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HomeMy WebLinkAbout024-160-016mow. 024-160-16$ PERMITH94-2023 CELLULAR ONE ! WOa TURNER AVE., GRIDLEY NEW TOWER 024-160-}60(�/(P PERMIT#94-2024 CELLULAR ONE } x-(00 TURNER AVE. GRIDLEY FND FOR SHELTER BLDG 024-16-0-016 95-1897 P CELLULAR ONE Turner Ave, Gridley - (set Propone tank & erator) 1 C 'rt generator) � ' 024-160-016 PBMS PERMIT/i98-0773 400 Turner Rd., Gridley New Cellular Tower I .•e, ;� ..{fir<If.�•''�,^—.�/-��r�, acoun -SE PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7601 FAX: (916) 538-7785 August 15, 1994 Chico MSA Cellular 1750 Howe Avenue, #102 Sacramento, CA 95825 CERTIFIED MAIL Re: Use Permit, AP 024-170-016 , Gentlemen: Enclosed is your validated Use Permit No. 94-43 to allow the installation of a cellular telephone facility as a public use on 3000 square feet of land located on the east side of Highway '99, on property zoned A-40 located 300 feet south of Turner Avenue, at its intersection with Cowee Avenue, Gridley. Should you have any questions regarding this matter, please contact Stephen Lucas of this office between 8:00 a.m. and 4:00 p.m., Monday through Thursday. Very truly yours, BKH:bd Enclosure cc: Building Division Land Development Division Environmental Health Department of Forestry USE PERMIT BUTTE COUNTY PLANNING COMMISSION August 15, 1994 DATED 94-43 PERMIT NO. 024-160-016 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Chico MSA Cellular is hereby granted a Use Permit in accordance with application filed: March 22, 1994 to allow the installation of a cellular telephone facility as a public use on 3000 square feet of land, on property zoned A-40 (Agricultural - 40 acre parcels) located 300 feet south of Turner Avenue, at its intersection with Cowee Avenue, Gridley. I. 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. 24-62. 2. Unless otherwise provided for in a special condition to this use permit, all conditions must be completed by the Permittee within 12 months of the delivery of the countersigned permit to the Permittee. 3. If any use for which a 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. 4. 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. SPECIAL CONDITIONS: 1. The tower shall not exceed 200 feet in height pursuant to Federal Aviation Administration regulations and it shall be painted and lighted to meet standard regulations. 2. Applicant shall provide all weather access to project site for a 40,000 pound fire apparatus prior to operation of facility or to the satisfaction of the Fire Chief. A 3. Applicant shall obtain an Encroachment Permit from the Department of Public Works prior to issuance of Use Permit. 4. Aerial applicators, approved by the Agricultural Commissioner, who operate in Butte County shall be notified prior to construction and upon completion of the tower. 5.. Applicant shall comply with all other applicable state and local statutes, ordinances, and regulations. NOTE: Minor changes, such as adding antennas, replacing electrical components, and other technological improvements or modifications, may be approved administratively by the Director of Development Services or his designee upon receipt of a substantiated written request by the applicant. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and Health Department permits before starting construction, nor does it waive any other requirements. I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are in fact the conditions which were imposed upon the granting of this Use Permit, and that I agree to abide fully by said conditions. Dated: 7Z z� 9 B e County Planning Commission Chairman cc: Land Development Division Building Division Health Department Department of Forestry Applicant 121, MASONRY. WALLS N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cupancy, Area Propert Gypsum Board 1st Layer 2nd Layer Walls Ceilings' =1 ,: COMMERCIAL FEO2T4.-160-i-; O/� PERMIT#94-2023 LULAR ONE TURNER AVE., GRIDLEY NEW TOWER JOB FINALED(Da SEG Signature , * - CERTIFICATE OF OCCUPANCY ISSUED (Date) Signature. V=OK O=Not OK = Not Applicable = Not Ready COMAERCIAL Date UNDERFLOOR Plans OK except #'s Z ng -Setbacks -Easements -Flood -Slope -Soil Report Ftg., Main; Soils-Ufer 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. 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 -Lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'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-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 Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. 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. k.V.A.C.-Ventilation- Root 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 & Bearina-Su000rt Fix. (NOTE: An entry must be made each ti 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 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 -Wails -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 #'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-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mach. 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. & Mach. 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 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occuoancv me you visit the job site) COUNTY OF BUTTE - DEPARTMENT OF DE%1E.LOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965- Telephone (916) 538-7541PER. IT NO. APPLICATION AND PERMIT /� O3 ASSESSOR PARCEL NUMBER 024-160-1-60 D I ZONIA .,a BUILDING PERMIT OWNER CANTRELL/CELLULAR ONE (916) 949276888 SQ. FT. OCC. BUILDING VALUATION FST 45,nno.00 OWNER'S MAILING ADDRESS 1750 HOWE AVE #102 SACRAMENTO, 95825 CONTRACTOR'S NAME UNKNOWN UlV 1 TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ f Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee S 2. ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 248.30 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS TURNER AVE PERMIT FEE s 650.30 GRIDLEY PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SFO Duplex ElT014ER Mobilehome O Other SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 20'00 TYPE OF WORK New IAX Addition ElRemodel ❑ Utilities ElInstallation ❑ Other ❑ Describe Work: NEW TOWER PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( Z1101 OR LESS OOAORLESS ) 23.00 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( &ACC. BLDS. ) SO. 3.5C FT, CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as he owner, or my employees with wages as their sole compensation, will do Ke work, and the structure is not intended or offered for sale. (Sec 7044) as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason .NEWCONST. MULTI -OUTLET NON-RESID. ( BRANCH C RCU ITS ) @7.50 15.00 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BA20 Q 1.0000 Ex. Occu FIXED APPLNS. OR P- ( OUTLETS (REBID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $ 100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a goYltificate of Consent to Self -insure. Doorshall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ • UU Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the grant ng of this permit. c X Date Signature of Applican - ❑ Owner Oractor ❑Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height Mobile Home Installation Fee $ Energy Inspection Fee $ OC CONST. TYPE - ___ TOTAL FEES 650.30 C. -" I D. cyeS� ✓ I Foo c P L I u permit is hereby This P y issued under the applicable provisions of the Butte. unty de and/or Resolutions to do work Indic d v for hi Be " ve been paid. IRE P LIC WORKS BY / `t Date PE rTEXPIRESON G Det Receipt No. 288.30-167219//3 ,7- --67,28"'¢ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOL ENROD-APPLICANT 64, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - Oroville, Califor_nia.95865 - Telephone (916) 538-7541 PERMIT NO. :• APPLICATION ANDPERMIT H� •'E •f�0.;BE1sO 2 _/ 6 a _ �6� , zDNING �b BUILDING PERMIT TELEPH E S . FTOCC. BUILDING VALU TION PA LING AC TO� , - / w / TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 06 LENDER'S MAILING ADDRESS Filing Fee $ .00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ /^� L/ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS .�/ (v414 PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water ater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water hea r or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other > K�� sPECIFr Gas piping syste 1 - 5 outlets 15.00 Building sewe 15.00 Mobile Ho7,e S G W @20.00 TYPE OF WORK New Addition ❑ Remodel /❑ Utilities 0 Installation ❑ Other ❑ Describe Work: 127 , V�/ / W �G�' PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( BoOV OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWA DWELLING OCCUP. OR ADONS. ( ACC. BLDS. ) S D, 3.50 FT. NEW CONST. MULTIOUCIRCET NONRESID. ( BRANCH TLUITS @7.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) El am exempt under Sec. Business and Professions Code forthis reason ( POWERAPPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. .50 Ex. Occu FIXED APPLNS. OR ( ) p' OUTLETS IRESIO.I EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ [shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT iling Fee 1 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. G X _ Date 711 7 C/ 7 Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent fof An OSHA permit is required for excavations over 5"0" deep a9d demolition or construction of structures over 3 stories in height. Mobile He a Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HAZ• I D. FEES I IMP I FLOOD COF PARCEL I PD HD ISSUE This permit is hereby issued under the applicable the Butte County Code and/or Resolutions indicated above for which fees have been DIRECTOR OF PUBLIC WORKS BY PERMIT EXPIRES ON (betel provisions to do work paid. Date Receipt No. � � '^ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR tl GOLDENROD -APPLICANT t Y.fJ,F^�wHi;:�SFtir�1r�;::^,;..rttit.:'yn.'Y.h'Yy^ivtr4.t,"4:'p.:' fz4°1--.i4#:;»r.-s'•..NY^'^r�•nil^1�i'i7'�1 f'•,..:r..yy�y,.y;-r-..��r-ar..y.-.,,^*�r"�^',- .....: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION OWNER Propose( 7COUNTY ��CENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541 `PERMIT APPLICATION DATA SHEET �«�M I At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY 1. All items have been submitted . ........................................ 2Wngineered Plot plans, 3/4 sets, signed by preparer of plans . .......................... plete plans, 3/4 sets, signed by preparer of plans . ..... ................ . plans and calcs, 3/4 sets, with wet signature on plans . ............. ardous Material Form . .......................................... 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... Mobilehome a a and - installation instructions, 2 sets. ........... Fees of $ ' GCJ........................................ �7 a Impact fees ass own on attached schedule. ............................. . . California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flood) yalifornia Engineer. r.. 14. Sanitation and plot plan approval ((�J Health Department. 15. City of Chico plumbing permit . ........................................ . Plot plan and business license approv fir m City of Biggs/Gridley. ............. �. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy).Pre-In .. . . 'spection requeis 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 71 ,Owne -Builder Verification (Given to owner , Mail to owner . ......... . 74. Recorded copy of Agricultural Acknowle g ment Stat m nt. J/ V. Letter of signature authorization. ,�f�—moi ./.� -iv ..... . 26. Co of recorded deed of parcel creation and 60 right of way to a public road. ..... PY 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 0,1 Existing violations/ piged er i Ian checklist. a ......................... . 34. When you issue the permit, process as follows: Mail to ow er. Mail to contractor. Telephone and hold for pickup at , office. Deliver with inspector. Other Parcel Creation Acreage / HCr1 % - Applican Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, own s advised of above �ued ata by _ phone _ mail ur ter by _ Date Plans checked by = Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works R LA B U T T E C O U N T Y B U I L D I N G D I V I S I O N F A X C 0 V E R S H E E T ` FAX NUMBER (916) 538-2140 . DATE:- 12-12 9� ATTENTION: f`T COMPANY: ' FAX it 7 7.-3 ~ ` .; q 4 - REGARDING :06K.W 6f� 7�LC%d�K6 41%6V IA16 . SUBJECT: SPECIAL INSTRUCTIONS: [] SEE PLAN CHECK LIST TO FOLLOW [] REVIEW AND RESPOND ACCORDINGLY XFOR YOUR INFORMATION ONLY COMMENT: SINCERELY, C:) -1 ��� JOHN ENRY, P. E. PLANYCHECK ENGINEER : _ u e ount _ LAI F N1A.TURAL WEALTH -ANI D BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 B U T T E C O U N T Y B U I L D I N G D I V I S I O N F A X C 0 V E R S H E E T ` FAX NUMBER (916) 538-2140 . DATE:- 12-12 9� ATTENTION: f`T COMPANY: ' FAX it 7 7.-3 ~ ` .; q 4 - REGARDING :06K.W 6f� 7�LC%d�K6 41%6V IA16 . SUBJECT: SPECIAL INSTRUCTIONS: [] SEE PLAN CHECK LIST TO FOLLOW [] REVIEW AND RESPOND ACCORDINGLY XFOR YOUR INFORMATION ONLY COMMENT: SINCERELY, C:) -1 ��� JOHN ENRY, P. E. PLANYCHECK ENGINEER %OMA&RC1AL 024-160-ifr6- 0/6, PERMIT#94-2023 CELLULAR ONE TURNER AVE., GRIDLEY NEW TOWER JOB FINALEil)/(Da Signature _ ^� CERTIFICATE OF OCCUPANCY ISSUED (Date) COMMERCIAL 024-1604{ 6/( PERMIT#94-2024 CELLULAR ONE TURNER AVE.,.GRIDLEY FND FOR'SHELTER BLDG PCr;A;t if y1/- )N3 MAYS OFFICE COPy Address GAS Meter By ELECTRIC Date--- Meter ateMeter By )B FINALEDD Signature ti Signature. Signature OF OCCUPANCY ISSUED (Date) i r, 12,129/94 THU 08:31 FAX 916 366 7013 KLEINFELDER KLEINFELDER December 23, 1994 File No.: 23-481330 County of Butte Building Dept. 7 County Center Drive Oroville, California 95965-3334 Subject: Final )Report Special Inspection Construction Observation and Testing Services Live Oak Telecommuuicatious Tower Butte County, California County of Butte Permit Pio. 94-2023 Gentlemen: During construction of the subject project, personnel of our firm have provided special inspection services in general conformance with Section 306 of the Uniform Building Code. These construction observation services were performed between September 1, 1994 and November 1, 1994. The scope of our services consisted of the following services: Drilled pier observation. Concrete placement observation and testing. Reinforcing steel observation. Based on the construction observations and testing of our representatives, it is our opinion the work observed requiring special inspection was, to the best of our inspector's knowledge, in conformance with the approved plans and specifications. We have performed our services in a manner consistent with the level of care and skill ordinarily exercised by inspection firms practicing in the same locality under similar or litions. No other representation, express or implied, and no warranty or guarantee is included or intended. Our services have been completed within the responsibilities, authority, and legal protection of an agency Deputy Inspector (UBC Section 202f). If you have any questions regarding the contents of this report or require additional information, please contact this office. Sincerely, KLEINFELDER&C'4-0 , INC. J44'&4 - Theodore J. Oien Project Manager TJO:mh cc: Southwest Contractors Jim Daniel, Cellular One 23-481330/MR2899 Copyright 1994 kleinfelder, Inc. KLEINFELDER iU ' Fite CirCle, Sacramento, CA 9582.' (916) 366-1,'01 4kq¢, Zio23 UM COU LOING 10 Sul Adv �Aq December 23, 1994 to 002 MEMORANDUM Date: 9/20/94 To Whom It May Concern From: John R. Henry, Plan Check Engineer Subject: Cantrell -Cellular One Tower Permit #94-2023 The above referenced tower permit issued by Butte County included the antennas shown on ROHN drawing number A941872, which is part of the approved plans. John R. Henry Plan Check Engineer G�U,N 7� /i� ��✓i�� 9�2°� 9 rev r 14 fle- 4-nl tig county —� QA`d = iNATURAL 'IV :ALTH AIli D 3 =AJC . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (9161 538-7541 FAX: (916) 5311-21 40 CANTRELL/CELLULAR ONE 1750 HOWE AVE. #102 SACRAMENTO, CA 95825 DATE: 8/9/94 RE: CANTRELL/CELLULAR ONE A.P: - 024-160-016 B.P.# 94-2023 With reference to the above subject, attached is: [ X ] Plan check list [ ] Red marked calculations [ ] Red marked plans Other: ACTION REQUIRED: [ X] Comply with plan check list [ ] Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required. Remarks: Should you have any questions, please call (916) 538-7541, between 3:00 & 5:00. Very truly yours, John R. Henry Plan Check Engineer r. Permit Applicant: CANTRELL/CELLULAR ONE Date: 8/8/94 Permit# 94-2023, #94-2024 The above referenced plans were reviewed by this office. Provide information and/or make revisions to plans,. specifications, or calculations as follows: Nt� - 5, ' e hPPRooso Qbr�NS PROVIDE ONE ADDITIONAL SET OF PLANS FOR BUILDING. THE BUSINESS AND PROFESSIONS CODE REQUIRES TOWER PLANS STAMPED & SIGNED BY THE ENGINEER. SUBMIT TWO SETS OF COMPLETE STRUCTURAL PLANS FOR TOWER STAMPED AND SIGNED BY THE ENGINEER. Q UNR-ROHN MUST PROVIDE WRITTEN CLARIFICATION THAT THE TOWER DESIGN WHICH CONFORMS TO EIA -222-E ALSO MEETS 1991 UBC REQUIREMENTS. THE GEOTECHNICAL ENGINEER MUST REVIEW THENIGGINS METHOD" USED TO -DESIGN 'THE PIER FOUNDATION AS IT RELATES TO THEIR RECOMMENDATIONS. COORDINATE FOOTING DIMENSIONS AND ACHORAGE METHOD SHOWN ON STEELGARD AND GERALD A. BECK PLANS. X,&O-r 16,1-1� 7DRJ671'c-- 08/22/94 12:07 $916 366 7013 KLEINFELDER X% KLEINFELDER August 22, 1994 File No. 23-481165 Mr. Michael Shoaff Cellular One 1750 Howe Avenue, Suite 102 Sacramento, California 95825 Subject: Lateral Load Design Proposed Telecommunications Facility Live Oak Site Butte County, California Dear Mr. Shoaff: 0002/002 This letter is in response to your inquiry regarding the use of the Wiggins Method for lateral load design of drilled piers for the project. In our geotechnical investigation report for the project (dated May 20, 1994), we recommended resistance to lateral loads be evaluated using methods proposed by Broms for rigid piles or using the `Pole Formula" given in the Uniform Building Code. It is our understanding engineers from UNR-ROHN chose, instead, to use the Wiggins Method. Based on our discussions with UNR-ROHN, it is our understanding the Wiggins Method is an approach proposed by the American Society of Civil Engineers (ASCE) which is more conservative than Brom's method. It is our opinion that due to the origin of this method and its conservative nature, it is an acceptable alternative for evaluating the resistance to lateral loads for the project. We appreciate the opportunity of providing continuing assistance to Cellular One on this project. If you have any questions regarding this letter or if we may be of further assistance, please contact our office. Sincerely, KLEINFELDER, INC. Randall D. Harris, P.E. Project Engineer RDH:mh 4w-2023 23-481165/NIR2781 Copyright 1994 Kleinfelder, Inc. KLEINFELDER 3077 Fite Circle, Sacramento, CA 95827 (916) 366-1701 lu : -*„ mI 0 flz to o C --J �m � August 22, 1994 r r s e! TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance R.H. USE QkLY Plot Phu Aluched Poor Plan Athched Sent to B.D. -1-14. 6 --t, j 1,-1 o- r" -jr, r!^-, -�- cQ3 W�A� �'_ a2 q " %-( -, z Owner' Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for bedroom mobile home. Other -11� Hold final for: Final clearance O.K. for: NOTE: _ �. Environmental Health Specialist Date 8/92 • TFD`L DEBF Milk, 'FRI"d, . " , ,• V4� , W--� . �- ;n N 4�� '� S TRUCTIOWAAX ON t �F-F� U I q'im: W57 ,� _ .� ��,:- .. , . a r , _. ;� �Sco e: of -.Pro THE:', JECT CONSIST: A* -.PRE-ENGI EERED t TOV PHONE -:-ANTENNAS"- PRE' BUILDING; AND CONSTI CONCRETE •FOUNDATION. BUILDING AND TOWER I UN -MANNED 'FAC' TY F C °arty ea H PoV%e A n Py..,I \,ve K Li E / L-1 I k 671, T E I ; i i '? - - 7 s' (d) 0-a o H tft ft AFh Q fib Pj �w Q. 08-31-1994 11:30 309 697 5612 UNR ROHN RO'NN. Products - 6718 W. Plank Road, P.O. Box 2000, Peoria, Illinois 61M. USA Phone: (309) 887-4400 ;TAX (309) 897.6812 _ Date: -31' y From : �0�/L /k Frew FAX Number: ��(i `. �'3 Zl y a OR D V! it CA TTiv 0 ' T° pN Pages d�ncl�ding- _ _ . LJv� OA K S /fir v1s0 /Ic r�u NAS Q� f r��ws oR p Fee 77#04-01'C " . C6141u101/Z V*tv L CoD2y • Towers • Steel Poles • Concrete Poles • Fiberglass Shelters • Concrete Shelters • Walk -In Fiberglass Cabinets • Complete Installation �V fit ROHN. Products, 14' 8718 W. Plank Road, P.O. Box 2000, Peoria, Iillnols 81858 USA Phone; (309) 897-4400 FAX: (309) 897-6812 Date: � 1+ KOm : p�lL /H Lr7r4 etc FAX'Number. G T0: �S'kTTr CG�'N'►?" klGViwG A� v . Pages (including this one): 3 re e.t/L /�'.�C. �3RR�a 7" YA / pFr'At L. icIG'It &w b /r�•� - i L e Towers a Steel Poles • Concrete Poles i Fiberglass Shelters Cuncrete Shelters 9 Walk -In Fiberglass Cabinets • Complete Installation NP 1.1.2 Whey sueteclals cher than those Specified herein are wed, the suppiler must provide ceraf ed data cmening fliftanical and chemical properties. 1.1.3 Bolts and nut locking devices (excluding guy hatdwarc). 1.1.3.1 Slip-ritkcak caaaectiona and cannectim subjected to tegsfoa where the WHICAdan of eruanally applied load results in prying action produced by deformation of the ecanecoad pans Shall be made with high-strength bolts dobtened to the m�WOU'd bolt MAWns app in the November 13, 1985, AISC. "Specifieatiaa for SOvctur I Joint& . Using ASTM A325 or A490 Holm". cceptioa Where it can be Showa that the stiffness of the cam ected, pans is atfiicieat to reigns prying fo=s to llsinif3catnce,rension connections may be Made WiQ high -Strength bolts tighmed to a Smug-agbt coodbi n as defined in the AISC Spin ted to in (NOW Contact SWAM fcr Slipaidcal eonntcdoas shall not be old or painted and for ldvaniz d maoerW4 the cona+ct sum shall be am aced in accordance with the AISC specification referred to in 1.1.3.1.) 1.13.2 Hang typo conaecdons may be made with high-stscahgth bolm tightened -to -a Ml -tight condition as dogged in the AISC speci kation t+eferr+ed to in 1.1.3.3 Wherti high -M mgth bolts are UW sad tensioned In accaF&= with lite AISC q=ification n hned to in 1.1.3.1, a nut -locking device is not required. 1.1.3.4 Bolts not covered in 1.1.3.3 require a nut -locking device. 1.13.5 Ha dip Salvagixed A490 bolffi shall not be used. 1.1.4 Mals other "Sod arena withia-the-segn of dds sacttosh. 2 LOADING sa Ddbddms 2.1.1 Dead Land — ?be weight of the at:ucturc, guys, and appurtenances. 2.1.2 kOLand--Mw radalftimess of ice applied uniformly ammdtheetpoaedsu:faces.af the armours, guys, and appurtenances. w 2.1.2.1 Unless othemm, indicated. a specified radial ice thickness shall 5e considered a& solid im 2.1.22 The density of aolld ice Shall be considered to be 56 lb/ft3 (8.8 ktN/m3]. 