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HomeMy WebLinkAbout039-260-0180 7 039-260-018 01-2145 AMERICAN TOWER 9160 AGUAS FR 4S RD., CHICO CONT; 11� til' CELL TOWER '- i 039-260-018 01-23 2 A T & T WIRELESS t�pV 9160 AGAUS FRIAS RD, Cz��&- UNKNOWN 'L' CO LOCATION 12 ANTENNAS 039-260-018 01-2492 VERIZON WIRELESS AGAUS FRIAS RD, CHICO CO LOCATION TOWER 039-260-018 02-1452 AMERICAN TOWERS 9160 AQUAS FRIAS RD., CHICO ELECTRIC SERVICE BP#01-2492 CELL TOWER -�„ (jo—q —OZ 039-260-018 02 NEXTEL COMM, ALED 9160 AGUAS FRIAS RD, C �B CONT: N/A 12 ANTENNAS/ 200AMP ER 039-260-018 05-1847 AM ERICAN TO W ERS, 9160 AGUAS FRIAS RD, CHICO Cont: UNKUNOWN CHNG ANTANNAS B07-0770 039-260-018 MISCELLANEOUS Electrical 034-260.016 i MINOR USE PERMIT 01-09 b AT& T WIRELESS SERVICES AGAUS FRIAS RD., OROVILLE { CELL TOWER CO LOCATION 61 Butte CountyDeparimentofDevelopmentSenices YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING January 7,'2004 Nextel Communications 2180 Harvard Street, Suite 180 Sacramento, CA 95815 CERTIFIED MAIL Re: Minor Use Permit, MUP 04-03, APNr 039 2 Dear Gentlemen: Enclosed is your validated Minor Use Permit application to colocate 12 panel antennas centered at the 92 -foot level on an existing 120 -foot tall monopole, # MUP 04-03. 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, Roni Thornton OAII Enc. cc: Advanced Design Consultants, LLC American Tower Land Development Division (g) Building Division (y) Environmental Health (p) Department of Forestry (gld) Larry Painter . s MINOR USE PERMIT BUTTE COUNTY PLANNING COMMISSION DATE: JAN — 7 2004 (Certified Mail Ree.) MUP 04-03 PERMIT NO. 039-260-018 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Nextel Communications is hereby granted a Minor Use Permit in accordance with application filed to allow the collocation of twelve (12) 4.4 square foot panel antennas centered at the 92 -foot level on a 120 -foot tall monopole and for the installation of a 12 -foot by 20 -foot (240 square feet) equipment shelter within the existing fenced lease area. The project site is zoned A-40 and has a General Plan land use designation of Orchard and Field Crops. 1. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-41. 2. Unless otherwise provided for in a special condition to this Minor Use Permit, all conditions must be completed prior to or concurrently with the establishment of the granted use. The use granted by this permit must be established within 12 months of the delivery of the countersigned permit to the Permittee. 3. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid, and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 4. If any use for which a Minor Use Permit has been granted is not established within one year of the date of receipt of the countersigned permit by the Permittee, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. 5. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. 1 Conditions of Approval: Planning Division The project site shall be developed in accordance with the approved project site plan and the conditions contained herein. Said site plan is on file in the Planning Division, is identified as "Attachment D" and date-stamped October 30, 2003, and is incorporated herein by this reference. 2. The Facility must meet or fall within current standards and regulations of the FAA, the FCC, the County, and any other agency of the Federal or State government with the authority to regulate such Facilities. 3. The installation of the Facility shall comply with all applicable building and electrical codes. . The Facility operator shall submit certification from a registered structural engineer to the Building Division, that all associated monopoles and towers in excess of thirty (30) feet in height will withstand sustained winds as required by the Uniform Building Code. 4. No advertising or display shall be permitted on the Facility. 5. The placement of any antenna or structure shall not adversely affect any on-site sewage disposal system or its repair area without written approval from the Division of Environmental Health. 6. The installation of the Facility shall not violate any existing deed restrictions. 7. The Facility shall have a twelve (12) foot wide all-weather access to a publicly maintained road capable of supporting a forty thousand (40,000) pound fire apparatus with fifteen (15) feet of vertical clearance. 8. There shall be no outdoor vehicle or equipment storage except for emergency purposes. 9. The Facility shall fall within current standards and regulations of the FAA, the FCC, and any other State and/or Federal agency with the authority to regulate such Facility. If such standards and regulations are changed, the property owner or responsible party shall bring the Facility into compliance with such revised standards and regulations within ninety (90) days of the effective date of such standards and regulations, unless a more stringent compliance schedule is mandated by the controlling agency. 10. The Facility or combination of the Facilities on the site shall not generate, at any time, electromagnetic frequency radiation (EMF) or radio frequency radiation (RF) in excess of the FCC adopted standards for human exposure, as amended over time. 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 2 L health, safety, or welfare as a result of EMF or RF emissions from the Facility so long as it meets all current standards established by the FCC, pursuant to FCC OET 65. 12. Prior to issuance of the 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. 13. All Facilities that are not in continual use for a period of six (6) months shall be considered abandoned. Abandoned Facilities are hereby designated as unlawful and as public nuisances, requiring no amortization period. 14. 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. 15. 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. 16. The owner/operator of the Facility shall annually submit a written verification, attested to under penalty of perjury, signed by both the owner/operator and an FCC licensee in the employ of or retained by the owner/operator, that the radio frequency radiation/electromagnetic frequency (RF/EMF) emitted by the facility conforms to safety standards set forth in FCC OET 65. The reports prepared for the Facility shall conform to reporting requirements set by the FCC and the County. The reports shall be submitted to the Planning Division no later than January 31 of each year. 17. The Facility shall be secured at all times to prevent access by the public. Building Division 18. Building and electrical permits required. Structural calculations prepared by an engineer licensed to practice in the State of California shall be provided verifying adequacy of existing monopole to support added loads. Environmental Health Division 19. Prior to issuance of a building permit, provide a completed Hazardous Materials and Emissions Questionnaire. County Counsel 20. If this entire matter or any finding, action 'or condition of this matter is appealed to the Board of Supervisors, the applicant or any other developer/operator other than the applicant agrees to indemnify the County of Butte from liability or loss related to the approval of this project and agrees to sign an indemnification agreement in a form approved by County Counsel before the Board's appeal hearing. If the application is not appealed, this condition is deemed satisfied. NOTE: Issuance of this Minor Use Permit does not waive requirement of obtaining Building and Health Division permits before starting construction, nor does it waive any other requirements. Buttel6ounty Planning Commission Chairman CC: Land Development Division Building Division Environmental Health Division Butte County Fire Department/CDF Assessors Office MASONRY WALLS N E SW 1 st Lift 2nd Lift 3rd,Li}t - 4th Lift 5th Lift 6th Lift 1 FIRE WALLS Occu anc , Area, Property) Gypsum Board 1 st Layer 2nd Layer Walls Ceiling NOTES 3 COMMERCIAL 039-260-018 V�04-0102 NEXTEL COMM, 9160 AGUAS FRIAS RD, CHICO b CONT: N/A 12 ANTENNAS/ 200AMP METER Address ��C- l-3 �s�13•Y•s 4 OFFICE COPY GAS Meter By Date j ELECTRIC I� !�Y Meter By Date JOB FINALED( t Signature V=OK O=Not OK - = Not Applicable COMME = Not Ready Date UNDEXFOOR Plans OK except #'s ing-Setbacks-Easements-Flood-Slope-Soil Report tg., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Lbc. S. Ste mw Its Main; Steel-Blockouts-Wrapped 6. Rei . Steel -Grade -Placement 7 ab: Steel -Wrapped -Wire Mesh 8. Piers -Steel 9, D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe: Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14' Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry-Rebar-LiDan op Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 1 l Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Handicap-W/C-Backing 21. Gas Pipe: Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 29. Fire Resistive-Fixture-Conduit-G.F.I.-S6sp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 -Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 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 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. (NOTE: An entry must be made each RCIAL Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice ' 48. Firewall- Doo rs-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows ime you visit the job site) 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above floor -Ducts -Meeh. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic C1 Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door-Draina e & Wood -Earth Clearance Looked under Floor Yes 1 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date dard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of OccuDancv ime you visit the job site) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 51��/P (Rev. 12/26) APPLICATION AND PERMIT V 0 62/o_ ASSESSORPARCELNUMBER 039-260-018 ZONING A40 BUILDING PERMIT OWNER NEXT'EL COMM 916-919-0372 TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNER'S MAIUNG ADDRESS 2180 HARVARD ST SUITE 180 SACRAMENTO CA CONT 60 00 CONTRACTOR'S NAME AITC'S TELEPHON ADDRES_ S CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 60 000, 00 ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permit Fee $ 459.50 -ARCHITECT OR ENGINEER'S MAIUNG ADDRESS Plan Checking Fee $ 298.65 BUILDING ADDRESS 9160 AGUAS FRIAS ROADC Energy Plan Checking Fee $ $ PERMIT FEE $ 778,15 LAT NO. SUBDN510N5 NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other a mmt I SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: CO -LOCATION (12 ANTENNAS MUP 04-03 & ELECT SERV METER 200 AMP Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service .A. RR IESS 23.o0 3.00 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 in u11 force and effect. License Class � Lic. No. 6 �e y 2 ( Z OWNER -BUILDER DECLARATION I 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 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BWS. SO 3.5¢x. T. NOµq°SID. MULTI -OUTLET 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. °BAR FIXTURES 20@':0° SAL Q .50 ED A Ex. Occup. °F"T. AaID.°FEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $43.00 WORKERS' COMPENSATION DECLARATION I 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 /performance of the work for which this permit is issued. @' I 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 workers' compensation insurance arrier and policy number are: Carrier AtfAce- A4 I•{(t w%.L ASSUIZA-1,C-'- -cc), MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number 5 3 7_1- —1 (The above sections need not be completed 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 if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall f�qith co h those provisions. X Date S/� 0 Sig ature of App i . - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit i requi d for excavations 5'0" deep and demolition or construction5of structures over3 ries in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE JTOTAL FEE $821.15 Es IMP cDF P ELISSUE This permit is hereby Issued dnder of the Butte County Code and/or indicated above for which fees have ByA,714'"AZZO?/atifJ PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. (/ afe Receipt No. WHITE-D.D.S.-B.D. CANAR7-ASSES-SOJISFPECTC5R GOLDENROD -APPLICANT I ' J V 1 4111111111111111 ENT SERVICES -BUILDING DIVISION COUNTY OF BUTTE'- DEPARTMENT OF DEVELOPM 4 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 n4—Of (/, -APPLICATIONAND PERMIT V //''J 20lDNG BUILDING PERMIT -L—... SESSORFARCELNUMBER 3 �_jU� 979L OCC. I IN ylAl-' cp�Fr WME =NrR='rORS M4WNG ADDRESS cONSTRUCnON LENDER LENDER -s MM NG ADDRESS ARCNRECr OR ENMNEM ARCMnWT OR ENGINEBRS M4WNG ADDRESS Total Valuation 14, WVA I F6n Fee $ Permit Fee $ Plan Checking Fee $ Energy Plan Checking Fee $ $ - PERMIT FEE _ LD7 NO. tFARULL,1,."PLUMBING PERMIT SUBDN6tDN5 NAME Each Trap USEOFSTRUCTURE our or heat um water heater Water Ing SF ❑ Duplex ❑ Mobilehome E3 Other sPcU:r Each gas water heater or vent pL IE5�0; joC,(� S j rJ r TYPE OF WORK Gas i in 1 - 5 outlets New ❑ Addilion ❑V91 er ❑ Building sewer Mobile Home S G WDe vibe VjLQrr/(/��(PERMI7 FEEICAL PERMIT ODDVORvice w oR,. Main Service ( 20" TO IOWA ) PERMIT FEE PAID SRA SHERIFF OTHER AMOUNT RECEIVED' $ DATE RECEIVED I I( �e e .fir �iU 20.00 20.00 7.00 _T3_.0 0 15.00 15.00 15.00 15.00 @20.00 ig Fee 20.00 23.00 46.00 3.50Ft @7.50 EX. Occup. OUTLET OR FxTUREs RAL @ ,so RXED Ex. Occup. nms is DE uA 5.00 Temporary Service 23.00 Mobile Home Facilities 1 20.00 PERMIT FEE Ventilation 6.50 20.00 PERMIT FEI: 1 $ Mobile Home Installation Fee $ Energy Inspection Fee $ 0�0 j ro"�T' r'"_ IT07AL F E $� NAZ DE6. FCDF CEL SSUE This permit is hereby issued u6der the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date _ Cory Vargas Foreman A mERICAN TOWER NYSEAMT 9828 Business Park Drive, Suite A • Sacramento, California 95827 Phone (916) 3648190 ext 3018 • Mobile (530) 6241698 • Fax (9!6) 364$334 Email: cory.vargas@americantowercom r: G wt''^.:.�•`�C,;�j!'+�',9.�'S"+X'�rf�y.�'�..C�+i�°�'�`=="'�wi"'�`'`f."`;"'"-''r"".,,,y�'�i1#w'7'�'"tr+o��y'.'`�"'`."'ni,ti,''�. .... �:;«'f�S"•i+'tfrtit+./�t�u`Z �it..�"'�-�"+r .. 45.' COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PER MIT APPLICATION DATA SHEET %) OWNER:NAS ESS R PARCEL NUMBER � ^� Proposed Building Use: Ol�til.. V NLCounter Technician: (/� Date: 1lterrisegiiired in order to apply for a permit. All boxes MUST be checked OR marked NA in orer to apply. c 1. Site planQ3 I r 4 its, signed by the preparer of the plans. 2. Complete plans 4 sets, signed by the preparer of the plans. Vol/ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 is of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! =�v ❑ 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) Data sheets and installation inst, (B) 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. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings 13. Detached Accessory Building Form filled out by the owner 1 14. Hazardous Material Form 15eN T -1-vC4(Co eov• H-ew,-rq Z1)) O ❑ 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicab e. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ 20. Erosion Control Plan Required........................................................................ ........ M 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestr approval ❑ paid. Sent by: 24. Planning approval (A) Use: d t'� ( Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage...... ❑ 26. NPDES Form............................................................................................. O 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... W 29. Contractor's license information. (Number, Name Style, Classification) ................... 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.................................................................... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts., ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone and hold for pickup. Z L I have been informed%of the above iterks an requirements for obtainin a building permit. Applicant: �-`x Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data byone, il, 1b counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: It Date: Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: //0- Note transfer by: Date: O Yellow: Building Division C O R P O R A T I O N Please accept this letter as limited power of attorney authorizing the following people to pull permits for ATC Tower Services, Inc on my behalf: Michael Addamo Russ Schlegel Hugh.Durham . Sean Paschall Joe_Taylor Jim Pedersen James Focht Robert Heller Thank you in advance for your time and consideration. Sincerely,/57 Kurt Herrick Qualifier CA 664262 State of California County of Sacramento On aw 9 before me. 1j personally appeared proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within insttvment and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/ ber/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. SS my hand and official seal. o �c G Jeffery Boswell Brett Ewing Jeff Frost Robert Nordwall �.,, BRANDON G. TAYLOR •- COMM. #1334019 m CL I Notary Publi�CalibmiaCOUra A , � . . -:N ic 9828 Business Park Drives Suite A a Sacrmnento, CA 95827 v (916) 364-8190 © (916) 364-8334• www.americantower.com CERTIFICATE MARSH / CERTIFICATE OF INSURANCE I TE NUMBER ,..... ..-,�:..._ .. .. :.,.'.�,. ...F .:.: :.. ....:. NYC 001178283-05 :.: - ....:•�',._ .,.::..QCs ......._ .l..h..f:��,...t THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS PRODUCER MARSH USA INC. NO RIGHTS UPON THE CERTIFICATE HOLDER OTHER THAN THOSE PROVIDED IN THE ATTN: DENISE HART POLICY. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE 200 CLARENDON STREET AFFORDED BY THE POLICIESDESCRIBED HEREIN. BOSTON, MA 02116 COMPANIES AFFORDING COVERAGE (617) 421-0290 COMPANY 24465=ATC— A AMERICAN HOME ASSURANCE CO INSURED COMPANY ATC TOWER SERVICES, INC. B NEW HAMPSHIRE INSURANCE COMPANY A DIVISION OF AMERICAN TOWER CORPORATION 829 PICKENS INDUSTRIAL DRIVE, SUITE 3 COMPANY MARIETTA, GA 30062 C NATIONAL UNION FIRE INS COMPANY COMPANY D Thls certlficatesupersedes and,replaces y,.p�eylously Issued cerfificate for,tfie`Pollcy, penod :noted below:;.., . ,., 1 COVERAGES,a?;=;; an _ ,., q .- ., ...., ,, w, -, . THIS IS TO CERTIFY THAT POLICIES OF INSURANCE DESCRIBED HEREIN HAVE BEEN ISSUED TO THE INSURED NAMED HEREIN FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THE CERTIFICATE MAY BE ISSUED OR MAY SUBJECT TO ALL THE TERMS, CONDITIONS AND EXCLUSIONS OF SUCH POLICIES. AGGREGATE PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. t ' TYPE OF INSURANCE POLICY POLICY NUMBER EFFECTIVE DATE(MM/DD/YY) POLICY EXPIRATION DATE(MWDDIYY) LIMITS LTR - . GENERAL LIABILITY GFNERAL AGGREGATE $ 4,000,000 X COMMERCIAL GENERAL LIABILITY ' PRODUCTS - COMP/OP AGG $ 4,000,UU0 PERSONAL a ADV INJURY $ 1,000,000 A 4a-. ? CLAIMS MADE OCCUR IA 1 4806054 12/01/03 12/01/04 EACH OCCURRENCE $ 1,000,000 O✓VNER'S 6 CONTRACTOR'S PROT FIRE DAMAGE (Any one fire $ 1,000,000 MED EXP (Any orisperson) $ 10,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,0001000 A X ANY AUTO - 5188638 (AOS) 12/01/03 12/01/04 BODILY INJURY $ A ALL OWNED ALTOS 5188637 (VA) 12/01/03 12/01/04 5188639 (MA) 12/01/03 12/01/04 (Per person) A scriEDUL.EDALTos BODILY INJURY $ A HIRED AUTOS 5188636 (TX) 12101/03 12101/04 NON -OW NED AUTOS SELF-INSURED FOR' (PeraccideM PROPERTY DAMAGE $ PHYSICAL DA,:!AGE' GARAGE LIABILITY - AUTO ONLY -EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: + EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY _ EACH OCCURRENCE $ 10,000,000 AGGREGATE $ 10,000,000 C X UMBRELLA FORM BE2977908 12/01/03 12/01/04 $ OTHER THAN UMBRELLA FORM B WORKERS COMPENSATION AND 2981614 (AOS) 12/01/03 12/01/04 X TORYLIMRS ER"'1-;"(:'.':`'�'�'':}-^•'- A EMPLOYERS' LIABILITY 2981615 (CA) 12/01/03 12/01/04 EL EACH ACCIDENT $ 1,000,000 EL DISEASE -POLICY LIMIT $ 1,000,000 B THE PROPRIETOR/ INCL 2981616 (IL,M N, NY, LIT) 12/01/03 12/01/04 EL DISEASE EMPLOYEE $ 1,000,000 PARTNERSIEXECUTNE 2981617 (FL) 12/01/03 ( 12/01/04 B OFFICERS ARE: EXCL -EACH OTHER DESCRIPTION OF OPERATIONSILOCATIONS/VENICLES/SPECIAL ITEMS CERTIFICATE HOLDER: x „� 41 n CANCELLATION n SHOULD ANY OF THE POLICIES DESCRIBED HEREIN BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, ' THE INSURER AFFORDING COVERAGE WILL ENDEAVOR TO MAR 'An DAYS WRITTEN NOTICE TO THE • • CERTIFICATE HOLDER NAMED HEREIN, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR • LIABILITY OF ANY KIND UPON THE INSURER AFFORDING COVERAGE, ITS AGENTS OR REPRESENTATIVES, OR THE ISSUER OF THIS CERTIFICATE. MARSH USA INC. BY: Edward R Ford • .:,•—�- - 12 /_2/03- VAL-M2IDSOF:' A .--'TATE OF CALIFORNIA a ar'b ro *ta pwp o Pursua.-;t to Chapter 9 of Division 3 of the Business and Professions Code and tiie Rules and Regulations of the Contractors State License Board, Oe Registrar of Contractors does hereby issue this license to: )F ATC tc! engage in.� B - A - GI SIGNATURE OF LICENSE QUALIFIER 13L-24 (REV. 7-01) @a OSP 01 59448 INC 10 fiirii��s`or a i f a contractor 4 , — n Rn R. CTOR Witness my hand and seal this day, 'March 2S, 2003 Issued February 4, 1993 I Stephen) P. Sands Registrar of Contractors This license is the propertyof the Registrar of Contractors, 66 262 is not transferrable, and slall be returned to the Registrar upon demand when suspended, revoked, or invalidated License Number for any reason. It becomes void if not renewed. AWIT W: IMIZ -R Environmental Health RECEIVED � cnvironmental Health FEB 2 4 2004 FEB 1 2 2004.., • FEB 2.62004 1sY: Chic -o, Callforhia Chico', CA BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) PERMIT NUMBER BER D 1 yo+� A PN Firm Name Address Nature of Business r - Contact Person qI&O A4- - u A -S X21146 Phone # lg 19117- 1. 911 1. Does your business or that of your tennants handle, store, or transport hazardous materials? ❑ NO ❑ YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and.safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? NO ❑ YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? A NO ❑ YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, Xumes, vapors, or other volatile compounds? NO ❑ YES ' IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative Aala r v' (Signature) (Date) BCEHD BCAPCD ❑ ❑ The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. �he Above Regulations Do Not Apply To This Facility. BCEHD Signature Date14t. BCAPCD Signature � Date a -a WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. Butte CountyDepartment ofDevelopment Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING January 16, 2004 Nextel Communications 2180 Harvard Street, Suite 180 Sacramento, CA 95815 CERTIFIED MAIL Re: Correction to Minor Use Permit, MUP 04-03, APN 039-260-018 Dear Gentlemen: Enclosed is the corrected page 1 of the Minor Use Permit application to collocate 12 panel antennas centered at the 92 -foot level on an existing 120 -foot tall monopole, #MUP 04-03. The Minor Use Permit distributed January 7, 2004, (Certified Mail Receipt), had the following error on page 1 in the first paragraph: "Nextel Communications is hereby granted a Minor Use Permit in accordance with application filed to allow the collocation of twelve (12) 4.4 square foot panel antennas...", which has been replaced with the following correction: "Nextel Communications is hereby granted a Minor Use Permit in accordance with application filed to allow the collocation of twelve (12) 4.6 square foot panel antennas..." Please replace page 1 of the Minor Use Permit, Certified Mail Receipt Date January 7, 2004, with the enclosed page 1 of Minor Use Permit #MUP 04-03, and Certified Mail Receipt Date January 16, 2004. Should you have any question regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, Roni Thornton OAII Enclosure cc: Advanced Design Consultants, LLC American Tower Land Development Division Building Division Environmental Health Department of Forestry Larry Painter 4 i" MINOR USE PERMIT BUTTE COUNTY PLANNING COMMISSION JAN 1 6 2004 DATE (Certified Mail Rec.) MUP 04-03 PERMIT NO. 039-260-018 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the .Zoning Ordinance of the County of Butte and the special conditions set forth below: Nextel Communications is hereby granted a Minor Use Permit in accordance with application filed to allow the collocation of twelve (12) 4.6 square foot panel antennas centered at the 92 -foot level on a 120 -foot tall monopole and for the installation of a 12 -foot by 20 -foot (240 square feet) equipment shelter within the existing fenced lease area. The project site is zoned A-40 and has a General Plan land use designation of Orchard and Field Crops. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes. cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-41. 2. Unless otherwise provided for in a special condition to this Minor Use Permit, all conditions must be completed prior to or concurrently with the establishment of the granted use: The use granted by this permit must be established within 12 months of the delivery of the countersigned permit to the Permittee. 3. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid, and environmental determination as conditionally .approved. Changes deemed to be major or significant in. nature shall require a formal application for amendment. 4. If any use for which a Minor Use Permit has been granted is not established within one year of the date of receipt of the countersigned permit by the Permittee, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. 5. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. 1 Structural Analysis Report Structure : Existing 120 ft Valmont Monopole Site Name : Dayton -CA, CA ATC Site Number : 41734 Proposed Carrier : Nextel Carrier Site Name : Durham Carrier Site Number : CX1607-A County : Butte Eng. Number : 73117335-�Q DC7 Date : October 7, 2003 BUTTE COUNTY ,:+ ..fit ir*Now j-- ir*jc i 11312 South Pipeline Road Euless, Texas 76040 Phone: (817) 355-4100 Fax: (817) 858-0398 SUILDINU UlVlslvry APPROVED Eng. Number 73ll7335 October 7, 2003 ' Table of Contents ' Iotnodoudoo--------------------------------------------..l Anzlyois----------------------------------------------..l AoteozaLoudu-------------------------------------------l � Results ----------------------------------.------------.. 2 Cwoc8uamn---.--------------.------.-------------------.. 2 StandardConditions .............................................................................................................. Attached � . Culculutioou----------------------------------------.. Attached � ' � ^ t Eng. Number 73117335 October 7, 2003 Page 1 The purpose of this report is to summarize results of the structural analysis performed on the existing 120 ft Valmont Monopole located at Dayton -CA, CA, Butte County (ATC site #41734). The tower was originally designed and manufactured by Valmont, (Order # 14053-01 dated April 2, 2001). Analysis The existing tower was analyzed using Semaan Engineering Solutions, Inc., Software. The analysis assumes that the tower is in good, undamaged, and non -corroded condition. A 5% overstress is allowed in the existing structural members to account for program variances. J Basic wind speed: 75.0 mph Radial Ice: 0.50" w/ reduced wind Code: EIA/TIA-222-F Antenna Loads The following antenna loads were used in the tower analysis. Existing Antennas Elev. Qty () Antennas Mount Coax Carrier 120.0 9 All on 7262.03 (3) T -Arm Mounts (9)1-5/8 AT&T Wirelelss 120.0 3 SC10013-Din (3)1-5/8 AT&T Wirelelss 120.0 6 1 KRY 112 71/x TMA AT&T Wirelelss 106.0 1 12 1 LPD -7907/8 3 T -Arm Mounts (12)7/8 1 Verizon ttP'rop` osed .`Antennas..RE Elev. Qty ty Antennas Mount Coax Carrier 92.0 12 DB848H90E-XY 3 T -Arm Mounts (12)1-5/8 Nextel All transmission lines are assumed running inside of pole shaft. Eng. Number 73117335 October 6, 2003 Page 2 Results The existing monopole is structurally capable of supporting the existing and proposed antennas. The maximum structure usage is: 78.6% Additional exit and/or entry ports may be required to accommodate the running of the proposed transmission lines to the proposed antennas. These ports, if required, may be sourced as "kits" from the original monopole manufacturer. They should be installed per the manufacturer's instructions fimshed with the port materials. These additional ports, when properly installed replace the material removed by the cutting of holes in the monopole structure so no additional engineering calculations are required. Original Design Current Analysis % Of Pole Reactions Reactions Reactions Design Moment ft -kis 1,597.58 1,653.63 103.5 Shear s 18.18 18.47 101.6 The'reactions calculated from the analysis slightly exceed the ones indicated on the original structural design. However, upon reviewing the foundation documents, they were found to be adequate. Conclusion Based on the analysis results, the existing structure meets the requirements per the EIA/TIA-222-F standards for a basic wind speed of 75 mph and 1/2" radial ice with reduced wind speed. If you have any questions or require additional information, please call at (817) 355-4100. IStandard Conditions ' All engineering services are performed on the basis that the information used is current and correct. This inforrnation may consist of, but is not necessary limited, to: ' -- Information supplied b the client regarding the structure itself, the antenna and feed line loading PP Y g g . � g on the structure and its components, or other relevant information. -- Information from fields and/or drawings in the possession of American Tower Corporation, or ' generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Engineering Services ' and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and are in an un -corroded condition and have not deteriorated; and we, therefore, assume that their capacity has not significantly changed from the "as new" condition. All services ,will be performed to the codes specified by the client, and we do not imply to meet any other codes .or requirements unless explicitly agreed in writing. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSI/EIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Engineering Services is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. SEMAAN ENGINEERING SOLUTIONS 1047 N.204thAvenue Elkhorn, NE 68022 Phone: 402-289-1888 Fax: 402-289-1861 Copyright Semen Engineering Solutions, Inc 120'-0" 120'-V 106'-0" 100'-0" 1-0011 92'-0" 52'-9" 20'-0" 3/16" Thick (65 KSI) 52'-10" 1/4" Thick (65 KSI) 126-4- 67" 52'-9" 11/32" Thicl (65 KSI) Load Cases / Deflections Job Information Pole : 41734 Description (deg) Client : ATC Engineering Services Location : Dayton -CA, CA Type : 16 Sides Base Elev (ft): 0.00 Height (ft) 120.00 Taper: 0.155000 (in/ft) Load Cases / Deflections - Sections Properties Attach Force (deg) Diameter (in) 18.469 Overlap Steel Shaft Length Accross Flats Thick Joint Length Taper Grade Section ' (ft) Top Bottom (in) Type (in) (in/ft) (ksi) 1 52.750 34.82 43.00 0.344 0.000 0.155000 65 2 52.833 28.00 36.18 0.250 Slip Joint 67.000 0.155000 65 3 20.000 24.90 28.00 0.188 Butt Joint 0.000 0.155000 65 Load Cases / Deflections - Discrete Appurtenance Attach Force (deg) No Ice No Ice Wind Speed = 75.00 mph w/ No Ice 18.469 Elev (ft) Elev (ft) Type Qty Description 120.000 120.000 Straight 3 T -Arm Mounts 120.000 120.000 Panel 6 KRY 112 71/x TMA 120.000 ' 120.000 Panel 3 SC10013-Din 120.000 120.000 Panel 9 Allgon 7262.03 106.000 106.000 Straight 3 T -Arm Mounts 106.000 106.000 Panel 12 LPD -790718 92.000 -, 92.000 Straight 3 T -Arm Mounts 92.000 92.000 Panel 12 DB848H90E-XY Load Cases / Deflections - Attach Translation Rotation Load Case Elev (ft) (in) (deg) No Ice No Ice Wind Speed = 75.00 mph w/ No Ice 18.469 120.000 57.52 -3.748 106.000 46.60 -3.689 92.000 36.01 -3.508 Ice Ice Wind Speed = 64.95 mph w/ Ice 0.50 in Thick 120.000 49.60 -3.243 106.000 40.15 -3.190 92.000 31.00 -3.030 Reactions - Moment Load Case (Kip -ft) Shear (Kips) Axial (Kips) No Ice • 1,653.632 18.469 -18.210 Ice 1,411.991 15.408 -23.530 E cl 0 w w Load Case: 'No Ice Jiresses IKSI) d L7 l Pole : 41734 ATC Engineering Services Copyright Semaan Engineering Solutions, Inc Location: Dayton -CA, CA Y 10/7/2003 11:21:22 AM Height : 120.0 (ft) Base Elev : 0.000 (ft) Page: 1 Shape : 16 Sides Base Dia: 43.00 (in) Top Di,a : 24.90 (in) q Taper : 0.155000 (In/ft) _ x Shaft Section Properties I No Ice Ice Distance Slip Vert Bottom Top Weight CaAa Sect Lenath Thick Fv Joint Joint Weiaht Dia Elev Area Ix W/t Dtt Dia Elev Area Ix Wlt Dlt Taper Num (ft) (in) (ksi) Type Len (in) (lb) (in) (ft) (sqin) (in"4) Ratio Ratio (in) (ft) (sqin) (in A4) Ratio Ratio (in/ft) 1 52.750 0.3438 65 (ft) 0.00 7,591 43.00 0.000 46.78 10752.2 23.29 125.0 34.82 52.75 37.81 5678.7 18.56101.31 0.15500 2 52.833 0.2500 65 Slip Joint 67.00 4,566 .36.18 47.16 28.66 4676.8 27.20 144.7 28.00 99.99 22.13 2153.0 20.69 112.00 0.15500 ' 3 20.000 0.1875 65 Butt Joint 0.00 1,069 .28.00 99.99 16.64 1625.7 28.11 149.3 24.90 120.0 14.78 1140.4 24.82 132.80 0.15500 120.0 Shaft Weight 3.226 13,226- 20.00 6.240 1.00 66.00 7.040 ' Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Flat/ Weight CaAa CaAa Weight CaAa CaAa From Face X Angle Ecc (ft) Description Qty . (lb) (sf) Factor (Ib) (so Factor (ft) (deg) (ft) 120.0 T -Arm Mounts 3 258.00 10.670 0.67 336.00 14.200 0.67 0.000 0.00 0.000 120.0 KRY 112 71/x TMA 6 13.20 0.690 1.00 18.25 0.870 1.00 0.000 0.00 0.000 120.0 SC10013-Din 3 20.00 6.240 1.00 66.00 7.040 1.00 0.000 0.00 0.000 120.0 Allaon 7262.03 9 12.24 2.960 1.00 21.80 3.400 1.00 0.000 0.00 0.000 106.0 T -Arm Mounts 3 500.00 15.000 0.67 650.00 20.600 0.67 0.000 0.00 0.000 106.0 LPD -7907/8 12 55.00 13.600 0.67 120.00 14.500 0.67 0.000 0.00 0.000 92.00 T -Arm Mounts 3 500.00 15.000 0.67 650.00 20.600 0.67 0.000 0.00 0.000 92.00 DB848H90E-XY 12 28.00 8.356 1.00 78.00 9.251 1.00 0.000 0.00 0.000 Totals 51 5019.36 7787.70 Number of Loadings: 8 1 1 Il Pole : 41734 ATC Engineering Services Copy_rightSemaenEngineering Solutions, Inc Location: Dayton -CA, CA 7 10/7/2003 11:21:22 AM Height : 120.0 (ft) Base Elev : 0.000 (ft) Page: 2 Shape : 16 Sides Base Dia: 43.00 (in) Top Dia : 24.90 (in) q Taper : 0.155000 (inlft) X Segment Properties (Max Len : 5 ft) Seq Elev Thick Dia Area Ix Wlt D/t ry Fb Weight (ft) Description (in) (in) (in "2) (in A4) Ratio Ratio (ksi) (ksi) (lb) 0.00 0.3438 43.000 46.775 10,752.2 23.29 125.09 65 52 0.0 5.00 0.3438 42.225 45.925 10,176.7 22.84 122.84 65 52 788.6 10.00 0.3438 41.450 45.076 9,622.1 22.39 120.58 65 52 774.1 15.00 0.3438 40.675 44.226 9,088.1 21.95 118.33 65 52 759.7 20.00 0.3438 39.900 43.376 8,574.2 21.50 116.07 65 52 745.2 25.00 0.3438 39.125 42.526 8,080.0 21.05 113.82 65 52 730.8 30.00 0.3438 38.350 41.676 7,605.2 20.60 111.56 65 52"' 716.3 35.00 0.3438 37.575 40.826 7,149.4 20.15 109.31 65 52 701.8 40.00 0.3438 36.800 39.977 6,712.2 19.70 107.05 65 52 687.4 45.00 0.3438 36.025 39.127 6.293.1 19.25 104.80 65 52 672.9 47.17 Bot - Section 2 0.3438 35.689 38.758 6,117.1 19.06 103.82 65 52 287.1 50.00 0.3438 35.250 38.277 5,891.9 18.81 102.55 65 52 646.0 52.75 Top -Section 1 0.2500 35.324 27.971 4,347.0 26.51 141.29 65 52 619.3 55.00 0.2500 34.975 27.693 4,218.6 26.24 139.90 65 52 '213.1 60.00 0.2500 34.200 27.075 3,942.4 25.62 136.80 65 52 465.9 65.OQ 0.2500 33.425 26.457 3,678.6 25.00 133.70 65 52 455.4 70.00 .0.2500 32.650 25.839 3.426.7 24.39 130.60 65 52 444.9 75.00 0.2500 31.875 25.221 3,186.7... 23.77 127.50 65 52 434.4 80.00 0.2500 31.100 24.603 2,958.1 23.15 124.40 65 52 423.8 85.00 : 0.2500 30.325 23.985 2,740.7 22.54 121.30 65 52 413.3 90.00 0.2500 29.550 23.367 2,534.2 21.92 118.20 65 52 402.8 92.00 0.2500 29.240 23.120 2,454.7 21.67 116.96 65 52 158.2 95.00 0.2500 28.775 22.749 2,338.4 21.30 115.10 65 52 234.1 100.00 Too - Section 2 - 0.2500 28.000 22.131 2.153.0 20.69 112.00 65 52 381.8 100.00 Bot - Section 3 0.1875 28.000 16.635 1,625.7 28.11 149.33 65 51 105.00 0.1875 27.225 16.172 1,493.5 27.29 145.20 65 52 279.1 106.00 0.1875 27.070 16.079 1,468.0 27.13 144.37 65 52 54.9 110.00 0.1875 26.450 15.708 1,368.7 26.47 141.07 65 52 216.3 115.00 0.1875 25.675 15.245 1,251.1 25.65 136.93 65 52 263.3 120.00 0.1875 24.900 14.781 1,140.4 24.82 132.80 65 52 255.4 13,226.1 Pole : 41734 Location: Dayton -CA, CA Height : 120.0 (ft) Base Elev : 0.000 (ft) Shape: 16 Sides Elev . Base Dia: 43.00 (in) Top Dia : 24.90 (in) Taper: 0.155000 (In/ft) Tributary Aa ATC Engineering Services Semaan Engineering Solutions, Inc 10/7/2003 11:21:22 AM Page: 3 Load Case: No Ice 75 mph - No Ice 22 Iterations Gust Response Factor: 1.69 Effective Wind Speed : 75.00 (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Shaft Forces Seg Top Wind Wind Elev . qZ gzGh C Tributary Aa CfAa Force X Force Z Welaht (ft) Description Kz (psf) (psf) (mph -ft) Cf (ft) ((S11)M(lb) (lb) (lb) 0.00 1.00 14.40 24.33 268.75 0.720 0.00 0.000 0.000 0.00 0.00 0.0 5.00 1.00 14.40 24.33 263.91 0.720 5.00 17.755 12.784 311.11 0.00 788.6 10.00 1.00 14.40 24.33 259.06 0.720 5.00 17.432 12.551 305.45 0.00 774.1 15.00 1.00 14.40 24.33 254.22 0.720 5.00 17.109 12.319 299.79 0.00 759.7 20.00 1.00 14.40 24.33 249.38 0.720 5.00 16.786 12.086 294.13 0.00 745.2 25.00 1.00 14.40 24.33 244.53 0.720 5.00 16.464 11.854 288.47 0.00 730.8 30.00 1.00 14.40 24.33 239.69 0.720 5.00 16.141 11.621 282.81 0.00 716.3 35.00 1.01 14.64 24.74 236.83 .0.720 5.00 15.818 11.389 281.86 0.00 701.8 40.00 1.05 15.21 25.71 236.41 0.720 5.00 15.495 11.156 286.84 0.00 687.4 45.00 1.09 15.73 26.59 235.36 0.720 5.00 15.172 10.924 290.47 0.00 672.9 47.17 Bot - Section 2 1.10 15.94 26.95 234.73 0.720 2.17 6.474 4.661 125.63 0.00 287.1 50.00 1.12 16.21 27.40 233.79 0.720 2.83 8.493 6.115 167.57 0.00 646.0 52.75 Top - Section 1 1.14 16.46 27.82 232.73 0.720 2.75 8.144 5.864 163.16 0.00 619.3 55.00 1.15 16.66 28.16 235.14 0.720 2.25 6.591 4.745 133.62 0.00 213.1 60.00 1.18 17.08 28.86 232.81 0.720 5.00 14.411 10.376 299.55 0.00 465.9 65.00 1.21 17.47 29.53 230.15 0.720 5.00 14.089 10.144 299.61 0.00 455.4 70.00 1.24 17.85 30.16 227.21 0.720 5.00 13.766 9.911 299.01 0.00 444.9 75.00 1.26 18.20 30.76 224.01 ' 0.720 5.00 13.443 9.679 297.81 0.00 434.4 80.00 1.28 18.54 31.34 220.59 0.720 5.00 13.120 9.446 296.07 0.00 423.8 85.00 1.31 18.87 31.89 216.96 0.720 5.00 12.797 9.214 293.82 0.00 413.3 90.00 1.33 19.18 32.41 213.15 0.720 5.00 12.474 8.981 291.13 0.00 402.8 92.00 . Appertunance(s) 1.34 19.30 32.61 211.58 0.720 2.00 4.899 3.527 115.06 0.00 158.2 95.00 1.35 19.47 32.91 209.17 0.720 3.00 7.252 5.221 171.88 0.00 234.1 100.00 Top - Section 2 1.37 19.76 33.40 205.03 0.720 5.00 11.827 8.516 284.46 0.00 381.8 105.00 1.39 20.04 33.87 200.75 ' 0.720 5.00 11.506 8.284 280.63 0.00 279.1 106.00 Appertunance(s) 1.39 20.09 33.96 199.88 0.720 1.00 2.262 1.629 55.33 0.00 54.9 110.00 1.41 20.31 34.32 196.34 0.720 4.00 8.920 6.422 220.47 0.00 216.3 115.00 1.42 20.57 34.76 191.80 0.720 5.00 10.859 7.819 271.83 0.00 263.3 120.00 Appertunance(s) 1.44 20.82 35.19 187.14 0.720 5.00 10.536 7.586 266.97 0.00 255.4 Totals: 120.00 6,974.54 0.00 13,226.1 Pole : 41734 ATC Engineering Services Copyright Semaan Engineering Solutions, Inc Location: Dayton -CA, CA 7 101712003 11:21:22 AM Height : 120.0 (ft) Base Elev : 0.000 (ft) Page: 4 Shape: 16 Sides Base Dia : 43.00 (in) Top Dia : 24.90 (in) A Taper : 0.155000 (in/ft) Load Case: No Ice 75 mph - No Ice 22 Iterations Gust Response Factor: 1.69 Effective Wind Speed : 75.00 (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Forces Total Horiz Vert Wind Wind Mom Mom Mom Elev qz gzGh liana CaAa Ecc Ecc X Angle Force X Force Z X Y Z Weight (ft) Description Qty (psf) (psf) (sf) Factor (ft) (ft) (deg) (lb) (lb) (Ib -ft) (Ib -ft) (Ib -ft) (Ib) 92.00 T -Arm Mounts 3 19.30 32.61 30.010 0.667 0.000 0.0 0.0 978.91 0.00 0.00 0.00 0.00 1500.0 92.00 DB848H90E-XY 12 19.30 32.61100.272 1.000 0.000 0.0 0.0 3270.77 0.00 0.00 0.00 0.00 336.0 106.00 T -Arm Mounts 3 20.09 33.96 30.015 0.667 0.000 0.0 0.0 1019.50 0.00 0.00 0.00 0.00 1500.0 106.00 LPD -790718 12 20.09 33.96 108.854 0.667 0.000 0.0 0.0 3697.37 0.00 0.00 0.00 0.00 660.0 120.00 T -Arm Mounts 3 20.82 35.19 21.351 0.667 0.000 0.0 0.0 751.37 0.00 0.00 0.00 0.00 774.0 120.00 KRY 112 711x TMA 6 20.82 35.19 4.140 1.000 0.000 0.0 0.0 145.69 0.00 0.00 0.00 0.00 79.2 120.00 SC10013-Din 3 20.82 35.19 18.720 1.000 0.000 0.0 0.0 658.79 0.00 0.00 0.00 0.00 60.0 120.00 Aligon 7262.03 •9 20.82 35.19 26.640 1.000 0.000 0.0 0.0 937.51 0.00 0.00 0.00 0.00 110.2 11,459.9 0.00 5,019.4 r i 1 Pole : 41734 Location: Dayton -CA, CA Height: 120.0 (ft) Shape : 16 Sides Base Dia : 43.00 (in) Taper: 0.155000 (inlft) ATC Engineering Services Base Elev : 0.000 (ft) Top -Dia: 24.90 (in) CI py_right Semen Engineering Solutions, Inc Cr 1017/2003 11:21:22 AM Page: 5 Load Case: No Ice 75 mph - No Ice 22 Iterations Gust Response Factor: 1.69 Effective Wind Speed: 75.00 (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Applied Forces Summary Seg X Z Lateral, Axial Lateral Moment Torsion Moment Elev Coord Coord FX (-) FY (-) FZ MX my. MZ (ft) (ft) (ft)' (lb) (lb) (lb) (Ib -ft) (Ib -ft) (Ib -ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 311.11 788.60 0.00 0.00 0.00 0.00 10.00 0.00 0.00 305.45 774.14 0.00 0.00 0.00 0.00 15.00 0.00 0.00 299.79 759.68 0.00 0.00 0.00 0.00 20.00 0.00 0.00 294.13 745.22 0.00 0.00 0.00 0.00 25.00 0.00 0.00 288.47 730.76 0.00 0.00 0.00 0.00 30.00 0.00 0.00 282.81 716.30 0.00 0.00 0.00 0.00 35.00 0.00 0.00 281.86 701.85 0.00 0.00 0.00 0.00 40.00 0.00 0.00 286.84 687.39 0.00 0.00 0.00 0.00 45.00 0.00 0.00 290.47 672.93 0.00 0.00 0.00 0.00 47.17 0.00 0.00 125.63 287.11 0.00 0.00 0.00 0.00 50.00 0.00 0.00 167.57 646.00 0.00 0.00 0.00 0.00 52.75 0.00 0.00 163.16 619.33 0.00 0.00 0.00 0.00 55.00 0.00 0.00 133.62 213.09 0.00 0.00 0.00 0.00 60.00 0.00 0.00 299.55 465.91 0.00 0.00 0.00 0.00 65.00 0.00 0.00 299.61 455.40 0.00 0.00 0.00 0.00 70.00 0.00 0.00 299.01 444.88 0.00 0.00 0.00 0.00 75.00 0.00 0.00 297.81 434.36 0.00 0.00 0.00 0.00 80.00 0.00 0.00 296.07 423.85 0.00 0.00 0.00 0.00 85.00 0.00 0.00 293.82 413.33 0.00 0.00 0.00 0.00 90.00 0.00 0.00 291.13 402.82 0.00 0.00 0.00 0.00 92.00 0.00 0.00 4,364.74 1,994.18 0.00 0.00 0.00 0.00 95.00 0.00 0.00 171.88 234.12 0.00 0.00 0.00 0.00 100.00 0.00 0.00 284.46 381.75 0.00 0.00 0.00 0.00 105.00 0.00 0.00 280.63 279.11 0.00 0.00 0.00 0.00 106.00 0.00 0.00 4,772.19 2,214.87 0.00 0.00 0.00 0.00 110.00 0.00 0.00 220.47 216.33 0.00 0.00 0.00 0.00 115.00 0.00 0.00 271.83 263.32 0.00 0.00 0.00 0.00 120.00 0.00 0.00 2,760.33 1,278.79 0.00 0.00 0.00 0.00 Totals: 18,434.44 18,245.42 0.00 0.00 0.00 0.00 t Pole : 41734 Location: Dayton -CA, CA Height: 120.0 (ft) Shape: 16 Sides Base Dia: 43.00 (in) Taper : 0.155000 (In/ft) ATC Engineering Services Base Elev : 0.000 (ft) Top Dia: 24.90 (in) Semen Engineering Solutions, Inc 101712003 11:21:22 AM Page: 6 Load Case: No Ice 75 mph - No Ice 22 Iterations Gust Response Factor: 1.69 Effective Wind Speed: 75.00 (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Forces and Deflections Seg Lateral Axial Lateral Moment Torsion Moment X Z Total Elev FX(-) FY(-) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (in) (in) (in) (deg) 0.00 18.469 18.210 0.000 0.000 0.000 1,653.632 0.000 0.000 0.000 0.000 5.00 18.221 17.355 0.000 0.000 0.000 1.561.290 -0.114 0.000 0.114 -0.213 10.00 17.972 16.516 0.000 0.000 0.000 1,470.189 -0.450 0.000 0.450 -0.425 15.00 17.723 15.695 0.000 0.000 0.000 1,380.331 -1.008 0.000 1.008 -0.635 20.00 17.473 14.890 0.000 0.000 0.000 1,291.719 -1.786 0.000 1.786 -0.844 25.00 17.223 14.102 0.000 0.000 0.000 1.204.355 -2.781 0.000 2.781 -1.051 30.00 16.973 13.332 0.000 0.000 0.000 1,118.240 -3.992 0.000 3.992 -1.256 35.00 16.719 12.579 0.000 0.000 0.000 1,033.374 -5.416 0.000 5.416 -1.457 40.00 16.454 11.843 0.000 0.000 0.000 949.781 -7.048 0.000 7.048 -1.654 45.00 16.169 11.141 0.000 0.000 0.000 867.513 -8.884 0.000 8.884 -1.847 47.17 16.052 10.832 0.000 0.000. 