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069-090-037
NOTES RESIDENTIAL 069-090-037 x/03-2446 \,I PERMIT N0. SCOTT, CHRISTINE 3 HANDING TREE RD, OROVILLE Cont: LEDGER, MIKE OPEN DECK 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) 'Q// Signature CHECKED BY J=OK 0 = Not OK = Not Ready NotApplicable Water; MH Test -Regulator -Connector MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Gas and Electricity Tagged 1. Zoning Requirements -Setbacks -Easements Tie Downs -Type -Installation Cert. 2. Soils; Special MH Support Sketch 11. 3. Sewer; Location -Test -Fall -C/O -Concrete Braced Wall Panels 4. Water; Location -Test -Easement Needed (Sketch) Date 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Card B-1 Date Card B-1 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG Zoning Requirements -Setbacks -Easements 7. Well Clearance & Disconnect 3. 8. Utility Clearance Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Date 8. Card B-1 Date Card B-1 Date Exits Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 12. 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected-C/O'to. Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DEC , OVERS, CARPORTS, GARAGES (Plans) OK except #'s Zo " g Requirements -Setbacks -Easements .Fo ' ; Soils -Size -Depth -Spacing -Connectors -Steel 6ecks, Girders and/or Joists -Decking -Bracing -Stairs -Rails '4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK = Not Applicable RESIDENTIAL (Single & Duplex)- . = Not Ready * r ; Date UNDERFLOOR (Plans) OK except #'s .: Q 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/. /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date . Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection '19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer s 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 1. 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date f _ Card B-1 Date FINAL (Plans) OK except #'s • 1 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents-clearance-Comb,'Air-Connector- In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels _ 70. Stairs & Rails ) 71. Fireplace or Stove, Clearance -Hearth 72.' Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor I ❑ Yes 83. Following Instld./Drive 0 Yes O No/Walks O Yes 0 No/Planters O Yes O No 84. Stucco Brown -Finish l- 85. 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/0 to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler 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: 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer s 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 1. 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date f _ Card B-1 Date FINAL (Plans) OK except #'s • 1 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents-clearance-Comb,'Air-Connector- In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels _ 70. Stairs & Rails ) 71. Fireplace or Stove, Clearance -Hearth 72.' Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor I ❑ Yes 83. Following Instld./Drive 0 Yes O No/Walks O Yes 0 No/Planters O Yes O No 84. Stucco Brown -Finish l- 85. 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/0 to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler 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: -Tp w rqd, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (5 ) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 03-2446 ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER CHRISTINE SCOTT WORK 532-3301 TEL,EP 532-7974 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 1236 A 2nd STREET OROVILLE CA 95965 219 ODen 1,533.00 CONTRACTOR'S NAME MIKE LEDGER CELL 533-5650 TELEPHONE 518-5650 - CONTRACTORS MAILING ADDRESS .o. box 2172 OROVILLE VCA 95965 CONSTRUCTION LENDER Fireplace LENDER'S MAULING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —FilingFee $ 20.00 Permit Fee $ 37.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 3 ING TREE RD. OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 80.00 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sPECIFv Each Trap7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NOR DECK Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. bf 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 ADONS. ( & ACC. BLDS. SO 3.5¢Fr: T. NOµHOESID. MULTI.OUTLET 97,50 POWER APPARATUS 8 SINGLE OUREr CIR. Ex. Occup. OUTLET OR FDTTURES 20 @ 1'00 BAL @ .50 Ex. Occup. DUTLEETS RD .GE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE t WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling 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.) it 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 f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo with comply with those provisions./This X Date 3 Signature of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. 0 Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST.TYPE TOTAL FEE $ 80.00 HA D7 IMg FLOgD ✓�(` ccy PA{ L H ISSUE permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated abovwyor which fees have been paid. By Date Xg PERMIT EXPIRES ON D to Gu Receipt No. i WHITE-D.D.S.-B. . CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �� .� `"! y+n-.-�sN ..,r�' �Lv:.:w'�J `*.. t1�t»dF..C��•r.l'�--..t-r+.-Y.-.�.,�i�i;`r,F`'y'"�{�...� � ..-�,`5�.; *.�i_:.._'`.7.'�' �' ..,....,...s,.�c. tit,. ��..i� CO(7NTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION =' 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ( (164(*(] t.L , �" ASSESSOR PARCEL NUMBER () (a Proposed Building Use: ( )(J(�/ Counter Technician: T P, Date: p 13 -o3 IItte�s required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. '02. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in. triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Site plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Fire Sprinklers............................................................................................ ❑ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 15. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 16. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 17. Statement of Intent for Non -heated and A/C Buildings ............................................. _ 18. Sanitation and site plan approval from the Environmental Health Department in _ 19. City of Chico Plumbing permit........................................................................ ❑ 20. California Department of Forestry plan approval ❑ paid. Sent by: ...................... 0%21. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: _ ❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... _ ❑ 23. NPDES Form............................................................................................. _ ❑ 24. Encroachment Permit for driveway from the Public Works Dept ................................. _ ❑ 25. Pre -Inspection for required ................ _ ❑ 26. Contractor's license information. (Number, Name Style, Classification) ...................... _ ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. _ ❑ 28. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... _ ❑ 29, Letter of Signature authorization.................................................................... _ ❑ 30. Recorded copy of Agricultural Acknowledgment Statement .................................... _ ❑ 31. Manufactured home utility clearance............................................................... _ ❑ 32. Existing violations and/or expired permits......................................................... _ ❑ 33. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 34. Other: _ When issued Telephone and hold for pickup. I have been informId of the above items and reeqquuiirements for obtaining a building permit. Applicant:C/1t �jC�N Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division ALL STRUCTURES AND EQUIPN ENT INCLUDING 04. GS SI BE CLEAR OF ALL EASEUiE6V'T9 A SET BACK c-'. FRom THE SIDE AND FT. FROM THE REAR PROPER -1 Y LINES .XND Sd FT. ,F.R0M THE ROAD CENTERLINE SKALL BE CLEAR OF STRUCTURES AND EQUIPMENT EXCEPT FOR A 2 FT. EAVE OVE%i*a dAdGING �U�- �3-zy BUTTE COUNTY BUILDING DlVISIO, APPROVED OXY t� Ey,�'CT S�,?✓ice 97 c 5Gv i ,VE �9 UFAc'�RE.b 7 X350 � 11; rl �(''= ) ! 0WA191L 0- 12 -037- A4 09E.t/VA6 AlY �PP�PQYiivl.9ff� p� � /1/L S 0 3 .tJL M 11; rl �(''= ) ! 