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068-410-021
BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP052075 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 08/04/2005 APN: 068-410-021-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. rfz. Site Address: 21 COTTAGE COVE DR ORO License Class :J License Number: {r6 11 (� Date: Contractor: �3=_nkA !�C?t���J Map Index: Description: POOL MASTER# 513-01 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: CARTER, CHRIS &' SAMANTHA LEE permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 26 CASTLE CREEK DR. #2 the Contractor's State License Law (Chapter 9 commencing with Section OROVILLE, CA 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any 95966 violation of Section 7031.5 by any applicant for a permit subjects the (530) 532-9568 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: EMERALD POOLS owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 3138 TANGEMAN TRAIL sale. If however, the building or improvements are sold within one PARADISE, CA 95969 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of 530-877-3638 Sale.). emerald@chico.com ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: EMERALD POOLS and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 3138 TANGEMAN TRAIL ❑ I am Exempt under Article 3 of the Business and Professions Code PARADISE, CA 95969 Date: Owner: 530-877-3638 emerald@Chico.com WORKERS' COMPENSATION DECLARATION License #: 721764 I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit / is issued. Architect: M/ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: � Carrier: IC1 KJ Total Square Ft: 0 S. F. `1Z$a.8� Policy#: Valuation: $0.00 ❑ I certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: O n �• Applicant: 1 1 J q [ O `( WARNING: Fail to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties .and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions to do work indicate above for which fees have been paid. performance of the work.for which this permit is issued (Sec 3097 Civ.) (7 _ 1 r _ Date: ( By H Name: O Address: PERMIT EXPIRES ON: 1 Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: 50 "ln `�P�V� Signature: )� ` Date:' N U� ❑ Owner ❑ Contractor ❑ Agent for Owner �Agent for Contractor B. C. Building Permit 01-16-04 pg 1 .+f - ! y; NOTES ° RESIDENTIAL PERMIT NO X1068 41 -021 �Y 04-3495 (CARTER, CHRIS- 21 COTTAGE COVE DR, OROVILLE t°,o Cont: CASTLE, CONST SINGLE Y:( ✓ _ a NEW FAMILY r I i . .t 4. A S - SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS flj SUB-STANDARD HOUSING LETTER N CHECKED BY w ye - 4 a oIe % ' OFFICE COPY } Address�� GAS(� (� Meter ByQ Sthtv�U��S Dat®— `dS ELECTRICjx� Meter By Dat .(�� JOB FINALED (Date) Signature ac J=OK 0 = NotOK s = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /" L "ft./ P LPG - 7. Well Clearance & Disconnect 8. Utilitv Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 - Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. 'Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch- 11. Cert. of Occupancv Date Card B-1 Date Card B-1', Date Card B-1 Date w Card B-1 , Date PERMANENT END SYSTEM (ONLY) I 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 Date MISCELLANEOUS . Date DECKS,`COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel '3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-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 4 J=OK 0 = NotOK - =Not Applicable Ap . = Not Ready G (Continued) n ers-Post Caps -Anchors -Connectors RESIDENTIAL Date UNDF,RFLOOR (Plans) OK except #'s Card B-1 Date Card B-1 Card B-1 ' Date Card B-1 Date Zon ing-Setbac ks- Easements- Flood -Slope /i 2. Ftg., Bain; Soils-Elec. Grnd.-/ /" Ftg. Depth Garage Fire Protection Framing-RC$Channel Property Line Firewall & Openings 3_-F�g.," Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 56. 1 tg. orches & Decks; Soils -Steel-/ /" Ftg. Depth 1-13-0 5. mwalls, Main; Steel-Blockouts-Wrapped WOLq✓6Q/Shear 61. 21. Stemwalls, Garage; Steel- Blockouts-Wra ed 8 6a old Downs and Special Anchors ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 7. Slab, Steel -Wrapped 88. 8. Piers -Fireplace Ftg.-Steel Ventilation Throughout House 9&17GIass D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 9 T0. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test as Test -Meters Tagged, Gas -Electric 11. Water Pipe; Test -Anchors -Regulator -Service Test 9rgy 12. Electric Underground 9 13. Plenums & Ducts; Clearance -Material -Support -Ins. 0 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 ELECTRICAL (Permit) OK except #'s 24. fixture & Transformer Clearance -Ins. Protection . Elec. Receptacles Spacing -Lights & Switches at Doors 2r Size Boxes & No. of Conductors Stapled 2 jomex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water ppliance Circuits in Kitchen & Conductor Size GFI / 36.- qvbfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 34- Range Circle/ /qa Cu or AI -Oven Circ. / /cia Cu or All lated Neutral 0 Yes O No /. / 3!9' Service -Riser Conductors & Ground Main Disconnect 33. E i . Clearances Panels-Motors-Mech. Equip. 3' . Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector �y l/ &5 �n _ Date Card el Date Card B-1 Date Card B-1 Date Card B-1 Datq MEC NICAL (Permit) OK except #'s A. . Ducts Insulation & Support 3 . Ve.t Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade / 3@' FuLpece-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 4lr Attic Access & Platform if Furnace in Attic Dated Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAM . G (Permit) OK except #'s . §0s Proper Materials & Anchors 49' Walls Studs -Nailing Spacing & Braces -Plates -Sound 4 . Bearing Walls over Girders & Floor Nailing 4 D Stop in Walls (rat proof) 4 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing (Single & Duplex) Dat R G (Continued) n ers-Post Caps -Anchors -Connectors / 49' Dat Date - Y Card B-1 Date Card B-1 Card B-1 ' Date Card B-1 Date PLUMBING (Permit) OK except #'s /i 17. Water Htr.; Vent -Access -Combustion Air Baffle Garage Fire Protection Framing-RC$Channel Property Line Firewall & Openings f 5W.- r 55. er Pipe; Test & Anchor -Nail Protection 56. 1 .V,; Test Fittings & Anchor -Nail Protection 1-13-0 S Shower Pan; Test, First Floor -Tub Access WOLq✓6Q/Shear 61. 21. Test Tub & Shower, Second Floor -Tub Access 8 2 . Gas Pipe; Sixe & Anchors ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 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 . Elec. Receptacles Spacing -Lights & Switches at Doors 2r Size Boxes & No. of Conductors Stapled 2 jomex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water ppliance Circuits in Kitchen & Conductor Size GFI / 36.- qvbfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 34- Range Circle/ /qa Cu or AI -Oven Circ. / /cia Cu or All lated Neutral 0 Yes O No /. / 3!9' Service -Riser Conductors & Ground Main Disconnect 33. E i . Clearances Panels-Motors-Mech. Equip. 3' . Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector �y l/ &5 �n _ Date Card el Date Card B-1 Date Card B-1 Date Card B-1 Datq MEC NICAL (Permit) OK except #'s A. . Ducts Insulation & Support 3 . Ve.t Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade / 3@' FuLpece-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 4lr Attic Access & Platform if Furnace in Attic Dated Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAM . G (Permit) OK except #'s . §0s Proper Materials & Anchors 49' Walls Studs -Nailing Spacing & Braces -Plates -Sound 4 . Bearing Walls over Girders & Floor Nailing 4 D Stop in Walls (rat proof) 4 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing (Single & Duplex) Dat R G (Continued) n ers-Post Caps -Anchors -Connectors / 49' Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. replace Ties or Type A Flue -Fireplace Throat Clearance 5 is Access; Size & Romex Protection -Draft Stop -Ins. Baffles /i . Bdrm. Windows or Exiting Doors -Sill Ht.' ensions 52. 53. Garage Fire Protection Framing-RC$Channel Property Line Firewall & Openings f 5W.- r 55. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Pr tion 56. Plywood on Roof Overhang -Attic Vents -Rafter U_ triggers 57. Si g -Nailing Vene :'Stucco Mes cree s / ,59. Ging Areg,GlassVrotectjpn-Skylights-Plastic WOLq✓6Q/Shear 61. Wad; NailKg-Boltsf Brace Interior/Exterior Wall Panels 62. 63. Date d f1W Card B-1 Date Card B-1 Date Card B- Date Card B-1 Date FIN Iap@OK except #'s Steps -Door & Sideljght Protection -Landings urnace VenSSclearance-Comb, Air -Connector- \ Mage; Above Floor-Ducts-Mech. Protection 67' BQ0rdom Exitinq 68-G.F Bath Fixtures & Tub Access -Spa 6 . Trim & Subpanel, Breaker Sizes & Labels 7&'Staieg & Rails 7 ire ce or Stove, Clearance -Hearth 7 utlets at Wood Panel, Int. & Ext,'_ 73e Kit ixt. & Appliance; Ground -Air -Gap -Cooking Clearance T .