0.000 832.480 -9.742 0.000 9.742 -1.930 50.00 15.881 10.163 0.000 0.000 0.000 786.998 -10.920 0.000 10.920 -2.037 52.75 15.711 9.525 0.000 0.000 0.000 743.326 -12.123 0.000 12.123 -2.139 55.00 15.594 9.275 0.000 0.000 0.000 707.977 -13.151 0.000 13.151 -2.220 60.00 .15.310 8.763 0.000 0.000 0.000 630.006 -15.598 0.000 15.598 -2.446 65.00 15.020 8.267 0.000 0.000 0.000 553.457 -18.275 0.000 18.275 -2.659 70.00 14.726 7.788 0.000 0.000 0.000 478.357 -21.168 0.000 21.168 -2.859 75.00 14.429 7.326 0.000 0.000 0.000 404.727 -24.262 0.000 24.262 -3.042 80.00 14.128 6.881 0.000 0.000 0.000 332.585 -27.537 0.000 27.537 -3.207 85.00 13.826 6.453 0.000 0.000 0.000 261.943 -30.974 0.000 30.974 -3.350 90.00 13.520 6.051 0.000 0.000 0.000 192.812 -34.547 0.000 34.547 -3.468 92.00 9.045 4.319 0.000 0.000 0.000 165.773 -36.008 0.000 36.008 -3.508 95.00 8.864 4.086 0.000 0.000 0.000 138.638 -38.229 0.000 38.229 -3.561 100.00 8.560 3.714 0.000 0.000 0.000 94.323 -41.996 0.000 41.996 -3.632 105.00 8.264 3.449 0.000 0.000 0.000 51.521 -45.826 0.000 45.826 -3.680 106.00 3.359 1.545 0.000 0.000 0.000 43.257 -46.598 0.000 46.598 -3.689 110.00 3.126 1.342 0.000 0.000 0.000 29.820 -49.699 0.000 49.699 -3.717 115.00 2.838 1.096 0.000 0.000 0.000 14.190 -53.603 0.000 53.603 -3.740 120.00 2.760 0.000 0.000 0.000 0.000 0.000 -57.524 0.000 57.524 -3.748 t Pole • 41734 ATC Engineering Services copy_rightSemaenEngineeringSolutions, Inc Location: Dayton -CA, CA 40.457 40.869 Y 10/7/2003 11:21:22 AM Height: 120.0 (ft) Base Elev : 0.000 (ft) 0.802 Page: 7 Shape : 16 Sides 39.630 40.032 52.0 Base Dia : 43.00 (in) Top Dia: 24.90 (in) 0.806 q Taper: 0.155000 (in/ft) 38.744 39.135 52.0 Load Case: No Ice 75 mph - No Ice 22 Iterations Gust Response Factor: 1.69 Effective Wind Speed: 75.00 (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Stresses Seg I Applied Stresses Allowable Elev Axial (1) Shear (X) Shear (Z) Torsion . Bending (X) Bending (Z) Combined Stress (Fb) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio 0.00 0.389 0.799 0.000 0.000 0.000 40.457 40.869 52.0 0.786 5.00 0.378 0.802 0.000 0.000 0.000 39.630 40.032 52.0 0.770 10.00 0.366 0.806 0.000 0.000 0.000 38.744 39.135 52.0 0.753 15.00 0.355 0.810 0.000 0.000 0.000 37.793 38.174 t 52.0 0.734 20.00 0.343 0.815 0.000 0.000. 0.000 36.773 37.143 52.0 0.714 25.00 0.332 0.819 0.000 0.000 0.000 35.676 36.035 52.0 0.693 30.00 0.320 0.824 0.000 0.000 0.000 34.496 34.845 52.0 0.670 35.00 0.308 0.828 0.000 0.000 0.000 33.225 33.564 52.0 0.646 40.00 0.296 0.832 0.000 0.000 0.000 31.856 32.184 52.0 0.619 45.00 0.285 0.836 0.000 0.000 0.000 30.380 30.699 52.0 0.590 47.17 '0.279 0.838 0.000 0.000 0.000' 29.713 30.027 '52.0 0.578 50.00 0.266 0.839 0.000 0.000 0.000 28.804 29.106 52.0 0.560 52.75 0.341 1.136 0.000 0.000 0.000 36.951 37.344 52.0 0.718 55.00 0.335 1.139 0.000 0.000 0.000 35.907 36.296 52.0 0.698 60.00 0.324 1.144 0.000 0.000 0.000 33.434 33.815 52.0 0.650 65.00 0.312 1.148 0.000 0.000 0.000 30.765 31.141 52.0 0.599 70.00 .0.301 1.153 0.000 0.000 0.000 27.883 28.255 52.0 0.543 75.00 0.290 1.157 0.000 0.000 0.000 24.766 ' 25.136 52.0 0.483 80.00 0.280 1.161 0.000 0.000 0.000 21.391 21.764 52.0 0.419 85.00 0.269 1.166 0.000 0.000 0.000 17.731 18.113 52.0 0.348 90.00 0.259 1.170 0.000 0.000 0.000 13.754 14.159 52.0 0.272 92.00 0.187 .0.791 0.000 0.000 0.000 12.080 12.343 52.0 0.237 95.00 0.180 0.788 0.000 0.000 0.000 10.436 10.703 52.0 0.206 100.00 0.168 • 0.782 0.000 0.000 0.000 7.504 7.791 52.0 0.150 100.00 0.223 1.041 0.000 0.000 0.000 9.939 10.320 50.9 0.203 105.00 0.213 1.033 0.000 0.000' 0.000 5.745 6.222 51.6 0.121 106.00 0.096 0.423 0.000 0.000 0.000 4.880 5.029 51.7 0.097 110.00 0.085 0.402 0.000 0.000 0.000 3.525 3.677 52.0 0.071 115.00 0.072 0.377 0.000 0.000 0.000 1.781 1.965 52.0 0.038 120.00 0.000 0.378 0.000 0.000 0.000 0.000 0.654 52.0 0.013 1 1 Pole: 41734 Location: Dayton -CA, CA Height: 120.0 (ft) Shape : 16 Sides Base Dia: 43.00 (in) Taper : 0.155000 (In/ft) ATC Engineering Services Base Elev : 0.000 , (ft) Top Dia: 24.90 (in) Semen Engineering Solutions, Inc 101712003 11:21:22 AM Page: 8 91 Load Case: Ice 75 mph - With Ice - Ice Thickness = 0.5 in 22 Iterations Gust Response Factor: 1.69 Effective Wind Speed: 64.95 (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Shaft Forces Seg Top Wind Wind Elev qz gzGh C Tributary Aa CfAa Force X Force Z Weight (ft) Description Kz (psf) (psf) (mph -ft) . Cf (ft) (sf) (sf) (lb) (lb) (lb) 0.00 1.00 10.79 18.25 232.74 0.720 0.00 0.000 0.000 0.00 0.00 0.0 5.00 1.00 10.79 18.25 228.54 0.720 5.00 18.172 13.084 - 238.79 0.00 921.1 10.00 1.00 10.79 18.25 224.35 0.720 5.00 17.849 12.851 234.55 0.00 904.2 15.00 1.00 10.79 18.25 220.15 0.720 5.00 17.526 12.619 230.30 0.00 887.4 20.00 1.00 10.79 18.25 215.96 0.720 5.00 17.203 12.386 226.06 0.00 870.5 25.00 1.00 10.79 18.25 211.76 0.720 5.00 16.880 12.154 221.82 0.00 853.7 30.00 1.00 10.79 18.25 207.57 0.720 5.00 16.557 11.921 217.57 0.00 836.8 35.00 1.01 10.98 18.56 205.09 0.720 5.00 16.234 11.689 216.95 0.00 819.9 40.00 1.05 11.41 19.28 204.73 0.720 5.00 15.911 11.456 220.90 0.00 803.1 45.00 1.09 11.80 19.94 203.82 0.720 5.00 15.589 11.224 223.82 0.00 786.2 47.17 Bot - Section 2 1.10 11.96 20.21 203.28 0.720 2.17 6.655 4.791 96.84 0.00 335.7 50.00 1.12 12.16 20.55 202.46 0.720 2.83 8.729 6.285 129.16 0.00 709.7 52.75 Top - Section 1 1.14 12.34 20.86 201.55 0.720 2.75 8.373 6.029 125.81 0.00 680.4 55.00 1.15 12.49 21.11 203.63 0.720 2.25 6.778 4.880 103.06 0.00 262.6 60.00 1.18 12.81 21.65 201.61 0.720 5.00 14.828 10.676 231.15 0.00 573.5 65.00 1.21 13.10 22.15 199.31 0.720 5.00 14.505 10.444 231.34 0.00 560.6 70.00 1.24 13.38 22.62 196.76 0.720 5.00 14.182 10.211 231.03 0.00 547.7 75.00 1.26 13.65 23.07 193.99 0.720 5.00 13.859 9.979 230.27 0.00 534.8 80.00 1.28 13.90 23.50 191.03 0.720 5.00 13.536 9.746 229.09 0.00 521.9 85.00 1.31 14.15 23.91 187.89 0.720 5.00 13.214 9.514 227.53 0.00 508.9 90.00 1.33 14.38 .24.31 184.59 0.720 5.00 12.891 9.281 225.62 0.00 496.0 92.00 Appertunance(s) 1.34 14.47 24.46 183.23 0.720 2.00 5.066 3.647 89.23 0.00 195.1 95.00 1.35 14.60 24.68 181.14 4.720 3.00 7.502 5.401 133.35 0.00 288.6 100.00 •Top - Section 2 1.37 14.82 25.05 177.56 0.720 5.00 12.244 8.815 220.85 0.00 470.1 105.00 1.39 15.03 25.40 173.85 0.720 5.00 11.923 8.585 218.08 0.00 365.1 106.00 Appertunance(s) 1.39 15.07 25.47 173.10 0.720 1.00 2.346 1.689 43.02 0.00 72.0 110.00 1.41 15.23 25.74 170.03 0.720 4.00 9.253 6.662 171.52 0.00 283.2 115.00 1.42 15.42 26.07 166.10 0.720 5.00 11.276 8.119 211.68 0.00 344.5 120.00 Appertunance(s) 1.44 15.61 26.39 162.07 0.720 5.00 10.953 7.886 208.14 0.00 334.2 Totals: 120.00 5,387.54 0.00 15,767.6 Pole : 41734 ATC Engineering Services Location: Dayton -CA, CA Height: 120.0 (ft) Base Elev : 0.000 (ft) Shape : 16 Sides Base Dia : 43.00 (in) Top Dia: 24.90 (in) Taper: 0.155000 (in/ft) CI py_right Semaan Engineering Solutions, Inc Cr 10/712003 11:21:22 AM Page: 9 Load Case: Ice 75 mph - With Ice - Ice Thickness = 0.5 In 22 Iterations Gust Response Factor: 1.69 Effective Wind Speed: 64.95 (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Forces Total Horiz Vert Wind Wind Mom Mom Mom Elev qz gzGh , Uaaa CaAa Ecc Ecc X Angle Force X Force Z X Y Z Weight (ft) Description Qty (psf) (psf) (sf) Factor (ft) (ft) (deg) (lb) (lb) (Ib -ft) (Ib -ft) (Ib -ft) (Ib) 92.00 T -Arm Mounts 3 14.47 24.46 41.214 0.667 0.000 0.0 0.0 1008.22 0.00 0.00 0.00 0.00 1950.0 92.00 DB848H90E-XY 12 14.47 24.46111.011 1.000 0.000 0.0 0.0 2715.63 0.00 0.00 0.00 0.00 936.0 106.00 T -Arm Mounts 3 15.07 25.47 41.221 0.667 0.000 0.0 0.0 1050.02 0.00 0.00 0.00 0.00 1950.0 106.00 LPD -790718 12 15.07 25.47 116.058 0.667 0.000 0.0 0.0 2956.36 0.00 0.00 0.00 0.00 1440.0 120.00 T -Arm Mounts 3 15.61 26.39 28.414 0.667 0.000 0.0 0.0 749.91 0.00 0.00 0.00 0.00 1008.0 120.00 KRY 112 71/x TMA 6 15.61 26.39 5.220 1.000 0.000 0.0 0.0 137.77 0.00 0.00 0.00 0.00 109.5 120.00 SC10013-Din 3 15.61 26.39 21.120 1.000 0.000f 0.0 0.0 557.40 0.00 0.00 0.00 0.00 198.0 120.00 Allgon 7262.03 9 15.61 26.39 30.600 1.000 0.000 0.0 0.0 807.60 0.00 0.00 0.00 0.00 196.2 9,982.92 0.00 7,787.7 4 1 Pole: 41734 Location: Dayton -CA, CA Height: 120.0 (ft) Shape : 16 Sides Base Dia : 43.00 (in) Taper : 0.155000 (in/ft) ATC Engineering Services Base Elev : 0.000 (ft) Top Dia : 24.90 (in) Semsan Engineering Solutions, Inc 10171200311:21:22 AM Page: 10 A Load Case: Ice 75 mph - With Ice - Ice Thickness = 0.5 in 22 Iterations Gust Response Factor: 1.69 Effective Wind Speed: 64.95 (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Applied Forces Summary Seg X Z Lateral Axial Lateral Moment Torsion Moment Elev Coord Coord FX (-) FY (-) FZ MX MY MZ (ft) (ft) (ft) (lb) (lb) (lb) (Ib -ft) (Ib -ft) (Ib -ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 238.79 921.11 0.00 0.00 0.00 0.00 10.00 0.00 0.00 234.55 904.24 0.00 0.00 0.00 0.00 15.00 0.00 0.00 230.30 887.38 0.00 0.00 0.00 0.00 20.00 0.00 0.00 226.06 870.52 0.00 0.00 0.00 0.00 25.00 0.00 0.00 221.82 853.66 0.00 0.00 0.00 0.00 30.00 0.00 0.00 217.57 836.79 0.00 0.00 0.00 0.00 35.00 0.00 0.00 216.95 819.93 0.00 0.00 0.00 0.00 40.00 0.00 0.00 220.90 803.07 0.00 0.00 0.00 0.00 45.00 0.00 0.00 223.82 786.21 0.00 0.00 0.00 0.00 47.17 0.00 0.00 96.84 335.75 0.00 0.00 0.00 0.00 50.00 0.00 0.00 129.16 709.71 0.00 0.00 0.00 0.00 52.75 0.00 0.00 125.81 680.44 0.00 0.00 0.00 0.00 55.00 0.00 0.00 103.06 262.60 0.00 0.00 0.00 0.00 60.00 0.00 0.00 231.15 573.53 0.00 0.00 0.00 0.00 65.00 0.00 0.00 231.34 560.61 0.00 0.00 0.00 0.00 70.00 •0.00 0.00 231.03 547.69 0.00 0.00 0.00 0.00 75.00 0.00 0.00 230.27 534.77 0.00 0.00 0.00 0.00 80.00 0.00 0.00 229.09 521.85 0.00 0.00 0.00 0.00 85.00 0.00 0.00 227.53 508.93 0.00 0.00 0.00 0.00 90.00 0.00 0.00 225.62 496.01 0.00 0.00 0.00 0.00 92.00 0.00 0.00 3,813.08 3,081.08 0.00 0.00 0.00 0.00 95.00 0.00 0.00 133.35 288.59 0.00 0.00 0.00 0.00 100.00 0.00 0.00 220.85 470.14 0.00 0.00 0.00 0.00 105.00 0.00 0.00 218.08 365.11 0.00 0.00 0.00 0.00 106.00 0.00 0.00 4,049.40 3,461.97 0.00 0.00 0.00 0.00 110.00 0.00 0.00 171.52 283.20 0.00 0.00 0.00 0.00 115.00 0.00 0.00 211.68 344.49 0.00 0.00 0.00 0.00 120.00 0.00 0.00 2,460.82 1,845.90 0.00 0.00 0.00 0.00 Totals: 15,370.45 23,555.28 0.00 0.00 0.00 0.00 1 Load Case: Ice 75 mph - With Ice - Ice Thickness = 0.5 in 22 Iterations Gust Response Factor: 1.69 Effective Wind Speed: 64.95 (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Forces and Deflections Seg Elev (ft) Lateral FX (-) (kips) Axial FY (-) (kips) Lateral FZ (kips) Pole : 41734 ATC Engineering Services Copy_ rig htSemaanEngineering Solutions, Inc X Deflect (in) Location: Dayton -CA, CA Y 1017/2003 11:21:23 AM ' Height: 120.0 (ft) Base Elev : 0.000 (ft) Page: 11 0.000 Shape : 16 Sides 1,411.991 0.000 Base Dia: Taper: 43.00 (in) 0.155000 (in/ ft) Top Dia: 24.90 (in) q X 5.00 15.240 22.561 1 Load Case: Ice 75 mph - With Ice - Ice Thickness = 0.5 in 22 Iterations Gust Response Factor: 1.69 Effective Wind Speed: 64.95 (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Forces and Deflections Seg Elev (ft) Lateral FX (-) (kips) Axial FY (-) (kips) Lateral FZ (kips) Moment . MX (ft -kips) Torsion MY (ft -kips) Moment MZ (ft -kips) X Deflect (in) Z Deflect (in) Total Deflect (in) Rotation (deg) 0.00 15.408 23.530 0.000 0.000 0.000 1,411.991 0.000 0.000 0.000 0.000 5.00 15.240 22.561 0.000 0.000 0.000 1.334.951 -0.097 0.000 0.097 -0.182 10.00 15.069 21.611 0.000 0.000 0.000 1,258.755 -0.385 0.000 0.385 -0.363 15.00 14.897 20.679 0.000 0.000 0.000 1,183.411 -0.862 0.000 0.862 -0.544 20.00 14.723 19.765 0.000 0.000 0.000 1,108.929 -1.527 0.000 1.527 -0.723 25.00 14.547 18.870 0.000 0.000 0.000 1,035.316 -2.380 0.000 2.380 -0.901 ' 30.00 35.00 14.370 14.188 17,993 17.135 0.000 0.000 0.000 0.000 0.000 0.000 962.582 890.733 -3.418 -4.639 0.000 0.000 3.418 4.639 -1.077 -1.250 40.00 13.996 16.296 0.000 0.000 0.000 819.794 -6.039 0.000 6.039 -1.420 45.00 13.784 15.488 0.000 0.000 0.000 749.814 -7.616 0.000 7.616 -1.586 47.17 13.699 15.135 0.000 0.000 0.000 719.949 -8.353 0.000 8.353 -1.658 .' 50.00 13.572 14.409 0.000 0.000 0.000 681.135 -9.365 0.000 9.365 -1.751 52.75 13.444 13.714 0.000 0.000 0.000 643.813 -10.400 0.000 10.400 -1.839 55.00 13.364 13.423 0.000 0.000 0.000 613.566 -11.284 0.000 11.284 -1.910 60.00 13.155 12.814 0.000 0.000 0.000 546.748 -13.389 0.000 13.389 -2.105 65.00 12.941 12.223 0.000 0.000 0.000 480.972 -15.694 0.000 15.694 -2.291 70.00 12.721 11.648 0.000 0.000 0.000 416.268 -18.188 0.000 18.188 -2.464 75.00 12.497 11.091 0.000 0.000 0.000 352.661 -20.855 0.000 20.855 -2.624 80.00 12.268 10.552 0.000 0.000 0.000 290.177 -23.681 0.000 23.681 -2.767 85.00 12.036 10.031 0.000 0.000 0.000 228.836 -26.648 0.000 26.648 -2.892 90.00 92.00 11.796 7.831 9.533 ' 6.651 0.000 0.000 0.000 0.000 0.000 0.000 168.657 145.065 -29.734 -30.996 0.000 0.000 29.734 30.996 -2.995 -3.030 95.00- 7.689 6.363 0.000 0.000 0.000 121.571 -32.915 0.000 32.915 -3.077 100.00 7.448 5.899 0.000 0.000 0.000 83.131 -36.171 0.000 36.171 -3.139 105.00 7.213 5.543 0.000 0.000 0.000 45.887 -39.483 0.000 39.483 -3.182 106.00 2.978 2.311 0.000 0.000 0.000 38.674 -40.150 0.000 40.150 -3.190 ' 110.00 2.792 2.036 0.000 0.000 0.000 26.763 -42.832 0.000 42.832 -3.215 115.00 '2.561 1.704 0.000 0.000 0.000 12.806 -46.210 0.000 46.210 -3.236 120.00 2.461 0.000 0.000 0.000 0.000 0.000 -49.602 0.000 49.602 -3.243 Pole: 41734 Location: Dayton -CA, CA Height: 120.0 (ft) Shape : 16 Sides Base Dia: 43.00 (in) Taper: 0.155000 (In/ft) ATC Engineering Services Base Elev : 0.000 (ft) Top Dia: 24.90 (In) Semaan Engineering Solutions, Inc 1017/2003 11:21:23 AM Page: 12 A Load Case: Ice 75 mph - With Ice - Ice Thickness = 0.5 in 22 Iterations Gust Response Factor: 1.69 Effective Wind Speed: 64.95 (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Stresses Seg Applied Stresses Allowable Elev Axial (Y) Shear (X), Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress (ft) (ksl) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio 0.00 0.503 0.666 0.000 0.000 0.000 34.545 35.067 52.0 0.674 5.00 0.491 0.671 0.000 0.000 0.000 33.885 34.396 52.0 0.662 10.00 0.479 0.676 0.000 0.000 0.000 33.172 33.672 52.0 0.648 15.00 0.468 0.681 0.000 0.000 0.000, 32.402 32.890 52.0 0.633 20.00 0.456 0.686 0.000 0.000 0.000- 31.569 32.047 52.0 0.616 25.00 0.444 0.692 0.000 0.000 0.000 30.668 31.135 52.0 0.599 30.00 0.432 0.697 0.000 0.000 0.000 29.694 30.150 52.0 0.580 35.00 0.420 0.703 0.000 0.000 0.000 28.639 29.084 52.0 0.559 40.00 0.408 0.708 0.000 0.000 0.000 27.496 27.930 52.0 0.537 45.00 0.396 0.712 0.000 0.000 0.000, 26.258 26.683 52.0 0.513 47.17 0.391 0.715 0.000 0.000 0.000 25.696 26.116 52.0 0.502 50.00 0.376 0.717 0.000 0.000 0.000 24.929 25.336 52.0 0.487 52.75 0.490 0.972 0.000 0.000 0.000 • 32.005 32.538 52.0 0.626 55.00 0.485 0.976 0.000 0.000 0.000. 31.119 31.649 52.0 0.609 60.00 0.473 0.983 0.000 0.000 0.000 29.015 29.538 52.0 0.568 65.00 0.462 0.989 0.000 0.000 0.000 26.736 27.252 52.0 0.524 70.00 0.451 0.996 0.000 0.000 0.000 24.263 24.774 52.0 0.476 75.00 0.440 1.002 0.000 0.000 0.000 21.580 22.088 52.0 0.425 80.00 0.429 1.009 0.000 0.000 0.000 18.663 19.172 52.0 0.369 85.00 0.418 1.015 0.000 0.000 0.000 15.490 16.005 52.0 0.308 90.00 0.408 1.021 0.000 0.000 0.000 12.031 12.564 52.0 0.242 92.00 0.288 0.685 0.000 0.000 0.000 10.571 10.924 52.0 0.210 95.00 0.280' 0.684 0.000 0.000 0.000 9.152 9.505 52.0 0.183 100.00 .0.267 0.681 0.000 0.000 0.000 6.614 6.981 52.0 0.134 100.00 0.355 0.906 0.000 0.000 0.000- 8.759 9.248 50.9 0.182 105.00 - 0.343 0.902 0.000 0.000 0.000 5.117 5.679 51.6 0.110 106.00 0.144 0.375• 0.000 0.000 0.000 4.363 4.553 51.7 0.088 110.00 0.130 0.359 0.000 0.000 0.000 3.164 3.352 52.0 0.064 115.00 0.112 0.340 0.000 0.000 0.000 1.608 1.817 52.0 0.035 120.00 0.000 0.337 0.000 0.000 0.000 0.000 0.583 52.0 0.011 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Pole • 41734 ATC Engineering Services Copyright Semen Engineering Solutions, Inc Location: Dayton -CA, CA Y 1017/2003 11:21:23 AM Height : 120.0 (ft) Base Elev : 0.000 (ft) Page: 13 Shape: 16 Sides Base Dia : 43.00 (In) Top Dia : 24.90 (in) q Taper : 0.155000 (In/ft) X Load Case: No Ice 75 mph - No Ice 22 Iterations Gust Response Factor: 1.69 Effective Wind Speed: 75.00 (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Analysis Summary Reactions Max Stresses Shear Shear Axial Moment Moment Moment Combined Allowable FX - FZ FY MX MY MZ Stress Stress Elev Stress Load Case (kips) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ksi) (ksi) (ft) Ratio No Ice 18.469 0.000 18.210 0.000 0.000 1,653.632 40.869 52.0 0.000 0.786 Ice 15.408 0.000 23.530 0.000 � 0.000 1,411.991 35.067 52.0 0.000 0.674 r ;,,. '�t.Y_+ '.-oma.,.. --«. ........,. _ vr•..,�...._.-c, . -y a ' �zs� ... �,...a.�„g. n�r{`.ak'"F �lin+E�:l,`�V.r.+�;, �.,v�.. ...,.tr-, d � i 'w r i, � I i ' OFFIC COPY Address GAS Date_—// Meter By ELECTRI Date O- o Meter By t a COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT (Rev. 12/96)' APPLICATION AND PERMIT 61 ^ - / `Z ASSESSOR PARCEL NUMBER 039-260-018 ZONING BUILDING PERMIT OWNER .AMERICAN TOWERS TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 9828 BUSINESS PARK AR CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. I Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 9160 FRIM RD. CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other tw OOI TCT�L SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New 1% Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ELBMICAL SERVICE FOR BPO 012492 CUL TOM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zo.A OR LESS 5 23.00 115.00 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 in fu4i force and effect.POWEPPARATUS License Class .6 Lic. No. .. OWNER -BUILDER DECLARATION I 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 Main Service 200A TO tOXaA 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BUDS. s0 3.50FT_ p6ID =T -0 97.50 a SINGLER AOUTLEr CIR. Ex. Occup. OUTLET OR FIXTURES 20. @I aso Ex. Occup. pUTE7g q p,OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEES 142,30 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 performance of the work for which this permit is issued. I 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 workers' compensation insurance carrier and policy number are: Carrier %%I/t�J'/'f USA Policy Number A A "714 0 'j (The above sections need not be completed 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 if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fortlpWith comply with those provisions. ` X ,CiC��A Date .d. (. Z Signa a of Applicant - Owner ❑Contractor ❑ Agen /110, AryOSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 142.50 HAZ. p, FEES IMP FLOOD CDF PARCEL PD HD 55UE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have �,QQ ""� B.yr /H C_ PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date/ A - Date Receipt No. -V, '70 � . _/ WHITE-D.D.S.-B.D:' CANARYf,,ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT IJ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev,12/96)N APPLICATION AND PERMIT 4V ASSESSOR PARCEL NUMBER 039-260-018 ZONING BUILDING PERMIT OWNER AMERICAN TOWERS TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAKING ADDRESS 9828 BUSINESS PARK DR. CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 9160 AQUAS FRIAS RD. CHICO CA Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other MN COMMERCIAL SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New CX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ELECTRICAL SERVICE FOR BP# 01-2492 C= TOWER Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I s I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service .OA OR LESS 5 23.00 115.0 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 inf t force and effect. / j / /y License Class Lic. No. t/(j 6 7 L OWNER -BUILDER DECLARATION I 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 performance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier IffjF/l..S'L/ US Policy Number SL%7 4 n -7 (The above sections need not be completed 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 if I should become subject to the workers' ompensation provisions of section 3700 of the Labor Code, I shall fort I h C mply with those provisions. / X Date 6 Bim- Signa re of Applicant - wner ❑ Contractor ❑ Agen Arp6SHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in hepht. Main Service 200A TO tOooA 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( 8 ACC. BLD S. 3.5¢FT. NpNp�IDT' MULTI-OUTLH.ET 97,50 POWER APPARATUS a SINGLE oLIfLET cIR. '20 @ 1'00 Ex. Occup. CUTLET OR FIXTURES BAL @ .so Ex. Occup. o'.ED A6ID.DFR.A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 142.50 JXW 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 $ 142.50 HAZ. D. FEES IMP I FLOOD I COF PARCEL PD I HD I ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have -� PERMIT EXPIRES N the applicable provisions Resolutions to do work been paid. / ^ Date (D ^ cam( ate Receipt No. 3s 3 `7 U % 5� WHITE-D.D.S.-B.D. CANARYKASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT nP ,rte-. , r• .- „-tii r.....�.a .� :•�r'rr:�v5..-r..ri :%�i'^'i• '"i= Y,:...:+{*. 'ra1r ...' .a -. .. .. ' COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: M ASSESSOR PARCEL NUMBER 'f �%tJ�i J'�Proposed Building Use: Counter Technician: * Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ❑ 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the en ineer. Items required for initial plan -review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By rt` ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan an&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 ..................................... El 12. Hazardous Material Form..*...................................................................:........ ❑ 13. Other . 0 :+ Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ iBe2'3. Contractor's license information. (Number, Name Style, Classification) ...................... P"2'4. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) .....................+" ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility 'clearance ............................................................... ❑ 29. Existing violations and7or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: I When issued Telephone and hold for pickup. (.'00 TACT I have been informed -9f the above items and requirements for obtaining a building permit. Applicant: ��°Y` Date: 1. Index permit application for the -above items numbered: 2. Additional items required Contractor, designer, owner, was advised of the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: ❑ phone, ❑ mail, ❑ counter, by ❑ phone, ❑ mail, ❑ counter, by _ Plans approved by: _Structural approved by-. Yellow: Building Division .It Sc e9 eL Plan Check Letter _Date: _Date: Date: Date: r COUNTY OF BUTTE - DEPARTMENT OFEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 01-2492 ASSESSORPARC NUMBER X39-260-018 ZONING BUILDING PERMIT OWNER VERIZON WIRELESS TELEPHONE SO. FT. OCC. BUILDING VALUATION CONT 23,000.00 . OWNERS MAILING ADDRESS 255 DARKSHORE DR, FOLSOM 95630 CONTRACTOR'S NAME UNKNOWN TELEPHONE CONTRACTORS MAIUNG ADDRESS . CONTACT: ATC, JILL MUNIZ 9828 BUSINESS PARK DR CONSTRUCTION LENDER SACRAMENTO 95827 SUILENDER'S Fireplace MAILING ADDRESSTEA, Total Valuation $ 23,000.00 ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ 243.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 157.95 BUILDING ADDRESS 9160 AGAUS FRIAS RD CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ 400.95 LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome O Other COMMERCIAL SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Of, Describe Work: CO LOCATION TOWER Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI G1 W1 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200A OR tESS 23.00 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 in full force and effect. �� Z Z License Class LIC. NO. L� OWNER -BUILDER DECLARATION I 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 performance of the work for which this permit Is issued. ❑ 1 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 workers' compensation insurance carrier and policy number are: CarrierAmerlGa-i Ho -w, wr e.ti Lia Policy Number (,- / Z O Z h (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) `0- 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 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 / Y Date jr? —/ q —d ! _ Signatur of Applicant - O Owe O Contractor IAgent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. So OR ADDNS. ( a ACC. BLDS. 3.50Fr. T. t ONRE ID MULTI.OUTLET @7,50 POWER APPARATUS 8 BINDLE OUTLET CSI R. OUTLET OR FIXTURES 20 O 1'00 Ex. Occup.BAL. @ .w EDA Ex. Occup.OFlxuT Aa oR� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE L FEE $ 400.95 HAZ. D. FEESOD RI�Pjl!FLO ✓ OD COF PARCEL PD HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indica ve for wh=ate By PERMIT EXPIRES ON provisions to do work n paid. oZ to Receipt No. 332345/$177.95// -7'�) D , Gyv WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOL NROD-APPLICANT y�_ ._,–��-�r:.-iG�r'�r.�•ars-.r vNn+r^'r�..rr•l�r'�Fj..��i;37ni1�'v*,nI,FT,,-,.a+,�.�-'�a%►'�`£„'7'��-�'�'�a�•-,,�-!•y-[_a� AEt COUNTY;OF'BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION "7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICA TION DA TA SHEET ONER: ASSESSOR PARCEL NUMBER: 43gO► WOl� Proposed Building Use: -F.. Building Inspector: Date: / 6, • h I At time of permit application, I was advise the following data must be sub • d prior to permit processing and/or issuance: El 1. Received By 1. All items have been submitted .------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ----- ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss 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.--------------------------------------------------------- E38 ________________________________________________________❑8 Hazardous Material Form. -------'------------- -------------------------------------------------------------------- ❑ anufactured Home data and installation instructions including Tie Down Specifications.------------------ Feesof $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approW/fees- --------------------------------------------------------- ❑ 13. Flood elevation certificate. -------------------------------------- ---------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department.___________________________________________------------------------- ❑ 15. City of Chico plumbing permit. ---------- ` ------------------------------------------------ ❑ 16. Plot plan and business license ap from a City of Biggs. -------- - - --------------------------/-- -----Q-- V17. Planning approval for (A) Use. (B) Parking:K 1118. Contact Land Development about 1:1 Improvements, ❑Drainage, Legal Parcel. ------------------- ---- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------- '-________- rr ❑ 0. e -inspection for required. Request to Building Inspector on 1. Contractor's license information. . (Number, Name Style, Classification). _____________________________ rkers' Compensation carrier and policy number. ----------------------------------------------------- 023. Owner-Builder ---------------------------------------------------.❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - ___________________________ ❑24. Letter of signature authorization.---------------------------------------- 025. --------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. --------------------------------. ❑27. Manufactured Home utility clearance. _________________________ ❑28. Existing violations and/or expired permits. ------------------- ❑ 9. ❑433 A, ❑Grant Deed, 11M.H. Title, El Check to H.C.D $ 0.V . ether: S 1 V--------------- ------- When you issue the pemut, process a&llows ❑ Mail to owner, ❑Mail to contractor ❑Telephon��%��v� ��6 9 and hold for pickup. /I at ��I e- office. ❑ Deliver with inspector. (Date) l Applicant: �% Date:0 Ot/ Copy of Haz-Mat form sent ❑ Health Department, ❑.Fire Department, ❑ Air Pollution "Date: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: 2. Additional items required: ❑ Plan Check List Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by 13 phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, o A.P. folder. VNote transfer by: Date: PIl—, _r r ..,, 'r�o. .� _. ..-- , . - - r LETTER OF AUTHORIZATION 2001 To Whom It May Concern: U iN: Dayton CA er: 41734 Ve1'Ilapts wireless Verizon Wireless, 255 Parkshore Drive Folsom, CA 95630 hereby authorizes '1; // MUNI Z to sign any and all documents relating to the application(s) for the construction of a radio communications antenna facility on its behalf, located on APN �3q _ i g at I i Go /%cta s Fria --'T -9d. , City of County 'of �3 lt- Very truly yours, By: l c'r C) OUZ Title: l' �.�sT" Ems• A photocopy of this letter shall be treated as an original signed copy. BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER D ` r APN Firm Name �� ?c?Y� W/ -e-/,, _-�! 5 Address -W60 . AGfGiS : 511-1 &4Y4.0 Nature of Business ,04 4r✓AzLOL o -,d sAL& o,7'- "isAa �d�Je4%k)41 Contact Person Phone # !Z 1. Does your business' or that of your tennants handle, store, or transport hazardous materials? X NO ❑ YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and.safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? NO ❑ YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-Rg*f2§$) for a review of the project. Is the business/facility/operation school site? 9 NO ❑ YES IF YES, name of school. to be located within 1000 feet or the outer boundry of a school or 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? 19L NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative' ffignature) (Date) BCEHD BCAPCD. - ❑ The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. El1:1 The Above Regulations Do Not Apply To This Facility. BCEHD Signature' Date BCAPCD Signature Date WHITE- Building Dept ❑ YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. S V2 o O S �1?.0 WN M LAS r ' �k lTI J� wl k 13oLj-S \N fT U 1�'P F n? l N ��� t � `�' p S ov INTNv� �o v S . 1 AAA S FQ I I�• S t�� rt -x 1oC� N1 Svc o%1E T V or cAo -c. , e LA. Ab S toV ►�. I sl v N Y3 o T -S Int. �� u t P. f 1-�--c-J 1:�'- vN v7 IPL A,*, S r APA Wc—,- V )�7 u Ck fN G t+AM 1P►/? -EBF � �v 1 Io S I�'Z�� ,�� `�N CINI-c s /"`WN\L �� �' By: MEM N®rthStar. 20 DECLARATION DRIVE Date: 7/31 /01 ENGINEERING CH ICO, CA 95973 Job No: 7435 530-893-1600 Page of FAX 530-893-2113 SHEAR WALL LINE 5: (TOP FLOOR) (CONTINUED) UPLIFT FORCE (Fuplift) = v * Hwall = 6.16 K ` DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (2'* Lsw / 2 * DL'+ Lsw / 2 * Hwall * Dlwext) Fdwn = `0.35 K NET UPLIFT FORCE = Fu lift - Fdwn = 5.81 K HOLD.OWN REQUIRED DRAG STRUT FORCE „ DSF1 = (V/ L) * L1 = . 2.54 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 0.39-K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) _ -1.56 K DSF4 = v * (Lsw1 +Lsw2) - (V'/ L) * (L1 + Lsw1 + L2 + Lsw2) = 2.35 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L). * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 '+ Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 2.54 K MIN. DRAG STRUT FORCE _ -1.56 K USE: SHEAR WALL NO. 6 MSTC78 STRAP HOLDOWN W/ 80-16d SINKERS ON 4X POST (APPLIED VERTICALLY) MSTC28 STRAP AT ALL TOP PLATE SPLICES 'eutte, Cnou L A N D 0 F NATURAL WEALTH A N D B E A U T Y PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - CROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 September 21, 2001 AT&T Wireless Services 2729 Prospect Park Drive Rancho Cordova, CA *95670 CERTIFIED MAIL Re: Minor Use Permit, A0;018 Gentlemen Enclosed is your validated Minor Use Permit No. MUP 01-09 to allow Minor Use Permit for a 125 ft tall monopole tower, twelve 4 square foot panel antennas that will extend two feet above the tower, and a 336 sq/ft equipment shelter.. 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, ynn Richardson Planning/Administrative Support Service Assistant Enc. cc: Land Development Divi (g) Building Division (y) Environmental Health (p) Department of Forestry (gr) �►IA6R,-.� P RECEIVED SEP 2 2001 BUTTE COUNTY BUILDING DIVISION MINOR USE PERMIT BUTTE COUNTY_ PLANNING COMMISSION September 21, 2001 DATE: (Certified Mail Rec.) -MUP 01-09 PERMIT NO. 039-260-018 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: AT&T Wireless ServicesNerizon is hereby granted a Minor Use Permit in accordance with application filed: Minor Use Permit to install a 120 -foot tall self- supporting monopole, two sets of panel antennas, and ground -mounted equipment shelters. The monopole with the attached antennas and lighting rod will have an overall height of 125 feet above ground level. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-45.65. 2. Unless otherwise provided for in a special condition to this use permit, all conditions must be completed prior to or concurrently with the establishment of the granted use. The use granted by this permit must be established within 12 months of the date of approval. 3. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 4. If any use for which a Minor Use Permit has been granted is not established within one year of the date of approval, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. A Minor Use Permit subject to lapse may be renewed for an additional period of up .to one year, provided that sixty (60) calendar days prior to the expiration date, an application for renewal of the Minor Use Permit is filed with the Planning Division on the prescribed form and accompanied by the necessary data and fees. 1 V MINOR USE PERMIT BUTTE COUNTY PLANNING COMMISSION UP 2 1 2MI DATE: (Certified Mail Rec.) MUP 01-09 PERMIT NO. 039-260-018 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: AT&T Wireless Services is hereby granted a Minor Use Permit in accordance with application filed: Minor Use Permit to install a 120 -foot tall self-supporting monopole, two sets of panel antennas, and ground -mounted equipment shelters. The monopole with the attached antennas and lighting rood will have an overall height of 125 feet above ground level. 1. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-45.65. 2. Unless otherwise provided for in a special condition to this use permit, all conditions must be completed prior to or concurrently with the establishment of the granted use. The use granted by this permit must be established within 12 months of the date of approval. 3. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 4. If any use for which a Minor Use Permit has been granted is not established within one year of the date of approval, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. A Minor Use Permit subject to lapse may be renewed for an additional period of up to one year, provided that sixty (60) calendar days prior to the expiration date, an application for renewal of the Minor Use Permit is filed with the Planning Division on the prescribed form and accompanied by the necessary data and fees. 1 ;0 5. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. 6. Neither the applicant, nor any agent nor representative of the applicant shall intentionally omit or misrepresent any material fact in connection with the application. Any alleged material misrepresentation shall constitute grounds for the Director of Development Services to commence a revocation hearing, and, if proven to exist, shall constitute sufficient grounds to revoke a permit. Conditions of Approval: Planning Division: ),. The monopole shall be painted with alternating bands of aviation orange and white that meet FAA standards. An aviation red obstruction light that meets FAA standards shall be installed., (Mitigation Measure) 2. Prior to issuance of a building permit, the applicant shall notify in writing all agricultural aerial operators in Butte County of the location and height of the monopole. The applicant shall submit proof to the Planning Division that all agricultural aerial operators in Butte County have been notified. (Mitigation Measure) 3. The Facility must meet or fall within current standards and regulations of the FAA, the FCC, the County, and any other agency of the Federal or State government with the authority to regulate such Facilities. 4. The installation of the Facility shall comply with all applicable building and electrical codes. 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. 5. No advertising or display shall be permitted on the Facility. 6. The placement of any antenna or structure shall not adversely affect any on-site sewage disposal system or its repair area without written approval from the Division of Environmental Health. 7. The installation of the Facility shall not violate any existing deed restrictions. 8. The Facility shall have a twelve (12) foot wide all-weather access to a publicly maintained road capable of supporting a forty thousand (40,000) pound fire apparatus with fifteen (15) feet of vertical clearance. 9. There shall be no outdoor vehicle or equipment storage except for emergency purposes. 2 10. 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. 11. 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. 12. 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. 13. All Facilities that are not in continual use for a period of six (6) months shall be considered abandoned. Abandoned Facilities are hereby designated as unlawful and as public nuisances, requiring no amortization period. 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 9�1 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. 14. 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. 15. 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. 16. The owner/operator of the Facility shall annually submit a written verification, attested to under penalty of perjury, signed by both the owner/operator and an FCC licensee in the employ of or retained by the owner/operator, that the radio frequency radiation/electromagnetic frequency (RF/EMF) emitted by the facility conforms to safety standards set forth in FCC OET 65. The reports prepared for the Facility shall conform to reporting requirements set by the FCC and the County. The reports shall be submitted to the Planning Division no later than January 31 of each year. 17. The Facility shall be secured at all times to prevent access by the public. 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 June 21, 2001, 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 21. Prior to the issuance of building permits obtairi encroachment permit for any new driveway access to a public road. Building Division 22. Building permits are required for the monopole and equipment shelters. Plans and calculations shall be prepared by a licensed or registered design engineer authorized to practice in the State of California. 