2.1.23 7te density of rime ice shall be cMddercd to be 30 Ib/ft3 (4.7 Mm3). 2.13 Wind lad —The wind loading requirements specified in 23 (nee Appendix A). 2.13.1 Basic Wind Speed -- FAM -Mile wind speed at 33 ft (10 m) above ground caeespending to an annual probability of 0.02 2.1.4 Appwmnances --- Items attached to the stricture such as antennas, transmission lines. conduits ting equipmCM climbing devices. pladmMS, signs, and -climbing devices, eco. 2.1.4.1 Discrete Appurtenance — An appurtenance whose load can be assumed to be concentrated at a point. LETTER OF TRANSMITTAL UNR-ROHN. Division of UNR Industries, Inc. 6718 W. Plank Road, P.O. Box 2000, Peoria, Illinois 61656 USA f Phone: (309) 697-4400 FAX: (309) 697-5612 August 15, 1994 Cellular One 1750 Howe Avenue Suite 102 Sacramento, CA 95825 Attention: Mr. Michael Shoaff Reference: Purchase Order No. Live Oak Please find enclosed the following: UPS NEXT DAY AIR COPIES DRAWING NO. DESCRIPTION 4 1 A941872 I*Certification letter and design drawing for 200' SSV tower f 1 for Live Oak Site 4 1 A941876, 1-3 I*Foundation detail for Live Oak Site *Sealed for State of California These are transmitted as checked below: X Per your above referenced Purchase Order Number For approval For your use As requested For review and comment Remarks: Signed: -t2 Philip W. Metcalfe v Northwest Division Sales Manager PWM:ls CC: Jim Connolly J. R. Cote t Gene Francis Al Krall File No. 31351PM 4 43 Years of Service to the Communications Industry 011T `7 F .'7 0 1 T i f "'f`1L4L— .. ON Dt1iG KAib{� E� e.? 6 _i`'t 1 L Kr i• I, r T O \�1 f, F ._--0 1 r 1 �y 1 I� �L'Tr� �hR'bvc r 1 o r � V /t t I .:l r S L I~ L` 4 ti 0/ T 1 ;` E- L k c, ►�i; ��fi}?�'+, li 'j11.' � 'illi+ I'� 1 �..�y',(. , 1 1 •�� � '. PACIFIC CONSULTING ENGINEERS 4020 EI Camino Ave. Suite A-1 Sacramento, Calif. 95811 Pbm*.916-482-1378 CLIENT: JOB No: ROOF L.L. ROOF D.L. LTIT ` • FLOOR L.L. FLOOR D.L. CEILING L.L. CEILING D.L. DECK L.L. DECK D.L. WIND LOAD: WIND STEELGARD, INC. �l3- q DATE: ry PSF PSF A)A- PSF fzs" PSF PSF JUA PSF PSF p_ PSF 'UA- PSF j(os PS F MPH SEISMIC ZONE SOIL BEARING PSF EXP. k-., THE ATTACHED CALCULATIONS BY BUEHLER & BUEHLER, FOR A 12' x 40' UNMANNED CELLULAR EQUIPMENT BUILDING HAVE BEEN REVIEWED BY ME FOR USE THE 12 xZS UNMANNED CELLULAR EQUIPMENT BUILDING FOR <PPC- uGA<- 60C -j BY PLACING MY PROFESSIONAL ENGINEER'S SEAL AND SIGNATURE ON THIS PAGE, I ASSUME RESPONSIBILITY FOR SAID CALCULATICNS. t� Joe .,L,,.�t a � C s ►�,, v �� act �✓c� �,-, �,.� c�. Wa4� VVIlv' ax ry-vaY, �o ►m om. P C. Job Client V�vy 40�) �o�ds d c.c kms, h� C ,fv. I, r )7- 1 L ko * 1.. /� Ci! iii �� C Ci t a - 30 Esc C,c_. zI" <1 . SZT 8o ts4- �.' o s Cb 3 z 1 L ko * 1.. /� Ci! iii �� C Ci t a - 30 Esc C,c_. zI" <1 . SZT 8o ts4- �.' o s Job `L� X brad C��Ivla. mid Zf- ROd� dlCk- F -s x.033 --#�—� tt Qw, d�r.t•�sto..s I • ' �? +fin d l5. 1'10 w%� radutt�w�s t k LS I P t.oa 93t* is I 2 b l.0'�3 . Ct,7 Sd.TY a►.c -a'L, dr d. d►. C .l.ss ,5 g �v t.00 t .00 d► q-7Odr. "5 3 b► . 1 O q. 8t L A oo 0 IL-7 •7 6:s 1 to . -LZ SECTION PROPERTIES ■//N//f//N///N//iNs///N///N////N///N//////////////NN//N//�tA .. OEAM SECTION 30 X 220A ROOF DECK fy 36.0 Ar .0095 t .0299 yr .0736 R ' .2025 R1RL SECTION ELEMENT ............................................................... A T I yA y2 A 1 .016 2.739 .000 .045 .125 2 .031 3.033• .094 .284 3 .091 1.517 .070 .138 .209 4 .478 .000 .000 .000 5 .089 1.485 .065 .132 .1% 6 .029 2.970 .086 .256 7 .015 2.718 .000 .040 .108. ...................... .748 ....... . .... .135 .534 .. ................... 1.177 A .748 t .931 yt 3.033 #Y .534 Sb 1.304 Mb 28:17 Y .714 St .402 Mt 8.67 MI SECTION reduce dements 1 end 7 ELEMENT ......................................................................... A T I yA y2 A 1 .013 2.824 .000 .035 .100 2 .031 3.033 .094 .284 3 .091 . 1.517 .070: .138 .209 4 .478 .000 .000 .000 5 .089 1.485 .065 .132 .1% 6 .029 2.970 .086 .256 7 .012 2.768 .000 .033 .093 ........................................................................ .741 .135 .518 1.137 . A .741 1 .910 yt 3.033 AT T .518 Sb St 1.303 Mb Mt 28.15 8.42 8.Zrti %�.y�� �l�. = ZL .699 .390 •M SECTION reduce •leant 4 ELEMENT ............................................................... A Y I yA y2 A 1 .016 2.759 .000 .045 .125 2 .031 3.033 .094 .284 3 .091 1.517 .070 .138 .209 4 .048 .000 :000 .000 5 .089 1.485 .065 .132 .196 6 .029 2.970 .086 .256 7 .015 2.728 . .000 ".040 .108 ........................................................................ .318 .135 .534 1.177 A AT .318 .534 1 Sb .415 .247 yt Mb 3.033-v 5.34,// �c 1 Y, 1.680 St .307 Mt 6.63 Job LZ- r x dra' C t�f (V (e,- Cu"nt ----------- ���' r -tO� e -o .r �� S -I 3 �• 32s tg,g4 ,n 4, (t Z 5,4,1 1- ( 4 P- dr. c • 3 ri L '.00 z. 32 r :ECTIoP! PROPERTIES ------------ BEAM SECTION 90 r. 3" r. 11GA FLOOR JOIST Fv 36.0 Ar .0465 t .1196 yr .0899 R .2473 d 9.000 do 8.880 FULL SECTION ELEMENT ............. A ....................... Y I vA ................................. v2 A .083 8.287 .003 .686 5.684 - 2 .046 8.791 .408 3.590 3 .285 8.880 1.533 22.495 4 .046 8.791 .408 3.590 1:003 4.440 5.877 4.453 19.773 .-6 .046. _ _._ ..090 .004 .000 1 .322 .000 .000 .000 ................................ 1.832 ................... 5.881 8.493 ..................... 55.IJJ A 1.832 I 21.647 AY 3.493 Sb 4.670 Mb 100.9 k -in vb 4.635 St 5.099 Mt 110.1 __.. _.. ._ .._.. :,t 4.245 Ma 100.9 k -i n 8.41 1. -ft Job t-7( 00� ��OL n,"' � r - :2"d z5k4Oc+k Veo 3. S -2 aL 33 (0 TL- 3z � r - :2"d z5k4Oc+k Veo i -2 aL 33 (0 TL- L Lv-s L -L- C L lv-7 b, � USA, 2 �•- o r 3 z " .� wcf c,,, . (� -+C�dcv Jcts� -7 �. k z�► x l (� cv.UOUsl so -'tc.. �% 5(� `_'VI (t,-jOJOt-.0- 1ccyv J too. � kCv`.frl \o'er 6,-) } t') w'- C.— S4- � � T ��-p•�y � �' Pl� � � D.CC�, rn g � � � � � rn moi,'{' �/ •- uj V Load -Span Tables; for PS-11plywood ON T+OUCN-SANO� (aROUP 1 OR SPAN RATIO PLYWOOD PANMS —.UMFORM LOAM (POP) CONDTON8 Z802G December 1989 MER.E 2 MULTI -SPAN. NORMAL DUROMON Of LOT4&JIha On>n poem to SWOMFIS � T1Nd LAW ftOW d $Opp ru (%who" or �nM ' !� 12 Is 10.2 H 30 31 I� q 40 1T 0 U.le0 4x1 107 ite e0 91 46 —34 38 24 1s e1. 164 12 112 1 L940' 660 298 399 ITS 233 121 e2. 6/ 46 33 22 17 17 01 U1s0 •e7 346 104 136- se 66 . 40 31 114 26 126 N 251 182 1 W 16 G.C. � 3M Zet 231 181 143 134 /6 7 100 i8 17 LAeO e07 276 163 66 43 66 36 � 31 54 23 11 164so 92 2s. � I9�2� U240 011 413 66t 248 32s 127 iN 67 :71 � i 30 20 15 /3 210 toe 106 37 am or UteO 1214 401 225 167 100 64 6e 3e 1� 20 128 111 87 206 214 132 200.0. � 490 354 290 228 180 /e0 30 2d 13 197 32 llle0 916 43e 206 141 73 211 110 91 � 60 � is 295 393 1� 171 171 47 � 23132. tn40 1373 666 S73 3� 631 282 147 121 107 76 62 27 t7 207 S7 y4 or U180 BoncOng 1831 636 301 200 134 Sd 201 1� 1� 136 107 333 241 140 24 0.0. Show �2 438 367 201 222 116 78 40 1202 S� 233 1-118 �� 1884 101e 6e3 370 209 6e0 314 176 263 164 231 172 118 60 IW 2408 OIS ite7 349. 466' 2-1.1 U240 29" 1024 20 006 t 419 361 308 230 167 67 so 43 1022 578 204 (asp 1 � WOO 3768 1343 7S6 216 180 119 97 200 - ?33 181 �1 Sbe 360 2' a 31 L3endhp 1020 746 910 490 379 364 301 , 811..1 '; � ` �;f •. � � is F i. � t i i i, ► i i. +n I i i I II q l i '--- - - =,� c�.c�"ca, -�td5 ,Client !&-t A-4, 4 �(5 Lis71 f • 't.•�ti'��t � i+ h �[. d' r L J +� �- b,%6 f L • C'i 4 ') f� 1 1 T - w��- �.t,tivct� a n i Go rn P�� ss cc•�, ,✓l�m�wts P zFz Q . 2c , X. 3 •57-5 l .Cao . Ip C 3 &T :7rTIOPI PROPERTIES BEAM SECTION 7-1/4 X 14SA FLOOP. JOIST Fv 50,0 Ar .0264 t .0747 yr .0817 R .2249 d 7.250 do 7.175 FULL SECTION ELEMENT ............................................................... A Y I vA v2 A ........ .046 6.644 .001 .304 2.021 2 .026 7.094 .187 1.328 3 .148, 7.175 1.059 7.596 4 .026 7.094 .187 1.328 5 .502 3.588 '1.894 1.802 6.467 6 .026 .082 .-002 .000 I ..167 .000 .000 .000 ........................................................................ .142 1.895 x+.542 18.739 A .94:: I 7.31? r1Y 3.542 Sb .1.947 Mb 58.4 k -in vb 3.760 St 2.14:, Mt 64..'_� vt 3.416 Ma 58.4 k -in 4.87 k -ft 0 job C 2 I y �p t r✓.c, C(uiG� j (d . I W cn«,t,c.rl of a• ,o( AS b Cly rnchs�c.•s m rn.crlst ch s 17 =�ZS�CB b . C S3G y`r ~ � t' ter*) • 3e3 �- _ z3.gry wt +" r.t d u C,+L c l St, co,.n 1 ss Cc✓� .c rr�t.-t�-c 6.14 -+ j"1 r -cd LIu, job Client . c.5l.Lu,(. Oft.'a to 2 too G 2aG -Z '7.4 kSI s/3 fig, — `/�.K 3 =� t, c� ; Ztd 3 b LAJ d-- 4� 2�" �}A. �,, trn Job v- v Cll*nt StA-4,15" cb 2dc,_t 1.128 130 C-7 6-1 t- Ac arc t.3'S5 10 . i Job 40 C!i•ne ,tvi a nOc r t ' 1p Cr. .A,` k 2 S, S- x -L . G L i cwt is v , 3 r✓a t� S �10 q,t, ,.Cih.c( '1'nG''r•L�nr� Z7.O 8 IZPi O� y r,,e 1 i SECTION PROPERTIES . ees_seaaeeseeessea_o=eaesaa.aaesseeaeaassaaassasasasa��ssas:esssassaaoss ' • SECTION 30 X 24 X.10 GA WALL..PANEL. % Fy 45.0 j Ar .0538 `. I t .1345 yr 0926. ! i d , ., .2.866 R .2549 FULL SECTION ELEMENT A Y I . yA '' . : y2 A ........ ....................... .....:.........:.......:....... { 1 .226 2.866;.647 1.854 , 2 .054 2.773: .149 .414 �. 3 .317 1~433: .147 x'.454 .651 4 .054 .093` 005:' -.000 ! 5 3.176 .000 .000 :I .000 6 .054 .093*. .003 :: ! 000 7 .158 844: 018 .134.' ! 113 3 ........... oboe ... ........:................... ...................... .... 4.038 .165 ' 1.394'' � 3.032. ' 2 • ! ' ,- t • � 2.521 A 4.038 I i .716 Y , AY 1.394 Sb :i 7.869 Mb j 212.45 yb .345 St ! 1.077 Mt '� 29.09 +M SECTION reduce elesent 1 �• ELEMENT A Y I yA y2 A ..................:...................................................... 1 .2072 866 �' .594 1 '704 �. 2- .054 ! 2.773 A49! : 414 ' j 3 .317 .147 .454: 651 'i 4 .054 .093• X005 .000' ° 53.176 .000. 0001 .000 , 6 .054 .093. ! .005 000 is ! ! 7 .158 .844' " .018 134 ' 113 ' ....................................................... 4.020 .163 1.341 '2.882 A 4.020 I 2.599 yt 2.532 AY 1.341 Sb 7.789 Mb 210.31• yb .334 St ! 1.026 Mt 27.71 W •;ECTION PROPERTIES ;=.=ca=......a ........==............. ........... SECTION V X 24 X 10 GA WALL PANEL f. W •;ECTION PROPERTIES ;=.=ca=......a ........==............. ........... SECTION V X 24 X 10 GA WALL PANEL Fy 45.0 Ar .0538 t .1345 yr .0926 R .2548 d 2.866 " FULL. SECTION ELEMENT AY I _ vA Y2.A . . . . . . . . . . . . . . . . . .•. . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 .226 2.866 .647 1.854 2 .054 2.773;. .149 ,'.414: ' 3 .317: ;1.433- .147 .454: .651 4 .054:.. .093,..:.. .. x::.005 .000 .. 5 3.176 .000:.: : j:...000 .000 ' 6 .. 054 .093 ,< ... .005 .000 7 .158 .844::. .018 .134 .113 ••.............................:.................:................ 4.038 .165 .1.394 3.032 A 4.038 I 2.716 yt 2.521 AY 1.394 Sb 7.869 Mb 212.45 . yb .345 St. 1.077• i Mt ' 29.09 ♦M SECTION reduce element i ELEMENT A :Y I yA y2 A �. ......................................................:............... 1 .207. 2.866 ' .594 1.704 2 .054 2.773 .:.149 .414 3 .317 1.433: .147 '.1.454 .651 4 .054 .093 : i :;.005 .000 5 3.176 .000 :000 .000 6 .054 .093 ; .005 :.000 7 .158. .844. .018 .134 .113 ............... ............................................... 4.020' .165 1.341 .......... 2.882 p 4.020 I 2.599 Yt 2.532• AY 1.341 Sb 7.789 Mb 210.31 Yb .334 St 1.026 Mt 27.71 SECTION FOR AXIAL LOADING 'reduce aleeents f"and S ' NT ELEMENT A Y - YA ; Y2 A. :•;. .......s, ......................s,... ... .:..... ................ ' 1 .207 2.866 :cI i. !:.594 1.704 I 2 .054 2.773 i 'I ';'. 149 .414 I' ' 3 .317 1.433 ; ;' .147 1 : --:::.454 I .651 4 093' i. . 005 .000 5 .054 .00Q, `i' : '':000 .000 b .827 054 .093 r' : r ":, . 003 's j . 000 = 7 .1 S8 .844 ,•• sl018 . '`:.134 �- !'i •' 113 I 1 t "1 1.671 .165 f 34 L' 2.882 �I.i + A f .671 I' I /: I 1.970. s;;;.t. Vt j .275 . 1 AY 1.341 i. Sb . 4S4�: j 1:{ ;';: ;;Mb , .. 2 , S. 93 ' Yb .803 St 7.172-: `' °i B 't::Mt .:f 17.38. it ?� �� 1 ' � .: � .t�°e�)e:�••.: -;�' �� � .. .:i•' I !jj .i. i .. Is Ii'•. ul. . l.% i. Job Client ks x ��� C �t l vlae T31d5 :w(5�,�c L g�'� tot � �.[ sc ►.� g w� - - �,. $- 5 80 mph C, ssf— ` A cc.r '7 Z Q Sl.�tc✓, �-s I v� wall s w drop 46 I job CIiMt �z'X�o� Ccl��l4Y�31aE S't_ttl o,,a� ' -VJ ( ,ld.Gl ton __. or WC., S,�cs•���c. kip,,3( (Gd E. �D�1CGket�. -5lG 34t marc Lp V5 L) S,,, ,61ock-.,,,d i E I,o,h►, E t9" � P 37,r��°� �1�5 l� ^ to a Lo d e, k << % kO AdLc -t-l-\ L " eco marc. �1d5 l i-,S��, bL ZL N a ti r J w s � P, ti 0 �- �. 3 a s 9 � ejjp .— n � N D T U t r 4 � J N a ti r J w s � P, ti 0 �- �. s � N D T 04- 0 3 Job Client, � l eta A Client It � � z� e 2� �► z� 3Z� � �o = «5 t Z 32 000 % -73G -�y —7 '50 ,. 3zs 1/ -� r = 800 < i �8 51d Job c c,.t , t Dent, - ---------- Ao 07 W4 Pao .41 Al a to p �z IL f to -50 z7.•'7 �70 �COrn6 .2.84'- O -P P/Gaw` /I V4 rr;a v 'L7 4-P cc lw Job cn«n AZ !2 ►k 28' Cz ((6,, [a - f3 (o(3 OL 04 (c, mho[ : �.�.g �( - 36 �' Ni -f- Z l� ►� Pa(,+l (s Pa O� rru, s q •� i rct s Shtar 1�.c•1o(kn 5 o►ccuvrs Con f� C LNs 6.cf� aye) c r °7° n ,5 s Axe P*O&V(C&d 6� st c(�... d' r�aa LAa.�S �. S,cc.fv✓`n"1C ev,"'P �'n5 fou nGt occt' �Gw1ST-G✓'.,cc� "�'�1 lJ✓' t-�N S (ort clie"I ZSJ LO.Acj&- of A31 tag 0 toA Ole - Sc A,-) k -,J. Ab- bet -Let 3C., 1 471 A31 tag 0 toA ••:-jam l2' x deoC 1, t(oj ClWnt °i `t z bi . i p .. '0 % - t . Lir �j Con+ v. S �• Art 'may�:..►►�n'q,n, Ick x..73 drto -, kat V �o� `�►�� �aadCs �b� t,sL � ate wJ *lob • clkwit 44� 7- W197 REQUESTED BY - After recording please return to: Cellular One 1750 Howe Avenue, Suite 102 Sacramento, CA 95825 ATTN: Director of Operations 0 94-010419 1 Recorded 1 Official Records I County of 1 Butte 1 Candace'J. Grubbs I` Recorder 1 8:02am 8 -Mar -94 I State: Market: Cell ID: MEMORANDUM OF LEASE OPTION ?4-10419 r _'. Rec Fee 24.00 Check 24.00 PUBL JR 7 California Yuba Live Oak between Jewell Cantrell ("Landlord") and Yuba City Cellular Telephone Company ("Tenant"). For good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. Landlord grants to Tenant an option to lease Athe "Option") a portion of the property (the "Property") legally described in Exhibit A attached hereto and incorporated herein by this reference. The portion of the Property (the "Premises") which is subject to the Option is more particularly described in Exhibit B attached hereto and incorporated herein by this reference. 2. The Option is for -term of -Twelve (12) months and shall commence on the day of , 199Y and shall terminate on the .2t/ day of4v✓c- 99,5. Tenant has the right to extend the Option for an (additional Twelve (12) month term. 3. This.Memorandum is prepared for purposes of recordation only and does not set forth all the terms and conditions set forth in the Option Agreement. The Option Agreement and this Memorandum shall be construed to be but one agreement and in the event that there is any conflict between the terms and conditions of the Option Agreement and this Memorandum, the Option Agreement shall control. COUIMY OF BUTTE IWIIDING DEPT J U l 19 1994 0 DATED this `f day of. 1994 LANDLORD: JEWELL CANTRELL 94-10419 Bts. Tax ID/SSN : X5-70 - 3& TENANT: YUBA CITY CELLULAR TELEPHONE COMPANY G By: Michael D. Brink Its: Director of Technical Services c . 94- 104 19 EXHIBIT A PARCEL 1: All that certain real property situate in the County of Butte, State of California, described as follows: A portion of Section 18, Township 17 North, Range 3 East, H.D.B. d M., more particularly described as follows: Beginning at the Southeast corner of said Section 18; thence North 1°42' West along the East line of said Section 18, a distance of 980.96 feet to the Southeast corner of that certain parcel of land described in the Deed from Walter L. Harkey, at ux, to Jess R. Cantrell, Jr., et ux, dated Dec- ember 12, 1951 and recorded December 12, 1951 in Book 611 of Butte County Official Records, at page 404; thence South 89"18' West along the South line of said Cantrell property, 660.0 feet to the Southwest corner thereof, said corner being also a point in the East line of that certain parcel of land described in the Deed from Walter L. Harkey, et ux, to Thomas J. Cox, at al, dated October 15, 1952 and recorded May 5, 1953 in Book 671 of Butte County Official Records, at page 218; thence South 1'42' East along the East line of said Cox, et al, property, 505.56 feet to the Southeast corner thereof; thence South 89'18' West along the South line of said Cox, at al, property, a distance of 1298.26 feet to the Southwest corner thereof, said corner being also a point in the Easterly line of that certain parcel of land described in -the Deed from Walter L. Harkey, at ux, to Thomas J. Cox, at al, recorded June 16, 1948 in Book 474 of Butte County Official Records, WTIALS at page 499; thence South 15'51' East along the Easterly line of last re- ferred to Cox, at al, property, a distance of 203.02 feet to the Southeast corner thereof; thence South 89°18' West along the South line of last re- ferred to Cox, at al, property, and the Westerly extension thereof, a dis- tance of 645.0.1 feet to a point in the Easterly right of way line of the Southern Pacific Railroad; thence South 15°51' East along said Easterly. right of way line to a point on the South line of said Section 18; thence East along the South line of said Section 18 to the point of beginning. EXCEPTING THEREFROM all that portion described in the Deed to the State of California recorded October 17, 1944 in Book 288 of Butte County Official Records, at page 43. -PARCEL 2: All that certain real property situate in the County of Butte, State of California, described as follows: A portion of Section 19, To.mship 17 North, Range 3 East, M.D.B. & M., more particularly described as follows: Beginning at the Northeast corner of said Section 19; thence South along the East line of said Section 19, a distance of 1321.3 feet to the Northeast corner of that certain parcel of land described in the Deed from Walter L. Harkey, et ux, to A. M. Robinson, recorded April 2, 1942 in Book 289 of Butte County Official Records, at page 60; thence along the Northerly boundary of said Robinson property, the following courses and distances: South 85°00' West, 693.0 feet; thence North 7°00' West, 195.0 feet and South 81°54' West, 1327.9 feet to a point on the Easterly right of way line of the California State Highway 99E, as the same existed on April 2, 1942; thenco Northerly along the Easterly right of way line of said Uighway to a point;on the North line of said Section 19; thence East along the North line of said Section 19 to the point of b -ginning. EXCEPTING THEREFROM all that portion described in the Deed to the Stite of California recorded October 17, 1944 in Book 288 of Rutte County Official Records, at page 43. END Gf DG'CUMENT 32 r r.53 AC 6 9.46 AC 91440419 6.5 to 99 08 1 L TURNER _.. 13.39 673.64 312.38 Q 3F2M6. 70 Q 660 4 326.70 cJ " M 19 0.45AC. /3 �-�� Vc AC "' 28 150AC. 5 AC. ' 09 3 13.50 AC. O'074 - /bo •to to ui 17.205 AC AC ' Z wi -2r '8 559.53 673.64 �6 29.66A i �- 3.27AC Iva 18 17 19 20 19 INRIALS ASSESSORS MAP- N% L4-16 COUNTY OF BUTTE ,CAL I f END OF DOCUMENT oun PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7601 FAX: (916) 538-7785 July 19, 1994 Michael L. Shoaff, Cellular One 1750 Howe Avenue, #102 ' Sacramento, CA 95825 Re: Use Permit, AP No. 011-340-117, and 036-500-071 Dear Mr. Shoaff: Enclosed is your validated Use Permit No. 94-67 to allow the expansion of a pre-existing cellular telephone facility at 83 Bronson Court, `Oroville and at Doe Mill Road, Forest Ranch - area. Please note that you received your original Use Permit from the Planning Division on July 14, 1994. Please attach the enclosed "Approved map to your original Use Permit Should you have any questions regarding this matter, please contact this office. between 8:00 a.m. and 4:00 p.m., Monday through Thursday. Very truly yours, Barry K. KHogan 9 Planning Manager BKH:bd Enclosure cc: Building Division Land Development Division Environmental Health Department of Forestry USE PERMIT BUTTE COUNTY PLANNING COMMISSION _� u I._ v 1 4 1 '� , 4 DATE: (Certified Mail Rec.) 94-67 PERMIT NO. 011-340-117 and 036-500-071 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Cellular One, attention Michael L. Shoaff is hereby granted a Use Permit in accordance with application filed: Use Permit to allow the expansion of a pre-existing cellular telephone facility at 83 Bronson Court, Oroville and at Doe Mill Road, Forest Ranch area. I. 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. 24-62. 2. Unless otherwise provided for in a special condition to this use permit, all conditions must be completed by the Permittee within 12 months of the delivery of the countersigned permit to the Permittee. 3. If any use for which a 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. 4. 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. SPECIAL CONDITIONS: 1. Applicant shall comply with all other applicable State and local statutes, ordinances, and regulations. 2. Meet the Fire Department's requirements for 30 foot clearance. 3. Environmental Health review shall be required if fuel is to be stored. Minor changes may be approved administratively by the Director of Development Services upon receipt of a substantiated written request by the applicant. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment: I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are in fact the conditions which were imposed upon the granting of this use permit, and that I agree to abide fully by said conditions. Dated: Applicant !` NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and Health Department permits before starting construction, nor does it waive any other requirements. Butte County Planning Commission Chairman CC: Land Development Division Building Division Health Department Department of Forestry a— as ut ,OWL EXZ—,NG UOCKOUr MWER r X54 2STSF— PROPOSED NEW TOWER DEVELOFL-MENT PLAN DATE USE PZEIT Z VARIANCE BY. hl . 