-Outlets & Receptacles at Kit. Counter 7 Ga a Fire Door; Swing -Landing -Closure 7 NJ 7 Duct in Garage -Damper Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. in rage; Above Floor-Mech. Protection 7 I Elec. & Mech. Equip. Listed for Location 7 Receptacles in Garage (F.F.I.)-Romex Protection 8 `I lation- Foam -Looked in Attic 8 G d Rails & Deck Construction -Post Caps 82'Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clowance Looked under Floor 0 Yes 82, •F wing Instld./Drive 0 Yes O NoMalks 0 Yes D No/Planters 0 Yes O No 8 St co Brown -Finish 8 A.C. Unit Disconnect, Electrical -Plumbing 86 ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87 meter Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 8 Ventilation Throughout House 9&17GIass Protection 9 'c,jorrections from Previous Inspections 9 as Test -Meters Tagged, Gas -Electric 9 Water ewer Connected -C/O to Grade -HD Approval 9rgy Compliance Certificate -Other Certificates 9 . Address Posted 0 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: l -2n, I -� INSULATION CERTIFICATE ::..........................................:...................................................... "ast.e ...onstruchon::::: :::: Contractor/Owner Name .................................................................. County DESCRIPTION OF INSTALLATION 1. ROOF Ma ri to al: ........................................................................ Thickness (inches): l� .:......... r Job Address (street, 2. CEILING Job Number: 5863 r � " state) .... ................................................. IIO:CJSE#3::::::: Lot Number Brand Name: Therm Resistance Thermal es st ance - V aloe : 3. EXTERIOR WALL Frame .......................................................... ........ A. Cavity Insulation ................................................................... Material::::i::5be::: .... Thickness (inches):::::::::::::::::.:: B. Exterior Foam Sheathing Material: ' ........................................................ Thickness (inches)::::::::::::::::::::::::::::::::::..................... 4. RAISED FLOOR Material:.:::::::::::: to al: Thickness(inches):.. 5. SLAB FLOORIPERIMETER ........................................................................ Material: ........................................................................ Thickness (inches): Perimeter Insulation Depth 6. FOUNDATION WALL ........................................................................ Material........................................................................ Thickness inches • Brand Name:::::::[:.......................................................::::: li:::::::: ....................................................... Thermal Resistance (R -Value)::'::::::: :S& ................. Brand Name:[ Thermal Resistance - es stance Valu e: Brand Thermal Resistance (R Value):::::':;:::: i ; ' ' Brand Name:: ::: ......: .... Thermal Resistance Brand Thermal Resistance (R -Value): is ::: :: r:r : General Contractor (Co. Name) or Owner NOTES RESIDENTIAL PERMIT NO. ,2p C,.A5, Tis Ty (e--,�S, 7co(ARTER, 8 4 0-021 —.__�.05-2075 CHRIS &SAMANTHA f 21 COTTAGE COVE DR, OROVILLE Cont: EMERALD POOLS POOL (MSTEIt 513-01) i SPECIAL CONDITIONS CHECKED BY SRA. FLOOD CERTIFICATE REQ. t FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS - VERIFY L USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER s JOB FINALE D (Date Signature d=OK 0 =Not OK = Not Applicable . =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity, Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ftJ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test-Regulator-Connectoe 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 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 t 3. Blocking _ 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 4 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 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 POO (Plans) OK except #'s Setb cks-Easements _2-16L&mpaction-Structure Stability Vefl-ooll 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 W'Plumb.; Cir. Test -Water Supply Test 0 XV Lig Niche ,,,, nclosure; Fenci arms DateM-p,S Card B-1 Date Card B-1 Date 4o Card B-1 Date Card B-1 4 .r 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. Gmd.-/ /" 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/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 Date 24. Fixture & Transformer Clearance -Ins. Protection Date 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/Meth Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI _ 30. Subfeed Wire Size/ /ga. Cu or Al -AC. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or Ai -Oven Circ. / /ga Cu or AI Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels -Motors -Meth. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 74. Elec. Outlets & Receptacles at Kit. Counter 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-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill HL & 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-Underfir. 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 -Meth. 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. Dud in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. 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 O Yes 83. Following InstldJDrive O Yes O No/Walks O Yes O No/Planters O 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: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY* APPLICANT NAME OWNER Last Name— c� Z.s �ICqp-te First Name Address Vif .H Z City 6'ew'11e, State C),, StateC� Phone Phone Fax E-mail Lic.Z} �� I APPLICANT NAME CONTRACTOR Name City Address Zip City CA `—R State C),, Zip at b�( Phone 5e Fax E-mail Date Approved: Lic.Z} �� I Class r155 APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Page Fax E-mail Date Approved: State License Number APPLICANT NAME Name , Address City State Zip Phone Fax E-mail QQ APPLICANT SIGNATURE X For office use only: Zoning Flood Zone Cit SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. 5 BIN # LOCATION / l AP# 0/„ Q' q V (Address Property Co Cit Cross Street WORKER'S COMPENSATION Policy Number U DCS 1 IR LA O O Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. I I Received by:-` . �_ Amount: H CO -7, 42 Bldg I I Receipt #:H N O� 5o Date: E _ t —05 Total K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 2-24-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required), No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bidgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must -be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 AUG -04-2005 09:27 AM Emerald Pools -530877 3430 P-01• i EMERALD POOLS e,' FACSIMILE TRANSMITTAL SHEET FROM: Butte,co. Co. Building Departmen-t Larry Atkins CUMPANY: - llqTH: - Aug 4, 2005 RAR NUMHIIR:- 530-538-2120, VAR NUNagn: 530-877-3430 PIIUNP, NUMBkR: P110Ne NUMHP,R; _ RE: - _ 530477-3638 t TM AL. NO. ()U-VA,GRS INrLUDItNG COVER: ~ Boyd Morris t - , , • ❑ URGENT X FOR REVIEW ❑ PLEASE CpMMI_NT ❑ PLEASE RUPLY ❑ PLEASE RPCY(; To Whom It May Concern: r - 5 This fax is confirmation that Boyd_Morris, employee, is allowed to'sign documents, etc' pertaining to permits and other such paperwork as required to receive permits from the Count of Butte for the benefit of Emerald Pools Company. , Larry• 'A ins, Owner/ Ontractor r ' Emerald Pools E , 3138 Tangeman Trail - Paradise CA' 95969 530-877 3638 T ` 4 . - ` r r . BUTTE COUNTY DEPARTMENT OF DEVELOPMENT'SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPOS101,3 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I licensed under provisions of Chapter 9 (commencing with Section 700000 ) of Division 3 of Issued Date: 05/18/2005 APN: 068-410-043=000 the Business and Professions Code, and my license is in full force and effect. �2 2 License Class : n License Number: O J Site Address: 21 COTTAGE COVE DR ORO ,n, Date: 6 30 Contractor: tztcrO Cz U � ` Map Index: Description: NEW POOL GUNITE OWNER-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: CHRIS AND SAMANTHA CARTER permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 26 CASTLE CREEK DR. # 2 the Contractor's State License Law (Chapter 9 commencing with Section OROVILLE CA 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any 95966 violation of Section 7031.5 by any applicant for a permit subjects the (530) 532-9568 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and -the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: MGT CONSTRUCTION owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 1435 MONROE ST. provided that such improvements are not intended or offered for RED BLUFF, CA. sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of CHERT TAYLOR 96080 proving that he or she did not build or improve for the purpose of 530-529-2807 sale:). ❑ I, as owner of the property, am exclusively contracting with licensed contractors. to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: MGT CONSTRUCTION pursuant to the Contractors' State License Law.). 