4 Environmental Health Department 23. Prior to issuance of building permits, submit a Hazardous Materials Release Response Plan to Butte County Environmental Health as required by Chapter 6.95 of the California Health and Safety Code. Butte County Air Quality Management District 24. Applicant shall implement measures to prevent fugitive dust emissions during all construction activities. NOTE: Issuance of this Minor Use Permit does not, waive requirement of obtaining Building and Health Department permits beforMsti costruction, nor does it waive any other requirements. �j 'a Butte County Planning Commission Chairman CC: Land Development Division Building Division Environmental Health Department Butte County Fire Department/CDF Agricultural Commissioner 5 NOTES _ PERMIT NO. t RESIDENTIAL 0039-260-618 01-2302 A T & T WIRELESS 9160 AGAUS FRIAS RD, CHICO UNKNOWN CO LOCATION 12 ANTENNAS j ©(-2149 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) O� i Signature o CHECKED BY ' ✓ = OK 0 = Not OK - = Not Applicable * = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch Electricity; MH Test -Crossovers -Breakers -Clearances 3. Sewer; Location -Test -Fall -C/O -Concrete 6. 4. Water; Location -Test -Easement Needed (Sketch) Water and Sewer Connected -C/O to Grade -HD Approval 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 9. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Exits; Insp.-Sketch 7. Well Clearance & Discorinect 12. 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing , 11. Date Card B-1 Date Card B-1 Date . Card B-1 Date Card B-1 Date MOBILE HOME 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. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date . Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils- Size- Depth -Spacing-Conhectors- Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing , 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 4 r 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI i 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- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 0 ./ = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties-Purlin-Roft Brac.-Truss-Shting.-Rfng. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Fig. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mach Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes Q No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date 84. FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roft Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer Date 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Date 58. Glazing Area -Glass Protection -Skylights -Plastic Date 59. Shear Walls; Nailing -Bolts Comments at Final: 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive :1 Yes ] No/Walks ,:) Yes :1 No/Planters Yes 7 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted 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: COUNTY OF•BUTTE - DEPARTMENT OF,—DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 01-230 ASSESSOR P UW M-018 ZONING 6 BUILDING PERMIT OWNER . A T & T WIRELESS TELEPHONE SQ. FT. OCC. BUILDING VALUATION CONT, 17-000 . OWNERS MAILING ADDRESS 10030 GOETHE RD, SACRAMENTO 95827 CONTRACTOR'S NAME I TELEPHONE CONTRACTORS MAIU�NCi ADDRESS ^ NS LIC LENDER -' LENDERS MAILING ADO SS -replace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $214 50 BUILDING ADDRESS 9160 AGAUS FRIAS RD CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other COMMERCIAL sPECIPr 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 X3 Describe Work: CO LOCATION (12) ANTENNAS (1) SHELTER Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G w 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Feel 20.00 800V OR LIE S Main Service p A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith Section 7000 of Division 3 of the Business and Professions Code, and my licensis in full force and) t. License Class �, g �'/0,�8,/QRZ t4c. No y/3�g OWNER -BUILDER DECLARATION I 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. Ef 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 Main Service 200A TO I000A 46.00 - NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( 6 ACC. BLDS. 3.5¢FT_ NEw cONs MULTI -OUTLET NON RESID. @7.50 POWER APPARATUS 8 SINGLE 011flEr CIR. Ex. Occup. ovnEroRPaTUREs AL@';50 LNIS Ex. Occup.DPUTIETS A °� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE i 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 performance of the work for which this permit is issued. I 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 workers' ompensation insurance carrier and policy number are: Carrier �/� C T/t ;N mA,4Aeee Policy Number/ �'!'i 9 02n _ ,T-03 (The above sections need`h6t be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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'HA 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 pr� �� i �/ Date RgnOure_of Applicant - ❑ er ❑ Contractor W Agent An OSHA permit is required fo cavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Coolin Hood 6.50 Ventilation PERMIT FEI= $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST.2TYPEI TOTAL FEE $ 630. 50 �' L DIMP ooD CDF ARCEL '� PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indic ve for which fees have been paid. By Date 12 O PERMIT EXPIRES ON� 2-I ¢ � OZ Date ReceiptNo. 3 7 5 30 — WHITE-D.D.S.-B.D. CANARY.ASSESSO zz PINK -INSPECTOR GOLDEN ROD -APPLICANT COUNTY OF BUTTE - DEPATMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET l / OWNER: ASSESSOR PAR ER: Proposed Building Ude: , Building InspectorfDate: At time of permit appLcation, was advised the following data mutt b#m—itted prior to permit processing and/or iss ance: 11-11 Date Received By ❑ 1. All items have been submitted .-----------=------------------------------------------------------------------------- P of plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- eered plans, 3/4 sets, with wet signature on plans All engineering must be shown on plans. -------- 05Engmeered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑6. Energy Design Compliance and supporting documentation. t. q7. �tatement of Intent for Non -Heated and A/C Buildings. --------------------------------------- Hazardous Material Form. ------ ----------------------------------------------------------------- ❑ 9 Manufactured Home data and installation instructions including Tie Down Specifications. 0 Fees of $ ��--------------- =------------------------------------------------ 11. Impact fees as shown on the attached schedule. ----------------------------------------------. ❑ 12. California Department of Forestry plan'ipproval/fees. &13.Flood elevation certificate. ------- Sanitation and plot plan approval ,.; ❑ 15. City of Chico plumbing permit. -- Health Department. ---------------------------------- 40 a/ & I/Z- 64 6 Plot ---------------- -- Plot plan and business license approval from the City of Biggs. ------------------=----1----- i:_-=— =--------- _ 1,�Gf0(09_ . Planning approval for (A) Use: � (B)1Parking: - ------------------- Q ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ❑ 20. Pre -inspection for `\ required. Request to Building Inspector on i Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 22 Workers' Compensation carver and policy number. --------==------------------------------------------------- El 23. ------------------------------------------------❑23. Owner -Builder Verification (Given to owner ❑, Mailed to�owner 0) - -------------------------------------- etter of signature authorization. ion.-�N�----a(Gol &-a—___Q�---- ��� f Z ___!4 d (a _ �l g�4 �t 25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ---------------------------------- ❑27. Manufactured Home utility clearance. -------------------------- ❑ 28. Existing violations and/or expired permits. --------------------- ❑29. E1433 A, ❑Grant Deed, 11M.H. Title, E] Check to H.C.D $ E330. Other: (Date) F ouil to owner, a�to Q.0' ctor. .ephon tand hold for pickup at l/ U G W office. ❑ Deliver with inspector. r12uc.T; REvlt�ry l�(S�ol P�, nn - Applicant: Date:-0,�— Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date. By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: D te: By. 1. Index permit application for the above items numbered:' to, ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required.datirby ❑-phone, ❑ mail, o Building Division counter, by Date: Plans reviewed by: / Date: �_��:j(. Plans approved by: Date: Sets of plans on hold H�q Plan Cabinet, ❑ A.P. folder. Note transfer by: ,� Date; 'Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX SPECIAL INSPECTION NOTE Special Inspections — Uniform Building Code.section 1701: In addition to the inspections required by Section 108, the owner or the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types ofwork listed under Section 1701.5. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring special inspection. 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. ?. The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies 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 Butte County 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 Butte County Building Division inspections cannot be delegated. to him, so inspections must also be made by the Butte County Building Division 5. Any change in special inspection firms made after permit issuance shall be approved by the Butte County Building Division prior to the new firm performing any inspections. 6. Special inspections are in addition to the regular inspections performed by the Butte County Building Division. Butte 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 concrete3bbo ps 1 ❑ Structural Masonry ❑ High Strength Bolting ❑ Welding ❑ Bolts installed in Concrete ❑ Other: Name of Special Inspection company: 1oft BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER A P N Firm Name A7 --t- f W/te less Address 140030 Nature of Business �� Contact Person / / Uwi 7_ Phone # 1. Does your business or that of your tennants handle, store, or transport hazardous materials? CR NO El YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and.safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? X NO El YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? N NO 0 YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? P NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative a&10� L<L/ ?__0 y (S' �arure) (Date) BCEHD BCAPCD ❑ ❑ The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulations Do Not Apply To This Facility. BCEHD Signature BCAPCD Signature Date Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCO 0 GOLDENROD -Fire Dept. 10/1,8/01 THU 15:18 FAX 2001 [a 00? AT&T AT&T Wireless Services, Inc. 2729 Prospect Park Drive Rancho Cordova, Ca 95670 To Whom It May Concern: AT&T Wireless, Inc hereby authorizes T l • ��l c: ti�i to sign an and all documents relating to the applications) for the construction of a radio communications antenna facility on its behalf, located on AP ' city of n- tP _at 4 � h /cam 1_, County of RUZm Very truly yours,. Title: - A photocopy of this letter shall be treated as an original signed copy. 16/8/01 THU 15:17 FAX FAX TRANSMITTAL COVER SHEET' 1 FAX NUMBER: 3 — g3.3 y DATE: To: J. .., FROM: Gy;* od Comments*. TOTAL PAGES:--2--- AT&T WIRELESS SERVICES 2729 PROSPECT. PARK DRIVE RANCHO.CORDOVA, CA 95670 PHONE NUMBER: (916) FAX NUMBER: (916) 636-2724 if you do not receive all pages of this fax, please notify sander. Thank You H:\Collocatiore\Cm fere\Cingulsr\B-ndege\NOTICE TO PROCEED.doc Q001 a October 5, 2001 AT&T Wireless 10030 Goethe Road Sacramento, CA. 95827 DeP artinent An of Develo ent Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX 9160 Aguas Frias Road Assessor Parcel Number: 039-260-018 Building Permit Number: 0 1-23 02 This office reviewed and approved building plans for the permit application referenced above. The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Provide a copy of the signed contract for the installation of this tower and the proposed equipment shelter. Balance of Building Permit fees will be determined when this has been received and reviewed. ASanitation and plot plan approval is required from the Butte County Environmental Health Department. Contact the Butte County Planning Division to obtain approval for Use. Complete and return the enclosed Hazardous Materials Form. / Complete Contractors license and insurance declarations on building permit. Provide a signature of the applicant on the application. JI. Provide a letter of signature authorization for your agent who signed the application. If you wish to discuss any requirements, you may me at (530) 538-7541 between the hours of 1:00 P.M. and 4:00 p.m., Monday through Friday. Sincerely, Glenn Gibbons ICBO Certified Plans Examiner 1 of 1 MASONRY WALLS N E S W 1 st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS (Occupancy, Area, Property) Gypsum Board 1 st Layer 2nd Layer Walls Ceiling NOTES S w COMMERCIAL-------_-, 039-2616-68-- 601-2145 ~ AMERICAN TOWER—`�� 9160 AGUAS FRIAS RD., CHICO CONT; CELL TOWER 7/4 - �'? 1_7 ..OFFICE of-a3ba .s n 't r s .OFFICE COPY Address t GAS Meter By Date I ELECTRIC Meter By ` Dat • G� `v t E t �„ ;~G�IU✓N JOB FINALED (Date) 1 f Signature 4 O O = Not OK - = Not Applicable = Not Reedy Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report COMMERCIAL Main; Soils-Uler Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. O.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except p's 16' Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Hand icap-W/C-Backi ng 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except f1's 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28, Subleed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip, Clearances Panels -Motors -Meeh. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 - Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except N's 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 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 FRAMING (Plans) OK except It'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. Date FRAMING (Continued) _ 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) 54. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except If's 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meeh. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel: Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor -Meth. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic 0 Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door-Draina e & Wood -Earth Clearance Looked under Floor Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date dard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) COPHY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7JCounty Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev.12/ APPLICATION AND PERMIT 01-2145 PERMIT NO. AS ESSORPARCELNUMBER ZONING O BUILDING PERMIT OWNER �N TOWER - .OWNERS MAMA CONTRACTORSE CONTACT: JILL MUNIZ TELEPHONE ITECEIP SA. FT. OCC. BUILDING VALUATION CMT 4, ' R1 399 - ^ ^ _ CO TRUCTI NO R3,4- ,/lJ' L.•{y LENDERS MAILING ADDRESS ireplece Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee 20.00 Q Permit Fee S Q , $ ARCHITECT OR ENGINEERS MAILING ADDRESS - Plan Checking Fee $ BUILDING ADDRESS 9160 AGAUS FRIAS RD CHICO Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other COMMERCIAL 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 EK Describe Work: NEW CEI•T• T(1WER Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W Q20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service p A OR LESS 23.00 23.00 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 in full force and effeFt. License Class f e/b i%sB, �7-1tit. No. *5//3/8 O RENW BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, 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 performance of the work for which this permit is issued. ❑ 1 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 workers' compensation insurance carrier and policy number are: Carrier jeSTIG 27vSya~ej:- Policy Number C 0?6 -a 63 (The above sections need not be completed d the permit is for work of a valuation of one hundred 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 workers' compensation laws of California, and agree that ff I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comp it . provision /O -3l - e/ X 7 Date Z-0 -/q_,0 / gnat a of Applicant - ❑ O n r ❑ Contractor 'WAgentAn OSHA permit is required for excavations ver5'0"deepan demolition or constructionof structures over 3 stories in height. Main Service tow To 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( !< Acc. BLns. SO 3.5¢FT: .NEW .ESID MULTI.OUTLU @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. 00 Ex. Occup. OUTLET OR FDCTURES SAL 20 @':50 Ex. Occup.ouTl�1°rs PREswsID•OFEw 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 PERMIT FEE $ 66.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIE S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 7� HAZ D. FEES IMP FLooD �� CDF PARCEL Po H U This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indi"forv been paid. yDa P _MIT EXPIRES ON ate Receipt No. 331977$356. 2 WHITE-D.D.S.-B.D. CANARY -ASSESS R PINK -INSPECT R LDE D -APPLICANT 6,u IV T -Y OF'BUTTE - DEPARTMENT OF -DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 o�crfrf :`(�' PERMIT "PLICA TION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: � I - �� 4526-6 % Proposed uilding Use: (� �o� ( n(o le -r' Building Inspector: Date: � At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By All items have been submitted -------------------------------------------------------------------------------------- El 2. Plot plans, 3/4 sets, signed by the preparer of plans. ❑ 3. Complete plans, -3, A sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details,and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑6. Energy Design Compliance and supporting documentation. ----------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------- ❑ 9 Manufactured Home data and installation instructions includin Tie Down Fees -$ x - �_, UI�I----�S 11 - - :;-- ❑ 11. Impact fees as shown on the attached schedule.------------�-� --- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- Pflood elevation certificate.,------ - - rttt� .'---------------------------------------------------------------------- Sanitation and plot plan approval.Health Departmen�� - _--------------------------------- Ell 5 ------------------------------ ❑15. City of Chico plumbing permit. ------------- ------------ --------------------------------------------------------- r�l 1 Plot plan and business license approv from the City of Biggs ------------------------------------------------ g Plannina royal for A Use: p �, PP ( ) (B) Parking: _ �tl__ 8 ontact Land Development about ❑ Improvements, ❑ Drainage, Legal Parcel.��'�---- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑ 2 . Pre -inspection for required. Request to Building Inspector on Contractor's license information. (Number, Name Style, Classification). ------------------------------------ ' Compensation carrier and policy number. /❑ 3" Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- (� 24 Letter of signature authorization.lKkr-jai_✓---------------------------------------- o ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 1:126. ------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- 027. Manufactured Home utility clearance. -----``-/-------------------------------------------------------------------- 1128. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. ❑433 A, []Grant Deed, ❑ .H. Title, ❑ Ch eck to H.C.D $ ' . _______________ ❑30. Other: Nrl-�Ad,+ Ison VI 1 rodh)-2••------- When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to,co tractor. q ❑Telephone /�' 9� ;�14?g and hold for pickup at (01- . �� office. ❑ Deliver with inspector. F49 • 916 -36y -0335f 4STYZ.ur-r. I-aQvif-tv./ 10(3101 P Applicant: Date: �'a9�� Copy of Haz-Mat form sent Health Department*Fire Department,3a'Air ollution D By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Othm Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above requireddata by "Ophone, A❑ ❑ Bu lding Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: _ Contractor, designer, owner, w j&d of the above reTfired data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by `_. _ _ ._. Date: Plans approved by: Date: Sets of plans on hold ' Plan* Cabinet; ❑ A.P. folder. Note transfer by: Dom: _. —._ _Nell.....!•,...., il.._,....�__.c_rr ----�----._�.. .. .. �. October 5, 2001 American Tower Department of Develop ent Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX 9828 Business Park Drive, Suite A Sacramento, CA. 95827 9160 Agaus Frias Road Assessor Parcel Number: 039-260-018 Building Permit Number: 01-2145 This office reviewed and approved building plans for the permit application referenced above. The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 10 Provide a copy of the signed contract for the installation of this tower. Balance of Building Permit fees will be determined when this has been received and reviewed. 2. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. f Contact the Butte County Planning Division to obtain approval for Use. /y,t,ill Complete Contractors license and insurance declarations on building permit. Provide a signature of the applicant on the application. Provide a letter of signature authorization for your agent who signed the application. If you wish to discuss any requirements, you may me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, /A"'- zj"�'� Glenn Gibbons ICBO Certified Plans Examiner Iofl Environmental I-leaith AUG 3 0 2001 Chico, Califomia BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) . BUILDING PERMIT NUMBER D 21qS� APN 032 — 260-1?_ Firm Name !1Met;C" --r,006C �'$2$ 'Business �k Addreddresss Nature of Business � D�trvttl.,vrira��x /Ol+c/PY w- g�crt�-.1�L 5'Q91!L_ /94Sr Contact Person t �� Vj�luN/z Phone # 916--765--2 1. Does your business or that of your tennants handle, store, or transport hazardous materials? g NO 0 YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle'store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? X NO 0 YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. .Is the business/facility/operation school site? NO ❑ YES IF YES, name of school. to be located within 1000 feet or the outer boundry of a school or 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? 9 NO El 'YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative ge L_,;217-01 fiSignature) toatal BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, El25533, and 25534 of the Health and Safety Code and the requirements for a permit from the. Butte County Air Pollution Control District. Er T l ou�`o`v1 �. e Above e R egGldtio Do Not Apply To This Facility. BCEHD Signature _ Date/ BCAPCD Signature Date WHITE- Building Dept ❑ YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. October 31, 2001 Butte County Building Department 7 County Center Drive Orroville, CA 95965 Regarding: Authorization to Obtain Permit To Whom It May Concern: VeLor Please be advised that Mike Curtis is authorized to obtain permits for Royal Electric Company and Velcor. If you have any questions, please callus at (916) 399-6271. Res ectfully, Robert C. Bell _ Vice President — Mike � Curtis 3131 52nd Avenue P.O. Box 231430 Sacramento, CA 95823-1430 License #741318 office 916.399.6200 ' fax 916.393.6753 mobile 916.997.7688 email mikec@velcor1.com Corporate Office • P.O. Box 231430 •3131 52nd Avenue 9 Sacramento, CA 95823-1430 9 Tel 916.399.6200 9 Fax 916.393.6753 October 15. 2001 Jill Muniz ' American Tower Corporation 9828 Business Park Dr., Ste. A Sacramento, CA 95827 Regarding: Dayton Site: 41734 Our Proposal No: V-0.1-182 Dear Jill: Voec o r We hereby propose to furnish all labor, equipment, tools, supervision, insurance and other services required to provide the complete work in accordance with your verbal scope of work and exclusions as follows: SCOPE OF WORK 1. See attached schedule of values. COMPLETION Our proposal is based on compliance with a reasonable project schedule. Velcor will require that reasonable time be allowed for Boring and excavation. 1. Price is based on time and duration of services listed above. Any additional services and/or materials will require additional time and/or cost. 2. Our proposal assumes that we will be provided access to the work location. Any delays due to permits or right-of-ways (by others) or any other condition beyond the control of Velcor may result in additional time and/or cost. • Proposal Amount $ 72,018.00 I would again like to thank you for the opportunity to submit this proposal for the above-mentioned project. If you have any questions, please contact me at (916) 997-7679., Upon your approval of the terms within, please sign and return this proposal. Respectfully submitted, Mark Blakeslee Project Manager/Estimator CUSTOMER Signature: t� Print: all -G, 0DR,8 SKY Date: 10- 15- o \ T - Corporate Office 9 P.O. Box 231430 • 3131 52nd Avenue • Sacramento, CA 95823-1430 • Tel 916.399.6200 9 Fax 916.393.6753 _ L , October 15. 2001 Jill Muniz ' American Tower Corporation 9828 Business Park Dr., Ste. A Sacramento, CA 95827 Regarding: Dayton Site: 41734 Our Proposal No: V-0.1-182 Dear Jill: Voec o r We hereby propose to furnish all labor, equipment, tools, supervision, insurance and other services required to provide the complete work in accordance with your verbal scope of work and exclusions as follows: SCOPE OF WORK 1. See attached schedule of values. COMPLETION Our proposal is based on compliance with a reasonable project schedule. Velcor will require that reasonable time be allowed for Boring and excavation. 1. Price is based on time and duration of services listed above. Any additional services and/or materials will require additional time and/or cost. 2. Our proposal assumes that we will be provided access to the work location. Any delays due to permits or right-of-ways (by others) or any other condition beyond the control of Velcor may result in additional time and/or cost. • Proposal Amount $ 72,018.00 I would again like to thank you for the opportunity to submit this proposal for the above-mentioned project. If you have any questions, please contact me at (916) 997-7679., Upon your approval of the terms within, please sign and return this proposal. Respectfully submitted, Mark Blakeslee Project Manager/Estimator CUSTOMER Signature: t� Print: all -G, 0DR,8 SKY Date: 10- 15- o \ T - Corporate Office 9 P.O. Box 231430 • 3131 52nd Avenue • Sacramento, CA 95823-1430 • Tel 916.399.6200 9 Fax 916.393.6753 /4vwi z -76s-o/,g9 —TO,4.4 - &i-�w Y a AMERICAN TOWER C O R P O R A T I O N Region SCHEDULE OF VALUES Site: Dayton General Contractor: Velcor $ 5,275.00 6. TOWER ERECTION SECTION GC SPEC 1.0/5.0 Labor to Prepare, Assemble, Erect and Inspect Tower and Apurtances, including Mounts, Waveguide, and Bridge. $ 2,876.00 7. ACCESS ROAD SECTION GC SPEC 1.0/2.0/3.0 Labor & Materials, Installation of Gravel or Asphalt Access and Curb Cut. 8. SHELTER, CABINET, EQUIPMENT PLACEMENT N/A SECTION GC SPEC 1.0/6.0 Labor & Material to Prepare, Install, Inspect and Finish. $ 17,150.00 1. SITE PREPARATION/FINISHING l I SECTION GC SPEC. 1.0/2.0/3.0 Clearing, Grubbing, Rough/Final Grading, Erosion Control, Tree Protection, Utility Location & Protection, Stone on Access, Compound and Easements. 2. TOWER FOUNDATION $ 18,650.00 SECTION GC SPEC 1.0/4.0 Labor & Material Preparation, Installation, Inspection and Testing. 3. SHELTER/CABINET/GENERATOR FOUNDATION $ 9,467.00 SECTION GC SPEC 1.0/4.0/6.0 Labor & Materials for Preparation, Inspection and Installation. $ 3,875.00 4. GROUNDING SECTION GC SPEC 1.0/9.0/12.0 Labor & Material for Preparation, Inspection, Installation and Testing. $ 9,100.00 5. UTILITIES SECTION GC SPEC 1.0/2.0/3.0/8.0 Labor & Materials to Prepare, Inspect, Install; All Required Utilities to Connect Point. $ 5,275.00 6. TOWER ERECTION SECTION GC SPEC 1.0/5.0 Labor to Prepare, Assemble, Erect and Inspect Tower and Apurtances, including Mounts, Waveguide, and Bridge. $ 2,876.00 7. ACCESS ROAD SECTION GC SPEC 1.0/2.0/3.0 Labor & Materials, Installation of Gravel or Asphalt Access and Curb Cut. 8. SHELTER, CABINET, EQUIPMENT PLACEMENT N/A SECTION GC SPEC 1.0/6.0 Labor & Material to Prepare, Install, Inspect and Finish. 9. FENCING SECTION GC SPEC 1.0/7.0 Labor & Materials to Prepare, Inspect and Finish. SCHEDULE OF VALUES CONTINUED ...... 10. LANDSCAPE SECTION GC SPEC 1.0/2.0/10.0 Labor & Material to Prepare, Install, Inspect and Maintain $ 5,625.00 N/A 11. OTHER # OF ATTACHMENT: Explanation and Relevant Specification Section Attached on Separate Sheet(s) $ 72,018.00 TOTAL BID DRAWINGS RECEIVED AND USED IN PREPARATION OF BID ` I have received, read and understand American Tower G.C. Specifications and all Documents required to submit this Bid. Wireless Manager Title Date 10-15-01 Site Name: Dayton CA Site Number: 41734 Am=RICAN TOW=R NYSE AMT To Whom It May Concern: American Tower hereby authorizes 17r,// /(i UAIIM- to sign any and all documents relating to the application(s) for the construction of a radio communications antenna facility on its behalf, located on APN 039-.260 -/9- at 9/60 uas �; iPd. , City of Gk?' -O , County of Very truly yours, a By: Doug M Title: N P4 A photocopy of this letter shall be treated as an original signed copy. 9828 Business Park Drive, Suite A • Sacramento, California 95827 Phone: (916) 364-8190 Fax: (916) 364-8334 1 Y a TO: j, Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance .H. us E LV Plot Ptan Attached Floor Plan Attached Se t to B.D / Cz- Owner Location .. Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Sa rZi - ft Hold final for: Final clearance O.K. for: NOTE: Environmental Health §pecialist Dat4 8/96 GEOTECHNICAL INVESTIGATION ; ' REPORT 1 PROPOSED TELECOMMUNICATIONS FACILITY DAYTON 9160 AGUAS FRIAS ROAD BUTTE COUNTY, CALIFORNIA ■ BROWN & MILLS, INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS i CONSTRUCTION MATERIALS TESTING July 27, 2001 BMI Project No. 01S-780 Ms. Jill Muniz American Tower 9828 Business Park Drive, Suite A Sacramento, California 95827 Subject: Geotechnical Investigation Proposed Telecommunications Facility Dayton 9160 Aguas Frias Road Butte County, California Dear Ms. Muniz: ' Brown & Mills is pleased to present the attached geotechnical investigation report for a proposed 'telecommunications facility to be located at 9160 Aguas Frias Road in Butte County, California. Based on the results of our investigation, it is our professional opinion the proposed steel monopole may be supported using a drilled, cast -in-place concrete pier; foundation support for proposed prefabricated equipment shelters and/or cabinets may be provided using spread and/or mat foundations. 1 Though we anticipate the planned facility may be designed and constructed generally using conventional foundations, it should be noted potentially expansive, near -surface clay soils and ' groundwater were encountered during our field exploration program. The presence of potentially expansive clay soils may require special design and construction provisions for planned shelter foundations and slabs. The presence of groundwater (initially encountered at a depth of approximately 38 feet below existing site grade) may hinder the drilling operation for the proposed tower foundation pier, possibly requiring casing, drilling fluids, and/or other methods to advance the excavation and maintain hole stability. Y In addition to the concerns outlined above, it should be noted the immediate site area was not accessible to conventional exploratory equipment (i.e., a drill rig or backhoe). Therefore, subsurface explorations were performed approximately 85 feet west of the site. Though we anticipate similar subsurface conditions are present within the immediate site area to those encountered in our exploratory boring, it is possible conditions could be encountered during construction which differ from those described in this report and upon which thexecommendations contained herein are based. J9940 Business Park Drive, Suite 140, Sacramento, California 95827 Phone (916)362-5541 FAX (916)362-3454 July 27, 2001 BMI Project No. OIS-780 In the event subsurface conditions are encountered during construction which differ significantly from those described in this report, we should be notified immediately in order to review and, if deemed necessary, conduct additional studies and/or provide supplemental recommendations. Specific comments regarding the conditions outlined above, as well as recommendations regarding the geotechnical aspects of project design and construction, are presented in the following report. We appreciate the opportunity of providing our services for this project. If you have questions regarding this report or if we may be of further assistance, please contact the undersigned. S;"n AYP I — Bi R. Pr cc: Client (4 bound copies) ii TABLE OF CONTENTS INTRODUCTION ........................................... ..................... 1 GENERAL.............................................................1 PROPOSED CONSTRUCTION ............................................. 1 SCOPE OF SERVICES ..................................................... 2 FIELD INVESTIGATION.......................................................2 SITE CONDITIONS...........................................................3 SURFACE.............................................................3 SUBSURFACE ......................................... .................3 CONCLUSIONS AND RECOMMENDATIONS .................................... 4 GENERAL.............................................................4 EXPANSIVE SOIL......................................................4 SURFACE DRAINAGE .................................................. 5 SITE PREPARATION....................................:.....I.......... 5 TEMPORARY EXCAVATIONS ........................................... 6 TRENCH BACKFILL .................................................... 7 ENGINEERED FILL.....................................................8 TOWER FOUNDATION - DRILLED PIER .................................. 9 EQUIPMENT SHELTER FOUNDATIONS .................................. 11 CONCRETE SLABS SUPPORTED -ON -GRADE ............................. 13 EQUIPMENT CABINET FOUNDATIONS ................................... 16 SITE ACCESS ROADWAY .............................................. 17 ADDITIONAL SERVICES.....................................................19 LIMITATIONS..............................................................19 PLATES 1 THROUGH 4 r" %fww =; � GEOTECHNICAL INVESTIGATION REPORT PROPOSED TELECOMMUNICATIONS FACILITY DAYTON "9160 AGUAS FRIAS ROAD BUTTE COUNTY, CALIFORNIA INTRODUCTION GENERAL ' This report presents the results of our geotechnical investigation for a proposed telecommunications facility to be located at 9160 Aguas Frias Road in Butte County, California. The purpose of our 1 investigation was to explore and evaluate the subsurface conditions at the site in order to develop recommendations related to the geotechnical aspects of project design and construction. The site location relative to existing roads and topographic features is shown on Plate 1. PROPOSED CONSTRUCTION ' We.understand the proposed project will involve construction of a telecommunications facility on a rectangularly -shaped site. The planned facility will include the installation of a steel monopole telecommunications tower, approximately 125 feet in height, and prefabricated equipment shelters and/or cabinets supported on -grade. Appurtenant construction may include underground utilities and possibly a partially -improved site access roadway. Plans indicating final site grades were not available at the time this report was prepared; however, due to the limited extent of the planned project, we anticipate little -to -no earthwork grading will be performed for this project. Excavations for underground utilities are not anticipated to exceed about 5 feet below existing or final site grades. A plot plan indicating the proposed project area is presented on Plate 2. 1 July'27,.2001 BMI Project No. 01S-780 SCOPE OF SERVICES The scope of our services was outlined in our proposal dated July 16, 2001, and included the ' following: ► Exploration of the subsurface conditions at the site using one boring excavated with a truck -mounted drill rig. ► Preparation of this report which includes: I• A description of the proposed project; ' • A summary of our field exploration program; • A description of site surface and subsurface conditions encountered during our field ! investigation; and • Recommendations related to the geotechnical aspects of site preparation and engineered fill, temporary excavations and trench backfill, foundation design and construction, concrete slabs supported -on -grade, and a partially -improved site access roadway. FIELD INVESTIGATION Subsurface conditions at the site were explored on July 24, 2001, by drilling one boring (designated B-1) to a depth of about 41-1/2 feet below existing site grade. The boring was advanced using a Mobile B-59, truck -mounted drill rig equipped with a 6 -inch -diameter, hollow -stem auger. The approximate location of the exploratory boring performed for this investigation is indicated on Plate 2. Our technician maintained a log of the boring, visually classified the soils encountered according to the Unified Soil Classification System (see Plate 3), and obtained relatively undisturbed samples of the subsurface materials. Soil samples were obtained from the boring with a Standard Penetration Sampler driven 18 inches (unless otherwise noted) into undisturbed earth materials using a 140 - pound hammer falling 30 inches. After the boring was completed, it was backfilled with the drill cuttings. A log of the exploratory boring performed for this investigation is presented on Plates 4A and 4B. 2 !" %rWW July 27, 2001 BMI Project No. 01S-780 SITE CONDITIONS 1 SURFACE ' The project site consists of a rectangularly -shaped area located at 9160 Aguas Frias Road in Butte County, California. The site is bounded in all directions by an existing orchard. At the time of our i field investigation, the site area was occupied by trees associated with an existing almond orchard. Existing topography within the immediate site area was relatively level. ' SUBSURFACE Near -surface earth materials encountered in the boring performed for this investigation consisted predominantly of hard sandy clay to a depth of about 4 feet below existing site grade. Below these near -surface soils, hard clayey silt and very dense sandy silt were encountered to the maximum depth explored (approximately 41-1/2 feet below existing site grade). Free groundwater was encountered during our field investigation at a depth of about 38 feet below existing site grade. However, groundwater conditions can vary depending on the season, precipitation, runoff conditions, irrigation and/or groundwater pumping practices (both on and off site), the level of nearby bodies of water, and possibly other factors. Therefore, groundwater ' conditions presented in this report may not be representative of those which may be encountered during or subsequent to construction. rA more detailed description of the subsurface conditions encountered during our field investigation is provided on the attached log. 1 3 !1M■ July 27, 2001 BMI Project No. 01S-780 I ' CONCLUSIONS AND RECOMMENDATIONS GENERAL Based on the results of our investigation, it is our professional opinion the proposed steel monopole may be supported using a drilled, cast -in-place concrete pier; foundation support for proposed 1 prefabricated equipment shelters and/or cabinets may be provided using spread and/or mat foundations. ' Though we anticipate the planned facility may be designed and constructed generally using conventional foundations, it should be noted potentially expansive, near -surface clay soils and groundwater were encountered during our field exploration program. The presence of potentially expansive clay soils may require special design.and construction provisions for planned shelter foundations and slabs. The presence of groundwater (initially encountered at a depth of approximately 38 feet below existing site grade) may hinder the drilling operation for the proposed I tower foundation pier, possibly requiring casing, drilling fluids, and/or other methods to advance the excavation and maintain hole stability. In addition to the concerns outlined above, it should be noted the immediate site area was not accessible to conventional exploratory equipment (i.e., a drill rig or backhoe). Therefore, subsurface explorations were performed approximately 85 feet west of the site. Though we anticipate similar subsurface conditions are present within the immediate site area to those encountered in our exploratory boring, it is possible conditions could be encountered during construction which differ from those described in this report and upon which the recommendations contained herein are based. In the event subsurface conditions are encountered during construction which differ significantly from those described in this report, we should be notified immediately in order to review and, if ' deemed necessary, conduct additional studies and/or provide supplemental recommendations. Specific comments regarding the conditions outlined above, as well as recommendations regarding the geotechnical aspects of project design and construction, are presented in the following sections of this report. EXPANSIVE SOIL Based on the results of our field exploration program, near -surface clay soils located at the site appear to be expansive. Expansive soils are characterized by their ability to undergo significant volume change (shrink or swell) due to variations in moisture content. Changes in soil moisture content can result from rainfall, landscape irrigation, utility leakage, roof drainage, drought, or other factors, and may cause unacceptable settlement or heave of structures, concrete slabs supported -on - grade, or pavements supported over these materials. 