20 N/V/7-7Laj r? PLAN VIEW ,<—., ?N) Wnu TOWF— . WAV LE: Go, dIbE 6�►DlAF 6OUNW OF 19UTTE -�� BUILDING DEPT r JAN 0 9 1995 lk"'KLEI N FELDER December 23, 1994 File No.: 23-481330 County of Butte Building Dept. 7 County Center Drive Oroville, California 95965-3334 Subject: Final Report Special Inspection Construction Observation and Testing Services Live Oak Telecommunications Tower Butte County, California County of Butte Permit No. 94-2023 Gentlemen: During construction of the subject project, personnel of our firm have provided special inspection services in general conformance with Section 306 of the Uniform Building Code. These construction observation services were performed between September 1, 1994 and November 1, 1994. The scope of our services consisted of the following services: Drilled pier observation. Concrete placement observation and testing. Reinforcing steel observation. Based on the construction observations and testing of our representatives, it is our opinion the work observed requiring special inspection was, to the best of our inspector's knowledge, in conformance with the approved plans and specifications. We have performed our services in a manner consistent with the level of care and skill ordinarily exercised by inspection firms practicing in the same locality under similar conditions. No other representation, express or implied, and no warranty or guarantee is included or intended. Our services have been completed within the responsibilities, authority, and legal protection of an agency Deputy Inspector (UBC Section 202f). If you have any questions regarding the contents of this report or require additional irfortratien, please contact this office. Sincerely, KLEINFELDER, INC. r BUTTE CO 1 i 'N%- �� BUILDING DEPARTMENT ENT Theodore J. Oien APP O V D Project Manager TJO:mh cc: Southwest Contractors Jim Daniel, Cellular One 23-481330/NM899 December 23, 1994 Copyright 1994 Kleinfelder, Inc. KLEINFELDER 3077 Fite Circle, Sacramento, CA 95827 (916) 366-1701 v� I BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School Districtq (;� l/ Building Department No. A.P. Number Jurisdiction ( J City County Property Owner L L- _ _. C L C/ (_ .q <2 - d 4l � Property Location/Address _ i I & Subdivison Residential Development Commercial/Industrial No. of Living MHI Units New Lot No. Sq. Footage Addition (Group R) Sq. Footage �6 Addition (Including Exterior Roofed Areas) /Y Building Departme Rep esentative Date (Floor Plans reviewed by School District Personnel) District Identification No. 9 �� _School District certifies that (Applicant) (Street Ad ress) - (Phon�Nu�ber)��� (City) (State) (Zip Code) has complied with the requirements of Resolution No representing _�OU_ _ square feet. jo,e4 1��606'611f School Distri Representative by payment of $ 171.2 Date / Paid by Check Number — _ Remarks: 454 Bank Number _ _ � Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.wkl (4/92) MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift. 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cupancl, Area Propert Gypsum Board 1st Layer 2nd Layer Walls Ceilings COMMERCIAL 024-160-1rB Q/(P PERMIT#94-2024 CELLULAR ONE TURNER AVE., GRIDLEY ° FND FOR SHELTER BLDG I .�-----�,4_-_Qb�.3 t a U© is15/yf 4 a ���� 3 f' LELECT��� COPy f Date t, .J JOB FINALED Signature CERTIFICATE OF OCCUPANCY ISSUED (Date) Signature. V OK O = Not OK - = Not Applicable ���� = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 2. Ftg., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab; 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 -Lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'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. 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 Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. 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-Su000rt Fix. ERCIAL 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 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 #'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-Mech. 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 O 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 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occucancv (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION i 7 County Center Drive - Oroville, California, 95965 - Telephone (916) 538-7541 PERMIT N APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 024-160—' - 20NIN BUILDING PERMIT OWNER CANTRELL CELLULAR ONE TELEPHONE 849-0888 SQ. FT. OCC. BUILDING VALUATION 336 7,392.00 OWNER'S MAILING ADDRESS 1750 HOWE AVE CONTRACTOR'S NAME UNKNOWNTELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 7,392.00 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 99.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 49,50 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS AVETURNER PERMIT FEE $ 168.50 GRIDLEY PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other FEIN / SHELTER SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New a Addition ❑ Remodel ❑ Utilities ❑ Installation O Other ❑ Describe Work: FEN FOR H1116 PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 600' OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCC P. OR ADDNS. ( a, ACC. BLOS. ) 3.50 FTSO.. CONTRACTORS LICENSE LAW I,declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensation, will do ,Ke work, and the structure is not intended or offered for sale. (Sec 7044) I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) $ SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BAL @ ).60 Ex. Occu FIXED APPLNS. OR p' ( OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a VI lhrtificate of Consent to Self -insure. I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes.occ I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the gran Ing t is permit. Date 7 Signature of Applicant caner ❑ Contrac Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. V Mobile Home Installation Fee $ Energy Inspection Fee $ co T TOTAL FEE $ 168.50 HA2. FfE$ '/ =MP FLOOD %—r c0F PAflC HD u This permit is hereby issu d under the applicable B Coun Co a and/or Resolutions bove f whi fe ave been ?EMRMITEXPIRESON / I atel provisions to do work paid. ate 9 f 9 Receipt NO. 167219 — 69.50//— WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT PrY:�'�hv.'.r"" 'l�l.n:^N,rw .. irr^ti'i`:,w"y(.....,�`'�.� �{,.�-w.. ..--r.-.�wr•••-d'1' Rs«$..:..�:yi.lea'.�..Cl'"Y:-. .ga1.i'T ^r�.,�,.p .w..-�t., w.. ��,.w .. .ry.�, .n �. ,. •. y� 1 t t a COU,NTYOF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER1,4.e- 6.1i sL-- A. P. No. 24 — A�rdA�p Proposed Building Use FVIV Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing arp6/or issuance: DATE RECEIVED BY 1. All items have been submitted . ......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and callus, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form. . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ..................... . 8. Engineered truss details and layout in duplicate (required prior to plan check). .... g. obilehome data and r nufac urer's installation instructions, 2 sets. ........... Fees of $ ��'l , (i ..... Im act fees a ss hown on atta ed schedule.�...�� � P T)2 California Department of Forestry plan approval fees . ....................... . Flood elevation letter (100 year flo d by California Engineer. .. .............. 14. Sanitation and plot plan approval .�i Health Department. ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. f 7. Planning approval for (A) Use: (B) Parking: 8. Contact Land Development about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy). 1...Preanspeaio� �reqs 20. Pre -inspection for required. .. to Building Inspector coace> 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _)........ :.. . !Recorded copy of Agricultural Ackno dement tatement. 25. Letter of signature authorization.-?�i cel creation and 6 right way to ht of .... . 26. Copy of recorded deed of par g y a Public road. 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. .........,•..... . Existing violation a iced perMits. Plan check list. _(.� • �(��• •� . "l`�" ......................... . 131 34. 111 1 When you issue the permit, process as follows: Mail to owner. Mail to contractor TelephoneW9- and hold for pickup at 1040 office. Other Parcel Creation.—/ Acreage Applicant 1 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date _ Deliver with inspector. Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, advised of above re it d d to by _ phone _ mail u ter by_ Date Plans checked by Date Plans approved by - Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Orov a, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ��� ZONING BUILDING PERMIT OWNER / G G�v ` TELE o E Q. FT. OCC. BUILDING VALUATION OWNERS MAILING DRESS CONTR TO S NgME � TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 7/ LENDEWS MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ , Q ARCHITECT OR ENGINEER ucaysE NO. Plan Checking Fee $ / Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS / PERMIT FEE $ PLUMBING PERMIT Fi ing Fee 20.00 Each Trap 7,00 Solar or heat pump water heater 2,3-&0 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE 0 ��6 / 7E& SFO Duplex ❑ Mobilehome ❑ Other 1�/ '(�/ SPECIFY Gas piping system 1 - 5 outle 15.00 Building sewer 15.00 Mobile Home S W @20.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation D Other❑ Describe Work: '//� ( `� A/ -b f/ PERMIT FEE g Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( "OR LESS ) 23.00 200A OR LESS Main Service ( 200A TO IOGOA ) 46.00 NEW CONST. DWELLING OCCUP. 0. OR AODNS. ( & ACC. BLOS. ) 3 FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ 1 am a licensed underrovisions of Chapter 9, Division 3 of the Business and P P Professions Code and my license is in full force and effect. License No. Classification ❑ 1, as the owner, 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) D I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) D 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET .NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIH. Ex. Occup. ( OUTLET OR FIXTURES 20 @ 1.00 BAL. @ .50 Ex. Occu FIXED APPLNS. O P' ( OUTLETS (RESIDA. 5.00 ) Temporary Service 23.00 Mobile Home Facilitie 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions.or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMITfling Fee 20.00 Heating Cooling Hood 6.50 Ventilation ERMIT FEE $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way ace ru against said County in consequence of the granting of this permit. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" dee d demolition or construction of structures over 3 stories in heigh . Mobile Home Inshallation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. I D. FEES I IMP I FLOOD I COF PARCEL I PD HO ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BY —Date— ateRoceiptNo. PERMIT EXPIRES ON (Datel Receipt No WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .tel . . BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER APN 6�?5Za l�Q' d 6 - Firm Name _-'cz/Aw4ec_ ��/e_ Address OGI ��� 061 Address Nature of Business Ce`"I�, c- A4ek,Nz 5e -,x, Contact Person 1< 1 I �/�'' Phone # (9/e;99—da 1. Des 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 &st ndard temperature 4 pressure), or formulation containing hazardous material? NO DYES 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 Ahool site? NO 0 YES F YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, times, vapors, or other volatile compounds? "0 13 YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative (Signatu el Date/ BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, ElEl 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. 0 The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD -Fire Dept. _Rt -.,.� ;�. 1 � : .uro.''=q°'4'�,n..a,r "i'rl%f� •.�/a •,•-•: _.. ... :...a _ _ - _ 024-16-0-016 95-189.7 P ,CELLULAR ONE Turner Ave, Gridley `(set propone tank & generator) Y Y -9G f 1 9 I t w OFFICE COPY Address ' GAS Meter BY ELECTRIC e `M It COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95tI65 - Telephone (916) 538-7541PERMIT NO. APPLICATION AND PERMIT ;} /� `X_ ASSESSOR PARCEL NUMBER 024_160-016 ZONING A40 , BUILDING PERMIT OWNER CELLULAR ONE, W—rZ 959 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 10034 GaOETHE RD SA`TO, 95827 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNIOJOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEERS "UNG ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDINGADDRESS TURIPM P, AVE PERMITFEE $ GRIDI EY PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDN510N'S NAME PARCEL MAP Solar or heat pump water heater 23.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other CE-11UL-AR MIT SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑X Describe Work: SET PROPANE TAW & GLMATOR Mobile Home TEK W @20.00 PERMITFEE $ 35.00 Contractor ELECTRICAL PERMIT Filing Fee 20:00 Main Serviceeo0v OR LEss ( zooA oR LEss ) 23.00 Main Service ( 200A To 1000A ) 46.00 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. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDS. ) SO, 3.50 FT. NEW CONST. / MULTI -OUTLET NON-RESID. \ BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) a SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) 20 Q 1.00 BAL 50 Ex. Occup. OUT�s(RESID.°eA ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 3 • • PERMITFEE $ Contractor 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 permi6s issued. 111 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 MACHANICALPERMIT, Filing Fee 20.00 Heating Cooling HoOf�. • 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if 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 if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall __JodhwithcornKiy with those provisions. �i X ; ° �'-`�----� Date Signature of Applicant - ❑ Owner ❑ Contractor KAgent An OSHA permit is required for excavations over 60" d ep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST: TYPE TOTAL FEE $ 72.50 HA2. 'D. FEES I IMP I FLOOD I CDF PARCEL I PD HD ISSUE This permit is hereby is ued under the applicable provisions of the ,Butte County Cbde and/Or Resolutions to do work indicated bey' for which fees have been paid. U /�M By ate £ a PERMITEXPIRESON "�7 (Dare) ReceiptNo. 150934 I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF P eVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Orovti'le, California 95965 - Telephone (916) 538-754PERM NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 024-160-016 ZONING A40 BUILDING PERMIT OWNER CELLULAR ONE OMH-0 5959 SO. Fr. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 10030 GOETHE RD SACTO, 95827 CONTRACTOR'S NAME UNKNOWN TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER ON WN Total Valuation Is LENDER'S MAILING ADDRESS Fling Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS yoo TURNER AVE PERMITFEE $ GRIDLEY PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LAT NO. SUBDIVISIONS NAME PARCEL MAP Solar Or heat pump water heater 23,00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other CELLULAR SITE SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑� Describe Work: SET PROPANE TANK & GENERATOR — Mobile Home I S I GI W @20.00 PERMITFEE $ 0 Contractor ELECTRICAL PERMIT Filina Fee 20:00 50 Main Service 0V OR LESS ( 20OA OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 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. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of -the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (tel, 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 NEW CONST. DWELLING OCCUR \ OR ( 8 ACC. / So. 3.5¢ FT. NEW CONST. ONST. // MULTI -OUTLET TLE NON-RESID. \, BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES)2AL0 S I.00 BSO Ex. Occup. ouriETSPPLLNS.ORA ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 35 KW GEN. PERMITFEE s 17 sn Contractor 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 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I' 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 la s of California, and agree that if I should become subject to the workers' comp sation provisions of section 3700 of the Labor Code, I shall co with those provisions. X Date �S Signature of Applicant - ❑ Owner ❑ Contractor Agent OSHA permit is required for excavations over 5'0" deep and demolition or construction_ of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ 72.50 HAZ. 1 D. FEES I IMP I FLOOD CDF PARCEL PD HD ISSUE under the applicable provisions of tnd/or Resolutions to do work indils have been paid. ThisliT! BAn BY Q at PERMITEXPIRESON % (ate) Receipt No. WHITE-D.D.S.-B. D. CANARY -AS S R PINK -INSPECTOR GOLDENROD -APPLICANT CELWLARONE� 10030 Goethe Road, Sacramento, California 95827 • FAX (916) 857-6438 May 10, 1995 To Whom It May Concern: This letter authorizes Scott Hippen and/or Ron Domin to pay for and pick up any required building permits needed for construction for Cellular One, 10030 Goethe Road, Sacramento, California 95827. If you have any questions, please contact Chris Poff at 916-857-6402 or myself at 916-857-6401. Yours truly, Penny Riggs, PS Central District Technical Services Site Development Department c: Chris Poff Patrick Poling ' KLEINFELDER GEOTECBNICAL INVESTIGATION REPORT PROPOSED TELECOMMUNICATIONS FACILITY LIVE OAK SITE BUTTE COUNTY, CALIFORNIA May 20, 1994 This document was .prepared for use only by the client, only for the purposes stated, and within a reasonable time from issuance. Non-commercial, educational, and scientific use of this report by regulatory agencies is regarded as a "fair use" and not a violation of copyright. Regulatory agencies may make additional copies of this document for internal use. Copies may also be made available to the public as required by law. The reprint must acknowledge the copyright and indicate that permission to reprint has been received. 23-481165/MR2704 Page i of iv May 20, 1994 Copyright 1994 Kleinfelder, Inc. s t t r kn KLEINFELDER May 20, 1994 File No. 23-481165 Mr. Michael Shoaff Cellular One 1750 Howe Avenue, Suite 102 Sacramento, California 95825 Subject: Geotechnical Investigation Report Proposed Telecommunications Facility Live Oak Site Butte County, California ` Dear Mr. Shoaff: Kleinfelder is pleased to present the attached geotechnical investigation report for a proposed ' telecommunications facility to be located west of Cowee Road approximately 1/4 mile south of Turner Avenue in the Live Oak area of Butte County, California. The purpose of our investigation was to explore and evaluate the subsurface conditions at various locations on the site in order to develop geotechnical engineering recommendations for project design and construction. 1 d 1 t r Based on the results of our field investigation, laboratory testing, and engineering analyses, it is our professional opinion the site may be developed for the proposed telecommunications facility using conventional grading and foundation construction techniques. Recommendations regarding the geotechnical aspects of project design and construction are presented in the following report. Recommendations provided herein are contingent on the provisions outlined in the ADDITIONAL SERVICES and LIMITATIONS sections of this report. The project Owner should become familiar with these provisions in order to assess further involvement by Kleinfelder and other potential impacts to the proposed project. 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. Very truly yours., KLE LDER, INC Randall D. Harris, P.E. Pro'ect Engineer Ra and Costa:E. Y Jr., Project Manager RDH:RC:mh cc:' Client (5) 23-481165/MR2704 Copyright 1994 Kleinfelder, Inc. 11-1- L D. yq 6 N0.47364 N Exp.12-31-5S—j CIVIL �P Of CAU�0 Page ii of iv KLEINFELDER 3077 Fite Circle, Sacramento, CA 95827 (916) 366-1701 May 20, 1994 t A k'q KLEINFELDER TABLE OF CONTENTS SECTION............................................................................................. PAGE INTRODUCTION........................................................................................ 1 General.............................................................................................. 1 Proposed Construction............................................................................ 1 Purpose and Scope of Services.................................................................. 2 SITECONDITIONS..................................................................................... 3 Surface.............................................................................................. 3 Subsurface.......................................................................................... 3 FloodLevel........................................................................................ 3 CONCLUSIONS AND RECOMMENDATIONS................................................... 4 General.............................................................................................. 4 ExpansiveSoils.................................................................................... 4 General............................................................. 4 Options to Address Expansive Soils ................................................... 4 Recommended Options to Address Expansive Soils ................................. 5 SitePreparation.................................................................................... 5 Strippingand Grubbing.................................................................. 5 Existing Utilities, Wells, And/or Foundations ....................................... 6 Scarification And Compaction.......................................................... 6 Temporary Excavations........................................................................... 7 General................................................................................ 7 Excavations and Slopes.................................................................. 7 Construction Considerations............................................................ 8 EngineeredFill.................................................................................... 8 Materials................................................................................8 Compaction Criteria...................................................................... 9 TrenchBackfill................................................................................... 10 Materials...............................................................................10 CompactionCriteria..................................................................... 10 Drilled Pier Foundations........................................................................ 11 General.............................................................................. 11 Axial Capacities.......................................................................... 11 Estimated Settlement.................................................................... 11 Lateral Resistance....................................................................... 11 Caving/water Intrusion.................................................................. 12 Casing 13 Bottom Preparation - Cased Excavations ............................................. 13 Steel and Concrete Placement - Cased Excavations ................................ 13 SlurryDrilling........................................................................... 13 Tremie Concrete Placement............................................................ 14 SpreadFoundations........................................................................... . 