1435 MONROE ST. O I am Exempt under Article 3 of the Busine sand Profe Bions Code RED BLUFF, CA. � 96080 Date: Owner: 530-529-2807 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 839899 ❑ 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. Architect: ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and number are: 11policy r S FIS Carrier: rOA e- VA C1 Total Square Ft: 0 S. F. Valuation: $0.00 Policy#: —4 L Z,{Of-j ❑ 1 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with thoseprovisions. ' L• C>5 Date: 1 _ Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject a( employ)criminal penalties and oneT to hundred thousand dollars $100,000, in addition to the cost of compensation, damages as provided for in. Section 3706 of the Labor code, interest, fees. ! and attorney's / n CONSTRUCTION LENDING AGENCY This p6irrhit is her by issued under% 'applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolu ons towork indicated bov for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By: G° Date: - PERMIT EXPIRES ON: J D �t!Q Address: Date I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. 13, Notification in accordance with Section 18827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of an ojftc' I for or do. ment of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpo G. Ave 1 � C �-c�"' Print Name: (, . (a, sl�nIr Signature: C Date: -7 O Owner ❑ Contractor 0 Agent for Owner O Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONM OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** /:,/rr / I / A /'S OWNER Last Name j F5'r4 Nam rU l AddrV'& City D r pV t , Stat n/sr zipq lbq 5 Phone�O X33 'S38S Fax E-mail CONTRACTOR Name M (OT Coy-ITry l[—A-1 D Y-) Address `r� city '?FX 01(_� St Kl f1r zi14ba b PhonZ b>2 2_f5(D-1Fax,'5Z,� Z cSO(P E-mail . b w, -#r�.l I. 1a Lic. # CI % . ARCHITECT/ENGINEER Name Address I LA3 5 �� rC}� Addressa02- 1— 1 +, s.�a I '' �!� city � 1 L GI St - Zi . Phone Fax E-mail Number bei State License to I APPLICANT NAME Name � Address I LA3 5 �� rC}� ,2 �. /� �t�- Cri StateC� zip g� �[�c t4�Ypn V� 2-W Fax Z E-mail I t" MI yr P s a6j• APPLICANT SIGNATURE X �g-y� For office use only: Zoning Flood Zone SRA es No Occ. Type Const.�� / Subdivision Name Map Book [Page Lot # Planner Date Approved: UVtK I -UK SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldQAoplSubRomts.doc Paoe 1 of 2 PERMIT 05-1013 BP BIN # L C AP# Property Address It t Go` +a -e_Cca VC-1Ve)vI � �e Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: N (110 __n ►1. t 'r'�� (5L O 1 rn rtn 1 n czt r o b t� . Sq. Footage - �JJ ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. - O� Received by:Amount: Bldg // /- / SRF, Receipt #:,/ � (a (S Sheriff c1043 � SMIP Date:�� �� �A•� Total RF\/ 7_'37_AA BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OF APPLICA TION Website: www.buttecounty.neddds **PLEASE PRINT CLEARLY** OWNER , - Last Name irst Name Address City State Zip Phone Fax E-mail APPLICANT NAME CONTRACTOR Name City Address Zip City Fax State Zip Phone Map Book Fax E-mail Planner Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip- Phone Map Book Fax Email Planner State License Number APPLICANT NAME Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning Property Address Flood Zone Cross Street SRA Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BIN # LOCATION AP# Property Address City Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage - ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee., The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: Bldg SRA Receipt #: Sheriff SMIP Other ther Total Page 1 of 2 REV 7-27-04 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES' Website: www.buttecounty.net/dds OWNER 112 t /I Z_ A.P. # PROPROSED BUILDING USE (J DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance,Due..................... $ �. /'�1. `� s l? --o s T --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. fig.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning $ 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # + $200.00 (paid at Building Division) 8. SMIP 9. OTHER 10. OTHER 11. OTHER At time of permit application, I was advised the above fees re required to be paid prior to issuance of the permit. These fees may be changed in the plan chec 'n process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notifi at items, 2, 3, 4, 5,'6, 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 -Building Division Yellow -Applicant Pink -Owner (rev: 3/05) 1 .1, . I 2.� -1013 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: p , n t7 111 (- L, -ASSESSOR PARCEL Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable 0 /, NUMBER Proposed Building Use: / V eiiy Permit Technician: ' Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. J�-- 1. Site 3 or 4 sets, signed by the of the ❑ 18. plans, preparer plans..f ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. _�IT- 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in ❑ 27. duplicate. ` ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these ❑ 29. must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form ❑ 13. Acknowledgement of building permit application withoutrequired clearances. 15L_14. 34. Other f r ����u f2� I°�i 1 jDJ a 1i 6,,S 2_ Se�-S Reipaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) p , 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable 0 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ 19. Erosion Control Plan Required......................................................................... 20. Fees as shown on the attached Schedule of Fees -Due Sheet .............................. ❑ 21. City of Chico Plumbing permit......................................................................... ❑ 22. Site plan and business license approval from the City of Biggs .............................. O /23. 24. California Department of Forestry pl n approval ❑ paid. Sent by: .... Planning approval for (A) Use: _6LL )Parking: (C) Parcel Check:... ✓... S as ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ �- 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ......................:.......... ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: qe' 37. Other: kG /.oJtlagSh,/J When issued Telephone 6 r / % " 0h P(, 4' nI nd hold for pickup I have been-igformed of the above items and requirements for obtaining a building permit. jC Applicant: 0 C i/� "' Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. dditio I items required ontracto designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by C2:0 Date: on ractor, 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: APlans approved by: En I Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: . Date: Yellow: Building Division ! '; QP¢T��NT O �U IrF o m p < p O pcouN�ys CLIC WOF . .De.part ent o Public oaks . 1 C o u n v y o f" B u t t o LAND DEVELOPMENT DIVISION J. Michael Crump, Director Storm Water Management Program 7 County Center Drive Oroville, CA 95965 . (530) 538.7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NIMES) Phase II Construction Storm Wafer Permit and Storm Wafer Pollution Prevention Plan (SWPPP) Acknowledgement- CREJ Project Description: Project Location and/or Parcel Number:. By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 `acre or more of land and that I, therefore, not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain " 'but when combined with subsequent phases total more multiple site build -outs of less than one acre thanone acre of disturbed soil. will require a Construction Storm Water Permit from the State Of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of Californi a. Regional Water Quality Control Board for a project that disturbs .one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification P , AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILAI'G,D�ISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 � INI IIIIII �IIIIIIII"IIIIIIIIII "� .. 2005—te30�74 1 % Recorded Official Records CoBUty Of CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:47AN 07 -Feb -2005 I REC FEE 10.00 I CONFORM 1.00 I I f I Myles I Page i of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; 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 County has 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: Sc—c- /4 mqc HC,o Date 2— Z—o6- S PROPERTY OWNERS: State of Californi County of 5u 1'9P,0 vG8-oy/-0ZI- On before me, J, personally appeared C49tJ C.AaT_e_e.P_ personally known 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. WITNESS my han and official seal. Signature Seal:KARYJ. Bi DWELL Commission #1381097 n UNotaryPublic- Califomia Butte County Wo A.P. #�� j// �- �.,� / My Comm. Exp. NOV. 08, 200 .' ORDER NO. BU -186818-3 DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• PARCEL 4,- AS SHOWN; ON THAT CERTAIN PARCEL MAP, RECORDED IN THE :OFFICE OF THE RECORDER OF THE .COUNTY OF: BUTTE, STATE OF CALIFORNIA, ON OCTOBER 24, 1978,.IN BOOK 68 OF MAPS.,, AT PAGE (S). 