4 !'1�V .July 27,.2001 BMI Project No. 01S-780 Though several options are available to reduce potential adverse effects of expansive soils on planned project improvements, we anticipate the most applicable method for this project would involve moisture conditioning slab subgrade soils and strengthening equipment shelter foundations and slabs. Recommendations addressing expansive soils with respect to equipment shelter foundations and slabs are provided below (see sections entitled "SURFACE DRAINAGE", "EQUIPMENT SHELTER FOUNDATIONS", and "CONCRETE SLABS SUPPORTED -ON - GRADE"). SURFACE DRAINAGE The ground surface surrounding proposed equipment shelters should be sloped to facilitate surface drainage away from the planned structures and to eliminate the possibility of water accumulation in or around foundation areas. SITE PREPARATION Stripping Within the area of proposed construction, any existing vegetation, organic soil, or debris should be stripped and disposed of off-site or outside the construction limits. In the event organic soils or tree roots are encountered (or suspected) at or beneath the stripped surface, deep stripping or grubbing will be required to remove these (or other similar) deleterious materials. Scarification and Compaction If engineered fill is required for this project, we recommend the ground surface upon which this fill will be placed be scarified to a depth of 8 inches, uniformly moisture -conditioned to at least 3 (but generally no more than about 5) percent above the optimum moisture content, and compacted to at least 88 (but generally no more than about 92) percent of the maximum dry density as determined by ASTM (American Society for Testing and Materials) Test Method D 15571 . This test procedure should be used wherever relative compaction, maximum dry density, or optimum moisture content is referenced within this report. w�i� July 27, 2001 BMI Project No. 01 S-780 Overexcavation of Loose or Disturbed Material Within areas grubbed or otherwise disturbed below a depth of about 12 inches, in-place scarification ' and compaction may not be adequate to densify all disturbed soil. Therefore, overexcavation of the disturbed soil, scarification and compaction of the exposed subgrade, and replacement with engineered fill may be required in these areas. Existing Utilities If abandoned, below -grade utility lines are encountered within the area of construction they should be removed and disposed of off-site. Existing, below -grade utility pipelines (if any) which extend beyond the limits of the proposed construction and will be abandoned in-place should be plugged with cement grout to prevent migration of soil and/or water. All excavations resulting from removal activities should be cleaned of all loose or disturbed material (including previously -placed backfill) prior to placing any fill or backfill. TEMPORARY EXCAVATIONS General All excavations must comply with applicable local, state, and federal safety regulations including the current OSHA Excavation and Trench Safety Standards. Construction site safety generally is the ' responsibility of the contractor, who should be solely responsible for the means, methods, and sequencing of construction operations. Construction Considerations Construction equipment, building materials, excavated soil, vehicular traffic, and other similar loads should not be allowed near the top of any unshored or unbraced excavation. Where the stability of adjoining buildings, walls, pavements, or other similar improvements is endangered by excavation operations, support systems such as shoring, bracing, or underpinning may be required to provide structural stability and to protect personnel working within the excavation. Since excavation operations are dependent on construction methods and scheduling, the contractor should be solely responsible for the design, installation, maintenance, and performance of all shoring, bracing, underpinning, and other similar systems. Under no circumstances should comments provided herein be inferred to mean that Brown & Mills is assuming any responsibility for temporary excavations, or for the design, installation, maintenance, and performance of any shoring, bracing, underpinning, or other similar systems. 6 NWWVW 1 July 27, .2001 BMI Project No. 01S-780 During wet weather,. earthen berms or other methods should be used to prevent runoff water from entering all excavations. All runoff water within or adjacent to any excavations should be collected and disposed of outside the construction limits. tExcavation Conditions ' Based on our experience in the site area and conditions encountered during our field exploration program, we anticipate trench (and other shallow) excavations should be possible with a conven- tional backhoe (such as.a Case 580 or equivalent). TRENCH BACKFILL - 1 Materials Pipe zone backfill (i.e., material beneath and in the immediate vicinity of the pipe) should consist of on-site or imported soil and/or soil -aggregate mixtures generally less than 1 inch in maximum dimension and free of organic or other deleterious debris; trench zone backfill (i.e., material placed ' between the pipe zone backfill and finished subgrade) may consist of on-site soil, generally less than 3 inches.in maximum and free of organic or other deleterious debris. Important Note: All pipe zone backfill should be placed on undisturbed earth materials. In the event earth materials located directly beneath the planned pipe zone backfill are disturbed during construction, these materials should either be compacted in-place (if the depth of disturbance is less ' than about 12 inches deep), or removed (if the depth of disturbance is greater than about 12 inches) and replaced in accordance with recommendations provided below for trench backfill. If imported material is used for pipe or trench zone backfill, we recommend it consist of fine-grained sand. In.general, use of coarse-grained sand and/or gravel is not recommended due to the potential for soil migration into, and water seepage along, trenches backfilled with this type of material.. Recommendations provided above for pipe zone backfill are minimum requirements only. More stringent material specifications may be required to fulfill local codes and/or bedding requirements for specific types of pipe. We recommend the project Civil Engineer develop these material specifications based on planned pipe types, bedding conditions, and other factors beyond the scope of this study. �"wV 4, 4 ' ' July 27 2001 BMI Project No. 015-780 Placement and Compaction Trench backfill consisting of on-site soils should be uniformly moisture -conditioned to at least 3 (but generally no more than about 5) percent above the optimum moisture content, placed in horizontal ' lifts less than 8 inches in loose thickness, and compacted to at least 88 (but generally no more than about 92) percent relative compaction. Trench backfill consisting of imported soils (or soil - aggregate mixtures) should be uniformly moisture -conditioned to between 0 and 5 percent above the optimum moisture content, placed in horizontal lifts less than 8 inches in loose thickness, and compacted to at least 90 percent relative compaction. Within pavement areas, all trench backfill should be compacted to at least 95 percent relative compaction within 12 inches of finished subgrade2. Mechanical compaction is strongly recommended; ponding or jetting should not be allowed unless specifically reviewed and approved by the project Geotechnical Engineer prior to construction. ENGINEERED FILL Materials Due to the limited extent of the planned project, we anticipate little -to -no earthwork grading will be performed for this project. However, some fill may be required to backfill around foundations or for other purposes. If required, we recommend this material consist of on-site or imported' soil and/or soil -aggregate mixtures generally less than 3 inches in maximum dimension, nearly -free of organic or other deleterious debris, and essentially non -plastic. Typically, well -graded mixtures of gravel, sand, non -plastic silt, and small quantities of clay would be acceptable for use as engineered fill. S Placement and Compaction On-site soils used for engineered fill should be uniformly moisture -conditioned to at least 3 (but generally no more than about 5) percent above the optimum moisture content, placed in horizontal lifts less than 8 inches in loose thickness, and compacted to at least 88 (but generally no more than ' about 92) percent relative compaction. Within pavement areas, these soils should be uniformly ' Z Within this report, finished subgrade refers to the top surface of undisturbed on-site soil compacted during site preparation, compacted trench backfill, and/or engineered fill. ' 3 All imported soil and/or soil -aggregate mixtures used for engineered fill should be sampled, • tested and approved by the project Geotechnical Engineer prior to being transported to the site. ' 8 ` lYIrV July 27, 2001 BMI Project No. O1 S-780 moisture -conditioned to at least 1 (but generally no more than about 3) percent above optimum and compacted to at least 95 percent relative compaction within 12 inches of finished subgrade. Imported soils (or soil -aggregate mixtures) used for engineered fill should be uniformly moisture - conditioned to between 0 and 5 percent above the optimum moisture content, placed in horizontal lifts less than 8 inches in loose thickness, and compacted to at least 90 percent relative compaction. In pavement areas, engineered fill placed within. 12 inches of finished subgrade should be compacted to at least 95 percent relative compaction. TOWER FOUNDATION - DRILLED PIER General We anticipate the planned steel monopole telecommunications tower will be subject to relatively ' high lateral foundation loads. Typically, such loads are resisted using a deep foundation (i.e., a drilled pier). Based on the results of our investigation, it is our professional opinion a drilled, cast - in -place concrete pier may be used for support of the planned tower. In general, this pier should ' consist of a drilled, straight -shafted hole, filled with concrete, and reinforced with steel to resist and transfer lateral and axial loads. Further, we recommend the proposed pier extend to a depth of at least 15 feet below existing (and final) adjacent site grades, have a diameter of at least 2 feet, and ' generally not extend below a depth of about 41-1/2 feet below existing site grade (the approximate maximum depth explored during this investigation). ' Design parameters as well as construction recommendations for a drilled, cast -in-place concrete pier are provided below. Axial Capacities A cast -in-place concrete pier constructed in accordance with recommendations provided herein may be designed to resist downward loads using an allowable end bearing pressure of 3,000 pounds per square foot (pso and a unit skin friction of 150 psf. The uppermost 3 feet of the embedded portion ' of the pier should be neglected when evaluating the skin friction component of the axial capacities. The allowable end bearing pressure provided above is a net value; therefore, the weight of the pier ' may be neglected when evaluating downward capacities. Total downward capacities derived from the parameters provided above may be increased by 1/3 for short-term loading due to wind or seismic forces. 1 9 11YVV w■i; July 27, 2001 ■ .BMI.Project No. 01 S-780 Estimated Settlement Total settlement of the proposed pier is estimated to be less than 3/4 -inch and should occur shortly after the initial loads are applied. Lateral Capacities ■ We recommend lateral resistance and deflection of the proposed pier be evaluated using methods proposed by Broms for rigid piles'. For this method we recommend a coefficient of passive earth ■ pressure of 2.8, a total unit weight of 110 pounds per cubic foot (pcf), and a coefficient of horizontal subgrade reaction of 15 tons per cubic foot be used to evaluate lateral capacities and deflections. ■ Since the aforementioned method requires information regarding the proposed pier (i.e., depth of embedment, pier diameter, pier length, lateral loads, and location of loading) which was not available at the time this report was prepared, we recommend the project Structural Engineer evaluate lateral ■ deflections of the proposed pier (if required). Alternatively, lateral capacity may be evaluated using the "Pole Formula" given in Sections ■ 1806.8.2.1 and 1806.8.2.2 of the Uniform Building Code (UBC, Volume 2, 1997 edition). For this method we recommend a lateral -soil bearing pressure of 100 pounds per square foot per foot of embedment be used for analysis. If applicable, the 100 percent increase allowed by the Code for ■ isolated poles (which are not adversely affected by a '/z -inch horizontal deflection at the ground surface due to short-term lateral loads) may be used for design. ■ To account for possible loss of subgrade support due to surface disturbance.. we recommend soil located within the uppermost two feet of the embedded portion of the pier be neglected when evaluating lateral capacities and/or deflections. Excavation Conditions Based on the conditions encountered during our field exploration program, we anticipate excavations for the proposed pier should be possible using a large, truck -mounted drill rig equipped with a hydraulically -advanced, bucket auger. However, due to the presence of groundwater (initially encountered during our field exploration program at a depth of approximately 38 feet below existing site grade), drilled excavations for the proposed tower foundation pier may be susceptible to caving and/or sloughing resulting from water intrusion. If caving conditions are encountered, casing and/or other methods may be required to advance the excavation and maintain hole stability. ° Broms, Bengt B., "Lateral Resistance of Piles in Cohesionless Soils," Journal of Soil Mechanics and Foundations Division, ASCE, May, 1964. 10 !'YW►E w■i� July 27 2001 ' BMI Project No. 015-780 Casing If casing is used, we recommend it be removed from the excavation as concrete is being placed. The bottom of the casing should be maintained below the top of the concrete at all times during casing withdrawal and concrete placement. Further, continuous vibration or other approved methods should be used during casing withdrawal to reduce the potential for void -space formation within the concrete. Abandoning the casing in-place should not be allowed. Bottom Preparation ■ All debris and any loose or disturbed soil should be removed from the pier excavation just prior to placing reinforcing steel and/or concrete. A representative from Brown & Mills should observe the ' pier excavation to verify that subsurface conditions are consistent with those encountered during our field .investigation. Steel and Concrete Placement Reinforcing steel and/or concrete should be placed immediately upon completion of the pier excavation. If water and/or drilling fluids are present during concrete placement, concrete should be pumped or otherwise discharged to the bottom of the hole via a hose or tremie pipe.. The end of the hose or tremie pipe must remain below the top surface of any water, drilling fluids, and/or the in-place concrete at all times. Additionally, concrete (used for pier construction) should be consolidated using vibratory methods upon removal of any water or drilling fluids (if used to facilitate construction). In order to develop the design skin friction value provided above and to reduce the potential for void ' formation, concrete used for pier construction should have a slump of from 4 to 6 inches if placed in a dry shaft without temporary casing, and from 6 to 8 inches if casing and/or drilling fluids are used. The concrete mix should be designed with appropriate admixtures and/or water/cement ratios t to achieve recommended slumps. Adding water to a conventional mix to achieve recommended slumps should not be allowed. EQUIPMENT SHELTER FOUNDATIONS ' General Foundation support for possible equipment shelters may be provided using either spread footings or ' a mat foundation (mat may consist of a slab with thickened edges). In general, these proposed foundations should be constructed of reinforced concrete and founded on undisturbed native soil 11 lYVU so" 0= July 27, 2001 BMI Project No. OIS-780 and/or engineered fill. Additionally, we recommend all spread footings be a minimum of 12 inches wide and embedded a minimum of 18 inches below the lowest adjacent final subgrade'; mat footings and the thickened portion of any mat slab foundation should be embedded a minimum of 12 inches ' below the lowest adjacent final subgrade. Further, spread footings (if used) should be continuous around the entire perimeter of the planned structures to limit surface water infiltration into subgrade soils supporting interior concrete slabs. Allowable Bearing Pressure An allowable bearing pressure of 1,500 pounds per square foot (psf) may be used for the design of proposed spread and/or mat foundations which possess the above minimum dimensions. The allowable bearing pressure provided is a net value; therefore, the weight of the foundation (which ' extends below finished subgrade) may be neglected when computing dead loads. The allowable bearing pressure provided herein applies to dead plus live loads, includes a calculated factor of safety of at least 3, and may be increased by 1/3 for short-term loading due to wind or seismic forces. For ' mat foundations subject to overturning forces, the maximum edge pressure should not exceed the allowable bearing pressure. Lateral Resistance ' Resistance to lateral loads (including those due to wind or seismic forces) may be provided by frictional resistance between the bottom of proposed concrete foundations and the underlying soil, and by passive earth pressure against the sides of the foundations. A coefficient of friction of 0.25 may be used between cast -in-place concrete foundations and the underlying soil; passive pressure available in undisturbed native soil and/or engineered fill may be taken as equivalent to the pressure exerted by a fluid weighing 275 pounds per cubic foot (pcf). To account for possible future loss of ' subgrade support due to surface disturbance, we recommend earth materials located within the uppermost %i -foot of the embedded portion of all shallow foundations be neglected when evaluating passive pressures. Lateral resistance parameters provided above are ultimate values. Therefore, a suitable factor of safety should be applied to these values for design purposes. The appropriate factor of safety will ' depend on the design condition and should be determined by the project Structural Engineer. Depending on the application, typical factors of safety could range from 1.0 to 1.5. ' S Within this report, final subgrade refers to the top surface of undisturbed on-site soil, on-site soil compacted during site preparation, and/or engineered fill. 12 !'wV_ , Shi ;July.27, 2001 BMI Project No. 01S-780 ,Foundation Reinforcement We recommend exterior perimeter footings (if used) be reinforced with steel to reduce distress due 1 to pressures associated with possible swelling or shrinking of potentially expansive subgrade soils. Based on our experience with similar projects, reinforcement to distribute pressures associated with expansive subgrade soils would typically involve at least two No. 4 bars, top and bottom (i.e., a total of four bars). If a mat foundation is used to support the planned equipment shelter (or shelters), reinforcement would typically involve at least No. 4 bars, a minimum of 24 inches on -center, each way,.and centered within the slab. Concrete used for shelter foundations should have a minimum ' 28 -day compressive strength of 2,500 pounds per square inch (psi). It should be noted reinforcing and concrete guidelines provided above address only expansive soils. ' Reinforcing and/or concrete parameters beyond those indicated above may be necessary to accommodate structural requirements of the project. `Construction Considerations Prior to placing steel or concrete, foundation excavations should be cleaned of all debris, loose or disturbed soil, and any water. CONCRETE SLABS SUPPORTED -ON -GRADE Subgrade Preparation Subgrade soils supporting concrete floor slabs should be scarified to a depth of 8 inches, uniformly moisture -conditioned to at least 3 (but generally no more than about 5) percent above the optimum moisture content, and compacted to at least 88 (but generally no more than about 92) percent relative compaction. Scarification and compaction may be omitted if slabs are to be placed directly on undis- turbed engineered fill and if approved by the project Geotechnical Engineer. Subgrade Moisture We recommend the moisture content of subgrade soils supporting concrete floor slabs be at least 3 percent above optimum moisture content at the time of concrete placement. Recommended soil moisture contents may be established either during site grading (and maintained up to the time of concrete placement) or by ponding or sprinkling with water. Over optimum moisture conditions (of the subgrade soils) should extend at least 12 inches below finished subgrade and should be verified by Brown & Mills just prior to placement of slab concrete. 13 ■..Aim July.27, 2001 BMI Project No. 01S-780 Steel Reinforcement We recommend interior concrete floor slabs supported on expansive subgrade soils be reinforced ' with steel to reduce distress due to pressures associated with swelling or shrinking of the subgrade soils. Based on our experience with similar projects, slab reinforcement to distribute pressures associated with moderately expansive subgrade soils (that have been properly moisture -conditioned) would typically involve at least No. 4 bars, 24 inches on -center, each way, and centered within the slab. Additionally, we recommend interior floor slabs be structurally integrated into the continuous perimeter footing with dowels consisting of at least No. 4 reinforcing bars, spaced 24 inches on - center along the perimeter of the slab. All dowels should extend at least 40 bar diameters into the slab and adjacent foundation. Slab Thicknesses and Strengths All concrete floor slabs supported -on -grade should be at least 4 inches thick and have a minimum 28 -day compressive strength of 2,500 pounds per square inch (psi). It should be noted reinforcing and concrete guidelines provided herein address only expansive soils. Reinforcing and/or concrete parameters beyond those indicated above may be necessary to accommodate structural requirements of the project. Surrounding Grades It has been our experience that ground surface grades surrounding structures can affect the post - construction presence and quantity of water beneath such structures, as well as vapor emissions from interior concrete floor slabs. In order to reduce the possibility for these. potentially adverse conditions, we recommend areas adjacent to all structures be graded, or floor slabs raised, so that the bottoms of all interior concrete floor slabs are elevated at least 4 inches above adjacent, finished pad grades. Rock Capillary Break Interior concrete floor slabs supported -on -grade should be underlain by a capillary break consisting of free -draining durable rock at least 4 inches thick, graded such that 100 percent passes the 1 -inch sieve and less than 5 percent passes the No. 4 sieve. This rock should be compacted to the extent e In general, Caltrans Class 2 aggregate base (or other similar material) NN -ill not meet the gradation requirements provided above for a capillary break. Therefore, we recommend this r14 rr 1 ry 4 July 27, 2001 BNII Project No. 01S-780 1 possible using light vibratory equipment prior to placing any vapor membranes or slab concrete. Further, precautions should be taken during construction to reduce contamination of the rock with soil or other materials. Contamination of the rock with soil or other materials may significantly ' reduce the effectiveness of the capillary break, possibly resulting in excessive (and adverse) free water transmission to the bottom of the overlying slab. Vapor Emission Considerations Though generally not a geotechnical consideration, it has been our experience that a plastic or vinyl membrane is often placed directly over the rock capillary break to reduce «eater migration from the subgrade soils up to the overlying concrete floor slab. If used, we suggest this membrane be installed in a manner to reduce punctures and penetrations. Where penetrations are unavoidable, or adjacent to footings or other similar obstructions, the vapor membrane should be placed tightly against these features. Further, it has been our experience that sand, 1 to 2 inches thick, is often placed on top of the membrane prior to placing slab concrete to promote more uniform curing of the slab. If used, we strongly suggest that concrete not be placed if sand overlying the vapor membrane has been allowed to become wet (due to precipitation or excessive moistening), or if standing water is present above the membrane. It has been our experience that excessive water beneath interior floor slabs can result in significant, post -construction vapor transmission through the slab, adversely affecting floor coverings, and possibly resulting in potentially hazardous molds. In addition to a capillary break and vapor membrane, it has also been our experience that concrete quality is critical to the ability of concrete floor slabs to resist vapor transmission. As a minimum, we suggest that concrete used for floor slab construction possess a maximum .vater/cement ratio of 0.45. Since water is often added to uncured concrete to increase workability, it is important that strict quality control be exercised during the installation of all slab concrete to insure water./cement ratios are not altered prior or during placement. It must be recognized comments provided above are suggestions only. These comments are intended to assist the project Architect, Structural Engineer, or other design professional, and should not be inferred to mean that Brown & Mills is assuming the design responsibility for interior concrete floor slabs or appurtenant vapor reduction provisions. In all cases, it is solely the responsibility of the project Architect, Structural Engineer, or other design professional to determine the design based on project specific requirements (which were beyond our knowledge or involvement with the project). In the event the project Architect, Structural Engineer, or other design professional is unfamiliar with concrete slab -on -grade issues, or if the project will include floor coverings sensitive to slab vapor emissions, a professional specializing in vapor transmission should be consulted to provide project specific recommendations and design provisions. material not be used for a capillary break beneath interior concrete slabs supported -on -grade. 15 rawww mom 0 M EQUIPMENT CABINET FOUNDATIONS General Foundation support for possible equipment cabinets may be provided using spread and/or mat foundations. All proposed spread foundations should be constructed of reinforced concrete, be a minimum of 12 inches wide, embedded a minimum of 18 inches below the lowest adjacent final subgrade', and founded on undisturbed native soil and/or engineered fill. Proposed mat foundations should be a minimum of 18 inches wide, embedded a minimum of 12 inches below the lowest adjacent final subgrade, and also founded on undisturbed native soil and/or engineered fill. Allowable Bearing Pressure An allowable bearing pressure of 1,500 pounds per square foot (psf) may be used for the design of proposed spread and/or mat foundations which possess the above minimum dimensions. The 1 allowable bearing pressure provided is a net value; therefore, the weight of the foundation (which extends below finished subgrade) may be neglected when computing dead loads. The allowable bearing pressure provided herein applies to dead plus live loads, includes a calculated factor of safety of at least 3, and may be increased by 1/3 for short-term loading due to wind or seismic forces. For mat foundations subject to overturning forces, the maximum edge pressure should not exceed the allowable bearing pressure. Lateral Resistance Resistance to lateral loads (including those due to wind or seismic forces) may be provided by frictional resistance between the bottom of proposed concrete spread or mat foundations and the ' underlying soil, and by passive earth pressure against the sides of the foundations. A coefficient of friction of 0.25 may be used between cast -in-place concrete foundations and the underlying soil; passive pressure available in undisturbed native soil and/or engineered fill may be taken as equivalent to the pressure exerted by a fluid weighing 275 pounds per cubic foot (pct): To account ' for possible future loss of subgrade support due to surface disturbance, we recommend earth materials located within the uppermost Y2 -foot of the embedded portion of all shallow spread and/or mat foundations be neglected when evaluating passive pressures. ,' ' Within this report, final subgrade refers to the top surface of undisturbed on-site soil, on-site 1 soil compacted during site preparation, and/or engineered fill. ' 16 OEM 0M July 27, 2001 BMI Project No. 01 S-780 Lateral resistance parameters provided above are ultimate values. Therefore, a suitable factor of safety should be applied to these values for design purposes. The appropriate factor of safety will depend on the design condition and should be determined by the project Structural Engineer. Depending on the application, typical factors of safety could range from 1.0 to 1.5. Expansive Soil Considerations Shallowly -embedded spread and/or mat foundations (i.e., embedded less than.2 to '3 feet below finished grade) may be susceptible to minor vertical movements (i.e., less than 1 -inch) due to shrinking or swelling of the subgrade soils. In general, we would not anticipate such movements to have a significant adverse effect on planned equipment supported on these mats. However, minor vertical movements may adversely affect below -grade utility connections between planned equipment (supported on shallow foundations) and below -grade utilities (if any). Should such utilities exist, we recommend connections be designed to resist (or accept) a 1 -inch vertical movement, either up or down. Construction Considerations Prior to placing steel or concrete, foundation excavations should be cleaned of all debris, loose or disturbed soil, and any water. SITE ACCESS ROADWAY 1 General We anticipate the proposed facility may be accessed using a new, partially -improved roadway. Further, we anticipate a conventional surfacing material (such as asphalt concrete) would not be considered applicable due to cost and possibly.other considerations beyond the scope of this study. Therefore, provided below are our comments regarding surfacing these areas with gravel. Note: Comments and recommendations provided below are intended to assist the project Civil Engineer in the design of a partially -improved roadway to service the site subsequent to construction. In general, we anticipate such use will involve infrequent automobile traffic. Recommendations provided below are not intended for the design of roadways to be utilize by cranes and other similar equipment during construction. If such use is anticipated, we recommend the project Civil Engineer prepare a design based on anticipated loads and other relevant conditions (which were not available at the time this report was prepared and completely beyond the scope of this study). 17 rWMFV%1 ■.ZiZ July 27, 2001 BMI Project No. OIS-780 Surface Drainage Areas to be surfaced with gravel, as well as adjoining. areas, should be adequately graded to provide positive drainage such that surface water is not allowed to accumulate on or near areas intended to carry vehicular traffic. 1 Subgrade Preparation Subgrade areas to be surfaced with gravel shouldbe scarified to a depth of 8 inches below finished subgrade, uniformly moisture conditioned to between 1 and 3 percent above the optimum moisture content, and compacted to at least 95 percent relative compaction. Gravel Surfacing - Materials .and Placement To provide increased subgrade. support, dust control, and a wearing surface, we anticipate gravel (such as Caltrans Class 2 aggregate baserock or other similar material) may be spread and compacted over the area of the possible (or planned) site access roadway. Should Caltrans Class 2 aggregate baserock (or other similar material) be used, we recommend it be at least 6 inches thick. Baserock used as surfacing material should be compacted to at least 95 percent relative compaction. Depending on the frequency of use and vehicle loading, it may be desirable to underlay gravel surfacing material (such as Caltrans Class 2 aggregate baserock) with a geotextile stabilization fabric. The primary purpose of this fabric would be to reduce migration of sub3ade soil into the baserock and redistribute concentrated loads, thereby extending the service life of this type of ' surfacing material. If a geotextile fabric is used, we recommend it consist of Mirafi 50OX or other equivalent fabric approved by the project Geotechnical Engineer. 18 r WVW =ice July 27, .2001 BMI Project No. 01S-780 ADDITIONAL SERVICES We recommend Brown & Mills review final earthwork grading (if any) and/or foundation plans and specifications to evaluate that recommendations contained herein have been properly interpreted and implemented during design. Further, all site earthwork activities, including site preparation, placement of engineered fill and trench backfill, construction of roadway subgrades, and all foundation excavations (including those for the proposed tower foundation pier) should be monitored by a representative from Brown & Mills. Monitoring services are an essential component of our design services. Monitoring allows us to observe the soil conditions encountered during construction, evaluate the applicability of the recommendations presented in this report to the soil conditions encountered, and recommend appropriate changes in design or construction procedures if conditions differ from those described herein. LIMITATIONS This report has been prepared in substantial accordance with the generally accepted geotechnical engineering practice as it existed in the site area at the time our services were rendered. No warranty is either expressed or implied. Conclusions and recommendations contained in this report were based on the conditions encountered during our field investigation and are applicable only to those project features described above (see section entitled "PROPOSED CONSTRUCTION"). It is possible subsurface conditions could vary beyond the point explored. If conditions are encountered during construction which differ from those described in this report, or if the scope or nature of the proposed construction changes, we should be notified immediately in order to review and, if deemed necessary, conduct additional studies and/or provide supplemental recommendations. Recommendations provided in this report are based on the assumption that an adequate program of tests and observations will be conducted by Brown & Mills during the construction phase in order to evaluate compliance with our recommendations. The scope of services provided by Brown & Mills for this project did not include the investigation and/or evaluation of toxic substances, or soil or groundwater contamination of any type. If such conditions are encountered during site development, additional studies may be required. Further, services provided by Brown & Mills for this project did not include the investigation and/or evaluation of soil corrosivity. Depending on planned pipe types, bedding conditions, and other factors beyond the scope of this study, it may be appropriate to evaluate soil corrosivity prior to development. 19 �.+� i M July 27, 2001 BMI Project No. 01S-780 This report may be used only by our client, and only for the purposes stated herein, within a reasonable time from its issuance. Land use, site conditions, and other factors may change over time which may require additional studies. In the event a significant period of time elapses between the date of this report and construction, Brown & Mills shall be notified of such occurrence in order to review current conditions. Depending on that review, additional studies and/or an updated or revised report may be required prior to completion of final design. Any party other than our client who wishes to use all or any portion of this report shall notify Brown & Mills of such intended use. Based on the intended use as well as other site -related factors, Brown & Mills may require that additional studies be conducted and that an updated or revised report be issued. Failure to comply with any of the requirements outlined above by the client or any other party shall release Brown & Mills from any liability arising from the unauthorized use of this report. 20 SITE M Putt C e6 Ranch :yjco eCrou 1 Esquon NORTH SCALE 1:62,500 2 1 1/2 0 MILES 1 2 VICINITY MAP PROPOSED TELECOMMUNICATIONS FACILITY ■�� ■ DAYTON 1 - - . 101S-780, BUTTE COUNTY, CALIFORNIA NORTH NO SCALE E AREA )AD E3 NAD 33 27 D 27 LEGEND NOTE: The boring was located in the field by visual methods. Therefore, the location of the boring APPROXIMATE BORING shown on this plan should be considered highly LOCATION . approximate. REFERENCE: Plan prepared by Geil Engineering titled "PLOT PLAN AND SITE TOPOGRAPHY," Sheet No. C-1, last revised 5/23/2001. SITE PLAN PLATE �� ■ PROPOSED TELECOMMUNICATIONS FACILITY M DAYTON2 BUTTE COUNTY, CALIFORNIA • • * • 01 S-780 UNIFIED SOIL CLASSIFICATION SYSTEM NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS LOG SYMBOLS AND DEFINITIONS STANDARD PENETRATION SPLIT -SPOON -4 % PASSING NO. 4 SIEVE SAMPLER (2 -INCH OUTSIDE DIAMETER) (ASTM TEST METHOD C 136) -200 % PASSING NO. 200 SIEVE ' CALIFORNIA SAMPLER (ASTM TEST METHOD C 117) (3 -INCH OUTSIDE DIAMETER) LL LIQUID LIMIT MODIFIED CALIFORNIA SAMPLER (ASTM TEST METHOD D4318) (2.5 -INCH OUTSIDE DIAMETER) PI PLASTICITY INDEX (ASTM TEST METHOD D 4318) ® BAG/BULK R-VAL RESISTANCE VALUE (CALTRANS TEST 301) f THIN-WALLED SHELBY TUBE EI EXPANSION INDEX (3 -INCH OUTSIDE DIAMETER) (UBC STANDARD 29-2) WATER LEVEL COL COLLAPSE POTENTIAL (ASTM TEST METHOD D 5333) (LEVEL ESTABLISHED AS NOTED ON LOGS) SP SWELL POTENTIAL (under a specified load) WATER OR SEEPAGE ENCOUNTERED (ASTM TEST METHOD D 4546) (LEVEL NOT ESTABLISHED) SL SWELL PRESSURE (no consolidation) (ASTM TEST METHOD D 4546) GENERAL NOTES: 1. Lines separating soil or rock strata on los are approximate boundaries only. Actual transitions may be gradual and, in the case of selectively sampledgborings, may vary by as much as the sample interval. 2. In general, Unified Soil Classification designations were evaluated using visual methods only. Actual designations (based on laboratory tests) may vary. 3. Logs represent general soil conditions on the date and at the location indicated. No warranty is provided as to the continuity of soil conditions between individual sample locations. 4. Unconfined compressive strengths reported on the logs (if any) were obtained using a pocket penetrometer. LOG LEGEND t� PROPOSED TELECOMMUNICATIONS FACILITY `m ■ 0 DAYTON 3 - - . 01S-780 BUTTE COUNTY, CALIFORNIA MAJOR DIVISIONS COARSE- GRAINED SOILS GRAVELS MORE THAN 50% OF COARSE FRACTION GRAVELS (LITTLE OR NO 'FINES) GW Well -graded gravels, -,gravel -sand matures, little or no fines GP Poorly -graded gravels,- gravel -sand matures, little or no fines GRAVELS GM Silty gravels, poorly -graded gravel -sand -sift mixtures RETAINED ON NO. 4 SIEVE (APPRECIABLE FINES) GC Clayey gravels, poorly -graded gravel -sand -clay matures MORE THAN OF MATERIALAL IS GREATER THAN - NO. 200 SIEVE SANDS MORE THAN 50% OF COARSE FRACTION PASSES NO. 4 SIEVE SANDS (LITTLE OR NO FINES) SW Well -graded sands, gravelly sands, little or no fines SP Poorly -graded sands, gravelly sands, little or no fines SANDS (APPRECIABLE FINES) SM Silty sands,, poorly -graded sand -gravel -sift mixtures SC Clayey sands, poorly -graded sand -gravel -day mixtures FINE- GRAINED SOILS SILTS AND CLAYS LIQUID LIMIT LESS THAN 50 ML Inorganic sifts and very fine sands, silty or clayey fine sands, clayey sifts with slight plasticity CL- Inorganic clays of low-to-medium plasticity, gravelly clays, sandy clays, silty clays, lean days OL Organic sifts and clays of low plasticity MORE THAN 50% OF MATERIAL IS SMALLER THAN NO. 200 SIEVE SILTS AND CLAYS LIQUID LIMIT GREATER THAN 50 MH Inorganic sifts, micaceous or diatomaceous fine sands or sifts CH Inorganic clays of high plasticity, fat days OH Organic sifts and clays of high plasticity HIGHLY ORGANIC SOILS PT Peat, humus, swamp soils with high organic content NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS LOG SYMBOLS AND DEFINITIONS STANDARD PENETRATION SPLIT -SPOON -4 % PASSING NO. 4 SIEVE SAMPLER (2 -INCH OUTSIDE DIAMETER) (ASTM TEST METHOD C 136) -200 % PASSING NO. 200 SIEVE ' CALIFORNIA SAMPLER (ASTM TEST METHOD C 117) (3 -INCH OUTSIDE DIAMETER) LL LIQUID LIMIT MODIFIED CALIFORNIA SAMPLER (ASTM TEST METHOD D4318) (2.5 -INCH OUTSIDE DIAMETER) PI PLASTICITY INDEX (ASTM TEST METHOD D 4318) ® BAG/BULK R-VAL RESISTANCE VALUE (CALTRANS TEST 301) f THIN-WALLED SHELBY TUBE EI EXPANSION INDEX (3 -INCH OUTSIDE DIAMETER) (UBC STANDARD 29-2) WATER LEVEL COL COLLAPSE POTENTIAL (ASTM TEST METHOD D 5333) (LEVEL ESTABLISHED AS NOTED ON LOGS) SP SWELL POTENTIAL (under a specified load) WATER OR SEEPAGE ENCOUNTERED (ASTM TEST METHOD D 4546) (LEVEL NOT ESTABLISHED) SL SWELL PRESSURE (no consolidation) (ASTM TEST METHOD D 4546) GENERAL NOTES: 1. Lines separating soil or rock strata on los are approximate boundaries only. Actual transitions may be gradual and, in the case of selectively sampledgborings, may vary by as much as the sample interval. 