ' • Nnmk 2099 lh_way 70_ Orov i l l e . CA 95gf, F,A 1111 i'l 7.ip Code RESIDENTIAL PLAN) CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # 101 OWNER CL./A: F A KA&6 A.P. # .? S –/ ��/0 Q GENERAL 00 oning requirements: (sideyards and number of permitted living units). �&luation. lans signed by designer. 4. Energy Design and Compliance. 5. Existing violations on property. PLOT PLAN mplete parcel size and dimensions. r etba cks, sideyards, easements, etc. �er buildings or structures. toe' rading, fills, drainage. lood hazard. M*f3VA– ('aril. OF P44+0444- r&,0 0S '40ws& .4 s ZVfa '6. Special conditions on creation map or compliance.document. FLOOR PLAN 7/85 &# Complete. to scale plan with dimensions. (?- /� Required windows for light and ventilation (Sec. 1205). i; Required.windows for second exit (Sec. 1204). - -4— Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). 6o**07equired room sizes, ceiling heights (Sec. 1207). ; G.F.C.I.'s in baths, garage and exterior outlets (Article 210-8). 401000'Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. JoOO Locations of water heater, heating and cooling equipment, other electrical or gas - equipment, and plumbing fixtures. 1�/Garage firewall, door size, and closer (Sec. 503(d)(3)). ld!� 3'0" exterior exit door (Sec. 3304(e)). and woodwqft!ove location. 1;;O. -Smoke detectors (Sec. 1210). STRUCTURAL DETAILS foundation plan complete enough:to construct building. eloor construction details complete enough:.to construct building. levations and wall construction details complete enough to construct building. `oof construction details complete enough to construct building. RPD/C/JA- AVi4-. 'replace construction details and calcs if necessary. 6/ Sufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR W.O exposure I plywood on exposed locations and overhangs. /Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j)). 4� Brick or stone veneer (Chapter 30). xterior plaster - weep screeds (Sec. 4706). 6000*7 oper roof pitch for roof covering (Chapter 32). Rafter ties or bearing ridge beam. CLO Alf' A06SA4 / 7I -p'! 'A6'-/8'./0 006-41- RESIDENTIAL PLAN CHECKING GUIDE (CONT'D) MISCELLANEOUS ITEMS TO LOOK OUT FOR (COINVD) ��arage door or porch header sizes. dequate bracing. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. wo exits on three-story dwellings (Sec. 3303 & see Mezannines 1716). l�tic access and ventilation (Sec. 3205). derfloor access and ventilation (Sec. 2516). 14000 Wood stoves, clearances, alcoves & 1 -hour shafts. 1�! Combustion air for fuel burning appliances. /poise requirements on duplexes. 1 dobe soils - special foundation design. taining walls requiring design. 1 Unusual shape, size or split level house requiring lateral design. L Gopt 04 &Avl AAA,/ sum- 7/85 Il ccordcd at the request of 'Zcturn to HARRIS & SANFORU HARRIS & SAI4FORD .......-------------------------------- Attorneys" aLate P. 0. Box 903 Grid I.ey CA.....9'594:8*.---..... 4AOCEP ED FOR RECORDING AT 8;91 &K gift 30eeb NORMA A. AKERS for and in consideration of the love and affection which S he do es hereby give and grant unto , the first party ha S for the second parties , CLINT AKERS and GIIEN AKERS, husband and wife, the second parties all that real property situate in the unincorporated area of the County of Butte State of California, described as follows: All that real property described as a portion of the south half of Section 27 and a portion of the southwest quarter of Section 26, Township 18 North, Range 3 East, M.D.M., Butte County, California, being more particularly described as follows: COMMENCING at the corner common to Section 26, 27, 34 and 35; thence North, 1320 feet, thence East, 582.01 feet, to a post in the westerly line of State Highway 70 (formerly Oroville Central House County Road) as said highway existed in July of 1916; thence N 23°35' E, along the westerly line of said highway, 6.61 feet, to a post in angle of said highway; thence N 06042' E, 658.46 feet, to a post at the northeast corner of that certain parcel of land as described in deed to Ernest L. Akers, et. ux.,-as filed for record in Book 1561, Official. Records, at page 697, said corner being the same as established by B. L. McCoy, Stated Licensed Surveyor, - on July 13th and 14th, 1916 in the course of his survey for the partition of the lands of John Harriger and as shown in Volume 91, McCoy Survey Field Notes, at Pages 156 and 157, as filed in the Office of the Butte County Surveyor, and the TRUE POINT OF BEGINNING for the herein described parcel of land; thence West, along the north line of said Akers parcel, 3487.29 feet; thence South, leaving said line, 251.00 feet; thence East, parallel with said north line, 3458.00 feet, to a point on the west line of said highway; thence N 06°42' E, along said highway, 252.73 feet, to the point of beginning and containing 20.01 acres, more or less. Out of A.P. #25=13-10 WITNESS ......m.Y...................hand...........this :.. STATE OF CALIFORNIA ............................County o/ ............. Du.i DIA19 ..................... 1 se. ......day of ............. January....................................................... 19A9 (; c�... t ..... � .............. �. ......................................................................................... On:.J11A1('Fit<.4 f.....(.�..... 19.1J `1., be/ore me,f.� ftrl.?Al....�TJ.I.t/11��1�1!D.......=lip -- .L SEAL a Notary Public, in and for safe tate, personally appeared .............. ..............................IP MBRUNO h`` ^` //r� I .............. ..!.� ��.f�l ....... .1.1......A. !e ........................................... C CALIFORPJIA ............................known to me to be the person whose name.... I.C�.'SEPp ttl.�%.5.......eubscri6edi:cs SEP 19, 1.5'3 to the within instrument, and acknowledged to n that .5.he., a ecuted the same. : p. Aly commission expires_;'J1../.,r�.�.l�'4..�... Gf/-G4i11/ ..��1!l�le."!.-... Notary Public AIAIL TAX STATEMENTS TO:_ . CLINT AI<EIZS and GUEN AI:ERS Name 2099 Highway 70 Oroville. CA 95965 Address Z11, Code _�,+r =.,� �n'_�'r'�-7"".Y�-•r^.rrt-r-.r�....`�..�,..i.'tr�..t..tis� 7f..i`.-+--^.+til`•l+'1+,Y".�.-^'.-7]'�^°C'v�^ti�.....��'.F�m:.r.-+'..- ....+.ter -r ..-.�,d-•'��. �.y „rY i(�r.. �„ f5� BUTTE COUNTY SCHOOLS DEVL4PMENr FEE CERTIFICATION FORM (One Form pef Building) A.P. Number 9-4? -/O Building Department No. School District G,_l dL42 y City Q County F5Q Jurisdiction%; Property Owner Project Location/Address C:0 7 t Subdivision Lot Number it Residential Development: Sq. Footage,.2S33 # of Living MHI Addition (Group R) Units Commercial/Industrial: Sq. Footage New Addition•(Including Exterior Roofed Areas) s Building Department Representative Date f District Id No. )�/ �" Z'/'7 - ✓n School District certifies that ��`ar S ys - 63.a / (Applicant Name) (Phone Number) 66,44-7 -�.a 70, esT Sheet (State 167;�'elzf (Zip Co has complied with the requirements of Resolution No. by the payment of $ .3f7.�_iuI representing X533 square feet. �► x'2.7 o2---3417 School Dist ict/440 tive �"\ Date PAID BY CHECK NO. BANK NO PAID BY CASH REMARKS:' 41 M white -applicant, yellow -building department, pink -school district SCHOOL . FEE (5/88) 4 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovllle, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSO PARCEL NUMBER - / . - O o� T' ZONING C� BUILDING PERMIT OWNERTELEPHONE L S 8410 3 -? / SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS -70(")Roy1z_LF CON TR A CTOR'S NAME TELEPHONE CON ACTOR'S MAILING ADDRESS Fireplace CONST CTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'© AILING ADDRESS Permit Fee a $ C96-1 1:5 ARCHITECT OR ENGINEER Q EEnergy LICENSE NO. Plan Checking Fee $ Plan Checkl Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFk Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 0.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Othe�d Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OROR SLESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under pe a ty of perjury (check one): ria' ❑ I am licensed under pr ooeTSf-ns of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification Fl 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code fois reason o-.. NEW CONST. DWELLING OCCUP.Ei , New DCONSTR.( A �Z¢sgft U TII.OUTLET NON.RESID BRANCH CIRCUITS) 2.50 ea /POWER APPARATUS s (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 2ALO 30 eLo FIXED APLNS. Ex. Occup. OUTLETS P(RESID )REA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare and r penalty of perjury (check o ❑ The permit is for 5100.0 ( nation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue inst said County in consequence of the granting of this permit. X Date ignature of Applicant — Owner El Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ u TOTAL PERMIT FEE $ a'1%, 75 oCCUP, CON_1T.TYPtJ ISC.O.1111A=3 ND Issue This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC ByDa4 PERMIT EXPIRES Date — the applicable provi- resolutions to do fees have been paid. WORKS y Receipt No. WHITE-D.P.W.. 7ELLOW-ASSE330R. PINK -INSPECTOR, GOLDENROD -APPLICANT 099. c219 -i THIS DWG. PREPARED F IC ;.t)(Cu 2X6 Fill-4-mi:H 02 GOT Cil(Pl) 2X8 E'Ifl- LAIICH t1 KEDS 2X4 FIR -LARCH STANDARD THIS DRAWT,fIG ALSO SPECIFIES OFSIGN FOR COMMON HIP TRUSSES TO 111: USED '@ i•14 " • O . (:. (i PLY) . USE SAME LUMBER, CONF 1GURr, T ION 1y PLATES. E):TEND -IOP CHORD TO HIP RAFTER S SUPPORT FVERY-4'O". RRACF FLAT TOP C11L41D H/P.X4 LATERAL BRACING @ 24" O.C. FASTEN 7D EACH CHOn() WI T1; (2) 16d NAIL -S. CONVEN11014AL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS UESIGNFA. PLATE-. MAN:;Ft.CTLN1.EP. NUR TRUSS FABAICATOR. PERSONS FR[CiING TRUSSES ArtE CAUTIONED TO SEEK ADVICE BY LOCAL PkO(ESSIONAL CNGINEFFt CIEGAHOING CONVENTIONAL FRAMING. CON1aEC1OR PLATES MESE LIE INSTALLED IN ACCORDANCE WITH PECIUIREMENTS OF I.0 B 0. RESEARCH REPORT 12949. ai-I_ PLATF'-, nt1F: 10 HE CENlt"RFU ON T1f� JOINT. I -E -FT TO RIGHT AND 10P 10 BOTTOM, EXCLPT f1HT=1q LOCATED BY CIRCLE ();•t DIME-NSION. SEE DRAWING 130 FOR "PLATE. LOCATIONi ON TYPICAL JOINTS." ;-L NAILS SPECIFIER ARE COMMON WORE NAILS., Tote: 2X9 43 bee -fir or better continuous lateral bottom c)mrd bracino k72" O.C. cax. required. Attach 1r/2 -16d nails. Bracing is not regu.irea if a rJ�ld ceiling is altacbed directly to bottom chord. Bracing )material tc be supplied and attacbed at both ends to a suitable support b; esrctiorl contractor. I-nJs truss is designed to support additional. coneeotx-dted load(s) There shown. C;X8 3X9 12 13. 00 x6 ij---- -- 4 X 4 9 . 5x:3 _ ----- 7 X 5 7-11-4 112-1-8 (H} 109,2V_17-11-4 ---C^.EI-O-O OVER 2 SUPPORTS q R-30631 k=- 3.50' n! R--.10RAF W= 3.50- iPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TC -X-LDC L. -R: 0.29 6.97 11.64 16.36 21.03 27.71 n BC X -LDC L -R: 0.29 7.33 11.64 1G.36 20.67 27.71 C C In 2 COMPLETE TRUSSES REQUIRED L FASTEN TOGETHER WITH : 1GD NAILS N TOP CH ------------------ 15" O.C. #1 HIP ONLY .i WEBS ------------------ 4" O.C. STAGGERED' � BBT CH ----- - ------ ---- 16' D.C. CU NOTE: (1) 1/?" DIA. TH'RU BOLT MAY BE Sl11JSTiTUTED ►, FOR (2) -IGD NAILS IN EITIIER TOP OP BUTTON C+IURUS. 0 TOP CHORD DOLT SPACING NOT TO EXCEED 18' O.C.. � O SINGLE CUT WEB #-2 ENDS: 1.3. 5. 7 Rt ALL BOTTOM CHORD SPLICES OCCLJRHIN6 BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PAiEL !MINT (WITHIN 1�! ") AND SHOULD NOT OCCUR IN PAfC-LS ?,F --XT '10 A PA14EL POINT SF'i_ I CE - TOP CHOP0 SHALL BE LATERALLY BRACED kiTH PROPERLY CONNECTED PiJaL I NS SPACED AT A MAXIMUM OF PA- 0.0 ConnecLor plates designed for green lumber per )DS Table 8.3B. 01 hip designed to support B-0-0 jacks vitb Do webs. 00 RecomwaTded c mection for concentrated load from girder 89(107)009 is Siepcson EMS26- 3X5 5X8 BUTTE COUNTY RM 12 BUIL.0 1E11 • ` \� 6.00 �( (] APF""' {/' 1`�`^J� `z r 3X4 4X4 PLT. TYP.-ALPINE SE0!N-- 22936 FURNISH A COPY OF THIS VESISN TO EFCCTI( 0 o C1 o c= o X X jMPORTANT K*molFE +smLc s� j1� WY KARNI NG3110 ,Qa�+zl�rxcrlewuw C7 .=1 _ -� C= O OnA11011 FOMI AC3 SMr2F'WAv rD6 OA 4fT nE71Ar=W SAY IK. ME 1IAA-76-. U%PMb6 MUD, TIRM51ES. C= C� r> C� nQF 0:419L nr AW FAICAXE TO on" TX nIAE lA Cf*#4z* AYr:1 CDwlna" AHD F�EIq V1GW,- n) SI r-) r=7 1=J n WI rK 'WUITY U11nrq MAMML' OT TVI. M PJW CDNWCM< THIS DES]Cn � ADDIIIVML SMIAL PEAU - C_7 C� C1 C -Z An MAARA AL-TLfFp f.tb ?O %AMC FAt TASTYM STI -IL tAl1SF WWC � W7WVCF"nS. UOLM D71E1rlSE [� ♦f P1 O o110D114 S10N 1WrJ S FER r*?%0W 5 OF ASIA AAWS DUDE A. 9IJMl TM CHM $MAU FIE. LattmUT 811wiMe p �L L� Aqv tiviW.[ TD K714 FACES AI LAOI .DMF MFF LOCATE AS 1117TH ROTRY ATTACWU PLYW Q1 SWATAM. r_.1 �(j, �`` c.1 5 1. BCAOiJW IDIK AW .- KV]:L UWL.SS 074~SL 9tJW. FgTIa1 C1p>p HTM MID CEX[W Dn 9RKIM C. 7) P USS 1 r:SIGN s1"DORMi rr"Ma 1"r" AAq Mmu PPOWLIC o% 4S 9fr57 IDD 01 ¢13(31 m "" wr 1Hrs w11 AAo Aro: ecn, f.CS1Ii1 ml%1 r11r. 1r1AipWT BFATM U1B A. L:7 r-:) r ' LD n n TO! - IMM RATE 1161ITUTE. HaS - NATIMMA DFS191 9F@1FICAUM �M vWM mBW1[rIr}r N CONTRACTOR oO 1 71vT.'F "r 7� RFV 15.0.8 DESIGN CRIT UBC SCALE - 0.2500 REF R427--06375 IC LL TC DL BC OL TOT. LD. 16.0 PSF 15.0 PSF 5.0 PSF 36.0 PSE- DATE 04/18/(39 DRM6 CNJSA427 8910a012 CA -ENG S o/A LEN. 8-0-D DUR.FAC. 1.25PITCH 6.0/12 SETBACK. 7' 11' TYPE CIPS--* 1 `1111M ■ Y� BROWN & MILLS. INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS = CONSTRUCTION MATERI]ALL�S -TESTING September 25, 2000 �' �� a -I- ` 1 "U BMI Project No. OOS-765 —0-s- �' — Mr. Bryon Sattler Verizon 255 Parkshore Drive Folsom, California 95630 Subject: Report of Special Inspection and Testing Telecommunications Facility Honcut 2147 Highway 70 Butte County California Permit No 00-0749 Dear Mr. Sattler: RECEIVED OVA& This letter presents the results of our inspection and testing services performed for the subject project. Our services included field observation of a tower mat foundation excavation, inspection of tower mat foundation reinforcing steel, sampling and strength testing of tower mat foundation concrete, and preparation of this letter. Plans and Specifications Plans and specifications for the tower mat foundation were prepared by Fibrebond Resources, Inc., and were dated July 27, 2000. These documents were reviewed at the site by our personnel. Field Observations Excavations for a tower foundation mat were observed by our field representative on September 13, 2000. The tower foundation excavation dimensions (i.e.', depth and width) were in accordance with project plans. Soils encountered within the excavation generally matched those described in the project -geotechnical report prepared by Brown & Mills (dated March 2, 2000). No groundwater was encountered within the excavation and the excavation bottom was relatively free of loose material and debris prior to placement of concrete. >. 9940 Business Park Drive, Suite 140, Sacramento, California 95827 Phone (916)362-5541 FAX (916)362-3454 M September 25, 2000 BMI Project No. OOS-765 Steel reinforcing and anchor bolts for the tower mat foundation were observed by our representative prior to concrete placement. Steel bar grade, size, spacing, lap length, and clearance (with respect to the excavation and/or temporary formwork) were in general accordance with the project plans and specifications. Anchor bolts used to secure the tower to the foundation also met project material requirements, and were set with the reinforcing steel prior to concrete placement to achieve the necessary embedment depth. Concrete used for tower mat foundation construction was cast into the excavation on September 13, 2000. Tower foundation concrete was consolidated using a stinger -type vibrator throughout the entire depth and width of the foundation. Concrete used for tower mat foundation construction was sampled and tested in the field; results of field measurements and laboratory strength tests are attached. Conclusions To the best of our knowledge, work described above was performed in accordance with plans and specifications, as well as applicable Uniform Building Code requirements. Limitations Testing and inspection services provided by Brown and Mills for this project were performed in substantial accordance with generally accepted practices as they existed in the site area at the time our services were rendered. No warranty is either expressed or implied. ii N"#&VWW ZZ ; 70 Date of Report Po -9/25/00 COMPRESSION TEST RESULTS BMI Project No. ► OOS-765 X -Sect. Area ► 28.27 28.27 (sq. in.) Ultimate Load ► 85,250 85,900 (pounds) : ompressive ► 3,020 3,040 Strength (psi) Remarks ► Submitted by: Brown & Mills, Inc. Copies To ► R. Keith B own .. Principal BROWN & MILLS, INC. M 9940 Business Park Drive, Suite 140, Sacramento, California 95827 Phone (916)362-5541 FAX (916)362-3454 PROJECTDATA PROJECT CLIENT BCM Construction Company, Inc. Telecommunications Facility Honcut 377 Connors Court, Suite A 2147 Highway 70 Chico, California 95926 Butte County, California SAMPLEDATA Material ► Concrete Mix No. ► 00601 F Supplier ► Mathews Readymix,.lnc. Cement (sk./c.y.) ► 6 Max. Size (in.) ► 1 Admixture ► N/A Location ► Tower mat/pier foundation Spec. Strength ►- 3,000 psi '@ 28 days (psi) Measured Specified qqqopp� -MNWPW- Date Sampled ► 9/13/00 Time No, 10:30 am Slump (inches) ► 4-1/2 N/P Sampled by ► Peter Schurman Air Temp. (F) ► 69 N/P Ticket/Load/ ► 267673/2/119 Truck No. Mix Temp. (F) ► 74 N/P Date Received ► 9/14/00 Air Content (%) ► N/A N/P N/A: Not applicable N/P: Information not provided to Brown & Mills LABORATORY DATA Sample I.D. No. ► 1A 1B 1C Date Tested ► 9/20/00 9/20/00 Age (days) ► 7 7 Dimensions ► 6x12 6x12 (inches) X -Sect. Area ► 28.27 28.27 (sq. in.) Ultimate Load ► 85,250 85,900 (pounds) : ompressive ► 3,020 3,040 Strength (psi) Remarks ► Submitted by: Brown & Mills, Inc. Copies To ► R. Keith B own .. Principal BROWN & MILLS, INC. M 9940 Business Park Drive, Suite 140, Sacramento, California 95827 Phone (916)362-5541 FAX (916)362-3454 September 25, 2000 , BMI Project No. OOS-765 We appreciate the opportunity of providing our services for this project. If you have any questions regarding this letter or need further information, please contact the undersigned. Sincerely, Q�pFESS/pN Brown & Mill , Inc. COG Fn 2 z W �, Xp. R. Keith Brown,-P.E. sr ciN Principal �TFUF C Attachment: Concrete Compression Test Results (1 page) cc: Butte County Department of Development Services, Building Division BCM Construction Company, Inc. iii moms . MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cupancy. Area Property) Gypsum Board V 1st Layer 2nd Layer Walls Ceilings COMMERCIAL 025-18-0-036 00-0749 B,E AKERS, Clint 2147 Hwy 70, Oroville (newtower:) OFFICE COPY Address GAS M er 617 al —e ELECTRIC 1 Meter B'f I V=OK O = Not OK -=Not Applicable COMMERCIAL = Not Ready Date UN FL OR Plans OK except #'s Date FRAMING (Continued) mg -Setbacks -Easements -Flood -Slope -Soil Report 46. Hangers -Post Caps -Anchors -Connectors Ftg., Main; Soils-Ufer Ground.-Ftg. Depth 47. Roof Shthing-Nailing-Diap.Chord Splice V 114 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 48. Firewall- Doo rs-Area-Occp.-Prop. 4. Concrete -PSI -Cert -SP. insp.-Loc. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 50. Glu -Lam cert. -Placement -Support 6. Reinf. Steel -Grade -Placement 51. Steel Buildings-Purlin-Girders 7. Slab; Steel -Wrapped -Wire Mesh 52. Property Line Firewall & Openings 8. Piers -Steel 53. Ext. Doors -Handicap Access 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Siding -Nailing Veneer 12. Electric; Underground, Underslab 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Shear Walls -Plywood-Nailing-Conn to Roof 15. Masonry -Rebar -Lifts 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date Card B-1 Date Card B-1 17. Water Pipe; Test & Anchor -Nail Protection Date Card B-1 Date Card B-1 18. D.W.V.; Test -Fittings & Anchor -Nail Protection Date FINAL (Plans) OK except #'s 19. Sinks -Floor -Grease Trap 63. Ext. Steps -Door & Sidelight Protection -Landings 20. Handicap-W/C-Backing 64. Exits -Size -Number -Placement 21. Gas Pipe; Size & Anchors - Firewall Penetrations 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection , Date Card B-1 Date Card B-1 66. Sprinklers -Placement -Test Date Card B-1 Date Card B-1 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. Date ELECTRICAL (Permit) OK except #'s 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 22. Fixture & Transformer Clearance -Ins. Protection 69. Stairs & Rails 23. Single Phase -Three Phase -Equip. Bond 70. Handicap -Door Levers -Fin. Floor 24. Size Boxes & No. of Conductors -Stapled 71. Elec. Outlets at Wood Panel; Int. & Ext. 25. Romex Installed Close to Edge of Studs & C.J. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. Plb., Elec. &Mech. Equip. Listed for Location 27. Wiring -90° -Protected -Color Coded 74. Insulation -Foam -Looked in Attic 0 Yes 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. 