0WA191L 0- 12 -037- A4 09E.t/VA6 AlY �PP�PQYiivl.9ff� p� � /1/L S 0 3 .tJL O O GN 3(0" c7 m n F - GN W- MAX. 6. o' O a A� y A o m = �v K cam MAX: 'rte .tl y:X J cam MAX: t JNIWDRAIL NCIH I -01I , ; I 6 ' 7v 3(o"MIN. S TAfR BUTTE COUNTY W IDT+ BUILDING D VISION .APPROVED 3� X N L7�o 34" 0 7a t JNIWDRAIL NCIH I -01I , ; I 6 ' 7v 3(o"MIN. S TAfR BUTTE COUNTY W IDT+ BUILDING D VISION .APPROVED 3� X RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO' BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 19 -Aug -2003 2003-0055924 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. CHRISTINE SCOTT REAL PROPERTY OWNERILESSOR 1236 A 2ND AVE. MAH ING ADDRESS OROVILLE BUTTE CA 95965 C[TY COUNTY STATE Z& 3 HANGING TREE CT. INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write SAME MAaJNG ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUMDING DIVISION LOCAL AGENCY ISSUING RMI PET end CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAEdNGADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE Mp 03-146 530 538-7541 B D ERMIT TELEPHONE NUME� SI A OF LOCAL AG FFICIAI l TE f NONE ' DEALER NAME (if not a dealer sa a "NONE' NONE DEALER LICENSE N0. FLEETWOOD 2004 MANUFACTURERNASUNCREST / 4513B 'S ME DATE OF MANUFACTURE CAFL317A/B26664—SC13 51x 27' MODEL NAMFJNUMBER 5 cs) LENGTH PFS0813877/8 REAL PROPERTY LEC t D cClt_t noN ASSESSOR'S PARCEL NUMBER SEE ATTACHED AP # 069-090-037 HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - NCD PINK - Applicant GOLDENROD - Building Dent. r . preliminary Report Order No. BU -209346-3 AM Description The land referred to herein is situated in the State of California, County of Butte, and is'descnbed as follows: LOT 33, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "KELLY RIDGE ESTATES UNIT NO. 2A", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 31, 1973, IN BOOK 43 OF MAPS, AT PAGE(S) 17 AND 18. APN 069-090-037-000 n+'*+ s t044?.L �j :i? �r �"• +� T-y�i��. "*.�., i� �..,;t_ x •�� r�,rir .�; � � �,.�+ In",�•.�.,�`"..�' - ry r M.'w. 4x.��J �''!� �-r r+es"� x};�J, M.r �r,;r:FOUNDATI N NSYSTE1VIf 511 IF;ICATE OF `OCCUPANCY _y y i w - BUILDING PERMIT NUMBER: 03-1460 Address or location of unit: 3 HANGING TREE RD., OROVILLE CA 95965 Legal Description'of Real Property: AP # 069-090-037 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: CHRISTINE SCOTT Owner's address: 1236 A 2NDAVE., OROVILLE CA 95965 INSIGNIA OR HUD NUMBER: PFS0813877/8 SERIAL NUMBER OR V.I.N.: CAFL317A/B26664-SC13 MANUFACTURER'S NAME: FLEETWOOD YEAR: 2004 OFFICIAL APPROVING INSTALLATION:\ DATE: `U `q. -d3 PHONE: (530) 538-7541 H.C.D. 513C ".....+cvr-cnUFDRNTA_ . - ... . , .. �USINESS,TRANSPORTATION:AND.HOUSIN.GAGENCY_'a._._,_:;,-, ' NU MBE -c DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT' - ' `® DIVISION OF CODES AND STANDARDS 8 70-61G2----. . � , _ ..N . JAA)JUFACf[JRED HOL5ING.PROGRAM `:. ; ... MANiJfACTl R:1E CERT IEATE'O SOI ICIN ❑:_.77 CHECK IF THIS ISA DUPLICATE Md6ENTER ORIGINAL MCONO'. M CTURED NOMEOR MULTI -UNIT MANUFACTURED HOUSING . .4 ILS - •. .,._,A.:.:::_r.:.....:•.�-.:,:�.: ,.. :.:. _...,.:, ... Nt31c181_kak:.: : 2 ..,..... ; ❑ SFD (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI -UNIT MANUFACTURED HOUSING TRANSfAC2RTABLE SECTIONS COMMERCIAL COACH: OCCUPANCY GROUP Zt MANUFACTURER NAME: FLEETWOOD HODS OF CALIFORNIA, INC TMANUFACTURER LICENSE. NUMBER:' 9534 - — YVA _J V V ►vvvu.+:.i� i,•, X577 NUFACTURER TRADE NAME: (City) (State) Zi MODEL NAME AND/OR NUMBER: SUNCREST 45138 2004 rlsrlYQOiT lCJSrA1 RG,Viig�KATIpDI pE,�� CALIF. DEALER NUMBER OR DBA: FLEETWOOD HOMES OF OROVILLE TRANSFEREE DESIGNATION: 1061581 2243 FEATHER RIVER FLEETWOOD RETAIL CORP INVAIQPDRNC6E[&TC12 �Rsss- MSDDESR 2150 WEST 18TH ST SUITE 300 SECTION MANUFACTURER SERIAL NUMBER (1.6 1 CAFL317A26664-SC13 2 CAFL317B26664-SC13 TRANSPORTER NAME: D R TRANSPORT TRANSPORTER ADDRESS: P -O- BOB 179 (Street) DESTINATION FOR UNIT DESCRIBED ABOVE: OROVILLE HOUSTON HCD INSIGNIA OR HUD LABEL NUMBER PPS0813877 PFS0813878 DURHAM ;TED RETAIL PRICE: MANUFACTURE: 06/25/2003`' 'TRANSFER: 06/25/2003---1 ' CA 95965 (Zip) Tx 77008 CA WEIGHT 22,900 23,440 95938 'I certify under penalty of perjury under the laws of the State of California that the above fads are true and correct. Executed on 06/25/2003 at WOODLAND POLO (Date) (COY) CA (County). (State) SIGNATURE OF AUTHORIZED AGENT: DISTRIBUTION: ORIGINAL (PINK) FORW 0 THE INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (WHITE) FORW TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN FIVE (5) DAYS OF RELEASE COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITSOESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER HCD 483.0 - Side t - (7/97) LENGTH INCHES) WIDTH (INCHES 612 162 612 162 7 - CA WEIGHT 22,900 23,440 95938 'I certify under penalty of perjury under the laws of the State of California that the above fads are true and correct. Executed on 06/25/2003 at WOODLAND POLO (Date) (COY) CA (County). (State) SIGNATURE OF AUTHORIZED AGENT: DISTRIBUTION: ORIGINAL (PINK) FORW 0 THE INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (WHITE) FORW TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN FIVE (5) DAYS OF RELEASE COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITSOESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER HCD 483.0 - Side t - (7/97) s STATE OF CALIFORNIA ' BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT ' DIVISION OF CODES AND STANDARDS REGISTRATION AND TITLING PROGRAM*+n oe� STATEMENT OF FACTS This unit is a: Ldj Mobilehome ❑ Commercial Coach ❑ Floating Home ❑ Truck Camper Decal (License) No --(s) Trade Name Serial No.(s) CAFL31.7A 2- C A F: L :9 1 -7 e, CAFL3l7b Z666L1-SS%3 I/We, the undersigned, hereby state: i..J►\, ber O� 0. Pcr rha in2i.r I/We further agree to indemnify and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. I/We'certify under penalty of perjury that the foregoing is true and correct. Executed on_ -7 / ?1,$3 at - 6 irO v)" I (Date) Signature(s) (City) r Cour-) - Printed name(s) S�ti� SGS Qa l l," Gf V\. , G (State) City D royi L c I�� ` State i HCD 476.6 (REV 9/91) RECOl fDING REQUESTED BY MID VALLEY TITLE & ESCROW CO. AND WHEN RECORDED MAIL TO: CHRISTINE SCOTT _ 1236 A 2ND AVE. OROVILLE, CA 95965 ESCROW#209346AM-3 /ORO -C 2003-0028 14.8 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00AM 02 -May -2003 Above This Line for Recorder's Use Only REC FEE 10.00 TAX 28.60 Shauna Page 1 of 2 A.P.N.: 069-090-037-000 Order No.: 209346AM Escrow No.: 209346AAl GRANT DEED THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY $28.60 [ X ] computed on full value of property conveyed, or [[ 11 computed on full value less value of liens or encumbrances remaining at time of sale, X] unincorporated area; [ ] City of _, and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, MARTIN L. CONLEY, TRUSTEE, U/T/D/JULY 19, 1990 hereby GRANT(S) to CHRISTINE SCOTT, an unmarried woman the following described property in the UNINCORPORATED AREA, County of Butte State of California; SEE ATTACHED LEGAL DESCRIPTION MARTIN L. CONLEY, TRUSTE Document Date: April 17, 2003 STATE OF CALIFORNIA )SS COUNTY OF Ru to ) On APRTI 93,E 9nn3 beforeme, ANGELA D. MASTELOTTO-NOTARY PUBLIC personally appeared MARTIN L. CONLEY personally !mown to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WIT S hand and official seal. Signa This area for official notarial seal. ANGELA D. MAST9ATTO a Commission 81381124 n V NWq Public Cou�it mia 4MLcbmr i Exp. C+C 22, 2006 Mail Tax Statements to: SAME AS ABOVE or Address Noted Below . 2003-0026148 ^^wed I REC FEE 10.00 Preliminary Report ' TAY 28.60 Description Order No, BU -209346-3 AM The land referred to herein is situated tuated in the State of California, County of Butte, and is des LOT 33, AS SHOWN ON cubed as 2A", WWCH MAP WAS THAT CERTAIN BUTTE, STATE OF CAI.�p ORDED 1N THE OFFIE C OFD' "KELLY RIDGE EST AND 18. CALIFORNIA, ON AUGUST 31, 1973 RECORDER OF TRE COATES UNT No 0 IN BOOK 43 OF MAPS COUNTY OF APN 069=090-037-000 AT PAGE(S) m ` I NANM: All DATE: e NOTES IRESIDENTIAL PERMIT NO. _ 069-090-037'—' 03-1460 SCOTT; CHRISTINE 3 HANGING TREE, OROVILLE Cont: LEDGER, MIKE NEW MH PERM FND NEW SITE e,3—Z Y Y� THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW MH' S). .INSPECTOR TO VERIFY SERIAL & LABEL'#'S. a f t 1 11 SPECIAL CONDITIONS 11 ZSRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 1 OFFICE COPY i Address '1 ELECTRIC Meter By ate JOB FINALED (Date) b i Signature a CHECKED BY J=qK 0 = Not OK . = Not Readyable M013ILE HOMES Date MOBIL OME UTILITIES (Plans) OK except #'s oni Requirements -Setbacks -Easements of pecial MH Support Sketch A' -,!We Location -Test -Fall -C/O -Concrete ater; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6 -'(Ss; Location -Test -Wrap;-/ /" L 'ft. / P L "ft.D�LjI' LPG 7. -W-ell Clearance & Disconnec 8. Utilitv Clearance Date b:j Card 13-1 Date Card B-1 Date s Card B-1 Date Card B-1 Date MOBILrFIOME INSTALLATION (Plans) OK except #'s Footings; Size -Spacing -Marriage Line s; H Test -Demand -Valve -Connector ect 'city; MH Test -Crossovers -Breakers -Clearances r`ajn; MH Test -Fall -Flex Connector to Grade -HD 8. Gas and;Elt 9. Tie Downs - 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PJERMANENT END SYSTEM (ONLY) Line Test -Demand -Valve r; MH Test Sewer Connected dense Decals LI:Werify #'s with Office Date Card B-1 Date Card B-1 Dat Card B-1 Date Card B-1 Frs (�Z.j� MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -.Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining. 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main Conduit I 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test { 11. Light Niche 1 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL ,(Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/' /" Ftg. Depth 3. Ftg., Garage; Soils -Steel -Elea Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date - PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date . Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water .:29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes 0 No Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors - 48. Cling. Joist=Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date _ Card B-1 Date. 32. Service -Riser Conductors & Ground Main Disconnect Date 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 66. Furnace Vents -clearance -Comb; Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors - 48. Cling. Joist=Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date _ Card B-1 Date. Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door_& Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb; Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elea Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter - - 75. Garage Fire Door; Swing -Landing -Closure - _ 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor -1 0 Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical,"Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler 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: �•T`W�..•Y.i.i. � w�.t. .. •wY� �g TV .�'::'i...`L :. s _ .C.' ... -•.f'� µ.'.. Y• r }-_ w r• s . ti� 1 COUNTY OF BUTTE i v BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES -- 411 Main Street • Chico, CA • (530) 891-2751 - - 7 County Center Drive • Oroville CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please no -.ice this -office when correction of work is completed. If you have any questions pertaining to Ciis matter, or need additional explanation, please contact this office immediately. l Date �G�/ Inspector— REV 10/92 I v'!"'YY;t.r.�.�..f '.'"'i'�'N�s.r'�.,y`I4'.'V �°�r..n``i�7Y7+�'7 ..�.11f ,�y� dry;-` 4'-�� `.- • �.'-tip""�rq'+'t'ra...".:-r..,'i+�, �� ,;� COUNTY OF BUTTE ,{ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751' •4' 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 4 -3-,/,/�6'� OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. It you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. -- / ( / c7 "I---> Y� v -e Data Inspector REV 10792 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES '- 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE 1!Z6 d OWNER PERMIT NO. " A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please tact this office immediately. V a a- F Date 1-12 3 Inspector w REV 10/92 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION NItL`Ipar npnsity Testina Renort Per ASTM 1557 C.- 3060 3060 Thomtree Drive, Suite 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 Report Seq. No. Client: Martin Conley Page: 1 of 1 Address: 5309 Mt. Rachel Court Date: 10/22/2002 City, state: Oroville, CA 95966 Tech: B. Steele Attn: Martin Conley Project: Conley Project Soli Description: Red Brown Clayey Sandy Silt w/ Small Gravel Gauge # CALIBRATION DATA: Density Std.: Moisture Std.: Densitv A : Moisture A Compaction Equipment: Req'd % Compaction Curve No.: T-2 Max Dry Density. 122.5 Opt. Moist. Content: 12.4 90% Test # Test Depth Location: Building Pad Elev. Wet Density H2O Density Dry Density Moisture Content % Comp. Results 1 4" JWest Side Fill FPG-18" 128.7 19.11 109.6 17.4 90% PASS 2 4" 1 East Side (Fill) FPG 128.5 14.1 114.4 12.3 94% PASS 3 4" JWest Side Cut FPG 129.0 15.2 113.81 13.4 93% PASS 4 4" East Side Cut FPG 127.6 16.3 111.3 14.6 91% PASS REPORT: Arrived at jobsite at 0815 hrs. to perform compaction testing of the Building Pad. Performed 4 nuclear density tests at random locations, as indicated above. A sample of the material was obtained and returned to the laboratory for a moisture density curve. At the completion of the curve, all 4 test results indicated at least 90% relative Compaction. BUTTE COUNTY JUN 2 7 2003 (DEVELOPMENT 5 SERVICES Copies to: Reviewed by. C.- 3060 3060 Thomtree Drive, Suite 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS ASTM 1557 Moisture/Dens Client: Address: City, State Zip: Attn: Project: Soil Description: Sample location: Sample depth: Trial No: Water Added Gross compacted wt: Container Tare: Net compacted wt: Wet density, pcf: Dry density, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Net dry wt: Moisture loss: % Moisture Content: MATERIALS ENGINEERING TESTING AND INSPECTION i Curve Sample No: T-1 Martin Conley Date: 23 -Oct -02 5309 Mt. Rachel Court Tech: B. Carter Oroville, CA 95966 BUTTE Martin Conley COUNTY Conley Project JUN 21 2003 Light Gray Sandy Silt w/ Small Rock - Import Material Jobsite (on Hangingtree Court) RESERVICES i." L N/A 1 2 3 4 200 300 400 7602 7845 7728 2890 2890 2890 4712 4955 4838 138.5 145.71 142.2 124.4 128.11 123.1 1 2 3 4 1087.3 1024.8 1070.3 985.2 911.6 937.4 83.8 86.2 82.6 901.4 825.4 854.8 102.1 1 1-1-3.21 132.9 11.3%1 13.7%1 15.5% Sample Weight: 15,200 grams Rock Correction' ASTM D4718 Total sample wt: 57.45 +3/4 rock wt: 5.05 % of +3/4 rock: 8.8% Specific Gravity of +3/4: 2.60 Rock adj. density: 130.7 Max adjusted density: 130.7 pcf Optimum moisture: 13.3% This test was performed per ASTM 1557 Reviewed by: 3060 Thorntree Drive, Suite 10 9 Chico, CA 95973 9 Telephone: (530) 891-6625 9 Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION ASTM 1557 Moisture/Density Curve Client: Address: City, State Zip: Attn: Project: Soil Description: Sample location: Sample depth: Trial No: Water Added Gross compacted wt: Container Tare: Net compacted wt: Wet density, pcf: Dry density, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Net dry wt: Moisture loss: % Moisture Content: 123.0 122.0 CL 121.0 120.0 N C 119.0 p 118.0 117.0 116.0 6.0% Martin Conley 5309 Mt. Rachel Court Oroville, CA 95966 Martin Conley Conley Project Red Brown Clayey Sandy Silt w/ Small Gravel Jobsite (on Hangingtree Court) N/A 1 2 3 4 200 300 400 7385 7590 7520 2890 2890 2890 4495 4700 4630 132.2 138.21 136.1 121.0 121.31 117.0 1 2 3 4 1052.5 1026.6 987.8 970.8 911.2. 860.5 85.9 82.1 83.8 884.9 829.1 776.7 81.71 115.41 127.3 9.2%1 13.9%1 16.4% y = -2549.5x2 + 596.94x + 87. R2 = 1 Sample No: T-2 Date: 23 -Oct -02 Tech: B. Carter Sample Weight: T Total sample wt: +3/4 rock wt: % of +3/4 rock: Specific Gravity of +3/4: Rock adj. density: BUTTE COUNTY JUN 2 7 2003 DEVELOPMEN I SERVICES 4,600 grams 7.0% 8.0% 9.0% 10.0% 11.0% 12.0% 13.0% 14.0% 15.0% 16.0% 17.0% 18.0% 19.0% Moisture Content (% of dry weight) Max density from curve: 122.5 Max adjusted density: 122.5 pcf This test was performed per ASTM 1557 Optimum moisture: 2.4% Reviewed by: 3060 Thorntree Drive, Suite 10 • Chico, CA 95973 9 Telephone: (530) 891-6625 • Facsimile: (530) 8914243 APPLIED TESTING CONSULTANTS MME MATERIALS ENGINEERING TESTING AND INSPECTION November 19, 2002 Martin Conley 5309 Mt. Rachel Court Oroville, CA 95966 Re: Martin Conley Building Pad Certification - Oroville, CA Attn: Martin Conley We have completed compaction testing of the small cut/fill building pad f6r the Martin Conley. building pad located on Hanging Tree Court on Kelly Ridge, in Oroville; CA. Prior to any fill placement, the pad area was excavated down to firm, native, undisturbed ground and moisture conditioned and compacted. The building pad was constructed with native material to a fill elevation of approximately one 'and one-half feet above the surrounding grade on the down-slope side, and approximately two to three feet of cut on the up-slope side. The pad was monitored and tested at, approximately one -foot intervals up to finished pad grade from 10/22/02 to 10/23/02. The nuclear density test data sheet and ASTM 1557 moisture density curve are attached. Based on the test data compiled on this project, and witnessing the earthwork operations, we certify per Article 3, Sections 6735.5 and 6735.6a of the Business and Profession's Code that the pad was properly moisture conditioned and compacted in accordance with Chapters 18 and 33 of the 1997 Uniform Building Code. Applied Testing Consultants is not a licensed surveyor. We do not verify or certify grades or elevations. Test elevations are derived from information provided by the contractor and/or the client. Applied Testing Consultants is not ' the foundation design engineer for this project. Designs for consolidation, differential settlement and bearing on fill materials are by others. Thank you for using Applied Testing Consults: call if you have any questions regarding our sei Very yours, 1 R;iStee Senior. Engineering Technician Staff Engineer se cnanTFnrnM.oc flrnia Coo 1n - /^F -A nrn�n . r_i _�___. I—% r.... ____ — . .. .... . I I 04/08/03 15:23 FAX 530 877 3443 Ca 002 DRIVE THIS IS NOTA SURVFY THIS IS q CUPY OF THE COUNTY ASSESSOR'S PLA i N;AP AND IS, PROVIDED SOLELY TO AID IN LOC,^•.T!NG THE LAND IN RESPECT TO ROADS AND O'MFR PARCELS. FIDELITY NATIONAL TITLE CO. A,:�UYIES NO LIA131LITY FOR ANY LOSS OCCURRING BY REASON OF RELIANCE THEREON. 1. • COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT000 -14 ASSESSOR PARCEL NUMBER 069-090-037 ZONING BUILDING PERMIT OWNER CHRISTINE SCOTT work 532-33 TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1236 A 2nd AVE. OROVILLE CONTRACTORSNAME, LEDGER cell 533-5650 TELEPHONE 518-9690 1326 R 71 604.00 CONTRACTORS MAILING ADDRESS PO BOX 2172 OROVILLE CA. 9-5965 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 71 604.