2. In general, Unified Soil Classification designations were evaluated using visual methods only. Actual designations (based on laboratory tests) may vary. 3. Logs represent general soil conditions on the date and at the location indicated. No warranty is provided as to the continuity of soil conditions between individual sample locations. 4. Unconfined compressive strengths reported on the logs (if any) were obtained using a pocket penetrometer. LOG LEGEND t� PROPOSED TELECOMMUNICATIONS FACILITY `m ■ 0 DAYTON 3 - - . 01S-780 BUTTE COUNTY, CALIFORNIA O V 0 0 CDo� 'D mono 0Zvm C m r O D mo r- (-- 0O .N O n m cu Z =i O v z 7D W Z T r+% D _n r v 9) m N v 44 m o Q' Oco O 6 0 c' 0 co c_ ID O D c v A m a m O � O ' N m • n s a 0 3 G) m s;• = 1 ? w: m c c to m 70C D �1 r O 0 m 1 = 0 M c N cn m N S _D z 0 1 D FOR ABBREVIATION DEFINITIONS v - - DEPTH (IN FEET) 7J SAMPLE TYPE SAMPLE NO. (O p W cep co BLOWS/FOOT A A � A UNCONFINED COMP. cn STRENGTH (TSS 3 n 'SCS LETTER r r SYMBOL (n r b D c N to to 0 -1 c T m m m w y `�[ m 0co -Di o r mr mr ar 3c 0 v_ cn° a~ �' ~ 'C m a 0z3 0 .0 ai n O cn m 0 0S N CL 1 O W O 0cn 3 °' OJm z m m� < �o �� m 2 n 0-0 ? . 0 v 0 m e <=3 cr 0 0 c 7 7p m w x o 3 � X Q 0 m' 3 - m c0 < rl O 3 p) N m m s y• co a cn 0 1 c^. m n L w m 0 •< N �. L Z 0 D D m . m DRY DENSITY (PCF) MOISTURE CONTENT (%) OTHER LAB TESTS • SEE LOG LEGEND o Q' Oco O 6 0 c' 0 co c_ ID O D c v A m a m O � O ' N m • n s a 0 3 G) m s;• = 1 ? w: m c c to m 70C D �1 r O 0 m 1 = 0 M c N cn m N S _D z 0 1 D FOR ABBREVIATION DEFINITIONS v 11 %XPLORATION DATED BY TOTAL DEPTH 757 July 24, 2001 Chris Kalenik 41-1/2 feet EXPLORATION EQUIPMENT BACKFILL MATERIAL Mobile B-59 equipped with a 6 -inch -diameter, hollow -stem auger I Drill cuttings BORING W. B-1 LOG OF EXPLORATORY BORING ■� PROPOSED TELECOMMUNICATIONS FACILITY 48 �■� DAYTON BUTTE COUNTY, CALIFORNIA • 01 S-780 Page 2 of 2 FIELD DESCRIPTION LABORATORY O y W U W W Q LUL i o i Cr k � m JWz a Lu 3 rL( o W ca LU w1— Q U Cr o¢ Continuation from previous page U� P P 9 > ►W- 2 2 w��i O vQi vei m j j'0 p z UU O (0i U O 5 90/9" ML Sandy SILT: Orange -brown, moist, very dense, 6 70 fine grained, ith some clay grades wet 7 8 70/9" 50/6" grades moist, with more clay grades wet 9 50 LOG OF EXPLORATORY BORING ■� PROPOSED TELECOMMUNICATIONS FACILITY 48 �■� DAYTON BUTTE COUNTY, CALIFORNIA • 01 S-780 Page 2 of 2 GEOTECHNICAL INVESTIGATION REPORT PROPOSED TELECOMMUNICATIONS FACILITY DAYTON 9160 AGUAS FRIAS ROAD BUTTE COUNTY, .CALIFORNIA prepared by: BROWN & MILLS INC. `� ■J' GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS= CONSTRUCTION MATERIALS TESTING r- i .. r prepared by: BROWN & MILLS INC. `� ■J' GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS= CONSTRUCTION MATERIALS TESTING BROWN & MILLS, INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS = CONSTRUCTION MATERIALS TESTING July 27, 2001 BMI Project No. 01S-780 Ms. Jill Muniz American Tower 9828 Business Park Drive, Suite A Sacramento, California 95827 Subject: Geotechnical Investigation Proposed Telecommunications Facility Dayton 9160 Aguas Frias Road Butte County, California Dear Ms. Muniz: Brown & Mills is pleased to present the attached geotechnical investigation report for a proposed telecommunications facility to be located at 9160 Aguas Frias Road in Butte County, California. Based on the results of our investigation, it is our professional opinion the proposed steel monopole may be supported using a drilled, cast -in-place concrete pier; foundation support for proposed prefabricated equipment shelters and/or cabinets may be provided using spread and/or mat foundations. Though we anticipate the planned facility may be designed and constructed generally using conventional foundations, it should be noted potentially expansive, near -surface clay soils and groundwater were encountered during our field exploration program. The presence of potentially expansive clay soils may require special design and construction provisions for planned shelter foundations and slabs. The presence of groundwater (initially encountered at a depth of t approximately 38 feet below existing site grade) may hinder the drilling operation for the proposed tower foundation pier, possibly requiring casing, drilling fluids, and/or other methods to advance the excavation and maintain hole stability. In addition to the concerns outlined above, it should be noted the immediate site area was not accessible to conventional exploratory equipment (i.e., a drill rig or backhoe). Therefore, subsurface explorations were performed approximately 85 feet west of the site. Though we anticipate similar subsurface conditions are present within the immediate site area to those encountered in our exploratory boring, it is possible conditions could be encountered during construction which differ 1 from those described in this report and upon which the recommendations contained herein are based. ' 9940 Business Park Drive, Suite 140, Sacramento, California 95827 Phone (916)362-5541 FAX (916)362-3454 July 27, 2001 BMI Project No. 01S-780 In the event subsurface conditions are encountered during construction which differ significantly from those described in this report, we should be notified immediately in order to review and, if deemed necessary, conduct additional studies and/or provide supplemental recommendations. h Specific comments regarding the conditions outlined above, as well as recommendations regarding the geotechnical aspects of project design and construction, are presented in the following report. t i We appreciate the opportunity of providing our services for this project. If you have questions regarding this report or if we may be of further assistance, please contact the undersigned. SlnrPrPly B1 R. Pr cc: Client (4 bound copies) ii TABLE OF CONTENTS INTRODUCTION ............................................ .....I........... 1 GENERAL...............................................................1 PROPOSED CONSTRUCTION ............................................ 1 SCOPE OF SERVICES ..................................................... 2 FIELD INVESTIGATION.......................................................2 SITE CONDITIONS...........................................................3 SURFACE.............................................................3 SUBSURFACE..........................................................3 CONCLUSIONS AND RECOMMENDATIONS .................................... 4 GENERAL.............................................................4 EXPANSIVE SOIL......................................................4 SURFACE DRAINAGE .................................................. 5 SITE PREPARATION.................................................... 5 TEMPORARY EXCAVATIONS ........................................... 6 TRENCH BACKFILL .................................................... 7 ENGINEERED FILL.....................................................8 TOWER FOUNDATION - DRILLED PIER .................................. 9 EQUIPMENT SHELTER FOUNDATIONS ............................... 11 CONCRETE SLABS SUPPORTED -ON -GRADE ............................. 13 EQUIPMENT CABINET FOUNDATIONS .................................. 16 SITE ACCESS ROADWAY .............................................. 17 ADDITIONAL SERVICES.....................................................19 LIMITATIONS..............................................................19 PLATES 1 THROUGH 4 GEOTECHNICAL INVESTIGATION REPORT PROPOSED TELECOMMUNICATIONS FACILITY DAYTON 9160 AGUAS `FRIAS ROAD BUTTE COUNTY, CALIFORNIA INTRODUCTION GENERAL This report presents the results of our geotechnical investigation for a proposed telecommunications facility to be located .at 9160 Aguas Frias Road in Butte County, California. The purpose of our investigation was to explore and evaluate the subsurface conditions at the site in order to develop recommendations related to the geotechnical aspects of project design and construction. The site location relative to existing roads and topographic features is shown on Plate 1. PROPOSED CONSTRUCTION We understand the proposed project will involve construction of a telecommunications facility on a rectangularly -shaped site. The planned facility will include the installation of a steel monopole telecommunications tower, approximately 125 feet in height, and prefabricated equipment shelters and/or cabinets supported on -grade. Appurtenant construction may include underground utilities and possibly a partially -improved site access roadway. Plans indicating final site grades were not available at the time this report was prepared; however, due to the limited extent of the planned project, we anticipate little -to -no earthwork grading will be performed for this project. Excavations for underground utilities are not anticipated to exceed about 5 feet below existing or final site grades. A plot plan indicating the proposed project area is presented on Plate 2. r"%VIAS M■z ;.:.' -.July 27, 2001 BMI Project No. 01S-780 SCOPE OF SERVICES The scope of our services was outlined in our proposal dated July 16, 2001, and included the following: ► Exploration of the subsurface conditions at the site using one boring excavated with a truck -mounted drill rig. ► Preparation of this report which includes: • A description of the proposed project; • A summary of our field exploration program; • A description of site surface and subsurface conditions encountered during our field investigation; and • Recommendations related to the geotechnical aspects of site preparation and engineered fill, temporary excavations and trench backfill, foundation design and construction, concrete slabs supported -on -grade, and a partially -improved site access roadway. FIELD INVESTIGATION rSubsurface conditions at the site were explored on July 24, 2001, by drilling one boring (designated B-1) to a depth of about 41-1/2 feet below existing site grade. The boring was advanced using a ' Mobile B-59, truck -mounted drill rig equipped with a 6 -inch -diameter, hollow -stem auger. The approximate location of the exploratory boring performed for this investigation is indicated on Plate 2. Our technician maintained a log of the boring, visually classified the soils encountered according to the Unified Soil Classification System (see Plate 3), and obtained relatively undisturbed samples of 1 the subsurface materials. Soil samples were obtained from the boring with a Standard Penetration Sampler driven 18 inches (unless otherwise noted) into undisturbed earth materials using a 140 - pound hammer falling 30 inches. After the boring was completed, it was backfilled with the drill ' cuttings. A log of the exploratory boring performed for this investigation is presented on Plates 4A and 4B. 2 lY�V rwi� July 27, 2001 BMI Project No. OIS-780 SITE CONDITIONS SURFACE The project site consists of a rectangularly -shaped area located at 9160 Aguas Frias Road in Butte County, California. The site is bounded in all directions by an existing orchard. At the time of our field investigation, the site area was occupied by trees associated with an existing almond orchard. Existing topography within the immediate site area was relatively level. SUBSURFACE ` Near -surface earth materials encountered in the boring performed for this investigation consisted predominantly of hard sandy clay to a depth of about 4 feet below existing site grade. Below these near -surface soils, hard clayey silt and very dense sandy silt were encountered to the maximum depth explored (approximately 41-1/2 feet below existing site grade). Free groundwater was encountered during our field investigation at a depth of about 38 feet below existing site grade. However, groundwater conditions can vary depending on the season, precipitation, runoff conditions, irrigation and/or groundwater pumping practices (both on and off site), the level of nearby bodies of water, and possibly other factors. Therefore, groundwater conditions presented in this report may not be representative of those which may be encountered during or subsequent to construction. A more detailed description of the subsurface conditions encountered during our field investigation is provided on the attached log. 9 INW4 V ZZi75 •'1. t - July 27, 2001 BMI Project No. 01S-780 CONCLUSIONS AND RECOMMENDATIONS GENERAL ' Based on the results of our investigation, it is our professional opinion the proposed steel monopole may be supported using a drilled, cast -in-place concrete pier; foundation support for proposed prefabricated equipment shelters and/or cabinets may be provided using spread and/or mat foundations. Though we anticipate the planned facility may be designed and constructed generally using conventional foundations, it should be noted potentially expansive, near -surface clay soils and groundwater were'encountered during our field exploration program. The presence of potentially expansive clay soils may require special design and construction provisions for planned shelter foundations and slabs. The presence of groundwater (initially encountered at a depth of approximately 38 feet below existing site grade) may hinder the drilling operation for the proposed tower foundation pier, possibly requiring casing, drilling fluids, and/or other methods to advance the excavation and maintain hole stability. In addition to the concerns outlined above, it should be noted the immediate site area was not accessible to conventional exploratory equipment (i.e., a drill rig or backhoe). Therefore, subsurface explorations were performed approximately 85 feet west of the site. Though we anticipate similar subsurface conditions are present within the immediate site area to those encountered in our exploratory boring, it is possible conditions could be encountered during construction which differ from those described in this report and upon which the recommendations contained herein are based. In the event subsurface conditions are encountered during construction which differ significantly from those described in this report, we should be notified immediately in order to review and, if deemed necessary, conduct additional studies and/or provide supplemental recommendations. Specific comments regarding the conditions outlined above, as well as recommendations regarding the geotechnical aspects of project design and construction, are presented in the following sections of this report. EXPANSIVE SOIL ' Based on the results of our field exploration program, near -surface clay soils located at the site appear to be expansive. Expansive soils are characterized by their ability to undergo significant volume change (shrink or swell) due to variations in moisture content. Changes in soil moisture ' content can result from rainfall, landscape irrigation, utility leakage, roof drainage, drought, or other factors, and may cause unacceptable settlement or heave of structures, concrete slabs supported -on - grade, or pavements supported over these materials. q !YVM t r, 415 .. .:July:27, 2001 BMI Project No. 01 S-780 Though several options .are available to reduce potential adverse effects of expansive soils on .;1planned project -improvements, we anticipate the most applicable method for this project would involve moisture conditioning slab subgrade soils and strengthening equipment shelter foundations and slabs. Recommendations addressing expansive soils with respect to equipment shelter foundations and slabs are provided below (see sections entitled "SURFACE DRAINAGE", "EQUIPMENT SHELTER FOUNDATIONS", and "CONCRETE SLABS SUPPORTED -ON - GRADE"). ' SURFACE DRAINAGE 'The ground surface surrounding proposed equipment shelters should be sloped to facilitate surface ' drainage away from the planned structures and to eliminate the possibility of water accumulation in or around foundation areas. ISITE PREPARATION Stripping Within the area of proposed construction, any existing vegetation, organic soil, or debris should be stripped and disposed of off-site or outside the construction limits. In the event organic soils or tree roots are encountered (or suspected) at or beneath the stripped surface, deep stripping or grubbing will be required to remove these (or other similar) deleterious materials. Scarification and Compaction If engineered fill is required for this project, we recommend the ground surface upon which this fill will be placed be scarified to a depth of 8 inches, uniformly moisture -conditioned to at least 3 (but ' generally no more than about 5) percent above the optimum moisture content, and compacted to at least 88 (but generally no more than about 92) percent of the maximum dry density as determined by ASTM (American Society for Testing and Materials) Test Method D 1557'. ' This test procedure should be used wherever relative compaction, maximum dry density, or optimum moisture content is referenced within this report. ' S r%fvw ' ■Z■ July 27, 2001 BMI Project No. 01S-780 Overexcavation of Loose or Disturbed Material Within areas grubbed or otherwise disturbed below a depth of about 12 inches, in-place scarification and compaction may not be adequate to densify all disturbed soil. Therefore, overexcavation of the disturbed soil, scarification and compaction of the exposed subgrade, and replacement with engineered fill may be required in these areas. `Existing Utilities If abandoned, below -grade utility lines are encountered within the area of construction they should be removed and disposed of off-site. Existing, below -grade utility pipelines (if any) which extend beyond the limits of the proposed construction and will be abandoned- in-place should be plugged with cement grout to prevent migration of soil and/or water. All excavations resulting from removal activities should be cleaned of all loose or disturbed material (including previously -placed backfill) prior to placing any fill or backfill. TEMPORARY EXCAVATIONS General All excavations must comply with applicable local, state, and federal safety regulations including the current OSHA Excavation and Trench Safety Standards. Construction site safety generally is the responsibility of the contractor, who should be solely responsible for the means, methods, and sequencing of construction operations. Construction Considerations Construction equipment, building materials, excavated soil, vehicular traffic, and other similar loads should not be allowed near the top of any unshored or unbraced excavation. Where the stability of adjoining buildings, walls, pavements, or other similar improvements is endangered by excavation operations, support systems such as shoring, bracing, or underpinning may be required to provide structural stability and to protect personnel working within the excavation. Since excavation operations are dependent on construction methods and scheduling, the contractor should be solely responsible for the design, installation, maintenance, and performance of all shoring, bracing, underpinning, and other similar systems. Under no circumstances should comments provided herein be inferred to mean that Brown & Mills is assuming any responsibility for temporary excavations, or for the design, installation, maintenance, and performance of any shoring, bracing, underpinning, or other similar systems. n !1M\m ZZiz During wet weather, earthen berms or other methods should be used to prevent runoff water from entering all excavations. All runoff water within or adjacent to any excavations should be collected and disposed of outside the construction limits. ' Excavation Conditions ' Based on our experience in the site area and conditions encountered during our field exploration program, we anticipate trench (and other shallow) excavations should be possible with a conven- tional backhoe (such as a Case 580 or equivalent). 1 TRENCH"BACKFILL " ' Materials Pipe zone backfill (i.e., material beneath and in the immediate vicinity of the pipe) should consist of on-site or imported soil and/or soil -aggregate mixtures generally less than 1 inch in maximum dimension and free of organic or other deleterious debris; trench zone backfill (i.e., material placed ' between the pipe zone backfill and finished subgrade) may consist of on-site soil, generally less than 3 inches in maximum and free of organic or other deleterious debris. ' Important Note: All pipe zone backfill should be placed on undisturbed earth materials. In the event earth materials located directly beneath the planned pipe zone backfill are disturbed during construction, these materials should either be compacted in-place (if the depth of disturbance is less than about 12 inches deep), or removed (if the depth of disturbance is greater than about 12 inches) and replaced in accordance with recommendations provided below for trench backfill. If imported material is used for pipe or trench zone backfill, we recommend it consist of fine-grained sand. In general, use of coarse-grained sand and/or gravel is not recommended due to the potential for soil migration into, and water seepage along, trenches backfilled with this type of material. Recommendations provided above for pipe zone backfill are minimum requirements only. More ' stringent material specifications may be required to fulfill local codes and/or bedding requirements for specific types of pipe. We recommend the project Civil Engineer develop these material specifications based on planned pipe types, bedding conditions, and other factors beyond the scope of this study. .July.27, 2001 BMI Project No. OIS-780 Placement and Compaction Trench backfill consisting of on-site soils should be uniformly moisture -conditioned to at least 3 (but generally no more than about 5) percent above the optimum moisture content, placed in horizontal lifts less than 8 inches in loose thickness, and compacted to at least 88 (but generally no more than about 92) percent relative compaction. Trench backfill consisting of imported soils (or soil - aggregate mixtures) should be uniformly moisture -conditioned to between 0 and 5 percent above the optimum moisture content, placed in horizontal lifts less than 8 inches in loose thickness, and compacted to at least 90 percent relative compaction. Within pavement areas, all trench backfill should be compacted to at least 95 percent relative compaction within 12 inches of finished subgrade'. Mechanical compaction is strongly recommended; ponding or jetting should not be allowed unless -specifically reviewed and approved by the -project Geotechnical Engineer prior to construction. ENGINEERED FILL Materials Due to the limited extent of the planned project, we anticipate little -to -no earthwork grading will be performed for this project. However, some fill may be required to backfill around foundations or for other purposes. If required, we recommend this material consist of on-site or imported' soil and/or soil -aggregate mixtures generally less than 3 inches in maximum dimension, nearly -free of organic or other deleterious debris, and essentially non -plastic. Typically, well -graded mixtures of gravel, sand, non -plastic silt, and small quantities of clay would be acceptable for use as engineered fill. Placement and Compaction On-site soils used for engineered fill should be uniformly moisture -conditioned to at least 3 (but generally no more than about 5) percent above the optimum moisture content, placed in horizontal lifts less than 8 inches in loose thickness, and compacted to at least 88 (but generally no more than about 92) percent relative compaction. Within pavement areas, these soils should be uniformly Z Within this report, finished subgrade refers to the top surface of undisturbed on-site soil compacted during site preparation, compacted trench backfill, and/or engineered fill. ' All imported soil and/or soil -aggregate mixtures used for engineered fill should be sampled, tested and approved by the project Geotechnical Engineer prior to being transported to the site. ffWWVV =■� v July 27, 2001 BMI Project No. 01S-780 moisture -conditioned to at least 1 (but generally no more than about 3) percent above optimum and compacted to at least 95 percent relative compaction within 12 inches of finished subgrade. ' Imported soils (or soil -aggregate mixtures) used for engineered fill should be uniformly moisture - conditioned to between 0 and 5 percent above the optimum moisture content, placed in horizontal lifts less than 8 inches in loose thickness, and compacted to at least 90 percent relative compaction. t In pavement areas, engineered fill placed within 12 inches of finished subgrade should be compacted to at least 95 percent relative compaction. TOWER FOUNDATION - DRILLED PIER General We anticipate the planned steel monopole telecommunications tower will be subject to relatively high lateral foundation loads. Typically, such loads are resisted using a deep foundation (i.e., a drilled pier). Based on the results of our investigation, it is our professional opinion a drilled, cast - in -place concrete pier may be used for support of the planned tower. In general, this pier should consist of a drilled, straight -shafted hole, filled with concrete, and reinforced with steel to resist and transfer lateral and axial loads. Further, we recommend the proposed pier extend to a depth of at least 15 feet below existing (and final) adjacent site grades, have a diameter of at least 2 feet, and generally not extend below a depth of about 41-1/2 feet below existing site grade (the approximate maximum depth explored during this investigation). Design parameters as well as construction recommendations for a drilled, cast -in-place concrete pier are provided below. Axial Capacities A cast -in-place concrete pier constructed in accordance with recommendations provided herein may be designed to resist downward loads using an allowable eend=bearing pressure of 3,000 p_o_unds per square foot (psO-and.a.unit_skin,friction_of 150-psf. The_uppermost_3 feet of the embeddedTportion of the_pier_should_be-neglected when-evaluating-the-skin-friction=component-ofithe=axia°l—capacities. The allowable end bearing pressure provided above is a net value; therefore, the weight of the pier ' may be neglected when evaluating downward capacities. Total downward capacities derived from the parameters provided above may be increased by 1/3 for short-term loading due to wind or seismic forces. 1 E r%F%%M = ; 70 1 , July 27,2001 BMI ProjectNo. 01S-780 ' Estimated' Settlement Total settlement of the proposed pier is estimated to be less than 3/4 -inch and should occur shortly after the initial -loads are applied. Lateral Capacities We recommend lateral resistance and deflection of the proposed pier be evaluated using methods proposed by.Broms for rigid piles'. For this method we recommend a coefficient of passive earth pressure of 2.8, a total unit weight of 110 pounds per cubic foot (pco, and a coefficient of horizontal subgrade reaction:of 15 tons per cubic foot be used to evaluate lateral capacities and deflections. Since the, aforementioned method requires information regarding the proposed pier (i.e., depth of embedment, pier diameter, pier length, lateral loads, and location of loading) which was not available at the time this report was prepared, we recommend the project Structural Engineer evaluate lateral deflections of the proposed pier (if required). Alternatively, lateral capacity may be evaluated using the "Pole Formula" given in Sections 1806.8.2.1 and 1806.8.2.2 of the Uniform Building Code (UBC, Volume 2, 1997 edition). For this method we recommend a lateral soil bearing pressure of 100 pounds per square foot per foot of embedment be used for analysis. If applicable, the 100 percent increase allowed by the Code for isolated poles (which are not adversely affected by a '/z -inch horizontal deflection at the ground surface due to short-term lateral loads) may be used for design. To account for possible loss of subgrade support due to surface disturbance, we recommend soil located within the uppermost1two�feettof�th_eiembedded portioniLoftLtheipi_er b� erneglec_ t,�ed,when evaluating later -al capacitiesTand/o'"r-y'reflections. Excavation Conditions Based on the conditions encountered during our field exploration program, we anticipate excavations for the proposed pier should be possible using a large, truck -mounted drill rig equipped with a hydraulically -advanced, bucket auger. However, due to the presence of groundwater (initially encountered during our field exploration program at a depth of approximately 38 feet below existing site grade), drilled excavations for the proposed tower foundation pier may be susceptible to caving and/or sloughing resulting from water intrusion. If caving conditions are encountered, casing and/or other methods may be required to advance the excavation and maintain hole stability. . ' Broms, Bengt B., "Lateral Resistance of Piles in Cohesionless Soils," Journal of Soil Mechanics and Foundations Division, ASCE, May, 1964. 10 July 27, 2001 BMI Project No. 01S-780 Casing If casing is used, we recommend it be removed from the excavation as concrete is being placed. The bottom of the casing should be maintained below the top of the concrete at all times during casing withdrawal and concrete placement. Further, continuous vibration or other approved methods should be used during casing withdrawal to reduce the potential for void -space formation within the concrete. Abandoning the casing in-place should not be allowed. Bottom Preparation All debris and any loose or disturbed soil should be removed from the pier excavation just prior to placing reinforcing steel and/or concrete. A representative from Brown & Mills should observe the pier excavation to verify that subsurface conditions are consistent with those encountered during our field investigation. Steel and Concrete Placement Reinforcing steel and/or concrete should be placed immediately upon completion of the pier excavation. If water and/or drilling fluids are present during concrete placement, concrete should be pumped or otherwise discharged to the bottom of the hole via a hose or tremie pipe. The end of the hose or tremie pipe must remain below the top surface of any water, drilling fluids, and/or the in-place concrete at all times. Additionally, concrete (used for pier construction) should be consolidated using vibratory methods upon removal of any water or drilling fluids (if used to facilitate construction). In order to develop the design skin friction value provided above and to reduce the potential for void formation, concrete used for pier construction should have a slump of from 4 to 6 inches if placed in a dry shaft without temporary casing, and from 6 to 8 inches if casing and/or drilling fluids are used. The concrete mix should be designed with appropriate admixtures and/or water/cement ratios ' to achieve recommended slumps. Adding water to- a conventional mix to achieve recommended slumps should not be allowed. IEQUIPMENT SHELTER FOUNDATIONS ' General Foundation support for possible equipment shelters may be provided using either spread footings or ' a mat foundation (mat may consist of a slab with thickened edges). In general, these proposed foundations should be constructed of reinforced concrete and founded on undisturbed native soil 11 !'wV i 1 July 27, 2001 BMI Project No. O1S-780 and/or engineered fill. Additionally, we recommend all.spread footings be a minimum of 12 inches t wide and embedded a minimum of 18 inches below the lowest adjacent final subgrade'; mat footings and the thickened portion of any mat slab foundation should be embedded a minimum of 12 inches ' below the lowest adjacent final subgrade. Further, spread footings (if used) should be continuous around the entire perimeter of the planned structures to limit surface water infiltration into subgrade soils supporting interior concrete slabs. Allowable Bearing Pressure An allowable bearing pressure of 1,500 pounds per square foot (psf) may be used for the design of proposed spread and/or mat foundations which possess the above minimum dimensions. The allowable bearing pressure provided is a net value; therefore, the weight of the foundation (which extends below finished subgrade) may be neglected when computing dead loads. The allowable bearing pressure provided herein applies to dead plus live loads, includes a calculated factor of safety of at least 3, and may be increased by 1/3 for short-term loading due to wind or seismic forces. For mat foundations subject to overturning forces, the maximum edge pressure should not exceed the t allowable bearing pressure. Lateral Resistance ' Resistance to lateral loads (including those due to wind or seismic forces) may be provided by frictional resistance between the bottom of proposed concrete foundations and the underlying soil, and by passive earth pressure against the sides of the foundations. A coefficient of fraction of 0.25 may be used between cast -in-place concrete foundations and the underlying soil; passive pressure t' available in undisturbed native soil and/or engineered fill may be taken as equivalent to the pressure exerted by a fluid weighing 275 pounds per cubic foot (pcf). To account for possible future loss of subgrade support due to surface disturbance, we recommend earth materials located within the uppermost V2 -foot of the embedded portion of all shallow foundations be neglected when evaluating passive pressures. ' Lateral resistance parameters provided above are ultimate values. Therefore, a suitable factor of safety should be applied to these values for design purposes. The appropriate factor of safety will depend on the design condition and should be determined by the project Structural Engineer. Depending on the application, typical factors of safety could range from 1.0 to 1.5. 5 Within this report, final subgrade refers to the top surface of undisturbed on-site soil, on-site soil compacted during site preparation, and/or engineered fill. 12 !'wV ' =.0; July 27, 2001 BMI Project No. 01S-780 Foundation, Reinforcement We recommend exterior perimeter footings (if used) be reinforced with steel to reduce distress due to pressures associated with possible swelling or shrinking of potentially expansive subgrade soils. Based on our experience with similar projects, reinforcement to distribute pressures associated with expansive subgrade soils would typically involve at least two No. 4 bars, top and bottom (i.e., a total of four bars). If a mat foundation is used to support the planned equipment shelter (or shelters), reinforcement would typically involve at least No. 4 bars, a minimum of 24 inches on -center, each way, and centered -within the slab. Concrete used for shelter foundations should have a minimum ' 28 -day compressive strength of 2,500 pounds per square inch (psi). It should be noted reinforcing and concrete guidelines provided above address only expansive soils. Reinforcing and/or -concrete parameters beyond those indicated above may be necessary to accommodate structural requirements of the project. Construction Considerations Prior to placing steel or concrete, foundation excavations should be cleaned of all debris, loose or disturbed soil, and any water. CONCRETE SLABS SUPPORTED -ON -GRADE Subgrade Preparation Subgrade soils supporting concrete floor slabs should be scarified to a depth of 8 inches, uniformly moisture -conditioned to at least 3 (but generally no more than about 5) percent above the optimum moisture content, and compacted to at least 88 (but generally no more than about 92) percent relative compaction. Scarification and compaction may be omitted if slabs are to be placed directly on undis- turbed engineered fill and if approved by the project Geotechnical Engineer. Subgrade Moisture We recommend the moisture content of subgrade soils supporting concrete floor slabs be at least 3 percent above optimum moisture content at the time of concrete placement. Recommended soil moisture contents may be established either during site grading (and maintained up to the time of concrete placement) or by ponding or sprinkling with water. Over optimum moisture conditions (of the subgrade soils) should extend at least 12 inches below finished subgrade and should be verified by Brown & Mills just prior to placement of slab concrete. 13 1WWW* 1 ■Ziz July 27, 2001 BMI Project No. 01S-780 Steel Reinforcement We recommend interior concrete floor slabs supported on expansive subgrade soils be reinforced with steel to reduce distress due to pressures associated with swelling or shrinking of the subgrade soils. Based on our experience with similar projects, slab reinforcement to distribute pressures associated with moderately expansive subgrade soils (that have been properly moisture -conditioned) would typically involve at least No. 4 bars, 24 inches on -center, each way, and centered within the slab. Additionally, we recommend interior floor slabs be structurally integrated into the continuous perimeter footing with dowels consisting of at least No. 4 reinforcing bars, spaced 24 inches on - center along the perimeter of the slab. All dowels should extend at least 40 bar diameters into the slab and adjacent foundation. Slab Thicknesses and Strengths All concrete floor slabs supported -on -grade should be at least 4 inches thick and have a minimum 28 -day compressive strength of 2,500 pounds per square inch (psi). It should be noted reinforcing and concrete guidelines provided herein address only expansive soils. Reinforcing and/or concrete parameters beyond those indicated above may be necessary to accommodate structural requirements of the project. Surrounding Grades It has been our experience that ground surface grades surrounding structures can affect the post - construction presence and quantity of water beneath such structures, as well as vapor emissions from interior concrete floor slabs. In order to reduce the possibility for these potentially adverse conditions, we recommend areas adjacent to all structures be graded, or floor slabs raised, so that the bottoms of all interior concrete floor slabs are elevated at least 4 inches above adjacent, finished pad grades. Rock Capillary Break Interior concrete floor slabs supported -on -grade should be underlain by a capillary break consisting of free -draining durable rock at least 4 inches thick, graded such that 100 percent passes the 1 -inch sieve and less than 5 percent passes the No. 4 sieve'. This rock should be compacted to the extent ' In general, Caltrans Class 2 aggregate base (or other similar material) will not meet the gradation requirements provided above for a capillary break. Therefore, we recommend this 14 July 27 2001 BMI Project No. 01S-780 possible using light vibratory equipment prior to placing any vapor membranes or slab concrete. Further, precautions should be taken during construction to reduce contamination of the rock with soil or other materials. Contamination of the rock with soil or other materials may significantly reduce the effectiveness of the capillary break, possibly resulting in excessive (and adverse) free water transmission to the bottom of the overlying slab. Vapor Emission Considerations Though generally not a geotechnical consideration, it has been our experience that a plastic or vinyl 1 membrane is often placed directly over the rock capillary break to reduce water migration from the subgrade soils up to the overlying concrete floor slab. If used, we suggest this membrane be installed in a manner to reduce punctures and penetrations. Where penetrations are unavoidable, or adjacent ' to footings or other similar obstructions, the vapor membrane should be placed tightly against these features. Further, it has been our experience that sand, 1 to 2 inches thick, is often placed on top of the membrane prior to placing slab concrete to promote more uniform curing of the slab. If used, we strongly suggest that concrete not be placed if sand overlying the vapor membrane has been allowed to become wet (due to precipitation or excessive moistening), or if standing water is present above the membrane. It has been our experience that excessive water beneath interior floor slabs can result in significant, post -construction vapor transmission through the slab, adversely affecting floor coverings, and possibly resulting in potentially hazardous molds. In addition to a capillary break and vapor membrane, it has also been our experience that concrete quality is critical to the ability of concrete floor slabs to resist vapor transmission. As a minimum, we suggest that concrete used for floor slab construction possess a maximum water/cement ratio of 0.45. Since water is often added to uncured concrete to increase workability, it is important that strict quality control be exercised during the installation of all slab concrete to insure water/cement ratios are not altered prior or during placement. It must be recognized comments provided above are suggestions only. These comments are intended to assist the project Architect, Structural Engineer, or other design professional, and should not be inferred to mean that Brown & Mills is assuming the design responsibility for interior concrete floor slabs or appurtenant vapor reduction provisions. In all cases, it is solely the responsibility of the project Architect, Structural Engineer, or other design professional to determine the design based on project specific requirements (which were beyond our knowledge or involvement with the project). In the event the project Architect, Structural Engineer, or other design professional is unfamiliar with concrete slab -on -grade issues, or if the project will include floor coverings sensitive to slab vapor emissions, a professional specializing in vapor transmission should be consulted to provide project specific recommendations and design provisions. material not be used for a capillary break beneath interior concrete slabs supported -on -grade. 