75. Guard Rails & Deck Construction -Post Caps Cu or At 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 30. Service -Riser Conductors & Ground -Main Disconnect 77. Stucco; Brown -Finish 31. Equip. Clearances Panels-Motors-Mech. Equip. 78, A.C. Unit; Disconnect, Electrical, Plumbing 32. Fire Wall Penetrations 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to A Openings 80. Water Well; Disconnect, Electrical, Plumbing Date Card B-1 Date B-1 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground Date Card B-1 Date rd B-1 82. Off Site -Parking -Handicap Date MECHANICAL (Permit) OK except #'s 83. Glass Protection 33. A.C. Ducts Insulation & Support 84. Corrections from Previous Inspections 34. Vent Fan; Exhaust above insulation 85. Gas Test -Meters Tagged; Gas -Electric 35. Condensate Drain & Overflow; Size & Grade 86. Water & Sewer Connected -C/O to Grade -HD Approval 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Energy Compliance Certificate -Other Certificates _ 37. Attic Access & Platform if Furnance in Attic 88. Roofing Certificate -Fire Rating 38. H.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) BROWN & MILL INC, GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS = CONSTRUCTION MATERIALS TESTING 0 1,- -- '& i/a �'l 1,L, --7September 25, 2000 �� 14-1 BMI Project No. OOS-765 Mr. Bryon Sattler Verizon 255 Parkshore Drive Folsom, California 95630 Subject: Report of Special Inspection and Testing Telecommunications Facility Honcut 2147 Highway 70 Butte Count ifornia Permit No(! -0749 Dear Mr. Sattler: RECEIVED SEP 2 7 2000 BUTTE BUILDING D VI ION qo .01111) This letter presents the results of our inspection and testing services performed for the subject project. Our services included field observation of a tower mat foundation excavation, inspection of tower mat foundation reinforcing steel, sampling and strength testing of tower mat foundation concrete, and preparation of this letter. Plans and Specifications Plans and specifications for the tower mat foundation were prepared by Fibrebond Resources, Inc., and were dated July 27, 2000. These documents were reviewed at the site by our personnel. Field Observations Excavations for a tower foundation mat were observed by our field representative on September 13, 2000. The tower foundation excavation dimensions (i.e., depth and width) were in accordance with project plans. Soils encountered within the excavation generally matched those described in the project geotechnical report prepared by Brown & Mills (dated March 2, 2000). No groundwater was encountered within the excavation and the excavation bottom was relatively free of loose material and debris prior to placement of concrete. F:L% S•, j r :. .±1.,. f.- P,'" Y t'"'C. 37f'Ci�' i "ii,3'..,_ •s' r i' 1 9940 Business Park Drive, Suite 140, Sacramento, California 95827 Phone (916)362-5541 FAX (916)362-3454 September 25, 2000 BMI Project No. OOS-765 Steel reinforcing and anchor. bolts for the tower mat foundation were observed by our representative prior to concrete placement. Steel bar grade, size, spacing, lap length, and clearance (with respect to the excavation and/or temporary formwork) were in general accordance with the project plans and specifications. Anchor bolts used to secure the tower to the foundation also met project material requirements, and were set with the reinforcing steel prior to concrete placement to achieve the necessary embedment depth. Concrete used for tower mat foundation construction was cast into the excavation on September 13, 2000. Tower foundation concrete was consolidated using a stinger -type vibrator throughout the entire depth and width of the foundation. Concrete used for tower mat foundation construction was sampled and tested in the field; results of field measurements and laboratory strength tests are attached. Conclusions To the best of our knowledge, work described above was performed in accordance with plans and specifications, as well as applicable Uniform Building.Code requirements. Limitations Testing and inspection services provided by Brown and Mills for this project were performed in substantial accordance with generally accepted practices as they existed in the site area at the. time our services were rendered. No warranty is either expressed or implied.. u • Date of Report 10-9/25/00 = COMPRESSION TEST RESULTS BMI Project No. ► OOS-765 _LABORATORY Sample I.D. No. PROJECTDATA 1A DATA 1B 1C PROJECT Telecommunications Facility CLIENT BCM Construction Company, Inc. Age (days) Honcut Hon Highway 70 7 377 Connors Court, Suite A Dimensions Butte County, California 6x12 Chico, California 95926 (inches) SAMPLE DATA Material ► Concrete Mix No. ► 00601 F Supplier ► Mathews Readymix, Inc. Cement (sk./c.y.) ► 6 Max. Size (in.) ► 1 Ultimate Load Admixture ► N/A Location ► Tower mat/pier foundation Spec. Strength ►- 3,000 psi @ 28 days (psi) Measured Specified -qqqqppp— -"Nqqppp— Date Sampled ► 9/13/00 Time ► 10:30 am Slump (inches) ► 4-1/2 N/P Sampled by ► Peter Schurman Air Temp. (F) No. 69 N/P Ticket/Load/ ► 267673/2/119 Truck No. Mix Temp. (F) 00.74 N/P Date Received ► 9/14/00 Air Content ► N/A N/P r N/A: Not applicable N/P: Information not provided to Brown & Mills _LABORATORY Sample I.D. No. ► 1A DATA 1B 1C Date Tested ► 9/20/00 9/20/00 Age (days) ► 7 7 Dimensions ► 6x12 •6x12 (inches) X -Sect. Area ► 28.27 28.27 (sq. in.) Ultimate Load ► 85,250 85,900 (pounds) ,ompressive ► 3,020 3,040 Strength (psi) Remarks 110 - Copies Copies To ► Submitted by: Brown & Mills, Inc. R. Keith BFown Principal BROWN & MILLS, INC. 9940 Business Park Drive, Suite 140, Sacramento, California 95827 Phone (916)362-5541 FAX (916)362-3454 3i September 25, 2000 r BMI Project No. OOS-765 Tllr is ' We appreciate the opportunity of providing our services for this project. If you have any questions regarding this letter or need further information, please contact the undersigned. Sincerely, Q�pFESSIpN Brown & Mill , Inc. �° ��" BRo �rn Q 2 z ♦ Wy, X7. R. Keith Brown-P.E. sl civ% Principal �TFOF'V' � � Attachment: Concrete Compression Test Results (1 page) cc: Butte. County Department of Development Services, Building Division BCM Construction Company, Inc. OWN tM M BROWN & MILLS, INC. 0 M GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS = CONSTRUCTION MATERIALS TESTING September 25, 2000 BMI Project No. OOS-765 Mr. Bryon Sattler RECEIVED' Verizon SEP 7 7 255 Parkshore Drive ?OCO Folsom, California 95630 BUTTE (JOUNI,Y B ILDI�;C: nivIS.[O:`: Subject: Report of Special Inspection and Testing Telecommunications Facility Honcut 2147 Highway 70 Butte County,CalLilfornia �(, •� Permit No 0-0749 Dear Mr. Sattler: This letter presents the results of our inspection and testing services performed for the subject project. Our services included field observation of a tower mat foundation excavation, inspection of tower mat foundation reinforcing steel, sampling and strength testing of tower mat foundation concrete, and preparation of this letter. Plans and Specifications Plans and specifications for the tower mat foundation were prepared by Fibrebond Resources, Inc., and were dated July 27, 2000. These documents were reviewed at the site by our personnel. Field Observations Excavations for a tower foundation mat were observed by our field representative on September 13, 2000. The tower foundation excavation dimensions (i.e., depth and width) were in accordance with project plans. Soils encountered within the excavation generally matched those described in the project geotechnical report prepared by Brown & Mills (dated March 2, 2000). No groundwater was encountered within the excavation and the excavation bottom was relatively free of loose material and debris prior to placement of concrete. 0 1 9940 Business Park Drive, Suite 140, Sacramento, California 95827 Phone (916)362-5541 FAX (916)362-3454 September 25, 2000 BMI Project No. OOS-765 Steel reinforcing and anchor bolts for the tower mat foundation were observed by our representative prior to concrete placement. Steel bar grade, size, spacing, lap length, and clearance (with respect to the excavation and/or temporary formwork) were in general accordance with the project plans and specifications. Anchor bolts used to secure the tower to the foundation also met project material requirements, and were set with the reinforcing steel prior to concrete placement to achieve the necessary embedment depth. Concrete used for tower mat foundation construction was cast into the excavation on September 13, 2000. Tower foundation concrete was consolidated using a stinger -type vibrator throughout the entire depth and width of the foundation. Concrete used for tower mat foundation construction was sampled and tested in the field; results of field measurements and laboratory strength tests are attached. Conclusions To the best of our knowledge, work described above was performed in accordance with plans and specifications, as well as applicable Uniform Building Code requirements. Limitations Testing and inspection services provided by Brown and Mills for this project were performed in substantial accordance with generally accepted practices as they existed in the site area at the time our services were rendered. No warranty is either expressed or implied. ii. !'�Aa ir■ i � i r to Date of Report 10-9/25/00 COMPRESSION TEST RESULTS BMI Project No. ► OOS-765 Dompressive ► 3,020 3,040 Strength. (psi) Remarks ► Submitted by: Brown & Mills, Inc. Copies To ► R. Keith B own Principal BROWN & MILLS INC. REM 0 119 9940 Business Park Drive, Suite 140, Sacramento, California 95827 Phone (916)362-5541 FAX (916)362-3454 PROJECTV CLIENT DATA PROJECT BCM Construction Company, Inc. Telecommunications Facility HoncutCLIENT 377 Connors Court, Suite A 2147 Highway 70 2147 H Chico, California 95926 Butte County, California DATA Material ► Concrete Mix No. ► 00601 F Supplier ► Mathews Readymix,- Inc. Cement (sk./c.y.) ► 6 Max. Size (in.) ► 1 Admixture ► N/A Location ► Tower mat/pier foundation Spec. Strength ►• 3,000 psi @ 28 days (Psi) Measured Specified Date Sampled ► 9/13/00 Time ► 10:30 am Slump (inches) ► 4-1/2 N/P Sampled by ► Peter Schurman Air Temp. (F) ► 69 N/P Ticket/Load/ ► 267673/2/119 Truck No. Mix Tem F P ( ) 111p. 74 N/P Date Received ► 9/14/00 Air Content (%) ► N/A N/P N/A: Not applicable N/P: Information not provided to Brown & Mills LABORATORY DATA Sample I.D. No. ► 1A 113 1C Date Tested ► 9/20/00 9/20/00 Age (days) ► 7 7 Dimensions ► 6x12 6x12 (inches) X -Sect. Area ► 28.27 28.27 (sq. in.) Ultimate Load ► 85,250 85,900 (pounds) Dompressive ► 3,020 3,040 Strength. (psi) Remarks ► Submitted by: Brown & Mills, Inc. Copies To ► R. Keith B own Principal BROWN & MILLS INC. REM 0 119 9940 Business Park Drive, Suite 140, Sacramento, California 95827 Phone (916)362-5541 FAX (916)362-3454 September 25, 2000 BMI Project No. OOS-765 We appreciate the opportunity of providing our services for this project. If you have any questions regarding this letter or need further information, please contact the undersigned. Sincerely, Brown & Mill$, Inc. R. Keith Brown,- P.E. Principal FESS/p�,\ \��, ��j H BRA ✓q��1G� m Attachment: Concrete Compression Test Results (1 page) cc: Butte County Department of Development Services, Building Division BCM Construction Company, Inc. J iii M COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDIN IVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 53-754jry)_ ©, pE_Rjvil o. (Rev. 12/96) APPLICATION AND PERMIT (('fit// I / C`f� ASSESSOR PARCEL NUMBEij IRTOUCH (CLINT AKERS) [� ZONING BUILDING PERMIT OWNER 2147 hwy 70 Oroville CA 95965 TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS UNKNOWN CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ bO, 000 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $414.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ _ BUILDINGAf4J ; J HIGHWAY 7O, OROVILLE [L, 11 // Energy Plan Checking Fee $ $ ._l PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW TOWER Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I w @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OOOV OR LESS Main Service ZOOA OR LESS 23.00 23.0 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is full force and effect.\ License Class Lic. No. L OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the erformance of the work for which this permit is issued. have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My worker ' compensatio 'nsurance carrier and policy number are: Carrier 0' ev *0J Policy Numbe W (The above sections need not be competed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall wit cc ly t those provisions. X Date _ f I—oy Sig ature of Applicant - ❑ Owner ❑ Contractor RrAgent)Xj�� An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. dill,By Main Service 200A TO I000A 46.00 NEW CONST. OWEwNG OCCUP. SO OR ADDNS. a ACC. OCS. 3.5¢FT: l,, Rce0sNDT MULTI- OUTLET 3 @7,50 22.50 PSINGE OUTLET OWERLAPPARATUCIR.S Ex. Occup. OUTLET OR FIXTURES BAL @'.w Ex. Occup. OUTlEEDTB q p,OEq 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 65.50 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 769.40 HAZ. v D. FEES IMP FLOO ,�DF C PARCF�! PD/ � HD ISsu This permit is hereby issued under of the Butte County Code and/or indicated above for whic fees have PERMIT EXPIRES ON /! the applicable provisions Resolutions to do work been paid. Date Il % Dete I Receipt No. _ ____ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PI -INSPECTOR GOLDENROD -APPLICANT 60UNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75Q1.PEgMITo. � r 12/96) APPLICATION AND PERMIT (jJ -`!7 .SSE:soaFAaceZNurDeA Q�%� �?J 2O/NO BUILDING PERMIT OWNER TELVINONE SO. FT. I /qCC. BUILDING VALUATION OwNERs w,uNo„�DDAtst ...r. U/V wWNO ADOMS CONS TpUCnON IENOEA TENON! GV D CV '71 3.57 ` Total Valuation S PPLNS. OR Ex. OCCU OVTLEM ES11 . FA 5.00 ELECTRICAL PERMIT AAcmrrECT OR ENOINEV% LICENSE NO. Flina Fee $ 23.00 20.00 Permit Fee $ 46.00 5 AacNrtEa oa EHowEtAs wwNo ADoaEsa Plan Checking Fee $ ORADONS. suS�awADOREss Energy Plan Checking Fee S NEW CONST. -NULTFOUnET i @7.50 $ PERMIT FEE S �J LOT NO. SUBDN[igNS NAME PARCEL Vi1P PLUMBING PERMIT Fling Feel 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ tAobilehome ❑ Other SPEC`~ Solar or hent pump water heater 23.00 Water piping 00 Each gas water heater or vent 15.00 TYPE OF WORK New O Add" Remodel O Utilities I7 installation ❑ Other O Describe Wok Gas piping stem 1 - lets 15.00 Buildingsew 15.00 Mobile -go -me I S I GI Wl @20.00 ` PERMIT FEE S PPLNS. OR Ex. OCCU OVTLEM ES11 . FA 5.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service ( 09 pa OA LLEss 23.00 Main Service 200A TO LOOOA 46.00 NEW CONST. DWELLM OCC. 3.$¢F°, ORADONS. • ACC. OLDS. NEW CONST. -NULTFOUnET i @7.50 ,� Ex. OCCU OUTLET OR FDnuRES a PPLNS. OR Ex. OCCU OVTLEM ES11 . FA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirino 23.00 PERMIT FEE S t 2 CO MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling W—A # 6.50 PERMIT FEP- S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONiT. TYPE T9JAL FEES a NAZ D. FEES• Z FLOOD COF P C This permit is hereby issued under the le provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: Y f ASSESSOR PARCEL ER: C -"" &6 __03 Proposed Buifdin Use: _r :rr) t.u" tEO Building Inspector: Date: p U At time of permit application I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted------------------------------------ ------------------------------------------------- t0-r&lot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ /� 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- �ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered tniss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation.---------------------------------------------------- ❑ 7. Statement of Intent for..Non-Heated and A/C Buildings. ■❑ Manufactured Home data and installation -Fees of $ 4 %.?------------ including Tie Down Specifications -------------------- El 12, California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. ------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. Ell 5. City of Chico plumbing permit. --------------------------------------- i1///%/11 I / ❑ 16! Plot plan and busine s licee a proval from the Ci of Bi�ps.------- -- ------ ------ - ----------------- / ��3'C (�cl�w� i oo-�Y gpprovj - atj-co c i.hs v�nc F n �1 P annrr►g approval for (A) Use: (B) Parking: /-------------------------- V IJ1W8' . Contact Land Development about .,.Improvements, ❑ Drainage, Legal Parcel. ----------------------- / 3 ZGao ❑ 19. Encroachment Permit for driveway construction approval prior to occupancy) - ----------- ----- - 0. Pre -inspection for required.. Request to Building Inspector on ontractor's license information. (Number, Name Style, Classification). ----------------------------- orkers' Compensation carrier and policy number. ---------------------------------------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------=----- ❑24. Letter of signature authorization.-------------------------------------------------------------------------• ❑ 25. Recorded copy of Agricultural Acknowledgment Statement.------------------------------------------- 026. ------------------------------------------ ❑26. Letter of intent on building use. ------------------------------------- ' ==_== -"---------------------------------- ❑27. Manufactured Home utility clearance.--------------------------------=-=-----�------------------------------ ❑28. Existing violations and/or expired permits. ------------------------ 9. ❑433 A ❑Grazrt Deed, ❑��v1.H. Tine, heck to H.C.D $_ ther: O�/l�yy`� en' you e ,ermit, process as follows F-1Mailto owner, ❑Ma C❑�elepho� 17— aS/ 7 and hold for pickup at 5'7?T2-vCT. /'�'tii el -V 7//-Z/c o tO Appli Cop of f H z -Mat form sent ❑ Health Department, ❑ Fire Department Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Index permit application for the above items numbered: ---------------------- /N t5 ------- (Date) ❑Deli with inspector. Date: 1-1-13-00 Date:, By: J ❑ Plan Check List 2. Additional items required: C/A L (S lco I LA- TfA L' t_YL/ Contractor, . esigner, owner, was advised of the above required data by hone, o mail, ❑ Building Division counter, by � Date: '(o — 0 ontractor gner, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by _FA Date: 7 / L of Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, o er, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: 00 Plans approved by: Date: 2 a o Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. fol er. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. C,4-tcf 7-0VvE 70 W&?Z /�)/SC vt/ vv/ (% 2 r" ref Vltl-zl,4Xl c c,114ti1 (Jr 5l nic/ 11 SPECIAL INSPECTION POLICY 1. Engineer or Architect shall identify on the plans when special inspection is required per Section 1701 of the Uniform Building Code, list the type of special inspection required and any special requirements for testing. 2. Plan check engineer will attach the "Special Inspection Note" form to the plans indicating which items will require special inspection. 3. Plan check engineer will notify applicant and list on the data sheet that approval of the special inspector is required prior to issuance of the building permit. 4. A preconstruction conference may be required by the Plan Check Engineer to review special inspection requirements and procedures. 5. The special inspector shall be employed by the owner, architect or engineer of record, but not by the contractor. 6. Prior to our approval of a special inspector, a resume and other information may be requested to verify the qualifications and certification of the special inspector. 7. Special inspectors shall submit reports to the Building Division stating that all items requiring special inspection and testing were fulfilled. Final report is to be submitted and approved prior to final inspection of building. In addition to the inspections required by the Uniform Building Code Section 108, a Special Inspection is required in this building in accordance with the Uniform Building Code Section 1701. Duties and Responsibilities of the Special Inspector: 1. The special inspector shall observe the work assigned for conformance with the approved design drawings and specifications. 2. The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All Vdiscrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. 3. The special inspector shall submit a final signed report to the Building Division stating whether the work requiring special inspection was, to the best of his knowledge, in conformance with the approved plans and specifications and the applicable provisions of this code. 4. The special inspector shall advise the contractor that Building Division called inspections cannot be delegated to him, so inspections must also be made by Butte County. �1 5. Any change in special inspection firms made after permit issuance shall be approved by the Building Division prior to the �l new firm performing any inspections. 