57. CERTIFICATE OF CORRECTION RECORDED.•OCTOBER 30, 1978, IN BOOK 2339, PAGE 288, OFFICIAL RECORDS. APN 068-360-018-000 PARCEL IIs A NON—EXCLUSIVE EASEMENT FOR THE' CONSTRUCTION AND MAINTENANCE, OF A SANITARY SEWER. SAID EASEMENT TO. BE 12 FEET IN WIDTH, LYING 6 FEET ON EACH SIDE.OF THE FOLLOWING DESCRIBED LINE. COMMENCING AT'AN ANGLE POINT IN THE SOUTHERLY AND EASTERLY LINES OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE' RECORDER OF THE COUNTY 'OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 24, 1978, IN BOOK 68 OF MAPS, AT PAGES) 5.7, SAID POINT ALSO BEING THE NORTHWESTCORNER OF THAT CERTAIN PARCEL DESCRIBED IN DEED FROM MATTIE R. LUND AND IRENE LUND PARKER TO OROVILLE SCHOOL DISTRICT, -RECORDED MARCH 31, 1965, IN BOOK 1366, PAGE r64, OFFICIAL RECORDS'; THENCE EASTERLY ALONG THE NORTH LINE OF 'SAID OROVILLE SCHOOL DISTRICT PARCEL'NORTH 88. DEG. 32' 07" EAST, 55.34 FEET TO THE TRUE POINT OF BEGINNING;. THENCE FROM .THE TRUE POINT OF BEGINNING; NORTH 187.61 FEET; THENCE EAST, 425.41 FEET TO THE EASTERLY LINE OF SAIDr PARCEL 1 AND THE END OF"THIS EASEMENT. r SITE PLAN REVIEW APPLICATION OSI Date: . S OS AP# Q� !R' `_ �!.% 0 — Permit Number (if applicable) APPLICANT 17VFO.RMATION Parcet Size: i Owners Name: ryt Owners Address: 621 Telephone No.: r! j �— 5.3 FIX 'Situs Address: Proposed Use: Residential _ ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home Residential Accessory, /1190-e ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ; ❑ Temporary Travel Trailer " ❑ Multi -family, Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑Industrial Addition ' ❑ Indusirial Remodel Other ❑ Septic M Well - ❑ Agricultural Exempt Building " ❑ Other: I f . f _ � DF.149WPMENTSER VICES INFORMATION For Staff Use , Appr ed Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Ouot�L_ Date e Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and -requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA- (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) Flood Zone: 11X" Flood Panel No.: 0. 49007G08''e25v Index Date: / ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------- —---- —--------------------------- —------ --------- --------------------------- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side S , r Side Street Rear 61 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 C i ~ Ap lcable Development Fees' .. -.. , ,, : t�, K� ¢;► Standard Fees Amount-� ? V Formula ' r a 1 ❑Fire V F] School* a ❑ Parks/Recreation ; ❑ Roads ❑ Sheriff - ❑ • Drainage „ ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other i. Subdiv Subdivision-Map Special Fees --------------- ---------------------- - -------------------------- ❑. Water Tender , ❑ Road Improvement , ❑ 'North'Oroville:Area ❑ Other (per map) * Check with school district to verify actual fee_ if pre -application review. ' A final determination will be'made at the time of t the building permit. Parcel Created By 1 Deeds: , Date -of Creation: Legal Access Provided: ❑ No. El Yes Deed of Reference: , F Legal Access Required ❑ No- ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No. ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑,No: ❑. Yes Comments: t {, t' ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑. Obtain a Merger El Obtain a Lot Line Adjustment El Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 171'of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements - t- ` Page 3 of 5 9 Subdivision Map/Parcel Map: (� �f �� X., ! Map Date of Recording: /6 % Q`I Lot: <? ❑ Use Permit/Minor Use Permit Permit Number: Book:_ l.�p� Page: /0 Date of Approval: Parcel Map/Subdivision Map[Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa FEE Page 4 of 5 a EI Summary of Specific Requirements: r This information provided in this summary is based on the application information and on the best available data at the time ..of review. a C:1LarryslBuilding Permit Site Plan Reviewl.doc L Page 5 of 5 ❑ a EI Summary of Specific Requirements: r This information provided in this summary is based on the application information and on the best available data at the time ..of review. a C:1LarryslBuilding Permit Site Plan Reviewl.doc L Page 5 of 5 OWNER'S STATEMENT WE. CHRIS CARTER AND SAMANTHA LRE CARTER. HUSBAND AND WIFE AS JOINT TENANTS, AS OWNERS OF THE LAND SHOWN IIF.RF.ON. AND MID VALLEY TITLE @ ESCROW CO.. TRUSTEE UNDER A DEED OF TRUST RECORDED MARCH 21, 2002• INST0.�IMETT NO 200241 37, A DEED OF TRUST RECORDED MAY 23.2002• INSTRUMCNT N0.2003-7730 , AND A DFFD OF TRUST RECY)RDED MARCH 5. 2004. INSTRUMENT NO. 20W-12447. DO HEREBY S'TA'TE THAT WE ARE THE ONLY PERSONS WHOSECONSENI' IS NECESSARY TO PASS CLEAR TITLE N SAID LAND AND WE CONSENT TO TIE PRHPARATION AND RECORDATION OF THUS MAP AS SHOWN WRHIN THE UISIINCI'IVUBORDFRLINES. *DEED OF TRUSTRECORDEO SEPT 22. 2004, INSTRUMENT NO 2W4 -5W7 WE IIERFAY OFFER FOR DEDICATION TO TIE COUNT' OF BUTTE. TIE FOLLOWING: A. OAKVALE AVENUE IV PER SIMPLE FOR PUBLIC S"IRF.LT, PUBLILC UTILITIES AND ALL OT{P.R PURLIC PURPOSES AS SHOWN ON THIS MAP. H. PUBLIC SHR\'ICR FASEM0ON, .AS DEFINED IN SECTION 8306 OF THE STATE OP CALIFORNIA STREET AND HIGHWAYS AYS CODE OVER, ON AND UNDER THOSE STRIPS OF LAND DESIGNATED AS 'P.S.F..', COT'T'AGE COVE DRIVE AND COTTAGE CREEK DRIVE. C. RELINQUISI{MENT OF ALL ABUTTER'S RIGHTS OF ACCESS ALONG THE OAK VALE AVENUE FRONTAGE OF {.OTS 1.2.3, 4. AND -A-. EXCEPT AT THE APPROVED ACCESS POINTS AS SHOWN HHR EON. WE HEREBY ESTABLISH FOR PRIVA'IIE PURPOSISTIE FOLLOWING: 1. IATA' AS A STORM WATER D} TENTION AREA FOR PLEASE I AND II OF CO'TT'AGE COVE: SUBDIVISION. 2. LOT'B' SHOWN AS COTTAGE COVE DRIVE AND COTTAGE CREEK DRIVE AS A NON-EVCLl1SIVF. EASEMENT FOR INGRESS, EGRESS, DRAINAGE SANITARY SEWER. AND UNDERGROUND PUBLIC UTILITY PURPOSES. SAID EASEMENT IS TO BE RESERVED IN DEEDS FORTHE BENEFIT OF LOTS 1 TRHOUGH 10. LOT 'A'. AND THE REMAINDER PARCEL. THE MAINTENANCE REPAIR AND/UR REPLACEMENT OF THE PRIVATE ROAD, SIGNS AND DRAINAGE PACILITISS SHALL BF. THE SOLE RESPONSIBILITY OF" THE LOT OWNERS BENEFITED. AS EST STABLISHED BY THE APPROPRIA'T'E ROAD MAINTENANCE AGREEMENT RLCOROF ) CONCURRENTLY HEREWITH. p � '�/ 9- C7IRISCARTGR, OWN ER DATE SAM NIH VIER DATE P.O. BOX 5055 P.O. HOX SUSS CHICO, CA 95966 CHICO, CA 95966 c �\ MID VALLEY E.AND ESCROW CO.,' RUSHEE DATE; ACKNOWLEDGMENT STATE. OF CALIFORNIAS.S. COUNTY OF BUf1E ^ ONQ\"'V�,2004.8 BE PER.SONALLV APPGRE `� V --`\f PERSONALLY KNOWN TO BC (OR PROV ED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PERSONS) WHOSE NAME(5) MARE SUBSCRIBED TO TIIE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT_IXECUTED THF. SAMEINAUIHORZEU CAPACITYHES) AND THAT BY SIGNAT)RIE(S) ON THE INSTRUMENT TIE PERSON(S) OR THE ENTITY UPON BEHALF OF WHICH THE PERSO"(S) ACTED, EKF.CUIE'DHE INSTRUMENT, W ITNESS MY HAND O'fAR'PUBLIC \ COUNTY COMMISSION F(MNFS ACKNOWLEDGMENT SI'A'I'E Or CALIFORNIA S.S. COUNTTT Y OF BUTTE } voi. BEFORF.M(�'\����-�S t� � pAR\'PI;BLIC PERSONALLI'nPPEARE��L NA IWOWr TO OG (OR PROVE U'IO MIE ONTHE BASIS OF SATISFACTORY EVIDENCE) TO HIE THE PERSON(S) WHOSE NAME(S)IS/ARE SLEHS(:RIIIED TO TIE W ITIIIN INSTRUMENT AND A(:KNOWIFDGFD TOME TIIAT_ EXF:L'UTROTHESAlNT;IN AU'I't1ORI%FUCAPAC..I'IY(IFS)ANOTIATBV_ SIGNATURE(S) ON TI IE INSTRIIMRN! TIE I'ERSON(S) OR,TIE ENI'1'IY UPON BF.IIALF OF W'HICII 'DIE PERSONS) ACTED, EXECUDED THT: INSTRUMESNI'. WITNF-SS MY HAND COUNTY 'SGNAI3IN � DTARV PUBLIC UA 'E �• �O\? N IIIWIy. �mp� COM.MI�`TON EXYIRFS PRINIEDN Mli ACKNOWLEDGMENT STATEOPCAI.IFORIOA COUNTY OF BUTTF. O.1 • "/ 2061, BEFORE ME lfL(/WFIL aff' 1'(i✓ _ NGTA YPUULIC.PERSONALLVAPPEARED i f PERSONALLY KNOWN TO HE (OR PROVL'D I'O Mt ON THE BASIS OF SATISFACTORY EVIDENCE) 'TO BE THE PERSON(S) WHOSE NAMF.(S) IS/ARP. SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO MF. THAT_ EXECUTED THE SAME IN_ AUTHORIZED CAPACITY(IES) AND THAT BY __ SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S) OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, (EXECUTED THE INSTRUMENT. WITNESS MY HAND _ate �>a� COUNTY SIGNATURE.NOTARYPUBLIC DATE, � s oo ru,r�'� #. l Elle ' CO 1N11SSION . (TIRES PRINTED N.4MF. CLERK OF THE BOARD OF SUPERVISORS' STATEMENT 1, PAUL MCINfOSH. CLERK OF THE BOARD OF SUPERVISORS, DO HEREBY STATE THAT ON 6.18 .20W. THE Hum.. couST' BOA RD OF SUPER VISOR'S OFFICIALLY APPROVED THIS FINAI. MAP OF THE (:017AGF. COVE SUBDIVISION PI I ASI! I. ITEMS -A-, -8-. AND -C- AS OFFERED IN -THE OWNER'S STATF.NUXf ARE ACCEPTED ON BEHALF OF TIIE COUNTY OF BUTTE, SHOULD THE COUNTY OF BUTTE DETERMINE PURSUANT TO GOVFRNMENT CODE. SECTION 46477.5 THAT THE PUBLIC PURPOSE FOR WHICH SAID PROPERTY WAS DEDICATED IN FEE SIMPLE. NO LONGER EXISTS, THE COUNTY SHALL RECONVEY SAID PROPERTY AS SHOWN ON TILS MAP TO THE SUBDIVIDER WHOSE NAME AND ADDRESS IS SHOWN IN THE OWNER'S STA7EM ENT ON TIIS SHEET, OR PITH SUBDIVIDER'S SUCCESSOR(S) IN IN rF:REsr. PAUL MCINTOSH CLERK OF TIE BOARD OF SUPERVISORS W4/ D fYM'� {O,1! IQGei4F3. A H RECORDER'S CERTIFICATE FILM THIS 7+4 DAY OFO�&,6,Qi ,2004, AT a M. IN BOOK IIx OF MAPS. AT PAGES /Q_/,s__ AT THE REQUEST OF FEENEY J24GINEERING. SERIAL Nl1M8GR,j n0 Y-QQ (/793 BUTTE COUNTY RECORDER CA/NT)T)) CE I. GRUBBS BY ?, DEPUTY �4 C GAIT 4� NOTE I. ALI. COMMON AREA LOTS (LOT -A-STORM WATER DETENTION AREA AND LOT "B'STREETS SHOWN AS COTTAGE COVE. ORVL AND COTFAGF.CRHEK DRIVE) AS SHOWN ON THIS MAP SHALL BE OWNED IN COMMON HY TI IC LOT OWNERS OF'I'I IIS SUBDIVISION AND THE REMAINDER LANDS AS SHOWN THEREON. 