15 '�, { �4dly.27,.2001 "BMI Project No. 015-780 'EQUIPMENT CABINET FOUNDATIONS General Foundation support for possible equipment cabinets may be provided using spread and/or mat foundations. All proposed spread foundations should be constructed of reinforced concrete, be a minimum of 12 inches wide, embedded a minimum of 18 inches below the lowest adjacent final subgrade 7, and founded on undisturbed native soil and/or engineered fill. Proposed mat foundations should be a minimum of 18 inches wide, embedded a minimum of 12 inches below the lowest adjacent final subgrade, and also founded on undisturbed native soil and/or engineered fill. Allowable Bearing Pressure An allowable bearing pressure of 1,500 pounds per square foot (psf) may be used for the design of proposed spread and/or mat foundations which possess the above minimum dimensions. The allowable bearing pressure provided is a net value; therefore, the weight of the foundation (which extends below finished subgrade) may be neglected when computing dead loads. The allowable bearing pressure provided herein applies to dead plus live loads, includes a calculated factor of safety of at least 3, and may be increased by 1/3 for short-term loading due to wind or seismic forces. For -mat foundations subject to overturning forces, the maximum edge pressure should not exceed the allowable bearing pressure. Lateral Resistance Resistance to lateral loads (including those due to wind or seismic forces) may be provided by frictional resistance between the bottom of proposed concrete spread or mat foundations and the underlying soil, and by passive earth pressure against the sides of the foundations. A coefficient of friction of 0.25 may be used between cast -in-place concrete foundations and the underlying soil; passive pressure available in undisturbed native soil and/or engineered fill may be taken as equivalent to the pressure exerted by a fluid weighing 275 pounds per cubic foot (pcf). To account for possible future loss of subgrade support due to surface disturbance, we recommend earth materials located within the uppermost '/i -foot of the embedded portion of all shallow spread and/or mat foundations be neglected when evaluating passive pressures. Within this report, final subgrade refers to the top surface of undisturbed on-site soil, on-site soil compacted during site preparation, and/or engineered fill. 16 I , July 27, 2001 BMI Project No. 01 S-780 Lateral resistance parameters provided above are ultimate values. Therefore, a suitable factor of ' safety should be applied to these values for design purposes. The appropriate factor of safety will depend on the design condition and should be determined by the project Structural Engineer. 1 Depending on the application, typical factors of safety could range from 1.0 to 1.5. Expansive Soil Considerations Shallowly -embedded spread and/or mat foundations (i.e., embedded less than 2 to 3 feet below finished grade) may be susceptible to minor vertical movements (i.e., less than 1 -inch) due to shrinking or swelling of the subgrade soils. In general, we would not anticipate such movements to have a significant adverse effect on planned equipment supported on these mats. However, minor vertical movements may adversely affect below -grade utility connections between planned equipment (supported on shallow foundations) and below -grade utilities (if any). Should such utilities exist, we recommend connections be designed to resist (or accept) a 1 -inch vertical movement, either up or down. Construction Considerations iPrior to placing steel or concrete, foundation excavations should be cleaned of all debris, loose or disturbed soil, and any water. ' SITE ACCESS ROADWAY General 1 We anticipate the proposed facility may be accessed using a new, partially -improved roadway. Further, we anticipate a conventional surfacing material (such as asphalt concrete) would not be considered applicable due to cost and possibly other considerations beyond the scope of this study. Therefore, provided below are our comments regarding surfacing these areas with gravel. Note: Comments and recommendations provided below are intended to assist the project Civil I Engineer in the design of a partially -improved roadway to service the site subsequent to construction. In general, we anticipate such use will involve infrequent automobile traffic. Recommendations provided below are not intended for the design of roadways to be utilize by cranes and other similar equipment during construction. If such use is anticipated, we recommend the project Civil Engineer prepare a design based on anticipated loads and other relevant conditions (which were not available at the time this report was prepared and completely beyond the scope of this study). 1 17 . 1 Surface Drainage Areas to be surfaced with gravel, as well as adjoining areas, should be adequately graded to provide positive drainage such that surface water is not allowed to accumulate on or near areas intended to carry vehicular traffic. Subgrade Preparation Subgrade areas to be surfaced with gravel should be scarified to a depth of 8 inches below finished subgrade, uniformly moisture conditioned to between 1 and 3 percent above the optimum moisture content, and compacted to at least 95 percent relative compaction. Gravel Surfacing - Materials :and.Placement To provide increased subgrade support, dust control, and a wearing surface, we anticipate gravel (such as Caltrans Class 2 aggregate baserock or other similar material) may be spread and compacted over the area of the possible (or planned) site access roadway. Should Caltrans Class 2 aggregate baserock (or other similar material) be used, we recommend it be at least 6 inches thick. Baserock used as surfacing material should be compacted to at least 95 percent relative compaction. Depending on the frequency of use and vehicle loading, it may be desirable to underlay gravel tsurfacing material (such as Caltrans Class 2 aggregate baserock) with a geotextile stabilization fabric. The primary purpose of this fabric would be to reduce migration of subgrade soil into the baserock and redistribute concentrated loads, thereby extending the service life of this type of surfacing material. If a geotextile fabric is used, we recommend it consist of Mirafi 50OX or other equivalent fabric approved by the project Geotechnical Engineer. 18 July,27, 2001 BMI Project No. 01S-780 ADDITIONAL SERVICES We recommend Brown & Mills review final earthwork grading (if any) and/or foundation plans and specifications to evaluate that recommendations contained herein have been properly interpreted and implemented during design. Further, all site earthwork activities, including site preparation, placement of engineered fill and trench backfill, construction of roadway subgrades, and all foundation excavations (including those for the proposed tower foundation pier) should be monitored by a representative from Brown & Mills. ' Monitoring services are an essential component of our design services. Monitoring allows us to observe the soil conditions encountered during construction, evaluate the applicability of the recommendations presented in this report to the soil conditions encountered, and recommend :appropriate changes in design or construction procedures if conditions differ from those described herein. ILIMITATIONS ' This report has been prepared in substantial accordance with the generally accepted geotechnical engineering practice as it existed in the site area at the time our services were rendered. No warranty is either expressed or implied. Conclusions and recommendations contained in this report were based on the conditions encountered during our field investigation and are applicable only to those project features described above (see section entitled "PROPOSED CONSTRUCTION"). It is possible subsurface conditions could vary beyond the point explored. If conditions are encountered during construction which differ from those described in this report, or if the scope or nature of the proposed construction changes, we should be notified immediately in order to review and, if deemed necessary, conduct additional studies and/or provide supplemental recommendations. Recommendations provided in this report are based on the assumption that an adequate program of tests and observations will be conducted by Brown & Mills during the construction phase in order to evaluate compliance with our recommendations. The scope of services provided by Brown & Mills for this project did not include the investigation 1 and/or evaluation of toxic substances, or soil or groundwater contamination of any type. If such conditions are encountered during site development, additional studies may be required. Further, services provided by Brown & Mills for this project did not include the investigation and/or ' evaluation of soil corrosivity. Depending on planned pipe types, bedding conditions, and other factors beyond the scope of this study, it may be appropriate to evaluate soil corrosivity prior to development. 19 July 27, 2001 BMI Project No. OIS-780 1 This report may be used only by our client, and only for the purposes stated herein, within a reasonable time from its issuance. Land use, site conditions, and other factors may change over time which may require additional studies. In the event a significant period of time elapses between the ' date of this report and construction, Brown & Mills shall be notified of such occurrence in order to review current conditions. Depending on that review, additional studies and/or an updated or revised report may be required prior to completion of final design. Any party other than our client who wishes to use all or any portion of this report shall notify Brown & Mills of such intended use. Based on the intended use as well as other site -related factors, Brown ' & Mills may require that additional studies be conducted and that an updated or revised report be issued. Failure to comply with any of the requirements outlined above by the client or any other party shall release Brown & Mills from any liability arising from the unauthorized use of this report. 1 .20 pr 4 q2 OM 1WIu14 OY1Y GUY WIRE dy CENTERLINE LF -ASE AREA, 39*38'30.7"'N NAD 83 121*51'23.8' W NAD 83 39*38'31.1" NAD 27 121.51' 19.8" NAD 27 P 110 B-1 NORTH NO SCALE LEGEND. NOTE: The boring was located in the field by visual methods. Therefore, the location of the boring APPROXIMATE BORING shown on this plan should be considered highly LOCATION approximate. REFERENCE: Plan prepared by Geil Engineering titled "PLOT PLAN AND SITE TOPOGRAPHY," Sheet No. C-1, last revised 5/23/2001. SITE PLAN PLATE • PROPOSED TELECOMMUNICATIONS FACILITY DAYTON 2 BUTTE COUNTY, CALIFORNIA 1111111111111111111V4 yj 1, 1: 1; F8711 707 M 01S-7801 I I I f �'Y UNIFIED SOIL CLASSIFICATION SYSTEM NU I t: UUAL J7 MCULS AHC VStU IU INUIL A I t t$UHUtHLINt SUIL GLASSYIUA I IUNS LOG SYMBOLS AND DEFINITIONS STANDARD PENETRATION SPLIT -SPOON -4 % PASSING NO. 4 SIEVE SAMPLER (2 -INCH OUTSIDE DIAMETER) (ASTM TEST METHOD C 136) ' CALIFORNIA SAMPLER -200 % PASSING NO.`200 SIEVE (3 -INCH OUTSIDE DIAMETER) (ASTM TEST METHOD C 117) LL LIQUID LIMIT MODIFIED CALIFORNIA SAMPLER (ASTM TEST METHOD D 4318) (2.5 -INCH OUTSIDE DIAMETER) PI PLASTICITY INDEX (ASTM TEST METHOD D 4318) ® BAG/BULK R-VAL RESISTANCE VALUE (CALTRANS TEST 301) THIN-WALLED SHELBY TUBE EI EXPANSION INDEX (3 -INCH OUTSIDE DIAMETER) (UBC STANDARD 29-2) COL COLLAPSE POTENTIAL WATER LEVEL (LEVEL ESTABLISHED AS NOTED ON LOGS) (ASTM TEST METHOD D 5333) SP SWELL POTENTIAL (under a specified load) WATER OR SEEPAGE ENCOUNTERED (ASTM TEST METHOD D 4546) (LEVEL NOT ESTABLISHED) SL SWELL PRESSURE (no consolidation) (ASTM TEST METHOD D 4546) GENERAL NOTES: 1. Lines separating soil or rock strata on logs are approximate boundaries only. Actual transitions may be gradual and, in the case of selectively sampled -borings, may vary by as much as the sample interval. 2. In general, Unified Soil Classification designations were evaluated using visual methods only. Actual designations (based on laboratory tests) may vary. 3. Logs represent general soil conditions on the date and at the location indicated. No warranty is provided as to the continuity of soil conditions between individual sample locations. 4. Unconfined compressive strengths reported on the logs (if any) were obtained using a pocket penetrometer. LOG LEGEND PLATE lIN Im td t>_ PROPOSED TELECOMMUNICATIONS FACILITY f■� ■ M DAYTON 3 TIP,• - . . 0f S -78o BUTTE COUNTY, CALIFORNIA MAJOR. COARSE- GRAVELS GRAVELS (LITTLE OR NO GW Well -graded gravels, gravel -sand matures, little or no fines GP Poorly -graded gravels, gravel -sand matures, little or no fines GRAINED SOILS MORE THAN 50% OF COARSE FRACTION RETAINED ON FINES) GRAVELS (APPRECIABLE GM Silty gravels, poorly -graded gravel -sand -sift matures GC Clayey gravels, poorly -graded gravel -sand -clay matures -NO. 4 SIEVE FINES) MORE THAN OF MATERIALAL IS GREATER THAN NO. 200 SIEVE SANDS MORE THAN 50% OF COARSE FRACTION PASSES NO. 4 SIEVE SANDS (LITTLE OR NO FINES) SW Well -graded sands, gravelly sands, little or no fines SP Poorly -graded sands, gravelly sands, little or no fines SANDS (APPRECIABLE FINES) SM Silty sands, poorly -graded sand -gravel -sift matures SC Clayey sands, poorly -graded sand -gravel -Gay matures FINE- GRAINED SOILS SILTS AND CLAYS LIQUID LIMIT LESS THAN 50 ML Inorganic sifts and very fine sands, silty or clayey fine sands, clayey sifts with slight plasticity CL Inorganic clays of low-to-medium plasticity, gravelly clays, sandy clays, silty clays, lean clays OL Organic sifts and clays of low plasticity MORE THAN 50% OF MATERIAL IS SMALLER THAN NO. 200 SIEVELIQUID SILTS AND CLAYS LIMIT GREATER THAN 50 MH Inorganic sifts, micaceous or diatomaceous fine sands or sifts CH Inorganic clays of high plasticity, fat clays OH Organic sifts and clays of high plasticity HIGHLY ORGANIC SOILS PT Peat, humus, swamp soils with high organic content NU I t: UUAL J7 MCULS AHC VStU IU INUIL A I t t$UHUtHLINt SUIL GLASSYIUA I IUNS LOG SYMBOLS AND DEFINITIONS STANDARD PENETRATION SPLIT -SPOON -4 % PASSING NO. 4 SIEVE SAMPLER (2 -INCH OUTSIDE DIAMETER) (ASTM TEST METHOD C 136) ' CALIFORNIA SAMPLER -200 % PASSING NO.`200 SIEVE (3 -INCH OUTSIDE DIAMETER) (ASTM TEST METHOD C 117) LL LIQUID LIMIT MODIFIED CALIFORNIA SAMPLER (ASTM TEST METHOD D 4318) (2.5 -INCH OUTSIDE DIAMETER) PI PLASTICITY INDEX (ASTM TEST METHOD D 4318) ® BAG/BULK R-VAL RESISTANCE VALUE (CALTRANS TEST 301) THIN-WALLED SHELBY TUBE EI EXPANSION INDEX (3 -INCH OUTSIDE DIAMETER) (UBC STANDARD 29-2) COL COLLAPSE POTENTIAL WATER LEVEL (LEVEL ESTABLISHED AS NOTED ON LOGS) (ASTM TEST METHOD D 5333) SP SWELL POTENTIAL (under a specified load) WATER OR SEEPAGE ENCOUNTERED (ASTM TEST METHOD D 4546) (LEVEL NOT ESTABLISHED) SL SWELL PRESSURE (no consolidation) (ASTM TEST METHOD D 4546) GENERAL NOTES: 1. Lines separating soil or rock strata on logs are approximate boundaries only. Actual transitions may be gradual and, in the case of selectively sampled -borings, may vary by as much as the sample interval. 2. In general, Unified Soil Classification designations were evaluated using visual methods only. Actual designations (based on laboratory tests) may vary. 3. Logs represent general soil conditions on the date and at the location indicated. No warranty is provided as to the continuity of soil conditions between individual sample locations. 4. Unconfined compressive strengths reported on the logs (if any) were obtained using a pocket penetrometer. LOG LEGEND PLATE lIN Im td t>_ PROPOSED TELECOMMUNICATIONS FACILITY f■� ■ M DAYTON 3 TIP,• - . . 0f S -78o BUTTE COUNTY, CALIFORNIA 11 • • o v 0o cn O � � r (J1 w A � A co A � W -• A � 3 r m W �,,� � cn (� r (p 01 DEPTH (IN FEEn . SAMPLE TYPE SAMPLE NO. BLOWS/FOOT , UNCONFINED COMP. STRENGTH (TSF) CS LETTER SYMBOL � C Al �1 Z D 0 E W co m c v S � n n F5, 3 g z O C m �' c_ N ?o o z m o G . cDoo � fD`C m s y N� X� --4 z r m � � w� O (A miiOpO �� o a~ o �o ozm O vrn o �m �--, o � w w.. 0 0 'i X o' > 3 co � m C m -D Z c � m � co m m 'r � o m m CL � � m m r rcl- m O Q • O O_ C_ • no 3 � O `r N N D m> D x p � 7 X D- W o E: �O o T Z//V cn � - o � w N 0C m D J 1 O n -� CL D N O_ (D d S CO r Z --lo N 5 D z m � � m (p Z m DRY DENSITY (PCF) _n r MOISTURE - 0 � � o v m OTHER LAB TESTS • • m� m SEE LOG LEGEND FOR ABBREVIATION ° DEFINITIONS N MOISTURE - CONTENT (%) OTHER LAB TESTS • • SEE LOG LEGEND 00 f f w PLORATION DATE LOGG ED BY TOTAL DEPTH July 24, 2001 Chris Kalenik 41-1/2 feet EXPLORATION EQUIPMENT BACKFILL MATERIAL Mobile B-59 equipped with a 6 -inch -diameter, hollow -stem auger Drill cuttings BORING NO. B-1 LOG OF EXPLORATORY BORING PROPOSED TELECOMMUNICATIONS FACILITY 4B DAYTON BUTTE COUNTY, CALIFORNIA • 101S-780, Page 2 of 2 FIELD DESCRIPTION LABORATORY Lu .. W- o o Waw a ►IL Q� 2 W W �2 Wp Z ��' Z g C�m� w Q Q p w m Continuation from previous page o o Q O°prR w� O U U _j m rcw �rc O w 5 90/9" ML Sandy SILT: Orange -brown, moist, very dense, 6 70 fine grained, ith some clay grades wet 7 8 70/9" 50/6" grades moist, with more clay grades wet 9 50 LOG OF EXPLORATORY BORING PROPOSED TELECOMMUNICATIONS FACILITY 4B DAYTON BUTTE COUNTY, CALIFORNIA • 101S-780, Page 2 of 2 mom ■ BROWN & MiLLS, INC. GEOTECHNICAL AND ENVIRONMIENTA! CON'SUL' ANTS' M CONS T R-UYTJOW MATERIALS TESTING November 21, 2001 BMI Project No. 01S-1.33 Ms. Jill Muniz American Tower 9828 Business Park Drive, Suite A Sacramento, California 95827 Subject: Final Report of Special Inspection and Testing Tower Foundation Pier Dayton, Site No. 41734 9160 Aguas Frias Road Butte County, California Permit No. 01-2145 RED_39��C�©= RECEIVED NOV 2 7 2001 BUTTE COUNTY BUILDING DIVISION Dear Ms. Muniz: . i. ;? 'Ii:. 3 i��,'tt / _ ".��-LS.i:.'•l'.': ,": t"j ^iv +.i: "0'-1 JI -IM s , cti'3:' i . F;C-.I' :This lett& presents the,results,of o-ji-tspection,.and,testing services :performed. for. the Lsubject pro�ect..rOur, services, included field.observation of one. drilled: pier excavation, inspection of pier reinforcisteel sampling and strength testing of pier concrete and preparation of this letter. Plans,and Specifications Plans and specifications for the tower foundation pier were prepared by Russell, Gallaway Associates, and were dated August 23, 2001. These documents were reviewed at the site by our field personnel. Field Observations Excavations for one tower foundation pier were performed on November 9, 2001, using an auger -type drill rig. Subsurface conditions encountered within the excavation generally conformed to those previously identified by the project geotechnical report prepared by Brown & Mills (dated July 27, 2001). Further, pier excavation dimensions (i.e., depth and diameter) met or exceeded those shown on the project plans. Reinforcing, steel,for;the tower, foundation pier)was bbserrved_by ourjepresentativeypr7or•to1being placed into the drilled hole. Steel bar grade,, size,. spacing,. lap length,.and�clearance (with_ respects to'the drilled hole) were in general accordance with the project plans and sp 'cifrcations� Anchor bolts used to,secure the tower to the foundation pier also met project material requirements, and Page i of ii 9940 Business Park Drive, Suite 140, Sacramento, California 95827 Phone (916)362.5541 FAX (916)362-3454 Site No. 41734 BMI Project No. 01S-133 s s November 21, 2001 were set with the reinforcing steel prior to concrete placement to achieve the specified embedment depth. Following placement of the reinforcing steel and anchor bolts, concrete used for tower foundation pier construction was pumped into the drilled hole using a boom pump truck. As concrete was placed, pier concrete was consolidated using a stinger -type vibrator throughout the entire width and depth of the pier. Concrete used for tower foundation pier 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 project 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. Further, information provided herein should not be taken as a guarantee of construction nor does it relieve the contractor of his responsibility to produce a completed project conforming to project plans and specifications. 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, QFESS/pN� Brown &Mills, Inc. OTH eqrn �� F,L U1 Exp. R. ith Brown, tN civ► Principal (�/zi/�� 9TFOFCA�IF� Attachment: Concrete Compression Test Results (1 page) cc: Butte County Building Department Velcor (via facsimile) Page ii of ii ._,._T s_ I .. _ . . I - !"w%N ZZ ; z t Date of Report ► 11/21/01 COMPRESSION TEST RESULTS BMI Project No. 10, 01S-133 PROJECT/CLIENT DATA PROJECT ► Telecommunications Facility CLIENT ► American Tower Dayton, Site No. 41734 9828 Business Park Drive, Suite A 9160 Aguas Frias Road Sacramento, California 95827 Butte County, California Time 0- 02:50 pm SAMPLE DATA Measured -qq4NFW1- Material ► Concrete Mix No. ► 336037 Supplier ► A&A Concrete Supply Cement (sk./c.y.) ► N/P Max. Size (in.) ► 1-1/2 Location ► Tower foundation pier Admixture _ ► None Mix Temp. (F) ► 64 Spec. Strength ► 3,000 psi @'28 days Date Sampled ► 11/09/01 N/A N/P Time 0- 02:50 pm 4 12 Measured -qq4NFW1- Specified -Iqqqpppp, Sampled by ► Peter Schurman Slump (inches) ► 5 4-1/2 Ticket/Load/ ► 2486373/2/507 Air Temp. (F) ► 65 N/P Truck No. Mix Temp. (F) ► 64 N/P Date Received ► 11/10/01 Air Content (%) ► N/A N/P N/A: Not Applicable N/P: Information not specified or not provided to Brown & Mills Cone/Shear LABORATORY DATA - ASTM TEST METHOD C 39 Sample I.D. No. ► 1A 1B 1C Date Tested ► 11/13/01 11/21/01 11/21/01 Age (days) ► 4 12 12 Dimensions (in.) ► 6x12 6x12 6x12 X -Sect. Area ► 28.27 28.27 28.27 (sq. in.) Ultimate Load ► 56,300 98,200 103,200 (pounds) Break Type ► Cone/Shear Cone/Shear Cone/Shear -ompressive ► 1,990 3,470 3,650 Strength (psi) Remarks Do - Copies Copies to: ► Building Department Contractor OEM ■ Submitted by: Brown & Mills, Inc. -yn2h"42M R. Keit rown 41 Principal BROWN & MILLS, INC. 9940 Business Park Drive. Suite 140. Sacramento. California Phone (916)362-5541 FAX (916)362-3454 i COUNTY OF BUTTE , BUILDING DIVISION t DEPARTMENTbF DEVELOPMENT SERVICES 411 Main Street'* Chico, CA • (530) 891-2751 7 -County Center Drive Oroville, CA • (530) 538-7541 j + CORRECTION NOTICE ax OWNER PERMIT NO. t A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, A please contact this office imme lately. fixw; ai COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICEAW r OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work iss completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. _�srrSO 0 y }COUNTY OF BUTTE - BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA - (530) 891-2751 - 7 County Center Drive - Oroville, CA - (530) 538-7541 . CORRECTION NOTICE Ille-A7,61,1 OWNER r PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 191A,I" X�7 / r�VA-7- NOTES w RESIDENTIAL 039-260-018 01-2492 PERMIT N( VERIZONWIRILESS 1,2 0160 AGAUS FRIAS RD, CHICO. CO LOCATION -TOWER kC lee - 16001 M-M W -4 Z_ - SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Dat Signature CHECKED BY J = OK 0 = Not OK - = Not Applicable = Not Ready A.C. Unit Disconnect, Electrical -Plumbing RESIDENTIAL (; Date 86. U erfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors Exterior Elec. Trim, G.F.I. Receptacle -Underground onin etbacks-Easements-Flood-Slope 47. 2. g., Main; Soils -Elea Grnd. ;j2-je Ftg. Depth 90. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Gas Test -Meters Tagged, Gas -Electric 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 50. 6. Stemwalls, Garage; Steel- Blockouts-Wrapped Date 6a. Hold Downs and Special Anchors Card B-1 Date Card B-1 7. Slab, Steel -Wrapped ,. 8. Piers -Fireplace Ftg.-Steel 53. 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test i 11. Water Pipe; Test -Anchors -Regulator -Service Test e• 12. Electric Underground 56. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation Glazing Area -Glass Protection -Skylights -Plastic 16. Insulation 59. Shear Walls; Nailing -Bolts Date 60. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 62. 17. Water Htr.; Vent -Access -Combustion Air Baffle Date 18. Water Pipe; Test & Anchor -Nail Protection ~ 19. D.W.V.; Test Fittings & Anchor -Nail Protection Card B-1 Date Card B-1 +' 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 64. Date Card B-1 Date Card B-1 Date Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Card B-1 Date Card B-1 Date 66. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection G.F.I. & Bath Fixtures & Tub Access -Spa 24. Elec. Receptacles Spacing -Lights & Switches at Doors 68. 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes D No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing' dingle & Duplex) Date A.C. Unit Disconnect, Electrical -Plumbing FRAMING (Continued) Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. 46. Hangers -Post Caps -Anchors -Connectors Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. 47. Cling. Joist-Rftr. Ties- Purl in- Roff Brac.-Truss-Shting.-Rfng. Glass Protection 90. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance Gas Test -Meters Tagged, Gas -Electric 92. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles - 94. 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Date 51. Garage Fire Protection Framing Card B-1 Date Card B-1 Date 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits i. 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection i 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers h 56. Siding -Nailing Veneer M1 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows ' y Date Card B-1 Date Card B-1 r ~ Date Card B-1 Date Card B-1 +' Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor I] Yes 82. Following Inslld./Drive G Yes ❑ No/Walks 0 Yes :1 No/Planters ❑ Yes ❑ No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted 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: . V= OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready - 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;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance 7. Electric 8. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 4 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Require ments-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. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 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- Seams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 ' Date Card B-1 Date Card B-1 ' Date FINAL (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, Distance-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- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 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 Site Address: 9160 AGUAS FRIAS RD Owner: Permit N0: B07-0770 APN: 039-260-018 VERIZON WIRELESS Issued Date: 06/20/2007 By KEJ Permit type: MISCELLANEOUS 1910 CARNELIAN CT Subtype: Electrical LINCOLN, CA 95648 Expiration Date: 06/19/2008 Description: INSTALL 60KW DIESEL GENERA? (916) 899-8275 Occupancy: Zoning: A40 0 Contractor Applicant: Square Footage: JEMCOM GALE FINK Building Garage Remdl/Addn 38A COMMERCE PL 1910 CARNELIAN CT VACAVILLE, CA 95687 LINCOLN, CA 95648 Other Porch/Patio Total (707)448-8363 (916)899-8275 FEE INFORMATION DBE Generator Instltn-Per KW u $329.94 DBEH Building Review Fee $75.70 DBFIRE Fire Commercial Plan Ch $102.70 Total Charged: $508.34 Fees Paid: $508.34 Balance Due: $0.00 Receipt No: B2605 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License JEMCOM / / 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 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 pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. 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 X 06/20/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date ❑ 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 WORKERS' COMPENSATION DECLARATION 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 I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ElHAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: ection 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Cartier: Policy Number: Exp. Date: (This section need not be completed if the permit is or on�llars ($100) or less.) ❑ IAM XEMPT under Section B. & P.C. for this reason: CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS IJ��J\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' 06/20/2007 Lnu�) compensati provisions of Section 3700 of the Labor Code, I shall forthwith comply with those wner's Signature Date provisions X 06/20/2007 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 Slate laws relating to building to. Ile Sign Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE Bath,officers, injury, including death, and property damage caused arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( ) t is the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County Ao enter the above mentioned property for inspection purposes. I hereby certify that 1 am the prope nor or am au zed to act on the property owners half. 06/20/2007 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for of Perm[ [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner El Contractor OR; Agent for Owner ❑Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY oTrF0 DEPARTMENT OF DEVELOPMENT SERVICES ° ° BUILDING PERMIT APPLICATION o C OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 o - '--�- o A FEE WILL BE REQUIRED AT TIME 0 F A PPL ICA TION Website: www.buttecounty.net/dds OuR **PLEASE PRINT CLEARLY** CONTRACTOR OWNER INFORMATION Lit Eck a' \ `�, \7J First Name Mailing Address'qus I Nr - S, �� City E-mail 'Orm Ste Z' E-mail State License Number E-mail �n Phoneq 1,0. �l E-mail • �' k o CONTRACTOR Name Address C.Q- P L Cityv , C State Zi S3 Phone L4 �$-�363 Fax o�Sq 2 —S 345' E-mail 'Orm Lic. # 3 O lass v -- APPLICANT SIGNATURE X PERMIT NO. fol-, PROJECT LOCATION AP# 0,3O Property Address City 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 Address DESCRIPTION OR SCOPE OF WORK: C 1 r 6A Scl FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: ARCHITECT/ENGINEER Name I Flood Zone Address a6 . ecs� City State Zip Phone ,5q v E-mail State License Number v -- APPLICANT SIGNATURE X PERMIT NO. fol-, PROJECT LOCATION AP# 0,3O Property Address City 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 Address DESCRIPTION OR SCOPE OF WORK: C 1 r 6A Scl FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: APPLICANT INFORMATION Name I Flood Zone Address C!;( T City � i N Slate Q, Zip Phon qt Fax E-mail �n v -- APPLICANT SIGNATURE X PERMIT NO. fol-, PROJECT LOCATION AP# 0,3O Property Address City 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 Address DESCRIPTION OR SCOPE OF WORK: C 1 r 6A Scl FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning I AAh I Flood Zone SRA I Yes N Occ. Type Cbnst. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-0770 Date: 04/11/2007 Location: 9160 AGUAS FRIAS RD By: KCG Parcel Number: 039-260-018 Sub Type: Electrical Owner Name: VERIZON WIRELESS Phone: (916) 899-8275 Description: INSTALL 60KW DIESEL GENERATOR ON SLAB The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 8954711 PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: ❑ Other: Sianrthit'g �at 4-hori7a4ion Signature of Property Owner: Date: 04/11/2007 FILE BUTTE COUNTY FEE SUMMARY Printed: 04/11/2007 7 County Center Drive 11:34 am Oroville, CA 75965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-0770 Job Address: 9160 AGUAS FRIAS RD Contractor: TBD Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 04/11/2007 $75.70 DBFIRE Fire Commercial Plan Ch 0100-450001-4617237-1010 $102.70 04/11/2007 $102.70 DBE Generator Instltn-Per. KW u 0010-440001-4210500-1010 $329.94 04/11/2007 $329.94 508.34 $508.34 Printed By: Kourtni Graham Balance Due: $0.00 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. n Date: 04/11/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: • Make sure your application is complete. O Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municinalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-0770 Date: 04/11/2007 Location: 9160 AGUAS FRIAS RD Parcel Number: 039-260-018 Owner Name: VERIZON WIRELESS Phone: (916) 899-8275 Description: INSTALL 60KW DIESEL GENERATOR ON SLAB Signature of Property Owner: ( _. Date: 04/11/2007 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-0770 Date: 04/11/2007 Location: 9160 AGUAS FRIAS RD By: KCG Parcel Number: 039-260-018 Sub Type: Electrical Owner Name: VERIZON, WIRELESS Phone: (916) 899-8275 Description: INSTALL 60KW DIESEL GENERATOR ON SLAB 0 0 i By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: d'�1 �c eYlSJs�o� ��T 2c 1�i51,cP4�s S FILE Date: 04/11/2007 Building Permit submittal attachments include: • Zoning Approval Letter • Emergency Standby Generator Specification Packet o SD060 — Liquid Cooled Diesel Engine Generator Specifications o , Coolant Heater o Automatic Transfer Switches • Slab Structural Calculations Y 0 UUTTE ' rcITNTY DE SER�CE NT' L Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 5387785 Facsimile www.buttecou ntv.netldds www.buttegeneralplan.net ADMINISTRATION * BUILDING * PLANNING MEMORANDUM TO: On Air, LLC - FROM: Pete Calarco, Assistant Director SUBJECT: Minor Change to Approved Use Permits DATE: March 9, 2007 The applicant, On Air, LLC, has requested that the addition of a diesel generator and equipment cabinet to the sites identified below be considered a minor change to the existing use permit or minor use permit. 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. Pro ect # Date Received APN Zoning Facility Use Permit RFD06-0002 December 6, 2007 041-190-046 U UP 96-19 RFD06-0003 December 6, 2007 039-260-018 A-40 MUP 01-09 RFD06-0004 December 6, 2007 022-170-067 A-40 UP 92-55 RFD06-0005 December 6, 2007 024-200-062 A-40 UP 95-106 Proiect Characteristics • Each of the projects identified above is -for the addition of a 48-60 KW/3-liter diesel powered emergency electrical generator and equipment cabinet to the existing wireless * communications facilities. • The diesel powered electrical generators will be used and maintained for emergency situations, in which normal power supplied through the grid is unavailable. • The generator is enclosed by a L2A Sound Attenuated Enclosure. • During operation, the noise from the generator will not exceed an average of 66.2 decibels at a distance of twenty three (23) from the center of the generator set (please see the attached Sound Measurement and Attenuation report for the specific generator. BU 'TE CO[1NTY Department of Development Services • Planning Division APR 1 2Q0 Minor Changes Approval Memo for On Air, LLC • March 9, 2007 DFVELOFN1ZNT M- SERVICE • Weekly performance tests will take place during normal working hours: 8:00a.m. and 5:00p.m. Monday through Friday. • The generator and sound attenuation enclosure will be painted to match the existing facilities. • These additions will be contained within the original footprint of the approved facility. • Each of the facilities is essentially identical in terms of site layout and equipment. • Each facility is serviced once per month, at which time the generators would also receive any. required service. • The addition of a generator will require a Building Permit, Environmental Health Permit, Fire Code Permit from the California Department of Forestry and Fire Protection and an Authority to Construct Permit from the Butte County Air Quality Management District. • The project will comply with state and local ordinance. In addition to the nroiect characteristics, the following are standard requirements: • Air quality impacts review for generator operations. Air quality is regulated by the State of California and the Federal Government. The regulations are carried out and enforced, locally, by the Butte County Air Quality Management District. The applicant is required to obtain an Authority to Construct permit from the Butte County AQAID and is required to comply with state and federal air pollution control requirements. Hazards/toxics issues with storage of diesel fuel on the site. Hazardous and toxic material storage is regulated by the Hazardous Materials section of the Butte County Public Health Department. The applicant is required to submit a Hazardous Materials Business Plan that identifies the various chemicals that will be stored at the site. DETERMINATIONS: The Development Services Department has made the following determinations: Based on analysis and recommendations from the staff of the Development Services Department, the projects are deemed to be minor changes to the existing use permit or minor use permit. 2. The proposed changes are consistent with the environmental determination for the originally -approved use permit or minor use permit. . 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. Department of Development Services • Planning Division 2 Minor Changes Approval Memo for On Air, LLC 9 March 9, 2007 DEVELOPMENT SERVICES APPROVAL: T hereby approve the above requested changes to the four approved use permits/minor use permits listed ove, with the Determinations and Requirements listed above. X Date: , Pete alarco, Assistant Director 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 four use permit applications referenced above. X Date: 0 Cc. Planning Division Building Division Environmental Healtb California Department of Forestry and Fire Protection Butte County Air Quality Management District Department of Development Services • Planning Division Minor Changes Approval Memo for On Air, LLC • March 9, 2007 Sent By: BUTTE CO ENVIRONMENTALHEALTH; 530 895 6512; Apr -13-07 4:45PM; Page 2 1. Does your: b►i or tiaaC.aP aur tcaapE : e+ t'a+ °r -lisftdotls mMerlal$7 NO ( ) YES -1) NOTE; Harardotta..tttateti* at�.4ANd� as aTMy ttnaWrW--Ac. lir of ils,qusftty; concern acus, at arn .. pl!J1e� - d:imxard to..btnnatiftealth toad or cheat�cal: rharaab�etios,.pnse6 a g��,Rant: prate oto pwn .std "ft or.:to tea *o4*ortzneii# > :reiea3e� into: W or she environment. l%AZAFI QU$._MAF+ -bt¢ M trot lit ::k+; : rdaus. clbett ictils, hazardous material waste, Us-MALUs-MALoils,.tit�rfcttt"i4iels, n,.tqtabtta�btea, caasora�ves,..anti .. any wliich a b>ffidier ctr"the: a Y: �s a ieiaoi lt+ 4:f4. bdkving to be injurious to tht heats and,aafeq'-of pMow or htemm.ta• the. cdvirornttent-'if Mclta"ed, 1. Do you or wiil yon" Ron tenNnts bmbdle, score, or -tread m.55.gallo:K SW Pounds, at 204 cubic feel (at staedsord.tctoCrsttme.or ltra,:e�; oi`fetxmttlation.Gor»8 ms's utatet3sl? NO( ) YES 11 you answer Y$$ to 1 or 2, contact the-St0a Corinty EnAr ainemal:Hvdtb. -Dopar 'tment at (5.30) 841-2727 for a review of the project. ' 3. is the busirmWfacility/.apetotivn to ria locatod within 3.;400 feet of the outer -boundary of a school or a school site.) No Yv$ .( ) [F YES, Name of school: 4. Does ft bus ncWfabititylopnrotion.hwe dw-potential to emit. any air. 044ants: e.g. Aust, soot, odors, fumes, vapor . or otter volatile epnpotuttl&1 'NO( IF YES, contact the Butte County ..*Qtulilty Mang-gemnt Dt t.at (530) 891-266.2 for pe.nwt requirements. Owner or Auih d=d C=pany.Rmpre9ett Date - SCEHD BCAQMD .ng.tapg . ulrwnenis of Section 25505, !Tttiitt ltasmet'ar is.maottlica6le: req 35533,.0&.29534 of the 11malt -=O Safrxy Carlo:"d tha rvquire=0S� fora permit €conitit -Bun County Air Quality Meetagennear District - 11 BCEHD Siwntdre BCAQMD Sita. 03/02 EDlU. - above mgatiatians DO'toi W ap1906.this f9dlity: Whi*'B,td&l Div. Yellow.BCEW Pink_BCAQhM Goldmod-Fkv Dept- BUTTECOUNT' APR 16 2007 DEVELOPMENT SERVICES BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 PERMIT NO. BP051847 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 08/08/2005 APN: 039-260-018-000 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. 9 Site Address: 9160 AGUAS FRIAS RD DUR License Class : License Number: CA S &W.S Map Index: Date: Contractor. ���„� Description: REPLACE (3) EX ANTENNAS ON EX TOWER OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business, and Professions Code: Any city or county which requires a Owner: AMERICAN TOWNER permit to construct, alter, improve, demolish, or repair any structure, prior 9828 BUSINESS PARK DR 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 A the Contractor's State License Law (Chapter 9 commencing with Section SACRAMENTO, CA 95817 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 (916)769-7400 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).): ❑ 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 Applicant: BASIL M. RUDNICK Code: The Contractors' State License Law does not apply to an 10370 OLD PLACERVILLE RD owner of property who builds or improves thereon, and who does #106 such work himself or herself or through his or her own employees, provided that such improvements are not .intended or offered for SACRAMENTO, CA 95827 sale. If however, the building or improvements are sold within one 916 769-7400 (916)471-0370 ( ) ( ) year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of bmrelr@aol.com 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 Contractor: ANDREW SYSTEMS INC not apply to an owner of property who builds or improves thereon, 829 PICKENS INDURSTRIAL DR and who contracts for such projects with a contractor(s) licensed MARIETTA, GA pursuant to the Contractors' State License Law.). 