6. Special inspections are in addition to the regular inspections performed by the Butte County Building Division. County inspection approval and sign off is not to be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special inspection. Special inspection is required for the following items: reinforced Concrete (Taking of test specimens, placement of reinforcing and placing of concrete). 3000 F51 [ ]Structural Masonry High Strength Bolting XWelding :Bolts installed in Concrete ( ]Other: December 1996 4.0 JUL-21-2000 06:49 FROM:MERICOWCORPORATION 916 920 2343 TO:15305382140 P.001/001 MERICOM" C D R P 0 R A T 1 O N July 20, 2000 Mr- Philo Hunt Butte County Building Department 7 County Center Drive Oroville, CA 95965 Re: AirTouch Cellular "Honcut" Site Dcar Philo: This letter will advise that the proposed AirTouch Cellular Honcut communications site can be completely removed and restored to original grade for $15,000. Thank you very much. Sincerely, Jerry Jazmadarian Project Manager p�y OY / r 0 �l2 NORTHWt ST(;VN REGIONAL OFFICE CORPORATE WAt)QUARTEkS 4700 NORTHGATE BIND.. SUITE• 160 20472 CRESCENT' RAY DR.. SUITI: 104 SACRAMENTO, CA 95834, U.S.A. LAKE Fo(ws-r, CA 92630 U.S.A. Ttu,EPHONE: (9.16) 920-7900 / FAX: (916) 920-2343 TG:t_tivNONE: (949) 470-7990 / FAx: (949) 470-7989 -7 I -7 -3118 sIEF 1=�Y 39 1,1 c +krc I s L JUL-14-2000 06:43 FROM:MERICOM-CORPORATION 916 920x2343 TO:15305382140 P.001%001 M E R I C O M" C 0 R o D R A T 1 O N FACSIMILE TRANSMITTAL SHEET TO: Philo Runt FROM: -Terry Jazmada,rian COMPANY: Butte County Building Dept DATE: 7/13/2000 FAX NUMBER: PHONE NUMBER: "RE: AirTouch "Aoncut" Cellular Site Mr. }runt: TOTAL # OF PAGES INCL. COVER: SENDER'S PHONE NUMBER: (9.16) 717-31.18 SENDER'S FAX NUMBER: (916) 920-2343 The special inspection firm we shall be using for all inspections of this project is: Brown and Mills, Tnc. Attn: Mr. Keith Brown 9940 Business Park Drive, Suite 1 Sacramento, California 95827 1 will contact Butte County Planning regarding a copy of the use permit. Thank you very much. n 4700 Northgate Boulevard - Suite 160, Sacramento, CA 95834 'hone: (916) 920-7900 Fax: (916) 920-2343 ' PLAN REVISION Please complete the following information in order to process your submittal. If this form is not com 1 and legible, it may cause a delay in processing. p ete, cor Owner's Name: Received By- . Date: A.P. #: S — �-- Q 3 Permit #: co—.C)-7 Q p, ' c / Time: Contact Phone Number: Purpose of submittal: O Permit Application Data Item ❑ Engineering Plan Revision 00 t-2,6� iso ❑ Requested by Building Inspector or Correction Notice - Requested By Plan's Examiner - Examiner's Name: -tor's Name: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for pl2 review. If engineering is involved in this revision, the engineer must put his requirements on these drawings an stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearlv_sho, :hanges nr000sed and locations invn1--,4 When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call ❑ Deliver with next inspection. and hold for pickup at the ❑ Chico Office . ❑ Oroville Office Revised Plan Check Fee: ❑ 546.00 Receipt #: Additional. fees maybe due based upon complexity and time in Additional Fees: Receipt #: Additional Fees Not Requirec Ived to process this submittal PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, correct and legible. it may cause a delay in processing. Owner's Name: (� Received By. 6Date: A.P. #: Permit #: C,� L I (o 717 3116 ql ContactPhoneNumber: 1 3) Purpose ofsubmittal: ❑ Permit Application Data Item ❑ Engineering �ed Vil,7E N&JIV 0if6 CS ❑ Plan Revision ❑ Requested by Building Inspector or Correction Notice - Inspector's Name: an /� r, _ By Plan's Examiner - Examiner's Name: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this•ievision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawines must clearly show When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call and hold for pickup at the ❑ Chico Office ❑ Oroville Office ❑ Deliver with nest inspection. Revised Plan Check Fee: ❑ $46.00 Receipt #• ❑Additional Fees Not Required Additional fees may be due based upon complexity and time involved to process this submittal. Additional Fees: Receipt $: MERIC®MTM C O R P O R A T 1 O N May 16, 2000 Mr. Philo Hunt Butte County Building Department 7 County Center Drive Oroville, CA 95965 Re: AirTouch Cellular "Honcut" Site Dear Philo: Enclosed please find two (2) each wet -stamped drawings of the tower and foundation design with accompanying letter relative to the above application. If you have any questions, please contact me at (916) 717-3118 or Chris Lee, Construction Manager at (916) 717-3517. Thank you very much. Sincerely, Jerry Jazmadarian Project Manager NORTHWESTERN REGIONAL OFFICE CORPORATE HEADQUARTERS 4700 NORTHGATE BLVD., SUITE 160 20472 CRESCENT BAY DR., SUITE 104 SACRAMENTO, CA 95834, U.S.A. LAKE FOREST, CA 92630 U.S.A. TELEPHONE: (916) 920-7900 / FAX: (916) 920-2343 TELEPHONE: (949) 470-7990 / FAX: (949) 470-7989 air0751 SELF SUPPORTING TOWER FOUNDATION DESIGN PROGRAM (MAT FOUNDATION ) 1CO' FIBREBOND RESOURCES Tower: 150 FT Project No: AIR0751 Customer: IRTOUCH CELLULAR Engineer: HY Site Name: HONCUT, CA Date: 5/9/00 Soil Reported By: BROWN & MILLS, INC- PROJECT 3005-084, DATED 3/2/2000 1- Base Reactions: Down Load = 22 Kips; Shear = 26.4 Kips; 0- Moment = 2497.-7 K -Ft 2- Individual Loads in Legs: Compression = 184.44 Kips; Shear =-15.8 Kips; Uplift = 160.6 K -Ft J. Soil Properties: 2642.9 K -ft Overturning Resistence = Water Table Below the Grade: 29 Ft Overturning Safety Factor = 1.7222 Unit Weight of Soil = 100 Pcf 1593.7401 Psf Allowable Soil Bearing Capacity = 2600 Psf Max- moment calculated for bott- bar 4. Foundation Dimension Kips -ft Required bottom rebar area of pad = 7.774 Width of Pad Max.moment calculated for top bar = 24 Ft Thick- of Pad = 3.4212 = 2.25 Ft Diameter of Pier top an.d bottom each way. = 3 Ft Depth of Bottom of Pad Below Grade = 5 Ft Total Concrete Volume = 50.5525 Cu. Yd. 5. Capacity Check: Calculated Overturning Moment = 2642.9 K -ft Overturning Resistence = 4551.6748 K -Ft Overturning Safety Factor = 1.7222 Calculated Soil Bearing Pressure = 1593.7401 Psf 6- Design Rebar ( Fy =60 Ksi, Fc = 3. Ksi ): Max- moment calculated for bott- bar = 613.5494 Kips -ft Required bottom rebar area of pad = 7.774 sq- in. Max.moment calculated for top bar = 270.015 Kips -ft .Required top rebar area•.of pad = 3.4212 sq- in. Select25 x # 8 Rebars, Area =• 19.635 for both top an.d bottom each way. Total rebar area each way is 39.27. sq -in. > Min- Area = 13.9968 sq-in- 7- Check Slab Shear Capacity (1). One Way Shear Calculated Shear Force = 206.9835 (2). Two -Way Shear Calculated Shear Force = 244.9017 Kips; Allowable Shear .= 537.7397 Kips Kips; Allowable Shear = 855.0716 Kips 8- Design Pier Calculated Moment = 51.35 Kips -ft Req'd rebar area = 5.2927 sq. in. Use: 8 x # 8 rebar Area = 6.2832 sq. in. > Min- Area = 5.0894 sq-in- 9- Check the Development Lengths Compression Development Length for Rebar of Pier = 18.4548 In• The Bar Length of Pier Available in The Pad = 24 In- �o Q?,OfrESS/p� ` q <11CIDy d No. C048155 � Exp. June 30, 2000 CLV 1\- , Y 1,12000 Page.. 1 *APPROVED ❑ CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: 00 —0--) 9 9 Genera/Information Date: I ' . ©'o AP#: 02 - .1 ao:: � Owners Name: t- L--1 JJ 1 (C S Parcel Acreage: 5_57 A L Owners Address: 21 H (,�•7 J LLQ C A � �9 Building Site Address: PN� r Property Information Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well -E Other --TO) VJ e I jj �p 1 Q Zone District: _ y, Date of Zoning, Ordinance: � '- � �• C> General Plan: DF— C_ Develooment Agreement - Use Permit: up o C) �Variance: Parcel Is In: Land Conservation Agreement ® No ❑ Yes, check use Minimum Acreage: _ Nitrate Action Plan *No ❑ yes Violation Area In No ❑ Yes Specific Plan ®•No ❑ Yes ❑ Chico ❑ D2N Enterprise Zone No ❑ Yes, check use 1 1 [:]No Yes �A ' A Floodplain Zone: ❑ Watershed Protection Zone No Yes Proposed Use Complies With: ®General Plan Zoning Pr000sed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Famii Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Cohasset Panel Number: D - / a 0 ❑ Accessory Building Use Zoning Code Street & Highways Fire Prevention Subdivision Ma Front ` Side Side street Rear Height Permit C/earaMe ;nvironmental Health I«ues• Sepdc_Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes 'arcel Created by: ❑ Deeds ❑ Map Date of Creation: Legal Access Provided: Deed Reference: Legal Access Required: Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No [-]Yes Comments: - Date of Recording: Lot: ❑ No ❑ yes ❑ No ❑ Yes Block: Book: . Page: :onditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Comply with condition no. of conditions of approval for the ❑ Provide Creation Deed ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other neral Comments: 05/02/00 TUE 13:09 FAX 15303421768 , BCM ;C•HIf;Ok' R! _ „��:,••:M. : 002 FRODUCIcR .,, ...ioa.',Hia �:�w'Gsai,•ck,•`�:-•,>:r�.�.%�i:`%a. .: s'. .��"�.•'cE's.•r' •scH ^ �w:r�,�l.�:��,+'�`Y;;�Y. , �k:a•'�v,'r ��si� d•: OA7lf 1 •yyG .. (707)579-5200 FAX (707) S46-8021 '�"'°"��` '�"� tY`°"':''x 01/24/2000 c ogeft & Young Insurance Services ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 2455 Bennett Valley Rd. #A-200 HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Santa Rosa, CA 95404 •' ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW COMPANIES AFFORDING C ERAGE Atte: Stephanie Nordby COMPANY TRAVELERS PRUPERTY CASUALTII iN81►riE0'.................._.................... .. ........................................... BCM CONSTRUCTION COMPANY, INC. � COMPANY � Sl1PEaI0R•�NATIOfYAL��NS.•••COMFANY••.• "•'.' " 377 CONNORS COURT, SUITE A CHICO. CA 95926 COMPANr.........••••.•.•..•. .......................... . C .......................................... COMPANY ....................... THIS IS TO CERTIFY TF4AT ...........�,-:.•...:. s. ..:.gt;••'.cFl:x^•;;xew>.Si«..-...:..�:>e•a ;•,<::�`F•":�`:.x�.i.:i.`'z�' <�•.>i:vT^ THEPOLLCIESOFMSURANCEUSTE ..,.:..:...>�:• <ar�izzo:Y.��:f"':a?�.w, �t� «t�"�a o;✓{o-'b r _ 0 BELOW HAVE BEEN ISSUED 70 THE INSUREDS COVE FOR l INDICATED NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDMON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPFC7 TO WHICH THIS OL ER 00 CERTIFICATE MAY BE ISSUED OR MAY PERTAIN• THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS ANO CONDITION$ OF SUCH POLICIES. UMf7S SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ................................ . ........................... — .............................. T : TYPE OF INSURANCE F -. LTR; POLICrNVMBER OLICYEPr+ECTIVE'PQUCYtSIP►RATON: DATE (MWpp/W) DATE (MWOWM LIMITS - GENERAL VABIL17Y - X : COMMERCIAL �+ERAL LIAGILITY : ; GENFItAL AGGREGATE . s 2.000.000 :.. • ...... i ....... PR .. . .. ....... rfi CLAIMS MADE X OCCUR- OOUC7S.COMP/OPAGG f 2.000,000 0Ol/Ol/00?.P..E..R....o..N..A.....6.....o..v....P...URvsX?OWNERSBrONTgACTOR'SP000397X7084TIL00 OZ/Ol/200?.000 ,000 ....................... ,.....; :......: ......................... CC RENCE....... . s.....1 00,000 u .. ' DAMAGE (Any ono (/e} • S .... ,300,000 AYTOMOBILe LIAMLLITY : MEO ExP (any one oe�so. y .....S S , 000 X ANY AUTO • : COMBINED SINGLE LIMIT S . ALL OWNED AUTOS ....... ......................... �....... 1. OOO I OOO 9CHEOULEDAUTO$ A' : a_ (BODILYYINJURY s - ` -810397X7084TIL00 01101/2000: 01/01/2001 ... •.......•••.•...•........ . X- ; HAED-AVTOS X : NON•OYYNED AUTOS • ' ± : BODILY INJURY PROPERTY DAMAGE ? S GPJMUU= LIABILITY ...: ANY AUTO `. AUTO ONLY. EA ACCIDENT • s OTHER THAN A EACH ACCIDENT,i:. .... o:%............ . .................. I............ EXCESS LIABILITY AGGREGATE S ' A :EACH OCCURRENCE X : UMBRELLA FORM CUP331K6120TIL00 01/01/2000 01 E•• /01/2001 •• O ---•R ................ s . . ? AGGREGATE •,000,000 OTHER THAN UMBRELLA FORM : ..................................... $ ........ S . OOO , OOO WORKERS COMPENSATION AND S EMPLOTER9' LIABILITY '• ? - :TORY 8 THE PROPRIETOR/ W991178147 ' EL EACH ACCjDGrrr .... ,.........:,1.000, 000 ,.... , 01/01/2000: 01/01/2001>..........................................:................ . PARTNERSOExecuTIVE :INCL OFFICERSARL' ; EL DISEASE -POLICY LIMIT ' s 00 , OOO ExcL 1.0 OTHER ; El DISEASE • EA EMPLOYEE S 1,000,000 ERTIFICIATE ISSUED TO PROVIDE EVIDENCE OF COVERAGE E: LICENSE #7371.57 ANCELLATION'.,:EXCEPT 10 DAY NOTICE FOR NON PAYMENT OF PREMIUM CALIFORNIA CONTRACTORS STATE LICENSE BOARD PO BOX 26000 SACRAMENTO, CA 9SB26 SHOULD ANY DA THE A130Ve DESCWeED PpuGEB w CAHceLLED 0EFORE»THE ' O(PIRATION DATE THEREOF, THE ISSUING COMPANY WALL ENDEAVOR TO MAIL -3D-_ DAYS WRITTEN NOTICE TO THE CERTIFICATE MOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SVC" NOTICE SHALL IMPOSE NO OBLIGATION OR UALBIUTY OF ANY KIND IRON THE COMPANY, IT'S AGENTS OR REPRESENTATIVES. Stephanie RECEIVED JAN 2 6 2000 USE PERMIT BUTTE COUNTY PLANNING COMMISSION DATE: (Certified Mail Rec.) �I11Q�aii► 025-180-036 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: AirTouch Cellular is hereby granted a Use Permit in accordance with the application filed: Use Permit to install a 100 -foot tall self-supporting lattice tower, nine 6.6 square foot panel antennas that extend 2.17 feet above the top of the tower, and two 7.5 square foot equipment cabinets. 1. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-45.65. 2. Unless otherwise provided for in a special condition to this use permit, all conditions must be completed prior to or concurrently with the establishment of the granted use. The use granted by this permit must be established within 24 months of the delivery of the countersigned permit to the Permittee. 3. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 4. If any use for which a use permit has been granted is not established within two years of the date of receipt of the countersigned permit by the Permittee, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. 5. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. 6. Neither the applicant, nor any agent nor representative of the applicant shall intentionally omit or misrepresent any material fact in connection with the application. Any alleged material misrepresentation shall constitute grounds for the Director of Development Services to commence a revocation hearing, and, if proven to exist, shall constitute sufficient grounds to revoke a permit. Conditions of Approval: 1. The tower shall incorporate a lattice design and shall be painted a neutral color such that it fits in with the agricultural character of the project area. Prior to issuance of the Use Permit �Y and building permits, the applicant shall submit revised elevations of the lattice design and Ole" submit color materials which show the color of the -tower -to- e P aruung Division for review •7and�val. The tower approved and constructed with this Use Permit shall conform to the approved lattice design and approved color. (Mitigation Measure 1) 2 Prior to construction of the tower, the applicant shall notify all agricultural aerial applicators registered in the County of the location of the lattice -designed tower. The notification shall 17 include the latitude and longitude coordinates of the tower. The applicant shall submit proof ® that all agricultural aerial applicators registered in the County have been notified prior to construction of the tower. (Mitigation Measure 2) ,\3 The installation of the Facility shall comply with all applicable building and electrical codes. ' The Facility operator shall submit certification from a registered structural engineer to the L Building Division, that all associated monopoles and towers in excess of thirty (30) feet in height will withstand sustained winds as required by the Uniform Building Code. 4. No advertising or display shall be permitted on the Facility. 5. The placement of any antenna or structure shall not adversely affect any on-site sewage disposal system or its repair area without written approval from the Division of Environmental Health. 6. The installation of the Facility shall not violate any existing deed restrictions. 7. The Facility shall have a twelve (12) foot wide all-weather access to a publicly maintained road capable of supporting a forty thousand (40,000) pound fire apparatus with fifteen (15) feet of vertical clearance. 8. There shall be no outdoor vehicle or equipment storage except for emergency purposes. 9. The Facility shall fall within current standards and regulations of the FAA, the FCC, and any other State and/or Federal agency with the authority to regulate such Facility. If such standards and regulations are changed, the property owner or responsible party shall bring the Facility into compliance with such revised standards and regulations within ninety (90) days of the effective date of such standards and regulations, unless a more stringent compliance schedule is mandated by the controlling agency. 10. The Facility or combination of the Facilities on the site shall not generate, at any time, electromagnetic frequency radiation (EMF) or radio frequency radiation (RF) in excess of the FCC adopted standards for human exposure, as amended over time. 2 1. If it is found that the Facility is or will be detrimental to the health, safety, or welfare of persons working or residing near such facility, then the service provider(s) and property owner shall be jointly and solely responsible for the removal, adjustment, or replacement of the Facility. In no case shall the Facility remain in operation if it is found to create a hazard to health, safety, and welfare. The Facility shall not be found to create a hazard to health, safety, or welfare as a result of EMF or RF emissions from the Facility so long as it meets all current standards established by the FCC, pursuant to FCC OET 65. Prior to issuance of the building permit for the installation of the Facility, the applicant shall post a performance security in an amount and form determined by the Director of Development Services that is sufficient to cover the cost of a one-time test by a radio frequency consultant selected by the County, sufficient to determine whether the Facility's RF/EMF emissions comply with FCC standards. If the Facility's emissions are determined to exceed FCC standards, the applicant is required to pay for such other tests and other corrective measures as are necessary to establish compliance with FCC OET 65 and its successors and such noncompliance shall constitute sufficient grounds to commence a permit revocation hearing which may lead to permit revocation. The applicant shall cooperate in all respects with the County's consultant to assist the consultant to reach his/her conclusion. 12. All Facilities that are not in continual use for a period of six (6) months shall be considered abandoned. Abandoned Facilities are hereby designated as unlawful and as public nuisances, requiring no amortization period. Prior to issuance of a building permit for the Facility, the applicant shall obtain a -detailed estimate from an appropriate building industry business or contractor for the removal of the Facility, including the proper disposal of all removed materials and the return of site to its original condition. A copy of the estimate shall be submitted to the Building Division for review and approval prior to issuance of building permits. Prior to issuance of the building permit for the installation of the Facility, the applicant shall post a performance security in an amount and form determined by the Director of Development Services that is sufficient to cover the cost of removal of the Facility, proper disposal of all removed materials, and return of the site to its original condition in the event that such Facility is abandoned, or if the permit has been terminated for violation of its conditions by the County after hearing, or has expired, and after notice has been given to the owner/operator by the County, no application for renewal has been filed. If the Director of Development Services determines that the Facility is abandoned, the applicant may be required to remove all equipment belonging to the applicant from the premises and return the site to its original condition within thirty (30) calendar days of receipt of notice to abate. If such Facility is not removed and the site returned to its original condition .within thirty (30) days, the County may remove the Facility at the applicant's and/or land owner's joint and several expense. 13. All ground level support Facilities shall be painted and/or screened from view with adequate landscaping appropriate to the surrounding environment. All aesthetic treatments, including landscaping shall be maintained as approved for the life of the Facility. 14. The Facility may not encroach into, under, over, above, or upon any public street in the unincorporated area of the County in the absence of a valid encroachment permit from the County. 