14 Allowable Bearing Pressures........................................................... 14 Estimated Settlements................................................................... 15 23-481165/MR2704 Copyright 1994 Kleinfelder, Inc. Page iii of iv May 20, 1994 LJ Ik'q KLEIN FELDER Lateral Resistance....................................................................... 15 Construction Considerations........................................................... 15 Concrete Slabs Supported-on-grade............................................................ 16 Subgrade Preparation................................................................... 16 MoistureControl......................................................................... 16 Rock Capillary Break.................................................................... 17 VaporBarrier............................................................................. 17 Slab Reinforcement...................................................................... 18 ADDITIONAL SERVICES............................................................................19 ProjectBid Documents.......................................................................... 19 Plans and Specifications Review............................................................... 19 Construction Observation and Testing......................................................... 19 LIlMTATIONS........................................................................................... 20 APPENDIXA........................................................................................... A-1 FieldInvestigation.......................'....................................................... A-1 LaboratoryTesting............................................................................. A-2 Listof Attachments............................................................................ A-2 23481165/MR2704 Copyright 1994 Kleinfelder, Inc. Page iv of iv May 20, 1994 A Ll I I I I I I I i I GEOTECHNICAL INVESTIGATION REPORT PROPOSED TELECOMMUNICATIONS FACILITY . LIVE OAK SITE BUTTE COUNTY, CALIFORNIA INTRODUCTION GENERAL Jk� KLEINFELDER 1 In this report we present the results of our geotechnical investigation for a proposed telecommunications facility to be located west of Cowee Road approximately 1/4 mile south of Turner Avenue in the Live Oak area of Butte County, California. The'site location relative to existing streets and topographic features is shown on Plate 1. This report includes our recommendations related to the geotechnical aspects of project design and construction. Conclusions and recommendations presented in this report are based on the subsurface conditions encountered at the locations of our explorations and the provisions and requirements outlined in the ADDITIONAL SERVICES and LIMITATIONS sections of this report. Recommendations presented herein should not be extrapolated to other areas or used for other projects without our prior review. PROPOSED CONSTRUCTION The proposed 'project will involve construction of a 200 -foot -high, 3 -legged lattice tower and an adjacent, prefabricated equipment building. The proposed building will encompass approximately 200 square feet in plan area; total site lease area is approximately 3,025 square feet (55 feet by 55 feet). Maximum foundation loads were not available at the time this report _ was prepared. Grading plans were not available at the time this report was prepared; however, as site �. topography is relatively level, earthwork cuts and fills of about 1 to 2 feet in vertical extent are expected to achieve a level building pad and provide positive surface drainage. Excavations for underground utilities are not anticipated to exceed 3 to 5 feet below existing site grade. A plot plan indicating the proposed project layout is shown on Plate 2. 23-481165/MR2704 Page 1 of 20 May 20, 1994 Copyright 1994 Kleinfelder, Inc. I I I I I I I I I ll t I [� KLEINFELDER PURPOSE AND SCOPE OF SERVICES The purpose of our investigation was to explore and evaluate the subsurface conditions at various locations on the site in order to develop recommendations related, to the .geotechnical aspects of project design and construction. The scope of our services included the following: o Exploration of the subsurface conditions at various locations within the area of the proposed construction utilizing a drilled boring. o Limited laboratory testing of representative samples, obtained during the field investigation to evaluate relevant engineering parameters of the subsurface soils. o Engineering analyses on which to base our recommendations for the design and construction of the geotechnical aspects of the project. o Preparation of this report which includes: • A description of the proposed project; • A description of the surface and subsurface site conditions encountered during our field investigation; • A statement relating the site location to flood levels shown on the relevant Federal Emergency Management Agency (FEMA) flood zone map; • 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 • An appendix which includes a summary of our field investigation and laboratory testing programs. 23-481165/MR2704 Page 2 of 20 May 20, 1994 Copyright 1994 Kleinfelder, Inc. i 1 SITE CONDITIONS SURFACE kn KLEINFELDER The site consists of,a square-shaped lease area located west of Cowee Road approximately 1/4 - mile south of Turner Avenue in the Live Oak area of Butte County. The site is located within and is bounded by a prune and/or peach orchard. Irrigation of the orchard had recently begun and water was ponded on the surface. Site topography is relatively level. SUBSURFACE Due to nearly -saturated surficial soils within the site lease area, our boring was drilled off-site to the east. Near -surface soils encountered in our boring consisted predominantly of soft to medium stiff sandy clay and loose silty sand to a depth of about 5-1/2 feet below existing site grade. Below these near -surface soils, dense to very dense sandy silt, silty sand, relatively clean sand, and sandy gravel were encountered to the maximum depth explored (41 feet below existing site grade). At the time of our field investigation, free groundwater was measured in Boring B-1 at a depth of 5-1/2 feet below existing site grade. It should be noted that groundwater and soil moisture conditions within the area will vary depending on rainfall, irrigation practices, and/or runoff conditions not apparent at the time of our field investigation. A discussion of the field investigation and laboratory testing programs is presented in Appendix A of this report. Detailed descriptions of the subsurface conditions encountered during our field investigation are presented on the Log of Boring B-1, Plate A-3 of the appendix. .1 FLOOD LEVEL A representative from Kleinfelder reviewed the Federal Emergency Management Agency ' (FEMA) map entitled FIRM, FLOOD INSURANCE RATE MAP, BUTTE COUNTY, CALIFORNIA," Community -Panel Number 060017 0575B, dated September 29, 1989. This map indicates the site is located within Zone X (areas determined to be outside the 500 -year flood plain). 23-481165/MR2704 Page 3 of 21 May 20, 1994 Copyright 1994 Kleinfelder, Inc. KLEINFELDER CONCLUSIONS AND RECOMMENDATIONS GENERAL Based on the results of our field investigation, laboratory testing, and engineering analyses, it is our. professional opinion the site may be developed for the proposed telecommunications facility using conventional grading and foundation construction techniques. Recommendations regarding the geotechnical aspects of project design and construction are presented below. EXPANSIVE SOILS General Based on the results of our. field investigation, near -surface,- sandy clay soils extending to a depth of approximately 5-1/2 feet below existing grade appear to be slightly to moderately 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, perched groundwater, drought, or other factors and may result in unacceptable settlement or heave of structures, concrete slabs supported -on -grade, or pavements supported on these materials. Options to Address Expansive Soils Several options are available to mitigate or reduce potential adverse effects to structures, concrete slabs supported -on -grade, and pavements due to expansive subgrade soils. A list of generalized options is provided below. 1. Remove and replace expansive subgrade soils with non -expansive fill. 2. Chemically stabilize expansive subgrade soils with lime or cement. 3. Remove, moisture -condition, and replace expansive subgrade soils at high moisture contents and low relative densities. 4. Increase in-situ soil moisture contents by ponding or sprinkling (presoaking) with water; 5. Provide moisture barriers above and around expansive subgrade soils in order to maintain a relatively constant soil moisture content. 23-481165/MR2704 Page 4 of 20 May 20, 1994 �, Copyright 1994 Kleinfelder, Inc. KLEINFELDER 6. Minimize moisture intrusion into foundation, slab and pavement subgrades. I, 7. Strengthen foundations and concrete slabs supported -on -grade to resist uplift pressures associated with expansive subgrade soils. 8. Support the proposed structure on a deepened foundation system. Options listed above are not exclusive; a final design could incorporate several options. Further, the cost and effectiveness of each option will vary depending on the contractor's methods and quality of work, the nature of the proposed construction, the time of year construction is performed, environmental considerations, and other factors beyond the scope of this study. Recommended Options to Address Expansive Soils Based on our experience in the site area and our understanding of the proposed project, Options 1 and 2 outlined above would be the only methods completely effective in reducing the potential for expansion -induced distress to all proposed project features. It has also been our experience, Options 1 and 2 are rarely implemented due to cost. Therefore, we have 1 provided recommendations below (comprised of portions of Options 3 through 7 listed above) which are intended to reduce the potential for distress to structures, slabs supported -on -grade, and pavements due to expansive soils. It should be noted these recommendations are consistent with those applied at other projects in the area with similar soil conditions. r However, even with proper implementation of these recommendations, minor slab (interior and exterior) and/or pavement movement and/or distress may occur due to swelling and Y g shrinking of the subgrade soils. SITE PREPARATION Stripping and Grubbing Prior to general site grading, existing vegetation, organic topsoil, and any debris should be stripped and disposed of outside the construction limits. We estimate the depth of stripping to be approximately 1 to 3 inches over portions of the site. Deeper stripping or grubbing may be required where concentrations of organic soils or tree roots are encountered during site grading. Stripped topsoil should not be incorporated into any engineered fill. 23-481165/MR2704 Page 5 of 20 May 20, 1994 Copyright 1994 Kleinfelder, Inc. I I I i I I I I I I 11 KLEINFELDER Existing Utilities, Wells, and/or Foundations "! Although not encountered during our field investigation, it is possible abandoned utility lines, septic tanks, cesspools, wells, and/or foundations may exist on site. If encountered within the - area of construction, these items should be removed and disposed of off-site; existing wells should be abandoned in accordance with applicable regulatory requirements. Existing utility pipelines 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 loose or disturbed material (including all previously -placed backfill) and dish -shaped (with sides sloped 3(h):l(v) or flatter) to permit access for compaction equipment. Scarification and Compaction Following site stripping and any required grubbing and/or overexcavation, we recommend all areas to receive engineered fill or to be used for the future support of structures or concrete slabs supported -on -grade be scarified to a depth of 8 inches, uniformly moisture -conditioned to between 2 and 5 percent above the optimum moisture content, and compacted to between 88 and 92 percent of the maximum dry density as determined by ASTM (American Society for Testing and Materials) Test Method D 1557*; within pavement areas the scarified subgrade should be compacted to at least 95 percent relative compaction. IMPORTANT NOTE: In-place scarification and compaction may not be adequate to densify all disturbed soil within areas grubbed or otherwise disturbed below a depth of about 8 inches. Therefore, overexcavation of disturbed soil, scarification and compaction of the exposed subgrade, and replacement with engineered C11 may be required to sufficiently densify all disturbed soil. WARNING: Should site grading be performed during or subsequent to wet weather, near -surface site soils may be significantly above optimum moisture content. This condition could hamper equipment maneuverability and efforts to compact site soils to the recommended compaction criteria. Disking to aerate, chemical treatment, replacement with drier material, stabilization with a geotextile fabric or grid, or other *This test procedure should be used wherever relative compaction, maximum dry density, or optimum moisture content is referenced within this report. 23-4111651MR2104 Page 6 of 20 May 20, 1994 Copyright 1994 Kleinfelder, Inc. i 'I I 'I I I i I Ik" KLEINFELDER 1 methods may be required to reduce excessive soil moisture and facilitate earthwork operations. 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 sole responsibility of the Contractor, who shall also be solely responsible for the means, methods, and sequencing of construction operations. We are providing the information below solely as a service to our client. Under no circumstances should the information provided be interpreted to mean that Kleinfelder is assuming responsibility for construction site safety or the Contractor's activities; such responsibility is not being implied and should not be inferred. Excavations and Slopes The Contractor should be away h e that slope height, slope inclination, or excavation depths (including utility trench excavations) should in no case exceed those specified in local, state, and/or federal safety regulations (e.g., OSHA Health and Safety Standards for Excavations, 29 CFR Part 1926,, or successor regulations). Such regulations are strictly enforced and, if they are not followed, the Owner, Contractor, and/or earthwork and utility subcontractors could be liable for substantial penalties. Near -surface soils (within the top 5 to 10 feet below existing grade) encountered during our field investigation consisted predominately of sandy clay, silty sand, and sandy silts. In our opinion these soils would be considered a Type B soil when applying the OSHA regulations. For this soil type OSHA recommends a maximum slope inclination of 1(h):1(v) or flatter for excavations 20 feet or less in depth; however, due to the relatively shallow groundwater table, soil below a depth of about 5 to 10 feet will likely be submerged (OSHA Type C soil) and should, therefore, have a maximum slope inclination of 1-1/2(h):1(v) or flatter. Steeper cut slopes may be utilized for excavations less than 5 feet deep depending on the strength, moisture content, and homogeneity of the soils as observed in the field. 21 4111651MR2704 Page 7 of 20 May 20, 1994 Copyright 1994 Kleinfelder, Inc. t k%J KLEINFELDER EVIPORTANT NOTE: Flatter slopes and/or trench shields may be required if loose, cohesionless soils and/or water are encountered along the slope face. Construction Considerations Heavy construction equipment, building materials, "excavated soil, and vehicular traffic should not be allowed within 1/3 the slope height from the top of any excavation. Where the stability of adjoining buildings, walls, or other structures 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. Shoring, bracing, or underpinning required for the project (if any) should be designed by a professional engineer registered in the State of California. During wet. weather, earthen berms or other methods should be used to prevent runoff water from entering all excavations. All runoff water and/or groundwater encountered within the excavation(s) should be collected and disposed of outside the construction limits. ENGINEERED FILL Materials All engineered fill soils should be nearly -free of organic or other deleterious debris, essentially non -plastic, and less than 3 inches in maximum dimension. .In general, well -graded mixtures of gravel, sand, non -plastic silt, and small quantities of clay are acceptable for use as engineered fill. Specific requirements for engineered fill, as well as applicable test procedures to verify material suitability, are provided below. 23-481165/MR2704 Copyright 1994 Kleinfelder, Inc. Page 8 of 20 May 20, 1994 Expansion Potential Less than 20 --- --- 29-2 --- Maximum Dry Density More than 105 pcf D 1557 --- --- T 180 Near -surface, on-site clayey soils similar to those encountered in our boring do not meet the requirements indicated above but may be used in engineered fills provided they are adequately moisture conditioned and compacted as 'indicated below. EVIPORTANT NOTE: All imported fill materials to be used for engineered fill should be sampled and tested by the project Geotechnical Engineer prior to being transported to the site. Compaction Criteria Soils used for engineered fill should be uniformly moisture -conditioned to between 2 and 5 Percent above the optimum moisture content, placed in horizontal lifts less than 8 inches in loose thickness, and compacted to between 88 and 92 percent relative compaction. Fills ' 1 American Society for Testing and Materials Standards (latest edition) 2 State of California, Department of Transportation, Standard Test Methods (latest edition) 4 Uniform Building Code (latest edition) 4 American Association of State Highway and Transportation Officials, Standard Specifications for Transportation Materials and Methods of Sampling and Testing (latest edition) 23-481165/MR2704 Page 9 of 20 May 20, 1994 Copyright 1994 Kleinfelder, Inc. KLEINfELDER Gradation Test Procedures Percent Sieve Size Passine ASTM1 Caltrans2 UBC' AASHT04 3 inch 100 C 136 202 --- T 88 3/4 inch 70- 100 C 136 202 --- No. 4 50- 100 C 136 202 ___ - T 88 No. 40 30- 100 C 136 --- --- T 88 No. 50 30- 100 --- 202 --- No. 200 15-70 C 136 202 ___ T 88 Plasticity Liquid Plasticity Limit Index 1 < 30 < 12 D 4318 204 --- T 89, T 90 Organic Content Less than 3 % D 2974 --- --- T 267 Expansion Potential Less than 20 --- --- 29-2 --- Maximum Dry Density More than 105 pcf D 1557 --- --- T 180 Near -surface, on-site clayey soils similar to those encountered in our boring do not meet the requirements indicated above but may be used in engineered fills provided they are adequately moisture conditioned and compacted as 'indicated below. EVIPORTANT NOTE: All imported fill materials to be used for engineered fill should be sampled and tested by the project Geotechnical Engineer prior to being transported to the site. Compaction Criteria Soils used for engineered fill should be uniformly moisture -conditioned to between 2 and 5 Percent above the optimum moisture content, placed in horizontal lifts less than 8 inches in loose thickness, and compacted to between 88 and 92 percent relative compaction. Fills ' 1 American Society for Testing and Materials Standards (latest edition) 2 State of California, Department of Transportation, Standard Test Methods (latest edition) 4 Uniform Building Code (latest edition) 4 American Association of State Highway and Transportation Officials, Standard Specifications for Transportation Materials and Methods of Sampling and Testing (latest edition) 23-481165/MR2704 Page 9 of 20 May 20, 1994 Copyright 1994 Kleinfelder, Inc. C k" KLEINFELDER exceeding 5 feet in thickness should be compacted to at least 95 percent relative compaction for their full depth. Note: Disking and/or blending may be required to uniformly moisture -condition soils used for engineered fill. TRENCH BACKFILL Materials Pipe zone backfill (i.e., material beneath and in the immediate vicinity of the pipe) should consist of native or imported soil less than one inch in maximum dimension; trench; zone backfill (i.e., material placed between the pipe zone backfill and finished subgrade) may consist of native soil which meets the requirements for engineered fill provided above. If import material is used for pipe or trench zone backfill, we recommend it consist of fine- grained sand. In general, coarse-grained sand and/or gravel should not be used for pipe or trench zone backfill due to the potential for soil migration into the relatively large void spaces present in this type of material and water seepage along trenches backfilled with coarse-grained sand and/or gravel. IMPORTANT NOTE: 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 pipes. We recommend the project Civil Engineer develop these materialspecifications based on planned pipe types, bedding conditions, and other factors beyond the scope of this study. Compaction Criteria All trench backfill should be placed and compacted in accordance with recommendations provided above for engineered fill. Within pavement areas, trench backfill should be compacted to at .least 95 percent relative compaction within 12 inches of finished subgrade. Mechanical compaction is recommended; ponding or jetting should be avoided, especially in areas supporting structural loads or beneath concrete slabs supported -on -grade, pavements, or other improvements. 23-4111611MR2704 Page 10 of 20 May 20, 1994 Copyright 1994 Kleinfelder, Inc. KLEINFELDER 1 DRILLED PIER FOUNDATIONS General Due to relatively large anticipated foundation loads, we recommend the proposed tower be supported on drilled, straight -shafted, cast -in-place concrete piers extending to depths ranging from 8 (minimum) to 35 (maximum) feet below existing site grade. Allowable axial capacities, estimated settlements, lateral resistance values, and specific design and construction recommendations for drilled, straight -shafted, cast -in-place concrete piers are provided below. Axial Capacities Drilled, straight -shafted, cast -in-place concrete piers designed and constructed in accordance with our recommendations may use an allowable end bearing pressure of 6,000 pounds per square foot (psf) and a unit skin friction of 400 psf. The upper 3 feet of all piers should be ' neglected when evaluating allowable axial capacities. The allowable end bearing pressure provided above is a net value; therefore, the weight of the pier may be neglected when estimating downward axial capacities. 