30062 ❑ I am Exempt under Article 3 of the Business and Professions Code 916-364-8226 Date: Owner: License M WORKERS' COMPENSATION DECLARATION I 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 Architect: Labor Code, for the performance of the work for which this permit is issued. Engineer: I have and will maintain workers' compensation insurance, as required by Section 3700 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: AyM,PX C g --0u /�OVV`,e AS5tAr&V Total Square Ft: 0 S. F. Valuation: $0.00 Census Code: Policy #: S 3 S� 35-0 ❑ 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 ith those provisions. �� Date: 4 o Applicant: 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 LaborI� code, interest, and attorney's fees. L�Y i ✓ )� CONSTRUCTION LENDING AGENCY This permit is hereby 'ssued under the applicable provisions of the Butte 'unty ode and/or " I hereby affirm that there is a construction lending agency for the Resolutions to to w k indicVed above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) By Date: Name: PERMIT EXPIRESoN-. O Address: Dat ❑ 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. ❑ 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 representatives of Butte County to enter upon the above mentioned property for inspection purposes. y'4 V Dae- Print Name: 1<eSignature: % Date:1�� ❑ Owner ❑ Contractor ❑ Agent for Owner Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE 9: (530) 538-7541 A FEE WILL BE REOUIRED AT TIME OF APPLICA TION CrQ�� Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER Last Name�- . ,0".-Ar�.%G /o�E'�I First Name L Address,98A& 9,! j- a,,e x 14 - F cP,, v1e • Citys� �T6 Staa4 Zik, /7 Phone Flo,—.7f'o9 1. y� Fa / E-mail k ARC'HITEGT/ENGINEER___ _--" Name Address City �yticrJ � Address Z' Phon��.3 p& s� GYv rA bOw State License Number O Name 0V Address �9 k ARC'HITEGT/ENGINEER___ _--" Name Address City �yticrJ � Stag „ Z' Phon��.3 p& s� GYv Fax 40�74 ,_%%Z.-- fl %k E-mail —^ State License Number O L �e APPLICANT NAME Name i :� v Address Ald City , Stais.� Zip Phonp/G-7(%7S/�o Fax E-mail APPLICAN SIGNATURE X . PERMIT NO. BIN LOCATION AP# .39• -.?60 - Propert Address PaaD /��s6AS 0*41r City ! 4 r Cross Street ,Du 4 a 4*17 7b/v WORKER'S COMPENSATION -,Policy Number Ca rie� . n 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 0V Address Description or Scope of Work: ZUA.. "L . 7hd— h;zr iw9 'J,. C -?gage ��� 00 Lure Built without Permits vc n o,,ed Change of Occupancy �� us use): �� ��4 For office use only: \F APPLICATION Received00�Amount: ch a permit has not been issued will expire one O F application. In order to renew action on an INo L` n�� tion, a new application, plans and fee will be F Subdivision Name Map re, �n o Page Lot # Planner Refui. �''lapon written request by the person who paid the 3t be made prior to the expiration of the permit zL �,,,n work has been done. Filing fees, plan check fees pian checked and other department costs are not refundable., For office use only: Zoning Received00�Amount: Flood Zone SRA I Yes INo Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 2-24-05 Received00�Amount: - Bldg SRA Receipt #:!.- J Sheriff SMTP Date: 713 �' Other //- G}' Total Page 1 of 2 REV 2-24-05 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. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) 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 by 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). 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. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit 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 2-24-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET i 035 OWNER: �' / �V ( ASSESSOR PARCEL NUMBER O` Proposed Building Use: CJ (�w�, r /(�Q Permit Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. El� 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. �C 3. Engineered plans, 3 or 4 sets,..with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 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. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ 19. Erosion Control Plan Required........................................................................ ❑ 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit .............. :................................................. ........ 1-7122. Site plan and business license approval from the City of Biggs .............................. ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: 24. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: --4,.., ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 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) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction ......................: f,�................................................................. ❑ 35. ❑ Legal description, ❑ M.H..Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone _ (o"- ��/ / A and hold for pickup. y I have been informed of the above 'teres and requirements for,obtaining a building permit. Applicant: i�-� Date. i 0 3� 1. Index permit application for the above items numbered: Plan Check Letter 2. tional items required ontractor, esigner, owner, was advised of the above data by 1;1_06ne, ❑ mail, ❑ counter, by Date: fv o c or, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, s advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: _ Note transfer by: Date: Yellow: Buil&g Division �AXDREWO Andrew Systems Inc 9828 Business Park Dr. #A Sacramento, CA 95827 hYmllwww.andrew com June 8, 2005 Re: Authorized Individuals to Pull Permits License #589700 To Whom It May Concern: This letter is to notify you that the individuals listed below are authorized couriers to act on behalf of Andrew Systems Inc, and Kurt Herrick to handle any necessary permitting and. building issues in the State of California. •Kent Dacy Brett Ewing Jonathan Parkinson Robert Heller Rich Grove Sean Paschall Rocky Charboneau John Prewitt Adam Fike Ken Forse Russell McConnell -- Mike Hopkin Caleb Dolan Shal n Bowen John Corstorphine Signed: Kurt Herrick Qualifier State of California County of Sacramento The foregoing instrument was. acknowledged before me this—j�tday of June, 2005 by Kurt Herrick of Andrew Systems, Inc. My Commission expires: (Notary Seal) BRANDON G. TAYLOR `" COMM. #1334019 W Notary Publk�Califomia m SACRAMENTO COUNTY • My Comm E* Dec. 9.2005 Notary, Public State of California County of Sacramento b1� T On boy before me, �m 1 �o personally appeared. proved to me on the basis of satisfactory. evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged :o me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/ her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seaal` AT&T AT&T Wireless Services November 2, 2004 Mr. Steve Betts Butte County Planning Division 7 County Center Drive Oroville, CA 95965 RE: APN:039-260-018 - PERMIT: MUP 01-09 AT&T Site Name Dayton Site #CO16 9160 Aguas Frias Road Dear Mr. Betts, BUTTE COUNTY NOV 15 2004 DEVELOPMENT SERVICES As you discussed recently with Ms. Rochelle Harry, AT&T Wireless is in the process of replacing three existing antennas and adding coax cable at an existing communications site located at the parcel listed above. No additional height or other modifications will be made to the tower. The replacement antennas will be painted to match the existing ones. I've enclosed drawing for your review. AT&T will be performing a tower analysis to insure the structural integrity of the existing pole. Upon completion of this analysis, AT&T will be applying for the appropriate building permits. It is my understanding that , no additional zoning approvals are necessary as the project satisfies substantial compliance with zoning requirements. If this is correct, please sign the attached copy of this letter where indicated and return in the enclosed self-addressed stamped envelope. Please feel free to call me with any questions. Thank you for your assistance in this matter. Sincerely, asil M. Rudnick Site Acquisition Consultant 916.769.7400 Acknowledged: Butte County Planning Division Planner Name: ery &-4..5 Signed: Date: w California, ADC NSLRN DESIGN of Inc. [OUTTL dba' NEX;rmwo.. Communications, Development Plan DATE DEC -11 M USE PERMIT VARIANCE MINOR U.P. / ADM.PERMIT PLANNING COMMISS. DIRECTOR OF DEVELOPMENT SERVICES VICINITY MAP OMEN C. !3 Bril ORD RERRTp DURHAM DAYTON ROAD TO HI)Y 99 IV DAYTON — RANCH HOSE ORWE SITE VICINITY MAP: SCALE: NTS DRIVING DIRECTIONS TO SITE L TRAVEL NORTH ON LWT 99 TOIARDS CNICO FOR ABOUT B6 MILES. 7. TAKE DAYTON DRIVE EXIT AND TRAVEL LEST FOR 03 MILES 3. TURN RIG ON AUGAS FRIAS RD. AND TRAVEL FOR BS MILES. 4. TWE SITE IS VISIBLE TO TWE LEFT HAND SIDE OF TWE ROAD. 5. ACCESS TWE SITE TWROIGW RANCH WOUSE DRIVE. LEGAL DESCRIPTION ASSESSOR'S PARCEL NO: 039 -260 -MB TITLE REPORT - PE7DFG SPECIALIZED MOBILE RADIO FACILITY SITE NAME: DURHAM SITE NUMBER: CA -1 6076 PROJECT DATA SITE ADDRESS: SITE NAME: DURHAn C wwo SAD SITE NUMBER: CA.*MB EUILDMG DATA: JIpSDCIM BUTTE CONTT ZONNG DESI64ATIO6 A-40 AGROLTUFE APR, 03S -760-M6 OCOPAHCY. INAARED TYPE OF CObT. S -N (NON -CO OMTIBLE) TOTAL /EXIM LEASE AREA, 600 SQ FT. GEODETIC COORDINATES: LATINDE LOGTITIDE (1,10 63) 3S 36' 30.TM I7T ST 73V GEODETIC COORDINATES ARE BASED UPON TIE POLTCCNIC PROJECTION OF THE CALFORNIA COORDINATE OTSTEM ZONE 6. P21 NOM A7ERCAN DATUM AS ESTAME04M ST USGS. U5CNGS AND USCF PROJECT SUMMARY SLttWqY OF PERMIT arty 06TALLATION ON AN EXISTNG QO' MONOPOLE. ANTBN49. RADIO EOIFTtNT OR EaM ERT SWELTER APPLICABLE CODE COMPLIANCE ALL WR. AND MATERIALS SHALL BE PERFORMED AND FSTALLED N ACCORDANCE CATH tLE C AMEEINT EDITIOb O TWE FOLLOWING, CODES AS ADOPTED BY TIE LOCAL GOVERN" AUINORTIES. NOTWFG N TW5E PLANS IS TO BE CONSTRUED TO PERMIT WOW NOT COFORtNG TO TWESE CODES, L CALFORBA AOMNISTRATWE CODE 6. Albs I EIA -R7 E F (NCL TITLES N W 7512601 1. INFORM BURDNG CODE 70M 7. CALIFORNIA BULDNG CODES WO & NATICW L ELECTRICAL CODE 709H 3. CALFORNIA ELECTRICAL CODES 700 9 LOCAL. BUILDING CODES 4. CALIFORNIA MECHANICAL CODES 700 10. CRT I C LIM ORDINANCES 5. CALFORLA PLO13 CODES 700 ALOW UR H ANT 0 WER APPLICABLE LOCAL AND STATE LAOS AND REGULATIONS. ACCESSABILITY EXEMPTION FACILITY IS WIAMED 44D NOT FOR RH HABITATICN R41OWAPPED ACCESS REOIIREMEMS NOT REOIIRED. N ACCCiOAICE UTI4 CALFORNIA STATE AOMNISTRATIYE CODE. PART 7. TITLE 24, SECTION 110583!7. EXCEPOON L PROJECT CONTACT LANDLORD: AMER" TOYER CORPORATION ` W28 13030ESS PARC DOVE. SUITE A SACK'two' CA WWI 760 HARVARD ST. SITE 720 SALWJ9RO. CA 9668 P6 (SI6) 991.9136 FANG (S*) 566-4405 GONIACT: TETRA TECµ NO. CQRACI, DENNY FRAZER CELL, (916) 951-5112 APPLICANT REPRESENTATIVE: TETRA tECK NO. 910 YFST POTH STREET. SITE 300 TORRA CE. CALFORNA 90907 PHOE, (310)16-1630 FAX, (310)115-1659 I claw. 16860 O. PETER BLASFGAME P11CflF, (516) 9B-048 2@ N.t14NAS£$ STEPWM CRESPN PiTE' rea/ 93-0417 CONSTRICTION & DENNY iRAZER PCW, (9N/997•STO RF E)GNEE I NOW RAWMA RNO/E, 18A11 (9M1566.45" PROJECT TEAM ARGN ITECiURA VENGMEERMG ADVANCED DESGN CONSLUANTS. LLC TES U WATER LK STE. 0 STOCKTON, CA 95709 PW, (209) 415-4601 CONTACT, SALOM ON MARTINEZ UR ARDIITECT, 04BEW LABRIE IflD ECEHE OCT 3 0 2003 BUTTE COUNTY PLANNING DIVISION SHEETINDEX DESCRIPTION TITLE SLEET 811E PLAN SITE LAYOUT ELEVATIONS N DETAILS Ra "L F7oEaII p saltm 1755 W Hamm Ln Ste 12 Stockton, CA. 95204-2900 Ph: 209-470.460[ Fax 209-478.4631 Nextel of California, Inc. dha Communications 1255 TREAT BLVD. SUITE #800 WALNUT CREEK, CA. 94596 PHONE: (925) 279-2300 FAX: (925) 279-2683 DURHAM CA -16078 9160 AGAUS FRIAS RD. CHICO, CA. 95928 CURRENT ISSUE DATE: 10.05.03 ISSUED FOR: 100% ZONING APPROVALS LEASING: DATE:_ ZONING: DATE_ RF DKVIEER DATE:_ COfmIRUCwt DATE_ TAG CHECX: DATE_ ONNER: DATE_ PROJECT NO CA -16078 DRAWN BY I CACHU JR CHECKED BY SAL MRTZ JR. NO DATE ISSUF 9.23.03 1008 ZONING SHEET TITLE TITLE SHEET SHEET NUMBER T-1 1st SUBMITTAL: 2nd SUBMITTAL: FILE NAME: CA -16076 N N � f v F LU .� cv _t � G I v .. 3 0 1-1 �, iiJ -< 21 22 — — 22 23 2827 -- -- �I— -- -- -- —16 I 1 I 39-260-37 1 39-260-40 1 I I I I I ( I I I 1 X39-260-54 1 39-260-52 1 F 7 r 1 1 I 1 I 1 I ( 39-260-55 i 39-260-56 1 39-260-57 1 39-260-53 L L 1 I 1 1 39-260-23 1 1. REFERENCE PROJECT 1--"� I AREA ENLARGEMENT 1 I 39-260-30 39-260-18 1 39-260-24 I -- -- ([)m'MaxLe M LIY FASOIDR ?8127 1 13 34-- __ _ -- -- L2726 39-28D-22 I 34 1 I 1 I 1 1 I 1 I39-280-36 I 39-280-37 I 39-280-06 I OVERALL SITE PLAN. Q�OR SCHEMATICAL PICTORIAL ) I SCALE r - 500? 1 CA -16078; DURHAM ' LEASE AREADESCRIPTION A portion of sedan of Sections 27 and 34. Township 21 North, Range 1 East, M.D. M., Butte County, California. Beginning at a point which beare South 18'53'50' East 4311.22 feet from the Northwest comer of the aforementioned Section 27; thence from said point of beginning South 89.23'02' East 60.00 feet: thence South 0019'28' West 60.00 feel; thence North 89.23'02' West 60.00 feet; thence -North 0079'28' East 60.00 feet to the point of beginning. Together with an easement far utility purposes five feet H width the centerline of which begins at a point which beors*S 3242'50' E 7.94 from the Northeast coma of the above -described lease area and running thence N 22'09'05' E 12.39 eel more or less to an existing utility rank. Also together with on easement far utility purposes, four feet In width running from the above described lease area to existing utility service connection location. Also together with an easement far access over and ocrom the existing road serving the aforementioned lease area TITLE REPORT WAS NOT AVAILABLE AT THE TIME OF THE FIELD SURVEY. BOUNDARY SHOWN IS BASED ON MONUMENTATION FOUND AND RECORD INFORMATION. THIS IS NOT A BOUNDARY SURVEY. THIS IS A SPECIALIZED TOPOGRAPHIC MAP WITH PROPERTY LINES AND EASEMENTS BEING A GRAPHIC DEPICTION BASED ON INFORMATION GATHERED FROM VARIOUS SOURCES OF RECORD AND AVAILABLE MONUMENTATION FOUND DURING THE FIELD SURVEY. NO EASEMENTS WERE RESEARCHED OR PLATTED. PROPERTY LINES AND LINES OF TITLE WERE NOT INVESTIGATED NOR SURVEYED EXCEPT AS SHOWN ON THIS PLAN. NO PROPERTY MONUMENTS WERE SET. AMERICAN TOWER SITE SURVEY GENERAL NOTES DATE OF SURVEY: 03-17-97 LOCATED IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA BEARINGS SHOWN ARE BASED UPON MONUMENTS FOUND AND RECORD INFORMATION. THIS IS NOT A BOUNDARY SURVEY. ELEVATIONS SHOWN ON THIS PLAN ARE BASED UPON U.S.G.3. N.A.V.D. 88 DATUM. ABOVE MEAN SEA LEVEL UNLESS OTHERWISE NOTED. N.G.V.D. 1929 CORRECTION: SUBTRACT 3.01' FROM ELEVATIONS SHOWN. CONTOUR INTERVAL' N/A ' THE LATITUDE AND LONGITUDE WERE DETERMINED USING TRIMBLE PATHFINDER PRO XL G.P.S AND UTILIZING PFINDER OFFICE DIFFERENTIAL CORRECTION SOFTWARE AT THE EXISTING LIGHT POLE AS SHOWN ON PROJECT AREA ENLARGEMENT. THIS SURVEY MEETS OR EXCEEDS FAA IA ACCURACY TOLERANCES SITE NAME Q NUMBER: DURHAM/ CA -1607B SITE ADDRESS: 9160 AGAUS FRIAS RD. CHICO. CA 95928 ASSESSOR'S PARCEL NUMBER: A.P.N. 039-26D-018 CURRENT ZONING: A-40 AGRICULTURE LANDLORD(S): AMERICAN TOWER CORPORATION 9828 BUSINESS PARK DRIVE, SUITE A SACRAMENTO, CA 95827 VICINMY MAP I SCALE - N.T.S. 39-260-55 I I 8 m 100.00'? r 5.00' 1/ —77 i Vx/ (E) 60 x 60' LEASE AREA,."r--------7— I _ (E) ACCESS ROAD — / /i �•( g I ./ j 39-260-54 N89'2J'02'1g 60.00' —��� (E) 5' WIDE 39-260-18 UTORY EASEMENT III (E) UTILITY POLE 39-260-30 I ' (E) 20' ACCESS & UTILITY EASEMENT h I PROJECT AREA ENLARGEMENT. (P) 201 30' LEASE AREA (600 SO. FT.) CENTERLINE (E) LEASE AREA LAT. 3976'30.7' N NAD 83 LONG. 1223113.8' W NAD 113 LAT. 3978'31.1' NAD 27 LONG 12231'19.8' NAD 27 GRAPHIC SCALE ( IN reer 1 tech AA it.(FOR 24' : 35' PILO SCALE: r - 20' BOUBNCED DESIGN CONSULTANTS,LLC Ha 4LbowlopSallic s 1755 W Hammer Ln,Ste 12 Stockton, CA. 9520)-2900 Ph: 209-478-4601 Fax: 209.478.4631 Nextel of Califomia, Inc. db. iE. Communications 1255 TREAT BLVD. SURE 8800 WALNUT CREEK, CA. 94596 PHONE: (925) 279-2300 FAX: (925) 279-2683 DURHAM CA -1607B 9160 AGAUS FRIAS RD. CHICO, CA. 95928 CURRENT ISSUE DATE: 10.05.03 ISSUED FOR: 100% ZONING APPROVALS (FAM DATE_ ZONING: DATE_ RF ENCB(EM DAIS_ cotam ICIIOtt DATE_ TAG CNECK: DATE_ OWNER: DATE:_ PROJECT NO CA -16078 DRAWN BY I CACHU JR CHECKED BY SAL MRTZ JR. NO DATE lq-qt]F 9.23.03 IOOX ZONING SITE PLAN C-1 1st SUBMITTAL . 2nd SUBMITTAL-. FILE NAME: CA -16078 60' 60' 30'-0' ME - (D NEW 8' NICN p0➢! llIX FENCE S 5 20 S MSM 3 SnTANDS OF N LINK WRE (IYPICNG)GRAVEL) X �X K )!��( X X X X X ExIsrlRc GRAVEL ]• INx2c Hml. � O W/GDOIEXIIF FABRIC WENDED TO t' A/C UHt CONDENSATE ITE a Rod( OUTSIDE OF FENCE LINE (CF.C.L) I I _/POCKET I x . MOM PROPOSED 20'x 3C LEASE AREA (600 SO. R.) SERVICE ENTRANCE FIBERBOND 05449 11'-• x 21Y d APPLETON PLUG I TTPE 3 PREFABR1011ED EDURPIENT X SHELTER (NExTEl j 168014 I X OPS (IYP. OF 2) (P) WAVECLA1x: BRIDGE (P) u/G TELDNO E GOND. ROUTE X I TELOO PORT I I MAIN DISCON EGT I I I I X (P) U/G EL=TRICAI Corp ROUTE u I (v) TERMINAL Box Pm CURER-INIIMFR AIM. -.. . . . . . . 3WIB1200 OR EQUAL (O.F=) \ AT&T28 �1E0"xx I I X (� 60k 6O' LEASE AREA I WERENCE SHEET (v) NEkM (12) DECIBEL 51kLTER II (E) 6 SO. FT. A-2 DUAL 3 FOR D8848Rt9oE-xY (3) / ANTENNAS ADYUHH SECTORS, (1) FUTURE, (3)@ CONFIGURATION PROPOSED PER SECTOR O P� ' 92' RAD. CENIETL /- / II II I i� FI II I10UTIES ACCESERVICE H -FRAME OEM A SS EASEMENT FOR PY (POWER d TELCO) (O.F.C.L) L PPORT PIPE TtK LTBE TO:. BUILT W/ - - - J moi. - - - I m S �� X MONOPOLE CABLE RTST- I bNi TRANSFORMER MOUNTED (E) 120'-0• MONOPOLE I- X ON COAL. PFD 1� (E) ECCLARDS(�p TRANSFORMER � ( 1e GAUGE SHEET I \ X cauGAl ov�lE(�cam DITENDING TO F-1 0 MONOPOLE PORTS I \o x \ + \ x V o 0 0 z (E) ACCESS ROAD I I (E) VERQON 10•x I ki 20" EQUIPMENT SHELTER I X I (, ' + I L - = =1 EASEMENT \ / x I X „ x x x x x x x—Q—x x x x x x x� s � 817E PLAN LAYOUT 111 {_,..l nuu o nt.cu McaNun C0NSULTBHTS,LLC "tbowl SG11®s 1755 W Hammer In Ste 12 Stockton, CA. 95204-2900 Ph: 209.478-4601 Fax: 209-478.4631 Nextel of California, Inc. dbo NE r& Communications 1255 TREAT BLVD. SUITE 0800 WALNUT CREEK, CA. 94596 PHONE: (925) 279-2300 FAX: (925) 279-2683 DURHAM CA -16078 9160 AGAUS FRIAS RD. CHICO, CA. 95928 CURRENT ISSUE DATE: 10.05.03 ISSUED FOR: 100% ZONING APPROVALS LMIM- DATE:_ zomr: DATE_ RF OCKM DATE_ cmcn Ucnm DATE_ TAG Oi DATE_ OWNER DATE_ PROJECT NO CA -16078 DRAWN BY I CACHU JR CHECKED BY SAL MRTZ JR. NO DATE ISSILIF 9.23.03 100% ZONING SHEET nTLE SITE LAYOUT SIGN SCIEWILE • LEGEND SHEET NUMBER 1O FENCE ACING I MOUNTED O FENCE FACING EXTERIOR OF COMPOUND. O RED WARNING SIGN MOUNTED ON TOWER BY CUMBING LADDER. O NExTEL COMMUNICATION SIGN A-1 © EMPLOYEE NOTICE SIGN. 0 U/G TELEPHONE COND RUN -••-•-U/G ELECTRICAL COND RUN 1st SUBMITTAL: ACCESS ROAD EASEMENT (E) FENCED COMPOUND 2nd SUBMITTAL:. SCALE: 1/4• - V -O' FILE NAME: CA -16078 0■ E 70P OF MONOPOLE O 1120' AGL 2 --'ANE L ANTENNAS t�r --r- 120'-0• AGILL RADRAO CENTER I'LLpII(( �YY'111j}��1 (E) PANEL ANTENNAS 1.1-0• ACL RAO CENTER ®(P) NEXIEL (12) DECIBEL OB84BH90E-XY (2) SECTORS (3) PROPOSED FUTURE (1) PER SECTOR. 92'-0• AGL RAD CENTER (P) ANTENNA MOUNTING TO BE SIMILAR TO EXISTING SITE ANTENNA MOUNTING (E) PANEL ANTENNAS 120•-O• AGL RAD CENTER y (E) PANEL ANTENNAS 105'-0• AOL RAD CENTER (P) NEXTEL (12) DECIBEL D8848HOOE-KY (2) SECTORS (3) PROPOSED FUTURE (1) PER SECTOR 92'-0• ACL RAO CENTER E TOP OF MONOPOLE O 1120' AGL ADC a,UGHCEI DESIGN COHSULTRNTS,LLC "[bowl pSe11®s 175S W Hammer Ln Ste 12 Stockton, CA. 95204-2900 Ph: 209-478.4601 Fax: 209-478-4631 Nextel of California, Inc. dba NEUM Communications 1255 TREAT BLVD. SUITE ®Boo WALNUT CREEK, CA 94596 PHONE: (925) 279-2300 FAX: (925) 279-2683 DURHAM CA -16076 9160 AGAUS FRIAS RD. CHICO, CA. 95928 CURRENT ISSUE DATE: 10.05.03 ISSUED FOR: 100% ZONING APPROVALS Lum DATE:_ ZONING: DATE:_ RF QIC(Mt DATE:_ comm I1cmt DATE:_ TAG CHECK DATE_ (E) 120'-0• MONOPOLE owNEP: DATE:— (P) 18 GAUGE SHEET METAL DOGHOUSE COAXIAL CABLE I PROJECT NO CA -1607B (E) EQUIPMENT SHELTER (BEYOND) COVER EXTENDING 70 (E) MONOPOLE CABLE PORTT (E) UTILITIES RACK EQUIPMENT SHELTER 20 -DRAWN BY I CACHU JR (E) WAVEQUIDE BRIDGE (E) WAVECUIDE BRIDGE (P) WAVEOUIDE BRIDGE SUPPORT 2 AMP POPE TO RE BUILT W/ A (E) TRANSFORMER MOUNTED RECEPOCAL PLE7dJ H K Y MRTZ JR. DOWNWARD TILT TOWARDS (E) ON GONG PAD, SURROUNDED W/ (E) EQUIPMENT 00-3420ORS OF 2) NO DATE ISSUE MONOPOLE CABLE PORT GPS ANTENN(5) BULLARDS SHELTER 9.23.03 1008 ZONING (E) EQUIPMENT SHELTER (BEYOND) HVAC UNI15 (TMP OF 2) QUIPMENT SHELTER (E) 6'-0• HIGH CHAIN (E) UTILITIES RACK (BEYOND) LINK SLATS FENCE W/(3) STRANDS OF BARBED — - r 11 . < -3f (E) (2) 7' WIDE CHAIN LINK SATED GATES. c.,,: • tr ^ = t . WIRE (TYPICAL) V T/nNISHFD GRADE *0-% T NISHEO GRADE 30'-O•-1.- SHEET TITLE '•-'�,,'�',?1d,.�•••.--�:/ �� --7/�h'ri, ELEVATIONS & 1/ -77 DETAILS r,l. r���!��;,(l;r'!,.rir,-- �,,,,u: rill „1Ti.•;. e xOrtEl 20• WmEv.AsEAREA ' LONG LF/SE AREA NEXTEL PROPOSED 30. 2O SHEET NUMBER NEXTEL 30 • LEASE AREA (600 SO. FT.) e WEST ELEVATION I SCALE. 1/8• ■ T-0• SOUTH ELEVATION A-2 list SUBMITTAL: 2nd SUBMITTAL: SCALES 1/81 • 1'-0• FILE NAME: CA -16078 1011b► 21" 22 28 27 Yd 39-260-37 39-260-30 28 27 33 34 39-280-22 39-280-36 39-260-54 39-260-40 39-260-52 22 23 271 26 M.N. rw' SCALE C = 500' 39-260- 55 39-260 0 56 39-260-- 57 39-260-53 W X Q 39-260-23 SEE PROJECT ARE _ ENLARGEMENT 20' ACCESS & 39-260-24 _PROPOSEO UTILITY EASEMENT 39-260-18 27:.:• 26 35 34 39-280-3"' 39-280-06 0 e50 500 1000 1500 2500 A portion of Sections 27 and 34. Township 21 North, Range 1 East, M.D.M., Butte County. California. DATE OF SURVEY: 03-17-97 SURVEYED BY OR UNDER DIRECTION OF: KENNETH D. GEIL. R.C.E. 14803 LOCATED IN THE COUNTY OF BUTTE. STATE OF. CALIFORNIA BEARINGS SHOWN ARE..BASEO UPON MONUMENTS FOUND AND RECORD INFORMATION. THIS IS NOT A BOUNDARY SURVEY. NO EASEMENTS WERE RESEARCHED OR PLOTTED. PROPERTY LINES AND LINES OF TITLE WERE NOT INVESTIGATED NOR SURVEYED EXCEPT AS SHOWN ON THIS PLAN. ONLY THE APPROXIMATE LOCATION OF UNDERGROUND UTILITIES SHOWN, CONTRACTOR TO LOCATE' AND VERIFY ALL UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. I ELEVATIONS SHOWN ON THIS PIAN ARE U.S.G.S. DATUM. CONTOUR INTERVAL: N/A Z Beginning at a point which bears South 18'53'50 East 4311.22 feet from the Northwest corner of the aforementioned Section 27; thence from the point of beginning South 89'23'02' East 60.00 feet: thence South 0'19'28' West 60.00 feet; thence North 89'23'02' West 60.00 feet: thence North 00'19'29' East 60.00 feet to the point of beginning. un �. TOGETHER WITH on easement.for ingress and egress. twenty feet in width, lying Southerly and Easterly of the following described line: Beginning at a point on the East boundary of the County Road running between Sections 33 and 34. Township 21 North, Range 1 East, M.D.M., 345.82 feet South of the North line of said Section 34; thence Easterly and parallel to the North line of said Section �r 34, 1320 feet more or less. to the West line of the Northeast quarter of the Northwest quarter of said Section 34; thence Northerly along said West line 345.82 feet to a point on the North line of said Section 34; thence Northerly, in a direct line, for a distance — of 1200.6 feet; thence South 89'19'25 East 94 feet more or less to a point on the West boundary of the above described lease — — area. ALSO TOGETHER WITH on easement for utility purposes, four feet in width running from the .above described lease area to an existing utility service connection location. N APPROVED Pv ette ISam I S 69.27102' E 60.00' N VICINITY MA v SITE art wn. vs M.N. _lye_ SCALE 1" = 20' CENTERLINE LEASE AREA 39'38'30.7' N NAD 83 121'51'23.8' W NAD 83 39'38'31.1' NAD 27 121'51'19.8' NAD 27 environmental Health O C T 2 3.2001 Chico, Califomia. 0 10 20 .O d PROJECT AREA ENLARGEMENT Geil Engineering• .. . 1226 High Street Auburn, California 95603 phone: (916) 885-0426 fax: (916) 823-1309 A.T.& T. Wireless Services Project Number: Drawn By: D.. GEIL Checked 8 K. CEIL No. Date Issue t 00 -09-01 M.aa i.asa Z ' 105-2]-01 wsN i.as. ar.o -_ APPROVALS DAYTON II Cellular Site FORTIER RANCH BUTTE COUNTY CALIFORNIA SACRAMENTO CELLULAR TELEPHONE 10030 GOETHE ROAD SACRAMENTO. CA 95827 SHEET TITLE PLOT PLAN AND SITE TOPOGRAPHY SHEET NJ18ER , i i i' EXOTHERMIC WELD (THERMOWELD OR EQUIVALENT) TO FENCE �. POST. TYPICAL E44 ASF i i i' PROVIDE #2 TINNED 'BCW GROUNDING TAILS, CADWELD TO SITE RING & STU STUB INTO FUTURE SHELTER LEASE AREA, TYP. OF (2) PER SHELTER LOCATION. TO BE / USED @ FUTURE SHELTERS. Gr i , f \ / v GROUND ROD � �;' � �`,` G (TYPICAL) If Ifil- D ' G - NEW #2 SOLID, BARE, TINNED COPPER GROUND RING 30" BELOW GRADE AND 24" AWAY NEW 60' x 60' FENCED ` COMPOUND STUB UP 2" ELECT. & 3" TELCO` CONDUITS. CUT CAP & INSTALL FULL LENGTH PULL ROPES, FOR FUTURE `'• SHELTERS AS SHOWN. TYP. OF (2) FUTURE'-.. SHELTER LOCATIONS. VERIFY W/VERIZON AND AND AT& T WHERE CONDUITS STUB UP. \' \ AGROUND ROD AT 14" O.C. TYP. WHICHEVER IS LESS./ I }G � .-. 1 \ FROM MONOPOLE FOUNDATION I / NEW ±120' MONOPOLE / 2"PVC SCH 40 UNDERGROUND / FOR FAA REQUIRED LIGHTS., / RUN TO COAXIAL LADDER. (7 E-4 EXOTHERMIC WELD (THERMOWELD OR EQUIVALENT) TO GATE POST TYPICAL. T SITE GROUNDING PLAN .,lvironmentatealtra ., .,ICo, Ca'ltomia -NEW UNDERGROUND UTILITY LINES. VERIFY EXACT REQUIREMENTS IN FIELD WITH SERVING UTILITY COMPANY PRIOR TO CONSTRUCTION. @G 1 E-1 E-2 NEW 5'-0" WIDE. ACCESS EAStMENT FOR UNDERGROUND — UTILITY•`EjERVICE r EXOTHERMIC WELD':CONNECTION 4 (THERMOWELD OR`EQUIVALENT). E-4 \ TYPICAL. ' f NEW .'#2 SOLID, BARE, TINNED COPPER GROUNDING CQhDUCTOR (TY013AL) SERVICE ENTRANCE GROUND 1 \ \ PER CODE,:' i -:TEES-T,�WELL E-4 : t NEW UTILITY SERVICE 1 \ PEDESTAL E_2 \ i NEW 2Q%=0" WIDE ACCESS/ �!1. UTILIT�' EASEMENT FOR \ UNDI<•RGROUND UTILITY SERVICE -- vpvulvu Ttvv 6 ,(TYPICAL) i E-4 to 0w0, x 100, is E = 6�. V-AREA 1 �rrA i \ jAm=Fu4cjum TOWER 9828 Business Park Drive Suite A Sacramento, CA 95827 TEL: (916) 765-2489 FAX (916) 364-8334 CONTACT: JILL MUNIZ THESE ORAWtNCS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS Of SERVICE. ARE THE EXCLUSK PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUIILICATION SHAUL.eE RESTRICTED TO THE ORIGINAL SITE FOR WHICH 40 ARE PREPARED. REUSE. REPRODUCTION OR PUTAXATION BY ANY METHOD. IN WHOLE OR IN PART. IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMEWAN TOWERCORPORATION TITLE TO THESE PLANS AND/DR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOU1 PREA ONCE AND YISLIAL CONTACT WITH . THEM SIIAu CONSTITUTE PRIMA FACE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 0 j. tee b Ck R ngNnn 3620 LICOSU LN MAY, ITE 2 auburn CO(IFornln 95602 Contact Todd Peek 0 <530) 886-0750-C 9627 REVISION DESCRIPTION BY DATE REV 90% CO'S JMR 8-23-01• IOOS CD'S JMR 8-28-01 SITE NUMBER: 41734 SITE NAME: DAYTON SITE ADDRESS: 9160 AGAUS FRIAS RD. CHICO. CA 95928 STAMP HERE NAME Y: AJ.E.N: ft 7-8-99O: JOB \ environmental Health \ OCT Z 32001 Chico, California! 1' 4' 8, 11 0 5'-6" SCALE: 3/16"=I' -O" (FOR 24" X 36" PLOT) SCALE: 3/32"= I'-0• (FOR 11" X 17" PLOT) jAm=Fu4cjum TOWER 9828 Business Park Drive Suite A Sacramento, CA 95827 TEL: (916) 765-2489 FAX (916) 364-8334 CONTACT: JILL MUNIZ THESE ORAWtNCS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS Of SERVICE. ARE THE EXCLUSK PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUIILICATION SHAUL.eE RESTRICTED TO THE ORIGINAL SITE FOR WHICH 40 ARE PREPARED. REUSE. REPRODUCTION OR PUTAXATION BY ANY METHOD. IN WHOLE OR IN PART. IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMEWAN TOWERCORPORATION TITLE TO THESE PLANS AND/DR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOU1 PREA ONCE AND YISLIAL CONTACT WITH . THEM SIIAu CONSTITUTE PRIMA FACE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 0 j. tee b Ck R ngNnn 3620 LICOSU LN MAY, ITE 2 auburn CO(IFornln 95602 Contact Todd Peek 0 <530) 886-0750-C 9627 REVISION DESCRIPTION BY DATE REV 90% CO'S JMR 8-23-01• IOOS CD'S JMR 8-28-01 SITE NUMBER: 41734 SITE NAME: DAYTON SITE ADDRESS: 9160 AGAUS FRIAS RD. CHICO. CA 95928 STAMP HERE NAME Y: AJ.E.N: ft 7-8-99O: JOB SHEET TITLE SITE ELECTRICAL & GROUNDING PLAN SHEET NUMBER: I REV. A TOWwmR / VT i SITE NAME: DAYTON SITE NUMBER: �s reuer-�,*,�� U ces APPRO V k ,.•- OWNER'S AGENT APPRO' Y ATC CONSTRUCTION COI ATC APPROVAL i k ,�• �'; `.� � �'� r } � cs :. �' <�. . '� '�* rid,. �* ���t ,� r•.: t``, t� r {�`-.. of ";t +r�a?i�;a ,�,','t* ,r.' t' Y �� yam. N ` � �.;, � � r � �:'�•L �. � , y,,' .� , ill, 77 772 s, S o ' CORPORATION lid 9828 Business Park Drive Suite A Sacramento, CA 95827 TEL: (916) 765-2489 am FAX (916) 364-8334 ETCONTACT: JILL MUNIZ �I APPROVED Development Plan THESE DRAWINGS AND/OR THE ACCOMPANYING DATE SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN C 0 R PO R A T I 0 1 b ' USE PERMIT --VARIANCE TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE R U�7pl_ANNING p ADM'PERMIT ORIGINAL SITE FOR WHICH THEY ARE PREPARED. MING REUSE, REPRODUCTION OR PUBLICATION BY ANY COMMISS. METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN PROJECT DESCRIPTION:DIRECTOR OF rICES TOWER CORPORATION TITLE TO THESE DEVELOPMENT SER\ PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM MONOPOLE SHALL CONSTITUTE PRIMA FACIE EVIDENCE PROPOSED 120' OF ACCEPTANCE OF. -THESE RESTRICTIONS. IN A RAW LAND LEASE AREA i i ❑ .lee louckinghaM DIG ALERT: alrc hntec t UNDERGROUND UTILITIES PRIOR- TO � DIGGING: y, .w. I362o LIcoLN WAY, SUITE 20 CALL FOR U N DE auburn ea l 1 fore I a 95602 Contact: Todd Peek EMERGENCY: ❑ c s3o> 886-0750 —C 9627 CALL 911 REVISION N0, DESCRIPTION BY DATE Q 907. ZD'S TAP 6-5-01 0 0 L� SITE NUMBER: 41734 SITE NAME: DAYTON SITE ADDRESS: SITE NAME: PROPERTY OWNER: SHEET NUMBER: DESCRIPTION: DAYTON STAN FORTIER FAMILY TRUST 9160 AGAUS FRIAS RD. ARCHITECTURAL: CHICO, CA 95928 SITE NUMBER: 9160 AGAUS FRIAS RD. T-1 TITLE SHEET, VICINITY. MAP do CHICO, CA 9592E GENERAL INFORMATION C-1 SURVEY 41734 STAMP HERE: SITE ADDRESS: A-1 SITE PUN 9160 AGAUS FRIAS RD. A-2 ELEVATION VIEW CHICO, CA 95928 APPLICANT BUILDING INFO: A-3 COMPOUND FENCE DETAIL AMERICAN TOWER CORPORATION A-4 ABBREVIATIONS AND ACCESS 9828 Business Park Drive Suite A ROAD DETAILS Sacramento, CA 95827 TEL: 916 765-2489 FAX (916) 364-8334 CONTACT: JILL MUNIZ PROJECT DESCRIPTION: ELECTRICAL: AN UNMANNED RADIO TELECOMMUNICATIONS FACILITY DRAWN BY: CONSISTING OFA 120' MONOPOLE E-1 ONE LINE DIAGRAM (SCHEMATIC) IN A RAW LAND LEASE AREA , CHECKED BY: TAP ADA COMPLIANCE: DATE DRAWN: 6-5-01 FACULTY IS UNMANNED AND NOT SCR JOB N0: FOR HUMAN HABITATION SHEET TITLE: PROJECT DATA: TITLE SHEET, ZONING TAX PARCEL NUMBER :039-260-18 VICINITY MAP TYPE OF CONSTRUCTION :5—N (NON—COMBUSTIBLE) E-6 ELECTRICAL DETAILS AND GENERAL TYPE OF OCCUPANCY : U-2 UNIFORM BUILDING CODE :1998 LEASE AREA : 3600 SF. INFORMATION GEOGRAPHIC COORDINATES: LATITUDE: 39'38`30.70" LONGITUDE: 121'51'23.8" 1A GROUND ELEVATION: SHEET NUMBER: REV. # PROJECT SUMMARY SHEET INDEX T-1 rED JUN 11 2001 BUTTE COUNTY PLANNING DIVISION ARCHITECT: j I buckingham architect 13620 Lincoln Way SUITE 200 (PROJECT MANAGER) Auburn, Ca 95603 TEL:(530) 886-0750 CONTACT: TODD PEEK FAX: 530 886-0740 SURVEYOR: GEIL ENGINEERING 1226 HIGH STREET AUBURN, CA 95603 TEL: (530),885-0426 SOIL ENGINEER: STRUCTURAL ENGINEER: N/A UTILITIES: POWER COMPANY: COMPANY NAME: PG&E CONTACT: — TEL: -- — FAX: — — TELEPHONE COMPANY: COMPANY NAME: PACIFIC BELL CONTACT: TEL: - - FAX: — CONSULTING TEAM s -w SPECS. & GENERAL NOTES E-2 ELECTRICAL SITE PUN E-3 SITE GROUNDING PUN E-4 I ELECTRICAL DETAILS E-5 vY.N. Ir,r .. SP -1 SPECIFICATIONS SP -2 0 Y SPECIFICATIONS OWEN CHICO EMMA Z 0 ORD FERRY DURHAM4DAYTON ROAD �t TO HWY. 99 J DAYTON WEST o DAYTON KAILVA 0 VICINITY MAP ` SITE N.T.S. _... T7Tr`IT-ATTM" X7 A X A CORPORATION lid 9828 Business Park Drive Suite A Sacramento, CA 95827 TEL: (916) 765-2489 am FAX (916) 364-8334 ETCONTACT: JILL MUNIZ �I APPROVED Development Plan THESE DRAWINGS AND/OR THE ACCOMPANYING DATE SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN C 0 R PO R A T I 0 1 b ' USE PERMIT --VARIANCE TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE R U�7pl_ANNING p ADM'PERMIT ORIGINAL SITE FOR WHICH THEY ARE PREPARED. MING REUSE, REPRODUCTION OR PUBLICATION BY ANY COMMISS. METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN PROJECT DESCRIPTION:DIRECTOR OF rICES TOWER CORPORATION TITLE TO THESE DEVELOPMENT SER\ PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM MONOPOLE SHALL CONSTITUTE PRIMA FACIE EVIDENCE PROPOSED 120' OF ACCEPTANCE OF. -THESE RESTRICTIONS. IN A RAW LAND LEASE AREA i i ❑ .lee louckinghaM DIG ALERT: alrc hntec t UNDERGROUND UTILITIES PRIOR- TO � DIGGING: y, .w. I362o LIcoLN WAY, SUITE 20 CALL FOR U N DE auburn ea l 1 fore I a 95602 Contact: Todd Peek EMERGENCY: ❑ c s3o> 886-0750 —C 9627 CALL 911 REVISION N0, DESCRIPTION BY DATE Q 907. ZD'S TAP 6-5-01 0 0 L� SITE NUMBER: 41734 SITE NAME: DAYTON SITE ADDRESS: SITE NAME: PROPERTY OWNER: SHEET NUMBER: DESCRIPTION: DAYTON STAN FORTIER FAMILY TRUST 9160 AGAUS FRIAS RD. ARCHITECTURAL: CHICO, CA 95928 SITE NUMBER: 9160 AGAUS FRIAS RD. T-1 TITLE SHEET, VICINITY. MAP do CHICO, CA 9592E GENERAL INFORMATION C-1 SURVEY 41734 STAMP HERE: SITE ADDRESS: A-1 SITE PUN 9160 AGAUS FRIAS RD. A-2 ELEVATION VIEW CHICO, CA 95928 APPLICANT BUILDING INFO: A-3 COMPOUND FENCE DETAIL AMERICAN TOWER CORPORATION A-4 ABBREVIATIONS AND ACCESS 9828 Business Park Drive Suite A ROAD DETAILS Sacramento, CA 95827 TEL: 916 765-2489 FAX (916) 364-8334 CONTACT: JILL MUNIZ PROJECT DESCRIPTION: ELECTRICAL: AN UNMANNED RADIO TELECOMMUNICATIONS FACILITY DRAWN BY: CONSISTING OFA 120' MONOPOLE E-1 ONE LINE DIAGRAM (SCHEMATIC) IN A RAW LAND LEASE AREA , CHECKED BY: TAP ADA COMPLIANCE: DATE DRAWN: 6-5-01 FACULTY IS UNMANNED AND NOT SCR JOB N0: FOR HUMAN HABITATION SHEET TITLE: PROJECT DATA: TITLE SHEET, ZONING TAX PARCEL NUMBER :039-260-18 VICINITY MAP TYPE OF CONSTRUCTION :5—N (NON—COMBUSTIBLE) E-6 ELECTRICAL DETAILS AND GENERAL TYPE OF OCCUPANCY : U-2 UNIFORM BUILDING CODE :1998 LEASE AREA : 3600 SF. INFORMATION GEOGRAPHIC COORDINATES: LATITUDE: 39'38`30.70" LONGITUDE: 121'51'23.8" 1A GROUND ELEVATION: SHEET NUMBER: REV. # PROJECT SUMMARY SHEET INDEX T-1 rED JUN 11 2001 BUTTE COUNTY PLANNING DIVISION ARCHITECT: j I buckingham architect 13620 Lincoln Way SUITE 200 (PROJECT MANAGER) Auburn, Ca 95603 TEL:(530) 886-0750 CONTACT: TODD PEEK FAX: 530 886-0740 SURVEYOR: GEIL ENGINEERING 1226 HIGH STREET AUBURN, CA 95603 TEL: (530),885-0426 SOIL ENGINEER: STRUCTURAL ENGINEER: N/A UTILITIES: POWER COMPANY: COMPANY NAME: PG&E CONTACT: — TEL: -- — FAX: — — TELEPHONE COMPANY: COMPANY NAME: PACIFIC BELL CONTACT: TEL: - - FAX: — CONSULTING TEAM i s -w SPECS. & GENERAL NOTES E-2 ELECTRICAL SITE PUN E-3 SITE GROUNDING PUN E-4 I ELECTRICAL DETAILS E-5 ELECTRICAL DETAILS SPECIFICATIONS SP -1 SPECIFICATIONS SP -2 SPECIFICATIONS SP -3 SPECIFICATIONS i s 21 22 revised lease area 2 05-23-01 revised lease area 4 022 23 80 �.N. 27 27 28 26 ' M.N. • • OWEN _ DATE OF SURVEY: 03-17-97 CHICO 1 T30' SURVEYED BY OR UNDER DIRECTION OF: KENNETH D. 39-260-3739-260-40 GEIL, R.C.E. 14803 ` E""""A LOCATED IN THE COUNTY OF BUTTE, STATE OF Z " CALIFORNIA BEARINGS SHOWN ARE BASED UPON MONUMENTS FOUND ORD FERRY DURHAM DAYTON ROAD AND RECORD INFORMATION. THIS IS NOT A BOUNDARY \G,fi TO HWY. 99 SCALE 1 = 500 SURVEY. � J DAYTON WEST 1 W O NO EASEMENTS WERE RESEARCHED OR PLOTTED. DAYTON PROPERTY LINES AND LINES OF TITLE WERE NOT Ially� INVESTIGATED NOR SURVEYED EXCEPT AS SHOWN ON a THIS PLAN, ONLY THE APPROXIMATE LOCATION OF UNDERGROUND UTILITIES SHOWN, CONTRACTOR TO LOCATE 39-260-52 AND VERIFY ALL UTILITIES PRIOR TO COMMENCEMENT OF VICINITY MAP SITE ,39-260-54 CONSTRUCTION. N.T.S. ELEVATIONS SHOWN ON THIS PLAN ARE U.S.G.S. DATUM. CONTOUR INTERVAL: N/A Un Q 39-260 55 39-260 p LL_ 56 39-260ry < 57 39-260-53 Q W (� V � / /� RER.CSRLIKEKIN WEST FACE ELECT. POLE ELEV: 140.81 US.C.S. DATU4 M.N. Q �ROr. LINE 17'30' F– GUY WIRE P-PaE 39-260-23 SEE PROJECT ARE 39-260-30 ENLARGEMENT SCALE 1" = 20' PROPOSED 20' ACCESS 39-260-24 UTILITY EASEMENT W Z 39-260-18 28 27 27 26 34 39-280-22 ' ° 34 �`. 33 35 100.00 39 — 280— 3-11 39-280-06 CENTERLINE LEASE AREA 39-280-36 39'38'30.7" N NAD 83 S 89.23'02" E 60.00' 121'51'23.8" W NAD 83 39'38'31.1 " NAD 27 0 250 500 1000 1500 2500 100.00 121'51' 19.8" NAD 27 OVERHEAD ELECTRICAL(E) � C tC O CID � s P POSED W CQ LEASE AREA co v� O CQ - O O O A portion of Sections 27 and 34, Township 21 North, Range 1 East, M.D.M., Butte County, California. Beginning at a point which bears South 18'53'50" East 4311.22 feet from the Northwest corner of the aforementioned Section 27; L PROP. thence from the point of beginning South 89'23'02" East 60.00 feet; thence South 0'19'28" West 60.00 feet; thence North 89'23'02" 4DS MENT N 89.23'02" W 60.00' West 60.00 feet; thence North 00' 1929" East 60.00 feet to the point of beginning. C.L. PROW. 20' ACCESS UTIL. ESMIT. I TOGETHER WITH an easement for ingress and egress, twenty feet in width, lying Southerly and Easterly of the following described line: point on the East boundary of the Count Road running between Sections 33 and 34, Township 21 North, Range 1 Beginning ata p y Y 9 345.82 feet South the North line of said Section 34; thence Easterly and parallel to the North line of said Section; East, M.D.M., of WT 34, 1320 feet more or less, to the West line of the Northeast quarter of the Northwest quarter of said Section 34; thence Northerly along said West line 345.82 feet to a point on the North line of said Section 34; thence Northerly, in a direct line, for a distance of 1200.6 feet; thence South 89'19'25" East 94 feet more or less to a point on the West boundary of the above described lease area. ALSO TOGETHER WITH on easement for utility purposes, four feet in width running from the above described lease area to an existing utility service connection location. C.L. PROP. 4' UTIL. ESMT. Geil Engineering 1226 High Street Auburn, California 95603 phone: (916) 8815-0426 fax: (916) 823-1309 A*'I'*&, TO Wireless Services. Project Number. Drown By: D. GEIL Checked B K. GEIL No. Date Issue 1 01-09-01 revised lease area 2 05-23-01 revised lease area APPROVALS DAYTON II Cellular Site FORTIER RANCH BUTTE COUNTY CALIFORNIA SACRAMENTO CELLULAR TELEPHONE 10030 GOETHE ROAD SACRAMENTO, CA 95827 SHEET TITLE PLOT PLAN AND SITE TOPOGRAPHY SHEET NUMBER I O 10 20 40 60 PROJECT AREA ENLARGEMENT 0 4 Y Amamc'Ajm Tclllllli/ MR. • CORPORATION 9828 Business Park Drive Solite A Sacramento, CA 95827 TEL: (916) 765-2489 FAX (916) 364-8334 CONTACT: JILL MUNIZ THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN .WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. J. tee buck i nghaxm 13620 LICOLN WAY, SUITE 20 auburn catifornia 95602 Contact: Todd Peek 0<530) 886-0750 C 9627 REVISION NO, DESCRIPTION BY DATE Al 907: ZD'S TAP 6-5-01 A 0 A 0 SITE NUMBER:. 