15. The owner/operator of the Facility shall annually submit a written verification, attested to under penalty of perjury, signed by both the owner/operator and an FCC licensee in the employ of or retained by the owner/operator, that the radio frequency radiation/electromagnetic frequency (RF/EMF) emitted by the facility conforms to safety standards set forth in FCC OET 65. The reports prepared for the Facility shall conform to reporting requirements set by the FCC and the County. The reports shall be submitted to the Planning Division and the Building Division no' later than January 31 of each year. 16. The Facility shall be secured at all times to prevent access by the public. 17. Applicant shall implement measures to prevent fugitive dust emissions during all construction activities. 18. The project site shall be developed in accordance with the approved project site plan and the conditions contained herein. Said site plan is on file in the Planning Division, is identified as "Exhibit E" and date-stamped March 6, 2000, and is incorporated herein by this reference. 19. Prior to use of this project, the applicant shall contact the Planning Division for a field inspection to verify all conditions of approval and ordinance requirements have been met. 20. Applicant must also comply with all other applicable State and local statutes, ordinances and regulations. -2 Prior to the issuance of building permits the applicant shall submit documentation to the Public Works Department from a registered civil engineer that shows the location of the communication facility lease area with respect to the 100 -year floodplain. If the. lease area is within the 100 -year floodplain, the applicant shall 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. Said plan shall be submitted to the Public Works Department for review and approval. If the project is not within the 100 -year floodplain, flood elevations are not required. 22. If the communication facility lease area is within the 100 -year floodplain, obtain approval from the California Department of Water Resources prior to start of construction. 23. Building Permits are required for the communication facility. Plans and calculations shall be prepared by a licensed architect or civil engineer authorized to practice in the State of California. 4 24. Applicant shall provide a Hazardous Material Release Response Plan and Inventory form to the Environmental Health Division. Caltrans 2 The driveway access on Highway 70 shall meet Caltrans' Commercial Driveway Standards. A Caltrans Encroachment Permit shall be obtained prior to any work in the Highway 70 right-of-way. Prior to issuance of building permits, the applicant shall submit documentation to the Planning Division from Caltrans that states the driveway meets Caltrans' Commercial Driveway Standards. I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are in fact the conditions which were imposed upon the granting of this use permit, and that I agree to abide fully by said conditions. Dated: Applicant NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and Health Department permits before starting construction, nor does it waive any other requirements. Butte County Planning Commission Chairman CC: Land Development Division Building Division Environmental Health Department Butte County Fire Department/CDF Agricultural Commissioner Caltrans MAST - Latticed Tower Analysis (Unguyed) (c) 1995 Weisman Consultants Inc. Phone: (416) 736-7453 Processed under license at: Fax . (416) 736-4372 FIBREBOND RESOURCES, INC. - Minden, Louisiana on: 22 jun 2000 at: 13:32:.37 100 FT S1 FOR AIROUCH, (AIR0751) HONCUT, CA. 75.00 MPH WIND & .0 ICE MAST GEOMETRY ( ft PANEL NO.OF ELEV.•AT ELEV.AT F.W..AT F.W..AT TYPICAL TYPE LEGS BOTTOM TOP BOTTOM TOP PANEL in LE 80.00 100.00 3.142 .000 HEIGHT X 3 80.00 100.00 4.50 4.50 5.0.0 X 3 60.00 80.00 6.50 4.50 5.00 X 3 40.00 60.00 8.50 6.50 5.00 X 3 20.00 40.00 10.50 8.50 6.67 X 3 .00 20.00 12.50 10.50 6.67 MEMBER PROPERTIES MEMBER BOTTOM TOP X-SECTN RADIUS TYPE ELEV ELEV AREA OF GYRAT .00 ft ft in.sq in LE 80.00 100.00 3.142 .000 LE .60.00 80.00 3.976 000 LE 40.00 60.00 4.909 ..000 LE 20.00 40.00 7.069 .000 LE .00 20.00 8.296 .000 DI 80.00" 100.00 .422 .000 DI 40.00 80.00 .484 .000 DI 20.00 40.00 .715 .000 DI .00 20.00 .902 .000 ---------- LOADING-CONDITION A WIND 75.0 MPH WIND & 0" ICE AT 30. DEGREE MAST LOADING LOAD ELEV APPLY..LOAD..AT TYPE ......FORCES...:.. RADIUS AZI AZI ft ft VERTICAL C 100.0 .00 .0 C 98.5 .00 .0 C 85.0 .00 .0 C 85.0 .00 .0 C 75.0 .00 .0 ELASTIC THERMAL MODULUS EXPANSN ksi /deg 29000. .0000000 ,29000. 0000000 29000...0000000 29000. 0000000 29000. .0000000 29000. .0000000 29000. .0000000 '29000. .0000000 29000. .0000000 �aOFES u NO. C048 1555 Exp. June 30, 2004)* JUL ' 7 2000 LOAD ......FORCES...:.. ......MOMENTS...... AZI HORIZ DOWN VERTICAL TORSNAL kip kip ft -kip ft -kip 30.0 1.08 .32 .00 .43 30.0 1.22 2.26 ..00 .49 30.0 1.03 .32 .00 .41 30.0 1.17 2.26 .00 .47 30.0 1.13 2.26 .00 45 C 75.0 .00 .0 3.0.0 .99 .32 .00 .40 D 100.0 .00 5.0 30.0 .11 .07 .0.2 -.04 D 85.0 .00 5.0 30.0 .11 .07 .02 -.04 D 85.0 .0'0 3.0 30.0 .11 .08 .04 -.04 D 80.0 .00 3.0 30.0 .11 .08 .04 -.04 D 80.0 .00 2.0 30.0 .11 .09 .04 -.04 D 75.0 ..00 2.0 30.0 .11 .09 .04 -.04 D 75.0 .00 300.0 30.0 .10 .12 .00 .00 D 70.0 .00 300.0 30.0 .10 .12 .00 .00 D 70.0 .00 300.0 30.0 .10 .12 .00 .00 D 65.0 ..00 300.0 30.0 .10 .12' .00 .00 D 65.0 .00 300.0 30.0 .10 .13 .00 -.01 D 60.0 .00 300.0 30.0 .10 .13 .00 -.01 D 60.0 .00 300.0 30.0 .10 .14 .01 -:O1 D 55.0 .00 300.0 .30.0 .10 .14 .01 -.01 D 55.0 .00 300.0 30.0 .10 .14 .01 -.01 D 50.0 .00 300.0 30.0 .10 .14 .01 =.01 D 50.0 .00 300.0 30.0 .10 .14 .01 -.01 D 45.0 .00 300.0 30.0 .10 .14 .01 -.01 D 45.0 .00 300.0 30.0 .10 .14. .0.1 -.02 D 40.0 .00 300.0 30.0 .10 .14 .01 -.02 D 40.0 .00 300.0 30.0 .09 .17 .01 -.02 D 33.3 .00 300.0 30.0 .09 .17 .01 -.02 D 33.3 .00 300.0 30.0 .09 .17 .02 -.02' D 26.7 .00 300.0 30.0 .09 .17 .02 -.02 D 26.7 .00 300.0 30.0 .10 .17. .02 -.02 D 20.0 .00 300.0 30.0 .10 .17 .02 -.02 D 20.0 .00 300.0 30.0 .10 .19 .02 -.03 D 13.3 .00 300.0 30.0 .10 .19 .02. -.03 D 13.3 .00 300.0 30.0 .08 .16 .02 -.03 D 6.7 .00 300.0 30.0 .08 .16 .02 -.03 D 6.7 .00 30.0.0 30.0 .06 .13 .03 -.03 D .0 .00 300.0 30.0 .06 .13 .03 -.03 ANTENNA LOADING --------------- --------------- ....... ANTENNA ....... ATTACHMENT ...........ANTENNA FORCES.......... TYPE ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip kip kip ft -kip HP 92.0 .0 3..6 .0 .72 .14 .28 -.18 HP 92.0 180.0 3.6 120.0 -.60 -.08 .28 -.20 SUPPRESS PRINTING ...FOR THIS LOADING.. .........MAXIMUMS.......... LOADS DISPL ,MEMBER FOUNDN ALL DISPL MEMBER FOUNDN INPUT FORCES LOADS FORCES LOADS no yes yes yes no no no no LOADINGCONDITION B _________________________________________________________ WIND 75.0 MPH WIND & 0" ICE AT 60. DEGREE MAST LOADING TYPE ELEV AZI RAD AZI ft ft HP 92.0 .0 3.6 .0 HP 92.0 180.0 LOAD ELEV APPL.Y..LOAD..AT LOAD ......FORCES...... -.03 .......MOMENTS...... TYPE .28 RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL .ft ft kip kip ft -kip ft -kip C 100.0 .00 .0 60.0 1.08 .32 .00 .43 C 98.5 .00 .0 60.0 1.22 2.26 .00 .49 C 85.0 .00 .0 60.0 1.03 .32 .00 .41 C 85.0 .00 .0 .60.0 1.17 2.26 ..00 .47 C 75.0 :00 .0 60.0. 1.13 2.26 .00 45 C 75.0 .00 .0 60.0 .99 .32 .00 .40 D 100.0 .00 5.0 60.0 .11 .07 .02 -.07 D 85.0 .00 5.0 60.0 .11 .07 .02 -.07 D 85.0 .00 3.0 60.0 .10 .08 .04 =.05 D 80.0 .00 3.0 60.0 .10 .08 .04 -.05 D 80.0 .00 2.0- 60.0 .10 .09 .04 -.06 D 75.0 .00 2.0 60.0 .10 .09 .04 -.06 D 75.0 .00 300.0 60.0 .11 .12 .00 .00 D 70.0 .00 300.0 60.0 .11 .12 .00 .00 D 70.0 .00 300.0 60.0 .11 .12 .00 .00 D 65.0 .00 300.0 -60.0 .11 .12 .00 .00 D 65.0 .00 300.0 60.0 .10 .13 .00 .00 D 60.0 .00 300.0 60.0 .10 .13 .00 .00 D 60.0 .00 300.0 60.0 .10 .14 .'01 -.01 D 55.0 .00 300.0 60.0 .10 .14 .01 -..01 D 55.0 .00 300.0 .60.0 .10 .14 .01 -.01 D 50.0 .00 300.0 60.0 .10 .14 .01 -.01 D 50.0 .00 300.0- 60.0 .10 .14 .01 -.01 D 45.0 .00 300.0 60.0 .10 .14. .01 -.01 D 45.0 .00 300.0 60.0 .10 .14 .01 -.01 D 40.0 .00 300.0 60.0 .10 .14 .01 -.01 D 40.0 .00 300.0 60.0 .10 .17 .01 -.02 D 33.3 ..00. 300.0 60.0 .10 17 .01 -.02 D 33.3 .00 300.0 60.0 .10 .17 .02 -.02 D 26.7 .00 300.0 60.0 .10 .17 .02 -.02 D 26.7 .00 300.0 60.0 .10 .17 .02 -.02 D 20.0 .00 300.0 60.0 .10 .17 .02 -.02 D 20.0 .00 300.0 60.0 .11 .19 .02 -.02 D 13.3 00 300.0 60•.0 .11 .19 .02 -.02 D 13.3 .00 300.0 60.0 .09 .16 02 -.03 D 6.7 .00 300.0 60.0 .09 .16 .02 -.03 D 6.7 .00 300.0 60.0 .06 .13 .03 -.03 D .0 .00 300:0 60.0 .06 .13 .03 -.03 ANTENNA LOADING --------------- --------------- ....... ANTENNA ....... ATTACHMENT TYPE ELEV AZI RAD AZI ft ft HP 92.0 .0 3.6 .0 HP 92.0 180.0 3.6 120.0 SUPPRESS PRINTING ----------------- ----------------- ...FOR THIS LOADING.. LOADS DISPL MEMBER FOUNDN ...........ANTENNA FORCES.......... AXIAL SHEAR GRAVITY TORSION kip kip kip ft -kip .56 .22 .28 -.03 -.44 -.23 .28 -.36 ....... .MAXIMUMS.......... ALL DISPL MEMBER FOUNDN INPUT FORCES LOADS FORCES LOADS no yes yes yes no no no , no LOADING CONDITION C ___________________---------- ________ .WIND 75.0 MPH WIND & 0" ICE AT 90. DEGREE MAST LOADING LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES....... .....:MOMENTS...... TYPE RADIUS AZI AZI' HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft -kip ft -kip C 100.0 .00 .0 90.0 1.08 .32 .00 .43 C 98..5 .00 .0 90.0 1.22 2.26 .00 49 C 85.0 .00 .0 90.0 1.03 .32 .00 .41 C 85.0 .00 .0 90.0 1.17, 2.26 .00 .47 C 75.0 .00 .0 90.0' 1.13 2.26 .00 .45 C 75.0 .00 .0 90.0 .99 .32 .00 .40 D 100.0 .00 5.0 90.0 .05 .07 .02 .00 D 90.0 .00 5.0 90:0 .05 .07 .02 .00 D 90.0 .00 5.0 90.0. .05 .07 1 .02 .00 D 85.0 .00 5.0 90.0 .05 .07 .02 .00 D 85.0 :00 3.0 90.0 .05 ..08 .04 .00 D 80.0 .00 3.0 90.0 .05 .08 .04 .00 D 80.0 .00 2.0 90.0 .05 .09 .04 .00 D 75.0 .00 2.0 90.0 .05 .09 .04 .00 D 75.0 .00 300.0 90.0 .10 .12 .00 .00 D 70.0 .00 300.0 90.0 .10 .12 .00 .00 D 70.0 .00 300.0 90.0 .10 .12 .00 .00 D 65.0 .00 300.0 90.0 .10 .12 .00 .00 D 65.0 .00 300.0 90.0 .10 .13 .00 .00 D 60.0 .00 300.0 90.0 .10 .13 .00 .00 D 60.0 .00 300.0 90.0 .10 .14 .01 .00 D 55.0 .00 300.0 90.0 .10 .14 .01 .00 D 55.0 .00 300.0 90.0 .10 .14 .01 .00 D 50.0 .00 300.0 90.0 .10 .14 .01 .00 D 50.0 .00 300.0 90.0 .10 .14 .01 -.01 D 45.0 .00 300.0 90.0 .10 .14 .01 -.01 D 45.0 .00 300.0 90.0 .10 .14 .01 -.01, D 40.0 .00 300.0 90.0 .10 .14 .01 -.01 D 40.0 .00 300.0 90.0 .09 .17 .01 -.01 D 33.3 .00 300.0 90.0 .09 .17 .01 -.01 D 33.3 .00 300.0 90.0 .09 .17 .02 -.01 D 26.7 .00 300.0 90.0 .09 .17 .02 -.01 D 26.7 .00 300.0 90.0 .09 .17 .02 -.01 D 20.0 .00 300.0 90.0 .09 .17 .02 -.01 D 20.0 .00 300.0 90.0 .10 .19 .02 -.01 D 13.3 .00 300.0 90.0 .10 .19 .02 -.01 D 13.3 .00 300.0 90.0 .08 .16 .02 -.01 D 6.7 00 300.0 90.0 .08 .16 .02 -.01 D 6.7' .00 300.0 90.0 .06 .13 .03 -.01 D .0 .00 300.0 90.0 06 .13 .03 -.01 ANTENNA LOADING .......ANTENNA....... ATTACHMENT TYPE ELEV AZI RAD AZI ft ft HP 92.0 .0 3.6 .0 HP 92.0 180.0 3.6 120.0 SUPPRESS PRINTING ...FOR THIS LOADING.. LOADS DISPL MEMBER FOUNDN INPUT FORCES LOADS no yes yes yes ......... .ANTENNA FORCES... ..... AXIAL SHEAR GRAVITY TORSION kip kip kip ft -kip 7'.08 .36 .28 .35 -.08 -.36 .28 -.35 .........MAXIMUMS........ ALL DISPL MEMBER FOUNDN FORCES LOADS no no no no LOADING CONDITION D WIND 75.0 MPH WIND & 0" ICE AT 120. DEGREE MAST LOADING LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft -kip ft -kip C 100.0 .00 .0 120.0 1.08 .32 .00 .43 C 98.5 .00 .0 120.0 1.22 2.26 .00 .49 C 85.0 .00 .0 120.0 1.03 .32 .00 .41 C 85-.0 .00 .0 120.0 1.17 2.26 .00 .47 C 75.0 .00 .0 120.0 1:13 .2.26 .00 .45 C 75.0 .00 .0 120.0 .99 .32 .00 .40 D 100.0 .00 5.0 120.0 .10 0.7 .02 -.07 D 85.0 .00 5.0 120.0 .10 .07 .02 -.07 D 85.0 .00 3.0 120.0 .09 .08 .04 -.06 D 80.0 .00 3.0 120.0 .09 .08 .04 -.06 D 80.0 .00 2.0 120.0 .09 .09 .04 -.06 D 75.0 .00 2.0 120.0 .09 .09 .04 -.06 D 75.0 .00 300.0 120.0 .10 .12 .00 .00 D 70.0 .00 30.0.0 120.0 .10 .12 .00 .00 D 70.0 .00 300.0 .120.0 .09 .12 .00 .00 D 65.0 .00 3.00.0 120.0 .09 .12 .00 .00 D 65.0 .00 300.0 120.0 .09 .13 .00 .00 D 60.0 .00 300.0 120.0 .09 .13 .00 .00 D 60.0 .00 300.0 120.0 .09 .14 .01 .00 D 55.0 .00 300.0 120.0 .09 .14 .01 .00 D 55.0 .00 .300.0 120.0 .09 .14 .01 .00 D 50.0 .00 300.0 -120.0 .09 .14 .01 .00 D 50.0 .00 300.0 120.0 .09 .14 .01 .00 D 45.0 .00 300.0 120.0 .09 .14 .01 .00 D 45.0 .00 300.0 120.0 .09 .14 .01 .00 D 40.0 .00 300.0 120.0 .09 .14 .01 .00 D 40.0 D 33.3 D 33.3 D 26.7 D 26.7 D 20.0 D 20.0 D 13.3 D 13.3 D 6.7 D 6.7 D .0 ANTENNA LOADING .00 .300.0 120.0 .09 .17 .01 .00 .00 300.0 120.0 .09 .17 .01 .00 .00 300.0 120.0 .09 .17, .02 .00 .00 300.0 120.0 .09 .17 .02 .00 .00 300.0 120.0 .09 .17 .02 .00 .00 300.0 120.0 .09 .17 .02 .00 .00 300.0 120.0 .09 .19 .02 00 .00 300.0 120.0 .09 .19 .02 .00 .00 300.0 120.0 .07 .16 .02 .00 .00 300.0 120.0 .07 .16 .02 .00 .00 300.0 120.0 .05 .13 03 .00 .00 300.0 120.0 .05 .13 .03 .00 .......ANTENNA....... ATTACHMENT TYPE ELEV AZI RAD AZI ft ft HP 92.0 .0 3.6 .0 HP 92.0 180.0 3.6 120.0 SUPPRESS PRINTING ...FOR THIS LOADING.. LOADS DISPL MEMBER FOUNDN.. INPUT FORCES LOADS no yes yes yes ...........ANTENNA FORCES.......... APPLY...LOAD..AT AXIAL SHEAR GRAVITY TORSION kip kip kip ft -kip -.44 .23 .28 .36 .56 -.22 .28 .03 .........MAXIMUMS.......... ALL DISPL MEMBER FOUNDN FORCES LOADS no no no no LOADING CONDITION E WIND 75..0 MPH WIND & 0" ICE AT 150..DEGREE MAST LOADING LOAD ELEV APPLY...LOAD..AT LOAD ......FORCES...... ......MOMENTS...... TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft -kip. ft -kip C 100.0 .00 .0 150.0 .1.08 .32 .00 .43 C 98.5 .00 .0 150.0 1.22 2.26 .00 .49 C 85.0 .00 .0 15.0.0 1.03 .32 .00 .41 C 85.0 .00 .0 150.0 1.17 .2.26 .00 .47 C 75.0 .00 .. 0 150.0 1.13 2.26 .00 .45 C 75.0 .00 .0 150.0 .99 .32 .00 .40 D 100.0 .00 5.0 150.0 .10 .07 .02 -.04 D 85.0 .00 5.0. 150.0 .11 .07 .02 -.04 D 85.0 .00 3.0 i50.0 .11 .08 .04 -.05 D 80.0 .00 3.0 150.0 .11 .08 ..04 -.05 D 80..0 .00 2.0 150.0 .11 .09 .04 -.05 D 75.,0 .00 2.0 150.0 .11 .09 .04 -.05 D 75.0 .00 300.0 150.0 .10 .12 .00 .00 D 70.0 .00 300.0 150-0 .10 .12 .00 00 D 70.0 .00 300.0 150.0 .10 .12 .00 .00 D 65.0 .00 300.0 150.0 .10 .12 .00 .00 D 65.0 .00 300.0 150.0 .10 .13 00 .00 D 60.0 .00 300.0 150.0 .10 .13 .00 .00 D 60.0 .00 300.0 150.0 .. 10 .14' .01 .00 D 55.0 .00 300.0 150.0 .10 .14 .01 .00 D 55..0 .00 300.0 150.0 .10 .14 Al .00 D 50.0 .00 300.0 150.0 .10 .14 .01 00 D 50.0 .00 300.0 150.0 .10 .14 .01 .01 D 45.0 .00 300.0 150.0 .10 .14 .01 .01 D 45.0 .00 300.0 150.0 .10 .14 .01 .01 D 40.0 .00 300.0 150.0 .10 .14 .01 .01 D 40.0 .00 300.0 150.0 .09- .17 .01 .01 D 33.3 .00 300.0 150.0 .09 .17 .01 .01 D 33.3 .00 300.0 150.0 .09 .17 .02 .01 D 26.7 .00 300.0 150.0 .09 .17 .02 .01 D 26.7 .00 300.0 150.0 .09 .17. .02 .01 D 20.0 .00 300.0 150.0 .09 .17 .02 .01 D 20.0 .00 300.0 150.0 .10 .19 .02 .01 D 13.3 .00 300.0 150.0 .10 .19 .02 .01 D 13.3 .00 300.0 150.0 .08 .16 .02 .01 D 6.7 .00 300.0 150•.0 .08 .16 .02 .01 D 6.7 .00 300.0 150.0 .06 .13 .03 .01 D .0 .00 300.0 150.0 .06 13 .03 .01 ANTENNA LOADING --------------- --------------- ....... ANTENNA ....... ATTACHMENT TYPE EL_EV AZI RAD AZI ft ft HP 92.0 .0 3.6 .0 HP 92.0 180.0 3.6 120.0 SUPPRESS PRINTING ...FOR THIS LOADING.. LOADS DISPL MEMBER FOUNDN 'INPUT FORCES LOADS no yes yes yes ...........ANTENNA FORCES. ........ AXIAL SHEAR GRAVITY TORSION kip kip kip ft -kip -.60 .08 .28 .20 .72 -.14 .28 .18 .MAXIMUMS.......... ALL DISPL MEMBER FOUNDN FORCES LOADS no no no no LOADING CONDITION F WIND 75.0 MPH WIND & 0" ICE AT 180. DEGREE MAST LOADING LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS..,.... TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL 'TORSNAL ft ft kip kip ft -kip ft -kip C 100.0 .00 .0 180.0 1.08 .32 .00 .43 C 98.5 .00 .0 180.0 1.22 2.26 .00 .49 C 85.0 .00 .0 180.0 1.03 .32 .00 .41 C 85.0 .00 .0 180.0 1.17 2.26 .00 .47 C 75.0 .00 .0 180.0 1:13 2.26 .00 .45 C 75.0 .00 .0 180.0 .99 .32 .00 .40 D 100.0 .00 5.0 180.0 .11 .07 .02 .00 D 85.0 .00 5.0 180.0 .11 .07 .02 .00 D 85.0 .00 3.0 180.0 .11 .08 .04 .00 D 80.0 .00 3.0 180.0 .11 .08 .04 .00 D 80.0 .00 2.0 180.0 .12 .09 .04 .00 D 75.0 .00 2.0 180.0 .12 .09 .04 .00 D 75.0 .00 300.0 180.0 .11 .12 .00 .00 D 70.0 .00 300.0 180.0 .11 .12 .00 .00 D 70.0 ..00 300.0 180.0 .11 .12 .00 .00 D 65.0 .00 300.0 180.0 .11. .12 .00 .00 D 65.0 .00 300.0 180.0 .10 .13 .00 .00 D 60.0 .00 300.0 180.0 .10 .13 .00 .00 D 60.0 .00 300.0 180.0 .10 .14 .01 .01 D 55.0 .00 300.0 180.0 ..10 .14 .01 .01 D 55.0 .00 300.0 180.0 .10 .14 .01 .01 D 50.0 .00 300.0 180.0 .10 .14 .01 .01. D 50.0 .00 300.0 180.0 .10 .14 .01 .01 D 45.0 .00 300.0 180.0 .10 .14 .01 ..01 D 45.0 .00 300.0 180.0 10 .14 .01 .01 D 40.0 .00 300.0 1-80.0 .10 .14 .01 .01 D 40.0 .00 300.0 180.0 .10 .17 .01 .02 D 33.3 .00 300.0 180.0 .10 .17 .01 .02 D 33.3 .00 300.0 180.0 .10 .17 .02 .02 D 26.7 .00 300.0 180.0 .10 .17 .02 .02 D 26.7 .00 300.0 180.0 .10 .17' .02 .02: D 20.0 .00 300.0 180.0 .10 .17 .02 .02 D 20.0 .00 300.0 180.0 .11 .19 .02 .02 D 13.3 .00 300.0 180.0 .11 .19 .02 .02 D 13.3 .00 300.0 180.0 .09 .16 .02 .03 D 6.7 .00 300.0 180.0 .09 .16 .02 -.03 D 6.7 .00 300.0 180.0 .06 .13 .03 .03 D 0 .00 300.0 180.0 .06 .13 .03 .03 ANTENNA LOADING --------------- --------------- ....... ANTENNA ....... ATTACHMENT .........ANTENNA FORCES.......... TYPE ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip' kip kip ft -kip HP 92.0 .0 3.6 .0 -.64 .00 .28 .00 HP 92.0 180.0 3.6 120.0 .76 .00 .28 .00 SUPPRESS PRINTING ...FOR THIS LOADING.. ... ....MAXIMUMS.......... LOADS DISPL MEMBER FOUNDN ALL DISPL MEMBER FOUNDN INPUT FORCES LOADS FORCES LOADS no yes yes yes no no no no LOADING CONDITION G WIND 75.0 MPH WIND & 0" ICE AT 210. DEGREE MAST LOADING LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... TYPE' ELEV AZI ......MOMENTS...... TYPE SHEAR RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft -kip ft ft. -.60 -.08 kip kip ft -kip ft -kip C 100.0 .00 .0 210.0 1.08 .32 .00 .43' C 98.5 .00 .0 210.0 1.22 2.26 .00 .49 C 85.0 .00 .0 210.0 1.03 .32 .00 .41 C 85.0 .00 .0 210.0 1.17 2.26 .00 .47 C 75.0 .00 .0 210.0 1.13 2.26 .00 .45 C 75.0 .00 .0 210.0 .99 .32. .00 .40 D 100.0 .00 5.0 210.0 .11 .07 .02 .04 D 85.0 .00 5.0 210.0 .11 .07 .02 .04 D 85.0 .00 3.0 210.0 .11 .08 .04 .04 D 80.0 .00 3.0 210.0 .11 .08 .04 .04 D 80.0 ..00 2.0. 210.0 .11 .09 .04 .04 D 75.0 .00 2.0 210.0 .11 .09 .04 .04 D 75.0 .00 300.0 210.0 .10 .1.2 .00 .00 D 70.0 .00 3.00.0 210.0 .10 .12 .00 .00 D 70.0 .00 300.0 210.0 .10 .12 .00 .00 D 65.0 .00 300.0 210.0 .10 .