'No reduction in the axial capacity of an individual pier will be required to account for group action effects, provided adjacent piers are spaced at least 3 diameters (center -to -center). Total, downward capacities estimated from the parameters provided above may be increased by 33 percent for short-term loads due to wind or seismic forces. Estimated Settlement Total settlement of each pier is estimated to be less than 1/2 inch. This value does not include elastic compression of the pier under design loads. A majority of the settlement should occur shortly after the loads are applied. Lateral Resistance Resistance to lateral loads will be provided by the resistance of the soil against the piers and by the bending stiffness of the piers themselves. We recommend lateral resistance and deflection of the proposed pier foundation be evaluated using methods proposed by Broms for rigid 23-4111651MR2704 Page 11 of 20 May 20, 1994 Copyright 1994 Kleinfelder, Inc. 1 t F u k%J KLEINFELDER r piles*. For this method, we recommend a coefficient of passive earth pressure of 3, a total unit weight of 120 pcf, and a coefficient of horizontal subgrade reaction of 25 tons per cubic foot be used to evaluate lateral resistance and deflection. Lateral resistance values estimated in accordance with the procedures outlined above are for a single, isolated pier subjected to a short-term load. The resistance of a single, isolated pier subjected to a sustained lateral load may be taken. as 80 percent of the value(s) estimated above. Additionally, the resistance of each, individual pier within a pier group should be reduced by the factors provided below to account for group action effects (in direction of load only). Center -to -Center Pier Spacing Lateral Resistance (Diameters) Reduction Factor 6 1.0 5 0.9 ' 4 0.8 3 0.7 2 0.6 Alternatively, lateral. resistance may be evaluated using the "Pole Formula" given in Section 2907 of the Uniform Building Code, 1991 edition. For this method, we recommend a lateral soil bearing pressure of 150 pounds per square foot per foot of embedment be used to verify required embedment depth. The 100 percent increase allowed by the Code for isolated poles (which are not adversely affected by a 1/2 -inch horizontal deflection at the ground surface due to short-term lateral loads) may be used. Caving/Water Intrusion Due to the presence of free. groundwater encountered at relatively. shallow depths during our field investigation, caving of, or water intrusion into, the drilled pier excavations is likely. Use of casing, bentonite -based drilling fluid, and/or other drilling techniques may be required to minimize caving soil and/or water intrusion into the. pier excavations *Broms, Bengt B. (1964). "Lateral Resistance of Piles in Cohesionless Soils". Journal of Soil Mechanics and Foundations Division, ASCE. Vol. 90, No. SM3, pp. 123-156. 23-481165/MR2704 Page 12 of 20 May 20, 1994 Copyright 1994 Kleinfelder, Inc. Li u J i r SH KLEINFELDER Casing If steel casing is used, we recommend its removal from the hole as concrete is being placed. The bottom of the casing should be maintained below the top of the concrete during casing withdrawal and concrete placement operations. Casing should not be withdrawn until sufficient quantities of concrete have been placed into the excavation to balance the groundwater head outside the casing. Continuous vibration of the casing or other methods may be required to reduce the potential for voids occurring within the concrete mass during casing withdrawal. Casing should not be left in the ground except by permission of the project Geotechnical Engineer. Bottom Preparation - Cased Excavations Pier excavations which use casing should be cleaned such that less than about 1 inch of loose soil or water remains at the bottom of the drilled hole. Due to relatively shallow groundwater conditions present at the site, a pump or bailer will be required to remove water from the excavation. We recommend a representative from Kleinfelder observe each pier excavation to verify bottom conditions prior to placing steel reinforcement or concrete. Steel and Concrete Placement - Cased Excavations We -recommend steel reinforcement and concrete be placed immediately 'upon completion of each pier excavation. Concrete used for pier construction should be discharged vertically into the .drilled hole to minimize aggregate segregation. Under no circumstances should concrete be allowed to free -fall against either the steel reinforcement or the sides of the excavation during pier construction. Slurry Drilling If a bentonite -based drilling fluid is used, we recommend steel reinforcement and concrete c ete be placed immediately upon drilling completion of each pier excavation to reduce the quantity of suspended soil particles which may settle to the bottom of the hole. Depth of all pier excavations should be checked several times before concrete placement to assure excessive sedimentation has not occurred. Additionally, we recommend slurry drilling methods used for all pier excavations be in accordance with procedures outlined in the publication entitled: 23-4111651MR2104 Page 13 of 20 May 20, 1994 Copyright 1994 Kleinfelder, Inc. kn KLEINFELDER Drilled Shafts: Construction Procedures and Design Methods by Reese, L.C. and O'Neill, M.W., dated August 1988. , Tremie Concrete Placement If water or drilling fluids are present during concrete placement, concrete should be placed into the hole using tremie methods. The end of the tremie pipe must remain below the surface of the in-place concrete at all times. M PORTANT NOTE: In order to develop the design skin friction valueprovided above, concrete used for pier construction should have a slump of 6 to 8 inches. The concrete mix should be designed with appropriate admixtures and/or water/cement ratios to achieve these recommended slumps. Adding water to a conventional mix to achieve the recommended slump should not be allowed. SPREAD FOUNDATIONS Allowable Bearing Pressures We recommend spread footings constructed of reinforced concrete and founded on undisturbed native soil and/or engineered fill be used for support of the proposed equipment building. For this structures, footings should be a minimum of 12 inches wide and embedded a minimum of 18 inches below the lowest final adjacent subgrade*. Additionally, we recommend all structures which have interior concrete slabs supported -on -grade be supported on a deepened (minimum 18 inches below the lowest final adjacent subgrade), continuous perimeter foundation to reduce water migration beneath interior floor slabs. An allowable bearing pressure of 800 pounds per square foot (psf) may be used for spread foundations with the above minimum dimensions. The allowable bearing pressure provided above is a net value; therefore, the weight of the foundation (which extends below grade) may be neglected when computing dead loads. The allowable bearing pressure 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. *Within this report, subgrade refers to the top surface of undisturbed native soil, native soil compacted during site preparation, or engineered fill. 23-481165/MR2704 Page 14 of 20 May 20, 1994 Copyright 1994 Kleinfelder, Inc. k%J KLEINFELDER Estimated Settlements Total settlement of an individual foundation will vary depending on the plan dimensions of the foundation and the actual load supported. Based on anticipated foundation dimensions and loads, we estimate maximum settlement of foundations designed and constructed in accordance with the preceding recommendations to be on the order of 3/4 inch. Differential settlement between similarly loaded, adjacent footings is expected to be less than 1/4 inch. Settlement of all foundations is expected to occur rapidly and should be essentially complete shortly after initial application of the loads. Lateral Resistance Resistance to lateral loads (including those due to wind or seismic forces) may be provided by frictional resistance between the bottom of concrete foundations and the underlying soils, and by passive soil pressure against the sides of the foundations. A coefficient of friction of 0.3 may be used between cast -in-place concrete foundations and the underlying soil. Passive pressure available in engineered fill or undisturbed native soil may be taken as equivalent to the pressure exerted by a fluid weighing 200 pounds per cubic foot (pcf). W PORTANT NOTE: 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. Construction Considerations Structures located near the top (or bottom) of a cut or fill slope should .maintain a minimum set -back in accordance with requirements indicated in Figure No. 29-1 (page 591) of the Uniform Building Code (UBC), 1991 edition, or 5 feet (measured horizontally from the top of slope to the closest point of approach of the structure), whichever is greater. Prior to placing steel or concrete, footing excavations should be cleaned of all debris, loose or soft soil, and water. All footing excavations should -be observed by the project Geotechnical 23481165/MR2704 Page 15 of 20 . May 20, 1994 Copyright 1994 Kleinfelder, Inc. kn KLEINFELDER Engineer just prior to placing steel or concrete to verify the recommendations contained herein are implemented during construction. CONCRETE SLABS SUPPORTED -ON -GRADE Subgrade Preparation Prior to constructing concrete slabs supported -on -grade, surficial soils should be scarified to a minimum depth of 8 inches, uniformly moisture -conditioned to between 2 and 5 percent above the optimum moisture content, and compacted to between 88 and 92 percent relative compaction. Scarification and compaction may not be required if floor slabs are to be placed directly on undisturbed engineered fill, or native soil compacted during site preparation, and if approved by the project Geotechnical Engineer during construction. Moisture Control In order to reduce the expansion potential of slab subgrade-soils, we recommend the moisture content of these soils (to a depth of at least 12 inches below finished subgrade) be at least 2 (but generally no more than about 5) percent above optimum at the time of placement of the rock capillary break and/or vapor barrier (if used). Recommended soil, moisture contents may be established either during site earthwork grading (and maintained up to the time of rock and Yap or barrier placement) or by ponding or sprinkling (presoaking) with water. The depth of wetting should extend at least 12 inches below finished subgrade; soil moisture contents (as recommended above) should be verified using a combination of probing and sampling (for laboratory moisture content tests) by Kleinfelder just prior to rock and/or vapor barrier placement. If ponding or sprinkling is used to establish the recommended soil moisture contents, it should be performed prior to constructing building foundations. The purpose of this recommendation is to reduce the potential for heaving an unloaded foundation (resulting in structural distress) while presoaking slab. subgrade soils. Further, we recommend ponding or sprinkling be performed prior to placing the vapor membrane (if used) to reduce the potential for free water directly beneath the slab. i 23-4811651MR2704 Page 16 of 20 May 20, 1994 Copyright 1994 Kleinfelder, Inc. k" KLEINFELDER Rock Capillary Break We recommend interior concrete slabs supported -on -grade be underlain by a capillary break to reduce the potential for soil moisture migrating upwards toward the slab. This capillary break should consist of compacted, free -draining crushed rock at least 4 inches thick, graded so that 100 percent passes the 1 -inch sieve and less than 5 percent passes the No. 4 sieve. In general, Caltrans Class 2 aggregate base or similar materials do not meet the above recommendations and should not be used to underlay interior concrete slabs supported -on -grade. EVIPORTANT NOTE: A capillary break may not be required :for some types of construction (such as warehouses, equipment buildings, garages, and other nonhabitable structures). For these types of structures, the gravel capillary break recommended above may be omitted and the slab placed directly on the .prepared subgrade or other approved surface. In the event omission of the capillary break is considered, we recommend Kleinfelder review the planned structure in order to assess the applicability of the approach and provide (if necessary) additional recommendations regarding subgrade preparation and/or support. Vapor Barrier - A vapor barrier is recommended under all interior concrete slabs supported -on -grade which will be covered with moisture -sensitive floor coverings. A plastic or vinyl membrane may be used for this purpose and should be placed over the rock capillary break to reduce the potential for upward migration of water vapor towards the slab. To promote more uniform curing of the slab and provide protection of the membrane during construction, fine -to -medium -grained sand, 2 inches thick, should be placed on top of the membrane prior to placing slab concrete. This sand should be moistened immediately prior to concrete placement. WARNING: Concrete should not be placed if sand overlying the vapor barrier has been allowed to become wet (due to precipitation or excessive moistening) or if standing water is present above the membrane. Excessive water beneath interior floor slabs could result in significant vapor transmission through the slab, adversely affecting moisture -sensitive floor coverings. 23-481165/MR2704 Page 17 of 20 May 20, 1994 Copyright 1994 Kleinfelder, Inc. k%J KLEINFELDER Slab Reinforcement We recommend interior .concrete floor slabs supported -on -grade -be reinforced. with steel. to reduce slab 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 slightly to moderately expansive subgrade soils (that have been properly moisture -conditioned) would typically involve at least: (1) No. 3 bars, 24 inches on -center, each way, and centered within the slab; or (2) 6 x 6 - W1.4/W1.4 welded wire mesh centered ' within the slab. Additionally, we recommend the slab and perimeter footing be structurally connected using No. 3 reinforcing. bars, spaced no wider than 4 feet on center, extending from ' the footing and into the slab a minimum of 3 feet. LAPORTANT NOTE: Reinforcing guidelines provided above addressonly expansive soils. Reinforcing beyond that indicated above may be necessary to accommodate structural requirements of the project. 1 r 23-4111651MR2704 Page IS of 20 May 20, 1994 Copyright 1994 Kleinfelder, Inc. ADDITIONAL SERVICES PROJECT BID DOCUMENTS k" KLEINFELDER It has been our experience contractors bidding on the project often contact us to discuss the geotechnical aspects of the project. Informal contacts between Kleinfelder and an individual contractor could result in misleading or incomplete information being provided to the contractor. Therefore, we recommend a pre-bid meeting be held to answer any questions about the report prior to submittal of bids. If this is not possible, questions or clarifications regarding this report should be directed to the project Owner or his designated representative. After consultation with Kleinfelder, the project Owner (or his representative) should provide clarifications or additional information to all contractors bidding the job. PLANS AND SPECIFICATIONS REVIEW We recommend Kleinfelder conduct a general review of final plans and specifications to evaluate that our earthwork and foundation recommendations have been properly interpreted and implemented during design. In the event Kleinfelder is not retained to perform this recommended review, we will assume no responsibility for misinterpretation of our recommendations. CONSTRUCTION OBSERVATION AND TESTING We recommend that all earthwork during construction be monitored by a representative from Kleinfelder, including site preparation, placement of all engineered fill and trench backfill, construction of slab and roadway subgrades, and all foundation excavations. The purpose of these services would be to provide Kleinfelder the opportunity 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. 23-481165/MR2704 Page 19 of 20 May 20, 1994 Copyright 1994 Kleinfelder, Inc. .4 WT -Z KLEINFELDER LEMTATIONS Recommendations contained in this report. are based on our field. observations and subsurface exploration, limited laboratory tests, and our present knowledge of the proposed construction. It is possible that soil conditions could vary beyond the point explored. If soil conditions are encountered during construction which differ from those described herein, we should be notified immediately in order that a review may be made and any supplemental recommendations provided. If the scope of the proposed construction, including the proposed loads or structural locations, changes from that described in this report, our recommendations should also be reviewed. We have prepared this report in substantial accordance with the generally accepted geotechnical engineering practice as it exists in the site area at the time of our study. No warranty is expressed or implied. The recommendations provided in this report are based on the assumption that an adequate program of tests and observations will be conducted by Kleinfelder during the construction phase in order to evaluate compliance with our recommendations. This report may be used only by the client and only for the purposes stated, within a reasonable time from its issuance. Land use, site conditions (both on site and off site) or other factors may change over time, and additional work may be required with the passage of time. Any party other than the client who wishes to use this report shall notify Kleinfelder of such intended use. Based on the intended use of the report, Kleinfelder may require that additional work be performed and that an updated report be issued. Non-compliance with any of these requirements by the client or anyone else will release Kleinfelder from any liability resulting from the use of this report by any unauthorized party. 23-481165/MR2704 Page 20 of 20 May 20, 1994 Copyright 1994 Kleinfelder, Inc. " ou,6ty ia` o e nm tUr �a e 'o � `• :1 .� . T' Ofatr oV d ° ° eV� 1 82s o .. Gridley . ; o & / n ° 6 ° BM; 5 / ° M 95° �M 101 Ij1so11S B7 - East Gridley :FarmLabo 4 ° Well I rn0r r ° Cente\ Ir—mal-• . 2• :L✓ / . /... F^ � !�i --_ _.. KIRK \S-�� s I 3 •A '••LIYYLE •r'L�•AV _ f I• j ,OBER •�vER ROAD. // Z \ • I _ aDl. i __ - B�GGS•.AVE �==v==v=vv=v°'_ I "�..7 1 Z I i I •• SHE�ON -• AVE I rrty "LIB.�ERr • I .1'RDA`\ 9/ 6 :.iL�! .- • 9a u Z. I �sIWeli° ;.Q i F.. .2e• :.. I Bfi b Fq• .i 1 l.-�_.... 99c _ _ lO We J 12 LARDY •AV "Well sell I Aj•Wr I rI �. CENTE AVE r _ I yti '•=i , a Iti�? 13M90,1�.' O °a Manzanital 'Coa I0 I : Wen jF am. Manzanita Fir Sta 2 �° S �haol afi j. • Spiuway \ : ------ - ° z. - _ _ _ IMM R ROAD�Y9fi I s I• r •E JA NS/ 14 1413 15 U LAUB SRO Its°a I l '.P.. -` / a I .I• I 0 \ 1 UR o CAMP ROAD o A Pump` • I .8d' (� —..LATERAL ., j: o I .. .4, 23 f CHANDO�/ ? u 2, O I O C O - -^AVEC ••�d W,. 22 `\ 23 i o� 2 aVW 1 - y! 1 11 MAI¢ N 2 0 n, .. L UCKEH£ " ROAD'�BM BS-�-l'�Y`.--- n3 -1---p -/•.-j `' :. 1 n le Flume e? a A \\ RIVIERA REL A - - Ran h O 4 26 I 25 1 - 30 _ : rc a 86 MAIN CHANDON _ LATERAL. I f� G •_ ==1=1. - p --Flume T M 38. - -70- LandingEield I. — -� ''� w: I� 36 \\\`i = =v 3: 35 r==== • `' ::=amr• ut r Sc Live Oaky't"n 72 0 74 'V x n Cemetery,•I N n 'Hedger ;�'Oak •' r a� Jw School wweN j 1 z I f.: fv nl2 ,_ •, O =v= Iii •,^ I ... ` Ilyn: j_ 4 P=m�---I ,2 �I� 1 •6 I -J --_- Pel(,�.b� •; 'irW.�i \ O4 .. BM 78 G 1 ��• BISH P AVE n ? YvaP : Y::_..: 77 72 Z i r---�12 7 �L y N , La.Finca ....V Sunset 69 PASEO ROAD li., / __ _ _ s o v=� • :' Orghat& LEGEND N •cwLIF y SCALE 1:62500 . 1' } 0 1 2 3 4 MILES 3000 0 3000 6000 9000 12000 15000 18000 21000 FEET QUADRANGLE LOCATION , REFERENCE: 'GRIDLEY QUADRANGLE'; U USGS 15 mirwte topographic map, 1958. SITE LOCATION MAP PLATE KLEIN F E L D E R PROPOSED TELECOM. FACILITY 1 LIVE OAK SITE -PROJECT NO. 23-481165 BUTTE COUNTY, CALIFORNIA Copyright Kleinfelder, Inc. 1994 Ll J L� 1 PROPOSED LEASE AREA APPROXIMATE LOCATION OF PROPOSED TOWER NOTE: Irrigation of orchard recently begun. Boring B-1 located outside of proposed lease area due to nearly -saturated surficial soils. LEGEND APPROXIMATE BORING LOCATION APPROXIMATE SCALE IN FEET' 1" = 10' 0 2 4 10 20 REFERENCE: 'PROPOSED LEASE AREA ENLARGMENT' map supplied by Client, not dated. 4 BORING LOCATION MAP PLATE K L E 1 N FELDER PROPOSED TELECOM. FACILITY LIVE OAK SITE 2 PROJECT NO. 23-481165 BUTTE COUNTY, CALIFORNIA Q FOeinfelder, Inc. 1993 J fl J Ikn KLEINFELDER APPENDIX A ' FIELD INVESTIGATION AND LABORATORY TESTING FIELD INVESTIGATION 1 General The subsurface conditions in the site area were explored on May 3, 1994, by drilling one ' boring to a depth of approximately 41 feet below existing grade. The boring was drilled using a CME 55 truck -mounted drill rig equipped with a 6 -inch -diameter hollow -stem auger. _ The location of the boring performed for this investigation is shown on Plate 2 of the report. EMPORTANT NOTE: The boring was located in the 'field by visual sighting from existing site features. Therefore, the location of the boring shown on Plate 2 should be considered highly approximate and may vary from that indicated on the plate. Our geologist maintained a log of the boring, visually classified soils encountered according to the Unified Soil Classification System (see Plate A-1), and obtained relatively undisturbed and bulk samples of the subsurface materials. A key to the Log of Boring is presented on Plate A- ' 2 of this appendix; Log of Boring B-1 is presented on Plate A-3. ' Sampling Procedures Soil samples were obtained from the boring using a Modified California Sampler driven 18 ' inches (unless otherwise noted) into undisturbed soil using a 30 -inch drop of a 140 -pound hammer. Blow counts were recorded at 6 -inch intervals for each sample attempt and are reported on the logs in terms of blows -per -foot for the last foot of penetration. Soil samples obtained from the boring were packaged and sealed in the -field to reduce moisture loss and disturbance, and returned to our Sacramento laboratory for further testing. After the boring was completed, it was backfilled with the drill cuttings. 