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 256.75 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDINGADDRESS 3 HANGING TREE RD Energy Plan Checking Fee $ $ PERMIT FEE s 299.75 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMITg Filin Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New N Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW I,S PERM FND NEU STTR Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S 65,00 ELECTRICAL PERMIT Filing Fee 20.00 800VOR LESS Main Service 200A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 10 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 tOooA 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BIDS. SO 3.5QFT. CONST, MULTI.OUTCIRLEITS T L@7.50 POWER APPARATUS 8 SINGLE OURET CIR. EX. Occup. OUTLET OR FIXTURES 20 O 1.00 BAL @ .50 Ex. Occup. o,rr;t°TS RM.) Esn 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 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 Policy Number (The above sections need not be completed 0 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 <6_0 111- _ Signature of Applicant - N Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. k I'll MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE $__O;,7,7 hT,FEE HAZ. D. FE FLOOD X CDF P EL H SU This permit is hereby issued under of the/lButte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. a //Dat l 1p2- x, ate 77, Receipt N0. _ - ® WHITE-D.D.S.-B.D. CANARY-RSSLrSSOR PINKIYNSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUOLDI G DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 38-7541 P RMIT NO. cRev.12/96) APPLICATION AND PERMIT l�or)40 ASSESSOR PARCEL NUMBER r — ZONING BUILDINGPERMIT OWNER Luo( TELEPHONE cha,54f , tom. c��� Sioa- 330 .OWNERS MAILING ADDRESS SO. FT. OCC. BUILDING VALUATION CONTRACTOR' M ff ELEPHONE - CONTRACTORS MM DRF,9911YYYY/��JC CONSTRUCTION LENDER LENDER'S MAILING ADDRESS I Q� , 1 a ARCHITECT OR ENGINEER LICENSE NO. ARCHITECT OR ENGINEERS MAILING ADDRESS Fireplace Total Valuation $ —Filing Fee $ 20.00 Permit Fee SU * Z $ , Plan Checking Fee $ BUILDING ADD RESs. J ve- ,p Energy Plan Checking Fee $ $ PERMIT FEE $ , %S LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY - Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK -11Gas New k Addition ❑ Remodel-B—UtiI•fies ❑ Installation ❑ er ❑ Describe Wor' k: 1 Ga piping system 1 -5 outlets 15.00 Building sewer 15.00 'Mobile Home S G W @20.00 PERMIT FEE S ` �J 11 7 q.d� CTRICAL PERMIT Fling Fee 20.00 \I M46 Service 20 AOR LESS 23.00 LICENSED CONTRACTOR'S DE RATION I hereby affirm under -penalty of perjury that I am licens under provisions of Chapter • \ 9 (commencing with Section -7000) of Division 3 of the Bu ass and Professions Code and my licens Orce a Ct. License SS L1C NO. _ ILD ER DECL RATION 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 i Service 200A TO 1000A 46.00 /NEW C NST. DWELLING OCCUP. oR ADglus. ( a ACC. BLDS. SO 3.5¢Fr; NEW CONST. MULTI.OUTLET NON-RESID. c c cu 7.50 POWER APPARATUS 8 SINOIE OUTLET CIA. --�, OCCU . OUTLET OR MTURES B 0 @ 1: 0 Ex. Occup. Oflxu ED Aa °El 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE 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 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.) ` ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date _ Signature of Applicant - ❑ `Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Hting Coolin Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE AL FEE HAZ. IMP FLO �. This permit is her issued under the of the Butte County Code and/or indicated above for which fees have By EXPIRES ON CDF ARC L Po D ISSUE app (cable prov sions Resolutions to do work been paid. Date 'Date Receipt No.4Tz=77,77T777-77PERMIT WHITE-D.D.S.-B.D. CANARY -ASSESSOR' ' PINK -INSPECTOR GOLDENROD -APPLICANT t"'�°''�'��a�+�r7�f� r T '*'�l�c..�R`+t� .t�►'�1R'�'9Rl'�"K*"'�' COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER:(' 1 i 1,,:-, 4 f VI ASSESSOR PARCEL NUMBER O(�' ," �(/ ` D / Proposed Building Use: br&d If1'1 f{ ��i/r! llil/7 �/'� S/ /� Counter Technician: t Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. �1.. Plot plans, 3 or 4 sets, signeclk the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance desigg and supporting documentation in duplicate. j/ (DJ6. Manufactured homes:�#A Data sheets and installation instructions, Marriage line information, �Q)/Floor Plan, (I )LTie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ...................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other .. R maining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ,S .. - �- 14. Fees as shown on the attached Schedule of Fees Due Sheet........ G'QG.. �1'n 1 . ........... � Statement of Intent for Non -heated and A/C Buildings ....................................... --1 .Jh' ' 6. San' ion a plot plan approval from the Environmental Health D partent in Ly� rO l 17.Vl�.Encroachment ico Plumbing permit ........................ ................� ................ a Department of Forestry plan approval lv paid. Sent.� ................... approval for (A) Use: (B)Parking: (C) Parcel Check: and Development about ❑ Improvements, ❑ Drainage... Lem 33 6 ii o3 Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).5 2-? n17� ❑ 22. Pref Inspection for required ................ 523. Contractor's license information. (Number, Name Style, lassificati '. Worker's Compensation Carrie5gnd Policy Number ..............:.............................. 25. Owner -Builder Verification (V Given to owner, ❑ Mailed to owner) ..................... 26. Letter of Signature authorization.................................................................... /tel 7. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Ygnufactured home utility clearance............................................................... ❑ E 'sting violation a d/or expired permits ............ .. U 3 Grant Deed, H. Title/statement of Facis,W etter from Legal Own to H.C.D. Other:�� When issued Telephon3 30/ = Ct,GtK -64oze"e- and hold for pickup. I have been informed of the above items and requirements for obtaining a buil di g permit. Applicant: `�' Date: 2014,3 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised cf the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: phone, ❑email, ❑ counter, by Date: _ phone, ❑ mail, ❑cou r, by Date: Plans approved by: ate: _Structural approved by: Date: Yellow: Buildine Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER lo. t I i IS Ir r7i `d- PROPOSED BUILDING USE Lv etd rn %t Q(M Fn,' -1 �JfU) s`T`r- 1. BUILDING PERMIT FEES - 5 P -//. 7, "T Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due .......... :...... $ Revised Plan Checking Fee .... .......$ 2. SCHOOL DISTRICT FEES (ht'(2 (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) , Residential ...................... c $360.00 = Units Commercial (sq. ft'.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA -FIRE INSPECTION AND PLAN CHECK $89.00 'd at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # 0ar-oga-4 3 �7 DATE RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE ZO/03 Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) 003 -/116,0 ENCROACHMENT PERMIT m-4 County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 5384356 Download Forms: www.buttecounty.net/pubhcworks/forms.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530) 538-7157 Ext. 2016 Permit Number 751377 O 3 d 6 6 5 � �o APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be ed or legibly rinted. 1. Applicant's Name: 1 a. Company Name: ( , ;S4-,L,e. 6C z' F(-�l-woeJ (-�o,y.c„S•. 2. Address: / 2-3 9 A D 3. Phone: S3 Z — 3 3 d 4. Assessor's Parcel Number: 5. Location of Work to be Done 0- 3 6. Applicant's Signature 7. Date: Z u Z CONTRACTOR'S INFORMATION 8. Contractor's Name 9. Address 10. Phone: 11. Fax: 12. Contractor's License Number: 13. Certificate of Insurance: Yes ❑ No: ❑ 14. Contractor's Signature: 14a. Date Signed: 15. Authorized Agent: - TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: ❑ Sidewalk: ❑ 17. Driveway (List Type): �! - 3 1 Gt t✓ V' U .''t G �t i� Gam: J 18.Other. PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby ted. 19. Conditions S/ape ! yy o O enou o- m O O 'O S a CC !J so a ve D n aMce. Underground Service Alert .S.A. must be notified two working days prior to any excavation. 800-227-2600 20. N All work shall conform to accompanying: Detail ® Plans ❑ Special Conditions 21. Date Issued s z 22. Expiration Date: a/ 23 Surety:ds es Mike Crump, Director of Public Works Tf- By: ivvra: a perimis are raxea to any number besides (530) 5384356, they can be delayed up to one eek. Page 1 of 2 General Conditions —See Page 2 im �r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM + (One form per Building) School District �( () Lb ! Ila, n r n i �a� * Building Department No. A.P. Number CJ /l/ "O jurisdiction: City `County �� r f <,41 V1 -P_ �e-��-rf- Pro Owner �- Property Location/Address Subdivision Residential Development 0 No of Living Units Commercial/Industrial New Representative 0 Mobile Home Installation Lot No. Addition/ *Supplemental to Conversion Permit # *(No foundation inspection): ................................................................................................................... 