•12 .00 .00 D 65.0 .00 300.0 210.0 .10 .13 .00 .01 D 60.0 .00 300.0 210.0 .10 .13 .00 .01 D 60.0 .00 300.0 210.0 .10 .14 .01 .01 D 55.0 .00 300.0 210.0 .10 .14 .01 .01 D 55.0 .00 300.0 210.0 .10 .14' .01 O1 D 50.0 .00 300.0 210.0 .10 .14 .01 .01 D 50.0 .00 300:0 210.0 .10 .14 .0.1 .01 D 45.0 ..00 300.0 210.0 .10 .14 .01 .01 D 45.0 .00 300.0 21.0.0 ,.10 .14 .01 .02 D 40.0 ,.00 300.0 210.0 .10 .14' .01 .02 D 40..0 .00 300.0 210.0 .09 .17 .01 .02 D 33.3 .00 300.0 210.0 .09 .17 .01 .02 D 33.3 .00 300.0 210.0 .09 .17 .02 .02 D 26.7 .00 300.0 210.0 .09 .17 .02 .02 D 26.7 .00 300.0 210.0 .10 .17 .02 .02 D 20.0 .00 300.0 210.0 .10 .17 .02 .02 D 20.0 .00 300.0 210.0 .10 .19 .02 .03 D 13.3 .00 300.0 210:0 .10 .19 .02 .03 D 13.3 .00 300.0 210.0 .08 .16 .02 .03 D 6.7 .00 300.0 210.0 ..08 .16 .02 .03 D 6.7 .00 300.0 210.0 .06 .13 :03 .03 D .0 .00 300.0 210.0 .06 .13 .03 .03 ANTENNA LOADING .......ANTENNA....... ATTACHMENT ........ANTENNA FORCES.......... TYPE' ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip kip kip ft -kip HP 92.0 .0 3.6 .0 -.60 -.08 .28 -.20 HP 92.0 180.0 3.6 120.0 .72 .14 .28 -.18 SUPPRESS PRINTING ...FOR THIS LOADING.. LOADS DISPL MEMBER FOUNDN INPUT FORCES LOADS no -yes yes yes .........MAXIMUMS.......... ALL DISPL MEMBER FOUNDN FORCES LOADS no no no no -------------------------------------------------------------------------------- LOADING CONDITION H WIND 75.0 MPH WIND & 0" ICE AT 240. DEGREE MAST LOADING LOAD ELEV APPLY..LOAD..AT LOAD TYPE VERTICAL RADIUS AZI AZI ft -kip ft ft .32 .00 C 100.0 .00 .0 240.0 C 98.5 .00 .0 240.0 C 85.0 .00 .0 240.0 C 85.0 .'00 .0 240.0 C 75.0 .00 .0 240.0 C 75.0 .00 .0 240.0 D 100.0 .00 5.0 240.0 D 85.0 .00 5.0 240.0 D 85.0 .00 3.0 240.0 D 80.0 .00 3.0 240.0 D 80.0 .00 2.0 240.0 D 75.0 .00 2.0 240.0 D 75.0 .00 300.0 240.0 D 70.0 .00 300.0 240.0 D 70.0 .00 300.0 240.0 D 65.0 .00 300.0 240.0 D 65.0 .00 300.0 240.0 D 60.0 .00 300.0 240.0 D 60.0 .00 300.0 240.0 D 55.0 .00 300.0 240.0 D 55.0 QO 300.0 240.0 D 50.0 .00 300.0 240.0 D 50.0 .00 300.0 240.0- 40.0D D 45.0 .00 300.0 240.0 D 45.0 .00 300.0 240.0 D 40.0 .00 300.0 240.0 D 40.0 .00 300.0 240.0 D 33.3 .00 300.0 240.0 D 33.3 .00 300.0 240.0 D 26.7 .00 300.0 240.0 D 26.7 .00 300.0 240.0 . D 20.0 .00 300.0 240.0 D 20.0 .00 300.0 240.0 D 13.3 .00 300.0 240.0 D 13.3 .00 300.0 240.0 D 6.7 .00 300.0 240.0 D 6.7 .00 300.0 240.0 .....FORCES...... ......MOMENTS...... .HORIZ DOWN VERTICAL TORSNAL kip kip ft -kip ft -kip 1.08 .32 .00 .43 1.22 2.26 .00 .49 1.03 .32 .00 .41 1.17 2.26 .00 .47 1.13 2.26 .00 .45 .99 .32• .00 .40 .11 .07 .02 .07 .11 .07 .02 .07 .09 .08 .04 .05 .09 .08 .04 .05 .10 .09 .04 .06 .10 .09 .04 .06 .10 .12 .00 .00 .10 .12 .00 .00 .10 .12 .00 .00 ..10 .12 .00 .00 .10 .13 .00 .00 .10 .13 .00 .00 .10 .14 ..01 .01 .10 .14 .01 .01 .10 .14 .01 .01 .10 .14 .01 .01 .10 .14 .01 .01 .10 .14 .01 .01 :10 .14 .01 .01 .10 .14 .01 .01 .09 .17 .01 .02 .09 .17 .01 .02 .09 17 .02 .02 .09 .17 .02 .02 .09 .17 .02 02 .09 .17 .02 .02 .10 .19 .02 .02 .10 .19 .02, .02 .08 .16 .02 .03' .08 .16 .02. .03 .06 .13 .03 .03 D .0 .00 300.0 240.0 ANTENNA LOADING .......ANTENNA....... ATTACHMENT• TYPE ELEV AZI RAD AZI ft ft HP 92.0 .0 3:6 .0 HP 92.0 180.0 3.6 120.0 SUPPRESS PRINTING ...FOR THIS LOADING.. LOADS DISPL MEMBER FOUNDN INPUT FORCES LOADS .06 .13 .03 .03 ...........ANTENNA FORCES.......... APPLY..LOAD..AT AXIAL SHEAR GRAVITY TORSION kip kip kip ft -kip -.44 -.23 .28 -.36 .56 .22 .28 -.03 .........MAXIMUMS.......... ALL DISPL MEMBER FOUNDN FORCES• LOADS no yes yes yes no no. no no ---------------------------------------------------------------------------- LOADING CONDITION I WIND 75.O MPH WIND & 0" ICE AT 270. DEGREE MAST LOADING LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft -kip ft -kip C 100.0 .00 .0 270.0 1.08 ..32 .00 .43 C 98.5 .00 .0 270.0 1.22 2.26 .00 .49 C 85.0 .00 .0 270.0 1.03 .32 .00 .41 C 85.0 ..00 .0 270.0 1.17 2.26 .00 .47 C 75.0 .00 .0 2.70.0 1.13 2.26 .00 .45' C 75.0 .00 .0 270.0 .99 .32 .00 .40 D 100.0 .00 5.0 270.0 .05 .07 .02 .00 D 90.0 .00 5.0 270.0 .05 .07 .02 .00 D 90.0 .00 5.0 270.0 .05 .07 .02 .00 D 85.0 .00 5.0 270.0 .05 .07 .02 .00 D 85.0 .00 3.0 270.0 .05' .08 .04 .00 D 80.0 .00 3.0 270.0' .05 .08 .04 .00 D 80.0 .00 2.0 270.0 .05 .09 .04 .00 D 75.0 .00 2.0 270.0 .05 .09 .04 .00 D 75.0 .00 300.0 270.0 .10 .12 .00 .00 D 70.0 .00 300.0 270.0 .10 .12 .00 .00 D 70.0 .00 300.0 270.0 .10 .12 .00 .00 D 65.0 .00 300.0 270.0 .10 .12 .00 .00 D 65.0 .00 300.0 270.0 .10 .13 .00 .00 D 60.0 .00 300.0 270.0 .10 .13 .00 .00 D 60.0 .00 300.0 270.0 .10 .14 .01 .00 D 55.0 .00 300.0 270.0 .10 .14 .01 .00 D 55.0 .00 300.0 270.0 .10 .14 .01 .00 D 50.0 .00 300.0 270.0 .10 .14 .01 .00 D 50.0 D 45.0 D 45.0 D 40.0 D 40.0 D 33.3 D 33.3 D 26.7 D 26.7 D ' 20.0 D 20.0 .D 13.3 D 13.3 D 6.7 D 6.7 D .0 ANTENNA LOADING .00 300.0 270.0 .10 .14 .01 .01 .00 300.0 270.0 .10 .14 .01 .01 .00 300.0 270.0 .10 :14 .01 .01 .00 300.0 270.0 .10 .14 .01 .O1 .00.:300.0 300.0 270.0 .09 .17 .01 .01 .00 300.0 270.0 .09 .17 .01 .01 .00 300.0 270.0 .09 .17 ..02 .01 .00 300.0 270.0 .09 .17 .02 .01 .00 300.0 270.0 .09 .17 .02 .01 .00 300.0 270.0 .09 .17 .02 .01 .00 300.0 270.0 .10 .19 .02' .01 .00 300:0. 270.0 .10 .19 .02 Al .00 300.0 270.0 .'08 .16 .02 ..01 .00 300.0 270.0 .08 .16 .02 .01 .00 300:0 270.0 .0'6 .13 .03 .01 .00 300.0 270.0 .06 .13 .03 .01 .......ANTENNA....... ATTACHMENT TYPE ELEV AZI RAD AZI ft ft HP 92.0 .0 .3.6 .0 HP 92.0 180.0 3.6 120.0 SUPPRESS PRINTING ...FOR THIS LOADING.. LOADS DISPL MEMBER FOUNDN INPUT FORCES LOADS no . yes yes yes ....... ..ANTENNA FORCES.......... APPLY..LOAD..AT AXIAL SHEAR GRAVITY TORSION kip kip kip ft -kip -.08 -.36 .28 -.35 =.08 .36 .28 .35 .........MAXIMUMS.......... ALL DISPL MEMBER FOUNDN FORCES LOADS no no no . no LOADING CONDITION J WIND 75.0 MPH WIND & 0" ICE AT 300. DEGREE MAST LOADING LOAD ELEV APPLY..LOAD..AT LOAD .....FORCES...... ......MOMENTS...... TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft -kip ft -kip C 100.0 .00 .0 300.0 1.08 .32 .00 .43 C 98.5. .00 .0 300.0 1.22 2.26 .00 .49 C 85.0 .00 .0 300.0' 1.03 .32' .00 .41 C 85.0 .00 .0 300.0 1.17 2.26 .00. .47 C 75.0 .00 .0 300.0 1.13 2.26 .00 .45 C 75.0 .00 .0 300.0 .99 .32 .00 .40 D 100.0 .00 5.0 300.0 .10 .07 .02 .07 D 85.0 .00 5.0 300.0 .10 .07 .02 .07 D 85.0 .00 3.0 300.0 .09 .08 .04 .06 D 80.0 .00 3.0 300.0 .09 .08 .04 .06 D 80.0 .00 2.0 300.0 .09 .09 .04 .06 D 75.0 .00 2.0 300.0 .09. .09 .04 .06 D 75.0 .00 300.0 300.0 .10 .12 .00 .00 D 70.0 .00 300.0 300.0 .10 .12 .00 .00 D 70:0 .00 300.0 300.0 .10 .12 .00 .00 D 65.0 .00 300.0 300.0 .10 .12 .00 .00 D 65.0 .00 300.0 300.0 .10 .13 .00 .00 D 60.0 .00 300.0 300.0 .10 .13 .00 .00 D 60.0 .00 300.0 300.0 .10 .14 .01 .00 D 55.0 .00 300.0 300.0 .10 .14 .01 .00 D 55.0 .00 300.0 300.0 .10 .14 .01 .00 D 50.0 .00 300.0 300.0 .10 .14 .01 .00 D 50.0 .00 300.0 300.0 .10 .14 .01 .00 D 45.0 .00 300.0 300.0 .10 .14 .01 .00 D 45.0 .00 300.0 300.0 .09 .14 .01 .00 D 40.0 .00 300'.0 300.0 .09 .14 .01 .00 D 40.0 .00 300.0 300.0 .09 .17 .01 .00 D 33.3 .00 300.0 300.0 .09 .17 .01 ..00 D 33.3 .00 300.0 300.0 .09 .17 .02. .00 . D 26.7 .00 300.0 300.0 .09 .17 .02 .00 D .26.7 .00 300.0 300.0- .09 .17 .02 .00 D 20.0 .00 300.0 300.0 .09 17 .02 .00 D 20.0 .00 300.0 300.0 .10 .19 .02 .00 D 13.3 .00 300.0 300.0 .10 .19 .02 .00 D .'13.3 .00 300.0 300.0 .08 .16 .02 .00 D 6.7 .00 300.0 300.0 .08 .16 .02 .00 D 6.7 .00 300..0 300.0 .06 .13 .03 .00 D .0 .00 300.0 300.0 .06 .13 .03 .00 ANTENNA LOADING --------------- --------------- ....ANTENNA....... ATTACHMENT ...........ANTENNA FORCES.......... TYPE ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip kip kip ft -kip HP 92.0 .0 3.6 .0 .56 -.22 .28 .03 HP 92.0 180.0 3.6 120.0 -.44 .23 .28 .36 SUPPRESS PRINTING ----------------- ...FOR THIS LOADING.. .........MAXIMUMS.......... LOADS DISPL MEMBER FOUNDN ALL DISPL MEMBER FOUNDN INPUT FORCES LOADS FORCES LOADS no yes yes yes no no no no LOADING CONDITION K WIND 75.0 MPH WIND & 0" ICE AT 330. DEGREE MAST LOADING LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... TYPE ATTACHMENT RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL GRAVITY ft ft ft kip kip kip ft -kip ft -kip C 100.0 .00 .0 330.0 1.08 .32 .00 .43 C 98.5 .00 .0 330.0 1.22 2.26 .00 .49 C 85.0 .00 .0 330.0 1.03 .32 .00 .41 C 85.0 .00 .0 330.0 1.17 2.26 .00 .47 C 75.0 .00 .0 330.0 1.13 2.26 .00 .45 C 75.0 .00 .0 330.0 .99 32 .00 .40 D 100.0 .00 5.0 330.0 .10 .07 .02 .04 D 85.0 .00 5.0 330.0 .11 .07 .02 .04 D 85.0 .00 3.0 330•.0 .11 .08 " .04 .05 D 80.0 .00 3.0 330.0 .11 .08 .04 .05 D 80.0 .00 2.0 330.0 .11 .09 .04 .05 D 75.0 .00 2.0 330.0 .11 .09 .04 .05- D 75.0 .00 300.0 330.0 .10 .12 .00 ..00 D 70.0 .00 300.0 330.0 .10 .12 .00 .00 D 70.0 .00 300.0 330.0 .10 .12 .00 .00 D 65.0 .00. 300.0 330.0 .10 .12 .00 .00 D 65.0 .00 300.0 330.0 .10 .13 .00 .00 D 60.0 .00 300.0 330.0 .10 .13 .00 .00 D 60.0 .00 300.0 330.0 .10 .14 .01 .00 D 55.0 .00 300.0 330.0 .10 .14 .01 .00 D 55.0 .00 300.0 330.0 .10 .14 .01 .00 D 50.0 .00 300.0 330.0 .10 .14. .01 .00 D 50.0 .00 300.0 330.0 10 .14 .01 -.01 D 45.0 .00 300.0 330.0 .10 .14 .01 -.01 D 45.0 .00 300.0 330.0 .10 .14 .01 -.01 D 40.0 .00 300.0 330.0 :10 .14 .01 -.01 D 40.0 .00 300.0 330.0 .09 .17 .01 -.01 D 33.3 00 300.0 330.0 .09 .17 .01 -.01 D 33.3 .00 300:0 330.0 .09 .17 .02 -.01 D 26.7 .00 300.0 330.0 .09 17 .02 -.01 D 26.7 .00 300.0 330.0 .09 .17 .02 -.01 D 20.0 .00 300.0 330.0 .09 .17 .02 -.01 D 20..0 .00 300.0 330.0 .10 .19 .02 -.01 D 13.3 .00 300.0 330.0 .10 .19 .02 -.01 D 13.3 .00 300.0 330.0 .08 .16 .02 -.01 D 6.7 .00 300.0 330.0 .08 .16 .02 -.01 D 6.7 .00''300.0 330.0 .06 .13 .03 -.01 D .0 .00 300.0 330'.0 .06 .13 .03 -.01 ANTENNA LOADING .......ANTENNA....... ATTACHMENT ...........ANTENNA FORCES.......... TYPE ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip kip kip ft -kip HP 92.0 .0 3.6 .0• .72 -.14 .28 .18 HP 92.0 180.0 3.6 120.0 -.60 .08 .28 .20 SUPPRESS PRINTING ...FOR THIS LOADING.. LOADS DISPL MEMBER FOUNDN INPUT FORCES LOADS no yes yes yes .........MAXIMUMS.......... ALL DISPL MEMBER FOUNDN FORCES LOADS no no no no LOADING CONDITION L WIND 75.0 MPH WIND & 0" ICE AT 360. DEGREE MAST LOADING LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft -kip ft -kip C 100.0 .00 .0 360.0 1.08 .32 .00 .43 C 98.5 .00 .0 360.0 1.22 2.26 .00 .49 C 85.0 00 .0 360.0 1.03 .32 .00 .41 C 85.0 .00 .0 360.0 1.17 2.26 .00 .47 C 75.0 .00 .0 360.0 1.13 2.26 .00 .45 C 75.0 .00 .0 360.0 .99 .32 .00 .40 D 100.0 .00 5.0 .0 .11 .07 .02 .00 D 85.0 .00 5.0 .0 .11 .07 .02 .00 D 85.0 .00 3.0 .0 .11 .08 .04 .00 D 80.0 .00 3.0 .0 .11 .08 .04 .00 D 80.0 .00 2.0 .0 11 .09 .04 .00 D 75.0 :00 2..0 .0 .11 .09 .04 .00 D 75.0 .00 300.0 .0 .10 .12 .00 .00 D 70.0 .00 300.0 .0 .10 .12 .00 .00 D 70.0 .00 300.0 .0 .10 .12 .00 .00 D 65.0 .00 300.0 .0 .10 .12 .00 .00 D 65.0 .00 300.0 :0 .10 .13 .00 .00 D 60.0 .00 300.0. .0 .10 13 :00 .00 D 60.0 .00 300.0 .0 :10 .14 .01 -.01 D 55.0 .00 300.0 .0 .10 .14 .01 -.01 D 55.0 .00 300.0 .0 .10 .14 .01 -.01 D 50.0 .00 300.0 .0 .10 .14 .01 -.01 D 50.0 .00 300.0 .0 .10 .14 .01 -.01 D 45.0 .00 300.0 .0 .10 .14 Al -.O1 D '45.0 .00 300.0 .0 .10 .14 Al. -.O1 D 40.0 .00 300.0 .0 .10 .14 .01 -.01 D 40.0 .00 300.0 .0 .09 .17 :01 -.02 D 33:3 .•00 300.0 .0 .09 .17 .O1 -.02 D- 33.3 .00 300.0 .0 .09 .17 02 -.02 D 26.7 .00 300.0 .0 .09 .17 .02 -.02 D 26.7 .00 300.0 .0 .09 .17 .02 -.02. D 20.0 .00 300.0 .0 .09 .17 .02 -.02 D 20.0 .00 300.0 .0 .10 .19 .02 -.02 D 13.3 .00 300.0 .0 .10 .19 .02 -.02 D 13.3 .00 300.0 0 .08 :16 .02 -.03 D 6.7 .00 300.0 .0 .08 .16 .02 -.03 D 6.7 .00 300.0 .0 .06 .13 .03 -.03 D .0 .00 300.0 .0 .06 .13 .03 -.03 ANTENNA LOADING .......ANTENNA... .... ATTACHMENT .....ANTENNA FORCES. ......... TYPE ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip . kip kip ft -kip HP 92.0 .0 3.6 .0 HP 92.0 180.0 3.6 120.0 SUPPRESS PRINTING ----------------- ----------------- ...FOR THIS LOADING.. LOADS DISPL MEMBER FOUNDN INPUT FORCES LOADS no yes yes yes .76 :00 .28 .00 -.64 .00 .28 .00 ..........MAXIMUMS.......... ALL DISPL MEMBER FOUNDN FORCES LOADS no no no no MAST - Latticed Tower Analysis (Unguyed) (c) 1995 Weisman Consultants Inc. Phone: (416) 736-7453 Processed under license at: Fax : (416) 736-4372 FIBREBOND RESOURCES, INC. - Minden, Louisiana on: 22 jun 2000 at: 13:32:37 100 FT S1 FOR AIROUCH, (AIR0751) HONCUT, CA. 75.00 MPH WIND & .0 ICE LOADING CONDITION A WIND 75.0 MPH WIND & 0" ICE AT 30. DEGREE LOADING CONDITION B WIND 75.0 MPH WIND & 0" ICE AT 60. DEGREE' LOADING CONDITION C WIND 75.0 MPH WIND & 0" ICE AT 90. DEGREE LOADING CONDITION D WIND 75.0 MPH WIND & 0" ICE AT 120. DEGREE LOADING CONDITION E WIND 75.0 MPH WIND & 0" ICE AT 150. DEGREE LOADING CONDITION F WIND 75.0 MPH WIND & 0" ICE AT 180. DEGREE LOADING CONDITION G _________________________________________________________ WIND 75.0 MPH WIND & 0" ICE AT 210. DEGREE LOADINGCONDITION H _________________________________________________________ WIND 75.0 MPH WIND & 0" ICE AT 240. DEGREE LOADING CONDITION I WIND 75.0 MPH WIND & 0" ICE AT 270. DEGREE LOADING CONDITION J _________________________________________________________ WIND 75.0 MPH WIND & 0" ICE AT 300. DEGREE LOADING CONDITION K WIND 75.0 MPH WIND & 0" ICE AT 330. DEGREE LOADING CONDITION L _______________________________-------- ________ WIND .75.0 MPH WIND & 0" ICE AT 360. DEGREE MAST - Latticed Tower Analysis (Unguyed) (c) 1995 Weisman Consultants Inc. Phone: (416) 736-7453 Processed under license at: Fax : (416) 736-4372 FIBREBOND RESOURCES, INC. - Minden, Louisiana on: 22 jun 2000 at: 13:32:37 MAXIMUM MAST DISPLACEMENTS: --------------------------- --------------------------- ELEV ------DEFLECTIONS (ft)----- --------BEAM DEFLECTIONS (DEG) ------- --TILTS (DEG)--- TYPE TWIST ft NORTH HP EAST DOWN 180.0 NORTH .341 I .163 H .428 F .450 F EAST DEG 100.0 .429 F .34.5 I .004 F .433 F .345 I .174 H 95.0 .389 F .313 1 .003 F .432 F .344 I .168 H 90.0 .351 F .282 I ..003 F .426 F .33.9 I .157 H 85.0 .312 F .252 I .003 F' .413 F .328 I .144 H 80.0 .274 F .222 I .003 F .390 F .310 I .122 H 75.0 .239 F .194 I .003 F .368 F .293 I .104 H 70.0 .206 F .167 I .002 F .341 F .272 I .086.H 65.0 .176 F .143 I .002 F .310 F .249 I .072 H 60.0 .148 F .121 I .002 F .277 F .223 I .060 H. 55.0 .123 F .101 I .002 F .249 F .201 I .049 H 50.0 .1.01 F .083 I .001,F L .220 F .177 I .040 H 45.0 081 F .067 I .001 F .190 F .154 I .032 H 40.0 .064 F .053 I .001 L .160 F .129 I .025 H 33.3 .045 F .038 I .001 F .131 F .107 I .019 H 26.7 .030 F -.025 C .001 A .102 F .083 I .014 H 20.0 .018 F .015 I .001.I .074 F .060 I .009 H 13.3 .009 F -.008 C .000 B .049 F .040 I .006 H 6.7 .003 F .002 I .000 I .024 F .020 I .003 H .0 .000 A .000 A .000 A .000 A .000 A .000 A MAXIMUM ANTENNA ROTATIONS: ELEV ANT ANT --------BEAM DEFLECTIONS (DEG) ------- ft AZI TYPE ROLL YAW PITCH TOTAL 92.0 .0 HP -.341 I .163 H -.428 F .450 F 92.0 180.0 HP .341 I .163 H .428 F .450 F MAXIMUM TENSION IN MAST MEMBERS (kip) ------------------------------------- ------------------------------------- ELEV LEGS DIAG HORIZ BRACE ft 100.0 --------------------- .02 B .00 A .28 L 1.45 H 95.0 --------------------- 01 L 00 A 4.43 L 1.87 E 90.0 --------------------- 01 C 00 A 8.96 L 2.81 E 85.0 --------------------- 01 L 00 A 16.51 L 4.22 E 24.96 L 3.10 E 75.0 --------------------- 01 A 00 A 31.89 L 4.06 E 70.0 --------------------- .01 D. .00 A 40.21 L 3.69-E 65.0 --------------------- .01 L .00 A' 47.11 L 3.56 E 60.0 --------------------- 01 D 00 A 53.81 L' 3.33 E 55.0 ---=----------------- 00 L 00 A 59.58 L 3.28 E 50.0 --------------------- 01 D 00 A 65.25 L 3.14 E 45.0 --------------------- DIAG 00 L 00 A .70.28'L 3.13 E 100.0 --------------------- 40.0 --------------------- -.01 D .01 L 00 A -1.45 76.00 L 3.31 E --------- ------ ------ 33.3 --------------------- B 00 A 1. .00 L 00 A 81.86 L 3.29 E` ..00 26.7 -----=--------------- -12.02 F 01 L 00 A 87.60 L 3.21 E -.01 F 00 A 20.0 --------------------- F -4.31 E 00 L' 00 A --------------------- 92.81 L 3.25 E' J .00 A -30.13 13.3 --------------------- F 00 D 00 A 97.99 L 3.21 E -39.42 F -3.98 6.7 --------------------- 70.0 00 L 00 A -.o1 102.81 L 3.19 E F -3.78 E .0 --------------------- 65.0 -------------=------- 00 A 00 A MAXIMUM COMPRESSION IN MAST MEMBERS (kip) ELEV LEGS DIAG HORIZ BRACE ft 100.0 --------------------- -.01 D .00 A -1.66 F -1.45 J 95.0 --------- ------ ------ -.01 B 00 A -6.57 F = 2.17 E 90.0 --------------------- ..00 A 00-A -12.02 F -2.79 F { 85.0 --------------------- -.01 F 00 A -21.28 F -4.31 E 80.0 --------------------- -.01 J .00 A -30.13 F =3.32 F 75.0 --------------=------ .00 F .00 A -39.42 F -3.98 E 70.0 --------------------- -.o1 J 00 A -48.20 F -3.78 E 65.0 -------------=------- .00 F .00 A -55.65 F -3.49 E 60.0 --------------------- -.01 J 00 A -62.85 F -3.41E .55.0 --------------------- 00 F 00 A -69.20 F -3'.24 E 50.0 --------------------- -.01 J 00 A -75.42 F -3.21 E 45.0 --------------------- 00 F 00 A -81.03 F -3.10 E 40.0 --------------------- -.01 J •.00 A -87:45 F -3.38 E 33.3 --------------------- 00 F 00 A -94.21 F -3.27 E 26.7 --------------------- -.01 F 00 A -100.83 F -3.27 E 20.0 --------------------- 00 F 00 A -107.00 F -3.23 E 13.3 --------------------- 00 J 00 A -113.11 F -3.25 E 6.7 '--------------------- 00 F 00 A -118.75 F -3.18 E .0 --------------------- 00 A 00 A MAXIMUM INDIVIDUAL FOUNDATION LOADS: (kip) --------------LOAD---COMPONENTS------------- TOTAL NORTH EAST DOWN UPLIFT SHEAR 11.18 F -9.32 B 121.38 F -105.07 L 11.18 F MAXIMUM TOTAL LOADS ON FOUNDATION (kip & kip -ft) ------HORIZONTAL----- DOWN --- _----- OVERTURNING ------ --- TORSION NORTH EAST TOTAL NORTH EAST TOTAL @ .0 @ .0. 18.1 -15.-4 18.1 21.4 1236.8 1019.2 1236.8 5.5 F C F K F I F G August 9, 2000 Mericom, Tom De Luca 4700 Northgate Blvd., Suite 160 Sacramento, CA 95834 Re: Use Permit, AP 025-180-036, UP 00-12 Dear Mr. De Luca: u to LAND OF NATURAL WEALTH AND BEAUTY PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 Enclosed is your validated Use Permit No. UP 00-12 to allow Use Permit for a digital cellular phone communication facility, which includes a three-legged self -supported lattice tower, & nine 6.5 square foot panel antennas, and two 7.5 square foot equipment cabinets located at on the west side of Highway 70, approximately 600 feet north of Cox Lane, at 2147 Highway 70, south Butte County area. Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, Lynn Richardson Planning/Administrative Support Service Assistant Enc. cc: Land DevelopmentDiv Sion Building Division 17 Environmental Health Department of Forestry j:\temp\up7 USE PERNUT BUTTE COUNTY PLANNING COMMISSION AUG 9 2000 DATE: (Certified Mail Ree.) UP 00-12 PERMIT NO. 025-180-036 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: AirTouch Cellular is hereby granted a Use Permit in accordance with the application filed: Use Permit to install a 100 -foot tall self-supporting lattice tower, nine 6.6 square foot panel antennas that extend 2.17 feet above the top of the tower, and two 7.5 square foot equipment cabinets. 1. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-45.65. 2. Unless otherwise provided for in a special condition to this use permit, all conditions must be completed prior to or concurrently with the establishment of the granted use. The use granted by this permit must be established within 24 months of the delivery of the countersigned permit to the Permittee. 3. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or. Public Works upon receipt of a substantiated.written request by the.applicant, or their respective designee. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 4. If any use for which a use permit has been granted is not established within two years of the date of receipt of the countersigned permit by the Permittee, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. 5. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. 6. Neither the applicant, nor any agent nor representative of the applicant shall intentionally omit or misrepresent any material fact in connection with the application. Any alleged material misrepresentation shall constitute grounds for the Director of Development Services to commence a revocation hearing, and, if proven to exist, shall constitute sufficient grounds to revoke a permit. Conditions of Approval: The tower shall incorporate a lattice design and shall be painted'a neutral color such that it fits in with the agricultural character of the project area. Prior to issuance of the Use Permit and building permits, the applicant shall submit revised elevations of the lattice design and submit color materials which show the color of the tower to the Planning Division for review and approval. The tower approved and constructed with this Use Permit shall conform to the approved lattice design and approved color. (Mitigation Measure 1) 2. Prior to construction of the tower, the applicant shall notify all agricultural aerial applicators registered in the County of the location of the lattice -designed tower. The notification shall include the latitude and longitude coordinates of the tower. The applicant shall submit proof that all agricultural aerial applicators registered in the County have been notified prior to construction of the tower. (Mitigation Measure 2) 3. The installation of the Facility shall comply with all applicable building and electrical codes. The Facility operator shall submit certification from a registered structural engineer to the Building Division, that all associated monopoles and towers in excess of thirty (30) feet in height will withstand sustained winds as required by the Uniform Building Code. 4. No advertising or display shall be permitted on the Facility. 5.. The placement of any antenna or structure shall not adversely affect any on-site sewage disposal system or its repair area without written approval from the Division of Environmental Health. 6. The installation of the Facility shall not violate any existing deed restrictions. 7. The Facility shall have a twelve (12) foot wide all-weather access to a publicly maintained road capable of supporting a forty thousand (40,000) pound fire apparatus with fifteen (15) feet of vertical clearance. 8. . There shall be no outdoor vehicle or equipment storage except for emergency purposes. 9. The Facility shall fall within current standards and regulations of the FAA, the FCC, and any other State and/or Federal agency with the authority to regulate such Facility. If such standards and regulations are changed, the property owner or responsible party shall bring the Facility into compliance with such revised standards and regulations within ninety (90) days of the effective date 'of such standards and regulations, unless a more stringent compliance schedule is mandated by the controlling agency. 