2. A RIGHTOF WAY AFFECTING THE PORTION OF SAID LAND AND FOR THE PURPOSE STATED HEREIN, AND INCIDENTAL PUIIPOSES El'R(: CONVHYANCEOFWATER RECOUDEO: NOVEMBER 18. 19U, IN BOOK ISI OFDEEDS, PAGE24L BUTTE COUNTY RECORDS. THF. EXACTROUTE OR LOCATION OF SAID EASENIF'NTIRIGHT OF WAY IS NOT DEFINED OF RECORD AND MAY OR MAY NOT AFFECT THE HEI F114 DESCRIBED PROPERTY. 3. A RIGHT OF WAY AFFECTING THE PORTION OF SAID LAND AND FOR THE PURPOSE STATED HEREIN, AND INCIDENTAL PURPOSES FOR: 4'PIPELINE RECORDED. APRIL 13, 1931, M ROOK 71, PAGE 37, 01'1'ICIAL RECORDS. THE EXACT ROIfTE OR LOCATION OF SAID F 3SF.MENTIRIGH'f OF WAY IS NOT DEFINED OF RECORD. SURVEYOR'S STATEMENT THIS MAP WAS PREPARED BY ME OR UNDER MY DIRIELTION AND IS BASED UPON A FIELD SURVEY LV CONFORMANCE. WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL URIDNANCF. AT THE REQUEST OF CHRIS CARTER ON MY. 200.3. 1 HEREBY STATE THAT THE FINAL MAP SUBSTANTIALLY CONPROMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP. THAT THE SURVEY IS TRUE AND COMPLETE AS SI IOWN. THAT ALL MONUMENTS WILL BF. SET IN THOSE POSITIONS INDICATED ON OR BEFORE SEPTENIBFR15,2004. THE MONUMENTS WILL BE SUFFTCIENI"IO ENABLE THE SURVEY TO BE RETRACED. c pa0FL45/q'• % A/ 2® Ko o m L EY (% RCE 2297+_ O REGISTRATION EXPIRES 12131N5 1j AIYR RN f 9f cAUIOR' COUNTY SURVEYOR'S STATEMENT 1, STUART (:DELI., DEPUTY COI IMV SURVEYOR 01' THE COUNTY OF RIfTTE STATE. OF CALIFORNIA. DO HEREBY STATE THAT 1 HAVE EXAMINED THE FINAI. MAP AND THAT IT IS SUBSTANTIALLY THE SAME AS APPEARED ON THE I'ENfA1I VE MAP AND ANY APPROVED ALTERATIONS THEREOF. THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT OF THE STATE OF CALIFORNIA AND LOCAL. ORDINANCE HAVE. BEEN COMPLIED WITH AND I AM SATISFIED THAI' THF. MAP IS TECHNICALLY CORRECT. ART WELL A� DEPUTY COUNTY SURVEYOR, COU^OY OF BU 7E RCE 29132 REGISTRATION rXPIRFS 301107 SUBDIVISION MAP FOR COTTAGE COVE SUBDIVISION PHASE I (A PRIVATE STREET SUBDIVISION) APN: 068-360-116 RSN: 2001-37259 PARCEL 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THIN COUNTY OF BUTTE, STATE OF CALIFORNIA. ON OCTOBER 24, 1978, IN BOOK 88 OF MAPS. AT PAGE(S) 57 AS AMENDED BY A CERTIFICATE OF CORRECTION RECORDED OCTOBER 30, 1978, IN BOOK 2339, PAGE 288, OFFICIAL RECORDS. A PORTION OF THE SOUTHRALF OF SECTION 14, T. 19 N.. R. 4 E., M.D.M. BUTTE COUNTY, CALIFORNIA FOR CHRIS AND SAMANTHA CARTER P.O. BOA 5055 OROVfLLE. CA 95966 BY FEENEY ENGINEERING 1250 EAST AVE. SUITE p10 CHICO. CALIFORNIA 95926 P: (530) 899-0409 F: (530) 899-0943 APRIL 15, 2004 SHEET l OF 4 3DOfi /l,,2 1`f io ""'TE \. COUNTY MON A. PER (RI) � m .42.0'57 1 '71.52 \ �' N✓• 1 i NN 1. WW 1 m\ r^r^ UI is ut � 'a D 0 (NO CAP) (EAST 1658.92')(R2) _._._._._ :! ' ' 'W .90' _-'-'-'-'-'-'-'-'-'-'-_ '-'-'-'-'- _. _._._;7._._.-.-.-.-.-.-._._._._._._._._._-- SEARCHED SEARCHED /r FOR AND FOR AND NOT FOUND NOT FOUND ( PER (R3) PER (R3) '1' RECORDS R1 RECORDED DATA PER BOOK 68OF MAPS AT PAGE 57 A�\ 1 _ _ _ ;:( p� '9� •'' R2 RECORDED DATA PER BOOK NGS'" • • In ,p 2r( 2339 OF OFFICIAL RECORDS REMAINDER fir. AT PAGE 288 CERTIFICATE o nQ n neo 9Z nO 1 Al O° 1 r' SEARCHED FOR AND i 0 E '762 q3 NOT FOUND E PER (R7) 1N '757 59,25 • _'+° 54.15 54,49 NOT FOUND PER (R1) TT SET." REBAR &CAP. RCE 22972 ' FD BU COUNTY MON A139 PER (R1) PARCEL 1 PARCEL 2 PARCEL 3 'RSN: 2001 PM BK 117 PM BK 117 PM BK 109 -31295/ PG 79 PG 79 PC 21 PARCEL 2 RST:2002-15321 �1T RSN: 92-07851 PM BK laa PC.B,. —_- PARCEL 1 M.O.R. SK 7 PC 56 ADJACENT PARCEL RECORDS VRWECIS 2Mr/toll-c..Ft[P/a..,/w3l-F.a.u-':;://a NTS lu” OF CORRECTION R3 RECORDED DATA PER BOOK W:^ 117 OF MAPS AT PAGE 79 R4 RECORDED DATA PER BOOK ?9a 60 OF MAPS AT PAGE 53 RS RECORDED DATA PER BOOK a 144 OF MAPS AT PAGE 8 p m R6 RECORDED DATA PER BOOK 49 OF MAPS AT PAGE 45 FD 3'i"IP NO TAG PER (R1) +F1� IP&CAP PER (R1) I � "',SEARCHED iFOR AND o�w i NOT FOUND jPER (R4) I I LOCATION MAP I SCAM: 1"=100' NTS' 1 FO -" IP BASIS OF BEARING PER (Ra) PARCEL 1 _ i PM 8K 60 PG 53 R) RECORDED DATA PER RECORD REFERENCES S r` `P n N14'22b3"W ALONG THE _y\!• tM) MEASURED DATA X FOUND AS NOTED } - ` RSN: 2001-49496 / SET R WITH PLASTIC CAP, RCE 22972 ! OR BK 2120 PARCEL 2 PM F----'- PC 299 - BK 49 - )ZI PG 45 i�'� / I RSN: 92-11148 `i X FND CENTERLINE MON. RSN: 1998-27008 i RSN: 2000-20010 SET 5-11 STD STREET SURVEY MONUMENT NOT FOUND LOT NUMBER 0 .i� RSN: 2003-02593 RSN: 96-006901]'; i•„`_ - i PARCEL 1 ' i PM BK 144 PG 8 RSN: 97-044218 i ! _ PARCEL 2 RST:2002-15321 �1T RSN: 92-07851 PM BK laa PC.B,. —_- PARCEL 1 M.O.R. SK 7 PC 56 ADJACENT PARCEL RECORDS VRWECIS 2Mr/toll-c..Ft[P/a..,/w3l-F.a.u-':;://a NTS lu” OF CORRECTION R3 RECORDED DATA PER BOOK W:^ 117 OF MAPS AT PAGE 79 R4 RECORDED DATA PER BOOK ?9a 60 OF MAPS AT PAGE 53 RS RECORDED DATA PER BOOK a 144 OF MAPS AT PAGE 8 p m R6 RECORDED DATA PER BOOK 49 OF MAPS AT PAGE 45 FD 3'i"IP NO TAG PER (R1) +F1� IP&CAP PER (R1) I � "',SEARCHED iFOR AND o�w i NOT FOUND jPER (R4) I I LOCATION MAP I SCAM: 1"=100' NTS' 1 FO -" IP BASIS OF BEARING PER (Ra) LEGEND l THE BEARING OF R) RECORDED DATA PER RECORD REFERENCES S r` `P n N14'22b3"W ALONG THE _y\!• tM) MEASURED DATA X FOUND AS NOTED CENTERLINE OF OAKVALE FOUND / SET R WITH PLASTIC CAP, RCE 22972 AVENUE BETWEEN COUNTY MONUMENTS AS CALCULATED POINT ULATE SHOWN ON R1. - )ZI POINT SEARCHED FOR AND NOT FOUND I SEARCHED X FND CENTERLINE MON. FOR AND SET 5-11 STD STREET SURVEY MONUMENT NOT FOUND LOT NUMBER 0 PER (R5)LOT DISTINCTIVE BORDER LINE LINE .FD IPM. ` -_ 1 ----- PHASE LINE ----- CENTERLINE RCE�2435r0;� /� PER (R1) (JO 9/� Op/9nj DETAIL A /// m n! -! SUBDIVISION MAP FOR PER'Y4(RI i COTTAGE COVE i SUBDIVISION PHASE I w w! I (A PRrvATE STREET SUBDIVISION) / i;�i N NI._._ APN: 068-360-116 RSN: 2001-37259 & / /-__ ;O! PARCEL 4, AS SHOWN ON THAT CERTAIN PARCEL ^ 1\TS(bi MAP, RECORDED IN THE OFFICE OF THE ^' i / 1 Z Zj - RECORDER OF THE COUNTY OF BUTTE, SPATE OF CALIFORNIA, ON OCTOBER 24, 1978, IN BOOK 68 OF MAPS. AT PAGES) 57 AS AMENDED BY A CERTIFICATE OF CORRECTION RECORDED DETAIL Br--- OCTOBER 30, 1978, IN BOOK 2339, PAGE 288. OFFICIAL RECORDS. % � � / jFD 3'a• IP PORTION `NTS � - - (R6) A OF THE SOUTHRALF OF SECTION 14, '4 !PER T.IB N., R. 6.. M.D.M. BUTTE COUNTY, CALIFORNIA FOR CHRIS AND SAMANTHA CARTER P.O. BOX 5055 ! SEARCHED OROVILLE. CA 95968 1 O I I FOR _AND (N OT FJOUND BY i PER (R6) FEENEY ENGINEERING DETAIL C / NTS / / i 1250 EAST AVR S 10 FO 7.g" BOLTAN CONC./// i FD �'� IP P; (530) 899-04 9CO F: A(530) 899-0943 N21"23'53'E0.44 / (N 89'08'02' E 620.17')(RI) i (NO TAG) PER (R1) ./ N 89.06'46' E 620.30' ___ _._._.—.—._._._------------------------------------------' � PER (R1) APRIL 15, 2004 - SHEET 2 OF 4 P - - -_ - - - ' FD 14" REBAR (NOCAP) - Fsj PER (R3) - - LSB 1.58 • - - _ • LI - • - • - - i2 .- _ - - > \ •4� ! i L3 I - a L45\ _ was _�I i 3TPE I - ,o - 'a, •'O.-`-- 40' IN FEE SIMPLEJ�0.23 AC 'F 0.22 AC :I REMAINDER - DEDICATED TO THE \ ? 01 / \j� i I^ I COUNTY OF BUTTE ` G1• I PER THIS MAP ,40. ' \ 02 - SCALE: t"=50' `� -- Lz; iiz - -1 LEGEND ` . '> COTTAGE I e (R) RECORDED DATA PER RECORD REFERENCES ,1 1 1.50 X FOUND AS NOTED Oi25 • - p11�- �- 0 SET J" REBAR WITH PLASTIC CAP, RCE 22972 l _ CREEK DRIVE I 0 CALCULATED POINT 1 w PSE , �4�]/ ^ 1 7K FND CENTERLINE MON., PER B.C. STD. 5-11 TE. __ _ L23- _ _ 1 - A SET S-11 STD STREET SURVEY MONUMENT \T ', �.� "' 3 YP '` j I OS LOT NUMBER & LOT ACERAGE ` 1 O N '1 I _ _ _ PROPERTY LINE 0.21 AC1 I LOT LINE " ABUTTER'S RIGHTS 1 G, 30' , sl PHASE LINE OF ACCESS ,'' i In.- 1 Oj .I CENTERLINE , REUNOUISHED ---' >I I �- PUBLIC SERVICE EASMENT PSE) �' L4Oi ' I` � � � �O .; _L . �,' --� � 1 0.26 AC 1 I RELINQUISH ABUTTER'S RIGHTS ''� -�- 1.3, �' _ -_ -- - CALCULATION LINE . - ` ti u : 1� I .• 112P SE Typ ' 1C , - G� _ > o,�. 0.21 AC o . TT: 'RECORDS ,Y _ ---�\ - R3 RECORDED DATA PER BOOK • G L?9 •-' l - 1 \I 117 OF MAPS AT PAGE 79 �- ,LT1 `;� ..� -' 'l y -, 7 G .• _- 0.22 ac G ti 11 -SUBDIVISION MAP `� 1� I 1T ' RADIAL BEARING. TA L: ; O - �1 1.36 ! 1 _ • LINE BEARING - ',�� 0.20 AC �1 - FDR t N75 -18'34"E --C ` ',� 10 1l 'COTTAGE COVE 2 S60'OB'SB"E ' ' 1 ,; - 1 - (q9�0 1 0.24 AC 1 m 3 - S6 -7 /' cy-'� SUBDIVISION PHASE I a S78'44.45 W (A PRIVATE STREET SUBDIVISION) - , °c i-�..1 APN: 068-360-116 RSN: 2001-37259 1.56 - 1 110' PSE ' 'L P� ,� - B _ _R9 G6 Q Oa 1�7 GTYP L•` 1y, PARCEL 4. AS SHOWN ON THAT CERTALN PARCEL `. I 6._'" O ' ., �3� - COrr _�-'�( , YAP. RECORDED 1 TRE OFFICE OF THE 'CURVE TABLE 1.65 AC \ L53,i"T RECORDER OP THE COUNTY OF BUTTE, STATE CURVE LENGTH RADIUS DELTA C7 y�Cis -- - SEX DRIVE I OF CAI2PORNIA:'ON OCTOBER 24, 1978, IN BOOK Cl 118.81 90.00 75'38'21' CR Ltli . �' 88 OF. MAPS, AT PAGE(S) 57 AS AMENDED BY A C2 26.40 20.00 75.37'57' 1 A CS CERTIFICATE OF CORRECTION RECORDED C3 36.43 20.00 104.22'03' OCTOBER 90, 1970, IN BODE 2999; PACE 288, C4 46.91 30.00 89.35'07' 0.23 AC - OFFICIAL RECORDS. ABUTTER'S RIGHTS A PORTION OP THE SOUTHHALF. OP SECTION 14, CS 139.50 90.00. 