23-481165/Mk2704 Page A-1 May 20, 1994 ' Copyright 1994 Kleinfelder, Inc. r k" KLEINFELDER LABORATORY TESTING General Laboratory tests were performed on selected samples to aid in soil classification and to evaluate physical properties of the soils which may affect the geotechnical aspects of project design and construction. A description of the laboratory testing program is presented below; a summary of all laboratory tests performed is presented on the Summary of Laboratory Tests, Plate A-4. Moisture Content and Dry Unit Weight Moisture content and dry unit weight tests were performed to evaluate moisture -conditioning requirements during site preparation and earthwork grading; -soil overburden, and active and passive earth pressures; and relative soil . strength and, compressibility. Moisture content was evaluated in general accordance with ASTM Test Method D 2216; dry unit weight was evaluated using procedures similar to ASTM Test Method D 2937. Results of these tests are presented on the log and are summarized on the Summary of Laboratory Tests. Sieve Analysis Sieve -analyses were performed to evaluate the gradational characteristics of the material and to aid in soil classification. Tests were performed in general accordance with ASTM Test Method C 136. Results. of. these tests are presented on the log and are summarized on the Summary of Laboratory Tests. LIST OF ATTACHMENTS The following plates are attached and complete this appendix. Plate A-1 Unified Soil Classification System Plate A-2 Log Key Plate A-3 Log of Boring B-1 Plate A-4 Summary of Laboratory Tests 23-481165/MR2704 Copyright 1994 Kleinfelder,.Inc. Page A-2 May 20, 1994 0 t UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS USCS TYPICAL SYMBOL DESCRIPTIONS SOIL CLASSIFICATION SYSTEM PLATE Iftl K L E I N F E L D E R PROPOSED TELECOM. FACILITY LIVE OAK SITE A-1 PROJECT NO. 23-481165 BUTTE COUNTY CALIFORNIA Copyright Kleinfelder, Inc. 1994 GRAVELSo CLEAN GRAVELS WITH LITTLE OR NO FINES 'gGW WELL -GRADED GRAVELS, GRAVEL -SAND MIXTURES WITH LITTLE OR NO FINES a a G P POORLY -GRADED GRAVELS, GRAVEL -SAND MIXTURES WITH LITTLE OR NO FINES MORE THAN HALF COARSE FRACTIONM SILTY GRAVELS, GRAVEL -SILT -SAND IS LARGER THAN GRAVELS MIXTURES COARSE GRAINED THE #4 SIEVE WITH OVER 12% FINES ^ C CLAYEY GRAVELS, GRAVEL -SAND -CLAY SOILS �71r MIXTURES (MORE THAN HALF OF MATERIAL IS _ _ sw WELL -GRADED SANDS, SAND -GRAVEL LARGER THAN CLEAN SANDS _ J YY MIXTURES WITH LITTLE OR NO FINES THE #200 SIEVE) WITH LITTLE OR SANDS NO FINES S P POORLY -GRADED SANDS, SAND -GRAVEL MIXTURES WITH LITTLE OR NO FINES MORE THAN HALF COARSE FRACTION S M SILTY SANDS, SAND -GRAVEL -SILT MIXTURES IS SMALLER THAN SANDS WITH THE #4 SIEVE OVER 12% FINES SC CLAYEY SANDS, SAND -GRAVEL -SILT MIXTURES M L INORGANIC SILTS & VERY FINE SANDS, SILTY OR CLAYEY FINE SANDS, CLAYEY SILTS WITH SLIGHT PLASTICITY SILTS AND CLAYS INORGANIC CLAYS OF LOW TO MEDIUM C L PLASTICITY, GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS LEAN CLAYS FINE LIQUID LIMIT LESS THAN 50 GRAINEDOL ORGANIC SILTS & ORGANIC SILTY CLAYS SOILS OF LOW PLASTICITY (MORE THAN HALF OF MATERIAL IS INORGANIC SILTS, MICACEOUS OR SMALLER THAN DIATOMACEOUS FINE SAND OR SILT THE #200 SIEVE) SILTS AND CLAYS VCH INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS LIQUID LIMIT GREATER THAN 50 ORGANIC CLAYS & ORGANIC SILTS OF MEDIUM -TO -HIGH PLASTICITY HIGHLY ORGANIC SOILS PT PEAT, HUMUS, SWAMP SOILS mA& ®= WITH HIGH ORGANIC CONTENTS SOIL CLASSIFICATION SYSTEM PLATE Iftl K L E I N F E L D E R PROPOSED TELECOM. FACILITY LIVE OAK SITE A-1 PROJECT NO. 23-481165 BUTTE COUNTY CALIFORNIA Copyright Kleinfelder, Inc. 1994 r LOG SYMBOLS PERCENT FINER BULK / BAG SAMPLE —4 THAN THE NO. 4 SIEVE (ASTM Test Method C 136) MODIFIED CALIFORNIA SAMPLER PERCENT FINER (2-1/2 inch outside diameter) =200 THAN THE NO. 200 SIEVE (ASTM Test Method C 117) CALIFORNIA SAMPLER LL LIQUID LIMIT (3 inch outside diameter) (ASTM Test Method D 4318) STANDARD PENETRATION SPLIT SPOON SAMPLER PI PLASTICITY INDEX (2 inch outside diameter) (ASTM Test Method D 4318) SOLID CORE EI EXPANSION INDEX (UBC Standard 29-2) CORE BARREL COL COLLAPSE POTENTIAL (2-3/8 inch inside diameter) WATER LEVEL UC UNCONFINED COMPRESSION — (level after completion) Q WATER LEVEL MC MOISTURE CONTENT (level wherrr/e/first encountered) GENERAL NOTES 1. Lines separating strata.on the logs represent approximate boundaries only. Actual transitions may be gradual. 2. No warranty is provided as to the continuity of soil conditions between individual sample locations. 3. Logs represent general soil conditions observed at the point of exploration on the date indicated. 4. In general, Unified Soil Classification designations presented on the logs were evaluated by visual methods only. Therefore, actual designations (based on laboratory tests) may vary. LOG KEY PLATE K L E I N F E L D E R PROPOSED TELECOM. FACILITY LIVE OAK SITE BUTTE COUNTY CALIFORNIA A_2 PROJECT NO. 23-481165 ....V7 It$ c.rl V UU , 1M. IYY4 I� L ' Date Completed: x/3/94 Surface Conditions: Disced fruit orchard, irrigated today Logged By. B Honea Groundwater: Encountered at a depth of approximately Total Depth: 41 feet 5-1/2 feet below existing site grade ' _ 92 1 23 1 -200 = 84% 104 1 22 �Mw k1j KLEINFELDER PROJECT NO. 23-481165 ' Copyright Kteinfetder, Inc. 1994 -200 = 8% DESCRIPTION Approximate Surface Elevation (ft):—83-1/2 Sandy CLAY (CL): Brown, moist, soft to medium stiff, fine grained Silty SAND (SM): Brown, moist, loose, fine -to -medium grained Sandy SILT (ML): Mottled gray, wet, very dense, fine grained, with trace clay SAND (SP -SM): Brown, wet, dense, medium grained, with some silt Silty SAND (SM): Olive -brown, moist, very dense, fine grained grades with trace clay Clayey SILT (ML): Gray -brown, moist, stiff, slightly cemented Silty SAND (SM): Brown, wet, dense, fine -to -medium grained LOG OF BORING B-1 PROPOSED TELECOM. FACILITY LIVE OAK SITE. BUTTE COUNTY CALIFORNIA PLATE 1 of 2 A-3 m ,12 CL 2A ' 2B 10 4J 3 z° 4J m . 3A 4. IA 3 L 4i 01 01 4j N 7 C E E M •-1 4J 01 L to O. O C 3 C4- •a C C 01 ' o QI QI N —4 m 01 a L (Do ooa 0 0 >=o,0Z 4J 01 o 92 1 23 1 -200 = 84% 104 1 22 �Mw k1j KLEINFELDER PROJECT NO. 23-481165 ' Copyright Kteinfetder, Inc. 1994 -200 = 8% DESCRIPTION Approximate Surface Elevation (ft):—83-1/2 Sandy CLAY (CL): Brown, moist, soft to medium stiff, fine grained Silty SAND (SM): Brown, moist, loose, fine -to -medium grained Sandy SILT (ML): Mottled gray, wet, very dense, fine grained, with trace clay SAND (SP -SM): Brown, wet, dense, medium grained, with some silt Silty SAND (SM): Olive -brown, moist, very dense, fine grained grades with trace clay Clayey SILT (ML): Gray -brown, moist, stiff, slightly cemented Silty SAND (SM): Brown, wet, dense, fine -to -medium grained LOG OF BORING B-1 PROPOSED TELECOM. FACILITY LIVE OAK SITE. BUTTE COUNTY CALIFORNIA PLATE 1 of 2 A-3 1 ,12 2A ' 2B 10 5 3A 3B 66 10 4A 4B 39 ' 15 5 50/6" 20 6A ' 6B 27 25 92 1 23 1 -200 = 84% 104 1 22 �Mw k1j KLEINFELDER PROJECT NO. 23-481165 ' Copyright Kteinfetder, Inc. 1994 -200 = 8% DESCRIPTION Approximate Surface Elevation (ft):—83-1/2 Sandy CLAY (CL): Brown, moist, soft to medium stiff, fine grained Silty SAND (SM): Brown, moist, loose, fine -to -medium grained Sandy SILT (ML): Mottled gray, wet, very dense, fine grained, with trace clay SAND (SP -SM): Brown, wet, dense, medium grained, with some silt Silty SAND (SM): Olive -brown, moist, very dense, fine grained grades with trace clay Clayey SILT (ML): Gray -brown, moist, stiff, slightly cemented Silty SAND (SM): Brown, wet, dense, fine -to -medium grained LOG OF BORING B-1 PROPOSED TELECOM. FACILITY LIVE OAK SITE. BUTTE COUNTY CALIFORNIA PLATE 1 of 2 A-3 L 1 1 4-13 DESCRIPTION m ~ o z 4J w W 7! 03 L +J a4 I of —f E N 4J 41 ..4 4j W L (Continued from previous plate) O go U) O m C a 3 Ck- o oua aC E Ox t C o � 7A 7B JE 50/6" fli SAND (SP): Gray, wet, dense, medium grained Silty SAND (SM): Brown, wet, very dense, fine grained 30 observed rig chatter Sandy GRAVEL (GP): Gray -brown, wet, very 8 50/6" dense, fine -to -coarse gravel, fine -to -coarse sand Gravelly SAND (SP): Gray, wet, very dense, medium -to -coarse sand, fine gravel 35 9A 9B 50/6' 40 10A 10B 50/5" Boring completed at a depth of approximately 41 feet below existing site grade. 45 50 k1j K LOG OF BORING B— 1 PLATE 2 of 2 L E I N F E L D E R PROPOSED TELECOM. FACILITY LIVE OAK SITE BUTTE COUNTY CALIFORNIA A-3 PROJECT NO. 23-481165 N H � N W ' H W S H O C7 � N H m H a v H J J Q J 61 m 't 00 00 N W N 10 m a w# 41 a N N U .a w L W # J a F aw Q N IL H a N � w H N Z 0^ O QI H ZO .,� M N N C4 . 00 N 01 r U X 3 F H V` U } w a w N ON -It o N m .. Q W = J F- y� v (L W 4• •=-� .a Cl) Q O v N .� w EL o QZ -4 Pa N Pq Cl) Pa d N C7 Z H Z I W I P4 I PQ I P7 O m SUMMARY OF LABORATORY TESTS PLATE ]UH PROPOSED TELECOM FACILITY K L E I N F E L D E R LIVE OAK SITE BUTTE COUNTY, CALIFORNIA A-4 PROJECT NO. 23-481165 Copyright Kleinfelder, Inc. 1994 r /4 UNR-ROHN.- Division of UNR Industries, Inc. 6718 W. Plank Road, P.O. Box 2000, Peoria, Illinois 61656 USA Phone: (309) 697-4400 FAX: (309) 697-5612 PURCHASER: CELLULAR ONE NAME OF PROJECT: LIVE OAK, 200 FT. MODEL SSV TOWER UNR-ROHN FILE NUMBER: 31351PM r r UNR-ROHN DRAWING NUMBERS: A9418.72�AND A941876, 1-3 t I CERTIFY THAT THE REFERENCED TOWER,AND FOUNDATION DESIGNS WERE PREPARED UNDER MY SUPERVISION IN ACCORDANCE WITH THE LOADING AND SOIL CRITERIA SPECIFIED BY THE PURCHASER AND THAT I AM A REGISTERED.PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF CALIFORNIA. THE REFERENCED TOWER MEETS THE REQUIREMENTS OF THE 1991 UBC STANDARD PER SECTION 2311 USING ANSI/EIA AS AN APPROVED NATIONAL STANDARD. THE ANSI/EIA STANDARD. IS LISTED AN AN APPROPRIATE STANDARD TO USE FOR IN THE WIND COMMENTARY TO THE UNIFORM BUILDING CODE. z sic 1;603. Z 0 THE BOLTS FOR THE REFERENCED TOWER, ALTHOUGH MADE OF A325.MATERIAL, ARE NOT REQUIRED TO BE TIGHTENED TO A MINIMUM TENSION OR TORQUE VALUE PER ANSI/EIA SECTION 1.1.3 SINCE NUT LOCKING DEVICES ARE PROVIDED AND SINCE NO SLIP CRITICAL JOINTS ARE PRESENT. #9�--2023 BUTTE COUNiY `" BUILDING DEPARTMENT APPROVED CERTIFIED'BY: DATE: 43 Years of Service to the Communications Industry %/ -Z l % � aopE CHANGE M 6 A-BOLTSOB TOTAL)/ I" DIA. X 78" LONG ASTM A 354 GR. BC (ADMINALI TOWER REACTIONS COMPRESSION = 218.5 KIPS TENSION/ - 191.5 KIPS TOTAL SHEAR = 35.5 KIPS 0. T. M. = 3979. 7 FT -KIPS TOWER DESIGN LOADING DESIGN WIND LOAD PER ANSI/EIA-222-E-1991, 75 A#pH BASIC WIAO SPEED (1/2" RADIAL ICE LOAD). THIS TOWER IS DESIGNED TO SUPPORT THE FOLLOWING LOADS: ELEV- SIZE L INE ATION ANTENNA E.P.A. SF ��) FT TYPE NO ICE W1ICE TOP LIGHT 2.4 2.4 3/4" TLP (12)SRL4/OC-9 W/ 110.0 125.0 (12)1-5/8" no. MTG FRAAE 1 (TOTAL (TOTAL) 165 (2)8' HP DIS4ES[175)[307 111 III IN (TOTAL) (TOTAL 150 (2)6' OISHES[80)[260) 33 33 B W/ RADOAES (TOTAL) (TOTAL) ALL L/. 757(3//6 I I? 9 7/8' 120 (2)6' DISHES[801[2601 45.0 45.0 10 11PIPE W/ RADOMES (TOTAL (TOTAL /D0 12)6' DISHES[80)[260) 45.0 45.0 4 W/ RADOMES (TOTAL (TOTAL) AID TE:ANTEANA AZIMUTH IS SHOWN IN DEGREES WITHIN THE [BRACKETS] stt S/Ht SS ANALTbrS tW A L W'Lt/t LISTING OF ALL LOADS ON TOWER TUBULAR MEMBER PROPERTIES MEMBER SIZE O.D. THICK. PIPE2.55TD• 2.875 0.203 PIPE2.5E.H, 2.875 0.276 PIPE 3 E.H 3.500 0.300 'PIPE3. 5E.H `4.000 0.3/8 PIPE 4 E.H 4.500 0.337 / 1 PIPE 5_ E. H, ; 5: 563 0.375-. _r_ PIPE'6'EH5..6.62S. 0..340 r )f Ess/ p�, W. S 1 CERTIFY THAT THIS DRAWINGWAS PRE- PARED UNDER MY SUPERVISION IN ACCORD - `C`' -o $ ANCE WITH THE LOADING AND/OR SOIL CON - 00416 m DITIONS SPECIFIED BY THE PURCHASER. 0 vtlL` �NORTH 1F OLEO TOWER AXIS 80 DEGREES I20• TOWER ORIENTATION N. T. S. TOWER SITE: LIVE OAK SECTION MEMBER SCHEDULE SECTION LEG BRACE SIZE BOLTM SI2E BLL TED FLAATAE Ern COVAECTIM CWErTlGh no. si- AD. FS -I-- IN IN 7B PIFE2. SE.N 1 LI M B PTFE J E.N 1 7/8 L/. 757(3//6 I I? 9 PIPES. W. N 4 7/8 LZ SXJ/16 1 112 10 11PIPE PIPE 4 E.H 5 STV 4 4 I 1 LZ -112X1/4 L2 -112X1/4 1 112 1 //2 12 PIPE 5 E.H 4 I L JX3X 1/4 1 5/9 13 14PIPE PIPE 6 Erb 6 E76 6 6 I I L 3XJX //4 L J.SX 1/4 I 5/8 I 5/9 TOTE, SECT/OV AfA9E7S ARE FM AEFEREACE ONLY GENERAL NOTES 1. RO01N CORM NICATION TOWER DESIGNS CONFORM TO E.I.A.-222-E LFALESS OTHERWISE SPECIFIED UNDER TOWER DESIGN LOADING. TOWER DESIGN MAY OR MAY NOT CONFORM TO LOCAL, STATE, OR FEDERAL RE- OUIREMENTS. 2. THE DESIGN LOADING CRITERIA INDICATED HAS BEEN PROVIDED TO ROHM. THE DESIGN LOADING CRITERIA HAS BEEN ASSUMED TO BE BASED ON SITE-SPECIFIC DATA IN ACCORDANCE WITH ANSIIEIA-222-E AND MUST BE VERIFIED BY OTHERS PRIOR TO INSTALLATION. 3. TOWER MEMBER DESIGN DOES NOT INCLUDE STRESSES DUE TO ERECTION SINCE ERECTION EOUIPMENT AND CONDITIONS ARE UNKNOWN. DESIGN ASSLRES COAPETENT ANO OUALIFIED PERSONNEL WILL ERECT THE TOWER. 4. WORK SHALL BE IN ACCORDANCE WITH E. 1. A. -222-E, "STRUCTURAL STANDARDS FOR STEEL ANTENVA TOWERS ArD ANTENNA SLPPORTING STRLCTLRES'. S. THE MINIAL6l YIELD STRENGTH OF STRUCTURAL STEEL MEMBERS SHALL --BE 50 NSI, EXCEPT AS NOTED BELOW. ANGLE BRACES L I.SX3/16 THRU LZ-I/2X1/4 SHALL BE 36 KSI. STRUCTURAL PLATES SHALL BE 36 KSI. 6. FIELD CQAWCTIOVS SHALL BE BOLTED. NO FIELD WELDS SHALL BE ALLOWED. 7. STRUCTURAL BOLTS SHALL CONFORM TO ASTM A-325, EXCEPT WHERE NOTED. B. PAL NITS SHALL BE PROVIDED FOR ALL TOWER BOLTS. 9. STRUCTURAL STEEL AND COAT ECTION BOLTS SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION, IN ACCORDANCE WITH E.I.A.-222-E 10. ALL HIGH STRENGTH BOLTS ARE TO BE TIGHTENED TO A 'SAWTIGHT" CONDITION AS DEFIAEO IN THE ADVEA®ER /3, 1985, AISC "SPECIFI- CATION FOR STRUCTLRAL JOINTS USING ASTM A32S OR A490 BO -TS". 11. PURCHASER SHALL VERIFY THE INSTALLATION IS IN CONFORMANCE WITH LOCAL, STATE, AAD FEDERAL REOUIREAENTS FOR DESTRUCTION MARKING ANO LIGHTING. 12. TOLERANCE ON TOWER STEEL HEIGHT IS EOJAL TO PLUS IX OR MINIS I /2Y,. 13. DESIGN ASSUIES LEVEL GRADE AT TOWER SITE. 14. TOWER ORIENTATION DETERMINED FROM CUSTOMER SUPPLIED PLOT PLAN. IS. DESIGN ASSLAIES THAT, AS A MINI". MAINTENANCE AND INSPECTION WILL BE PERFORMED OVER THE LIFE OF THE STRLCTURE IN ACCORDANCE WITH AIVSI/EIA-222-E. 16. DESIGN ASSUMES SRL ANTENNAS ARE MOLNTED 5YA9IETR1- CALLY TO MINIMIZE TOROLE. 17. DESIGN ASSUMES THAT ALL TRANSMISSION LINES AND WAVEGUIDE LADDERS ARE EQUALLY DISTRIBUTED ON TWO TOWER FACES. /B. TWO /5 -HOLE WAVEGUIDE LADDERS SHALL BE PROVIDED FROM /0' TO TOP OF TOWER. 19. FOR FOLACATION DETAILS, SEE DRAWING A"VSER A94/876, 1-3. 20. STAA97ARD INSIDE CORAER MOLNTEO LADDER WITH ROW -LOC SAFETY DEVICE SHALL BE PROVIDED FOR CLIMBING THE ENTIRE HEIGHT OF THE TOWER. 21. DISH AZIMUTHS SHOWN ARE AGWINAL AZIMUTHS USED FOR DESIGN. ACTUAL AZIMUTHS (TO BE DETERMINED BY OTHERS) AL6T NOT RESULT IN INCREASED DESIGN LOADS. -V OUNDA TX®N SC EDUL E Q° R TXES VER TXCQ L SA RSCXRCUL "c" TIES "d" TIES SIZE LAP CAGE DIA. SIZE SPACING LAP SIZE SPACING LAP (/4)#9 --- 39" #4. 3" ZZ" #4 /Z.. ZZ" NOTE: SEE TOWER ASSEMBLY DRAWING FOR FOUNDA T ION LAYOUT AND ANCHORAGE EMBEDMENT DRAWING NUMBER. VOLUME ®F CONCRETE (l) FOUNDATION 16.5 CU. YDS. (3) FOUNDA TIONS 49.5 CU. YDS. ��� v2uZi 4- 0 0 CIRCULAR TIES 6. 3" MAX. o� GROUND LINE r — — 1111=1111 — — 1111=1111= _ Q CA I I DIAL u�� VERTICAL BARS EQUALLY SPACED W o __ V ui / �Y M SEC TX®A- A i I I NOTE: O CAGE DIA. FROM W�S CENTERLINE OF VERTICAL BARS. = No.00416 TOWER SITE: LIVE OAK Ew REA C TX17NS/LEG EOF C�\\F UPLIFT = 191.5 KIPS Lr L _ — J DOWNLOAD = 21B.5 KIPS SHEAR = 23.7 KIPS CERTIFY THAT THIS DRAWING WAS PRE- (4 ' -O") PARED UNDER MY SUPERVISION IN ACCORD- DIA SHEET / OF 3 ANCE WITH THE LOADING AND/OR SOIL CON- DITIONS SPECIFIED BY THE PURCHASER. No.A Revision Description A Date A Rev By Ckd ByAAppd.By THIS DRAWING IS THE PROPERTY OF ROHN. TO BE REPRODUCED, COPIED OR TRACED IN WH IS NOT WHOLE OR/JU/J[/ N IN PART WITHOUT OUR WRITTEN CONSENT. Scale: NONE By Date Title: FOUNDA UGN GETA%L PP FUN bGLLGLAN ONE Drawn: LTA 7/14/94 Checked: �/ App. Eng.: /� �/S App. Sales: /" I ENG. FILE: 3135/PM DRAWING NO.: A941876-1 4 FOUNDATION GENERAL NOTES 1. Work shall be in accordance with local codes, safety regulations and unless otherwise noted, the latest revision of ACI 318, "Building Code Requirements for Reinforced Concrete". Procedures for the protection of excavations, existing construction and utilities shall be established prior to foundation installation. 2. Concrete materials shall conform to the appropriate state requirements for exposed structural concrete. 3. Proportions of concrete materials shall be suitable for the installation method utilized and shall result in durable concrete for resistance to local anticipated aggressive actions. The durability requirements of ACI 318 Chapter 4 shall be satisfied based on the conditions expected at the site. As a minimum, concrete shall develop a minimum compressive strength of 3000 psi (20.7 MPa) in 28 days. 4. Maximum size of aggregate shall not exceed 3/4 inch (19 mm); size suitable for installation method utilized; or one-third clear distance behind or between reinforcing. 5. Reinforcement shall be deformed and conform to the requirements of ASTM A615 grade 60 unless otherwise noted. Splices in reinforcement shall not be allowed unless otherwise indicated. 6. Reinforcing cages shall be braced to retain proper dimensions during handling and throughout placement of concrete. When temporary casing is utilized, bracing shall be adequate to resist forces occurring from flowing concrete during casing extraction. 7. Welding is prohibited on reinforcing steel and embedments. 8. Minimum concrete cover for reinforcement shall be 3 inches (76 mm) unless otherwise noted. Approved spacers shall be used to insure a 3 inch (76 mm) minimum cover on reinforcement. 9. Concrete cover from top of foundation to ends of vertical reinforcement shall not exceed 3 inches (76mm) nor be less than 2 inches (51mm). 10. Spacers shall be attached intermittently throughout the entire length of vertical reinforcing cages to insure concentric placement of cages in excavations. 11. Foundation design has been based on geotechnical report no. 23-481165 dated 5-20-94 by: KLEINFELDER, INC. 12. Foundation design has been developed in accordance with generally accepted professional engi- neering principles and practices within the limits of the subsurface data provided. Foundation design modifications may be required in the event the following design parameters are not appli- cable for the subsurface conditions encountered. Q�pFES3/pN4 A) DEPTH NEGLECTED FOR SKIN SHEAR =TOP 3 FT. <.�... ti AEi MAGE ALLOWABLE SKIN SHEAR 3 TO 35 FT. DEPTH = 400 PSF. LOWABLE END BEARING AT 35 FT. DEPTH = 6 KSF. = No.004 65 d r EYf GROUND WATER TABLE AT 5 FT. BELOW GRADE. (P C1 V 1,-- dation depth indicated is based on the grade line described in the referenced geotechnical qlE OF CO, \�ort. Foundation modification may be required in the event cut or fill operations have taken place subsequent to the geotechnical investigation. 13. Foundation design assumes level grade at tower site. 14. Foundation design assumes the recommendations in the referenced geotechnical report concern- ing verification of subsurface conditions are implemented prior to placement of concrete. ENG. FILE NO. 31351PM I 'CEATIFI THAT THIS DRAWING WAS PRE• PARED UNDER NY SUPERVISION IN ACCORD. ANCE WITH THE LOADING AND/09 SOIL CON- DITIONS SPECIFIED BY THE PURCNAZEA. DWG. NO. A941876-2 15.. Foundation installation shall be supervised by personnel knowledgeable and experienced with the proposed foundation type. Construction shall be in, accordance with generally accepted installa- tion practices. 16. Foundation design assumes installation procedures will incorporate the procedures recommended in the referenced geotechnical report. 17. Foundation design assumes field inspections will be performed to verify that construction mate- rials, installation methods. and assumed design parameters are acceptable based on conditions existing at the site. 18. For foundation and anchor tolerances see drawing A810214. 19. Loose material shall be removed from bottom of excavation prior to concrete placement. Sides of excavation shall be rough and free of loose cuttings. 20. Concrete shall be placed in a manner that will prevent segregation of concrete materials, infiltra- tion of water or soil and other occurrences which may decrease the strength or durability of the foundation. 21. Free fall concrete may be used provided_ fall is vertical down without hitting sides of excavation, formwork, reinforcing bars, form ties, cage bracing or other obstructions. Under no circum- stances shall concrete fall through water. 22. Foundation design assumes continuous concrete placement without construction joints. 23. Top of foundation outside limits of anchor bolts shall be sloped to drain with a floated finish. Area inside limits of anchor bolts shall be level with a scratched finish. 24. Exposed edges of concrete shall be chamfered 3/4" x 3/4" (19mm x 19mm) minimum. 25. Foundation design assumes casing, if used, will not be left in place. Equipment, procedures and proportions of concrete materials shall insure concrete will not be adversely disturbed upon casing removal. 26. Drilling fluid, if used, shall be fully displaced by concrete and shall not be detrimental to concrete or surrounding soil. Contaminated concrete shall be removed from top of foundation and re- placed with fresh concrete. CERTIFY THAT THIS DRAWING WAS PRE- PARED UNDER MY SUPERVISION IN ACCORD- ANCE WITH THE LOADING AND/OR SOIL CON- DITIONS SPECIFIED BY THE PURCHASER. ENG. FILE NO. 31351PM DWG. NO. A941876-3 08-31-1994 11:30 309 697 5612 UNR ROHN ILA71 / lAV P. 02 PjPC OW x -M 1/2 too 066 �i•: i *0 .tit•.lose : f i ••'• . •i i •� •• • • • • j'•• .• • •. • •...•i••• ,�.,., . • •.• .•. ���0•• ••. •• • • • of so es QRAI/W1 A.OT mC1D Psz cawmwzmr a?mpA7M. dniNl. BUTTE C NTY BUILDING D 19 x W ,wcwm aws APPRO ANA 10 1r1'01�. BASF LEG d FLANGE PLA rE DETA SLS •t .. .. .. .. � I ..n �. .1.r ruM�iYil.lrn . • �.. . ..� I .�.�•I.I/'.�Y. .�►•r.M.NMY�`.� . � i._.?.