41734 SITE NAME: DAYTON SITE ADDRESS: 9160 AGAUS FRIAS RD. CHICO, CA 95928 STAMP HERE: DRAWN BY: CHECKED BY: TAP DATE DRAWN: 6-5-01 SCR JOB N0: SHEET TITLE: ENLARGED SITE OVERALL SITE SHEET NUMBER: REV. # A -i TOP OF PROPOSED SELF TOP OF NEW 5' LIGHTNING ROD 125' AGL. TOP OF PROPOSED SELF 9828 Business Park Drive Suite A TOP OF NEW 5' LIGHTNING - TEL: (916) 765-2489 SUPPORT MONOPOLE CONTACT: JILL MUNIZ SUPPORT MONOPOLE SPECIFICATION AS INSTRUMENTS OF SERVICE, ROD 125' AGL. TOWER CORPORATION AND THEIR USE AND RAD CENTER OF 12 PANEL ORIGINAL SITE FOR WHICH THEY ARE PREPARED. L RAD CENTER OF 12 PANEL METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE ANTENNA AT 120' HEIGHT WITH AMERICAN TOWER CORPORATION WITHOUT ANTENNA AT 120' HEIGHT SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. AT & T WIRELESS air'chitect AT & T WIRELESS auburn california 95602 Contact-. Todd Peek 0<530) 886-0750 C 9627 REVISION TOP OF SELF SUPPORTING 1 90% ZD'S TAP 6-5-01 SITE NUMBER: TOP OF SELF SUPPORTING SITE NAME: DAYTON MONOPOLE 9160 AGAUS FRIAS RID. CHICO, CA 95928 MONOPOLE IL DRAWN BY: ± 120' A.G.L. TAP DATE DRAWN: ± 120' A.G.L. SCR JOB NO: dkRAD CENTER OF (12) PANEL ANTENNA SHEET TITLE: J14RAD CENTER OF (12) PANEL ANTENNA SHEET NUMBER: REV. # MOUNT AT 105' ABOVE GRADE LEVEL 1' MOUNT AT 105' ABOVE GRADE LEVEL VERIZON WIRELESS VERIZON WIRELESS -TA NEW 120' SELF SUPPORTING NEW 120' SELF SUPPORTING MONOPOLE (O.F.C.I.) MONOPOLE (O.F.C.I.) _ AT & T EQUIPMENT SHELTER BEYOND VERIZON EQUIPMENT VERIZON EQUIPMENT SHELTER BEYOND SHELTER BEYOND NEW UTILITY SERVICE PEDESTAL (O.F.C.I.) CHAIN LINK FENCE CHAIN LINK FENCE W/ DARK BROWN PRIVACY SLATS (TYP I CAL) Fill €3 ,_.. FINISHED GRADE o O Lam► - - FINISHED GRADE ±0'-0" NEW SELF SUPPORTING NEW SELF SUPPORTING .MONOPOLE MONOPOLE NEW UTILITY SERVICE FOUNDATION (C.F.C.I.) FOUNDATION (C.F.C.i.) PEDESTAL (O.F.C.I.) SOUTH ELEVATION SCALE 1/8" = 1'-0" 2 WEST ELEVATION SCALE 1/8 = 1'-O" / 1 1 1 TOWER. CORPORATION 9828 Business Park Drive Suite A Sacramento, CA 95827 TEL: (916) 765-2489 FAX (916) 364-8334 CONTACT: JILL MUNIZ THESE DRAWINGS AND/OR THE ACCOMPANYING TOWER. CORPORATION 9828 Business Park Drive Suite A Sacramento, CA 95827 TEL: (916) 765-2489 FAX (916) 364-8334 CONTACT: JILL MUNIZ THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. J. lee buck i nghCXm air'chitect 13620 LICOLN WAY, SUITE 20 auburn california 95602 Contact-. Todd Peek 0<530) 886-0750 C 9627 REVISION NO. DESCRIPTION BY DATE 1 90% ZD'S TAP 6-5-01 SITE NUMBER: 41734 SITE NAME: DAYTON SITE ADDRESS: 9160 AGAUS FRIAS RID. CHICO, CA 95928 STAMP HERE: DRAWN BY: CHECKED BY: TAP DATE DRAWN: 6-5-01 SCR JOB NO: SHEET TITLE: EXT. ELEVATIONS SHEET NUMBER: REV. # A-2 SHEET NUMBER DESCRIPTION - REV T1 TITLE SHEET CONTACT: ERIC CAMP G1 GENERAL NOTES l Al OVERALL SITE PLAN 1 A2 ENLARGED SITE PLAN & ANTENNA LAYOUTS 1 A3 SITE ELEVATIONS 1 A4 DETAILS l A5 DETAILS 1 E1 GROUNDING DETAILS AND ELECTRICAL NOTES 1 N/ A AP NUMBER: 39-260-18 HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED. ISSUED FOR: .SHEET INDEX CONSTRUCTION 9160 AGUAS FRIAS ROAD CHICO, CA 95628 MONOPOLE / SHELTER APPLICANT: AT&T WIRELESS SERVICES 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 APPLICANT AGENT: STRATEGIC REAL ESTATE SERVICES, INC FOR GENERAL DYNAMICS WIRELESS SERVICES 10370 OLD PLACERVILLE ROAD #106 SACRAMENTO, CA 95827 CONTACT: DAVID FEIN PHONE: 916-857-1350 FAX: 916-857-1352 ARCHITECT: KDC ARCHITECTS ENGINEERS P.C. 4720 200TH STREET SW, SUITE #200 LYNNWOOD, WA 98036 CONTACT: ERIC CAMP PHONE: 425-670-8651 FAX: 425-712-0846 ELECTRICAL ENGINEER: KDC ARCHITECTS ENGINEERS P.C. 4720 200TH STREET SW, SUITE #200 LYNNWOOD, WA 98036 10/14/2004 CONTACT: ERIC CAMP PHONE: 425-670-8651 FAX: 425-712-0846 PROPERTY INFORMATION SITE TYPE: MONOPOLE / SHELTER OWNER: AMERICAN TOWER SITE #82517 9828 BUSINESS PSRK DR, SUITE A SACRAMENTO, CA 95827 CONTACT: BASIL RUDNICK 00 PHONE: 916-769-7400 ZONING: TELECOMMUNICATIONS FACILITY ZONING JURISDICTION: FRESNO COUNTY AREA OF CONSTRUCTION: N/ A AP NUMBER: 39-260-18 HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED. PROPERTY LINE SAFETY SWITCH PANEL BOARD —E—IE—E— ELECTRICAL SERVICE - OM ELECTRIC METER T T TELCO SERVICE ELECTRICAL WIRING (TURNING UP) GND GROUNDING ®�� ELECTRICAL WIRING (TURNING DOWN) D BACKBOARD OHC OVERHEAD CONDUIT ,} [N] NEW RECEPTACLE SPECIAL [E] EXISTING RECEPTACLE QUADRAPLEX 2 DETAIL REFERENCE RECEPTACLE A-2 SYMBOL MASTER GROUND BAR SMOKE 1 ELEVATION REFERENCE S� DETECTOR A-2 SYMBOL GROUND ATTACHMENT Imm THIS PROPOSAL IS FOR THE MODIFICATION OF AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY, CONSISTING OF REMOVING/REPLACING EXISTING GSM 1900 ANTENNAS„ (1) PER SECTOR, (3) TOTAL, WITH A NEW DBDP ANTENNA. NEW COAX ROUTE TO EXISTING EQUIPMENT CABINETS BELOW. PROJECT SUMMARY DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. GENERAL CONTRACTOR NOTES 1 ,r EOro w, "t . ... . ...... ... ,F SITE VICINITY MAP FROM SACRAMENTO METROPOLITAN AIRPORT Merge onto 1-5 (East) 2.2 mi At 1-5 SR -70 Exit, turrn off onto Ramp 0.9 mi Merge onto SR -70 [SP, -99] (North) 33.7 mi Turn RIGHT (East) onto SR -20 [SR -70] 0.5 mi Continue (North) on SR -70 [B St] 31.6 mi At SR -70 SR -149 Exit, turn off onto Ramp 0.2 mi Merge onto SR -149 (\Vest) 4.5 mi Turn RIGHT (North) onto SR -99 1.9 mi Turn off onto Ramp 0.1 mi Turn LEFT (West) onto Durham Pentz Hwy 0.1 mi Continue (West) on Durham Dayton Hwy [Durham Rentz Rd] 8.2 mi Turn LEFT (South) onto Aguas Frias Rd 0.8 mi Arrive 9160 Aguas Friars Rd, Chico, CA 95928 .� ew 7 T / BMTE COL 1 ,­� OWIL N G DEPART'1 ibl!'k R 0 V r ORIVING DIRECTIONS`�/4,�_L_p �r\i�r���1�1►IKyK4AiMlIIf] 0b 0016 DAYTON 9160 AGUAS FRIAS ROAD CHICO, CA 95628 MONOPOLE/SHELTER ISSUED FOR: CONSTRUCTION —RI=\/ •—fIATF• f1Fcr�oioTinr.i. Qv.— —PLANS 10/05/2004 ISSUE 90% 10/14/2004 ISSUE CONS El El 13 1 1 —PLANS PHEPAKEU BY: El El 13 1 1 Architects — !Engineers, P.C. 00 n I I 4720 SW LYNNWOOD,HWATREIET 918036 ' SUITE 200 KDC PHONE: (425) 670-E651 FAX: (425; 712-0IE46 GENERAL DYNAMICS WIRELESS SERVICES 2377 GOLD MEADOW WAY GOLD RIVER, CA 95670 DRAWN BY:—CHK.: APV.: LCN JMG EJC -LICENSURE: USED ARC/y, v�TSO KEN \ H D CAMP; Ar IUb. C018509 Ren. 0-31-2005 10/14/2004 �r OF CALXF��� :ET TITLE: TITLE SHEET Z�2121110=11,11mliffim-0 iav��uu�� --damalb.. -rmujt_k..I meVKMHIIVIV: C016 DAYTON 9160 AGUAS FRIAS ROAD CHICO, CA 95628 MONOPOLE/SHELTER -ISSUED FOR: CONSTRUCTION -Q��i •-nnTC• n�Cr`L?IDTIlln1• RV• p A GENERAL NOTES: 1. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE: 2. THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITAT. (NO HANDICAP ACCESS IS REQUIRED). 3. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH. 4. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL. 5. CONTRACTOR WILL PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, SAFETY EQUIPMENT, TRANSPORTATION AND SERVICES NECESSARY TO COMPLETE ALL THE WORK OUTLINED IN THE DRAWINGS, SPECIFICATIONS, SCOPES OF WORK, BILL OF MATERIALS, AND ANY OTHER DOCUMENT ISSUED BY GENERAL DYNAMICS AND AWS. 6. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND SAFETY REGULATIONS, ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY COMPANIES REGULATIONS AND DIRECTIVES. 7. ALL MATERIALS SUPPLIED BY THE OWNER, OWNER'S REPRESENTATIVE, AND THE CONTRACTOR, SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND NATIONAL CODES, LAWS, ORDINANCES, REGULATIONS AND AS PER MANUFACTURER'S RECOMMENDATIONS. 8. ANY CONTRACTOR SUBMITTING BIDS ON ANY OF THE WORK IS REQUIRED TO VISIT EACH SITE PRIOR TO THE BID SUBMITTAL AND FAMILIARIZE HIMSELF/ HERSELF WITH THE EXISTING CONDITIONS AND UNDERSTAND THE SCOPE OF THE WORK INTENDED FOR THE PROJECT. THIS WILL BE PERFORMED AT THE CONTIRACTOR'S EXPENSE. 9. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO GENERAL DYNAMICS PRIOR TO COMMENCING THE RELATED WORK, ANY MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 10. ALL SITES SHALL BE KEPT CLEAN AND FREE OF DEBRIS ON A DAILY BASIS. ALL TRASH AND MATERIALS NO LONGER BEING USED AT THE SITE MUST BE REMOVED AND PROPERLY DISPOSED OF ON A DAILY BASIS. 11. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK AT THE SITE PRIOR TO A NOTICE TO PROCEED (NTP) BEING ISSUED AND A PRE -CONSTRUCTION MEETING AT THE SITE HAVING TAKEN PLACE. 12. ALL WORK AND MATERIALS FURNISHED BY THE CONTRACTOR SHALL HAVE A WRITTEN ONE-YEAR WARRANTY STARTING AT THE ACCEPTANCE OF THE SITE FROM THE SITE OWNER. 13. THE CONTRACTOR SHALL HAVE A DESIGNATED MANAGER ON SITE AT ALL TIMES THAT ANY WORK IS BEING PERFORMED. A SUBCONTRACTOR IS NOT DEFINED AS BEING A DESIGNATED MANAGER. 14. THE SUCCESSFUL CONTRACTOR SHALL PROVIDE A SCHEDULE, LIST OF ALL SUBCONTRACTORS WITH ADDRESSES, CELL PHONE NUMBERS AND HOME PHONE NUMBERS, VERIFICATION OF INSURANCE, ANY AND ALL PERTINENT LICENSES, AND AN ACCURATE SCHEDULE FOR THE PROJECT PRIOR TO THE ISSUANCE OF A NTP. 15. THE CONTRACTOR IS TO KEEP A COMPLETE AND ACCURATE SET OF DRAWINGS, SPECIFICATIONS, SCOPE OF WORI<, AND A BILL OF MATERIAL ON SITE AT ALL TIMES. THIS WILL BE REFERENCED AS THE AS -BUILT DRAWINGS AND MUST BE KEPT CURRENT ON ON DAILY BASIS. THIS IS IN ADDITION TO THE PERMIT SET. 16. A NEW AND CLEAN SET OF CONTRACT DOCUMENTS WILL BE USED TO TRANSFER THE INFORMATION FROM THE FIELD COPY OF THE AS -BUILT DRAWINGS TO A NEW COPY. THIS NEEDS TO BE SUBMITTED TO GENERAL DYNAMICS WITH THE CLOSE OUT DOCUMENTS. 17. ON ANY CO -LOCATION SITE, THE CONTRACTOR AND ALL ASSIGNS ARE NOT TO USE EXISTING POWER OR TAMPER WITH ANY EQUIPMENT BELONGING TO ANY OTHER CARRIER. FAILURE TO ADHERE TO THIS WILL CAUSE IMMEDIATE DISMISSAL OF THE T CONTRACTOR FROM THE PROJECT. 18. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS AND TESTING REQUIRED FOR EACH PROJECT. A 24-HOUR NOTIFICATION TO GENERAL DYNAMICS IS REQUIRED FOR ALL INSPECTIONS AND TESTING. A FIELD COPY OF ALL INSPECTIONS AND TESTING REPORTS AS WELL AS TRUCK TICKETS MUST BE SUBMITTED TO THE OWNERS REPRESENTATIVE WITHIN 24 -HOURS OF THE INSPECTION OR TEST. 19. THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL MATERIALS ISSUED TO THEM AND REPORT ANY SHORTAGES AND DISCREPANCIES TO GENERAL DYNAMICS AT THE TIME OF ISSUANCE. THE CONTRACTOR SHALL STORE THESE MATERIALS PROPERLY, ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND IN A MANNER THAT WILL NOT VOID THE WARRANTY OF ANY ITEM. IF ANY ITEM IS DAMAGED OR UNUSABLE DUE TO IMPROPER HANDLING AND STORAGE, THE CONTRACTOR WILL REPLACE IT AT THEIR EXPENSE. 20. THE CONTRACTOR IS RESPONSIBLE TO FURNISH PROPER FACILITIES FOR THE WORKERS ON EACH PROJECT FOR THE DURATION OF THAT PROJECT. 21. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PRESENT CONDITION OF ANY EXISTING BUILDINGS, LANDSCAPING, FENCING, EQUIPMENT, WALKS, DRIVES, AND ATTACHMENTS. IF ANY DAMAGE SHOULD OCCUR, THE CONTRACTOR IS RESPONSIBLE TO RESTORE THE DAMAGE TO A BETTER OR NEW CONDITION. 22. THE GENERAL DYNAMICS REPRESENTATIVE RESERVES THE RIGHT TO RELOCATE ANY EQUIPMENT WITHIN 1OFT. OF THE LOCATION SPECIFIED ON THESE DRAWINGS PRIOR TO INSTALLATION BY THE CONTRACTOR. 23. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE GENERAL DYNAMICS REPRESENTATIVE. 24. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND ELECTRICAL LINES. 25. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REQUIRED FOR COMPLETION OF WORK AND ACCEPTANCE. PROVIDE CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYING THAT THE WORK CONFORMS TO THE REQUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION. 26. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS ALLOWED 'WITHOUT PRIOR APPROVAL FROM THE GENERAL DYNAMICS REPRESENTATIVE. FAILURE TO OBSERVE THIS RULE MAY RESULT IN THE CONTRACTOR CORRECTING THE INSTALLATION AT THEIR EXPENSE. 27. VERIFICATION THAT THE EXISTING TOWER CAN SUPPORT THE PROPOSED ANTENNA LOADING IS TO BE DONE BY OTHERS. 28. PROVIDE SUPPORTS FOR THE ANTENNA CABLES TO THE ELEVATION OF ALL THE INITIAL AND FUTURE ANTENNAS. ANTENNA CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. 1 GENERAL NOTES N.T.S.N --damalb.. -rmujt_k..I meVKMHIIVIV: C016 DAYTON 9160 AGUAS FRIAS ROAD CHICO, CA 95628 MONOPOLE/SHELTER -ISSUED FOR: CONSTRUCTION -Q��i •-nnTC• n�Cr`L?IDTIlln1• RV• p A 10/05/2004 ISSUE 909. 10/14/2004 ISSUE CONS too 0 1 1 0m 1 -FLANS HKLHAKLU bY: too 0 1 1 0m 1 Architects Engineers, P.C. ED � � ' I 4720 R ETr ' SUITE 200 LYNNWOOD,HWA 98;036 KDC PHONE: (425) 670-8651 FAX: (425) 712-0846 -CUNSUL IAN 1: GENERAL DYNAMICS WIRELESS SERVICES 2377 GOLD MEADOW WAY GOLD RIVER, CA 95670 =DRAWN BY: CHK.: APV.: LCN JMG EJC =LICENSURE: SED ARC v EN D CAMP o`. C 509 Ren. i-31-2005 10/14/2004 �r \OP CALI 0 EET TITLE: GENERAL NOTES Nk1. THIS IS NOT A SITE SURVEY ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF -WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND ARE APPROXIMATE. I I i I I I I I -I KUJLUI IIVrVKMHIIVIV: C016 DAYTON 9160 AGUAS FRIAS ROAD CHICO, CA 95628 MONOPOLE/SHELTER =CURRENT ISSUE DATE: 10/14/2004 —ISSUED FOR: CONSTRUCTION 0A 10/05/2004 SITE PLAN 10/14/2004 ISSUE CONS 0 50 100' 200 24'x36' scA���-0:r _,•OVERALLmi rxrr scALE: r - N ' I 4720 980 6W, SUITE 200 LYNNWOOD, WA KDC PHONE: (425) 670-8651 FAX: (425) 712-0046 200 -o' -I KUJLUI IIVrVKMHIIVIV: C016 DAYTON 9160 AGUAS FRIAS ROAD CHICO, CA 95628 MONOPOLE/SHELTER =CURRENT ISSUE DATE: 10/14/2004 —ISSUED FOR: CONSTRUCTION 0A 10/05/2004 ISSUE 90% 10/14/2004 ISSUE CONS Architects — Engineers, P.C. uLi � ' —F-'LAIVJ FNLF'AKtU bT: Architects — Engineers, P.C. uLi � ' I 4720 980 6W, SUITE 200 LYNNWOOD, WA KDC PHONE: (425) 670-8651 FAX: (425) 712-0046 -C;UNSUL IAN 1: GENERAL DYNAMICS WIRELESS SERVICES 2377 GOLD MEADOW WAY GOLD RIVER, CA 95670 `DRAWN BY: CHK.: APV.: LCN JMG EJC DARcy��� EN ET D , Ac No. C018509 tp Ren. 8-31-2005 7 10/14/2004 OF CALrF0Q, =SHEET TITLE: OVERALL SITE PLAN —SHEE I NUMBER: REVISION: 167008 THIS IS NOT A SITE SURVEY ROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH T HALF -WIDTHS HAVE BEEN OBTAINED FROM A TAX L MAP AND EXISTING DRAWINGS AND ARE APPROXIM ANTENNA NOTE 1. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 2. EXISTING ANTENNAS NOT SHOWN IN PLAN FOR CLARITY 3. REFER TO PLAN FOR ANTENNA SWAP LOCATIONS (2) NEW 1-5/8" COAX TO BE ADDED PER LOCATION FOLLOWING THE EXISTING ROUTE. 60'-0" —x x x x x x x x x. x x x x x x x x x — 7 ELECTRICAL NOTE REFER TO SHEET E1 FOR ELECTRICAL SPECIFICATIONS AND GROUNDING REQUIREMENTS. ENLARGED 3 A, \,—EXISTING H -FRAME EXISTING AT&T ANTEN REMAIN (TYP OF 6) 0 NEW AT&T ANTENNA 0 TO REPLACE EXISTING 0 (TYP OF 3) 1 2 A4 A4 EXISTING 120'-0" HIC MONOPOLE 2 EXISTING AT&T SHELTER EW AT&T COAX ENTRY ORT MICROFLECT PART 61118 OR APPROVED QUAL 1 A5 NEW AT&T COAX ROUTE (2 NEW 1-5/8" RUNS PER SECTOR, 6 COAX TOTAL) EXISTING VERIZON ICEBRIDGE rEXISTING VERIZON SHELTER x —X x x x x x x x x x x x x x x x x EXISTING 12'-0" WIDE GATE \ EXISTING 6'-0" HIGH CHAIN LINK FENCE EXISTING 20'-0" WIDE ACCESS AND UTILITY 2 EASEMENT A3 EXISTING 120'-0" 1 MONOPOLE EXISTING ANTENNA LAYOUT EXISTING AT&T ANTENNAS (ALLGON 7262.002) TO BE REMOVED AND REPLACED (TYP. OF 3) EXISTING AT&T ANTENNA TO REMAIN (TYP OF 6) 1 ' 2' 4' 24'x36' SCALE= 1/2'-r-0' x17SCALES 1/4'-1'-0' A NEW AT&T ANTENNAS (ALLGON 7920.00) TO REPLACE EXISTING (TYP. OF 3) 1 2 3 A4 A4 A4 EXISTING AT&T ANTENNA TO REMAIN (TYP OF 6) 1 10/05/2004 ENLARGED 10/14/2004 ISSUE CONS SITE 00 13 PLAN 0 El 0 1 2' 4' 8' 24•x36• SCALE: 3/16' -r -o• 'xtr iv. 3 NEW ANTENNA 4720 200THWA STREET SUITE 200 LAYOUT KDC PHONE: (425) 670-8651 FAX: (425) 712-0846 1 ' 2 4' 24'x36' SCALE- 1/2' -T -W _, SCALE. 3/32'-r-0' x17 SCALE: 1/4' -r -o• N __wmmmft�. -rr %JJE_ . i iivrUr-\iViHl lUlN: C016 DAYTON 9160 AGUAS FRIAS ROAD CHICO, CA 95628 MONOPOLE/SHELTER —CURRENT ISSUE ATE: 10/14/2004 ISSUED FOR: CONSTRUCTION A0 10/05/2004 ISSUE 907. 10/14/2004 ISSUE CONS 00 13 1 1 0 El 0 1 1 -FLANS FKLFAKLU UY: 00 13 1 1 0 El 0 1 1 Architects — Engineers, P.C. Li'LYNNWOOD 4720 200THWA STREET SUITE 200 930 6W, KDC PHONE: (425) 670-8651 FAX: (425) 712-0846 CUNSUL I AN I : GENERAL DYNAMICS WIRELESS SERVICES 2377 GOLD MEADOW WAY GOLD RIVER, CA 95670 •UKHVVIN bT: UHK.: AFV.: LCN JMG T EJC —LIC;LNSUKL: D ARch,��� kENNi D C 4f No. C018509 S Ren. d-31-2005 10/14/2004 �r T�OF CALF -o --SHEET TITLE: ENLARGED SITE PLAN AND ANTENNA LAYOUTS ■70111 kv, 1 �1m 01 mvA K -W lel tl --mummm�. .,� k' —I- mujr-u I IIVr VKIVIHI IVIV: C016 DAYTON 9160 AGUAS FRIAS ROAD CHICO, CA 95628 MONOPOLE/SHELTER NT ISSUE DATE: 10/14/2004 —ISSUED FOR: CONSTRUCTION = TA I �R 0 FM I kL% !-- W� ZL 10/05/2004 ISSUE 90% 10/14/2004 ISSUE CONS NEW ALLGON 7920.00 NEW ALLGON 7920.00 0 0 ANTENNA TO REPLACE Architects — Engineers, P.C. ANTENNA TO REPLACE n EXISTING ANTENNA 4720 SW, SUITE 200 EXISTING ANTENNA (TYP OF 3). LYNNWOOD,200THWATREElr 981036 KDC (TYP OF 3). rik TOP OF NEW AT&T ANTENNAS J4 TOP OF NEW AT&T ANTENNAS 122'-1"122'- TOP OF EXISTING ANTENNAS , " TOP OF EXISTING ANTENNAS TOP OF EXISTING MONOPOLE 123'-O"± TOP OF EXISTING MONOPOLE 123'-0"± rik C.L. OF NEW AT&T ANTENNAS C.L. OF NEW AT&T ANTENNAS 120'-0" C.L. OF EXISTING ANTENNAS 120'-0" C.L. OF EXISTING ANTENNAS BOTTOM OF NEW AT&T ANTENNAS K-JLIMP 120'-0"± BOTTOM OF NEW AT&T ANTENNAS 120'-0"± 117'-10"117'- 17'-10"117'-10" BOTTOM OF EXISTING ANTENNAS 10" BOTTOM OF EXISTING ANTENNAS 117'-O"± 117'- 0 EXISTING ANTENNAS �— EXISTING AT&T ANTENNA TO EXISTING ANTENNAS EXISTING AT&T ANTENNA TO (BY OTHERS) REMAIN ` (BY OTHERS) REMAIN (TYP OF 6) (TYP OF 6) C.L. OF EXISTING ANTENNAS C.L. OF EXISTING ANTENNAS 105'-0"± 105'-0"± EXISTING ANTENNAS EXISTING ANTENNAS (BY OTHERS) (BY OTHERS) C.L. OF EXISTING ANTENNAS C.L. OF EXISTING ANTENNAS 92'-0"± F7= 92'-0"± ANTENNA NOTE 1. CONTRACTOR TO VERIFY EXISTING EXISTING 120'-0" HIGH CONDITIONS PRIOR TO CONSTRUCTION. EXISTING 120'-0" HIGH MONOPOLE MONOPOLE 2. EXISTING ANTENNAS NOT SHOWN IN PLAN FOR CLARITY 3. REFER TO PLAN FOR ANTENNA SWAP LOCATIONS (2) NEW 1-5/8" COAX TO BE ADDED PER LOCATION FOLLOWING THE EXISTING ROUTE. FENCE NOTE EXISTING 6'-0" HIGH CHAINLINK FENCE SHOWN DASHED IN ELEVATIONS FOR CLARITY EXISTING AT&T ICEBRIDGE EXISTING AT&T ICEBRIDGE EXISTING ICEBRIDGE (BY OTHERS) EXISTING ICEBRIDGE (BY OTHERS) EXISTING AT&T EQUIPMENT EXISTING AT&T EQUIPMENT EXISTING EQUIPMENT SHELTER EXISTING EQUIPMENT SHELTER SHELTER (BY OTHERS) SHELTER (BY OTHERS) EXISTING 6'-0" HIGH EXISTING 6'-0" HIGH CHAINLINK FENCE CHAINLINK FENCE GRADE GRADE 0'-0" 0'-0" 1 NORTH ELEVATION O 2' 4',. 8' 24•x36• SCALE: 3/,6• -r -O 2 "'I mxfr SCALE 3/32• -T -O SOUTH ELEVATION 2' 4' 8' 24•X36• SCALE:3/,6•-T-V XI,• SCALE: 3/32• -T -o --mummm�. .,� k' —I- mujr-u I IIVr VKIVIHI IVIV: C016 DAYTON 9160 AGUAS FRIAS ROAD CHICO, CA 95628 MONOPOLE/SHELTER NT ISSUE DATE: 10/14/2004 —ISSUED FOR: CONSTRUCTION = TA I �R 0 FM I kL% !-- W� ZL 10/05/2004 ISSUE 90% 10/14/2004 ISSUE CONS 0 0 —FLANS F'KLF'AKLU BY: 0 0 Architects — Engineers, P.C. i rI n I 4720 SW, SUITE 200 LYNNWOOD,200THWATREElr 981036 KDC PHONE: (425) 670-8651 FAX: (425) 712-0&46 GENERAL DYNAMICS WIRELESS SERVICES 2377 GOLD MEADOW WAY GOLD RIVER, CA 95670 UKAWN bY: (.;HK.: APV.: LCN JMG EJC USED ARCy NN H D (r9ANfP No. C018509 Ren. 8-31-2005 10/14/2004 �r T�OF CALF -o I —j -SHEET TITLE SITE ELEVATIONS A NOTES 1). INSERT SCISSOR BRACKETS BETWEEN THE UPPER ANTENNA MOUNTING BRACKET AND THE UPPER PARTS: POLE ADAPTER BRACKET. SECURE USING 1/2 INCH HARDWARE PROVIDED. 2). TO SET THE DEGREE OF DOWNTILT, ALIGN THE DESIRED HOLES ON THE SCISSOR BRACKETS AND SECURE USING 5/16 INCH HARDWARE PROVIDED. 3), THE NUMBER OF CONNECTORS WILL VARY BASED ON ANTENNA TYPE. 5 4 5 15.98 DOWNTILT BRACKET 3.54" 4 BY ANTENNA OPTIONAL DOWNTILT MANUFACTURER BRACKET PANEL ANTENNA (TYP) VERIFY WITH RF DATA SHEET PIPE MOUNT (TYP) VALMONT MICROFLECT PART #B1461 OR APPROVED EQUAL ITEM QTY DESCRIPTION 1 1 ADAPTER, POLE, LOWER 20 1 BRACKET, DOWNTILT, POLE 30 1 BRACKET, DOWNTILT, ANTENNA 40 4 1/2 X 1 HEX HEAD BOLT 50 4 112 SPLIT WASHER © 2 5/16 X 1 HEX HEAD BOLT 70 2 5/16 SPLIT WASHER ANTENNA ' FRONT SUPPORT PIPE SIDE ANTENNA = ALLGON 7920.00 WIND AREA = 5.7 SQ.FT. CONTRACTOR TO VERIFY EXACT PARTS LIST AND WEIGHT = 36.3 LBS (16.5 KG) ANTENNA INSTALLATION WITH MANUFACTURERS SPECIFICATIONS AND CONSTRUCTION MANAGER 1 ANTENNA MOUNTING DETAIL BN�: 2 ANTENNA DETAIL NTS PERSPECTIVE 131ANTENNA SCHEDULE NOTE: SECTOR A TAPE TAG AZIMUTH = 200' TOTAL NEW ANTENNA MODEL AZIMUTH = 80' RF ANTENNA MODEL EXISTING DATA SHEET. ALLGON EXISTING X MANUFACTURE ANTENNA 4. 7920.00 ANTENNA 18 ANTENNA QUANTITY 1 EXISTING 1 NEW 1 NEW 1 EXISTING 1 NEW RAD CENTER 120'-0" FINAL RF DATA 120'-0" 120'-0" NOT USED DOWN TILT 0' ONLY). 0' 0' CABLE SIZE EXISTING 1-5/8" 2 NEW (2) NEW 1-5/8" EXISTING 1-5/8" 2 NEW 160'-0"t 160'-0"t 320'-0" (2) EXISTING 1-5/8" 160'-O"± 320'-0" CABLE LENGTH 160'-0"t BLUE 160'-0"t 160'-0"t 320'-0" 131ANTENNA SCHEDULE NOTE: SECTOR B TAPE TAG AZIMUTH = 200' TOTAL NEW ANTENNA MODEL EXISTING RF ALLGON EXISTING DATA SHEET. MANUFACTURE ANTENNA X 7920.00 ANTENNA 4. ANTENNA QUANTITY 1 EXISTING 18 1 NEW 1 EXISTING 1 NEW RAD CENTER 120'-0" 1 NEW 120'-0" 120'-0" FINAL RF DATA DOWN TILT 0' NOT USED 0' 0' ONLY). CABLE SIZE EXISTING 1-5/8" (2) NEW 1-5/8" (2) EXISTING 1-5/8" EXISTING 1-5/8" 2 NEW CABLE LENGTH 160'-0"± 2 NEW 160'-0"t 160'-0"t 320'-0" 131ANTENNA SCHEDULE NOTE: SECTOR C TAPE TAG LOCATIONS TOTAL NEW 1. DRAWING SCHEMATIC ONLY TYPICAL AZIMUTH = 320' RF ANTENNA MODEL EXISTING DATA SHEET. ALLGON EXISTING X MANUFACTURE ANTENNA 4. 7920.00 ANTENNA 18 ANTENNA QUANTITY 1 EXISTING 2. CONTRACTOR 1 NEW 1 EXISTING 1 NEW RAD CENTER 120'-0" FINAL RF DATA 120'-0" 120'-0" NOT USED DOWN TILT 0' ONLY). 0' 0' CABLE SIZE EXISTING 1 -5/8" TO VERIFY NEED FOR (2) NEW 1-5/8" (2) EXISTING 1-5/8" EXISTING 1-5/8" 2 NEW CABLE LENGTH 160'-O"± TO INSTALL (SHOWN 160'-0"t 160'-O"± 320'-0" 131ANTENNA SCHEDULE NOTE: NO. TAPE TAG LOCATIONS 1. 1. DRAWING SCHEMATIC ONLY TYPICAL OF EACH ANTENNA, VERIFY WITH FINAL RF SECTOR C X DATA SHEET. AFTER TMA (AS NEEDED) 3. X GAMMA BEFORE TMA (AS NEEDED) 4. X X 18 1_6 5 2. CONTRACTOR TO VERIFY NEED FOR DUPLEXER/DIPLEXER AND VERIFY WITH X 1 2 3 4 6 FINAL RF DATA SHEET PRIOR TO INSTALL (SHOWN ON SCHEMATIC FOR 17 NOT USED 7 INFORMATION ONLY). AT BTS 16 3. CONTRACTOR TO VERIFY NEED FOR TMAS AND VERIFY WITH FINAL RF DATA BETA, B, Y 15 8 SHEET PRIOR TO INSTALL (SHOWN ON SCHEMATIC FOR INFORMATION ONLY). SECTOR B 14 9 SECTOR A BLUE BLUE BLUE BETA BLUE ALPHA POS 1 POS 2 POS 3 POS 4 13-18. 13 10 7-12 12 11 GAMMA, C, Z LLGON 7920.00 TWO THREE FOUR NOTE: SIX GREEN FYP) GREEN GREEN GREEN VERIFY FINAL SITE CONFIGURATION WITH RF DATA SHEET/ POS 20 POS 21 00 p p LO L O O POS 23 ENGINEER. SECTOR 00 00 BT ANTENNA POSITION AND CABLE DEFINITION OAX ROUTE TO V [E] ROUTE V 1-5/8" RUNS) TYPICAL ANTENNA / SECTOR CABLE MARKING TAGS ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING LOCATIONS TABLE BELOW: CABLE MARKING LOCATIONS NO. TAPE TAG LOCATIONS 1. X X BEFORE ANTENNA 2. X T8 AFTER TMA (AS NEEDED) 3. X ALPHA, A, X BEFORE TMA (AS NEEDED) 4. X X END OF MAIN COAX 5. X X INSIDE OF BULKHEAD 6. X RED NOT USED 7. X X NOT USED 8. X X AT BTS CABLE MARKING COLOR CONVENTION TABLE TECHNOLOGY TYPE POS 7 POS 8 POS 9 POS 10 POS 11 POS 12 SECTOR UMTS 1900 T8 TDMA 850 T9 ALPHA, A, X ONE TWO THREE FOUR FIVE SIX PHONE: (425) 670.8651 FAX: (425) 712-0846 RED RED RED RED RED RED POS 13 POS 14 POS 15 POS 16 POS 17 POS 18 SECTOR B BETA, B, Y ONE TWO THREE FOUR FIVE SIX BLUE BLUE BLUE BLUE BLUE BLUE POS 1 POS 2 POS 3 POS 4 POS 5 POS 6 SECTOR GAMMA, C, Z ONE TWO THREE FOUR FIVE SIX GREEN GREEN GREEN GREEN GREEN GREEN POS 19 POS 20 POS 21 POS 22 POS 23 POS 24 SECTOR DELTA, D, W ONE TWO THREE FOUR FIVE SIX YELLOW YELLOW YELLOW YELLOW YELLOW YELLOW NOTE: 1. USING COLOR BANDS ON THE CABLES, MARK ALL RF CABLE BY SECTOR AND CABLE NUMBER AS SHOWN ON "CABLE MARKING COLOR CONVENTION TABLE" (EXAMPLE SECTOR ALPHA, CABLE A3 WOULD BE THREE RED BANDS). 2. THE STANDARD CABLE MARKING TAPE IS BASED ON THE "4 NEMA" COLORED TAPES - RED, BLUE, GREEN AND YELLOW' 3. ON EXISTING SITE THE COLOR CODING SHALL FOLLOW THE EXISTING MARKET COLOR CODING. 4. IN THE ABSENCE OF AN EXISTING COLOR CODING AND TAGGING SCHEME, OR WHEN INSTALLING NEW COAXIAL CABLES, THIS GUIDELINE IS TO BE IMPLEMENTED AT THE SITE REGARDLESS OF TECHNOLOGY. NOTE: IF THERE IS NO EXISTING COLOR CODING REFER TO WNS-217 BRASS TAG 0 LOCATIONS PER ABOVE DIAGRAM CALLOUT FOR ANTENNA # POSITION U9 CALLOUT FOR TECHNOLOGY LINE BRASS TAG CABLE CODE TECHNOLOGY TYPE G9 GSM 1900 G8 GSM 850 U9 UMTS 1900 T8 TDMA 850 T9 TDMA 1900 4 ICABLE MARKING SCHEMATIC AND NOTES SCALE: ICT.8. —rMuir-u I IIVr umIVI/AI IVIV: C016 DAYTON 9160 AGUAS FRIAS ROAD CHICO, CA 95628 MONOPOLE/SHELTER =CURRENT ISSUE DATE: 10/14/2004 -ISSUED FOR: CONSTRUCTION -RF\/ •—nATF n�C(`RIDT1r1Nl• _ RV. 0� 10/05/2004 ISSUE 90% A10/14/2004 ISSUE CONS En0 a 1 I LJ 13 1 1 Architects – Engineers, P.C. y "1 LUn -rLAIN_J rKtrHKtU bT: =UUNSUL IAN 1: GENERAL DYNAMICS WIRELESS SERVICES 2377 GOLD MEADOW WAY GOLD RIVER, CA 95670 r-UKHwIN bT: (AHK.: AHV.: LCN JMG T EJC =1 IrFNSI IRF• \SED ARC KEN I D dAMR . 616�18509 T Ren. >5-31-2005 \71 10/14/2004 F CALI' oo I =SHEET TITLE: D ETAI LS A� A 167008 En0 a 1 I LJ 13 1 1 Architects – Engineers, P.C. y "1 LUn I I LYNNWOOD,HWA R 980 6W, SUITE 200 IDC PHONE: (425) 670.8651 FAX: (425) 712-0846 =UUNSUL IAN 1: GENERAL DYNAMICS WIRELESS SERVICES 2377 GOLD MEADOW WAY GOLD RIVER, CA 95670 r-UKHwIN bT: (AHK.: AHV.: LCN JMG T EJC =1 IrFNSI IRF• \SED ARC KEN I D dAMR . 616�18509 T Ren. >5-31-2005 \71 10/14/2004 F CALI' oo I =SHEET TITLE: D ETAI LS A� A 167008 EXTERIOR EXISTING CONCRETE SHELTER �: 10/05/2004 ISSUE 90% NEW PORT ON ISSUE CONS EXTERIOR OF PIPE LEG CHANNEL SUPPORT STEEL PLATE MICROFLECT 81864 WAVEGUIDE ME] MICROFLECT (TYP EA: POST) A . '� ENTRY PANEL (4 PORTS). SEAL ALL EDGES USING MICROFLECT B184 1 Architects — Engineers, P.C. Li'I EXISTING SEALING TAPE AND MICROFLECT B195 ALUMILASTIC SEALANT, TYP. 24" WIDE X 10'-0" LONG 10 POLYPHASER 4720 200TH WA MOM ' SUITE 200 DIAMOND - 3" CHANNEL GRIP - - COAXIAL CABLE(S) PER PLAN. USE PHONE: (425) 6701-E651 FAX: (425) 712-01846 STRUT MICROFLECT #B2734 MICROFLECT BOOT #13535 AT (TYP OF 3) CABLE ENTRIES AND SEALING CAP AT SPARE OPENINGS, TYP. o z x WHERE FIRESTOPPING IS REQUIRED, `` INSTALL INTERIOR WAVEGUIDE ENTRY z TRAPEZE SUPPORT KIT MICROFLECT AND FILL VOID BETWEEN ENTRIES o Lo' #B1889 (TYP OF 4'-0" O.C.) WITH KBS SEAL BAGS BY IPCLJJ - (800-334-8796). (UL 1479, 3 HR. z _o N RATED) Li w 0 WEATHER SEAL ANTENNA CABLES a z ARRANGEMENT BY CONTRACTOR AND WATER TIGHT _ 0 v 4" DIA. STEEL FENCE POST (TYP OF 4'-0" O.C.) N a • ;. ANCHORAGE: AT CONCRETE USE C° �" CONCRETE PIER NOTE: HILTI KWIK BOLT II 304 SSCF 14-134 1. CONTRACTOR TO REMOVE ' A ' W/1-1/8" MIN. EMBEDMENT; AT I EXISTING STEEL PLATE AND a . WOOD OR METAL USE #14 SS , ' WALL AS NEEDED TO INSTALL SCREWS FURNISHED BY MFR., TYP. NEW ENTRY PORT 12 PLACES 18" * INSTALL DRIP LOOP ON ANTENNA CABLES AT BOTTOM OF TOWER/MONOPOLE. BENDING RADIUS PER MANUFACTURER'S STANDARDS NOTES: 1. WHEN USING COMPONENTS AS SHOWN IN STANDARD DETAILS, MAXIMUM ALLOWABLE SPAN BETWEEN SUPPORTS ON A CONTINUOUS SINGLE SECTION OF BRIDGE CHANNEL SHALL BE 9 FEET FOR 10 FEET BRIDGE CHANNEL. 2. WHEN USING COMPONENTS FOR SPLICING BRIDGE CHANNEL SECTIONS, THE SPLICE SHOULD BE PROVIDED AT THE SUPPORT, IF POSSIBLE, OR AT A MAXIMUM OF 2 FEET FROM THE SUPPORT. 3. WHEN USING COMPONENTS, SUPPORT SHOULD BE PROVIDED AS CLOSE AS POSSIBLE TO THE ENDS OF ICE BRIDGES, WITH A MAXIMUM CANTILIVER DISTANCE OF 2 FEET FROM THE SUPPORT TO THE FREE END OF THE ICE BRIDGE. 4. CUT BRIDGE CHIANNEL SECTIONS SHALL HAVE RAW EDGES TREATED WITH A MATERIAL TO RESTORE THESE EDGES TO THE ORIGINAL CHANNEL, OR EQUIVALENT, FIMISH. 5. ICE BRIDGES MAY BE CONSTRUCTED WITH COMPONENTS FROM OTHER MANUFACTURERS, PROVIDED THE MANUFACTURER'S INSTALLATION GUIDELINES ARE FOLLOWED. 6. DEVIATIONS FROM STANDARDS FOR COMPONENT INSTALLATIONS ARE 1 COAX ENTRY PORT DETAIL SCALE: 2 NOT USED SCALE: 3 NOT USED SCALE' NT.S. N.T.S. N.T.S. PERMITTED WITH THE RESPECTIVE MANUFACTURER'S APPROVAL. 7. DEVIATIONS FROM ICE BRIDGE FOUNDATIONS REQUIRE ENGINEERING APPROVAL. 5 NOT USED SCALE' 6 NOT USED SCALES 7 NOT USEDINT2. SCALE 8 ICEBRIDGE DETAIL SCALE= N.T.S. N.T.S. N.T.S. NOT USED SCALE= jl 0 NOT USED SCALE: 11 NOT USED SCALE: 12 NOT USED SCALE: NTS. NTS.N.T.S. I N.T.S. -I-'KUJtC. 1 IINI- UKMA I IUIV: C016 DAYTON 9160 AGUAS FRIAS ROAD CHICO, CA 95628 MONOPOLE/SHELTER ISSUED FOR: CONSTRUCTION .—RFV •—BATF• f1Fct�oioTlnni. 0V. Z� 10/05/2004 ISSUE 90% 10/14/2004 ISSUE CONS ME] 13 ' 1 -HLANS HHLHANLU bY: ME] 13 ' 1 Architects — Engineers, P.C. Li'I 4720 200TH WA MOM ' SUITE 200 KDC PHONE: (425) 6701-E651 FAX: (425) 712-01846 =UUNSUL I AN 1: GENERAL DYNAMICS WIRELESS SERVICES 2377 GOLD MEADOW WAY GOLD RIVER, CA 95670 UKAVVIN bY: UHK.: AHV.: LCN:I JMG EJC �ED aRCy ENN T D CA - k No. C018509 Ren. 8-31-2005 10/14/2004 �r OP CAO- 0 I -SHEET TITLE_ D ETAI LS NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. ANTENNA GROUND. BAR NOTES: 2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD W/O INSULATORS, BONDED 1) ANTENNA INCLUDES A FEMALE E TO ANTENNA DIN CONNECTOR SHRINK SHALL NOT BE USED. DIRECTLY TO THE TOP OF MONOPOLE MONOPOLE SEE NOTE 1. 2) JUN CO CABLE INCLUDES (2) -MALE MALE DIN SEE DETAIL 005 (SIMILAR) DIN CONNECTORS CONNECTOR TO ANTENNAS STANDARD GROUND 3) SURGE ARRESTOR INCLUDES (2) -FEMALE FEMALE DIN KIT (TYP.) - DIN CONNECTORS CONNECTOR —� ANTENNA GROUND BAR W/O INSULATORS, ANTENNA WEATHERPROOFING #6 AWC (PROVIDED MOUNTED HORIZONTAL INSIDE OUTSIDE RX2 TX1/RX1 KIT (TYP.) WITH GROUND KIT TYP.) �� BELOW EXIT PORT SEE NOTE 1. SEE DETAIL 005 CABINET CABINET COAX JUMPERGROUND KIT (TYP.) COAX CABLE EXIT PORT �-� Y2" JUMPER CABLE (TYP.) TYP. FOR ALL) EXOTHERMIC WELD MALE DIN #2 AWG BCW ANDREW CONNECTOR TO SHELTER SOLID TINNED APTDC—BDFDF—WB CONNECTORVIA TRAY OR (2 PLACES) SURGE ARRESTOR OR I I �.. WEATHERPROOFING #6 AWG ICEBRIDGE MONOPOLE PIER APPROVED EQUAL MALE DIN CONNECTOR KIT (TYP.) SEE NOTE 2 RING GROUND SO AWG BCW ANTENNA GROUND SOLID TINNED BAR, WITHOUT_ (TYPICAL OF 2) ANTENNA CABLE INSULATORS. BONDED -� MAIN COAX CABLE TO BTS EQUIPMENT DIRECTLY TO TOP OF FEMALE DIN MONOPOLE OR TOWER. NOTE: FEMALE DIN CONNECTOR (TYP.) 1. NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE FEMALE DIN CONNECTOR CONNECTOR TYPE OF MONOPOLE, ANTENNA LOCATION AND CONNECTION MALE DIN CONNECTOR ORIENTATION. PROVIDE AS REQUIRED. CONNECTION O F GROUND WIRE TO IN JUMPER TO BE PROVIDED AND INJUMPER BY CONTRACTOR GROUND BAR, TOWERZMONOPOLE SCAL SCALE' [NOT USED SCALE: 4 CONNECTION DIAGRAM SCALE: GROUND BAR AT ANTENNAS N.T.S.2 MONOPOLE GROUNDING N.T.S.3N.T.S.NTs. #6 AWG FROM 5 2 ANTENNA CABLE 4 12" TO 24' GROUND KIT ANTENNA CABLE 7/16 '3/ ° o ° GROUND BAR 2 ° ° ° — — ON WALL, ICE ° o °� o o _� „ BRIDGE, FLOOR 3 o ° �o ° ° o ° WEATHERPROOFING KIT 2 1 /2 d MAX. OR ON ANTENNA 1 SEE DETAIL 005 (SEE NOTE 3) TOWER 1 CABLE GROUND KIT LEGEND #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) 1- COPPER GROUND BAR; "X 4"X 20", NEWTON INSTRUMENT CO. (SEE NOTE -1 do 2) O OOO O O CAT. NO. B-6142 OR EQUAL. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL 0 Q -�0 OO 0. O OO VARY BASED ON NUMBER OF GROUND CONNECTIONS) CONNECTION OF CABLE GROUND KIT TO Q 2 INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 OR EQUAL ANTENNA CABLE 3- 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. NOTES: *TWO HOLE LUG, OR GROUND CONDUCTOR CAT. NO. 3015-8 OR EQUAL 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS EXOTHERMIC WELD TO BE DIRECT GROUND WIRE DOWN T GROUND BAR. SHALL BE ELIMINATED D 0 G U , - INSTRUMENT USED WITH #2 AWG BCW TO WHEN GROUND BAR IS 4 WALL MOUNTING BRACKET, NEWTONCO BUILDING SERVICE GROUND OR ELECTRICALLY BONDED TO CAT N0. A-6056 OR EQUAL 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH GROUND RING METAL TOWER/MONOPOLETWO-HOLE LUG. STRUCTURE 5- 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 OR EQUAL 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK *GROUND BARS AT THE BOTTOM OF TOWERS/MONOPOLES 6- INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO SHALL NOT BE USED. SHALL ONLY USE EXOTHERMIC WELDS. TOWER/MONOPOLE STRUCTURE. CONNECTION TO TOWER/MONOPOLE STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. �"`� �"`� CABLE .GROUNDING .DETAIL m"`�: 5 GROUND BAR CONNECTION N.T.S. 6 GROUND BAR DETAIL RTrS. N.T.S. 1. ALL ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE 8. WHEN SUPPLYING POWER FROM AN EXISTING PANELBOARD, PROVIDE NEW LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. CIRCUITRY PROTECTION DEVICE TO MATCH THE EXISTING PANELBOARD TYPE AND A.I.C. RATING AND AS NECESSARY TO MEET THE CIRUIT REQUIREMENTS SHOWN 2. CONFORM WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE. THE ON THE DRAWINGS. NEW CIRUIT BREAKERS SHALL MEET THE REQUIREMENTS OF REQUIREMENTS OF ALL APPLICABLE MUNICIPAL AND STATE CODES AND THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. REGULATIONS. AND UTILITY GUIDELINES. 9. REARRANGE CIRCUITING AS NECESSARY TO ENSURE A BALANCED LOAD ACROSS 3. PERFORM ALL VERIFICATION, OBSERVATIONS, TESTING AND EXAMINATION OF ALL PHASES OF PANELBORADS INVOLVED WITH THE PROJECT. WORK PRIOR TO THE OREDERING OF ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. ISSUE A WRITTEN NOTICE OF ALL THE FINDINGS TO THE 10. PERMANENTLY TAG EACH CONDUCTOR OF EACH SYSTEM IN EACH CONSTRUCTION MANAGER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND PANELBOARD, PULL BOX, J -BOX, SWITCH BOX, ETC. DISCREPANCIES. 11. ,ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN 4. MINIMIZE DISRUPTION TO EXISTING SERVICES WHERE NEW WIRING WILL BE INTERUPPTING SHORT CIRCUIT CURRENT RATING EXCEEDING THAT TO WHICH THEY CONNECTED TO THE EXISTING. ARRANGE WITH THE OWNER FOR A SHUTDOWN MAY BE SUBJECTED, (AS NOTED ON DRAWINGS), AND A MINIMUM 10,000 A.I.C. PERIOD SATISFACTORY TO BOTH PARTIES. 12. ,ALL INSULATED GROUND CABLE TO BE GREEN STRANDED COPPER. 5. ALL WIRING SHALL BE SIZED AS INDICATED, WITH A MINIMUM 600V THHN INSULATION. ALL NEW WIRING SHALL BE COLOR CODED COPPER, MINIMUM #12 13. PROVIDE A SEPERATE GROUND WIRE IN ALL RACEWAYS AND CABLES. AWG THHN AND MINIMUM #10 AWG OVER 75 FEET UNLESS NOTED OTHERWISE. WIRE SHALL BE RUN CONCEALED IN EMT UNLESS OTHERWISE NOTED. CONCEALED 14. ,ALL EXPOSED CIRCUITS SHALL BE ALIGNED WITH EXISTING EQUIPMENT AND AC -90 CAN BE USED FOR DROP DOWNS FROM OUTLET TO EQUIPMENT AND IN STRUCTURAL ELEMENTS. CONDUITS SHALL NOT BE RUN PARALLEL TO HOT WATER PARTITIONS UNLESS PROHIBITED BY CODE OR OTHERWISE NOTED. AC -90 MAY BE OR `.STEAM LINES. WHERE THE CONDUITS CROSS OVER EXISTING CONDUITS OR RUN UP TO 20 FEET IN CEILING SPACE. ALL AC -90 AND CONDUIT SHALL BE LINE'S, THE CONDUITS SHALL BE FASTENED WITH A 4" SEPERATION, MINIMUM. SUPPORTED AS HIGH AS POSSIBLE ABOVE CEILING TO ALLOW REMOVAL OF ALL CEILING TILES AND LUMINARIES ETC. CABLES ARE NOT PERMITTED TO REST UPON 15. ALL PANELBOARD DIRECTORIES INVOLVED WITH THE PROJECT SHALL BE SUSPENDED CEILING. UPDATED AND REPRINTED TO REFLECT ALL CHANGES ASSOCIATED WITH ELECTRICAL INSTALLATION/ RENOVATION. 6. ALL WIRING, DEVICES AND EQUIPMENT SHALL BE NEW AND UL APPROVED. EQUIPMENT OF THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER. 7. THOROUGHLY INVESTIGATE ALL EXISTING PANELBOARD(S) INVOLVED WITH THE PROJECT AND DETERMINE WHICH CIRCUITS SERVE THE AREA OF THIS PROJECT. ENSURE CIRCUIT CONTINUITY OF ALL EXISTED AREAS ARE NOT AFFECTED BY THE PROJECT. "'� 10 ELECTRICAL SPECIFICATIONS MALE: 12 NOT USED Q.T.S. 9 NOT USED N.T.S. N.T.S. NT.S. -0ammomm... —�.1MOL -I- MUJr_U I IINr UKMHI IUIV: C016 DAYTON 9160 AGUAS FRIAS ROAD CHICO, CA 95628 MONOPOLE/SHELTER -C;UKKEN I ISSUE UAI E: ISSUE 90% A 10/14/2004 ISSUE CONS CONSTRUCTION =REV.:=DATE 0A : DEcrr��oTinr.i. rw.J -HLANS 10/05/2004 ISSUE 90% A 10/14/2004 ISSUE CONS 13 11 1 1 -HLANS F'KtF'AKEU ttY: 13 11 1 1 Architects — Engineers, P.C. LYNNWOOD,HWATR98036 ' SUITE 200 KDC PHONE: (425) 670-E651 FAX: (425) 712-08146 GENERAL DYNAMICS WIRELESS SERVICES 2377 GOLD MEADOW WAY GOLD RIVER, CA 95670 �:FRAWN RY• rHK APV.: LCN JMG EJC =LICENSURE: DA C y/�� ��k A_P 0;,A � No. C018509 N Ren. 8-31-2005 10/14/2004 �r OF CALIFCQ, -SHEET TITLE: GROUNDING DETAILS AND ELECTRICAL NOTES ON AIR Wireless Site Acquisition do Construction Monogment 465 First St. West, Suite 101 Sonoma, CA 95476 pill Phone: 707-933-9633 Fax: 707-257-7099 REVISIONS N0. DATE DESCRIPTION 1 6/28/06 CHECK SET IT T I A T\\A I 2 03/16/07 PERMITTING 00 (n 0, Q 00 O woo N I °; • ��O �rn 9 f bo o. -Q 0) N ��v .. Q -J-- G) J - w CS U � = LLIE]W LOCATION MAP o .. �PR RIPTICN PRCJECT TEAM SHEET �QEX Q o w — Z N�nz a- oo INSTALL CONCRETE SLAB AND PLACE PERMANENT 60kW DIESEL APPLICANT: VERIZON WIRELESS v J GENERATOR WITHIN EXISTING FENCED LEASE AREA. 2785 MITCHELL DR ELECTRICALLY CONNECT GENERATOR TO EXISTING EQUIPMENT WALNUT CREEK, CA T-1 T TLE PAGE r ' SHELTER v J AGENT: ON AIR, LLC O 465 1ST STIRW #101A l SITE PLAN SON OM A, CA 95476 CODE COMPLIANCE . CONTACT. GALE FINK � O � ------------ a 1910 CARNELIAN CT. ALL WORK AND MATERIALS SHALL BE PERFORMED AND LINCOLN, CA 95648 E 1 ELECTRICALC CY)916-899-8275 � o INSTALLED IN COMPLIANCE WITH THE CURRENT EDITIONS OF THE Z ---� w ►--+ FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING zru?#Exr� AUTHORITIES. CIVIL ENGINEER: PAUL LACIURA, PE i Z W 0 - 1. CALIFORNIA ADMISTRATIVE CODE {INCL TITLE 24 & 25} 7800 EL CAMINO REAL 2. UNIFORM BUILDING CODEta. SUITE 4114 3. UNIFORM PLUMBING CODE w 4. UNIFORM ELECTRIC CODE COLMA,CA 94014 5. COUNTY ORDINANCES 415-420-5994 ACCESSIBILITY REQUIREMENTS: ELECTRICAL ENGINEER: RANDALL LAMB FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. 208 UTAH ST. STE 201 Q p HANDICAPPED ACCESS IS NOT REQUIRED IN ACCORDANCE WITH p.., SAN FRANCISCO, CA 94103 THE 2001 CALIFORNIA BUILDING CODE, TITLE 24, PART 2, 0 �� VALUM E 1, CH APER 11, SECTION 1103.1.1, EXCEPTION 1. CONTACT: RUDY ZEPEDA a 415-512-9771 BLDG/SITE DATA VERIZON WIRELESS VERIZON WIRELESS ON AIR, LLC LEASING ON AIR,LLC - CONSTR CONSTRUCTION: EQUIP. ENGINEER: A.P.N. 039-260-018 SITE NO. 115368 DRAWN: OCFDATE: 6/28/016 LATITUDE: 39' 38' 60.16"N SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE FILE: 11536 LONGITUDE: 121 51' 23.67"w NAD -83) VERIZON WIRELESS VERIZON WIRELESS ON AIR, LLC - ZONING PROPERTY OWNER SHEET NO. RF ENGINEER: REAL ESTATE: SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE """TE COUNTY APR 1 1 2007 DE, j, q'k :'j1T c DIESEL GENERATOR 17 ��-Q f oil sty 6 plats No s co�Q� ,owccflot? ' at red 120'-0" CIO, � �'�� r c .lON AIR VAR! E5 i Wireless Site Acquisition & GOkW DIESEL GENERATOR Construction Monogment FOUNDATION DETAIL OUTDOOR UNIT 465 First St. West, Suite 101 C4 vjes;�„ 2 10 GALLON FUEL TANK Sonoma, CA 95476 Phone: 707-933-9633 Fax: 707-257-7099 WEIGHT DATA: SITE PLAN SCALE: 1/4I$ = 1'-0" BE TAII N EXISTING PANEL "A" AUTOMATIC TRANSFER SWITCH REPLACING p �� EXISTING MANUAL —� I TRANSFER SWITCH Gtfiera or .� - arc �2000�livE REVISIONS N0. DATE DESCRIPTION 1 6/28/06 CHECK SET Y. F 7`a 0 k ". T.7 :.ft, .. Bradt t o ��lrJ f,:. b N � ♦�M'!L'4M WMfM1 MnON 510 VIEW M/nl�MCl UssJG �DiVSlON -BUILDING P LAN APPRUSAI Date:4Li� Parking: Landsca g Other, Signature: I'OUNDA?ION PLANw 1N MIM1[K!W WM � rs.c. w��w► 01. svm M";�' UNIT: 2.000 M TAN1Cs 1,0I 5 L55 SOUND CNCL03URE 835 LA'S '�40 d CSI h LL !l2 Hilti Kwik - bolt / " 3 (f ���*' 210 GAL. DIESEL PULL 11 Lt35Ld'S TOTALWEIG11T 9 e- k %' G,() u r e, S e ct r- h Je- 1-=� �G i h t 9 ofat e u if . s� pr ma.4 ho/�e.r W 00 Ln 0Ln an Gtfiera or .� - arc �2000�livE REVISIONS N0. DATE DESCRIPTION 1 6/28/06 CHECK SET Y. F 7`a 0 k ". T.7 :.ft, .. Bradt t o ��lrJ f,:. b N � ♦�M'!L'4M WMfM1 MnON 510 VIEW M/nl�MCl UssJG �DiVSlON -BUILDING P LAN APPRUSAI Date:4Li� Parking: Landsca g Other, Signature: cjJ z Cn C �M w o LU a � � C W w � � O O a DRAWN: DATE: FILE: SHEET NO. M 00 n C /y� Q0'0O W 00 Ln 0Ln an ui D Q W J Y V) CSU Izww � O Q -0 0 O 0 zE-- w vz oLn7 �— =n cy 00 - 1 05 LUQ >N� cjJ z Cn C �M w o LU a � � C W w � � O O a DRAWN: DATE: FILE: SHEET NO. 24' MIN BACKFILL TO MATCH EXISTING GRADE AT LANDSCAPED AREAS. NEW ASPHALT OR CONCRETE PAVING TO MATCH EXISTING -�.�_�_ •� � i-------------------------- ------ - D EXISTING 3#3/0, 1#6 GND, 2 - INSIDE EXISTING EQUIPMENT SHELTER C. I �— PAVING BASEON AIR UFT „ I EXISTING TO BE REMOVED I ' UNDISTURBED EARTH METER/MAIN DISCONNECT I I Wtolon S1t1 ACgdWU0n & 120/240V 10 3W I I CowbucUon Manaq»nt SELECTED BACKFILL FREE OF I I LARGE, DEBRIS AND COMPACTED 200A I , ! 465 First St. West, Suite 101 TO 90% RELATIVE DENSITY n X I ( — I Sonoma, CA 95476 WARNING TAPE 12' BELOW GRADEPhone: 2P (� — �j I Phone: 707-933-9633 — _ ( I ( Fax: 707-257-7099 000 (3) V PVC CONDUITS (ALARM, GEN, HEATER, BATTERY, CONTROLS) APPROVED BACKFILL OR NATIVE SOIL - I — 3#3/0, 1 #6 GND, 211C - INTERCEPT AND EXTEND 2' PVC CONDUIT (POWER) 3#3/0, 1 #6 GND, 2-C. 3' SAND BEDDING I I RAN DA LL LAMB y af..■ — 14..�Y.4 n.wr.w ar-r.rr., LMWa..� _ _: tAN M�Ni11N RANMlM EXISTING VERIZON PANEL 200A 3P AUTOMATIC TRANSFER SWITCH I--- --- - - - - - - - - - - - - --------------__J weuta ant0tons20i (416)az-m1 Sm hucin% CaUfwak 94103 Az • 416) 612-M 120/240V 1 PHASE, GENERAC SYSTEMS TRENCH DETAIL 3 NOT To SCALE E-1 4#12, 1"C. (2 - 20A 1P CIRCUITS) REVISIONS (GEN. BATTERY & HEATER) , 3#3/0, 1#6 GND, 2"C NO. DATE DESCRIPTION 1"C. FOR ALARM WIRING _ - - 1 03-29-07 FOR REVIEW COORDINATE WITH VERIZON SPECS 200A 60KW DIESEL FIXED GENERATOR 2 03-30-07 FOR PERMIT & MANUFACTURERr1 GENERAC 120/ 40V, 10, 3W WITH 6 PAIR 24 SOLID TINNED TOE T LCO BACKBOARD 2P Q?OFESS/pn l EXISTING SURFACE PANEL " 10,000 ° 2 1" CONDUIT WITH 1 PAIR OF #14 FOR CONTROL CIRCUIT E" osr�o X SYM 240/120 Q < Z -_c) 3 WIRE MAIN 0 p U N F— N EXT E L SNELTEf� 225A _ = �T ��0 >rQ R L 0 C C N � 0 L R VOLT AMPS EXISTING OTHER C G E R n 1 X 2 bi EQ U I ip R R #2 SOLID TINNED COPPER UFER GROUND SYSTEM G C OTHER PHASE A PHASE R 3000 EXISTING AC —1 2 1501 5HELTER 1 2 PER 2004 NEC 250-52 3 2 EXISTING AC -2 3000 SINGLE LINE DIAGRAM 1 W - - 3 4 0 ~ 0) :D .q - -1 NO SCALE - 3000 200 V) rn Q Oo cn N W cl� U 1 1201 EXISTING ATT s s � J w Q °' of W w 1 1 EXISTING RECEPTACLE 360 a 1.1 EXISTING VERIZON METER/MAIN DISCONNECT Q L J 3#3/0, 1#6 GND, 2"C. (GENERI 4#12, 1-C. (GEN BATTERY & HI 1"C. (GEN. ALARM) 1"C. (CONTROLS) IN TRENCH PROPOSED 60kW DIESEL DIESEL GENERATOR TOR PWR) ATER) PANEL "A" UTOMATIC TRANSFER SWITCH EPLACING EXISTING MANUAL RANSFER SWITCH MOUNTING SURFACE PANEL " 10,000 2'X28' EQU11=' SYM 240/120 Q < Z -_c) 3 WIRE MAIN 0 p U N F— 200A 2P SNELTEf� 225A VOLT AMPS ��0 >rQ R L 0 C C N � 0 L R VOLT AMPS EXISTING OTHER Q L J 3#3/0, 1#6 GND, 2"C. (GENERI 4#12, 1-C. (GEN BATTERY & HI 1"C. (GEN. ALARM) 1"C. (CONTROLS) IN TRENCH PROPOSED 60kW DIESEL DIESEL GENERATOR TOR PWR) ATER) PANEL "A" UTOMATIC TRANSFER SWITCH EPLACING EXISTING MANUAL RANSFER SWITCH MOUNTING SURFACE PANEL wX 10,000 A.I.C. SYM 240/120 VOLTS 1 PHASE 3 WIRE MAIN 200A 2P BUS 225A VOLT AMPS R L 0 C C 2 0 L R VOLT AMPS PHASE A PHASE R OTHER C G E R R R R E G C OTHER PHASE A PHASE R 3000 EXISTING AC —1 2 1501 1 2 60 2 EXISTING AC -2 3000 3000 - - - 3 4 - - - 3000 200 EXISTING LIGHTING 1 1201 s s 201 1 1 EXISTING RECEPTACLE 360 100 EXISTING SMOKE DETECTOR 1 15 7 s 20 1 EXISTING RECEPTACLE 360 2000 EXISTING RECTIFIER 2 30 s 10 15 1 EXISTING FAN 100 2000 — — — 11 12 30 2 EXISTING RECTIFIER 2000 2000 EXISTING RECTIFIER 12 130 13 14 — — — 2000 2000 — — 1 — 15 t• 30 2 EXISTING RECTIFIER 2000 2000 EXISTING RECTIFIER 2 130 117 18 — — — 2000 2000 - — I — 119 20 30 2 EXISTING RECTIFIER 2000 2000 EXISTING RECTIFIER 2 130 21 22 — — — 2000 2000 — — — 23 24 20 1 GENERATOR HEATER 500 SPACE 25 26 Y0 1 GENERATOR BATTERY 500 27 28 SPACE zs 30 31 32 33 34 35 36 37 3. 3s 40 41 42 112001 11100 VALINE E 6960 7060 PHASE A- 14160 PHASE 1- 14160 CONTINUOUS LOADS NON—CONTINUOUS LOADS 36320 x1.25- 45400 RECEPTACLES UP TO 10KVA — X1•00- — OTHER — x1.00 - REMAINDER — x0.50- — TOTAL DESIGN KVA- 45 TOTAL DESIGN AMPS— 189 INDICATES CONTINUOUS LOAD TAKEN AT 125% REDUNDANT SYSTEM ONLY ONE UNIT WILL OPERATE AT A TIME, ELECTRICAL NOTES 1. ALL BREAKERS 10,000 A.I.C. 2. ALL 20 AMP CIRCUITS #12 THHN 3. ALL 30 AMP CIRCUITS #10 THHN 4. ALL 40 AMP CIRCUITS #8 THHN 5. ALL 50 AMP CIRCUITS #6 THHN 6. ALL ELECTRICAL W❑RK IS SURFACE MOUNTED IN EMT CONDUIT DRAWN: RZ DATE: 03-28-07 O7 INSTALL NEW 20A I 1P CIRCUIT BREAKER IN EXISTING SPACE. FILE: SF10393.00 MATCH TYPE AND AIC RATING OF EXISTING. SHEET NO. ELECTRICAL PLAN 2