88'48'22' - 1 1.,2 �' 1.61 T. IB N:, R. 4 E., M.D.M. OF ACCESS C6 16.08 6.00 153'35'57' REUNOUISHED 1 ``V ' 8UTTE COUNTY, CALIFORNIA C7 128,84 52.00 141.57'26' ! ' C8 8.77 3.00 167.34'44' - C9 31.42 20.00 90'00'00'F 11 FOR CHRIS AND SAMANTHA CARTER C10 31.a2 20.00 90.00'00' NT CIL 18.96 - 8.00 135.46055' P.O. BOA 5055 CIE 122.94 52.00 135.27.32' OROV=. CA 95988 - C13 HIRE 6.00 179.40'37' C14. 15.04 60.00 14.21'39' - - BY _ CIS 79.21 60.00 75.38.20• FEENEY ENGINEERING C16 12.54 50.00 14.22'04'- - _ 1250 C17 46.91 60.00 EAST p 10 CHIC44.47'34• - - EAST AVEE F CIS46.91 60.00 44-47'34,1- P: (530) 889-0408 F: (530) 898-0943 - APRIL 15, 2004 SHEET 3 OF 4 - LINE TABLE • LINE_. LENGTH I BEARING L1 110.78 N89'59'36'E L2 160.79 N89.59'36E - L3 80,35 N89'59'36'E L4 120.04 S00'10'51'E L5 60.00 S00'10'51'E L6 88.95 - S00'10'51'E L7 55.71 S13.57'42'E L8 76.15 N82.59'43'E L9 133.98 S13'57'42'E LIO 60.00 S13.57'42'E L11 144441 S76.02'50'V Lit .204.35 S76.02'50'V L13 100.46 S14'22'03'E . L14 84.82 S14'22'03'E LIS 58.96 514 22'03'EIG L16 78.96 S14.22'03'E L17 79.03 S14.22'03'E LIS 130.47 S14.22'03'E1 1.19 72.31 - S14.22'03'E L20 38.51 N14.22'030V,� L21 45.04 N90'00'00'V 1.22 80.35 N90.00'00'W L23 99.96 N90'00'00'W 1.24 91.67 S14'22'03'E LES 96.821--S14.22'03'E L26 71.59 S14.22'03'E L27 68.81 N76'02'S0'E L26 75.59 N76.02'S0'E�, 1.29 75.00 N75'37'57'E L30 58.96 N14'22'03'V L31 78.96 N14.22T3'W L32 79.03. N14'22'03'W 1.33 88.95 N14122'03'W� L34 120.03 S00'10'51'E • . L35 100.00 - N75'37'57'E L36 99.31 N75'3757E L37 143.20 S13.57'42'E L38 102.09 S13'37'42'E L39 115.00 N75'37'57'E 1.40 115.00 N75•37.57•E L41 115.00 N75.37'57'E L42 43.14 N14.22'03'W L43 436.81 N14.22'03 -W -L44 135.00 N14.22'03'W 40.00 - N75.37'.57 -E L461 87.74 N89'59'36'E L471 91.74. S14 -22'03'E 1.48 10.00 N75'37057'E L49 40.00 N75'3T57'E L50 99.96 N90.00'00'E L51 263.31 S14'22'03'E 1.52 46.77 Sl4'22'03'E 1.53 144.41 N76'02'50'E - L54 • 10.00 S75'37'57'W 1.55 135.00 S75.37'57'W L56 40.00 S75'37'57'W L57 41.11 S13'ST42'E 1.58 351.92 N09'59'36'E 1.59 268.99 S00.10'51'E L60 193.98 S13.57'42'E L61 348.77 S76.02'50'W L62 605.00 - N14.22'03'W L63 371.52 • S20'32'54'E L64 154.49 N00.38'18'E L65 39.41 - S14'22'02'E L66 50.00 S14.22'03'E L67 40.00. S76'02'50'W L68 41.29 N89.59'36'E L69 326.22 S14.22'03'E 1-701 14.23 1 S14.22'03'E C - ,O ©'I 1 50 BA TYP .. - ON INTERN •. .. R. ' 50' BA TYP' ON INTERIOx ,O 1 50' BA ' 1 I SCALE: 1'_100' 5I BA s �NTERIOR . ..... �'' �' \ I LEGEND , e•-1�\ O exfM- /��� .S \ LOT NUMBER PROPERTY INE i•t 5 4- i ` I ' LOT UNE - - .:\ ---- PHASE LINE .50' i / _. . \ CENTERLINE BUILDING SETBACK UNE 50' 8SL EACH SIDE FROM \ SECONDARY LINEAMENT - THE ADDITIONAL INFORMATION SHOWN ON PHIS SHEET S FOR INFORMADESCRIBINGONAL PURPOSES. DESCRIBING -"' C(INDIDONS AS OI; TT IE DATE OF FILING, AND IS NOT INTENDED TO AFFECP RECORD TLi INTEREST. - I - \ I SUBDIVISION MAP NOTES: I I FOR I. DUST G04UATED BY THE DEVELOPMENT ACTIVITIES SHALL BE KEPT TO A 3.. A DEVELOPMENT IMPACT FEE FOR SCHOOL FACILITIES SHALL BE PAID PRIOR COTTAGE COVE. MINIMUM WITH A GOAL OF RETAINING DUST' ON TRH STMFOLLOW TILE DUST - TO ISSUANCE•OF BUILDING PER.MIIS. THE FHL' AMOUNT WOULD RE / CONTROL MPJSURE•S LISTED BELOW: DETERM INED AND CALCULATED AS OF TI IF DATE. OFAPPIJCAnON FOR T IF, - SUBDIVISION PHASE I A.-DURLNGCLP.ARINC;GRADING:EARTHMUVING,EXCAVATION,OR SUILDINGPF.RM ITS. - (A PRIVATE STREET SUBDIVISION) ' - TRANSPORTATON OF CIR'OR FILL MA I'ERIAIS, W'ATERTRUCKS OR SPRINKLER 4. A DF.VELOPM ENT IMPACT FIE FOR SHERIFFS FACILITIES SHAH BE PAID , SYSTEMSARBTOBEIISED'I'DPREVFM DO$'I' FROM LEAVING'THE SITE. AND TO PURSUANT TOTHEPROVISIONSOI'CHAPTER3,ARI'ICLF,IIOFT111i R11TT; COLINYCOD$ T PRIOR TO ISSUANCE OF BUILDING rHRMITS. THE FEE AMOUNT I APN: 068-360-116 RSN: 2001-37259 CRCA'I'F.ACRUSI'AFTER FACHOAY'S ACIIVITIE•SCEASE WOULD BE DETERMIINF,D AND CALCULATED AS OF THF'. DATB OF APPU(:ATION R. DURING CONSTRUCTION, WATER TRUCKS OR SPRINKLER SYSTEMS SHAUZBE FOR THE BUILDING PENITT. / � - PARCEL 4. AS SHOWN ON THAT CERTAIN PARCEL USHUTOKEEP ALLAREASOF VEHICIHMOVEMENT DAMP FNOUGH TOPREVENT' - - S. NO STRUCTURIS SHAI,I. bE PLACED WRHIN'TH1550•FOOT SL'CUNDA0.Y NAP. RECORDED OFFICE OF DUST FROM LEAVING THO SI TE AY AMINLMUM,TIIISWOUIDINCLUDL' _ WETTING DOWN SUCII AREAS IN'E LATER MORNING AND AFTER WORK IS IH LINEAMENT BUILDING SETBACK AS DEPICTED. _ - ST RP.CORDER OF THE OUMY OF BUM.SEATB C N COMIPLF.TEU FOR'IHE DAY AND WHENEVER WIND RXCEEDS 15 MOLES FER HOUR. / I OF CALIFORNIA, ON OCTOBER 24, 1978, IN BOOK A. DEVELOPMENT OF PARCMS WILL REQMRF, CONNECTION TO A PUBLIC 68 OF NAPS, AT PAGE(S) 57 AS AMENDED BY A C SOIL STOCKPILED FORMORE TIANTWO DAPS SHALL RECOVERED,KEPT SANITARYSEWER - / - CERTIFICATE OF CORRECTION RECORDED MOIST, OR TREATED WTI H SOIL BIMIRRSTO PREVENT DUSTGENERA'DON. �' 7. UEVELOPMENTUV PARCELS WILL REQUIRECONNECTION TO A PUBLIC I ' OCTOBER 90. 1970, IN BODE 2999, PAGE 288,E 2. DURING CONSTRUCTION. SHOULD ANY ARCHAEOLOGICAL ARTPACTS HE WATER SUPPLY. / OFFICIAL RECORDS. A PORTION OF THE SOUTEDIALF OF SECTION'14, DISCOVERED, THE PLANNING DIVISION SHALL RFNOTFIED mMEMATELY,AND ALL WORK SHALL LEASE UNTIL QUALIFIED. ARCIIAP.OLOGISTRAS EXAMINED - S. LAND UES WITHIN THE BOUNDS OF TIE OROVILLC WYANDOTTE IRRIGATION/ _ I T. 19 N.R. 4 E., N.D.M. ' TIF. ARTIF.\CTS ANU THE SII E AND SUBMITTED HIS OR HER FINDINGS TO THE DISTRICT. _ E1T1TE COUNTY, CALIFORNIA PIANMNGDIVISION,ANI)RECOMMD4DEDCLE"ANCETOCONITNUE RECOMMIENCF' ENT OF CONSTRUCTION SHALL BE UPON THRAPPROVALOF 9. LANDS LIES WITHINTHF:BOUNDSOFLAKE OR OVILLEAIUi\YI)BI.IC IO'ILITY FOR THE PLANNING DIVISION. DISTRICT..' / CHRIS AND SAMANTHA CARTER - / - P.O. BOR 5055 'OROVILLE. CA 95988 - BY \ I FEENEY ENGINEERING - - - - 1250 EAST AVE B 10 CHICO, CA P: (530) 899-0409 F: (530)'899-0943 _ , _ —. — — . — • — — - — - — APRIL 15, 2004 SHEET 4 OF 4 IkW: GE.ND isiOXCM 2JJ!/ OiT-CePtEA/C:p/1053-IP.tr.p- t/t `i 4. _ _ - Soil Properties and Loading Data: h a n r a'Y" fl Y'h2 FACTORED SHEAR AND MOMENT FROM SOIL EFP = 20 50 Drawn By: Neil O. Anderson Scale n/a 85 h (ft). M, (ft -lb) VS (lb) K (ft -lb) Vr, (lb) MS (ft -1b) Vs (lb) 1.0 6 17 14 43 24 72 1.5 19 38 1 48 96 81 163 2.0 45 68 113 170 193 289 2.5 89 106 221 266 376 452' 3.0 153 153 383 383 650 650 3.5 243 208 607 521 1033 885 4.0 363 272 1 907 680 1541 1156 4.5 516 344 1291 861 1 2195 1463 5.0 708 425 1771 1063 3010 1806 5.5 943 514 2357 1286 4007 2186 6.0 1224 612 3060 153.0 5202 2601 6.5 1556 718 3891 1796 6614 3053 7.0 1944 833 4859 2083 1 8261 3540 7.5 2391 956 5977 2391 10160 4064 8.0 2901 1088-1 7253 2720 12331 4624 8.5 3480 1228 8700 3071 14790 5220 9.0 4131 1377 10328 3443 17557 5852 9.5 4858 1534 12146 3836 1 20648 6521 10.0 5667 1700 14167 4250' 1 24083 7225 10.5 6560 1874 16400 468627879 7966 11.0 7542 2057 .18856 5143 32055 8742 11.5 8618 2248 21546 5621 36628 9555 12.0 9792 2448 24480. 6120 41616 10404 12.5 11068 2656 27669 6641. 47038 11289 13.0 12450 2873 31124 7183 52911 12210 Note: Two main simplifying assumptions were made in the following calculations for the "standard" pool plan. Both these assumptions assume worse case scenarios of 1) the " pool is empty all of the time and 2) the pool walls are infinitely long, which allows for a straight forward 2 dimensional design. Depth = h (ft.) EFP (Equivalent Fluid Pressure) = K,Y' Ms (moment induced on wall by soil) = Pa 1/3h V, (shear force induced on wall by soil) = 1.7Pa Soil Properties: Normal 'y' = 120 pcf 33° Expansive y'= 125 pcf �' = 26° Rankine: Level a = OD PROJECT: Standard Pool Plan Calculations NEIL O. ANDERSON '404 A N D A S S o c i A T e S Drawn By: Neil O. Anderson Scale n/a 902 INDUSTRIAL WAY 0 LODI, CA 95240 Date: _ January 2, 2003 Page 2 of 22 _ 1— sinrp' Ka '1 + sin ro' . Sloped a = 25° „ cosa — Cosa 2—cos(P.2 1 Ka = Cosa + Cosa z — Cos (P z Various Moment Capacities/ Strength Method•' f c (psi), minimum compressive strength of shotcrete = 2000 fy (psi), yield strength of reinforcing steel = 49,000, (grade- 40) y d (in.), effective depth = Given, (thickness of shotcrete minus, 3 "-min. cover) b (in.), unit width = 12 AS (in 2), cross sectional area of reinforcement =Given p(reinforcement ratio) = AS / bd max. value = 0:75 Pb , pb = 0.0247 ' fy .. 87,000fY (3, = 0:85 when f C < 4000 psi Therefore max. p = 0.01$6 , (flexural strength capacity reduction factor)'=.0.90 Ma (ft-lbs), allowable flexural strength = 0:90AS fy (d.