__'_'.Y•1'.az-ter. ® I W GENERAL NOTES' 1. jj?rrAZ"Pi`RAISC 1rIC'ATtZ 2. MZNZMN 77MAL MW DtSTAl1 aV ALL BRAGEN. MMT DIA. J. 7wr MMM AIR! Stfe GF CCAWZ t ATE air 7W 7rQr mtaw DMWIAG. oel irll�fr Y a rzgff 1.1 6-tGN BUTTE COUNTY - I .DING D�� TSSv TONER CONNECTION DE ACLS mmm�Wv -- A931112 0 A L! 1-1 1 ? LT �, 2 d� Tyr LIVE TfN%VFNIE� L ANS FSR LE LL tJLAF, C -1W BUTTE COUNTY 15 BUILDING DEPARTMENT' � s APPROb D n T n L -r &VI56Z�) GERALD A. BECK ARCHITECT CA LIS. # Cl 1902 701 HIGH ST. #207-C AUBURN, CA 95603 (916) 823-3006 (916) 887-0603 A JOB NAME: LIVE 6 A I< SHEET TITLE: D L A T E L T` PROJECT #: DATE: 8 / 1 5 / I DRAWN BY: k, \Y• CA . SHEET I OF C EQ�II�. �uELtP� Id &A • 44A LV- PLATF 2*f4 c,&KT. BUTTE COUNTY BUILDING DEPARTMENT GERALD A. BECK ARCHITECT CA IIS. # C 11902 701 HIGH ST. #207-C AUBURN, CA 95603 (916) 823-3006 (916) 887-0603 JOB NAME: L I V t d A k SHEEP TITLE: F T 4A, G, E LT al PROJECT #: ` DATE: $ / I S / -14 DRAWN BY: ^ \V , 6 SHEET IL OF 2 �SE0 AR�y�T 11902 REM. �O 9 OF Cq:-1E��cQ' � oz 43 Years of Service to, the Communications Industry S N l i-� HN® U ® . Division of UNR Industries, Inc. 6718 W. Plank Road, P.O. Box 2000, Peoria, Illinois 61656 USA 'Phone: (309) 697-4400 FAX: (309) 697-5612 PURCHASER: CELLULAR ONE. NAME OF PROJECT: LIVE,OAK, 200 FT. MODEL SSV TOWER. UNR-ROHN FILE NUMBER: 31351PM "`-'---' UNR-ROHN DRAWING NUMBERS: A941872 AND A941876, 1-3 I CERTIFY THAT THE ATTACHED DRAWINGS AND CALCULATIONS•WERE PREPARED UNDER MY • � r ti , SUPERVISION IN:ACCORDANCE•WITH'THELOADING AND-SOIL•CRITERIA�SPECIFIED BY THE., - PURCHASER AND THAT I AM A REGISTERED PROFESSIONALeENGINEER UNDER THE LAWS OF THE STATE OF CALIFORNIA. k CERTIFIED BY: ' Q�pf ESStp�, �-- 9 ;SCyC`�� DATE: ►.4'�`�y Z3 = K4041652 x • Y �l % C! V 1�• ��� E OF Ci���*c UTTE COUNTY ' . • BUILDING DEPARTMENT APPoft S � Eb 4 43 Years of Service to, the Communications Industry f 6 AS TOWER REACTIONS COMPRESSION = 2/8.5 KIPS TENSION - 19/.5 KIPS TOTAL SHEAR = 35.5 KIPS O.T.M. = 3979.7 FT -KIPS TOWER DESIGN LOADING DESIGN WIND LOAD PER ANSI/EIA-222-E-1991, 75 MPH BASIC WIND SPEED (1/2" RADIAL ICE LOAD). THIS TOMER IS DESIGNED TO SUPPORT THE FOLLOWING LOADS: ELEV- SIZE LINE ATION ANTENNA E. P. A. SF FT TYPE (IIZEE NO ICE W/ICE TOP LIGHT 2.4 2.4 3/4" M7. SIZE TOP (12)SRL41OC-9 W/ MTG FRAME 110.0 125.0 (TOTAL) (TOTAL) 165 '(2)8' HP DISHES[175][307 Ill Ill (TOTAL) (TOTAL) IN 150 '(2)6' DISHES[801[2601 33 33 PIPET 5510 PIPEZ. W.N I V4 W/ RADOMES (TOTAL) (TOTAL) ALL 120 (2)6' 1(2601 L/. 75X3/16 7/8" 9 W1 RAD DOUES (TOTAL) (TOTAL) L 2.5X3/16 /DO (2)6' OISHES(801[2601 45.0 45.0 4 I L2 -112X1/4 W/ RADOMES (TOTAL) (TOTAL PIPE 5 STD PIPE 5 E.H NOTE: ANTENNA AZIMUTH IS SHOWN IN DEGREES WITHIN THE (BRACKETS) xt .S1ft•55 ANALT.SIS ry A LLA Lrlt LISTING OF ALL LOADS ON TOWER TUBULAR MEMBER PROPERTIES MEMBER SIZE _ O.D. THICK. IN PIPE2. 55 TO 2.875 0.203 ' PIPE2.5E. H 2.875 0.276 'PIPE 3 E.H 3.500 0.300 PIPE3. SE.H 4.000 0.3/8 PIPE 4 E.H 4.500 0.337 PIPE 5 E.H 5.563 0.375 PIPE 6 ENS 6.625 0.340 PIPE 6 E.H 6,625 0,432 NORTH TOWER AXIS 80 DEGREES 120 (TYP•1 TOWER ORIENTATION N. T. S. TOWER SITE: L I VE OAK SECTION MEMBER SCHEDULE SECTION LEG BRACE SIZE BOLTED 512E BOLTED FLAAGE EPO CCMECTI04 DCAWCTICA M7. SIZE he. SIZE IN IN 78 PIPET 5510 PIPEZ. W.N I V4 L L1. 7SYJ/16 f7l, 1 1/2 B PIPE J E.N 4 7/8 L/. 75X3/16 1 112 9 PIPEJ. 5E.H 4 7/8 L 2.5X3/16 I I? l0 PIPE 4 E.H 4 I L2 -112X1/4 l' I/2 I1 12 PIPE 5 STD PIPE 5 E.H 4 / 4 1 L2 -112X114 L JXJX 1/4 / 112 1 5/9 13 PIPE 6 DOS 6 1L JXJX 114 1 S/8 14 PIPE 6 066 I L J. W( I/4 / 5/8 PDTE: SECTILIV NIA6ERS ARE FCR RLFEREACE CAL GENERAL NOTES 1. ROHM COMMUNICATION TOWER DESIGNS CONFORM TO E.I.A.-222-E L LESS OTHERWISE SPECIFIED UNDER TOWER DESIGN LOADING. TOWER DESIGN MAY OR MAY NOT CONFORM TO LOCAL, STATE, OR FEDERAL RE- OUIREMENTS. 2. THE DESIGN LOADING CRITERIA INDICATED HAS BEEN PROVIDED TO R01 -W. THE DESIGN LOADING CRITERIA HAS BEEN ASSUMED TO BE BASED ON SITE-SPECIFIC DATA IN ACCORDANCE WITH ANSI/EIA-222-E AND MUST BE VERIFIED BY OTHERS PRIOR TO INSTALLATION. 3. TOWER MEMBER DESIGN DOES NOT INCLUDE STRESSES DUE TO ERECTION SINCE ERECTION EQUIPMENT AND CONDITIONS ARE UNKNOWN. DESIGN ASSUMES COMPETENT AND OUALIFIED PERSONNEL WILL ERECT THE TOWER. 4. WORK SHALL BE IN ACCORDANCE WITH E.I.A.-222-E, "STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES". 5. THE MINIMUM YIELD STRENGTH OF STRUCTURAL STEEL MEMBERS SHALL BE 50 KSI, EXCEPT AS NOTED BELOW. -- ANGLE BRACES L 1.5X3/16 THRU L2 -1/2X1/4 SHALL BE 36 KSI. STRUCTURAL PLATES SHALL BE 36 KSI. 6. FIELD COV ECTIONS SHALL BE BOLTED. NO FIELD WELDS SHALL BE ALLOWED. 7. STRUCTURAL BOLTS SHALL CONFORM TO ASTM A-325, EXCEPT WHERE NOTED. 8. PAL NUTS SHALL BE PROVIDED FOR ALL TOWER BOLTS. 9. STRUCTURAL STEEL AND CONNECTION BOLTS SHALL BE HOT -DIPPED _ GALVANIZED AFTER FABRICATION, IN ACCORDANCE WITH E.I.A.-222-E 10. ALL HIGH STRENGTH BOLTS ARE TO BE TIGHTENED TO A "SAWTIGHT" CONDITION AS DEFINED IN THE NOVEMBER /3, 1985, RISC "SPECIFI- CATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". It. PURCHASER SHALL VERIFY THE INSTALLATION IS IN CONFORMANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS .FOR OBSTRUCTION MARKING AND LIGHTING. ' 12. TOLERANCE ON TOWER STEEL HEIGHT IS EQUAL TO PLUS IX OR MINUS 1127. 13. DESIGN ASSUMES LEVEL GRADE AT TOWER SITE. T I4. TOWER ORIENTATION DETERMINED FROM CUSTOMER SUPPLIED PLOT PLAN. r 15. DESIGN ASSUMES THAT, AS A�MINI", MAINTENANCE AND INSPECTION WILL BE PERFORMED OVER THE LIFE OF THE STRUCTURE IN ACCORDANCE WITH ANSI/EIA-222-£. 16. DESIGN ASSUMES SRL ANTENNAS ARE MOUNTED SYMMETRI- CALLY TO MINIMIZE TOROLE. 17. DESIGN ASSUMES THAT ALL TRANSMISSION LINES AND WAVEGUIDE LADDERS ARE EQUALLY DISTRIBUTED ON TWO TOWER FACES. 19. TWO /5 -HOLE WAVEGUID£ LADDERS SHALL BE PROVIDED FROM IO' TO TOP OF TOWER. 19. FOR FOUNDATION DETAILS, SEE DRAWING NUMBER A941876, 1-3. 20. STANDARD INSIDE CORNER MOIANTEO LADDER WITH ROHM -LOC SAFETY DEVICE SHALL BE PROVIDED FOR CLIMBING THE ENTIRE HEIGHT OF THE TOWER. 2l. DISH AZIMUTHS SHOWN ARE NOMINAL AZIMUTHS USED FOR DESIGN. ACTUAL AZIMUTHS (TO BE DETERMINED BY OTHERS) MUST NOT RESULT IN INCREASED DESIGN LOADS. FOUN®Q TXGN SCHE®UL E CXRCU L Q R TXES VER TXCQ L GQ RS "c " TIES "d " TIES SIZE LAP CAGE DIA. SIZE SPACING LAP SIZE SPACING LAP (/4)#9 --- 39" #4 3" Z2" #4 /2" 22" NOTE: SEE TOWER ASSEMBLY DRAWING FOR FOUNDATION LAYOUT AND ANCHORAGE EMBEDMENT DRAWING NUMBER. TE VOLUME OF CONCRETE (l) FOUNDATION /6.5 CU. YDS. (3) FOUNDATIONS 49.5 CU. YDS. �QQ p Lu Lu IRCULAR TIES O O 6•• 3" MAX.. O� GROUND LINE F — — —� jGE 1111=1111= 1 Q LO Q.Q ERTICAL BARS EQUALLY SPACED Lu = = au) m SEC TX®/ � A -A o I I • Q NOTE: CAGE DIA. FROM CEN TERL INE OF VERTICAL BARS. I I TOWER SITE: LIVE OAK REE C TX®NSIL EG UPLIFT = 191.5 KIPS L — — J DOWNLOAD = 218.5 KIPS SHEAR = 23.7 KIPS (4 '-O") DIA. SHEET / OF 3 No.A Revision Description A Date A Rev By A Ckd ByAAppd'By THIS DRAWING IS THE PROPERTY OF RDHN. TO BE REPRODUCED, COPIED OR TRACED IN IT IS NOT WHOLE OR �) H/1 \\v// IN PART WITHOUT OUR WRITTEN CONSENT. /JU/J// Scale: NONE By Date Title: FOUNDA %AGN DE %A %L FOR DEL L UL A R ONE Drawn: L TA 7/ l 4/94 Checked: �E/ App. Eng.: /� V/-5/24= App. Sales: r/� ' "'• ENG. FILE:- / 351 DRAWING NO.: A94 1876— I FOUNDATION GENERAL NOTES 1. Work shall be in accordance with local codes, safety regulations and unless otherwise noted, the latest revision of ACI 318, 'Building Code Requirements for Reinforced Concrete". Procedures for the protection of excavations, existing construction and utilities shall be established prior to foundation installation. 2. Concrete materials shall conform to the appropriate state requirements for exposed structural concrete. 3. Proportions of concrete materials shall be suitable for the installation method utilized and shall result in durable concrete for resistance to local anticipated aggressive actions. The durability requirements of ACI 318 Chapter 4 shall be satisfied based on the conditions expected at the site. As a minimum, concrete shall develop a minimum compressive strength of 3000 psi (20.7 MPa) in 28 days. 4. Maximum size of aggregate shall not exceed 3/4 inch (19 mm); size suitable for installation method utilized; or one-third clear distance behind or between reinforcing. 5. Reinforcement shall be deformed and conform to the requirements of ASTM A615 grade 60 unless otherwise noted. Splices in reinforcement shall not be allowed unless otherwise indicated. 6. Reinforcing cages shall be braced to retain proper dimensions during handling and throughout placement of concrete. When temporary casing is utilized, bracing shall be adequate to resist forces occurring from flowing concrete during casing extraction. 7. Welding is prohibited on reinforcing steel and embedments. 8. Minimum concrete cover for reinforcement shall be 3 inches (76 mm) unless otherwise noted. Approved spacers shall be used to insure a 3 inch (76 mm) minimum cover on reinforcement. 9. Concrete cover from top of foundation to ends of vertical reinforcement shall not exceed 3 inches (76mm) nor be less than 2 inches (51mm). 10. Spacers shall be attached intermittently throughout the entire length of vertical reinforcing cages to insure concentric placement of cages in excavations. 11. Foundation design has been based on geotechnical report no. 23-481165 dated 5-20-94 by: KLERI FELDER, INC. 12.. Foundation design has been developed in accordance with generally accepted professional engi- neering principles and practices within the limits of the subsurface data provided. Foundation design modifications may be required in the event the following design parameters are not appli- cable for the subsurface conditions encountered. (A) DEPTH NEGLECTED FOR SKIN SHEAR = TOP 3 FT. (B) AVERAGE ALLOWABLE SKIN SHEAR 3 TO 35 FT. DEPTH = 400 PSF. (C) ALLOWABLE END BEARING AT 35 FT. DEPTH = 6 KSF. (D) GROUND WATER TABLE AT 5 FT. BELOW GRADE. Foundation depth indicated is based on the grade line described in the referenced geotechnical report. Foundation modification may be required in the event cut or fill operations have taken place subsequent to the geotechnical investigation. 13. Foundation design assumes level grade at tower site. 14. Foundation design assumes the recommendations in the referenced geotechnical report concern- ing verification of subsurface conditions are implemented prior to placement of concrete. ENG. FILE NO. 31351PM DWG. NO. A941876-2 15. Foundation installation shall be supervised by personnel knowledgeable and experienced with the, proposed foundation type. Construction shall be in accordance with generally accepted installa- tion practices. 16. Foundation design assumes installation procedures will incorporate the procedures recommended in the referenced geotechnical report. 17. Foundation design assumes field inspections will be performed to verify that construction mate- rials, installation methods and assumed design parameters are acceptable based on conditions existing at the site. 18. For foundation and anchor tolerances see drawing A810214. 19. Loose material shall be removed from bottom of excavation prior to concrete placement. Sides of excavation shall be rough and free of loose cuttings. 20. Concrete shall be placed in a manner that will prevent segregation of concrete materials, infiltra- tion of water or soil and other occurrences which may decrease the strength or durability of the foundation. 21. Free fall concrete may be used provided fall is vertical down without hitting sides of excavation, formwork, reinforcing bars, form ties, cage bracing or other obstructions. Under no circum- stances shall concrete fall through water. 22. Foundation design assumes continuous concrete placement without construction joints. 23. Top of foundation outside limits of anchor bolts shall be sloped to drain with a floated finish. Area inside limits of anchor bolts shall be level with a scratched finish. 24. Exposed edges of concrete shall be chamfered 3/4" x 3/4" (19mm x 19mm) minimum. 25. Foundation design assumes casing, if used, will not be left in place. Equipment, procedures and proportions of concrete materials shall insure concrete will not be adversely disturbed upon casing removal. 26. Drilling fluid, if used, shall be fully displaced by concrete and shall not be detrimental to concrete or surrounding soil. Contaminated concrete shall be removed from top of foundation and re- placed with fresh concrete. 4 ENG. FILE NO. 31351PM DWG. NO. A941876-3 17 /?_ c DATE -07/12/94 ROHN SELF-SUPPORTING TOWER ANALYSIS FOR CELLULAR ONE PAGE NO. 1 TIME -13:56:14 Output is NOT to be reproduced without Rohn's written consent.- FILE NO. 3l -9D PM BY: GEN LEVEL- 3R2F -------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------- A BRIEF DESCRIPTION OF THE DESIGN REQUIREMENTS FOLLOWS - 1. 200 FT SSV TOWER ANALYSIS 2. DESIGN WIND LOAD PER ANSI/EIA-222-E-1991 3. 75 MPH BASIC WIND SPEED (0.5" RADIAL ICE LOAD) 4. STD INSIDE CORNER LADDER W/ROHN-LOC 5. 2-15 HOLE W/G LADDERS 6. SITE: LIVE OAK 7. THE DATA FOR THIS RUN IS LOCATED IN "GENINPUT.GEN-12JUL94/113162-SS". --------------------------------------------------------------------------------------------------------------------------- INPUT PARAMETERS **************** TOWER HEIGHT = 200.0 FEET - EXPOSURE = C --PROJ. AREA OF LADDER, ROUND = x-.000 SQ.FT/FT FACE = 0 -- BASE ELEVATION = .0 FEET IMPORTANCE FACTOR = 1.000 _ _PROJ. AREA OF LADDER, FLAT = -.271 SQ.FT/FT FACE = S -- WIND VELOCITY = 75.00 MPH RADIAL ICE _ .00 IN. P UNIFORM WEIGHT OF LADDER = -.007 KIPS/FT Gh = 1.114 r ESCALATED WINDLOADS ARE CALCULATED AT EACH SECTION MID -HEIGHT, WINDLOADS ARE LISTED FROM TOP TO BOTTOM FROM 200.0 FEET TO 180.0 FEET USE .0264 KSF FROM 180.0 FEET TO 160.0 FEET USE .0256 KSF FROM 160.0 FEET TO 140.0 FEET USE .0247 KSF T�i1S./nit/i�Ly,S�S_C0N%PD[.,S v__If%Illl�(. FROM 140.0 FEET TO 120.0 FEET USE .0237 KSF FROM 120.0 FEET TO 100.0 FEET USE .0226 KSF FROM 100.0 FEET TO 80.0 FEET USE .0214 KSF �p E S i_GA1 CUaT F( 75 / 0r2_LG:LV_A !._.. W 1. �1 p FROM 80.0 FEET TO 60.0 FEET USE .0199 KSF FROM 60.0 FEET TO 40.0 FEET USE .0181 KSF P12 E S s U E S. FROM 40.0 FEET TO 20.0 FEET USE .0160 KSF FROM 20.0 FEET TO .0 FEET USE .0160 KSF ANTENNA WIND EFF. ANT. DEAD LOAD PROJ. AREA OF APPURTENANCES DEAD LOAD EFF.PROJ. ASSUMED ELEVATION PRESSURE PROJ.AREA OF ANT. (SQ.FT./FT.) OF APPUR. AREA*M.A. TORQUE (FEET) (K/SQ-FT) (SQ.FT.) (KIPS) (KIPS/FT) (SQ.FT-FT) (FT -K) DESCRIPTION OF LOADS ROUNDS FACE FLATS FACE ,I.IGHT------------------- 200.0 - .0268 2.40- .15 .088 ' 1 - .000 0 .002 .00 .00 12-SRL410C-9 ANT'S. ----- 199.0 ; .0268 110.00 - 3.00--` 1.008 - 1 .307- 1 .021 - 50.00 - 1.34 W/MOUNTING FRAME. ------- 199.0 - .0268 .00 .00 1.008' 2` .307" 2 .000. .00 ., .00 2-8'H.P.DISHES---------- 165.0 .0254 111.00 1.60 -- 093 1 - .000. 0 - .001- 250.00 • 6.35 (175 307 )------------- 165.0 .0254 .00 -- .00 .093• 2 .000' 0" .000 ' .00" .00 2 -6 -DISHES W/RAD-------- 150.0 .0247 33.00. 1.20 .093- 1 r .000, 0 .001: 40.00 ' .99 (80% 260 )------------- 150.0 .0247 .00 - .00 J OW 2 / 000' 0 - .000 .00 .00 2-6'DISHES W/RAD-------- 120.0 - .0232 45.00_ 1.20 .093 1 .000 0 .001 150.00 3.48 (8(P & 260 )------------- 120.0- .0232 .00- .001- .093 2 .000 0 .000 .00•• .00 2-6'DISHES W/RAD-------- 100.0 - .0220 45.00 - 1.20- .093- 1 - .000 • 0 - .001 _ 200.00 - 4.40 (86 & 260 )------------- 100.0 - .0220 .00 ` 00_ .093 2- .000• 0 - .000- .00 - .00 ROHN SHALL HAVE THE OPTION TO REVIEW FINAL DISH LOCATIONS, AZIMUTHS, AND MOUNTS TO VERIFY THAT THE ASSUMED TORQUE VALUES AND LOCAL STRESSES ARE NOT EXCEEDED. DESIGN ASSUMES VHF TYPE ANTENNAS MOUNTED AS SYMMETRICALLY AS POSSIBLE TO MINIMIZE ACCUMULATED EFFECT OF TORQUE. DESIGN ASSUMES WAVEGUIDES AND WAVEGUIDE LADDERS ARE EQUALLY DISTRIBUTED ON TWO TOWER FACES. DATE -07/12/94 ROHN SELF-SUPPORTING TOWER ANALYSIS FOR CELLULAR ONE PAGE NO. 2 TIME -13:56:14 Output is NOT to be reproduced without Rohn's written consent.- FILE NO. 31351'PM BY: GEN LEVEL- 3R2F -------------------------------------------------------------------------------------------------------------- WINDLOAD ON TOWER SECTIONS AND SUMMARY OF WEIGHTS wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww wwwwwwwwww *COLUMN 1* * TOWER w w *SECTION w w * NUMBER wwwwwwwwww 7NST **N 7NST **N 8N **N 9NH **N IONH **N 11N **N 12NH **N 13NH **N 14NH *.N 15NH *.N wwwwwwwwww *COLUMN 2* *WIND ON * * SECTION* * & UNIF.* * APPURT.* * (KIPS) wwwwwwwwww 2.309 2.353 2.392 2.668 2.841 2.920 2.844 2.779 2.713 2.981 FOR EXAMPLE, 7NST 8 wwwwwwwwww wwwwwwwwww wwwwwwwwww wwwwwwwwwwww wwwwwwwwww wwwwwwwwww wwwwwwwwww *COLUMN 3* *COLUMN 4* *COLUMN 5* * COLUMN 6 * *COLUMN 7* *COLUMN 8* *COLUMN 9* *WIND ON * * TOTAL * * WEIGHT * *WT. OF EA.* * TOTAL * *WT./SEC.* * ACCUM. * *CONCENTR. *WIND FOR* . *OF HDWE.* *SECTION W/* * ACCUM- * *OF TOWER* * WEIGHT * *EFF.PROJ* *EA. TWR.* *FOR EACH* *ICE/HDWE.-* * ULATED * * STEEL * *OF TOWER* * AREAS * * SECTION* * SECTION* *IF PRESENT* *SEC.WTS.* * ONLY * * STEEL. * * (KIPS) * * (KIPS) * * (KIPS) * (KIPS) * * (KIPS) * * (KIPS) * * (KIPS) * wwwwwwwwww wwwwwwwwww wwwwwwwwww wwwwwwwwwwww wwwwwwwwww wwwwwwwwww wwwwwwwwww 3.012 5.322 3.73 4.60 4.60 .88 ( .27) .88 2.820 5.173 2.20 3.27 7.88 1.07 ( .46) 1.94 .816 3.208 1.83 3.06 10.94 1.23 ( .53) 3.17 1.044 3.712 1.84 3.39 14.33 1.55 ( .71) 4.72 .991 3.831 1.86 3.93 18.26 2.07 ( 1.12) 6.79 .000 2.920 .68 2.85 21.10 2.17 ( .76) 8.96 .000 2.844 .68 3.32 24.43 2.64 ( .91) 11.60 .000 2.779 .68 3.76 28.19 3.08 ( 1.12) 14.68 .000 2.713 .68 4.23 32.42 3.55 ( .82) 18.24 .000 2.981 .68 4.88 37.30 4.20 ( .70) 22.44 TOTAL INCREASED TOWER WEIGHT, IN ADDITION TO THE STANDARD TOWER SECTIONS = 7.40 KIPS ***** SECTION STATUS INDICATORS ***** **N INDICATORS ARE:PERIOD) ---- = MEMBER NOT BEEFED ...HORIZONTAL BRACE INDICATOR * ASTERISK) -- = MEMBER BEEFED 11 ....DIAGONAL BRACE INDICATOR ! EXCLAMATION) = NO MEMBER LARGE ENOUGH ...LEG INDICATOR ? QUESTION) -- = INCORRECT DATA N ------------- = NOT APPLICABLE DATE -07/12/94 ROHN SELF-SUPPORTING TOWER ANALYSIS FOR CELLULAR ONE PAGE NO. 3 TIME -13:56:14 Output is NOT to be reproduced without Rohn's written consent.- FILE NO. 31351PM BY: GEN LEVEL- 3R2F -------------------------------------------------------------------------------------------------------------- SHEARS, OVERTURNING MOMENTS AND SIDE RAIL DATA ********************************************** *********** *********** *********** *********** *********** *********** *********** *********** *********** *COLUMN 10* *COLUMN 11* *COLUMN 12* *COLUMN 13* *COLUMN 14* *COLUMN 15* *COLUMN 16* *COLUMN 17* *COLUMN 18* *********** *********** *********** *********** *********** *********** *********** *********** *********** * TOWER * * DIST- * * APPROX. * * TOTAL * * TOTAL * * MAXIMUM * * MAXIMUM * * MAXIMUM * * TOWER * * * * ANCE * * CENTER- * * ACCUM. * * OVER- * * TENSION * * COMP. * *ALLOWABLE* * SIDE- * * SECTION * * BELOW * * CENTER * * SHEAR ON* * TURNING * * FOR ONE * * FOR ONE * *SIDE -RAIL* * RAIL * * * * TOP * * OF LEGS * * TOWER * *,MOMENTS * *SIDE -RAIL* *SIDE -RAIL* *CAPACITY *. *DIMENSION* * NUMBER * * (FT.) * * (FT.) * * (KIPS) * *(FT -KIPS)* * (KIPS) * * •(KIPS) * * (KIPS) * *(INCHES) *********** *********** *********** *********** *********** *********** *********** *********** *********** 7NST **N 20.0 6.54 5.32 79.99 12.78 16.04[ .28] 56.91 PIPE2.5STD 7NST **N 40.0 6.54 10.49 2-23.97 37.31 42.96[ .57] 74.78 PIPE2.5E.H 8N **N 60.0 8.54 13.70 465.83 59.94 67.84[ .69] 98.91 PIPE3.OE.H 9NH **N 80.0 10.56 17.41 766.55 79.86 90.23[ .79] 113.57 PIPE3.5E.H 1ONH **N 100.0 12.60 21.24 1143.22 99.72 112.93[ .79] 142.37 PIPE4.0E.H 11N **N 120.0 14.66 24.16 1597.32 120.04 135.38[,9l] 1N8,j6 PIPE5,0STD 12NH **N 140.0 16.70 27.01 2109.05 139.18 156.95[ .86] 181.57 PIPES.OE.H 13NH **N 160.0 18.70 29.79 2677.01 157.62 178.13[ .83] 215.58 PIPE6.OEHS 14NH *.N 180.0 20.78 32.50 3299.88 174.50 198.06[ .92] 215.58 PIPE6.OEHS 15NH *.N 200.0 22.78, 35.48 3979.69 191.46 218.50[ .81] 268.66 PIPE6.OE.H ««< NOTE »»> THE ALLOWABLE CAPACITIES ON THIS ANALYSIS INCLUDE A 33.3 PERCENT INCREASE. ««< NOTE »»> [ ] SHOWS LOAD/CAPACITY RATIO. DATE -07/12/94 ROHN SELF-SUPPORTING TOWER ANALYSIS FOR CELLULAR ONE PAGE NO. 4 TIME -13:56:14 Output is NOT to be reproduced without Rohn's written consent.- FILE NO. 31351PM BY: GEN LEVEL- 3R2F -------------------------------------------------------------------------------------------------------------- BRACING wwwwwwwwwwwwwwwwwwwwwwwwwwwwww LOADS', SIZES AND BOLTS wwwwwwwwwww *COLUMN 19* wwwwwwwwwww *COLUMN 20* wwwwwwwwwww *COLUMN 21* wwwwwwwwwww *COLUMN 22* wwwwwwwwwww *COLUMN 23* wwwwwwwwwww *COLUMN 24* wwwwwwwwwwww *COLUMN 25 * wwwwwwwwwww *COLUMN 26* wwwwwwwwwww *COLUMN 27* wwwwwwwwwww wwwwwwwwwww wwwwwwwwwww wwwwwwwwwww wwwwwwwwwww wwwwwwwwwww wwwwwwwwwwww wwwwwwwwwww wwwwwwwwwww * TOWER * * HORIZ. * * HORIZ. * *REMAINING* *MAX.AXIAL* *AXIAL LD.* *ANGLE/PIPE* * * *NO.& SIZE* * * * COMP. OF* * COMP. * * SHEAR TO* *LOAD FOR * * COLUMN * */SOLID RD.* * BRACE * * OF BRACE* * SECTION * * SHEAR IN* * OF LEG * * BE TAKEN* * TOWER * *CAPACITY * *BAR/ BRACE* * CONNECT.* * BOLTS * * * * ONE FACE* * LOAD * *BY BRACES* * BRACING * *OF BRACES* * DIMENSION* * CAPACITY* *REQUIRED * * NUMBER * * (KIPS) * * (KIPS) * * (KIPS) * * (KIPS) * * (KIPS) * * (INCHES) * * (KIPS) * *PER CONN.* wwwwwwwwwww wwwwwwwwwww wwwwwwwwwww wwwwwwwwwww wwwwwwwwwww wwwwwwwwwww wwwwwwwwwwww wwwwwwwwwww wwwwwwwwwww 7NST **N 3.784 .000 3.784 2.155 [ .43] 5.009 L 1:5X3/16_ <M> 5.44 1-1/2 IN. DIA. .188 IN. CLIP 7NST **N 8.354 .000 8.354 4.757 [ .87] 8.078 L1.75X3/16 - <M> 5.44 1-1/2 IN. DIA. .188 IN. CLIP 8N **N 10.308 3.636 6.672 3.762 [ .79] 4.733 L1.75X3/16 <M> 5.44 1-1/2 IN. DIA. .188 IN. CLIP 9NH **N 12.939 4.839 8.099 4.667 [ .86] 8.714 L 2.5X3/16 <M> 5.44 1-1/2 IN. DIA. .188 IN. CLIP 1ONH **N 15.681 6.049 9.632 5.321 [ .73] 8.626 L2 -1/2X1/4 <M> 7.25 1-1/2IN.DIA(*) .250 IN. CLIP 11N **N 17.414 7.264 10.150 5.579 [ .83] 6.721 L2 -1/2X1/4 ' <M> 7.25 1-1/2IN.DIA(*) .250 IN. CLIP 12NH **N 19.151 8.419 10.732 6.313 [ .79] 7.975 L 3X3X1/4 - <B> 8.59 1-5/8 IN. DIA. .250 IN. CLIP 13NH **N 20.881 9.544 11.337 6.467 [ .97] 6.696 L 3X3X1/4 <B> 8.59 1-5/8 IN. DIA. .250 IN. CLIP 14NH *.N 22.587 10.587 12.000 6.659 [ .78] 9.133 L3 -1/2X1/4 ' <B> 8.59 1-5/8 IN. DIA. l .250 IN. CLIP 15NH *.N 24.493 11.647 12.846 7.058 [ .82] 11.760 L 4X4X1/4' <B> 8.59 1-5/8 IN: DIA. .250 IN. CLIP ««< NOTE »»> THE ALLOWABLE CAPACITIES ON THIS ANALYSIS INCLUDE A 33.3 PERCENT INCREASE. ««< NOTE »»> [ ] SHOWS MAX.LOAD/CAPACITY RATIO. IF THE SYMBOL --(*)--APPEARS AFTER THE BOLT SIZE, IT INDICATES THAT THREADS MUST BE EXCLUDED FROM SHEAR PLANES. IF THE SYMBOL-- H --APPEARS AFTER THE LOADS ABOVE, IT INDICATES THAT THE LOADS ARE FOR THE MAIN HORIZONTAL. IF THE SYMBOL --*--APPEARS AFTER THE CLIP SIZE; IT INDICATES THAT THE HORIZONTAL BRACE CONTROLLED THE CLIP AND BOLT SIZE. IF THE SYMBOL --(+)--APPEARS AFTER THE DIAGONAL CAPACITY(COL. 24), IT INDICATES THE HORIZONTAL BRACE CAPACITY CONTROLS THE DIAGONAL BRACE CAPACITY. THE LETTER APPEARING BEFORE THE CONNECTION CAPACITY IN COLUMN 26 INDICATES THE CONTROLLING FACTOR. <B> = BRACE BOLT CONTROLS CONNECTION CAPACITY; <C> = BRACE CLIP CONTROLS; <M> = BRACE CONTROLS. DATE -07/12/94 ROHN SELF-SUPPORTING TOWER ANALYSIS FOR CELLULAR ONE PAGE NO. 5 TIME -13:56:14 Output is NOT to be reproduced without Rohn's written consent.