10. The Facility or combination of the Facilities on. the site shall not generate, at any time, electromagnetic frequency radiation (EMF) or radio frequency radiation (RF) in excess of the FCC adopted standards for human exposure, as amended over°time. 2 11. If it is found that the Facility is or will be detrimental to the health, safety, or welfare of persons working or residing near such facility, then the service provider(s) and property owner shall be jointly and solely responsible for the removal, adjustment, or replacement of the Facility. In no case shall the Facility remain in operation if it is found to create a hazard to health, safety, and welfare. The Facility shall not be found to create a hazard to health, safety, or welfare as a result of EMF or RF emissions from the Facility so long as it meets all current standards established by the FCC, pursuant to FCC OET 65. Prior to issuance of the building permit for the installation of the Facility, the applicant shall post a performance security in an amount and form determined by the Director of Development Services that is sufficient to cover the cost of a one-time test by a radio frequency consultant selected by the County, sufficient to determine whether the Facility's RF/EMF emissions comply with FCC standards. If the Facility's emissions are determined to exceed FCC standards, the applicant is required to pay for such other tests and other corrective measures as are necessary to establish compliance with FCC OET 65 and its successors and such noncompliance shall constitute sufficient grounds to commence a permit revocation hearing which may lead to permit revocation. The applicant shall cooperate in all respects with the County's consultant to assist the consultant to reach his/her conclusion. 12. All Facilities that are not in continual use for a period of six (6) months shall be considered abandoned. Abandoned Facilities are hereby designated as unlawful and as public nuisances, requiring no amortization period. Prior to issuance of a building permit for the Facility, the applicant shall obtain a detailed estimate from an appropriate building industry business or contractor for the removal of -the Facility, including the proper disposal of all removed materials and the return of site to its original condition. A copy of the estimate shall be submitted to the Building Division for review and approval prior to issuance of building permits. Prior to issuance of the building permit for the installation of the Facility, the applicant shall post a performance security -in an amount and form determined by the Director of Development Services that is sufficient to cover the cost of removal of the Facility, proper disposal of all removed materials, and return of the site to its original condition in the event that such Facility is .abandoned, or if the permit has been terminated for violation of its conditions by the County after hearing, or has expired, and after notice has been given to the owner/operator by the County, no application for renewal has been filed. If the Director of Development Services determines that the Facility is abandoned, the applicant may be required to remove all equipment belonging to the applicant from the premises and return the site to its original condition within thirty (30) calendar days of receipt of notice to abate. If such Facility is not removed and the site returned to its original condition within thirty (30) days, the County may remove the Facility at the applicant's and/or land owner's joint and several expense. 13. All ground level support Facilities shall be painted and/or screened from view with adequate landscaping appropriate to the surrounding environment. All aesthetic treatments, including landscaping shall be maintained as approved for the life of the Facility. 14. The Facility may not encroach into, under, over, above, or upon any public street in the unincorporated area of the County in the absence of a valid encroachment permit from the County. 3 15. The owner/operator of the Facility shall annually submit a written verification, attested to under penalty of perjury, signed by both the owner/operator and an FCC licensee in the employ of or retained by the owner/operator, that the radio frequency radiation/electromagnetic frequency (RF/EMF) emitted by the facility conforms to safety standards set forth in FCC OET 65. The reports prepared for the Facility.shall conform to reporting requirements set by the FCC and the County. The reports shall be submitted to the Planning Division and the Building Division no later than January 31 of each year. 16. The Facility shall be secured at all times to prevent access by the public. 17. Applicant shall implement measures to prevent fugitive dust emissions during all construction activities. 18. The project site shall be developed in accordance with the approved project site plan and the conditions contained herein. Said site plan is on file in the Planning Division, is identified as "Exhibit E" and date-stamped March 6, 2000, and is incorporated herein by this reference. 19. Prior to use of this project, the applicant shall contact the Planning Division for a field inspection to verify all conditions of approval and ordinance requirements have been met. 20. Applicant must also comply with all other applicable State and local statutes, ordinances and regulations. 21. Prior to the issuance of building permits the applicant shall submit documentation to the Public Works Department from a registered civil engineer that shows the location of the communication facility lease area with respect to the 100 -year floodplain. If the lease area is within the 100 -year floodplain, the applicant shall 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. Said plan shall be submitted to the Public Works Department for review and approval. If the project is. not within the 100 -year floodplain, flood elevations are not required. 22. If the communication facility lease area is within the 100 -year floodplain,obtain approval from the California Department of Water Resources prior to start of construction. 23. Building Permits are required for the communication facility. Plans and calculations shall be prepared by a licensed architect or civil engineer authorized to practice in the State of California. 4 24. Applicant shall provide a Hazardous Material Release Response Plan and Inventory form to the Environmental Health Division. 25. The driveway access on Highway 70 shall meet Caltrans' Commercial Driveway Standards. A Caltrans Encroachment Permit shall be obtained prior to any work in the Highway 70 right-of-way. Prior to issuance of building permits; the applicant shall submit documentation to the Planning Division from Caltrans that states the driveway meets Caltrans' Commercial. Driveway Standards. I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are in fact the conditions which were imposed upon the granting of this use permit, and that I agree to abide fully by said conditions. Dated: Applicant NOTE: Issuance of this Use Permit does not waive requirement of obtai ng Bu ding and Health Department permits before starting constructs �l96§jt waiy.3f anyp6er r uiremeVs. Butte County'Planning Commission Chairman CC: Land Development Division Building Division Environmental Health Department Butte County Fire Department/CDF Agricultural Commissioner Caltrans Wi BUTTE COUNTY AREA DEPARTMENT OF DEVELOPMENT SERVICES 2 INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line: (530) 538-76.`6 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds Permit No: B07-0943 Issued: 05/01/2007 Address: 2147 HWY 70 Area: BIGGS Owner: AKERS CLINT & GWEN APN: 025-330-006 Applicant: VERIZON WIRELESS Map Page: Permit Type: Electrical Description: EQUIPMENT CABINETS ON EX SLAB Flood Zone: None SRA Area: Yes SETBACKS Front Setback: Side Setback: Rear Setback: Other Setback: Setback From Centerline of Street: ALL PLAN REVISIONS MUST BE APPROVE!) BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR MSP DATE Setbacks 132 Foundations / Footings 111 Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Stee l/Ho ldowns 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test House 404 Gas Test Yard 404 Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping 403 Do Not Install Floor Sheathing or Slab Until Above Signed Holdowns/Straps 122 ShearwallB.W.P.-Interior 135 ShearwallB.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Shower Pan/Tub Test 408 Fire Sprinkler Test 702 Fire Sprinkler Final 702 Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Pool Final 802 Mobile Home Final 802 Ins ection Type I IVR I INSP DATE Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation 118 Do Not Cover Until Above Sikned T -Bar Ceiling / RC 145 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Swimming Pools Setbacks 132 Pool Plumbing Test 504 Gas Test 404 Pre-Gunute 506 Pool Elec/Bonding/Light Nitch 502 Pool Fencing/Alarms/Barriers 503 Pre -Plaster 507 Manufactured Homes Setbacks 132 Blocking/Underpining 612 Tiedown/Foundation System 611 Site Utilities/Trench Insp. 137 Gas Test Yard 404 Manometer Test 605 Continuity Test 602 Skirting/Steps/Landings 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: Public Works Fina 538-7681 Fire Department/CDF 538-7111 Env. Health Final 538-7281 Sewer District Final "PROJECT FINAL 1 801 -rrujVCL rjum is a %-CUMIcaic m vccupaucy for kf%EVWL141 vuryj PERMITS BECOME NULL AND VOID I YEAR FROM THE DATE OF IS.;UANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PxtIOR TO EXPIRATION Inspector Copy BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT -INFORMATION'.', •r Site Address: 2147 HWY 70 Owner: Permit No: B07-0943 APN: 025-330-006 AKERS CLINT & GWEN Issued Date: 05/01/2007 By KEJ Permit type: MISCELLANEOUS 2147 HWY 70 Subtype: Electrical OROVILLE, CA 95965 Expiration Date: 04/30/2008 Description: EQUIPMENT CABINETS ON EX SL Occupancy: Zoning: U ROBINSON ENGINEERING 8421 ARUBURN BLVD STE 258 CITRUS HEIGHTS, CA 95610 (916) 726-1119 VERIZON WIRELESS 381 S LEXINGTON DR STE 10 FOLSOM, CA 95630 (916)704-0897 _ FEE INFORMATION DBA Permit Issuance $54.90 DBA Travel and Documentation $82.35 DBE Single Phase Service-Comme $82.35 LICENSED CONTRACTOR'S DECLARATION - Contractor (Name) State Contractors License No. / Class / Expires ROBINSON ENGINEERING 750081 / A / 07/31/2008 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Secli of Divi f the Business and Professions Code, and my license is in full force ada ct.4/1f X -- 05/01/2007 Contractor's Date 1'--. . WORKERS' COMPENSATION DECLARATION I I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILCMAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ®I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier: State Fund Policy Number: 7130013237 Exp. Date:02/01/2008 (This section need not be completed if the permit is or one und>I rad dollars ($100) or less.) ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. X / / �,__ / 05/01/2007 Signature '>P1 Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. 4. 'CONSTRUCTION LENDING AGENCY m I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip $219.60 Building Garage Remdl/Addn Other Porch/Patio Total 9.60 Balance Due: $0.00 Receipt No: B2875 OWNER / BUILDER DECLARATION ` I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ❑I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ 1 AM EXEMPT under Section B. & P.C. for this reason: IX 05/01/2007 Owner's Signature Date I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupanc of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to r t above ioned property for inspection purposes. I hereby certify that I am the propert caner am ho ' ed to act on the property owners behalf. 05/01/2007 ❑ Owner ❑ Contractor OR E]Agent for Owner Agent for Contractor FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website:.www.buttecounty.net/dds **PLEASE PRINT CLEARLY** CONTRACTOR OWNER INFORMATION Last Name Acres City C,1. 4 ;24 b First Nam Mailing Address 21147 114tam -7b City N� tate CA Zip qs QL5 EitEa Fax CONTRACTOR Name eDb��So Address b'�IlZJ Au �.r✓� �I,,� 5�c 25&' City C,1. 4 ;24 b S�te� Zip Phoneg(�e�Z�-Ill Fax E-mail Lic. # -7 5'009 Class A ARCHITECT/ENGINEER Name Peg- k- -Address &S73 L i .�ec�t 5k 10(. City State �A Zip9'5L a3 Phone,,/ _, _ 315 Fax E-mail State License Number 3340-7 APPLICANT INFORMATION Name\ ii er�%TAn W�'. t eAr S 4 -%Yas . 'JorAr%,, Address 38 l 5 Lek• 11�,� J.,r /03 CityO'SCh � Zip6 PhoneQ!%-7�( 0- ORql EFa! G _ qSq _ 3£3 (o L E-mail 11 ` APPLICANT SIGNATURE is oaf- 33�a� PROJECT LOCATION AP# oz5-- /8o- o3b Property Address 2 ! `/ 7 -7O City - go 6tcu BIN # WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name dA Address DESCRIPTION OR SCOPE OF WORK: sa V1 ✓ie a^C-L,0 Ca L AA $0 F Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA ves No Occ. Type Const. I (E) IS' GRAVEL ACCESS ROAD (E) IR' WIDE LATE I (E) 8' RICH dWN LINK FENCE W/3 STRANDS / BARBED WIRE AND SLATS 25LEASEE 1971 COST. 0214 n -4-w PEs I\_(E) AREA 4 lam COZY. Docs a -71-0A M I X I - PROrEcr HONCUT uawr. u noxa I INEW 6' THICK CONCR Peek Site—Com 653 Lincoln Way, Suite 106 Auburn, California 95603 Phone(916) 947-3155 E -Mail opeekOgarlic.eom„ EQUIPMENT SLAB W//4 A (N) 30 KW DIESEL GEN. X REBAR 012' O.C. EACH ON NEW 12' THICK CONIC. SLAB WAY AT MID SLAB. I - q _' f1� W/ /4 REBAR 12. O.C. EACH WAY O MIO -SUB (E) VEWZON EQUIPMENT DRAWN BY: PLS CHECKED BY: x CABINETS ON PREFAB SKID 'Y SITE PLAN SNEEf NUMBER TO BE RELOCATED -d •, I �_.� . [-,✓ A \ I(E) POWER PPC CABINET TO BE REPLACED WITH NEW ILC PANEL x p v" (N) ILC PANEL ON UNISTRUT SUPPORT (E) 150' SEL" SUPPORTING LATTICE TOWER c ` ' _ - .�_ i _ (E) GEN. RECEP. TO BE REMOVED (E) 200A METER TO REMAIN : g x a: 0-0 NOTE: (E)wRc-P+� J (E) CABINETS ON SKIDS LQY' PAD�x—�x��X TO BE RELCOATED TO NEW EQUIP. SLAB x x�x X�x 60•d (010 PAD, R]VOt { • CA XS ueuEls ID axAm ENLARGED SITE PLAN SME: uP • 14 REVISIONS 1971 COST. 0214 n -4-w PEs > REV. 971 COST. 02'9 n -D -w as ] lam COST. D25 11-12-01 PL5 4 lam COZY. Docs a -71-0A M s rn.nm CONST. 025 I -n -m M E REV.IN1OISi. 0215 2-5-0 PLS 7 REV.Iam CONST. 0215 I -N -w VRT PROrEcr HONCUT uawr. u noxa DRAWINGS PREPARED FOR: VEYI�A wireless 255 Por•kaho� O—e Foleon, Col Ifornlo 95630 CONiatfl P. (916) a-.96 FAn (916) 351-2537 Peek Site—Com 653 Lincoln Way, Suite 106 Auburn, California 95603 Phone(916) 947-3155 E -Mail opeekOgarlic.eom„ SEAL a --- APPROVALS DATE BY: DRAWN BY: PLS CHECKED BY: sxEEr r/rLE SITE PLAN SNEEf NUMBER A-1.1 ' w REBAR 4 M CONST. DDC` —1071 C0451'. i RCONST. DOCS )-K-OS RSREV=Wl BTS , s I I I REV.m 03N5T. ODCS I -FLOE MY IWO LBS ` II PROJECT ism HONCUT e,.r <n. FIELD VERIFY IOCATKhS aeaia> DIMEN51015 FOR CONDUIT PLACEMTNT b3 ta In NOSE, Y CLEAN / .+/ ' \ 6' SUB -BASE NOT MN CRUSHED ROCJ (E) NATIVE EAR ^ P 3/!' CUSS 11 . (UNDISTURBED) ' CRUSHED ROfX BASE TTP. EQUIP, CABINET DETAILS C D N.T.S. CABINET BOLT DOWN DETAIL. 5(ALE, x.rs. CONCRETE PAD SPECS. CONCRETE H DESIGNS SHALL CONFORM TO UBC SECTION 1906 " PORTLAND CEMENT SHALL BE TYPE II AND CONFORM TO ASTM C150 CONCRETE SHALL HAVE A MIN. 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. 04 REBAR AT n' O.C. EACH WAY MID SLAB REINFORCEMENT NEN DIESEL FOR SLAB ON GRADE GENERATOR CONTACTS s v" MR wireless 2SS Porkghore Drive To l gon• collfor o 95630 CONTACT, PW 19161 952-46.a F— 19161 357-2537 Peek Site—Com BSJ Lincoln Way, Suite 106 Auburn, Ua 10 la 95603 Phone (916) 9l7-3155 E -Mail lapeakBgarllc.com o,7 - 1!Y M.B.,RUT, 1 WASHERS - TSP. OF (5) PER SIDE - (10) TOTAL SEAL _ . - DIESEL NEL TANK PPOVID EXT E-0111'1DMY NILMTIONF. 3( 5N) ' . ERSIDEQ(()TTAL�PRiO. METAL EOUIPMENT CAN PRWIDE 5AV IIRTI REVISIONS PREFAB E0IAPMENT KwK BOLT -III" h7TN DATE BY: 'a olxAsro, o.rt m SEE MFOR. SPECS !' EZI.ENT TTP. OF (1) ENE LAOI COWIFR I rot C T. DDc5 0-�-d R5 6' TOOK. laC. SLAB KITH KBO ESR -13N. T M. 9A 03ITST. OWS W 13-d R5 REBAR AT 1Y CC. AGO WAT AT MID. SLAB TTP. . NEN 3" DIE50. DRAWN BY: JNR VRT 3 IEOL C T. DOCS II-R•d 0.5 ' w REBAR 4 M CONST. DDC` —1071 C0451'. i RCONST. DOCS )-K-OS RSREV=Wl BTS , s I I I REV.m 03N5T. ODCS I -FLOE MY IWO LBS ` II PROJECT ism HONCUT e,.r <n. FIELD VERIFY IOCATKhS aeaia> DIMEN51015 FOR CONDUIT PLACEMTNT b3 ta In NOSE, Y CLEAN / .+/ ' \ 6' SUB -BASE NOT MN CRUSHED ROCJ (E) NATIVE EAR ^ P 3/!' CUSS 11 . (UNDISTURBED) ' CRUSHED ROfX BASE TTP. EQUIP, CABINET DETAILS C D N.T.S. CABINET BOLT DOWN DETAIL. 5(ALE, x.rs. CONCRETE PAD SPECS. CONCRETE H DESIGNS SHALL CONFORM TO UBC SECTION 1906 " PORTLAND CEMENT SHALL BE TYPE II AND CONFORM TO ASTM C150 CONCRETE SHALL HAVE A MIN. 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. 04 REBAR AT n' O.C. EACH WAY MID SLAB REINFORCEMENT NEN DIESEL FOR SLAB ON GRADE GENERATOR CONTACTS s v" MR wireless 2SS Porkghore Drive To l gon• collfor o 95630 CONTACT, PW 19161 952-46.a F— 19161 357-2537 Peek Site—Com BSJ Lincoln Way, Suite 106 Auburn, Ua 10 la 95603 Phone (916) 9l7-3155 E -Mail lapeakBgarllc.com o,7 - 1!Y M.B.,RUT, 1 WASHERS - TSP. OF (5) PER SIDE - (10) TOTAL SEAL _ . - DIESEL NEL TANK PPOVID EXT E-0111'1DMY NILMTIONF. 3( 5N) ' . ERSIDEQ(()TTAL�PRiO. 1Y =COW SLAB N/ o! REBAR AT 1Y C . O.C. EACH MAY Y - APPROVALS MID SLAB. DATE BY: - E SECTION A—A A NOTM2AXFIRE E OF ANY 7ALLE0 ItliNOI T5 FEET OF ANT DISPENSER OR FILL PIPE_ ' .PFR UFC, SEC. 514.9 I -II . NEN 3" DIE50. DRAWN BY: JNR VRT GENERATOR , CHECKED 8Y: - 1 DIESELNEL TANK tr - BEL011. (210 GALL01.) A SHEET TITLE DETAILS - - - TY THICK COX. SLAB W w - REBAR AT 1Y O.C. EACH HAY P MID SLAB. - - PLAN VIEW SHEET NUMBER TYP. GENERATOR DETAIL A—,2 .. .SD N.T.S. CAL Controlled Ventilation Crawispace 1. Ceiling Insulation -48 Number of stories U -value R -value Number of stories Two Three R -value One Two Three i R-0 -103 -49 -32 -2 R-19 -8 -4 -2 -2 R-30 -2 -1 -1 -0 R-38 0 0 0 Two U -value R-0 0 0 0 0.50 -176 -84 -54 R-7 0.30 -102 -49 -32 -3 0.10 -26 -13 -8 -3 ` 0.08 -18 -9 -6 .. . 0 0.06 -11 -5 -4 0.60 0.04 -4 -2 -1 r •; 0.02 4 2 1 8 0.00 11 5 3. 14 2. Wall Insulation -43 -12 -5 1 Single- Single- . 23 -40 -11 Family Family Multi - 15 R -value Detached Attached Family • ; R-0 -68 -51 -34 -7 R-11 0 0 0 1 R-13 2 2 1 10 - R-19 8 6 4 1 U -value 11 16 1 18 1 0.80 -153 .•114 * -76 16 0.50 -91 -68 -46 l 0.30 -47 -36 • -24 0 ._0.10 0 0 0 15 0.08 4 3 2 14 0.06 9 7 5 1 ; > 0.0.4 14 11 7 -12 0.02 f 19 14 10 18 i 0.00 24 18 12 12 15 19 t 11 -6 3. Raised Floor Insulation 10 13 16 . Insulation in Floor -3 's 11 = "Number of stories 17 19 R -value One Two Three 15 : _ > R -o -17 ::-8 -5 } R-11 --3 .2 -1 10 R-19 0 .0 0 3; :. R-30 3 1 1 Stories U -value EftecUve Percent Glass _ 5.6 + --._..0.60. 444 -70 �6 -4 0.50 -120 :-58 -08 3 0.40 -95 -46 -30 West Skylight 0.30 -69 -34 22 1 0.20 -43 -21 -14 • 0.10 -17 -8 -5 14 0.06 -11 -6 -4 to 0.06 -6 .3 -2 i 0.04 -1 0 0 3 0.02 4 2 1 na 0.00 10 5 3 Controlled Ventilation Crawispace -14 -48 Number of stories U -value R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 -2 -2 -2 R-19. .1 -2 -2 4. Slab Edge Insulation -26 -14 -0 Stories 35 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor -3 5 12 '0.90 -4 -3 .1 0.80 -1 .1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4. 5. Infiltration (Air Leakage) Specification ' Points Standard 0 6. Glass Heat Loss Total -14 -48 -69 U -value Percent 16 -12 .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 .10 4 40 -90 -07 -26 -14 -0 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 2 6 13 26 -49 -15 _8 -1 7 " 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 '14 23 -40 -11 -4 2 8 15 22 -37 -9 -0 3 9 15 21 -04 -7 .2 4 10 15 20 -31 -6 0 5 10 16 19 -29 -4 1 6 11 16 1 18 -26 -3 2 7 12 16 1 17 -23 . .1 3 8 12 17 ; 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 i 12 -9 6 9 12 15 19 t 11 -6 7 10 13 16 19 10 -3 9 11 14 17 19 9 -1 10 13 15 : 17 20 82._ 10 12-14 Zonal Control Adjustment 16. 11820 2.5 10 8 7. 6 4 3; No 7. Shading (Shade Open) ~'. - Stories 5 EftecUve Percent Glass 5.4 5.6 5.9 (percent glass x SC) One -5 Effective -4 -3 - -2 -2 ' Two +. 3 %Glass North East South West Skylight 18 .5 1 .. 4 1 Unit Size (sQ na 16 4 2 5 _ 1 2200 na 14 4 2 5 1 to na 12 3 3 5 2 2699 na -' 11 3 3 5 2 0 na 10 2 3 5 2 5 1 9 2 .- 3 5 2 3 2 ; 8 2 3 - 5 2 2 2, 7 1 3 4 2 3 2 6 1 3 4 2 -15 3 5 1 2 4 2 0 3 4 0 2 3 1 -7 3 3 0 1 2 1 -10 3 2 0 0 1 0 -6- 6.C 3 1 .1 -1 -1 .1 -2 2 i 0 -1 -2 -4 -2 2 0 na = not allowed 3_ 2 1 1 1 IB. Shading (Shade Closed) Effective Pereatt Glass (percent glass x SC) %Glee Norft East South West Skyfphl 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 -29 -40 -37 na 11 -7 .-26 -36 -33 na 10 -6 -23 -31 .29 -74 9 .5 .20 .27 .25 .A5 8 -5 -17 -23 -21•. -56 7 -4 -14 -19 -18 -47 6 -0 -11 -15 -14 -38 5 .2 -9 -11 -10 -30 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 9. Interior Thermal Mass Interior Exterior Slab Floor Raised Floor Mass Family Family Stories Mass Detached Attached Stories 0.00 /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 -3 . -1 0 0 0.3 -7 -4 -2 0 1 1' 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 .1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 .6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10' 10 4.5 3 7 8 10 11 11 5.0. 4 7 9 ii 12 .12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 .15 10. Exterior Wall Thermal Mass Exterior Single- :. Single - SEER Wall Family Family Mufti Mass Detached Attached Family 0.00 0 0 .0 Sum of 7-10 0.20 3 2 1 f 0.40 5 4 3 16 or 0.60 8 6 4 + 0.80 10 8 5 1.00 13 10 7 1.20 13 12 8 1.40 12 -13 9 1.60 10 13 11.... 1.80 10 12 12 2,00 10 11 13 11'. Heating System + - -2 SE or HSPF t . -3 (assumes ducts in attic) -2 -2 Sum of 1.6 9.5 _ -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 75 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 -3 3 2 2 1 0.80 '7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 • 7 0.95 8.71 ,20 18 ._.