- a/2)/12 a Depth of equivalent compressive block = (As fy)/(0.85f'�b) Va (lbs.), allowable shear strength = 2 sgrt(fj b d 0.85 NEIL O. ANDERSON PROJECT: Standard Pool Plan Calculations A N D A S S o C I A T° E S Drawn By: Neil O. Anderson Scale n/a 902 INDUSTRIAL WAY • LODI, CA 95240 Dater January 2, 2003 Page_3 of 22 Resisting Moment of Poo1.Wa11 and Radius:. ` yor i • J . i ' PROJECT:. Standard Pool Plan Calculations NEIL O. ANDERSON A N D A S S b c I A r E S Drawn By: Neil O. Anderson Scale n/a 902 INDUSTRIAL WAY • LODI, CA 95240 Date: January z. 2003 Page 5 0£ 22 Resisting Moment of Pool Wall and Radius (continued Spread Sheet Program: R, radius= Given D, depth of beginning of radius = Given h (ft.), depth of section (location being analized) = Given t (in.'), thickness of gunite at section = Given; ap (radians),, angle. of front of section = if (h - D > 0) then = sin"' [(h -D) / R] otherwise = 0 at, (radians), total angle of section.= if (h - D > 0) then = Eap (previous) otherwise = 0 as, (radians), angle of section = if (h - D>'0) then = ap - at otherwise = 0 xc(ft.),,horizontal distance of -lead centroid of section = if (h - D > 0) then = (R + t/2)cos(ap) otherwise = R + t/2 xms (ft.), moment arm of section = if (h - D > 0) then = (R + t/2)cos(at + 1/2 as) - x otherwise = 0 L (ft.), length 'of section = if (h - D >'O) then = 2-a (R + t/2) as / 360 otherwise = h - h (previous) Wt, (lbs.), weight of section = Lt (140), (assume unit wt. of gunite & rein. = 140 pco Wtst (lbs.), total weight of previous sections— EWts. (previous) ' Ms (ft -lbs), resisting moment of section = xms Wts xmc (ft.), horizontal distance from previous section lead centroid to current- PROJECT: standard Pool Plan Calculations j NEIL O: ANDERSON A N D ASSOCIATES . Drawn By: Neil O. Anderson Scale n/a Date: 7anuary 2.2003 Page 902 INDUSTRIAL WAY •'LODI, CA 95240 D 6 of 22 Reinforcement and Gunite fhi (ckness-Requirements 6.0' Depth RESISTING MOMENT 7 a ' Pool Wall Radius` ft. _ _ 3 Depth to Radius ft. = 3' h(ft.) t(in.) a ,. ._6,.• a, y,L, : Wt, Wt, M. K 'M, 0 Z 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 •'- , 0 0.000xM 2:0 ` 6.00 0.00 0.00 0.00 3.25 0.00 1.00 70. 105 0 0.00 3.0 '6.00 .0.00 0.00 0.00 3.25 0.00 1.00 w 70 175 0 0.00" 0; 3.5 6.00 0.17 0.00 0.17 '3.20 0.03 0.54 38 245;, 1 , . ' 0:05 y12 4.0 '6.00 0.34 1 0.17 10.17 3.06 0.08 ` 0.56 39. 283 3 0.14 .55 - 4.5 6.00 0.52 1 0.34 10.18 2:81 0.14 0.60 • 42_ . , 322 6': 0.25 5.0 i6.00 0.73 0.52 10.21 2.42 0.21 0.67 47 364 , '. 10 0.39 2 29dk" 5.5 6.00 0.99 0.73 10.26 1;80 0.33 0.83 58 411 • 19; 0.63 571 6.0 6.00 1.57 0.99 10.59 0.00 0.94 1.90 133 469 125 1.80 xd 538?: 6.5 16.00 ERR 1:57 ERR ERR ERR ERR I ERR 602 ERR ERR, HERR- 7.0 ;6.00 " ERR ERR ERR ERR ' ERR ERR. ERR `. ERR ERR: ERR 4:ERR 7.5 6.00 ERR ERR ERR ERR ERR ERR: ERR° ERR' ERR" "ERR „ERRS 8.0 6.00 ERR ERR ERR ERR ERR ERR^ ERR' ERR ERR ERR r;ERR5. 8.5 6.00 ERR ERR ERR ERR ERR ERR -' ERR ERR `- ERR 'ERR ' %ERRt 9.0 6.00 ERR ERR ERR ERR ERR ERR`. ERR ERR ERR ERR sERR., 9.5 6.00 ;ERR ERR ERR ERR •ERR :ERR` ERR ERR' ERR 'ERR: -ERR. 10.0 6.00 ERR ERR ERR ERR ERR ERR' ERR ERR ERR, ERR 1`ERR<> 10.5 6.00 ERR ERR ERR ERR ERR ERR. ERR ERR ' ERR ERR . '.ERR` 11.0 6.00 ERR ERR I ERR ERR ERR. ERR ERR ERR ERR" ERR . iMRRF' 11.5 6.00 ERR ERR' ERR ERR ERR ERR' ERR -'ERR ERR ERR l R..RS' 12.0 6.00 ERR ERR ERR ERR ERR ERR + ERR . ERR :• ERR ERR "ERR-:: 12.5 6.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ;ERRW`!. 13.0 6 ERR ERR ERR .ERR ERR I 'ERR ERR ERR ERR ERR ;.ERRS: MOMENTFROM SOIL RESULTINGDESIGN MOMENT EFT&7 50 85 i Resulting Moment = M, - M, h Vs . -Ms Vs Ms Vs h ft.) a • EFP= . 35„ `'EFP= 50 EFP= 85 alt grt alt grt alt rt 1 18 f8 ?. '25 � 1'4J: .43 1.0 s "'x6; ; . 0 6 0 60>8 ri4�: 1. 6 2 70 "6j :100 yy11:3;> 170 2.0' q 47 0 6 67. 0 6 1A 3 . i k 6-3 158 225A E 225 3838: 383 3.0 _ y;�1:SB;p i 0 6 7.5,,'225�u -' 0 6 1 6 3.5 82501 214 w3.5T�4, 306 b;6( Z_ .: 521 3.5 :��238 0 6 34$ 0 6 595> 1 6 4.0 . x;373.;: 280 �533A 400 907: 680 4.0 .,.' r $1'8 0 6 478s :. 0 6 851T 1 ` fi 4.5 1532A: 354 A 759: 566 ,;1291;: 861 4.5 M1 390x{: 0 .6 _ 51.8 M. 0 7 1;1,4„9 . 1, 7 5.0 32729V' 438 j1042:: 625 , 1771' 1063 5.0 x,435 nr; 0 ' " . 6 747 s, 0 7 14,77 1 8 55 971 529 X1386; 756 X235.7:: 1286 5.5 x,400, . 0 6 816 0 8 4s,1;7,86a' 1 8- 6 0 6.0 1:260,> 630 y180q 900 X3060; 1530 6.0 .27.4W .' 0 6 , 262:"x; 0 8 X1522;: 1 8 6.5 602i; 739' 226T: 1056 389;1e< 1796 6.5 ERR . - 4; ERR'.; s;ERR�: 700 )2001= 858 2858' 1225 48.59 2083 7.0 • i4 ERRS; ERR' HERR 7.5 2 .01. '. 984 )3516;'. 1406 5977; 2391 7.5 .ERRS ERR E ERRxj 8.0 2987x; 1120 x4267,% 1600 ri7253: 2720 8.0 �ERR:ERR; . N ERRS 8.5 0582 1264 ,5118;: 1806 .8700? 3071 8.5 ERR? 5 ERR;; ERR °1 Y4253:; ,1418607,.5.?: 2025 10328 3443 9.0 7 ER 9 ERR 9.5 lkiAKIK 1579 714:5% 2256 121:46 3836 9:5' `a,ERR:: ?,ERR ;tERR; 10.0 ;5833:; 1750 8333;: 2500 14.1:67 4250 10.0 . '^ ERR,,:F, ERR 13-5 7,!7 , `! 1929 9647;: 2756:.1.6400 4686 10.5'ERR? 11 0 f7,764J2118 11092 3025 1:8856 5143 " •11.0 `' ?ERR.�:ERR< w'ERR; 11.5 ?8872 2314 1267.4: 3306 2ti546 5621 1 11.5 ERR1<;:., ERRS`ERR; 120 1;0080 2520 14'400 3600 24480 6120 12.0 �T ERR.s: ERR:2ERR 12 5 11393 2734 116276 3906 '27669 6641 12.5 13 0 1,291;6 2958 .18308 1225 31: -24 7183 13:0 ERR ;: ' � ERR:x: s E R RI, I. t 3 j t • 'Reinforcement and'Gunite Thickness Requirements 7.0' Depth .,RESISTING MOMENT, ° = ; 1 „ Pool "Wall Radius (ft.) = 4 Depth to Radius (ft) _ 3 x. xm L. Wt,, ,Wt„ M. X_ M,- -0 0 t� ; 1.0 9.00 0.00 0:00 0.00 4.38, 0.00 1.00 ' 105- 0 0 0:00 0 2.0 ', 6.00' 0.00 0.00 0.00 4.25 0.00 1.00 70 105: .0 0.00 x0,' 3.0 6.00 ' 0.00 _0.00 0.00 4:25 0.00 ,1.00 70 175 .- 0 a - 0.00 r0 3.5 6.00 0.131 0.00 0.13' ' 4.22 1 0.02 0.53 37 245- 1 '0.0319x,: 4.0 6.00' 0.25 0.13 1 0.13 4.12 _ 0.06 0.54 " "38 . 282 2 0.10 4.5 6.00 0.38 .0.25 0.13 3.94 0.10 0.56 '39 320 4, :'0.18 u1100yi . 5.0 6.00 0.52 0.38 0.14. 3.68 -0.14 - 0.59 41 _ 359 6, 0.26 5.5. 6:00 0.68 0.52 0.15 3.32 - 0.19 0.64 45 ' 401 9' 0.36 6.0 6.00 0.85 0.68 0.17 2.81 0.26 0.73 51 " " 446 14 0.51' 592> 6.5 6.00 1.07 0.85 0.22 .2.06 0:39 0.92 65 ' 497 4 25 7 0,75 a 99nE: 7.0 6.00 1:57 A07 . 0.51 0.00 1.06 2.15 150 562- 160 2.06. �23 i T.5 16.00 ERR 1.57 ERR ERR ERR ERR ,ERR 712'.; ;ERR ERRERW: K. 8.0 6.00 ERR ERR ERR ERR" ' ERR ERR ERR ERR >ERR ERR'':ERR*< 8.5 6:00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR. b ERRK> 9.0 6.00 ERR ERR ERR ERR ERR ' ERR ERR ERR ERR' ERR $ERRS: 9.5" 6:00 ERR ERR ERR ERR ERR ERR ERR ERR ERR: ERR ERR: 10.0 6.00 ERR ERR ERR ERR ERR ERR .ERR I ERR ERR' 'ERR. HERR+ 10:5 6.00' ERR ERR ERR •ERR ERR" ERR ERR ERR ERR ERR . sERR?' -11.0 6.00 ERR ERR ERR `ERR ERR ERR `ERR.: :ERR' ERR ERR ;ERR?; 11.5 ' 6.00 ERR ERR ERR ERR ERR ERR ERR ERR, g ERR 'ERR, ;ERR::: 12.0 6.00 ERR ERR ERR ERR ERR ' 'ERR ,ERR ERR ERR ' 'ERR j ERRS ,12.5 6:00 ERR ERR ERR ERR ERR ERR ERR -ERR', ERR fRR ;ERR1r 13.0 6.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR =ERRS; MOMENT FROM SOIL RESULTING DESIGN MOMENT . EFP= 35 50 85 Resulting Moment = M. -M,' . , h(ft.) M, , V. M; . V. M6. V, . h(ft.) : EFP= 35... EFP= " ' 50 EFP= .85 . alt grt .,.all grt alt grt ` 188? 25 '1;4x: 43 1.01.:6.x 0 6 0 6 14: 0 7 2.0 #"47: 70. ,;67 100 ,x1.3',3.„i 170 2.0 0 6 ;yx$7; 0 6�t:1,13 0' 7 3 0 " 158; 158 ; 225.: 225 °;383„! • 383 3.0 158,;1: 1 6 ,. v225.x; 1 6 . 383 1 7 3.5 i250r 214 ;5357 306 607;':' 521 3:5241; 1 6 ?348 1 - 6 1 7 4&0 -7475 37,,3 280 X533 400 907 680 4`.0' �x333n: 1 6 :4 93 : 1 '' 6 867 1• 7. 41532. 354 f759 506 (;}291 :; . 861 4.5 43'2 1 6 - ) 659> 1 6 1 1191K 1 7 . 5.0 ^72TjjP 438 i1042.> 625 2,17,71: 1063 5?0' X530?. 1 . ," 6 , . ;#,843,x„ , 1 6 X1;572;? 1 8 565 C,971,� 529 :-1;38fi> 756 235.7,x: :1286:. 5.5618 1 6 1'034: 1 62004 1 9 60 11280,; 630' :,1,8006 .900 X3060;,: 1530 6.0 (668y; 1 6> 6;1208: 11 7 172468 Y 10 6.5 739 1 2'150.1 1056 3891`' 1796 6.5 610.ia: 1 6 4 296 1 T � 11- 7.0 x200] : 858 ?2858:; 1225 4859 ; 2083 7.0 308;:; 1. 6 Al" 550th,, 1 7255,1` 7.5 24fi1$: 984 1406 ' 5977" .2391 7.5 xERR,i: '' : t.; ERR'??: ERR 8.02987: 1120 44267 1600 .7253: 1600 2720 8.0 , ERR: *ERR; a;E.RR; � 3582��., 1264 '5ji18` 1806 87 .'qZ 3071 8-8.5 8.5 i ,ERRx, ;1s ERRS: s; ,;,ERRS 9:0 4.253y; 1418 ?607,5: 2025 1`0328;; ` 3443 9.0 „ERR`. ER�i .. XERR 9.5 y50Q1' 1579 .7145: 2256 121:461; 3836 9.5 ERRS:; " ERR,'> ERR; 10.0 '5833r 1750::8 2500 14:1;87: 4250 10.0 4 ERR!: ?: ERRS: 105 p6753: 1929 `9647 2756 "16400;; 4686 10.5 HERR; rt.ERR; HERR 11.0 �77fi4''; 2118 ;1.1092 3025 X18856;: 5143 11.0 ERR< ERRx:. bERR,f .11.5, ; 887;2; 2314 12674 3306 ,21546:: 5621- 11.5 ERRS: - ERR1G �ERR.t' 12 0 h1.0080E; 2520 :1440.0 3600 24480: 6120 12.0 ,ERM: ; ERRS" : ,;ERR , 12 5 41393: 273411'627.6 •3906 '27669; 6641 12.5 ,, ERR. ; s ERR.?s r ERR 13.0 1:28;16; 2958 ;1830.8 4225 .:31124: 7183 13.0 R Reinforcement and Gunite Thickness Requirements 8.0' Depth RESISTING MOMENT ' Pool Wall Radius (ft: ),= 5 Depth to Radius ft.) _ 3 h ft. fin. 6. a &, X L W W M z.. M 0 1.0 9.00 0.00 0:00 0.00 5.38 0.00 -1.00 • 105 0 0 ` 0.00 0 2.0 6.00 0.00 0.00 0.00 5.25• 0.00 1.00 70 105 0 0.00;0,":;. 