0 4. Add'Rion Sq. Footage (Group R) Sq. Footage (Including Exterior Roofed Areas) Date (moor runs rewewea oy zicnooi uistnct rersonneq District Identification No. }. School District certifies that--Y�rW�'t.r.,e_ S c (Applicant) (Street Address) U (Phone Number) 0r64 :\t Cq (City) (State) (Zip Code) has complied with the requirements of Resolution No. — J }ti —to by payment of $ representing 3 .'L b square feet. School District Paid by Check # Remarks: 11AB 2926 $ FULL MITIGATION $ l0 Date to @. �.-1 Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. 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 (CEQAI, 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.xls (10/98)dmm O.B.- I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit' will be issued until this verification is received. 1. I personally plan to provide -the major labor and materials for construction of the proposed property improvement: YES ® NO ❑ 2. I 'HAVE M HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: X11 !ems L-cA �i e (- ADDRESS: 0. 8 0 -1. 2► `l 2 CITY: O f' c v x\ \e. CA' �:Y y 6.f 533- S6sa PHONE: S 12 -s6so CONTRACTOR'S LICENSE NO. ---I -13 -7 6- 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK bc;11c U711 SIGNED: PROPERTYOWNER:. SOCIAL SECURITY NUMBER: _ DATE: 4 /// /D 3 NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Coda This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: ! O.B.- An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is '$300'or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents: ' If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE. 771 is Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER V PERMIT NO.: 46-03 Lake Oroville Area Public Utility District 1960 Elgin Street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable.. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: June 11, 2 0 0 3 Applicant: Christine Scott Applicant Address: 3 Hanginq Tree Ct. Oroville CA 95966 Applicant Phone No.: 532-3301 Property Locations(s): 3 Hanging' Tree Ct. Oroville CA 95966 KRE Unit 2A Lot 33 A. P. No. (s): 069-090-037 Feesdue: All fees paid. Rec#5708 dated 6/1//03 Application for service e PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: By: Lake Oroville Area Public Utility District release to close permit: . F Date: By: Date: JOB ORDER OROVILLE-WYANDOTTE IRRIGATION DISTRICT 2310 Oro -Quincy Hwy. • P.O. Box 581 • Oroville, CA 95965 • (530) 533-4578 ACCOUNT NAME (;t AQ Ci � ADDRESS CITY ST "LIP JOB DESCRIPTIONT LOCATION "R Y--- . . _� _ I „ , PROPERTY DESCRIPTIO] No 5298 WORK REQUIRED METER LOCKED Y O N BACKFLOW REQUIRED Y 9- N O (IF YES, IS INSTALLATION OF DEVICE COMPLETED) Y O-, N O (IF NO, DO NOT TURN ON WATER) PERSON CONTACTED IN BACKFLOW DEPT. UNITS MATERIAL USED EACHI TOTAL METER NO. READING MAI'ERIAL SUB TOTAL AGGREGATE SUBTOTAL PLUS % MATERIALTOTAL CONTINUATION SIIEL'T' I 2 3 4 5 6 7 8 9 10 IN DISTRICT I ACREAGE NO. OF DWELLINGS SERVED O YES O NO EOUIPMENT USED LABOR A/P NUMBER 69-016 03> ITEM HOURS RATE TOTAL NAME HOURS RATE TOTAL SUB -TOTAL PLUS OVERHEAD EQUIPMENT TOTAL LABOR TOTAL hereby authorize the District to proceed with the herein lescribed work, and for this purpose please acknowledge -eceipt of my deposit in the amount of: $ 3 7 2 Z �x Ck# /�jR 7 date d TOTALS SYSTEM CAPACITY C}IG ANNEXATION FEES NEW ACCOUNT FEE MATERIALS EQUIPMENT signature LABOR MISC. date Completed '4ew Account Form SUB TOTAL DEPOSIT(-) NETT TOTAL ri ON FOR WATER 8ERVIAE) OroviUe-Wyandotte Irrigation District JOB P O Boa 581 OrovMe CA 95965-0581 • ' ' ORDER: Phone 916-333.4578 FAX 916-533-9700 41603. mo. DATE: ACREAGE: ASSESSOR'S PARCEL 06 —D9DT AM Gl pUD TELEPHON J'3Z035)/ AX" S. NO. OF SERVICES REQUESTED=%NEI CITY/STATE/ZIP :g METER SIZE REQUESTED: AGENT: Q! PROPERTY CURRENTLY SERVED BY OTHER WATER Y ❑ N E] TYPE: OTHER Q ARE THERE, OR WILL THERE BE ANY MATERIALS HANDLED OR PLUMBED IN SUCH A WAY AS TO Y ❑ N ALLOW THEM TO ENTER INTO THE POTABLE W TER SUPPLY SYSTEM? SERVICE LOCATION PROPERTY IN DISTRICT? Y N DWELLING ON PROPERTY Y N ® TYPE & NUMBER: CAPACITY CHARGES PAID? Y ❑ N jfl TENTATIVE WILL -SERVE LETTER Y N COMMENTS: WATER SERVICE AVAILABLE? Y ❑--N'❑ LINE LOCATION RECORDED EASEMENT REQUIRED? Y ❑ N E MAINLINE EXTENSION REQUIRED? Y ❑ N Ca SERVICE INSTALLATION REQUIRED? Y N ROAD -CROSSING REQUIRED? Y ❑ N BACKFLOW DEVICE Y l�N ❑ DEVICE A.G. R.P. Q ---D.0 ❑ DEVICE SIZE: SITE SURVEY Y ❑ N ❑ COMMENTS: Backflow injector's NOTICE TO APPLICANT: FEE AND CHARGS ARE ESTIMATES AND ARE EFFECTIVE FOR 30 DAYS. APPLICANT'S SIGNATURE METER SIZE APPROVED: LINE SIZE: LOW PRESSURE AGREEMENT NEEDED? Y COMMENTS: Superintendent's Signature: ESTIMATED FEES & CHARGES //7) .00 1 New Account Fec System Capacity Meter Set_"_� Backflow Installation Annexation Processuig N GENERAL COMMENTS da Annexation W c7VAc. 6-W-- County Clerk's Posting Fee, (52S) LAFCo Processing Fee IS600) IAFCo Sphere of tntluence Fee State Board of Equalization Fee TOTAL Information taken TOTAL P.01 ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 538-4356 Download Forms: www.buttecounty.net/publicworks/forrns.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Permit Number District Phone (530 538-7157 Ext. 2016 O 3 d 6 65 9 '\ APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with Coun ordinances and general laws. All information except signature must be typed or legibly rinted. 1. Applicant's Name: � � 1 a. Company Name: r1Gc,4-L4-J oz on k4,% CS 2. Address: / /-� v-.� fav e� o r o �; i le � ✓�- 5s9 � ..sem 3. Phone: S3 Z 3 3 4. Assessor's Parcel Number: .4 S3Z -- 33 c �; 7 .. _ CU . 5. Location of Work to be Done '�.: t c c- 00 .r -� 6. Applicant's Signature 7. Date: Zd Zoo a CONTRACTOR'S INFORMATION 8. Contractor's Name 9. Address 10. Phone: 11. Fax: 12. Contractor's License Number: 13. Certificate of Insurance: Yes ❑ No: ❑ 14. Contractor's Signature: 14a. Date Signed: 15. Authorized Agent: - TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: ❑ Sidewalk: ❑ 17. Driveway (List Type):18.Other �ti Ca'o q car vkc'�-3 J PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby ted. 19. Conditions e t a C o Slo t o encu oo /ref",%;14 a ',, ,0 so JeoWe a ''lip ad Dra-vemidag enty-amce- Underground Service Alert .S.A. must be notified two working days prior to an y excavation. 800-227-2600 20. N All work shall conform to accompanying: Detail ® Plans ❑ Special Conditions 80 21. Date Issued 22. Expiration Date: 23 Surety: Ps Mike Crump, Director of Public Works By: **'KT ote. If permits are faxed to any number besides (530) 538-4356, they can be delayed up to one vreek. Page 1 of 2 General Conditions —See Page 2 1 0CATION- }e DATE: s/ 77/o3 FOREMAN: DISTRICT: 1;9., MIN. DISTANCE: PERMIT#: - - SPEED LIMIT OF ROADWAY m DRIVEWAY LOCATION: 5--pl-( DISTANCE TO NEAREST INTERSECTION: SIGHT DISTANCE e,�7` GOOD O POOR IF POOR — RECOMMENDATION TO IMPROVE: ❑ CUT BANK ❑ REMOVE VEGETATION (TEMPORARY) O OTHER (EXPLAIN) ADJACENT TOPO ❑ FLAT ❑ CUT SLOPE FT. ❑ FILL SLOPE FT. ❑ CURB AND GUTTER kr AC DIKE ❑ EXIST. DIST, � TO EP FT. DRAINAGE RECOMMENDATIONS 4 NONE O SWALE O CULVERT MIN. DIST. —FT. MIN EDGE OF EXISTING PAVEMENT (EP) 12' MIN. '\AREA 20' MAX. TO 8E PAVED R/W 10• MIN, -NOTE.- IF NOTE:IF GREATER THAN 109,' UP OR DOWN REFER TO ENGINEERING. MAX. 1 FOOT VERT. RISE OR DROP PER 10 FEET HORIZ. DISTANCE —� . DEPTH TO 1- FT. DIAMETER IN EP LENGTH FT EXIST. DIST, I IN. I O T HER (E PLAIN �q t( I 27.DIST. -- I NOTE: MIN. DEPTH PAVEMENT TO EXTEND AT 29; CROSS SLOPE OR MATCH EXISTING ROADWAY CROSS SLOPE KTAL t PRIVATE DRIVEWAY FIELD REVIEW Building Permit Number: 0.3-4&v Owner Name: Residential Construction Re uirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C), 1998 California Plumbing Code ( 1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical,. H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: -We -will -normally -accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. ,5: The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 1 of 2 Building Permit Number: Owner Name: 5Lp Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. ❑ Fire sprinklers are required in this structure. ❑ The following parcel map requirements shall be met.- All et: All structures and a ui ment including over an s shall be clear of all easements. A setback of rom the side an--- �om the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 4' T 1i�IGL�1AG S SND E(�U ®F XLL I ESB �� �l3G Sw-S Be CDF1 m T"B SI®E .�'� 1 HP&Aes , AA-fV1 LOriBs A� Ft ovS� BACK � � T!�B REAR ,��BBLIN'� � gT �CBp �o s �►�o ����g� Off. STRUC®�Bm�mG. •-�----� t�/4 Cf- , '2 FT- �! REVIEWED RY BUTTE CO. FIRE DEPT. CAtiF. DEPT. of FORESTRY I ,0 approved as submitted )Z/ approved with conditions Dow per attache s eet. y 67)Q 20' Date , fis...gnature � J) 1 ,r ti L SPG _oz 97 M�9NUFN["�QEb T hlo mr 3 /g /360' NOTE: _ se the attached 4S !.r V7 . gv' + LPages --� BUM, COUNTY BUILD + ERTM, A- CDF FIRE SAFE REQUIREMENTS 5�c/7_, &Vq'C�, PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These., requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inapections will be made by the Butte County Building Department for compliance. 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [ 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurteaant structures which supple- ment the roadway bed cr shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [ 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius iy4 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. 