-15 13 11 8 6 Effective SE or HSPF - (SE or HSPF x duct efficiency) Effective -25 or -24 to -14 ID :4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -00 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9- 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling System Interior Mass/CFA "p, I MSS pt.4 •l_t, Il• -.,21 1 TYPE I MASS (UIMC a 4.2• ie: exposed slab) Ic•ret•a l 0% 5% 10% 15% 20Y. 2S% 30% 35% 40% 45% 50% 55% 60% 659. 70% 75% 80% 85% 90% 95% 100% 105% 110Y. 115% 120% 125`, 09. 0 0.2 SEER 0.6 0.8 1.1 1.3 1.5 (assumes ducts In attic) 1.9 2.1 2.3 Sum of 7-10 2.7 2.9 3.2 -25 or .24 to -14 to .4 b +6 to 16 or SEER less -15 •6 +5 +15 more 8.0 .14 -12 -10 -8' -6 -4 ,. 8.5 -9 -7 -6 -5 -4 -3 8.9 -5 -4 -4 -3 -2 -2 9.0 -4 -3 -3 -2 -2 -1 , 9.5 0 0 0 0 0 0 = 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 --. 120 15 13 11 9 7 5 ;13._20 28 17----14- 3 12 9 6 3.9 4.1 Effective SEER 4.5 4.7 4.9 (SEER x dud efficiency) 5.3 5.6 5.8 Sum of 7-10 0.7 0.9 Effective -25 or -24 to -14 to -4 to +6 to 16 or SEER less -15 -5 +5 +15 more 5.0 -30 -25 .-21 -17 -13 -9 6.0 -12 -11, -9 -7 -6 -4 6.6 -5 -4 -4 •3 ... -2 -2' 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 _ 1 Zonal Control Adjustment 21 2.3 2.5 10 8 7. 6 4 3; No Cooling System Installed 4.4 4.6 Stories 5 5.2 5.4 5.6 5.9 6.1 One -5 -4 -4 -3 - -2 -2 ' Two +. 3 3 2 2 2 1 Single -Family Detached and Attached 4 4.3 4.5 Unit Size (sQ 4.9 Water S.3 1199 1200 1700 2200 2700 Heater Credit or - to to to or Type. TYPO less _ ! 1699 2199 2699 more 2 SG None 00 4.6 0.. 0 0 or Solar 12 8 6 5 4 HP HWR 8 5' 4 3 3 2.7 WSB 5 3 3 2 2 4.2 POU _8 5 4 3 3 SE None -37 -24 -18 -15 -12 1.6 Solar • -1 1 .1 0 0 3 HWR -18 -12 -9 -7 -6 . 4.5 WSB... -25 -16 -12 -10 -8 6 POU -9--12 -9 _7 -6- 6.C C None -'5 -3 -2 .2 -2 3.1 Solar 7 5 -4 3 2 4.6 POU 3_ 2 1 1 1 IE None -28 -19 -14 -11 -9 2 Solar 8. 5 4 3 3 3.4 POU -10 -6 -5 -4 -3 4.9 Multi -Family (Individual units) 53 5.5 5.7 5.9 Unit Size (s 6.4 66 Water 95%1.8 699 700 1200 1 700 2200 Heater Credit or b to to or TYPO __TYPO 4.3 less 1199 1699 2199._mom 5.4 SG None 0 0 0 0 0 or Solar 14 7 5 4 3 , HP HWR 9 5 3 2 2 4.4 WSB 9 4 3 2 2 5.9 POU 9 5 3 2 2 SE None -45 -23 -15 -11 .9 3.3 Solar 2 I 1 0 0 4.7 HWR -23 -12 -8. -6 '.5 6.2 WSB -25 -13 -8 -6 -5 _9 U.. _23 -12 -8 -6 -5 IG None -8 -4 .3 -2 J_._2 4.8 Solar 6 3 2 1 1. _ POU 1 ':5 0 - 0 0 0 IE None 2.6 -15 -10 -8 y -6 3.6 Solar 18. 9 6 4 4 5.1 POLI . -A -4 -3 _9 _1) Interior Mass/CFA "p, I MSS pt.4 •l_t, Il• -.,21 1 TYPE I MASS (UIMC a 4.2• ie: exposed slab) Ic•ret•a l 0% 5% 10% 15% 20Y. 2S% 30% 35% 40% 45% 50% 55% 60% 659. 70% 75% 80% 85% 90% 95% 100% 105% 110Y. 115% 120% 125`, 09. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.3 10Y. 0.2 0.4 0.6 0.6 1 1.2 ' 1.4 1.8 1.9 21 23 2.5 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 27 29 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 24 28 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 40% 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 50Y. 0.9 1.1 1.3 1,5 1.7 1.9 21 23 25 27 3 3.2 3.4 3.6 9.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 9.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 21 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 ' 5 5.2 5.4 5.6 5.9 6.1 6.3 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 S.3 5.5 5.7 5.9 6.1 6.4 70% 1.2 1.4 1.6 1.8 2 2.2 2.5 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 S 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 1S 1.7 1.9 21 2.3 25 2.7 3 3.2 3,4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 S.S 5.1 5.9 6.1 6.3 6.5 80Y. 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.5 3.1 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 64 66 85% 1.4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 52 54 5.6 5.9 6.1 6.3 6S 67 909.' 1.5 1.7 2 2.2 2.4 26 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 95%1.8 1.8 2 2.2 2.5 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 21 2.3 2,5 28 3 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 . 5,5 5.7 5.9 6.1 6.3 6.5 6.1 7 105% 1.8 2 2.2 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 6.8 7 110% 1.9 2.1 2.3 2.5 27 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 6.9 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 29 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 2.1 2.3 25 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11.; North SCORE CARD East - South d. West - Measures - Point Scores " 1. Ceiling Insulation �.2)� or .(04 -z,, X R -value [38] U -value [0.030) s.r 2. Wall Insulation _.. 2 fly or _ R -value [11] _.."_a._. _U -value [0.098] .... _. �.. .> _. 3. Raised Floor Insulation COND. FLOOR AREA _ R -value [ 19] U -value [0.037] 4.�:SIab Edge Insulation - or AREA _.+ _ ._ .._ • - _ R.value [0] F2 factor [0.77] SE or HSPF 5.: -Infiltration Dud Efficiency [0.18] Standard _ ... _. _ .._ _ . _ _ _ 0 6. Glass Heat Loss L-ryT X 8'� = '7.'-2> SEN 9.5]9.5] Type [double] U -value [0.65] % Total Glass [ 161 Sum 1.6 7. Shading (Shade Open) Type [SG] _ % Glass _ SC . .._ .. Eff. % Glass - - a. North x • 7 7 = /. 93 - b. East 3 . / x . ? 7 _ �• 3 9 ... -.�-- c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System 70ria1 Ufitr0l? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating X - 7 _ 2.a3-1- '3..7 X .7Z_ = e�•%�4-1 •�' X -40-- _ `�}-- % Glass SC Eff. % Glass x X .(04 -z,, X s.r X TYPE 1 MASS AREA __ $ InteriorIvrass/CFA COND. FLOOR AREA TYPE 2 MASS AREA _ $ Exterior Wall Mass ND . L OR AREA SE or HSPF Dud Efficiency [0.18] Et ecuve SE_or 10.72)6.6) HSPF [0.56/5.15] X 8'� = '7.'-2> SEN 9.5]9.5] Duct Efficiency (0.74] Effective SEER [7.03] Type [SG] Credit [none] r0 -I)4 -L �-� Sum 7-10 r0 -I)4 -L �-� Project Title Projec A&tj '70 - [�O Aus ermtt #Documentation Author Oiecked By / Date ; .1 Telephone Enforcement Agency Use only BUILDING DATA Glass Area 9b Gla Condition Area North Number of Stories __-�_- East _ Sl Number of,Units South ( ingte Family Detached (SFD) [ ] Addition Alone West - [ ] Single Family Attached (SFA) [ ] Existing Building Skylight— [ ] Multi -Family (MF) [ ] Existin ---- Existing-Plus-Addition Total ¢ g- us -Addition / . O BUILDING SHELL INSULATION `Component Insulation . U"tion/Comments Wall ) .............. Wall ............. North ( Roof............. Roof ............. ) Floor ............. Q Floor......... or approved al Slab Edge....' . .- ) GLAZING SOU Lh ( ) Shading Devices Glazing Area Glass Type Interior Orientation -- tsil �at.,..t_ .,_..�,_. .. Exterior NO ( ) .6e/ North ( ) ( EastEast ) Manufacturer /Model #-Valutui F or approved al South ( ) 2 3S SOU Lh ( ) West ( ) West ( ) Skylight....... --" THERMAL MASS TYPe/Coveting - A ------------ t• Overhang Framing Type A__- . - Area Thickness - - �_ - �••.....��„ sun xttchen, bath, etc. HVAC SYSTEMS Minimi Duct Type (furnace, air Efficiency conditioner, heat um) (SE, SEER,HSPF) Location (attic, etc.) RDuct Duct Output Manufacturer /Model #-Valutui F or approved al Maximum Furnace He Output: HOT WATER SYSTEMS Bmh S stem T Tank Manufacturer/Model # (storage as, etc.) Capacity Or approved equal) Special Feature(s) Ara AisG.4 GAS SPECIAL FEATURES/REMAR d extra sheets if necessary) P Mandatory Measures Checklist: Residential MF -IR NOTE: Lowrise residential buildings subject to the S - approach used_ Items marked with an astertsk�s mutt conunm these Meaauea regardless of the compliance on the Corticate of Com (ec may s -superseded by more stringent compliance requirements liaed be considered b all Compliance. When this checklist is incorporated into the permit documents, the features noted sba0 whether the are she eles as sewhere in the compr>,herht perforrtunc�e specifications for the mandatory measures y documents or on this checklist only. DESCRIPTION Building Envelope Measures DESIGNFR ENFORCEMENT • §2.5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(b): Loose fill insulation manufacturer's labeled R -Value. §2-5352(c): Minimum wall insulation in fumed walls R- I 1 weighted average (does not apply to exterior mass walls). §2.5352(k): Slab edge insulation -water absorption rate no greater than 03%. water vapor transmission rate no grater than 2.0 Penn/inch. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards Indicate type and form. 02.5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infhltration)Exfiltration Controls a Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows cenificd. c. Doors and windows weafttstripped. all joints and penetrations caulked and sealed. §-553n�� Special infduation barrier installed to comply with 02.5351 meetsCEC quality §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: , a Tight fitting. closeable metal or glass door b. Outside air intake with damper and control e. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures t 112.5352(g) and 2-5303: Space conditioning equipment siring: attach akuLtions. §2-5352(h) and 2-5315: Setback Nennottat on all applicable heating systems. • 12.5316(a): Ducts constructed. installed and insulated w §2-531 per Chapter 10.1976 UMC 6(b): Exhaust systems have damper controls. 12.5314(c): Gas-fired space heating equipment has intermittent ignition devices. r. 62-3314: HVAC equipment water heaters. showerheadt and faucets certified by the CEC. 12-5352(1): Water heater insulation blanks (R-12 or greater) or combined interior/exterior insulation (R-16or greater): fust 5 fes of pipes closest to tank insulated (R-3 or greater). t 02.5312(Exception I): Pipe insulation on steam and steam condensate return & recirculating piping. - t §2-5318(d): Swimming Pool Heating _ 1. System has: + a On/off switch on heater. b. Weatherproof instruction plate on heater. C. Plumbed to allow for solar. 2. 75 percent thermal efficiency. _ 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures h 62.5352(1): Lighting - 25 lumenstwatt or greater for general Fighting in kitchens and bathrooms. 12.5314(c): Gas fired appliances equipped with intermittent ignition devices. §2.5314(a): Refrigerators. refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance Title 24. Chapter 2-53 and Title 20. Cha specifications needed to comply with certificate has been signed by the individual with ova �i Article 1 of the California Administrative coda This retain a copy of it and transmit the certificate to any subsegltent� rrsporisibility and the building owner. who shall purchaser of the building. Designer Name; rttiryFurn: Address: Telephone: tic. 0: (signature) (date) Documentatlon Author Name: . TideJFwn: Aadn=: Building Owner Name: rtl1017itm- Add ss: Telephone: 110, (signatutM (date) Enforcement Agency Nurse: Agency: Telephone: a f xi! ��fr"1M�ly�'E3 _ - , - • •x'{55...{ F OWING CONSTRUCTION TO REMAIN TAPERED MM71ON U CdoV rn a4n cue Yd+�3�H w DaSTNG CONSTRUCTION TO BE REMOVED RKGO INSULATION - �1 Zo xs iA N r�1 4J � Al R T O U C W Cellular —INSULATION - NEW PARRTION (SEE PLAN) � R z � =um . CONCRETE BLOCK GRAVEL BASE W TSO N RD STONE WALL EARTH � 255 PARKSHORE DRIVE ALMOND W CONCRETE GAUGE METAL � ~ FOLSOM, CA. 95630 PROJECT LOCAnoN�{7 0 GYPSUM BOARD EEMSTEEL LN H O N C U T PLYWOOD ACOUSTIC CEILING PANEL V COX ,..L� I FLUORESCENT UGHTNG P ON ZONING DOCUMENTS 2z FINISHI MTURE® Rp CH RD ® WDOO FRAMING SUPPLY "IR °m2147 z �s NS HWY 70 - WOOD BLOCKING RETURN AIR REGISTER OBINS E G ID LEY R CORNER HONCUT, CALIFORNIA APPROVED GLASS ©ROOM © INU RD Devok pment Plan t O DOORNUMBER CENTRAL HOUSE START PANT FOR CONSTRUCTION OR P.O.C. - /� DATE (D KEY NOTE NEW PROVIDED C:HD NEW DOOR— I—r USE PERM �..�'' vAR1ANCE �--- ZD%O��GONrRg NOTED OTHERWISE CED EXISRNG DOOR j Ate" MINOR ME-ADM.PERMIT _ J DETA4/SECRON NUMBER SHEET NUMBER PLANNING COMMISS. DETAIL/SECTION NUMBER SHEET NUMBER NORTH DIRECTOR OF �. DEVELOPMENT SERVICES SYMBOLS VICINITY MAP AS � �� V GAUGE REQD RE�m PROPERTY OWNER: PROJECT TATA ZCA/C AIR CONDMOKING GL GLASS RD ROOF DRAIN COMMENCING AT THE CORNER COMMON TO SECTIONS 26, 27, 34, & 35, TOWNSHIP 18 CUNT R GWEN ACRES ASSESSOR PMM NUMBER: 025 -IBD -030 DUS AAI ACOUSTICAL) AQftbTA&E GR GYP GRADE GYPSUM RM RD ROOM ROUGH OPENING NORTH, RANGE 3 EAST, M.D.B.& M., THENCE NORTH 190'25' WEST 1320 FEET: THENCE NORTH 8859'35' EAST, 582.01 FEET, TO A POST IN THE WESTERLY UNE OF STATE 2147••STAT6 NGHWAY 70 JURISDICTION: A.F.F. ABOVE FINNISH FLOOR " RIND REDWOOD HIGHWAY 70 (FORMERLY OROVILLE CENTRAL HOUSE COUNTY ROAD) AS SAID HIGHWAY, HONCUT, CALIFORNIA 95965 ARCH ARCHITECTURAL HC HM HOLLOM CORE HOl1Ow ALSO S ( E)OSTED IN JULY 1916; THENCE N 2234'35' E, ALONG THE WESTERLY UNE OF SAID HIGHWAY 6.61 FEET, TO A POST IN ANGLE OF SAID HIGHWAY; THENCE N OS'41'35'E, :dd U AXNE0 TELECOMMUNICATIONS FACILITY) OCCUPANCY GROUP'. # (LR81 BOARD HOR1Z HORIZONTALSINKSC HOUR SOLID CORE 658.48 FEET TO A POST AT THE NORTHEAST CORNER OF THAT CERTAIN PARCEL OF HEIGHT SCHED SCHEDULE LAND AS DESCRIBED IN DEED TO E RNEST L AKERS. ET. UX., AS FILED FOR RECORD IN BUILDING AREA 2500 $WLAftE FEET BOT BOTTOM SECT SECTION BOOK 1551, OFFICIAL RECORDS, AT PAGE 697, SAID CORNER BEING THE SAME AS BW SER E INSIDE DOLE SIGN SHLVS SHELVES - ESTABLISHED BY B. L MCCOY, STATE LICENSED SURVEYOR, ON JULY 13TH AND 147H, 1916 IN COURSE OF HIS SURVEY FOR THE PARTITION OF THE LANDS OF JOHN - CURRENT ZONING: U - UNCLASSIFIED CINT INS INSULATION INTERIOR HARRINGER AND AS SHOWN IN VOLUME 91, MCCOY SURVEY FIELD NOTES, AT PAGES TYPE OF CONSIRUC IDD VN CAS CJLB issi SKY SHEET 156 AND 157, AS FILED IN THE OFFICE OF,YHE BUTTE COUNTY SURVEYOR.; THENCE APPLICANT: CEY CEMENT JOINT SIM SIMILAR SOUTH 8859'35' WEST, ALONG THE NORTH UNE OF SAID AKERS PARCEL 720.07 FEET EXISTING USE RESIDENTIAL /AGRICUL1Ufff CL CHAIN LINK CtmET 'R SPECS SPECIFICATIONS STAINLESS STIn THENCE LEAVING NORTH UNE OF SAID ASKER PARCEL; THENCE SOUTH 0190'25' EAST, 152.19 FEET TO THE TRUE POINT OF BEGINNING: THENCE SOUTH 7'24'50' EAST, 50.00 AIRTOUCH CELLULAR PROPO6FD -. : 'RESIDENTAVAGRICUILTUR� TELECOMMUNICATIONS SITE' CCLOS LG CEADNG LAN u�v LUTED LAVATORY SrOR STS FEET: THENCE SOUTH 8272'10' WEST, 50.00 FEET. THENCE NORTH 7'24'50' WEST, 255 PARKSHORE DRIVE , SCOPE OF WORK: MR COL CLEAR COLUMN POUNDS � STRUCTUR&N 50.00 FEET; THENCE NORTH 8272'10' EAST, 50.00 FEET TO THE POINT OF BEGINNING FOLSOM, CA 95630 NSTALUTON OF A' 10'-0' X 10'-6' EOU[PYENf SUB CON CONCRETE CONSTRUCTION. LT LIGHT SUS 'NOTE: BEARINGS IN THIS DESCRIPTION IS BASED ON THE CALIFORNIA COORDINATE INSTALLATION OF (6):PANEL ANTENNAS. (2) PER SECTOR CONT CONTINUOUS • M MANUFACTURER TO TISSUE SYSTEM OF 1927. ZONE 2. NSTAUATION OF ONE 16V SELF SUPPORT LATTICE TOMER NSUWTK)N OF, (2q ": LEASED AREA FENCELINK � � PROJECT AREA LEGAL DESCRIPTION CORR CORRIDOR MECH MECHANICAL DISPENSER MIN imam INK TMX* ISULLATION OF GH GATE (2) 6' HIGH CHAIN taNX GATES N 6 sEcraNs DBL O DOUBLE YISC LL MISCELLANEOUS MET TS TYP TY BE STEEL TYPICAL. ' OF DIM DRINKING FOUNTAIN DIMENSION MO MS MASONRY OPENING MACHINE SCREW UNO UNLESS NOTED ACCESS AND UTILITY EASEMENT LEGAL DESCRIPTION COMMENCING AT THE CORNER COMMON TO SECTIONS 26, 27, 34, & 35, TOWNSHIP 18 ZONING DOCUMENTS • B%, MTD MOUNTED OTHERWISE NORTH, RANGE 3 EAST, M.D.B.& M., THENCE NORTH 190'25' WEST 1320 FEET; THENCE . i R On D�OETO/RJLG MTL METAL VCT VINYL NORTH 8859'35' EAST, 582.01 FEET, TO A POST IN THE WESTERLY UNE OF STATE SPECTRASITE 8WG DRAWIN coMPosnloN HIGHWAY 70 (FORMERLY OROVILLE CENTRAL HOUSE COUNTY ROAD) AS SAID HIGHWAY 2277 FAIR OAKS BLVD, SURE 440 NIC NO NOT IN CONTRACT NUMBER VERT TILE VERTICAL E'XISTE9 IN JULY 1918: THENCE N 22'34'35' E; ALONG THE WESTERLY UNE OF SAID HIGHWAY 6.61 FEET, TO A POST IN ANGLE OF SAID HIGHWAY; THENCE N 05-41'35'E, SACRAMENTO, CA 95825 { T-1 TITLE SHEET (E1 pLISTING NTS NOT TO SCALE VG VERTICAL GRAIN 658.46 FEET TO A POST AT THE NORTHEAST CORNER OF THAT CERTAIN PARCEL OF CONTACT: JIM SIMPSON ESC ELEV ELECTRIC EELEVOUPI�NT OA` W/ WC I WRH Y MATER CLOSET LAND AS DESCRIBED IN DEED TO ERNEST L AKERS, ET. UX, AS FILED FOR RECORD IN BOOK 1561, OFFICIAL RECORDS AT PAGE 697, SAID CORNER 8F]NC THE SAME AS ESTABLISHED BY B. L MCCOY, STATE LICENSED SURVEYOR, ON JULY 13TH AND 141H, PHONE: (91 j 927-0642 A-1 SITE. PLAN A-2 --ENLARGED ENLARGED SITE Pl/� j EQUIP D09 DMGOPP OPNG OPENING OPPOSITE M 1916 IN COURSE OF HIS SURVEY FOR THE PARTITION OF THE LANDS OF JOHN FAX: 916 927-2176 A-3 NORTH' ELEVATION ' -Lj r EXP EXPANSION �^�� WATER RESIST HARRING_R AND AS SHOWN IN VOLUME 91, MCCOY SURVEY FIELD NOTES, AT PAGES LS -1 SURVEY EXT Dam PARTN PARARMON WT WEIGHT SURVEYOR.; THENCE SOUTH 8859'3S' WEST, ALONG THE NORTH UNE of SAID AKERS PARCEL 720.07 FEET SO AND *59* AS FILED IN THE OFFICE OF THE BUTTE ID AKERS `. MAR 0 6 ?00c0 THENCE LEAVING NORTH UNE OF SAID ASKER PARCEL: THENCE SOUTH 0190'25' EAST, SURVEYOR: FB FW BAR RAS PASTER FH MT HUD PKARAM PLASTIC LAMINATE 152.19 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 82'35'10' WEST, 15.00 FN FINISH(ED) PLYWD PLYWOOD FEET: THENCE NORTH 6'38'39' WEST, 151.82 FEET: THENCE NORTH 88'35'25' EAST, SLOOTEN CONSULTING INC. T i ' FLR FLOOR POC POINT OF CONNECTION 394.21 FEET: THENCE SOUTH 124'35' WEST, 15.00 FEET SOUTH 88'35'25' WEST. 4740NORTHGATE BLVD. SHE. 125 :'. I L' t': ;✓ 1. T 1' ;, FOS FS FICA OF STUDS FINISH SURFACE PROP PROPERTY ° AT 377.77 FEET: THENCE SOUTH 6'38'39' EAST, 135.19 FEET TO THE POINT OF BEGINNING. SACRAMENTO, CA 95834 `_ y'� \ T'1,-', CHANNEL COORDINATE FT FOOT, FEET NOTE: BEARINGS IN THIS DESCRIPTION IS BASED ON THE CAUFORNIA "SYSTEM PHONE: 916 641-7570 FFI� OF 1927, ZONE 2. FI WALL SHEET I N D E X A,R� PROPRIETARY INFORMATION i NOT FOR USE OR O6QOSURE OUTSDE AIRTOUCH CMUL R UNDERWWtE R AHS A B 8 R E V I A T 1 0: N S , t DESCRIPTION OF EASEMENTS P R O J E C T D I R E C T O R Y a f xi! ��fr"1M�ly�'E3 z Z F w iQ U CdoV rn a4n cue Yd+�3�H w o_ N - �1 Zo xs iA N r�1 4J U x� � o R z � =um 9.d T1 f xi! z Z F w iQ U CdoV x z OTNrz 11 $ J . - fi Zo xs iA N x� 9.d T1 u N I� ct MQ� KMIf t[II HIVIA1m �� /KCT111iR MID •IR M MnuYYls v Yw'RZ �—+�i�.u� m �-mow.......- •....-........ -. ......�... 9 a D ..-...... .-r w.. .- --I-- — — -- M -- - fG[CYt m HONCUT 2147 Wf. 70 ja SITE PLAN ZONING DOCUMENT Cd MdK S" � � A. mm Sc* x Pmmft x—" x — x I R T O U C H- Cellular Pm eoK fe7o7 WK G 92717-9"? (7I4)2n-? p AIV110N SpectraSite 2277 FAIR OAKS BLVD. SUITE 440va AW% a esus alga: (916)977-m2 rNc ple�n-:170 / KK APPRM OATE kAMEA PROPOSED 15'-0' WIDE ACCESS ROAD 1 I PROPOSED GATES I I PROPOSED 6' HIGH OWN X UNX FENCE W/3 STRANDS BARBED WIRE AND SLATS X X X \Y— X PROPOSED ANTENNAS I PER SECTOR (3) SECTORS Leo/ X M 10'-0' X 10'-6' PROPOSED JW SELF EOUIPNENT SLAB SUPPORTING LATTICE TOWER I X o •� o PROPOSED 2500' SO. Ff. LEASE AREA I 10'I-6' 7' -6 - PROPOSED -6'PROPOSED EOUIPYENT 10'-0' PROPOSED I ICABLE TRAY 10'-5'Y, 1Y -O' X X�x�X — 50'-0• I X . I 50'-0' X GRAPHIC SCALE 1'•a' 0 a to 2s ENLARGED SITE PLAN L % SCALE: 1/8- = 1'-O' LWT PROPRIETARY INFORMATION FOR USE OR OISTXASURE OUTSIDE AWOUGI CELLULAR DWI L M WRITTEN AGtB61QIf ac dy 0 1 :)R V �NOQ x3I On QZ x�gl WN 7$$ K¢ 8 1■p N. Q.% U S v H s� 1� a ac dy 0 1 :)R V �NOQ x3I On QZ x�gl WN 7$$ K¢ 8 1■p O O (2) PROPOSED (52' ANTENNAS PE A-4 A-5 (3) PROPOSED SUPP( ,� NORTH ELEVATION —O" HONCUT 2147' HIGHWAY 70 HONCUT, CALIFORNIA 95965 ELEVATI❑N CONSTRUCTI❑N DOCUMENTS AS NOTED CW NwMn Maloq Switch 04lal Srileh Scala PED M No. 100'-0' TOP 0 N AS RAD CENTER 2 A-4 kcsw MERICOM CORPORATION MENT .DEPT APPROVED DATE 10'-0' x 10'-6' O EQUIPMENT A-4 rh 0'-0' \+" GROUND E -EEL GRAPHIC SCALE 1'-8' I 0 6 16 24 A I R T O U C H" Cellular P.O. ROIf 19707IRNNE. G92711-9701 (71Q222-7000 kcsw MERICOM CORPORATION E*—/C=,dt t .DEPT APPROVED DATE jRRF t Y e�w {r a• SpectroSite 2277 FAIR OAKS BLVD... SUITE 440 SACRAMENTO, CA 95925 DffO01AlIdt HONCUT 2147 HIGHWAY 70 HONCUT. CA CURRENT ISSUE DATE NARQi 3, 2000 PM SITE SURVEY REV.: OATS_ BY• NanelMlo t ANvm@w ■.4P■. 01�mi �W.- CONSATAM: RN BY! CNK—APA 0 0 PREPARED, UNDER NAE DowlION Aa NimM 11/N -NANO LL /OS s OF 0000 C SA07M TOLE: SITE SURVEY GENERAL INFORMATION Sim NU 174ua L SI . xaNanllONe t x [� — — — — — — — f +,—• — — — — �^ �o FENCE UNE Ob• SET SP SPIKES SET REBAR O LEASE X X LEASE PREMISES �♦ O 5' OFFSET CORNER (TYP CAL 2500 SQUARE FEET I (TYPICAL)�® �� a.♦ I No7•24 50"1Y ♦r .�• 50.00' . 0 a W 151.62' oGO,• c N 06.38'39" �o Ie . SILOea ut AND UTIUTY EAS ENT 15' WIDE ACCESS SOT•24'50"B S 38 39" 8 f3 .19 05 GATE . Q Dl/A®>� wMI X — 50.00' Soroo'26"S 152.19' .o L�---------- — — — a o )c FENCE UNE G� • ... xjf .. ' Co {� se 03 x h ^O ICU C I� 7 y ax Nn =9P a a ' �•�� SBO GARY 9lORN IS BASED ON .RECORDED WOMIAIM . }� a a . TRIS IS NOT A BOUNDARY SUITEY OVERALL SITE PLAN 1 ENLARGED SITE PLAN 2 , , ,�"W OOt-100 AT WLM amia1 W Milan AL aY 34, t aA TMMV 14 NRA WOW M LAD RDOIIO W I0l11 A 070111110 q POUOW MOL MRINK a WL VDAA 1L MILL 1401101 W tr IM SM MORN !11131 WL NQYI NUT. W A FM N M 1Q0LY I= v SGX NOWT 70 QOROLY ROMA alfwm Nam W1SRT MOW) As Mo M MY DATE OF SURVEY; FEL 15. 