- FILE NO. 31351,PM BY: GEN LEVEL- 3R2F -------------------------------------------------------------------------------------------------------------- • TWIST AND DEFLECTION DATA ************************* *********** *********** *********** *********** *********** *********** *********** *COLUMN 28* *COLUMN 29* *COLUMN 30* *COLUMN 31* *COLUMN 32* *COLUMN 33* *COLUMN 34* *********** *********** *********** *********** *********** *********** *********** * TOWER * * TWIST * * TOTAL * * DEFLEC- * * TOTAL * * AREA OF * * TOTAL * * * * FOR EACH* * ACCUM- * *TION FOR * * ACCUM- * *M/EI FOR * * ACCUM- * * SECTION * * TOWER * * ULATED * *EA. TOWER* * ULATED * *EA. TOWER* * ULATED * * * * SECTION * * TWIST * * SECTION * * DEFL. * * SECTION * * DEFL. * * NUMBER * *(DEGREES)* *(DEGREES)* *(DEGREES)* *(DEGREES)* * (FEET) * * (FEET) * 7NST **N .011 .185 .043 .947 .757E-03 1.937 7NST **N .055 .173 .125 .903 .236E-02 1.539- 8N .5398N **N .037 .118 .124 .779 .306E-02 1.173 9NH **N .023 .081 .119 .655 .275E-02 .860 1ONH **N .018 .058 .108 .536 .242E-02 .605 11N **N .015 .040 .114 .428 .229E-02 .403 12NH **N .009 .025 .086 .314 .202E-02 .247 13NH **N .007 .016 .081 .228 .164E-02 .134 -14NH *.N .005 .009 .081 .147 .157E-02 .058 15NH *.N .004 .004 .066 .066 .141E-02 .014 ENG. FILE:•31351PM LIVE OAK ******************** ** WIGGINS METHOD ** *********************************************** ** DETERMINE MAXIMUM LATERAL SOIL PRESSURE ** ** AND MAXIMUM MOMENT IN THE SHAFT FOR ** ** A DRILLED PIER FOUNDATION ** *********************************************** Ver. 2.1 FORMULAS USED ------------------------------------------------------------ R 6*P*(1+N) V S1 =--------------- L = (MA/P)+R+E D*L*(1-N)*(1-N) G (N+3)*(N+3)*S1 A V S2 =---------------- NL = (MA/P)+R+G -------- 8*(N+1)*(N+2) 1-(N*N) K =--------------- N = NL / L Y 2*(2+N) L*(1-K)-NL Y = --- ------------ SP1 - S1 E - / <-------V--- S2 2 M = P*(NL+5/8*Y) SP2 = S2 / (Y+G) V = S1*D*K*L / 2. or P whichever is greater -> < --- D V ----------- > S1 Equivalent Length of Pier = L = 35.50 ft Diameter of Pier = D = 4.00 ft Projection Above Grade = R = .50 ft Length for NO Soil Resistance = NL = 3.50 ft Embedment Depth = E = 35.00 ft Applied Moment at Top of Pier = MA = .00 ft -k Depth of Soil Ignored = G = 3.00 ft Shear at Top of Pier = P = 23.70 kips MAXIMUM LATERAL SOIL PRESSURES MAXIMUM VALUES IN SHAFT K = .2359 S1 ----------------------------------------------------- = 1.354 ksf SP1 = 39 psf/ft M = 257.92 ft -k Y = 11.81 ft S2 = .705 ksf SP2 = 48 psf/ft V = 23.70 kips - r NAME: XK FILE NO. 31351PM PAGE NO. 1 SHAFT REINFORCING PROGRAM VER. 91.0 ----------------------------------- ----------------------------------- DESIGNED BY: XK ENG. FILE NO.: 31351PM DATE: 071394 CUSTOMER: CELLULAR ONE DESCRIPTION: REINFORCEMENT CALCULATIONS INPUT DATA C = 218.50 Kips Vc = 23.70 Kips Mc = 257.90 Ft -K T = 191.50 Kips Vt = 23.70 Kips Mt = 257.90 Ft -K Fy = 60.00 Ksi Fyt = 60.00 Ksi L.F. = 1.30 H = 48.00 In. Ds = 39.00 In. F'c = 3.00.Ksi U = 1.00 Irs = 1 *** SHAFT CROSS SECTION IS ROUND *** SUMMARY OF ANALYSIS ------------------- ------------------- Minimum area of steel req'd. = 11.56 sq.in. (Rhomin = .0064) Maximum steel area limit = 144.76 sq.in. (Rhomax = .0800) CIRCULAR TIEDATA ----------- Vu <.85*Vc/2, shear reinforcement is not required. Use maximum tie spacing specified in A.C.I. 318-83, Section 7.10.5 for compression reinforcement. DEVELOPMENT LENGTH MODIFIERS FOR TENSION AND COMPRESSION BAR DEVELOPMENT DLMT = MODIFIER FOR TENSION DEVELOPMENT = 1.000 DLMC = MODIFIER FOR COMPRESSION DEVELOPMENT = .249 REQUIRED Ld = MODIFIER * BASIC Ld * ACI 318 MODIFIERS (12 in. min.) FxALLO N ENGIN EFRING rizUGTUPRAL CALCULATIONS FOR w { DATA m' SHEETS'� o. 670' EX s k•zr p• 12 ./gs 1 28. 0 RICHARDSON R. • AUBURN, GA. (-916) 885-5700 R jh ' �A ku NA ... Omow 1,A 1 r 477Lae � . c:Z�-jV2jc)LLjSD ��►�� • C►>C � ��a�) Cts ����::_` , ��`� � �. E �, , V -'t { I� G w' ,e --.),I 4,t t of It TT -1 CA !2E tj �.Oq cr�4 • - � a"iaa�c`• 4^ - W •.;.t6 �4 �..•; • �,+•, :;!, � a:. .:., x r _.-c .a yr nrY t - M:1'x11 Fallon' 'f , :4�Y;1. r ..Ft4, F iFf CIVIL / STRUCTURAL / ENERGY ��� A 'CA* RCQ No. C - 11110 .1100 INpUaD10N M. I,-- to oxo] (/f/) 111-3710 �T ty 44}1L• --------------- *;kzj t�tifrp#, r �B) EXISiINO PANEL ANTENNAS LSH MOUNTED ON PIPE TOP OF'EXISTING (OWER TOA' ACL. FRAME WORK AT TOP OF EXISTING- jT4 '}strlX , •i `TOWER (4).ANTENNAS TWO SIDE __- — iT wb= ;r 441 i ��`����,� 1n• C t -r " EXISTING MICROWAVE DISH AT IJT' AGL. ' - EXISTING MICROWAVE DISH AT 168' ACL. t�11;rtii" )•l e ' FUTURE 4' PBMS MICROWAVE �,"� �t;F�� ,• T t i � DISH 148' AGL.- � L�f.. y Y,jl:t t1 t �y NEW PBMS. ANTENNAS THREE TO BE INSTALLED NOW AND THREE SHOWN I NEW PBMS. ANTENNAS 140' ACL. s^HS yL I sj' < iq is FOR FUTURE FFZ13„i• r NEW PBMS. LNA rr�!a!J FUTURE 6' PBMS MICROWAVE DISH IST' ACL. UNITS PER ANTENNA ` .� l SiY,'�"�auaxx T�hrt!!!!lIYYYYYYa�r�ii fry'NRI rf,' jai^.� • . "kr;:' LL PROJECT INFO: SA -530 -CI I 'A 4 {t° v— I P OIOEURNDEDR ROAD • I' ".. c Gmm.Er. CA. 95948 ce Fallon' Engineering. I CIVIL / STRUCTURAL / ENERGY 'CA* RCQ No. C - 11110 .1100 INpUaD10N M. I,-- to oxo] (/f/) 111-3710 �T ty --------------- MASONRY WALLS N E S W 1st Lift r, . 2nd Lift 3rd Lift. 4th' -Lift 5th Lift 6th Lift FIRE WALLS Occu anc Area Propert Gypsum Board _ 1st Layer 2nd Layer Walls i r Ceilin s i COMMERCIAL 024-160-016 PERMIT#98-0773 PBMS 400 Turner Rd., Gridley New Cellular Tower OFFICE COPY Address a GAS Meter By Date ELECTRIC Meter By Date r i t �r r 1 t r 1, a A i i rr 1 COMMERCIAL 024-160-016 PERMIT#98-0773 PBMS 400 Turner Rd., Gridley New Cellular Tower OFFICE COPY Address a GAS Meter By Date ELECTRIC Meter By Date V=OK O=Not OK - = Not Applicable = Not Ready COMMERCIAL Date U RFLOOR Plans OK except #'s v / i - 1. ing-Setbacks- Ease men ts-Flood-Slope-Soil Report toeo!j. Ftg., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab; Steel- Wr ed -Wire Mesh 8. Piers -Aper 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 -Lifts Date Dat rd B-1 Date Card B-1 tard B-1 Date Card B-1 D e PLUMBING (Permit) OK except #'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. 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. Grqund made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -904 -Protected -Color Coded 28. Subfeesf Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Resistive -Fixture -Conduit -G. ..-Susp. Ceiling t ,A<Service-Riser Conductors & bund -Main Disconnect 37 EgNip. Clearances Panels Motors-Mech. Equip. Fire Wall Penetrj4ions Dat J fi/and 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. k. 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. 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 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 i 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 j 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. 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. ttt 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 0 Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 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 Card B-1 Date Card B-1 Date Card B -t Date Card B-1 Comments at Final: Certificate of Occupancy I (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION .7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT �A_o � ASSESSOR PARCEL NUMBER 024-160-016 ZONING A40 BUILDING PERMIT OWNER PBMS (Jill) TELEPHONE 916-561.1019 SO. FT. OCC. BUILDING VALUATION 1 50, 000.00 OWNERS MAILING ADDRESS 3851 N. FREEWAY BLVD., SAC., CA 95834 CONTRACTOR'S NAME TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER T -COM CONSTRUCTION, INC. LICENSE NO. 747350 FIIIn Fee $ 20.00 Permit Fee $ 207.00 ARCHITECT OR ENGINEERS MAILING ADDRESS P.O. BOX 4999, AUBURN, CA 95604-4999 Plan Checking Fee $ 134.55 BUILDING ADDRESS 400 TURNER ROAD, GRIDLEY, CA 95948 Energy Plan Checking Fee $ $ PERMIT FEE $ 361.55 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome l] Other CELLULAR TOWER SPECIFY Each Trap 7.00 Solar or heatpump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition M Remodel ❑ Utilities ❑ Installation ❑ Other ❑ PCS ANTENNA INSTALLATION Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service %.Aoa'ss 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, ( 9 ) and my license is in full force and effect. License glass LIC. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. jS 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. ( g ACC. BUDS. s0 3.5¢FT: MULTI. CIRCUITS NON -RES BRANCH cI c Ts °� 7.50 POWER APPARATUS & SINGLE OUTLET CIR. Ex. Occup.OUTLET OR FIXTURE 20 1.00 �,L @ p ,50 Ex. Occup. ouXTLEErs REESID.OE0. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 PERMIT FEE $ 46.00 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 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if 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 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 ______ Date a'�=� Sig ture of Applicant Owner ❑ Contractor R Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 407.5 H==. D=EE IMP/ V FL00-D ,V/ COF p�AR-CEL PD HD IssuE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. v Date �IsdlG) 6 30 99 Date Receipt No. 236685/$154.55//31365 $253.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i r Apr -22-98 02:19P BUTTE COUNTY 916 538-2140 P.01 _ J. COUNTY OF BUTTE- DEPARTMENTOF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO, (ReV.12/96) APPLICATION AND PERMIT 9R- ABS EBBOR PARCEL NUMBER IbO C, ZONING BUILDING PERMIT OWNERC TELEPHONE SO. FT, OCC. BUILDING VALUATION DW000elNJ t1JwoResi - / Y6� - �.. • . . coNTRAGT aja EMME / TE1.13"ONE -•• •' .. ., o`.6.b—?.1..._ ..._.... . CONTRACTOR'S NAAINe ADORES9 . CONSTRUCTION UDW ER -' - - LENDER'S NA,LNIO AOORESS _ �- •• ARCNRFCT OR F.NOINEEA LICENSE NO. Z .rteh5f?.!c Znc YICNTIEGT ort ENOWE(A'! rMVrtl wDDRl65 010. 16-x 1(99 9 Aub� , CA 9s'6 o y_ y999 SUBDNaION'SNAAE U3EOFSTRUCTURE - SF O Duplex ❑ Nkibilehome ® Other CJ;,U&0--k -7-2 TYPE OF WORK Now ❑ Addition 10 Remodel O Utilities O Inetaliallon ❑ Other liq Describe Work: f C.5 A ---A- "-n • =,ts Qo1-&_-,•-_ LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter g (commencing with Section 7000) of Division 3 of the Business and Professions Code. and my license in in full force and effect. License Claes _ Lic. No. ow WILDER 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 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. ❑ 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 permitis Issued. W workers' compensation insurance carrier and policy number are: Carrier Policy Number (rhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars (6100) 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 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, 1 shall forthwith comply with those provisions, X __ Date Signature of Applicant O Owner O Contractor O Agent An OSHA permit is required for oxcavat- ov r 50• dee an dl Of structures over 3 stories In height ReceiptNo. , j -' < WHITE -0 O.S.-B.u. CANARY -ASSESSOR PINI(.l Cl:TA. Ff►eDlace Total VAluatlop i Filing Fee ___ i Permit Fee = Plan Checking. Fee fi 131ergy Plan Chocking Fee $ PERMIT FEE _ PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping _ GAB piping system 1 - 5 outlets Building Bawer Moble Home S G W PERMIT FEE S ELECTRICAL PERMIT Main Service 200A To 19SSA , NEW CONST pWpyllp O[CVP�\ 'ort A00r�,. _ A ACC. BLOS. NON.�lp' - uuLTi-Owmer _ POWER APFARA LTW A s Q cl . Ex. Occup. ( ovnM OR FWVRa Ex. OccuP• =O APPLIM Do (OVTlE79 (RtCgID. FA . Temporary Serviee _ Mobile Home Facilities Mei c. Wiring PERMIT FEE I S Heating Cooling Mobile Home installation !Fae!,! Energy Inspection Fee i a7 cows, TrPE TOTAL FE>E _ 20.00 .2017. 00 ME] 20.00 _7.00 23.00 15.00 _ 15.00 15.00 15.00 @20.00 T F 20.00 23._ i-5 00 3_5¢x: � .. @7.50 ea C .so 5A0 23.00 20.00- a 23.01) oe 0 20 00 5.50 112 10. PEES I INP iL00 COi PARS i This permit IB hereby issued under the Applicable provisions of the Butte County Code end/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PE"IT APPLICA TION DA TA SHEET OWNER:6,2ASSESSOR PARCEL ER: /�/, 0 - 0/(v Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit process' g and/or suance: Date Received By 111. All items have been submitted -------------------------------------------------------------------------------------- E12. 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.--------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions u \Fees of $ ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. Tie Down Specifications .------------------ ❑ 1 . Flood elevation certificate. ---------------------------------------------------------------------------------------- 4,`Sanitation and plot plan approvalVQ0 Health Department. 1°`,------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑'�16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- �Yl�Plannmg approval for (A) Use: (B) Parking: -------------------------- l_.y "G 1 I � C�✓ �/ `' Contact Land Development about provements, 13 Drainage, ❑ Legal Parcel. ----------------------- ! `18 FR ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ❑22. Workers' Compensation carrier and policy number.----------------------- ❑weer-Builder Verification (Given to owner ❑, Mailed to owner ❑). - 4. Letter of signature authorization. -------------------------------------------- ❑25.. Recorded copy of Agricultural Acknowledgment Statement. ------------- 026. Letter of intent on building use, ---------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------- 028. Existing violations and/or expired permits. --------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑30. Other: (Date) 1 When you issue the permit, process as follows ❑ Mail to owner, ❑ ail to actor. Telephone 14 S� _ and hold for pickup at V i office. ❑ Deliver with inspector. D/ ��� Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air P?p tion Date: By: Copy of plans sent 11 Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index pernut application for the above items numbered: / L— _Plan Check List 2. Additional items required: / on or o was advised of the above required data by ❑ phone ail, ❑ Building Division counter, by ate: ! $ fg 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 r data by ❑ phone, ❑ mail, 13 Building Division counter, by Date: Plans reviewed by: �f1X1^ Date: Plans approved by: 4 Q.- 0- Date:.6 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. fol er. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. E.H. USE ONLY Plot Plan Attached Floor Plan Att Chad Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ZV-- 60—/Io Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public T Private Well � Clearance for dwelling. Other zA� "'j0)-, .PPIil/4)/L /[7 Hold final for: Final clearance O.K. for: NOTE: Environmenta`f Health Specialist Date PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, correct and legible, it may cause a delay in processing. Owner's NameReceived By: Date: �o / A.P. #: a ��0 �� Permit #: / /� Time:-? ContactPhoneNumber: Purpose of submittal: ❑ Permit Application Data Item ❑ Engineering ❑ Plan Revision /-,1/0/ 'S fr 141fi .� � 11 � �l a �t ✓► ' VA V ❑ Requested by Building Inspector or Correction Notice - Inspector's Name: By Plan's Examiner - Examiner's Name: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly show. When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call and hold for pickup. at the ❑ Chico Office ❑ Oroville Office ❑ Deliver with next inspection. Revised Plan Check Fee: ❑ $46.00 Receipt #: ❑ Additional Fees Not Required Additional fees may be due based upon complexity and time involved to process this submittal. Additional Fees: Receipt #: �COMMERC* PLAN CHECKING G UA (1994 U.B.C. OWNER: BUILDING PERMIT'NUMBER: G2 - O 27 T PLAN CHECKER: A.P. NUMBER: � - 0 7 7 A. GENERAL: II' Zoning requirements, Planning approval. Occupancy separations (Section 302). Valuation. •a! Plans signed by an engineer or architect.. e4l Proper description of work on application. Maximum height requirements (Section 506). Existing violations on property. % Items data fees, Draft stops (Section 1505). on sheet (W.C., Health; Impact Fees,' License Law, etc.). Ventilation and special hazards requirements (Section 3). Improvements or drainage, Land Development approval- PLOT PLAN.•. 1. Complete parcel size and dimensions. 2. Setbacks, sideyards, easements, etc. 3. Other buildings or structures. 4. Grading, fills, drainage. 5. Flood hazard. 6. Special conditions on creation map (noise, C.D.F., sprinklers, foundations, etc. 7. F.A.U. & F.A.S. road set back. 8. Building or utilities across lot lines (Lot Merger). ,X-� OCCUPANCY REQUIREMENTS. Building use:T1=- Occupancy Group: h - ")- Building floor area: Basic allowable floor area: Type of Construction: 'JEF V-0 Occupant -Load: sq. ft. , Total allowable floor area: Basis for increase: 1. Compliance with specific occupancy requirement. 2. Occupancy separations (Section 302). 3. Area separations (Section 504.6). 4. Firewalls due to location on property (Section 50.3). 5. Maximum height requirements (Section 506). 6. Draft stops (Section 1505). 7. Ventilation and special hazards requirements (Section 3). 8. Automatic fire sprinkler system (Section 904). 9. Fire alarm systems (Section 310.10). 10. Mechanical code requirements (Grease hood w/fire sprinkler system - Section 50. 11. Environmental Health Review - (a) Restaurant Act, (b) Commercial Pool, (c) H Occupancies. 12. Smoke detection system. 13. �Ol E C.D.F. or State Fire Marshal plan review. Electrical Code Requirements (Medical - Article 517, Assembly - Article 518, etc.). 15. Physical Disability Requirements (Title 24). 16. Wholesale Food Manufacturing (Plans to state DHS/FDB) TYPE OF CONSTRUCTION REQUIREMENTS: 1. Roof covering requirements (Section 1503). 2. Parapet walls (Section 709.4). 3. Toilet room floors and walls (Section 807). 4. Guardrails (Section 509). June 1997 3.4 5. 6. Detailed typeonstruction requirements. . Proper roof pitch for roof covering (Section 1507 & 1508). 7. Attic access and ventilation (Section 1505). 8. , Roof drainage (Section 1506). A 9. Skylights Section (2409 & 2603). 10. Stages and platforms (Section 405). 11. Interiorwall and ceiling finish (Section 801). ` 12. Fire resistive requirements. Walls, floor, ceiling, penetrations (Section 702). 13. Wall and ceiling covering installation (Section 2500). 14. Glass, glazing, Human Impact - Safety Glazing (Section 713.9 & 2406). 15. Foam Plastic (Section 1715). ,,E ----STAIRS, EXITS AND OCCUPANT LOADS: 1. General Exit Requirements (Section 1001.4 & 1006.3). 2. Number of exits, width and locations (Section 1003). 3. Doors (Section 1004). 4. Corridors and exterior exit balconies (Section 1005). 5. Stairways, rise and run, width, winders, and construction (Section 1006). 6. Horizontal exit (Section 1008). 7. Exit and smoke proof enclosures (Section 1009). 8. Exit signs and illuminations (Section 1013). 9. Aisles and seating (Section 1014 & 1015). 10. Exits for occupancy groups (Sections 1016 - 1019). Floor level exit signs (Title 24 & Section 1013). MISCELLANEOUS REQUIREMENTS: 1. Masonry chimney (Section 3102). 2. Veneer (Section 1403). 3. Special Inspection per U.B.C. Section 1"701). o a. High Strength Bolting. b. Field Welding. C. = Masonry (full stress). d. Concrete (f'c>2500psi). 4. Special Certifications - Mill Certificates. 5. Expansive soil - Special design. 6. Cut/Fill slopes, compaction tests, grading. 7. Noise requirements (Planning, Appendix Section 1208). 8. Weld electrode, welder certificate. G. ENGINEERING REQUIREMENTS: lf5�- Complete calculations, correct design criteria. Complete shear transfer details, roof to foundation. Complete structural material specifications. Shear wall anchorage based upon wall shear. Roof diaphragm chord, collector, drag struts. Combined tension and shear @ steel RF anchor bolts. Braced roof and wall bays. K OTHER: For Inspection Jacket: Flood Hazard/Elevation Certificate SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers June 1997 3.5 [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans Action Required: [x], Comply with plan check list [x] Resubmit Plans with revisions as necessary [x] Submit additional calculations as requested [ ] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 P.M. and 4:00 P M.. Sincerely, Z51? Peorge R. Kellogg Plan Check Engineer cc: Steve Fallon Fallon Engineering 2890 Richardson Drive Auburn, CA 95603 T Com Construction P.O. Box 4999 Auburn, CA 95603 1 .... ........ Eatte County LAND OF NATURAL WEALTH AND BEAUTY Patc Be11 Mobile S e BUILDING DIVISION Attn: 'Jill Muniz DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 3851 North Freeway Boulevard TELEPHONE: 1916) 538-7541 Sacramento, CA 95834 FAX: 1916) 53:3.2140 Re: PCS Antenna and Electrical Equipment Date: 5/18/98 A.P. No. 024-160-016. Permit #98-0773 c f: -;D �V/ �'S/f8 With reference to. the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans Action Required: [x], Comply with plan check list [x] Resubmit Plans with revisions as necessary [x] Submit additional calculations as requested [ ] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 P.M. and 4:00 P M.. Sincerely, Z51? Peorge R. Kellogg Plan Check Engineer cc: Steve Fallon Fallon Engineering 2890 Richardson Drive Auburn, CA 95603 T Com Construction P.O. Box 4999 Auburn, CA 95603 1 PLAN CHECK LIST C� Permit Applicant: Pacific Bell Mobile Service Date: 5/18/98 Permit #98-0773 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: Please ask Mr. Fallon to provide engineering calculations substantiating the conclusions in his letter dated April 24, 1998. Provide the following items that are remaining on the Permit Application Data Sheet: �1)'Remaining permit fee plus .an electrical inspection fee for a total of $253. W.roject approval from the Butte County a ent - Oroville (check for con ict with existing sewage syste anning D artment or use and parking) and the Land Deve nt Department (for impro a ents and legal parcel). 2 A letter of signature authorization. 2 / 1 PROJECT PROCESSING RECORD APPLICANT: OWNER: PERMIT #: —U 77 7, A. P. #: 0 I &ej WORK DESCRIPTION: DATE DESCRIPTION OF STEP LETTER OF AUTHORIZATION FOP- TO: OR TO: [Butte County] RE: APPLICATION FOR ZONING/USE/BUILDING PERMIT AND APPROVALS Jewell Cantrell, an Individual, as owner of the below -described property, does hereby appoint Pacific Bell Mobile Services, a California corporation, and its employees, agents and contractors, as agent for the purpose of consummating any application and obtaining any and all governmental permits and approvals to construct, maintain and operate mobile/wireless communications facilities on the below -described property. The undersigned understands that the application may be denied, modified or approved with conditions and that such conditions or modifications must be complied with prior to issuance of permits or approvals. Address: 400 Turner Road, Gridley, CA 95948 Assessor's Parcel Number/Property Description: 024 160 016 ATTEST: Signature of Property Owner: Date: Jewell Cantrell, an Individual LE Title: a Date: p� Site: SA -530-01 LOA Site Name: Hwy 99 -Gridley CDP098