2. The length of vertical -curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. f�l 1273:05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [� 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270:10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of - 3--. f� AP # Q 3 _,"o PERMIT # NAME [ 1273.10 Turnouts. Driveways exceeding 150 feet in length; but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Wherea driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates 1. Gate .entrances shall be at least two feet wider than the roadway it serves. . (� 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ ] 1. All parvels 1 acre aid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. [�] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including / chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and .construction., road and driveway construction and fuel modification. shall be completed prior to completion of road construction )r fi:ial inspection of a building permit. Page 2 of 3 AP # PERMIT # IF NAME Other Requirements K] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10k of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Z7 -D3 Date Signature Page 3 of 3 M.H.I.— 2 Mobilehome Manufacturer: �' � �� Manufacture Year: -2oo -Z If other than single wide, furnish Setup Model Number: `{, 5 ( 3 B Width: 02 ce (ft.) Length: (ft.) Tagalong or Expando Size On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets.. '_/ FOOTINGS: Wood pressure treate r foundation grade[ � her: SUPPORTS: Concrete block[ �er: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 0 . e 1 Line 2 Line 2 ................................................................................................ Main Beams Line2................................................................................................ e2 Line 1 Line 3 Line 2 ................................................................................................ Main Beams ................................................................................ ......... Line 2 Line 1 ........ .................... e s Tag or Tn e4 Line 1 Piers: Size minimum: x Spacing maximum: H6. From ends -maximum• ;k Line 2 Piers: Size minimum: 11 2-1 x i Spacing maximum: p ` From ends -maximum. 2 o ` Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): C Line 1 Openings Size minimum: [ Z ] x Each side of openings with width over: e Line 4 Piers: Size minimum: Spacing maximum: ` From ends -maximum ` z) L�) . 2hVu3c ,1VX3 xyfx,3c 36x 3a 211,0o • %% NT 1. Owner's Name: C k T 1 s-{-�to,+ 2. Assessor's Parcel Number: Oil— O'j O -- 0-3-7 3. Installer's Name: 4. Is the site currently under permit? YM[ J No Permit No. 5. Is the site an existing site? Yes[ ] Nod] (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome?_ !, Z Amperes. 7. What is the mobilehome site circuit breaker rating?__2L:: Amperes. 8. What is the electrical rating of the mobilehome site? c> Amperes. 9. Is the main service remote from the mobilehome site? Yes[ J NoM If it is, what is the rating? O Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No[ A] If yes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural[ ] Propane[ ] None[ ] 12. Size of gas pipe at the mobilehome site from the meter or tank: 2/4 inches. 13. What is the gas pipe length from the meter or tank to the mobilehome? 2aft.). 14. What is the mobilehome gas demand? I B.T.U.* *(This information is not required if th; pipe length is less than 6 feet on natural gas or less than 50 feet on propane). ` THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION BUTTE coI ARV w BUILDING DEPARTMENT May 1995 8.5 MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 13 WIDE - MULTIPLE SECTIONS �❑ Q ❑ P ❑ , ❑ ❑ ❑ ❑ ❑ ❑, ❑ ❑ ❑; t a F a + a + a a ai SEC rION ' I _SPACING v y? 'A' i i-vAFiIEs+1 CONFIGURATIONS if----F-----a------f----- SEE TABLE •�:: 2000 8' 10' 12' 8' 10' 12' 8' 10' 12' + + a + +-----a------a a----- a �c at SECTION ; U a 'B' ? ' g i: - oncrete Pad ? 2 x 12 x 24' g'v 2 'C' These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 17 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. ■ MAIN BEAM FOOTINGS MAIN BEAM FOOTING CONFIGURATION ❑ PERIMETER FOOTINGS AND SPACING PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Follow that line across the table to determine the type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. 5. 8" X 16" X 4" PERIMETER FOOTING U n MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. CONFIGURATION AND SPACING Main Beam Size 8' F 10' 12' Main Beam Size Main Beam Size 8' 10' 12' 8' 10' 12' v y? 6 6' 6' FOOTING CONFIGURATIONS 8' 9' 9' `m 2000 8' 10' 12' 8' 10' 12' 8' 10' 12' 16' x 16' 8'x 16' 8' 10'12' 8' 10' 12' 4000 U a c g o oncrete Pad oncrete Pad 2 x 12 x 24' g'v 2 rn 8' 10' 12' 8' 10' 12' Wood Pad `$ 8' 10' 12' 8' 10' 12' rn 20 1000 SINGLE DOUBLE SINGLE 6'-0' 1000 DOUBLE TRIPLE DOUBLE 20 1500 SINGLE DOUBLE SINGLE 8'0' 2000 SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 30 8'-0' 1500 SINGLE DOUBLE SINGLE 24000 SINGLE DOUBLE SINGLE 1000 DOUBLE N/A DOUBLE 40 1500 DOUBLE TRIPLE DOUBLE 8'-0' 24084° SINGLE DOUBLE SINGLE PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Follow that line across the table to determine the type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. -4 l ENTSU CO 1�'E U 11481 r+ ca ; NAL i BUILDING DEPARTMENT FA P P D A RS 23 8" X 16" X 4" CONCRETE FOOTINGS U n MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. _ tR Main Beam Size 8' F 10' 12' Main Beam Size Main Beam Size 8' 10' 12' 8' 10' 12' 1000 6 6' 6' 8' 9' 9' 8' 10' 12' 1500 8' 9' 9' 8' 10' 12' 8' 10' 12' 2000 8' 10' 12' 8' 10' 12' 8' 10' 12' 3000 8' 10' 12' 8' 10'12' 8' 10' 12' 4000 8' 10' 12' 1 8' 1 8' 10, 12' The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. -4 l ENTSU CO 1�'E U 11481 r+ ca ; NAL i BUILDING DEPARTMENT FA P P D A RS 23 16" X 16" X 4" CONCRETE FOOTINGS It MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) a. S91. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. �i Main Beam Size Main Beam Size Main Beam Size tsn 8' 1 10' 12' 87T 10' T 12' 8' 10' 1-2- 1000 6' 6' 6' 10' 12' 8' 10' 12' 8' 10' 12' 1500 2000 8' 9' 9' 8' 10' 12' 8' 10' 12' 4000 8' 10' 12' 8' 10' 12' 8' 10' 12' 3000 8' 10' 12' 8' 10' 12' 8' 10' 12' 4000 8' 10' 12' 8' 10' 12' 8' 10' 12' The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. -4 l ENTSU CO 1�'E U 11481 r+ ca ; NAL i BUILDING DEPARTMENT FA P P D A RS 23 2 X 12 X 24" WOOD FOOTINGS £ gSgl. MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Pad Footing Dbl. Pad Footing Triple Pad Footing Main Beam Size Main Beam Size Main Beam Size �i 8' 10'=12" 12' 8' 10' 12' 100012' IT 1500 2000 8' 9' 6' 8' 10' 12' 12' 8' 10' 12' 8' 10' 12' 3000 8' 10' 12' 8' 10' 12' 4000 8' 10' 2' 8' t 0' 12' The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. -4 l ENTSU CO 1�'E U 11481 r+ ca ; NAL i BUILDING DEPARTMENT FA P P D A RS 23 MAY 12 '03 12.24 FR FLEETWOOD WOODLAND CA530 662 6425 TO FRC OR P.03iO4 -*4FROM FROM IMAX. HT. 118- 1ZI ((gs� 1"-1 TRtB NO. � 0'-0" 0'-0" 4100 t A 6'-4 _32 O EGRESS 8 14'-4" APPROVED PFS Corporation Madison - 5 316103 HUD Manufactured Home . Construction & Safety Standard WOODLAND # 17 Sm. iWaOD. FLOOR PLAN OF 1 MOML t3rr. MEL 013'-4"x 50'-8" SUNCREST REV. '10/17/02 13'-4"x 50'-8' HIGHLAND PARK X3/16"=1'-0" c - 45138 B ELECT. PNL BOX 5X10 AIR REG. 4 AIR SUPPLY ® CEILING REGISTER p SHEARWALL SUPPORT POST ua,,.�ETURN AIR GRILL APPROVED PFS Corporation Madison - 5 316103 HUD Manufactured Home . Construction & Safety Standard WOODLAND # 17 Sm. iWaOD. FLOOR PLAN OF 1 MOML t3rr. MEL 013'-4"x 50'-8" SUNCREST REV. '10/17/02 13'-4"x 50'-8' HIGHLAND PARK X3/16"=1'-0" c - 45138 B B a 10'-3" 10'-5" 9300 2 B 15'-G 8 a 31'-4" 31'-6" 94001.3 B 15'-8" 8 Z W a 41'-9" 41'-11" 5900 4 B 9'-10" 6 �g H 4 51'-0" 3500 5 B 1 5'-4" 32 Indicates 2" Bearing is Required APPROVED PFS Corporation Madison - 5 316103 HUD Manufactured Home . Construction & Safety Standard WOODLAND # 17 Sm. iWaOD. FLOOR PLAN OF 1 MOML t3rr. MEL 013'-4"x 50'-8" SUNCREST REV. '10/17/02 13'-4"x 50'-8' HIGHLAND PARK X3/16"=1'-0" c - 45138 B I -BEAM AND FLOOR DIMENSIONS 321 /4 " I-BEA991/2 - - ----------------- m:7 ---------------- ------------------------------------------- 301/4 " 301 /4 " 991,2 " > 32 1 /4 " c TOTAL LENGTH [A] SECTION= 57 = o" Eil SECT/ON = 51'. 0" ***** NOTE ***** DIMENSIONS FOR OPTIONAL 2X6 EXTERIOR WALLS l•' 3 D N ED W N N A -1 r m m E 0 0 d 0 0 d F_ D Z C7 n m W G N Q% A N N 0 m n 0 M. SUNCREST 4031% m z TOTAL LENGTH [A] SECTION= 57 = o" Eil SECT/ON = 51'. 0" ***** NOTE ***** DIMENSIONS FOR OPTIONAL 2X6 EXTERIOR WALLS l•' 3 D N ED W N N A -1 r m m E 0 0 d 0 0 d F_ D Z C7 n m W G N Q% A N N 0 m n 0 IT t9 v Q n. O N o� 0 gA SAFETY 14'-7" . 10' 109-71's 5'A" O 0 0Pr12 4' 1 EN1R1' OPf O 4 O O EGRESS 1 1 T:W 8 4 1 1 5MORNING ROOM DESK481.2 SO.F7 RQQ SINK G 0 BEDROOM B3 28 102.4 SOFT. 88,9 SOFT. OPl 5 AOFPT 5 �15 Rl7ili �-� 30 OPT 6 OPT 30 6 4 28 �6 � G 6 1 1 OPT i I 1 BEDROOM 1 6 164.5 SO.Fr. LIVING ROOM 275.7 SOFT. i1 11 11 (D O p EGRESS Ia.—On 25'— 4" Cl WTEES 120' ShearwoA 1) T 2 Joists dr 2 Logshls floor plan may- be built as an exact w/ G -strop mirror image about the length and/or width axis. 2) Egress window(s) shown with less than 5.0 ft' vent area meet egress requirements through sash removal per window manufacturing instructions. located an the window. J) Receptacle shall not be installed within 30' of tub / shower space. / 1 I 1071 OPT 00 120.3 S0. 