2000 ALL VAT COMM NEIL PNWOUT SRWX N M COINIY v ■I11L SfAX O CAIS �� q /Rlolt NMMY SJN Y I9 W A XZ N NW L d' AIM IW MIOIMM MILY UlK Qa' SW SR NEM BY OR LOW THE DREiDON DP. ow C. $IADIDR. L9 AYR2 Si1E NAME N�if ALL 1NAT I" PIIOPWIT OOMM AS A PWM Or M SYN Nm/ Q 315:1101 V AID A POROM Of M OlMOT 0Ug101 v 70Q001 �I, 10N00' u fOa4M TRT W A POST AT M IOR0B W 000101 v T CORAM ►Allen v IMO As 00011113) N 0® W DOT L MOM M UY- AS FLO 101 MM N NaW OI,. IIBOCIoa AT MQ rn RAN 000101 BD M SANT q m 1 n a L NooOr. srAa uOMl{D aalM+at a uY 1sw wRl /sx LOCATED N THE C Ulf f OF BUTTE. STATE OF CALIFORNIA SITE MUUU<10 70 PARD MA1IZ a WL N88A�11. NRE CORNY_ iN■,CNA bq YOt ►MOaR/IILY 11®aID q 104 las N CUM v IIS S PPAY Nal M PAMtMOI v M LAWS OF A044 RDD WtM AT PAM OPS DATA: SITE ADDRIM DO N MIY "Olm Ck 70 OOA00q AT M 000101 MWI W 761100 2A D 34 t WTUNCIM 111 N/AONOI AND AS !NMN IMMUNE MMI,, NWOY AWAY IN MD 10. q mo N M ORIQ OI M NTS OOIRT atim AJ MIX AIa10 M IIOIM UK v SIO AaDO MMOi. 71010/ ART MOIOL RAMI a WL NoiA IL )OIC MONK ISO felt T -RL WT. — FM W A /WT N M 107DLT uE W Sint NOIrAY 70 Dummy OIOAJl SYN OfOPaC RSL 14MM IfAINO MOM uE v S10 A7tIO1 2PIAMt MNZ SYN N00'i1 WL LATTU� 3I'•1J•CL2' N LONOt1Il0E: 12I7U47g • 0100ft NAME: SITE ODINIL N%= WINfY ANO) AS SAD N101MY NMIO N ALT INC TNDNL N MOM A PMT N u&I$ RA W M WX POR v SOWN V01Z WAIN 724- WL Wm FEM VDIZ SYN OYm'11 11QQ;� MW FM 110M IIMN rlCW AIL OMffR'S AODIKSS ppII —w L ALM M OIDLY uA v SM MMY LS1 W AMOL 0► SAD NORM 11018 N OOtuL OL40 ART W A POST ATM N= ARA IMIZ MONK W MIT MYT aMW PRT W M PON v BOMB LA06S LATI11OrJ7ZY01� N lA1QR 1217YS1.T • CI 8� 99 FF N610EAOT COON Cr VAT GWAN PMn v WO AS O N MW W ll OMQT L AIM4 st IOL As Itm ICI Irmlb N 15001 1011. O#OAL 109010a M M RANO N TO OOO�RM 0 M>a Of M CAl10NA WOWNAR 1TS101 0► IWC. >AE L DPS EW" USED: MAGELLAN PROIIM X NOUN IS BASED ON INFOMNATION AT PAGE OA. NO OOMEII M SATE p OTAAls® RY L L NOWT MTAA UO7IED AM ALY I= m0 ICK line N Caws v M NWM�i PCM BOUNDARY . ASSESSOR$ PARCEL NUMBER: SOD PROJECT AREA LEGAL DESCRIPTION w IRON M PAM11Il01 v AIDS v JON funll DI AID q slow N wD1E n 7M B NPT A BOUNDARY 57RYEY NET AREA OF uCE7a.»Is PARCFl(SI N/A NOWT SWAY POD pp1��yy AT PAM IN me 10/. q AID N M 07NL OI M SNR.amom St1IlaYYA. mo M I= PONE O• RN/MO IN M 10®1 IRT NKA v PRNM AREA 1610 SCR COX LANE . - oml7Pllol LATITUDE & LONGITUDE OOOIm PAMUL v Sm 7NNZ a". NOW M MNN IK IF LID MOO PA7KC, 310).21 IRA ApQ MA RAMC SAD NUE, 201m 1tFinmu WL IUM10111 01 M WIT UK ACUM COD UORRT WDIDR ILOIL MONO G AT M COON MOM 70 =1107 to D 34 t S MOW If I= IRA TMOL PAIWlNN tb MOf01 UE341111,OO PRL W A 0/t/D IIOI1tAA vM¢ N N+IT L At00 210 NIOIMY. 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AIw NDI1 r111rea PtMp WAY AAPAlOL1 9t'Mtt X RU S M OF 11E MOM v ON LIE 7RAL IN AND 1R, AS /Om N M OIIO[ v M MUIIt W SWM V>1 M!!L nolo M MORN IK v tI- AIOO r/NCIL 7ffi02 IRT 11-IZ ILIAD NMN UE a1SAD AM8 MRa11 VdR NYN Or WL Iy taus PRT W M ma POM v MONAA Most OUN am d, RAL 1a00 a . MM 1-10 mm aw— WY, uta 1RA mm Ma1N www MAL . X73&• • 396A PRC T-IZ RUN 174x1 Of, ILM ART MM MOW MDL ' 317.7► I= 1I01Z 0uV -.triWT. Ia6n PRT W M POR W S001MMIL ■— s—'P' FDIM � "M 7EA11"l0 N 110 OO,MO- O Wo M M CM/MM OWMAX 91511111 W I127. DOZE 2. PROPERTY LEGAL DESCRIPTION DESCRIPTION OF EASEMENT(S) LEGEND SITE DATA VICINITY MAP t Y e�w {r a• SpectroSite 2277 FAIR OAKS BLVD... SUITE 440 SACRAMENTO, CA 95925 DffO01AlIdt HONCUT 2147 HIGHWAY 70 HONCUT. CA CURRENT ISSUE DATE NARQi 3, 2000 PM SITE SURVEY REV.: OATS_ BY• NanelMlo t ANvm@w ■.4P■. 01�mi �W.- CONSATAM: RN BY! CNK—APA 0 0 PREPARED, UNDER NAE DowlION Aa NimM 11/N -NANO LL /OS s OF 0000 C SA07M TOLE: SITE SURVEY GENERAL INFORMATION Sim NU 174ua L SI . xaNanllONe EXISTING CONSTRUCTION TO REMAIN bt; TAPERED INSULATION EXISTING CONSTRUCTION TO BE REMOVED 9M RIGID INSULATION mINSULATION — NEW PARTITION (SEE PLAN) GRAVEL BASE © CONCRETE BLOCK — GAUGE METAL STONE WALL STEEL >� CONCRETE AIR ONING c GYPSUM BOARD FIXTURE c PLYWOOD 41 27 FINISH WOOD SHEET NUMBER ® WOOD FRAMING ABOVE FINISH FLOOR 1916 IN COURSE OF HIS SURVEY FOR THE PARTITION OF THE LANDS OF JOHN ' WOOD BLOCKING mINSULATION GLASS REDD REQUIRED GRAVEL BASE © EARTH — GAUGE METAL O1 STEEL >� ACOUSTIC CEILING PANEL AIR ONING FLUORESCENT LIGHTING ��TT FIXTURE ® GLASS REDD REQUIRED START POINT FOR CONSTRUCTION © OR P.O.C. NEW PDINSmMUPROVIDED O1 UNLESS 0 NOTED OTHERWISE AIR ONING ALIGN ® SUPPLY AIR DIFFUSER REDD REQUIRED RETURN AIR REGISTER © ROOM NUMBER GAUGE DOOR NUMBER O1 KEY NOTE 0 NEW DOOR AIR ONING EXISTING DOOR 1 DEIAIL./SECTIDN NUMBER ACOUC STIC SHEET NUMBER 41 DETAIL/SECTION NUMBER A2 SHEET NUMBER FS FINISH SURFACE FT FOOT, FEET FIG FOOTING TW FINISH WALL NORTH V I C I N I T Y M A P m R RISER SYMBOLS REDD REQUIRED AB ANCHOR BOLT GA GAUGE AC ASPHALTIC CONCRETE GALV GALVANIZED HIGHWAY 70 (FORMERLY OROVILLE CENTRAL HOUSE COUNTY ROAD) AS SAID HIGHWAY AIR ONING EXISTED IN JULY 1916; THENCE N 22'34'35 E ALONG THE WESTERLY UNE OF SAID ` G� AACCOUS. ACOUC STIC GR SCHED SCHEDULE ADJ ADJUSTABLE GYP GYPSUM A.F.F. ABOVE FINISH FLOOR 1916 IN COURSE OF HIS SURVEY FOR THE PARTITION OF THE LANDS OF JOHN t HARRINGER AND AS SHOWN IN VOLUME 91, MCCOY SURVEY FIELD NOTES, AT PAGES SHT HC HOLLOW CORE ARCH ARCHITECTURAL HM HOLLOW METAL BD SIL STOORRAGE FEET;' THENCE SOUTH 8232'10' WEST, 50.00 FEET; THENCE NORTH 7'24'50' WEST, STRUCT STRUCTURAL BLDG BUNG HRS HOUR BLKG BLOCKING HF HEIGHT. BDT BOTTOM TSTUBE Sm APPLICANT: BSMT BASEMENT ID INSIDE DIMENSION UNO UNIT TED COMMENCING AT THE CORNER COMMON TO SECTIONS 26. 27, 34, & 35, TOWNSHIP 18 INS INSULATION VCT wm 5; INT INTERIOR CM(S) f VERT VERTICAL HIGHWAY 6.61 FEET, TO A POST IN ANGLE OF SAID HIGHWAY; THENCE N 05.41'35'E, VG VERTICAL GRAIN CEMENT JT JOINT CL CHAIN LINK W� WATER CLOSET ESTABUSHED BY B. L MCCOY, STATE LICENSED SURVEYOR. ON JULY 13TH AND 14TH, CLOS CLOSET LLAVATORYG HARRMGER AND AS SHOWN IN VOLUME 91, MCCOY SURVEY FIELD NOTES, AT PAGES' CLS CEILING LAY SOUTH 8859'35' WEST, ALONG THE NORTH UNE OF SAID AKERS PARCEL, 720.07 FEET CUR CLEAR LBS POUNDS COL COLUMN LT LEST CONC CONCRETE E CHANNEL NOTE BEARINGS IN THIS DESCRIPTION IS BASED ON THE CAUFORNIA COORDINATE CONST CONSTRUCTION MANUF CONT CONTINUOUS MAXIMUM CORR CORRIDOR NECK MECHANICAL' DELL DOUBLE YIN M MINIMUM MISCELLANEOUSLTH DEMO DEMOLITION MLL METAL SAL LA OF DRINKING FOUNTAIN MO MASONRY OPENING DM DIMENSION NS MACHINE SCREW BOL. g D D R M METED OIL DETAIL DWG DRAWING NIC NOT IN CONTRACT NO NUMBER ([] EXIIS(ING NTS NOT TO SCALE ELEC ELECTRIC OA OVERALL ELEVATIONOPPNG ON CENTER EQUIP EQUIPMENT O OPENING EXIST EXISTING OPP OPPOSITE EYP EXT EEXTER�IOR PARA PARTITION PL PLATE FB FLAT BAR PLAS PLASTER FH FLAT HEAD RN FINISH(ED) pPpIL�ApSyLpAM %?' pPLL�ASSTITICC�LAMINATE FUS FACE POINT OF CONNECTION FOS FACE OF STUDS ' PROP PROPERTY FS FINISH SURFACE FT FOOT, FEET FIG FOOTING TW FINISH WALL NORTH V I C I N I T Y M A P m R RISER Cellular REDD REQUIRED A-1 SITE PLAN A-2 ENLARGED SITE Pt! dEV A-3 NORTH ELEVATION ' E RD ROOF DRAIN COMMENCING AT THE CORNER COMMON TO SECTIONS 26, 27, 34, & 35, TOWNSHIP 18 RM ROOM NORTH, RANGE 3 EAST, M.D.B.& M., THENCE NORTH 1'00'25' WEST 1320 FEET; THENCE RO ROUGH OPENING NORTH 88'59'35' EAST. 582.01 FEET, TO A POST IN THE WESTERLY UNE OF STATE • RWD , REDWOOD HIGHWAY 70 (FORMERLY OROVILLE CENTRAL HOUSE COUNTY ROAD) AS SAID HIGHWAY CALIFORNIA APPROVED EXISTED IN JULY 1916; THENCE N 22'34'35 E ALONG THE WESTERLY UNE OF SAID ` S - SINK HIGHWAY 6.61 FEET, TO A POST IN ANGLE OF SAID HIGHWAY; THENCE N 05.41'35'E. SC SOLID CORE 658.46 FEET TO A POST AT THE NORTHEAST CORNER OF THAT CERTAIN PARCEL OF SCHED SCHEDULE LAND AS DESCRIBED IN DEED TO ERNEST L AKERS, ET. UX., AS FILED FOR RECORD IN SECT SECTION BOOK 1561, OFFICIAL RECORDS. AT PAGE 697, SAID CORNER BEING THE SAME AS SHLVS SHELVES ESTABUSHED BY B. L MCCOY, STATE LICENSED SURVEYOR, ON JULY 13TH AND 14TH, KAMM aMMM 1916 IN COURSE OF HIS SURVEY FOR THE PARTITION OF THE LANDS OF JOHN t HARRINGER AND AS SHOWN IN VOLUME 91, MCCOY SURVEY FIELD NOTES, AT PAGES SHT 156 AND 157, AS FILED IN THE OFFICE OF THE BUTTE COUNTY SURVEYOR.; THENCE . SM SIMILAR SOUTH 88'59'35' WEST, ALONG THE NORTH UNE OF SAID AKERS PARCEL, 720.07 FEET SPECS SPECIFICATIONS THENCE LEAVING NORTH UNE OF SAID ASKER PARCEL; THENCE SOUTH 01'00'25' EAST. SS STAINLESS STEEL 152.19 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 724'50' EAST. 50.00 SIL STOORRAGE FEET;' THENCE SOUTH 8232'10' WEST, 50.00 FEET; THENCE NORTH 7'24'50' WEST, STRUCT STRUCTURAL 50.00 FEET; THENCE NORTH 82'32'10' EAST, 50.00 FEET TO THE POINT OF BEGINNING. SUSP SUSPENDED NOTE BEARINGS IN THIS DESCRIPTION IS BASED ON THE CAUFORNIA COORDINATE TO TISSUE SYSTEM OF 1927, ZONE 2. DISPENSER PROJECT AREA LEGAL DESCRIPTION S THICK TSTUBE Sm APPLICANT: TYP TYPICAL TYPE OF CONSTRUCTION. VN AIRTOUCH CELLULAR ACCESS AND UTIUTY EASEMENT LEGAL DESCRIPTION UNO UNIT TED COMMENCING AT THE CORNER COMMON TO SECTIONS 26. 27, 34, & 35, TOWNSHIP 18 ISE NORTH, RANGE 3 EAST, M.D.B.& M., THENCE NORTH 1.00'25' WEST 1320 FEET; THENCE VCT wm NORTH 88'59'35' EAST, 58201 FEET, TO A POST IN THE WESTERLY UNE OF STATE COMPOSITION HIGHWAY 70 (FORMERLY OROVILLE CENTRAL HOUSE, COUNTY ROAD) AS SAID HIGHWAY TLE EXISTED IN JULY 1916; THENCE N 22'34'35' 1- ALONG THE WESTERLY UNE OF SAID VERT VERTICAL HIGHWAY 6.61 FEET, TO A POST IN ANGLE OF SAID HIGHWAY; THENCE N 05.41'35'E, VG VERTICAL GRAIN 658.46 FEET TO A POST AT THE NORTHEAST CORNER OF THAT CERTAIN PARCEL OF LAND AS DESCRIBED IN DEED TO ERNEST L AKERS. ET. UX., AS FILED FOR RECORD IN W/ WITH BOOK 1561, OFFICIAL RECORDS, AT PAGE 697, SAID CORNER BEING THE SAME AS W� WATER CLOSET ESTABUSHED BY B. L MCCOY, STATE LICENSED SURVEYOR. ON JULY 13TH AND 14TH, WD, WDQ� 1916 IN COURSE OF HIS SURVEY FOR THE PARTITION OF THE LANDS OF JOHN. K W7H WAltHEATERHESS HARRMGER AND AS SHOWN IN VOLUME 91, MCCOY SURVEY FIELD NOTES, AT PAGES' WWATER 156 AND 157, AS FILED IN THE OFFICE OF THE BUTTE COUNTY SURVEYOR.; THENCE WR SOUTH 8859'35' WEST, ALONG THE NORTH UNE OF SAID AKERS PARCEL, 720.07 FEET THENCE LEAVING NORTH UNE OF SAID ASKER PARCEL: THENCE SOUTH 01'00'25' EAST, 15219 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 82'35'10' WEST, 15,00 FUTI 711018E 14BRT11 0'30'3a' mEii. 131.62 FLEI; IHLNLX NUNIH 88'35'25' EAST, 394.21 FEET-11HENCE SOUTH 1'24'35' WEST, 15.00 FEET SOUTH 88'35'25' WEST, 0 AT 377.77 FEET; THENCE SOUTH 6'38'39' EAST, 135.19 FEET TO THE POINT OF BEGINNING. E CHANNEL NOTE BEARINGS IN THIS DESCRIPTION IS BASED ON THE CAUFORNIA COORDINATE CENTERLINE SYSTEM OF 1927, ZONE 2. c ANGLE A D D D C L/ I A T 1 0 1%I (Z T1CC/'DIDTIf)kI YlC CACCLMCAIT/Ci o Cellular A I R.T U CH- A-1 SITE PLAN A-2 ENLARGED SITE Pt! dEV A-3 NORTH ELEVATION ' E 255 PARKSHORE DRIVE FOLSOM, CA. 95630 ' HONCUT + Z ZONING DOCUMENTS •2147 HWY 70 HONCUT, CALIFORNIA APPROVED Plan vmion' << N co fll+stE :k5P ZANNUS WE E rrz PEW �I KAMM aMMM U S V OEVELOPMElff SERVICES PROPERTY OWNER: PROJECT DATA CUNT & GWEN ACRES ASSESSOR PARCEL NUMBER . 025-18D-030 2147 STATE HIGHWAY 70 JUR1ISDxTIDN: HONCUT, CALIFORNIA 95965 OCCUPANCY GROUP: U (UtAIANNED TELECOMMUNICATIONS FACILITY) r BUILDING AREA 2500 SQUARE FEET CURRENT ZONING: U — UNCLASSIFIED APPLICANT: TYPE OF CONSTRUCTION. VN AIRTOUCH CELLULAR EXISTING USE RESIDENTW./AGRICULTURE PROPOSED USE RESDENIAL/AGRICULTURE/WIRQfSS TELECOMMUNICATIONS SITE 255 PAP,KSHORE DRIVE FOLSOM, CA 95630 SCOPE OF WORK: . INSTALLATION OF A 10'-0' X 10'-6' EQUIPMENT SLAB INSTALLATION OF (6) PANEL ANTENNAS, (2) PER SECTOR INSTALLATION OF ONE 183' SELF SUPPORT LATTICE TOWER INSTALLATION OF 6' CHAIN LINK FENCE AROUND LEASED AREA INSTALLATION OF (2) 6' NIGH CHAIN LINK GATES IN 6' SECTIONS ZONING DOCUMENTS SPECTRASITE 2277 FAIR OAKS BLVD, SUITE 440 SACRAMENTO, CA 95825 CONTACT: JIM SIMPSON PHONE: (916) 927-0642 FAX: (916) 927-2176 SURVEYOR: SLOOTEN CONSULTING INC. 4740 NORTHGATE BLVD. STE. 125 SACRAMENTO,. CA - 95834 PHONE:(916)641-7570 P R 0 .I F r T Il I R G r T. N1 R Y ac IN -- Z F— m :DRU s V 0 x� Ori it = Z.. 0 xq N $g ac T-1 TITLE SHEET A-1 SITE PLAN A-2 ENLARGED SITE Pt! dEV A-3 NORTH ELEVATION ' E -', LS -1 SURVEY + Z N LJ C r } o . +Gi+ cole vmion' << N co �OAU^m :k5P cu a E rrz N N t �I �1 U S V o a cit ac IN -- Z F— m :DRU s V 0 x� Ori it = Z.. 0 xq N $g ac T-1 TITLE SHEET A-1 SITE PLAN A-2 ENLARGED SITE Pt! dEV A-3 NORTH ELEVATION ' E -', LS -1 SURVEY MAR Q 6 2000 } o . c SHEET INDEX 0 PROPRIETARY INFORMATION T 1 NOT FOR USE OR DISCLOSURE OUTSIDE AIRTOUCH CELLULAR j EXCEPT UNDER WRITTEN ACdtFEUENT 1'. r, T .s RUNG me. PRM Rr --m M M[ M mRTRYYan d =m m PROF cm B• cdTRaNr uxs Mer YET NOT Re RVROO m N -- OR M PMI, OR U— N MY .M . —1 —m- MPROVAL d 6P6CN1�4Te Mo >r� RNMI TM[ PROPfR1Y d iPec1R�$1Te. zf O v O x 0 1 z Z p x X k 1 1 I m O 11 X o x x J �:x—x—x—x—x—x—x---� .�—x—xz—x—x—x x—x—x x— � I " CD m w m N x 11 O µ x x x 10( ■--x�x—x R\l x x I 1 z � c I z N O x c 1 x I . I x oil HONCUT 2147 HW. 70 HOHpIf. GliDR1iV1 SITE PLAN ZONING DOCUMENT AS WED ue kfty "09 s.ncn V9101Xsitch e , Pm ne H& X—x 0 µ s X — x w A I R T O U C H" Cellular PA BOX IM CA 92713-9757 (714)222-7055 a.715e<14 SpectraSite 2277 FAIR OAKS BLVD. 440 so. G 95525 P"re e (915)922-0642 FAX -(915)927-2176 [11q/1tefARX1i001 Dm APPRM DATE RE RF ' WSUITE EE OPS cx .Ar GRAPHIC SCALE 1'-B' 0 8 16 24 I I IPROPOSED 15'-0' WIDE IACCESS ROAD I A3 I I ` PROPOSED GATES I I PROPOSED 6' HIGH CHAIN X LINK FENCE W/3 STRANDS BARBED WIRE AND SLATS X X X X X (2) PROPOSED ANTENNAS I PER SECTOR (3) SECTORS 1*0/ X PROPOSED 10'-0' K 10'-6' PROPOSED ;W SELF EOUIPMENT SLAB SUPPORTING LATTICE TOWER I I H� X apo PROPOSED 2500' SO. FT. LEASE AREA 50'—O'. I 10'-6' ' 7._6. PROPOSED EQUIPMENT 10'-0' PROPOSED I ICABLE TRAY u 17'-0- X X X � X X 50'-0' I X I ENLARGED SITE PLAN SCALE: 1/8' = 1'-0' PROPRIETARY INFORMATION NOT FOR USE OR DISCLOSURE OUTSIDE ARMUCH CELLUW � xLf <I-- ;5Z CLW D ka (-)Wo A Z _ o O� WC9 _ CD x Jo " WN ac $ 5 m3gg3SS 1 cz yY Z5; O o y m why < � N N R U , Z v �_ q3 Q o� xLf <I-- ;5Z CLW D ka (-)Wo A Z _ o O� WC9 _ CD x Jo " WN ac $ M-d^,j VED JUL 2 4 2WO BUTTE COUNTY 1,jw,A iNINGDIVIc'0"1 (2) PRAM ENNAS S O O PE A-4 A-5 (} PROPOSED SUM NORTH ELEVATION 1 SCALE: 1/B" = 1'-0" H❑NCUT 2147 HIGHWAY 70 HONCUT, CALIFORNIA 95965 ELEVATION CONSTRUCTION DOCUMENTS AS NOTED CeD Rumbu AWD9 Wtch Oigital S.itch Seale PED fae No. r 100'-0" [UP UANILNNAS 98'-0" RAD C N R -4 A-4 MENT 10'-0" R,10' -6"6O EQUIPMENT A-4 G OUND LEVEL GRAPHIC SCALE 1"=8' 0 8 16 24 A I R T O U C H~ Cellular P.O. BOX 19707 UMNE. CA 92711-9707 1711)227-7000 achitect MERIICOM C O R P O R A -f 1 0 N DEPT APPROVED DATE A&E RE RF INT EE OPS CX 4 SpectroSite 2277 FAIR OAKS BLVD., SUITE 440 SACRAMENTO, CA M25 f rCURRENT ISSUE DATE MARCH 3, 2000 -ISSUED FOR: l SITE SURVEY REV -'DATE= DESCRII MON- BY' x S PREPARED BY: N N . aalrewRD � oH/AN1am�a N -11W. a1mNm11am1 CONSULTANT: �^ INN BC Cwt—=APV: — — — — — — — — — — — — • FENCE LINE SNEER NUMBE7t LS1 . REMSI xoNanTl7ole OTE•' ^ �. %SET X SET SPIKES ® 5' OFFSET REBAR ® LEASE SASE PREMISES 2500 SQUARE FEET �s CORNER (TYP CAL) I (TYPICAL) .e I aa{ i ® 0107'24'50"W .�• 50.00 � I I o Co �� I I I 0 cc c*o W 151.62 o N 06'38'39" 101I . I SILO �- AND UTILITY EASE ENT :1% � 15' WIDE ACCESS I I S07'24'50"E S •38 39" E 13 .19' ao GATE StEE ERNtOD BLE PLAN Ax O� x 50.00 SOl-00'25"E 152.19' _ L O^' X ® ----------- FENCE UNE NNS x o Et,' t, CO3 s� m,o A N DO i ja I Cq x nq It ry� O 'to h O I DO Do co C a x I �a NOTE - BOUNDARY SROM IS BASED ON FiCOtRDED INFORMAIM . �� ka}� a THIS IS NOT A BOUNDARY SURVEY OVERALL SITE PLAN 1 ENLARGED SITE PLAN 2 , ,� a76ENv/D AT THE caaHR 000101 70 SECTIONS M 27.3A ! 30 MEOW 10 �1yy HORDE RANO: 3 [ASL NDDLH NIL THENCE NORTH 19025' EST 1320 FEET INDICE 'M LAAO Ri`ERR D TO 1E1R11 15 DISCOED AS FOM NORTH WUWW EAST. 00201 FEET. TO A POST N THE \-SITU LIE W STATE RGHNIAT 70 OTamiT C ROME CENTRAL HOUSE OONTY ROM) AS SAID HIGHWAY DATE OF SURVEY: FEB. 15. 2000 ALL THAT OMAN REM. PROPERTY SITUATE N THE COUNTY OF DUTM STATE OF C&Ma1A DFSO® AS FO 00 DEED N JILT 1010: TENS N 2234'81' C AIOq THE t MERLY LSE OF SAID HIMMY 651 FEET TO A POST N ANO- OF SAD HIGCNAT mmax H am -WL S RYEYED BY OR UNDER THE DIRECTION OR a7' C SUCHEN. IS 5343 STE NAMF- NORi)I ALL THAT MAL PROPERTY 0700100 AS A PORTION OF THE SOUTH NAIL OF SECTION Z7 NO A PORDOI OI IK IgJIHESi OMRIOI OF ZS001 76 1WM8i 10 66640 FEET TO A POST AT THE NORD/EAST COPIER OF THAT CERIAN PARCEL OF LNO AS DLSO®m N OFD TO D06T L MOM EE UL AS FUD FOR RECORD N BOOP UOU OFROAL RF1ORM AT PAOF 5E, SAD CORER @710 THE SME AS LOWED IN 7K COUNTY OF BUTTE STATE OF CAUFOR7RA S E NU1� R NQRD6 RA110E a DIST, 1ND8a w tN7rtE OOLRIT'f. CALF0106A. ff7W rGE PARDOAJXY OBOrBED $3 SCUM E3G9AED BY L L HOMY. STATE UOIISED 9RYET7L 01 ALY 131H ND iqH. 1010 N COURSE W 143 SURVEY FOR THE PARD1101 OF UTE IN= IW J7N OPS DATA: SUE ADOUiFS:>•. 2147161MEY 70 70 WOERCID AT TE Comm COMMON TO 'Jl' 1100 7A 27. 34, 030, TORBIP 16 HORDE RANGE 3 EAST I DD.O IL THENCE (NORTH tam FEER THE"CE EAST. 58201 NMlN6A AND AS SOW N WILE 01, NCWY SW.VY FEUD NOT$ AT PAGES 106 NO 107. AS RFD N THE OFFICE OF THE BUTTE COUNTY SUtVETOI: TWICE SOUTH a5ww WLST. 4000 7'1! NORM LIRE OF SAD AICI70 PARCEL. 726W PEST IUUITDT� 357502.2' N L.ONQTAE: 12178'47. • NONOM Ck . O FEET, TO A POST N M IMIERLY UE O' STATE HWWAT 70 QCOELT O vau CENTRAL MDueE COURT ROAD) AS SAID NODMY ENDUED N ALT lata THENCE H DEICE IEAVNO NORTH U! OF am ASIOR PMtCIO, MOM SOUTH 019O2T GST 13215 FEET TO BE TRUE POM OF •ECHOER THEM SOUTH 774'55' EAST, 6000 HAM 01YlER u NAME. Si TE dib' G MOD THE 16TETar UE W SAD UOAAY all FEEL TO A POST N MICE OF SAID NI HE IC HENCE N ODL27: 55640 TELT 10 A POST AT THE FEET• T/310E SOUTH NT52.10' -ESL 5000 FEET T ERCE NORTH 72470• THESE. 5000 FELT, TIEICE NOON B237TO EAST. aO.CO HST TO THE PONT O' ®9011 LAMUDF-M 001.8' N URNCITUOE: 12178.51.7' W OWNER'S ADDRESS: a ZP NORIIFAST COSIER O THAT QRON PARCEL OF LAUD 6 fWSCteID N 0® 10 ERNST L MELS, RUC. AS FLED FOR NECOD N DCON IDN, OFFICIAL RECOCOS AT PACE 0". SAD COINER ®O THE SAIF AS ESTABLISHED ST 6 L MOO- 6TAIE IRITIC tEANN105 N 1)O O 1 6 RAM ON DE CALIFORNIA COORDINATE aTSTEN OF lov. NAE L WS BOIIP4ENi USD: YAIf]LAW PRONATSC X BOUNDARY SHOWN IS BASED ON FSOCROED INFORMATION 99 UO77rHD SURWEV 6 ON JILY 1301 AND 141L 1016 N CORY OF I/9 SURVEY FOR . /L�iS PARCEL NlA®E7t Ota-iSD-WO PROJECT AREA LEGAL DESCRIPTION THE LMo3 OF AID A3 SIMNN 01 MO PNSURVE MOODY 54NVLY H56 1755 ISNOT A BOUt®ARY SVRVEY NET AREA OF MCGLYMG PARCELS) R/A FI AGE AM 1 THEW NOD ELANDS AT PACED 16R ND 157. N RID N TE CF7TCE O) 71E SUITE OORRrtT BURAEIM. NO THE7R{E Part OF DEOHINiO i9R THEIE7a7N ASG® PANCEL OF LAHQ HENCE TESL MOND 7tH No11TH UE W BAD MERE '� "�` v PRo�r AREA 2soo COX HANE ACCESS AND UTILITY E43DAMT UMAL De3o�Tla LATi TU DE & LONGITUDE PARCES. 3407.20 FEES TOIL a3ua6 RANO SAD UTE, 20120 IgE 1HEICE EAST PARMEL NTN )AD 116101 C06EIOW AT THE COWER MOM 70 SECTIONS 2% 27. 34, 0 $ TOIBB to UE 310600 FELL TO A POM ON 11E SEST LIE SAID N OM2' E MOD SAID HOMY. 25273 FEET, TO DE NOM RW10E 3 PAST. MA" Y. THENCE NOON TW2a' VEST 1320 HET THENCE NORTH WWW EAR 557.01 HET. TO A POST N TE W6DLLY LIE OF STATE GROUND ELEVATION: %R,_ CA POr EST B."16 I40MY m VORIOLLY CROALLE mITHAL HOUSE CONTY ROM) AS SAD HNIMY fiSDLEY ROAD EXCEPTINGTfDEf1101 THAT PORTION tONKYED I9 THE STATE OF CNP6WA N OWED JILT 1010: TWICE N 223081' r. MOD THE RSELY LE O• SAID HO/N1T NMI REL 10 A POST N AIgE OF SAID IgIWAT, TREND N aTg35Y Bi71001ARK 18176 R 3DI BX 10SII FEET GRANT OCD IESODm UNION IL 1{106 AS INSTRUMENT 49S -WS. 95640 RET TO A POST AT THE NCCDOAST CODER OF THAT CERTAIN PAROL OF 1 SET N TIE 1W OF A C✓MKREE POST PRO= 03LAND • AS DESCRIBED IN DEED 10 L FOR RECORD BOC( U501. WrAN. RF1009. AT PACE E 097�SAD CCOO M ENOH�iHE 340E As N FORT ABOVE THE CIOIID. ABOUT 50 7'7= FAST OF ESTABLISHED BY 6 L NCOOT. STATE LICENSED SWIVEM, ON JULY 13TH MO 14M 1016 N 72018E OF 019 SURVEY FOR TE PARII1101 O% 11E 140108 OF JOHNII!1 � NTE1t�1 OF COM LAID AM 79 HMRN�1 AND AS DOM N V0JM 01, NC.VY DtR1EY FEED NOTE,- �1j PAE '— - 24 F T BO mm (i E ®TI7dIE Q COX IAIE 01J 1ti AM LER AS AM W1 WE awgia 4 a1CN AAARII rW SOUTH aff5r3MF WEST. MONO THE I N IN LIE OF 10 MONO PARCEL, 720M FEET ' THENCE LEANID NORTH LIE OF SAID A31ER PARCEL; THENCE ECRM OTOnr FAST. ROAD 15L1I FEET TO THE TREE POR W BEONNA THENCE SOUTH 87W'ld'SLR[, UM FEET I ENCE NORTH .-- NST, 15122 REE: THENCE NOW B53Stt FAST. 394M FEEL; TWICE SOUTH 1:4'50• im 1600 MEET amnm — 33 23 1167• 377.77 REE THENCE aw OR NCE S 53559' EAST• tFEET TO THE POF BE0N10 N— ~ t �� T 6 BASED ON TUE eMJOOEA DOMINATE >E SYSTEMOF IMam LOE707iD01 PROPERTY LEGAL DESCRIPTION DESCRIPTION OF EASEMENT(S) LEGEND SITE DATA VICINITY MAP N SpectroSite 2277 FAIR OAKS BLVD., SUITE 440 SACRAMENTO, CA M25 ROJECT INFORMATION: HONCUT 2147 HIGHWAY 70 HONCUT, CA rCURRENT ISSUE DATE MARCH 3, 2000 -ISSUED FOR: l SITE SURVEY REV -'DATE= DESCRII MON- BY' S PREPARED BY: N N . aalrewRD � oH/AN1am�a N -11W. a1mNm11am1 CONSULTANT: INN BC Cwt—=APV: 0 0. PREPARED UNDER THE MW=ON D7uaF-sm �LL /510 OF OW C S.ODTEN TITLE: SITE SURVEY GENERAL INFORMATION SNEER NUMBE7t LS1 . REMSI xoNanTl7ole