2 EGRESS �•—Vn 14'-4" PFS CorporaQon Madlson - 5 3rM HUD Manufactured Home Conetructlon !R Safety Standard d R CEPT,(s SPECS.) ELECT. PNL BOX 24 MER h6 M KIKhAL.L- LOCATIQtl LOGVN IRON rpolr M 116' 1121 sxt L�. (Les) I O WW 0'-0' O'-0'4100 6'-4'32! �'�THFRLI ... ,"�i ® DMU . �jF CEUNG FAN v 110'-3'10W 9300 2 0 15-8' B A t3.-4 X �,_r NoDEL: SUNCRES7 Q 31'-4' W -r 9400 3 B IS' -8' 8 p SUPPORT POST =11' 5900 4 e 41 9 �10' 6 CE p 50'-8' S1'-0' woo 88 5-4' 32 i ~ • lWkdn 2' tkorina is Rewired PFS CorporaQon Madlson - 5 3rM HUD Manufactured Home Conetructlon !R Safety Standard d R CEPT,(s SPECS.) ELECT. PNL BOX WOODLAND # 17 sxt �(UR E O 5X10 AIR REG.. AIR FLOOR PIAN �'�THFRLI ... ,"�i ® DMU . �jF CEUNG FAN ® v SUPPLYCEM SHE REGISTER SHENIWALL M E A t3.-4 X �,_r NoDEL: SUNCRES7 1 P".o I1USI1 — SHONE DETECTOR p SUPPORT POST 10117/02 B 13'-415'-8' HIGHLAND PARK ® DOOR BELL MM& RAa,. EUURN AIR GRILL C - 45138 p B AND WHEN RECORDED MAIL TO: BUTTE COUNTY. BUILDING DIVISION 7 COUNT' CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 27 -May -2003 2003-0033845 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment The property described herein is adjacent to land or included wihiantarea zoned for agricultural o be recorded n r to uance of a building permit. this property may be subject to inconveniences or discomfort from the use of agricultural emicals P n hiding, but poscs, and rno alimited to herbicides, pesticides, and fertili7rm; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte Countyhas established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: LOT 33, AS SHOWN ON THAT CERTAIN MAp ENTITLED, " 2A", WHICH MAP WAS KELLY RIDGE ESTATES UNIT NO. RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 31, 1973, IN BOOK 43 OF MAPS, AT PAGES) 17 AND 18. APN 069-090-037-000 Date: S // y/o.3 PROPERTY OWNERS: G,f r �l���ri�e .SCo State or California ) County of E ) Ony ui j� 'Zpp before mc, personally appeared C .t COT, lu known tome(or proved to me on the basis of satisracton' c� id n ) to a the persons) whose names) Ware subscribed to personality mithin instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ics), and that by his/her/their signature(s) on the instrument, the Person(s) or the entity upon behalf or which the person($) acted, executed the Instrument. WI77VESS/I y hanCand otrcial seal. •�� Signatu CYNTHIA A. COSTA COMM. 0 12782287 NOTARY Pu6UC•CAWDANp COUNTY OF BUTTE Comm. Expkes OCt. 30, 2004 X190 Of XV40 :)m -m OF ?I PLANNING DIVISION. BUILDING PL APPROVAL r- AL0 Use'. �47 Date: ....... borlqo� ;';arvjng:—!L— Landscaping: l-, Othe Pr, q I - 0, - Signature: REVIEWED By BU FrE C;O. FIRE DEPT. CAtjlF. DEPT. et FORESTRY oPprajed as submitt.ed D cg: approd with conditions ve per attache s eet. X727D C; 97 7 hlo Air 3.gfg - / 3's 0 It Ll Sv'-± 1� < C7 -- A1.4 710 1 MORNING ROOM' 81.2 SQ.Fi. N 5U 11 '-0" K11 28 40-7n 190 sit RECEPT Mffd aDU Opt BEDROOM 1 164.5 SQ.Fr. 11 EGRESS 1-8--113'-4" 04?FS 1) This floor plan may- be built as an exact mirror image about the length and/or width axis. 2) Egress window(s) shown with less than 5.0 ft= vent area meet egress requirements through sash removal per window manufacturing instructions. located on the window. 3) Receptacle shall not be installed within 30' of tub / shower space. 10'— =--� 10'-71" 5'-4j" �` LOOCANN ,nta 30 L.L 10#0.L 1M.> - I>aon raoal rxx L 11wt: HT. ne' IIZI 12 4 Oj �_' EMR► /LOCK 20 EGRESS 0Z) M 72,31r ip+r B 4 1 4 1 0'-0' W-0' 4100 l A C-4. 32 5 4 Cn OINING ROOM BEDROOM 93 28 10'-3' 10-5' 9300 26 15 _r B ,Iu '� 102.4 Soft. 89.9 SQJ7. 31'-4' 31'-8' 940Dwy J B IS' -8' 8 '� z S 5 t: �OT 5 �` 5 41'-9' 41'-11' 5900 4 B 9-10' 8 50'-8' 51'-0' J600 5A 5'-4' 32 w D �8 • lftkoW 2' Beoing is Required 0 28 28 5 opr U1L 5 DPT®,, 28 4 30 �' ` D 0 0 I 4' 7 1 6 ` i 7 1 7 B � 1 � � 7 j OPT LIVING ROOM 275.7 SO.fT. 1120.3 S0. EGRESS 18'—Dw 10'—W 25'-4" 14'-4" 120' Sheorwap 2 Joists & 2 Lags W/ G -strop I) RECEPT.(SEE ELECT.SPECS.) f an ELECT. PNL BOX SWCH 0 LIGHT FIXTURE U 5x10 AIR REG. 0 AIR SUPPLY m THERMOSTAT ® CEILING REGISTER ® DMIUST & CEILING FAN 0 SHEARWALL HUM - SHONE DETECTOR ❑ 5'11PP01tr POST ® DOOR BELL TRANS. RW,, RETURN IVR GRILL APPROVED PFS Corporagon Madison - 5 316J0�3 HUD Manufactured Nome Construction !R Safety Standard j3*1 I WOODLAND # 17 S<n FLOOR PLAN OFF 1 MEL A 13'-4 i15�'-8' Nam' SUNCREST P" ID 17 Oz B 14150'-8' HIGHLAND'_PARK 1116 61'-0' c - 4513B- B m a J F¢- 0 0(a?- 096 -03 7 APPLIED TESTING CONSULTANTS 0-3 / �6 0 MATERIALS ENGINEERING TESTING AND INSPECTION November 19, 2002 Martin Conley 5309 Mt. Rachel Court Oroville, CA 95966 Re: Martin Conley Building Pad Certification - Oroville, CA Attn: Martin Conley We have completed compaction testing of the small cut/fill building pad for the Martin Conley. building pad located on Hanging Tree Court on Kelly Ridge, in Oroville, CA. Prior to any fill placement, the pad area was excavated down to firm, native, undisturbed ground and moisture conditioned and compacted. The building pad was constructed with native material to a fill elevation of approximately one and one-half feet above the surrounding grade on the down-slope side, and approximately two to three feet of cut on the up-slope side. The pad was monitored and tested at, approximately one -foot intervals up to finished pad grade from 10/22/02 to 10/23/02. The nuclear density test data sheet and ASTM 1557 moisture -density curve are attached. Based on the test data compiled on this project, and witnessing the earthwork operations, we certify per Article 3, Sections 6735.5 and 6735.6a of the Business and Profession's Code that the pad was properly moisture conditioned and compacted in accordance with Chapters 18 and 33 of the 1997 Uniform Building Code. Applied Testing Consultants is not a licensed surveyor. We do not verify or certify grades or elevations. Test elevations are derived from information provided by the contractor and/or the client. Applied Testing Consultants is not the foundation design engineer for this project. Designs for consolidation, differential settlement and bearing on fill materials are by others. Thank you for using Applied Testing Consultants to p;Me ice for you. Please call if you have any questions regarding our services' Very yours, BUTTE s tee COUNTY Senior. Engineering Technician C-3 /31/05 �UN 2 7 2 Staff Engineer DESERVICES NT © 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Density Testing Report Per ASTM 1557 Client: Martin Conley Address: 5309 Mt. Rachel Court City, State: Oroville, CA 95966 Attn: Martin Conley Project: Conley Project Soil Description: Red Brown Clayey Sandy Silt w/ Small Gravel Report Seq. No. I Page: 1 of 1 Date: 10/22/2002 Tech: B. Steele Gauge # CALIBRATION DATA: Density Std.: Moisture Std.: I Densitv Xi : Moisture Xi Compaction Equipment: Req'd % Compaction Curve No.: T-2 Max Dry Density: 122.5 Opt. Moist. Content: 12.4 90% Test # Test Depth Location: Building Pad . Elev. Wet Density H2O Density Dry Density Moisture Content % Comp. Results 1 4" West Side Fill FPG-18" 128.7 19.1 109.6 17.4 90% PASS 214" East Side Fill FPG 1 128.5 14.1 114.4 12.3 94% PASS 3 4" West Side Cut FPG 129.0 15.2 113.8 13.4 93% PASS 4 4" East Side Cut FPG 127.6 16.31 111.3 14.6 91% PASS REPORT: Arrived at jobsite at 0815 hrs. to perform compaction testing of the Building Pad. Performed 4 nuclear density tests at random locations, as indicated above. A sample of the material was obtained and returned to the laboratory for a moisture density curve. At the completion of the curve, all 4 test results indicated at least 90% relative compaction. BUTTE COUNTY JUN 2 7 2003 DEVELOPMENT SERVICES Copies to: Reviewed by. 3060 Thorntree Drive, Suite 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS ASTM 1557 Moisture/Densi Client: Address: City, State Zip: Attn: Project: Soil Description: Sample location: Sample depth: Trial No: Water Added Gross compacted wt: Container Tare: Net compacted wt: Wet density, pcf: Dry density, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Net dry wt: Moisture loss: % Moisture Content: MATERIALS ENGINEERING TESTING AND INSPECTION Curve Sample No: T-1 Martin Conley Date: 23' -Oct -02 5309 Mt. Rachel Court Tech: B. Carter Oroville, CA 95966 BUTTE Martin Conley COUNTY Conley Project JUN 2 7 2003 Light Gray Sandy Silt w/ Small Rock - Import Material Jobsite (on Hangingtree Court) DESEL cE�i,< N/A 1 2 3 4 200 300 400 7602 7845 7728 2890 2890 2890 4712 4955 4838 138.5 145.7 142.2 124.4 128.1 123.1 1 2 1 3 4 1087.3 1024.8 1070.3 985.2 911.6. 937.4 83.8 86.2 82.6 901.4 825.4 854.8 102.11 113.21 132.9 11.3%1 13.7%1 15.5% Sample Weight: 15,200 grams Rock Correction' ASTM D4718 Total sample wt: 57.45 +3/4 rock wt: 5.05 % of +3/4 rock: 8.8% Specific Gravity of +3/4: 2.60 Rock adj. density: 130.7 Max adjusted density: 130.7 pcf Optimum moisture: 13.3% This test was performed per ASTM 1557 Reviewed by: 3060 Thorntree Drive, Suite 10 • Chico, CA 95973 • Telephone: (530) 891-6625 9 Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS " MATERIALS ENGINEERING TESTING AND INSPECTION ASTM 1557 Moisture/Density Curve Client: Address: City, State Zip: Attn: Project: Soil Description: Sample location: Sample depth: Trial No: Water Added Gross compacted wt: Container Tare: Net compacted wt: Wet density, pcf: Dry density, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Net dry wt: Moisture loss: % Moisture Content: Martin Conley 5309 Mt. Rachel Court Oroville, CA 95966 Martin Conley Conley Project Red Brown Clayey Sandy Silt w/ Small Gravel Jobsite (on Hangingtree Court) N/A 1 2 3 4 200 300 400 7385 7590 7520 2890 2890 2890 4495 4700 4630 132.21 138.21 136.1 121.01 121.31 117.0 1 -T-T 3 4 1052.5 1026.6 987.8 970.8 911.2. 860.5 85.9 82.1 83.8 884.9 829.1 776.7 81.71 115.41 127.3 9.2%1 13.9%1 16.4% Sample No: T-2 Date: 23 -Oct -02 Tech: B. Carter Sample Weight: BUTTE COUNTY JUN 2 7 2003 DEVELOPMENT SERVICES 4,600 grams Rock Correction' ASTM D4718 Total sample wt: +3/4 rock wt: % of +3/4 rock: Specific Gravity of +3/4: Rock adj. density: ■■■■■■■■I■■1♦�■■■■■■ ■■■■■■■■I ■■■\\■■■■■i♦ �■■■■■■■■I(�lll�llltl•Illl�lllt��lll�lllf�i■■■\�I■■■■■ Max adjusted density: 122.5 pcf Optimum moisture: 2.4% This test was performed per ASTM 1557 Reviewed by: 3060 Thorntree Drive, Suite 10 9 Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 I 1A a i R MARRIAGE LINE SUPPORTS AS SPECIFIED BY HOME- STANDARD VERTICAL MANUFACTURER Zl- SUPPORT PIERS AS SPECIFIED BY' -HOME MANUFACTURER C.P. SEISMIC PIER#1-PATENT #5595366 t - 3/8. x V DOLTS COACH I HFA" . r x r n.ATE OPTION OF 6' 4 - 414 TEX STS WACH C BOLTS OR J DEAN 1/4'x2'x4' 2' DIA `I'mma mm" isu� STD PIPE 4�-� SEISMIC 0 M ymo� ��n � �m�a Hwa 4 - 3/8' BOLTS TIGHTEN TO 4. ALL FOOTINGS ARE TO BE SUPPORTED' BY FILTH. UNSATURATED. UNDISTURBED PSF TOTAL LOAD SOIL PRESSURE W 180 IN -LBS TUBE MUST EXIF" a O 113 FT -LDS) TORQUE 3' MIN IN TO CLAW r,,4. � ��lj"1 c BASE fT N E3L/1PLATE AMP 3/4' THREADED ROD t1.3 INCHH �GULA11 18.3 INCH EXTRA LARGE ~ O 3/16' PLATE LEGS 1. ELECTRODES: U. PLATES: ASTv U1BOLTS: STAND ASTM A907 l.THREADED IOW CARBON WELDABLE �•/ U YP OF 4 1 1/4' BOLT' ROD: COI) DRAWN d. ALL METAL COMPONENTS INCLUDING MARS k SCREWS ETC. ARE TO BE O WITH WDENED WASHER PROTECTIVE COATED. 6. THE PIIERRO SUPPORTASSEQUIVEM LIES SHALL BE COATED WITH SHERMAN WILLIAMS E61 -RC2 3/16' PLATE SEISMIC PIER Not to Scate 7. THE C.P. SEL4IQC Pff.R SHALL BE 11STED AND ;ABELKD BY CERTIFIED TESTING AND CONSULTING SERVICES CTC FOR THE FOLLOWING LOADS: U o r D. LATERAL 1700 189. ULTIIiATE LOAD b. VERTICAL : 13000 ULTIMATE LOAD _w W.O 'g 4 4 4 4 - � 4:• - SITE WITH NO E aSTING SOIL PROBLEMS, z SEE NOTE 11. 10. CHASSIS BEAM SUPPORTS SHALL BE LOCATED AND SIZ® FOR A-4 U4. W 4u UNDAPAN sn%o MT C ?APMRI z cl/ W 10 x `'F''OuTim ��41at O ^4 Ia.S ANDARD PIER t FOOTING SPACING PER MOBILE COACH MANUFACTURER'S l a or ISO Q 4 4 4 OfMu 4 X11 �•J 0 24'. 26'. 211'. OR 32 2. 14, OR I. SCALE, AS SHOWN PLAN PLAN FOUNDATION PAD NOTES DOUBLE WIDE MOBILE COACH sad-. 1' - 10' elm. SINGLE WIDE MOBILE COACH Scala: 1' - 10' C.P. SEISMIC PIER#1-PATENT #5595366 t - 3/8. x V DOLTS COACH I HFA" . r x r n.ATE OPTION OF 6' 4 - 414 TEX STS WACH C BOLTS OR J DEAN 1/4'x2'x4' 2' DIA MAXINCHHT A PLATE STD PIPE SHAT�TUBE SEISMIC 0 M 6 MCH Low TUBE 14 INCH EX-i.34G TUBE PIER 4 - 3/8' BOLTS TIGHTEN TO 4. ALL FOOTINGS ARE TO BE SUPPORTED' BY FILTH. UNSATURATED. UNDISTURBED PSF TOTAL LOAD SOIL PRESSURE W 180 IN -LBS TUBE MUST EXIF" a O 113 FT -LDS) TORQUE 3' MIN IN TO CLAW r,,4. � ��lj"1 c BASE fT N E3L/1PLATE AMP 3/4' THREADED ROD t1.3 INCHH �GULA11 18.3 INCH EXTRA LARGE ~ O 3/16' PLATE LEGS 1. ELECTRODES: U. PLATES: ASTv U1BOLTS: STAND ASTM A907 l.THREADED IOW CARBON WELDABLE �•/ U YP OF 4 1 1/4' BOLT' ROD: COI) DRAWN d. ALL METAL COMPONENTS INCLUDING MARS k SCREWS ETC. ARE TO BE O WITH WDENED WASHER PROTECTIVE COATED. 6. THE PIIERRO SUPPORTASSEQUIVEM LIES SHALL BE COATED WITH SHERMAN WILLIAMS E61 -RC2 3/16' PLATE SEISMIC PIER Not to Scate C.P. SEISMIC PIER#1-PATENT #5595366 t - 3/8. x V DOLTS rIELD DRILL HOLES THE PLYVOOD T)UNDATTOP PAP I:AY BE T'9ED AS AN 11TE NATE. 2. FOUNDATION PADS SHAH. BE PLACED ON LEVEL UNDISTURBED SOIL OPTION OF SINGLE WIDES 30 Pat 4 - 414 TEX STS WACH C B OR J DEAN 1/4'x2'x4' 3' x ANGLE 3' WIDE PLATE 4 - 1/2' BOLTS TRIPLE OIDE3 30 Pa/ SEISMIC 0 M B PIER TYPICAL BEAM CONNECTION Not to Scale 12 SQ IN OVERSIZE FOR CHIPPING 3M SIAKESSSTU ANCHOR BSERT n 4x4 -4x4 VVr 1, PRECAST FOUNDATION PAD Not to scale 30'x3 PI HOLES FUR Lee x 2 1/2' C.E ION24'0/4' PLYWOOD i �MAx ELEVATION NOT. Te. SCnLC 3/4'4' PLYWOOD SHEETS HER VITM FLAWS ALTERNATIVE- PLYWOOD FOUNDATION PAD Nur'Td sCALC ISI ORAL. NOTES; REFERENCE:CALffORNU CODE' OF REGULATIONS, TITLE 26 AND U.B.C. 1904 EDITION. ' 1. O`SIGN LOAOs: COACH SIZE co THE PLYVOOD T)UNDATTOP PAP I:AY BE T'9ED AS AN 11TE NATE. 2. FOUNDATION PADS SHAH. BE PLACED ON LEVEL UNDISTURBED SOIL SINGLE WIDES 30 Pat 40 Pat 0 M B 4 DOUBLE HIDES 30 Pd 40 Pat M B 4 TRIPLE OIDE3 30 Pa/ 40 Pat 0 M B 4 1. THE FOUNDATION PAD SHOWN ON THIS PIAN IS A PRECAST CONCRETE FOUNDATION PAD. co THE PLYVOOD T)UNDATTOP PAP I:AY BE T'9ED AS AN 11TE NATE. 2. FOUNDATION PADS SHAH. BE PLACED ON LEVEL UNDISTURBED SOIL 3. CONCHIETE FOUNDATION PAD r 4' A. 3000 PSI AT 28 DAYS AS TESTED AND MANUT. BY STARL ITE WEIGHT CONCRETE. o 2. THE DESIGN LOADS SHALL BE CONSISTENT WITH, ROOF LIVE LOAD WIND LOAD AND SEISMIC ZONE AS ESTABLISHED FOR PERMANENT BUILDING Wff & A SPECIFIGf LOCAL = c AREA. w C'' _O 3. THIS PLAN HS CONSIDERED TO CONSTITUTE A FOUNDATION SYSTEM. a 44 4. ALL FOOTINGS ARE TO BE SUPPORTED' BY FILTH. UNSATURATED. UNDISTURBED PSF TOTAL LOAD SOIL PRESSURE W W SOIL FOOTINGS ARE DESIGNED FOR 1000 AND SHALL BE COMPATIBLE WITH LOCAL SOIL CONDITIONS. r,,4. � ��lj"1 c 6. STRUCTURAL CONFEL'L � ACCORD TO DISC 3P CA'TONS. Z BEORM c. SHALL BE wELDLID ACCORDING TO AWS SPECIFICATIONS: 670 ~ O �s 1. ELECTRODES: U. PLATES: ASTv U1BOLTS: STAND ASTM A907 l.THREADED IOW CARBON WELDABLE �•/ U 5 o. ROD: COI) DRAWN d. ALL METAL COMPONENTS INCLUDING MARS k SCREWS ETC. ARE TO BE O PROTECTIVE COATED. 6. THE PIIERRO SUPPORTASSEQUIVEM LIES SHALL BE COATED WITH SHERMAN WILLIAMS E61 -RC2 c W 4. UNLESS APPROVE D BY THARP &. ASSOC.. FLOOR TO RIDGE HEIGHT NOT TO EXCEED: 6 FEET FOR SINGLE WIDE COACHES. T/ � v L d 7. THE C.P. SEL4IQC Pff.R SHALL BE 11STED AND ;ABELKD BY CERTIFIED TESTING AND CONSULTING SERVICES CTC FOR THE FOLLOWING LOADS: U o r D. LATERAL 1700 189. ULTIIiATE LOAD b. VERTICAL : 13000 ULTIMATE LOAD _w W.O 'g 6. THIS FOUNDATION SYSTEM IS FOR WCING MANUFACTURED BUILDINGS CONSTRUCTED WITH LONGITUDINAL OR CROSS JOlafs. v Z 00 C) 9. THIS FOUNDATION SYSTEM PLAN IS DESIGNED TO BE CONSTRUCTED ON A FAIRLY (Eye, IF SETTLEMENT OCCURS DUE TO POOR SOI, CO 04 E-4 (D 0 SITE WITH NO E aSTING SOIL PROBLEMS, z SEE NOTE 11. 10. CHASSIS BEAM SUPPORTS SHALL BE LOCATED AND SIZ® FOR A-4 U4. W 4u THE LOAD AS SHOWN IN THE MOBILE HOME INSTALLATION INSTRUCTIONS. 11. IN AREAS WHERE DIFFERENTIAL SEITI.EMEM cy.l.) CAN OCCUR. MANUFACTURED HOM1�04 WHEN D.S. DLCEEDS 1 4 OR WHEN R WILL ADVERSELY AFFECT z cl/ W 10 x SHALL BE READJUSTED , THE USE OF THE MANUFACTURED HOME. ��41at O ^4 Ia.S ANDARD PIER t FOOTING SPACING PER MOBILE COACH MANUFACTURER'S l a INSTALLATION MANUAL WITHOUT MANUFACTURER'S INSTALLATION MANUAL, W SPACING OF STANDARD PIERS AND PAD SUPPORTS TO BE DETERMINED BY X11 �•J STATE MOBILE HOMES PARK ACT. 13.THIS SYSTEM IS ADAPTABLE 11TH HOLLOW MASONRY BLACK PLERS. SCALE, AS SHOWN �!•fIL DRAWN, YMW FOUNDATION PAD NOTES 1. THE FOUNDATION PAD SHOWN ON THIS PIAN IS A PRECAST CONCRETE FOUNDATION PAD. (L THE PLYVOOD T)UNDATTOP PAP I:AY BE T'9ED AS AN 11TE NATE. 2. FOUNDATION PADS SHAH. BE PLACED ON LEVEL UNDISTURBED SOIL 3. CONCHIETE FOUNDATION PAD Q A. 3000 PSI AT 28 DAYS AS TESTED AND MANUT. BY STARL ITE WEIGHT CONCRETE. co B. PREFERRED PAD ORIENTATION WHERE EVER POSSIBLE 13 THAT THE LONG DIMENSION OF THE PAD BE PERPENDICULAR TO THE COACH BEAM (AS SHOWN ON THE PLAN). C. WHERE IIID CONDITIONS REQUIRE PAD ROTATION. NO MORE THAN HAIL OF THE PADS IN A TRAVERSE LME CAN BE ROTATED SO THAT THIN LANG DIMENSION W OF THE PADS ARE PARALLEL. TO THIN COACH BEAM, 4. PRESSURE TREATED FOUNDATION PL � A. 3/4 INCH A.P.A. 46/24 EXTERIOR P.S.L.-83 CC. PLUGGED. NER-4A397.PRP-106. COACH SIZE NOTES: 1. MAXIMUM LENGTH OF SINGLE WIDE COACH - 68 FEET. Z CO O O 2. MAXIMUM LENGTH OF DOUBLE RIDE' COACH - 70 FEET. ►--4 3. MAXIMUM LENGTH OF TRIPLE WIDE COACH - 70 FEET. 4. UNLESS APPROVE D BY THARP &. ASSOC.. FLOOR TO RIDGE HEIGHT NOT TO EXCEED: 6 FEET FOR SINGLE WIDE COACHES. (n W a Z-4 O N d A. B. 10 FEET FOR 20 FEET DOU81E WIDE COAC_-= CC) Z C. 12 FEET FOR 24'. 26'. 28' R 32' DOUBLE WIDES a ALL TRIPLE WIDE COACHES _w W.O 6. FOR TRIPLE WIDE COACHES. FOLLOW SAME PLACEMENT PATTERN AS ASHOWN ON THE Q� z U C) DOUBLE WIDE MOBILE COACH PLAN.G4 S. FOR ANY COACH SOTHER THAN AS SHOWN ON THIS PIAN OR REFERENCED ABOVE. IZE CO 04 E-4 (D LAYOUT SILALL BE REVIEWED AND APPROVED BY THARP 3 ASSOC.. INC. 3-( (Oo - z 0 z� o BUTTE C&NT) U5 110aDPJ10►d1ouNDAT+oM: C IaQ1 z cl/ W 10 x DDAtIH AND AS APPEPPROVVDEBDSBCfX1N BUILDING ®EVART a `1 �.co w in! ^4 t l -i ►O a 4ema a FKU N D14ll w 9► h� Y�11 L1 O Nwtuurwauw4,umnolLaw Ds d CitaY on Dt>11f11Af� aPPOF DATE,' 11-07-02 SCALE, AS SHOWN �!•fIL DRAWN, YMW as D' 41gt-.f �l4 j 7- elm. JOB #1 95-36-80 EET� -FC SH 1