3.0 6.00 0.00 0.00', .0.00 5.25 0.00 1.00 70 175 0 0.000: 3.5 6.00 0.10 0.00 0:10 5.22 0.02 0.53 37 245 1 0.03 4.0 6.00 0.20 0.10 0.10 5.14 0.05 0.53 37 - 282 2, 0:08.,.31;: 4.5 6.00 0.30 .0.20 0.10 5.01, 0.07. ,0.54' 38 319' 3 0.14 :��78 5.0 6.00 0.41 0.30 0.11 4.81 0.11 0.56 39' 357 ' 4 0.20 �52T 5.5 6.00 0.52 0.41 0.11. 4.55 ..0.14` 0:59 41 396 "' 6 0.27 6.0' 6.00 0.64 0.52' 0.12 4.20 0.18 0.63 44 43Z 8 0.35., d22. 6.5 6:00 0.78 0.64 0.13 3.75 0:23 -0.69 48 , 481 11 0.45 4:651 7.0 6:00 0.93 0.78 0.15'1 3.15 1 0.31 0.80 1 56 530 17 0.60 7.5 6:00 1.12 0:93 0.19 2.29 0.44 1.01 1 71 586 31 . 0:86. :;1521: 8.0 6:00 1.57 1.12 0.45 0.00 1.17 2.37. 166 `, 657 195 2.29 8.5 6:00 ERR 1.57. ERR ERR ERR ERR ERR 822 1, ERR ERR :;ERR-. 9.0 6.00 ERR ERR ERR ERR ERR 'ERR ERR ERR - ERR ERR 'ERR: 9.5 6.00 ERR ERR ERR ERR ERR ERR, ERR ERR " ERR ERR :ERR;: 10.0 6.00 . ERR ERR ERR ERR ERR ERR ERR, ERR ERR ERR :ERR:: 10.5 6.00 ,ERR ERR ERR ERR J,ERR. ERR ERR ERR ERR ERR- ;ERR 11.0 6.00 ERR ERR ERR.' ERR ERR. ERR ERR ERR ERR ERR 11.5 6.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ,ERR.". 12.0 6.00 ERR ERR ERR' ERR' ERR ERR 'ERR • ERR ERR ERR :ERR' 12.5 6.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR' ERR., :;ERR 13.0' 6.00 ERR ERR ERR ERR ERR" ERR . ERR . ERR ERR. ER'ERR-. RR:: MOMENT FROM SOIL RESULTING! DESIGN MOMENT EFP= . 35 . 50 85 s Resulting Moment = M. - M, h ft. M V M V,_ M V h ft.) , EFP= 35 EFP= 50 EFP= 85 r alt grt alt rt all rt 1.0 a :6 1% 18 8 'y €: 25 . t 14.Y.: . 43 1.0 � ,6 '.: 0 i 6 8 0 6 k 14? 0 7 2.0 X47;{;..70 -�67,:. 100 #?113.x:: .170 2.0 47` '0 6 ,,67 0 6. V! 0' 7 3.0 &158;N 158 X225, 225 :383,.:: 383 3.0 x.1:58„ 1 -' ' 6 225 ?: 1 6 383 .: 1 7 3.5 u250E 21435,7:: 306 '.6075'.; 521 3:5 6 a 350:; 1 6 a fi00 1 7 4.0 373 + 280 533 400 ?' 907%`. 680 4.0 342? t ' .6 < 502 i 1 6 87,_5 1 7 4.5 532: 354k759 x; 1 506 .:129;1y 861 4.53 `454: 1 . 6. V682:: ' 16 w121;3t : 1 7 5.0 *729 4 438 �1042r;; 625 ;1771c 1063 5.0 577x: T 6 X8,90 1. 6 H.161'9,:: 1 8 /` 5.5529 4-.!3861�2: - 756 0351i: 1286 5:5 iP6ft"", 1 6 7 2094 : - 1 + 8 6.0 1260 ? 630 X1600,": 900 `.3060£: 1530 6.0 X838 1 6 1378fi; 1 7 2638 1 8 6.5 € 1'602: 739 1056. '1796 ` 6.5 �y95.:1, 1 6. - X1638: 1 8 ; 3240 1 9 7.0 ° 2001`. 858 X2858 i 1225 a 4859 a 2083 - 7.0 10:1:5:x: 1 • 6, 'x`1873>` 1 9 3874" 1 10 7.5 t146,1w. 984 $351:6? 1406 ? 597,7;:: 2391 7.5 4:939: 1- ; 6 ;1,994 :: 1 9 4455 1 11 8.0 29,87,- : 1120 x,4267 > 1600 P253"::: 2720 8.0 , ;232x:; 1 6 X1048'': . 1 9 14'035 8.5'3582;: 1264 X5118;: 1806 ?;87005:.:. 3071 8.5 YER.R:: k ERR%' }ERR 9.0 ;4253, 1418 a6075ri' 2025 ;10328' 3443 9.0 a::ER,> Y :HERR ERR 9.5 SQ01 E 1579 x71,45 2256 i.12146: 3836 • 9.$ :ERW":. ERR.'%': ERR 10.0 w5833i:: 1750 X8333 2500 1::1,4167: 4250 10.0ERR: ,ERRS` ERR ,10 .5 ;6753 1929 119647 2756x;16400`: 4686 .10.5 ERR;: - : ERRu`•:ERRn. 110 7,•7.64x: 2118 �1,1,00Z: 3025 ` ;.;1:888 56` 5143 1 1.1.0 ERR:; N .,ERR : 115 0872?. 2314 1267,4: 3306 ':21546:: _5621' 11.5 ERRr ERR ERR i 12.0 10080;; 2520 144001 3600 '24480; 6120-_ 12.0 ERR' 'ERRS: HERR 125 11393: 2734' 16226: 3906 ::27669;: 6641 12.5 x:ERR':' ERR;: ,ERR51 130 12816; 2958 218308: .4225 "3.1.1:24° 7183 13.0 ::ERR:: :ERR'• 4ERR,.`: Reinforcement and Gunite.Thickness Requirements 9.0' Depth ` ' '44 NEIL O. ANDERSON PROJECT: Standard Pool Plan Calculations A N D A S S o c i A T E S Drawn By: Neil O. Anderson Scale n/a 902 INDUSTRIAL WAY 0 LODI, CA 95240 • Date: January 2, 2003. Page 11 of 22 RESISTING MOMENT Pool Wall Radius ft. = 5 Depth to Radius ft. = 4 tin. cc k, h, L W W M M, 0 cam: 9.00 0.00 0.00 0.00 5.38 040 1.00 1105 0 0 0.00 M3.5 7.00 0.00 0.00 0.00 5.29 0.00 1.00 82 105 0 0.00 i 0r.i 7.00 0.00 0.00 0.00 5.29 0.00 1.00 82 187 0 0.00 7.00 0.00 0.00 0.00 5.29 0.00 0.50 41 268 0 0.00 4.0 7.00 0.00 0.00 0.00 5.29 0.00 0.50 1 41 309 0 0.00 4.5 7.00 0.10 0.00 0.10 5.27 0.02 0.53 43 350 1 0.03 Atl6: 5.0 7.00 0.20 0.10 0.10 5.18 0.05 0.54 44 393 2 0.w %44& 5.5 7.00 0.30 0.20 0.10 5.05 0.08 0.55 45 437 3 0.14 €i107,. 6.0 7.00 0.41 0.30 0.11 4.85 0.11 0.57 46 482 5 0.20 ',20Zi: 6.5 7.00 0.52 0.41 0.11 4.58 0.14 0.59 48 528 7 0.27 355.: 7.0 7.00 0.64 0.52 0.12 1 4.23 0.18 0.63 52 576 9 0.35 :56&.:: 7.5 8.00 1 0.78 0.64 0.13 1 3.81 0.24 0.70 1 66 628 1 16 1 0.42 8.0 8.00 0.93 .0.78. 0.15 3.20 0.31 0.81 76 694 24 0.61 8.5 8.00 1.12 0.93 0.19 2.32 0.45 1.03 96 769 43 0.88 :201:1:: 9.0 8.00 1.57 1.12 0.45 0.00 1.19 2.41 225 865 268 2.32 :4290: .9.5 8.00 ERR 1.57 ERR ERR ERR ERR ERR 1090 ERR ERR .-ERR 10.0 8.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR `ERR". 10.5 8.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ::ERR': 11.0 8.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 'ERR: 11.5 8.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR :.ERR 12.0 8.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR :ERR 12.5 8.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ::ERR - 13.0 8.E_L ERR ERR I ERR I ERR ERR I ERR ERR ERR ERR ERR :ERR': MOMENT FROM SOIL RESULTING DESIGN MOMENT EFP= 35 50 85 Resulting Moment = M, - Nl, V M V M V h ft. EFP= 35 EFP= 50 EFP= 85 alt rt all rt alt rt TOU- 18i8. 70 i 67 25's 100 14n: X11 T3 ti 43 170 1.0 2 0 '6'<: :':47'. 0 0 7 7;671; spa 8:.,: 0 0 7 7 X1.4, X:7 1 7 158 : 225 ;: 225 383 �y383 3 0 1'581 1 -7 225 ; 1 7 a 383;;r 2 7 214 X357,(: 306,607.'; 521 3.5 1' 7357 1 7 ;#607: 2 7 4 0 .$�.373M 280 �S533!s: 400 907.#: 680 4.0 1 7 6 533*� 1 7 907 q: 2 7 4 5 .532. 354 7,59,DL: 506 1291;: 861 4.5 ?>'S21� ` 1- 7 y,7.4.9:1! 1 7 X128;1 2 7 5 0 7, 29. 438 1;1042;; -625 177,1„S: 1063 5 0. 1 685;>: 1 7 '1:,998x:: 2 .7 17279 3 7 5.5 971 529 1386: 756 2357 :: 1286 5 5 `%864`3e 1 7 X1279 : 2 72250 3 7 6.0 X1260;' 63018001 900 3060E: 1530 6 0 X10$3;; 1 7 ?1!5.93.?: 2 7 2853: 3 8 6.5 X1602 739 X2289; 10563891y: 1796 6.5 ::1247.L: 1 7 11933_: 2 7 X35357 3 9 7 0 Y2001�. 858 2858" 1225 4859c 2083 7 0 ::1'435; 1 7 L2292s 2 8 M9X: 3 10 7.5 ?2961;`: 984351'6 1406 5977x: 2391 7.5 ';1613-z 1 8 X26671 2 8 M128X 3 11 8.0 2987k: 1120 'K4AZ'r 1600 X7253:?: 2720 .8.0 ;;1692: 1 8 :29723:: 2 8 '8959 3 12 85 ;D5821: 1264 x51:.1182;: 1806 {8700.;: 3071 '85 1572:;. 1 8 3107?; 2 8 -,6589; 3 13 9.0 '"4253; 1418 W675� 2025 :.'J:03A'.`1j 3443 9.0 V=37,r' 1 8 178.5,: 2 8 If 0382iA 3 13 9.5 L5001 1579 +714'5;: 2256 .12146: .3836 9.5 $:ERRr }ERR..ERR; 10.0 ':5833`; 1750 ',:8333:: 2500 .141,67' 4250 10 0 :;:ERR:;: ' 1ERR ERR,' 10.5 X6753:: 1929 9647 ;: 2756 16400: 4686 10.5 :'ERR ' ;>ERR?' ERRr 11.0. 7764::: 2118 11092 3025 A.8856 5143 11.0 :?:ERR; ERR: , HERR? 11.5 ;88'72'`: 2314 12674:`. 3306 21596' 5621 11 5 'ERR"+ i ERR.`:': �ERR� 12.0 10080'. 2520 '14400' 3600 ,24480; 6120 12.0 "':ERR:. ERR;:' y.ERR 12 5 1J393c 2734 1fi278 3906 27669` 6641 12.5 ."ERR '. ERR?; IERRY 13 0 ;1281$ 2958 "18308: 4225 311'24; 7183 13.0 ;`ERR. ;ERR';' (ERR '44 NEIL O. ANDERSON PROJECT: Standard Pool Plan Calculations A N D A S S o c i A T E S Drawn By: Neil O. Anderson Scale n/a 902 INDUSTRIAL WAY 0 LODI, CA 95240 • Date: January 2, 2003. Page 11 of 22 Reinforcement and Gunite Thickness Requirements 10.0' Depth ' For EFP = 85 all vertical reinforcement (including 'alt" bars) should consist of #4 bars 12.0 Pool Wall Radius ft.) = 5 ERR ERR I Depth to Radius (ft.) = 5 ERR ERR ERR h ft. t(in.)6 ERR a, a, x- L W W1.1 M. M MOMENT FROM SOIL. 0 RESULTING DESIGN MOMENT EFP= rgYyt.. 1.0 9.00 0.00 0.00 0.00 5.38 0.00 1.00 105 0 0 0.00 2.0 7.00 0.00 0.00 0.00 5.29 0.00 1.00 82 105 0 ' 0.00 50 3.0 7.00 0.00 0.00 0.00 5.29 0.00 1.00 82 187 0 0.00 XOS 3.5 7.00 0.00 0.00 0.00 5.29 0.00 0.50 41 268 0 0.00 ;20; 4.0 7.00 0.00 1 0.00 1 0.00 5.29 0.00 0.50 41 309 0 0.00 ;0* 4.5 7.00 0.00 1 •0.00 1 0.00 5.29 1 0.00 1 0.50 41 1 350 1 0 0 00'0%n'11 7 ' For EFP = 85 all vertical reinforcement (including 'alt" bars) should consist of #4 bars 6 12.0 1 8.00 1 ERR ERR I ERR ERR ERR ERR ERR ERR ERR 1. ERR :ERR: 12.5 1 8.00 1 ERR ERR I ERR ERR ERR ERR ERR ERR I ERR I ERR 'ERR': 13.0 1 8.00 1 ERR I ERR I ERR ERR ERR ERR ERR ERR I ERR I ERR : . R MOMENT FROM SOIL. RESULTING DESIGN MOMENT EFP= 35 50 85 Resulting. Moment = M. - Mr h ft. M V Mi. VM V h 11 EFP= 35 EFP= 50 EFP= 85'. alt grt all grt alt' grt 1.0 3yk6 18k1 8. <A i> 25 14;> 43 1.0 x_ 6.r:>. 0 7_8yYa. . 0 7 '. �y14;_. 0 7 2.04_7. 70 ;67 100-.4 r.. 170 2.0 o 7 0 7T13 0 7 3.0 5s 158 y225' f: 225 383 383 3.0 '7;158:: 1 . 7 n 225,;:: 1 7,383_: 1 7 3.5 4250'> 214 !357' • 306 6070; 521 3.5 ?250u: 1 7 ji36.7 1 7 607 a -1' 7 4.0 373 280 *533w>' 400 9074 680 A0 373,,> 1 7 4;533: 1 7 X907: 1 7 4.5 532+11: 354 %7.59Z' 506 1291` . 861 4 5 532. 1 7 1"759 s: 1 7 X129;1? 1 7 5.0 A 7.29,x-: 438 Vx1.042`. 625 «17711,.: 1063 5.0 '729:: 1 7 ~1042?: 2 71'771 . 1 7 5.5 9Z�1} .529 1386<' 756 2357n: 1286 5.5 x;958:1:: 1 7 X1.374;;: 2 7 42345'. 1 7 6 0 1260 ,, 630T800 9003060'.: 1530 6.0 1 71747 2 7 30fi077; 1 8 6 5 1602A: 739 2289`:k 1056 3891 ` 1796 6.5 4?4475>: 1 8 2162.; 2 8 3764; : 1 9 7 0 W01-1: 856 ?2858=X,: 1225 4859; 2083 7.0 111758' 1, 8 X2615 2 8 %461.6; 2 10 7 5 2461. 984 i351`:6c' 1406 %77'?< 2391 7.5 .2069 % 1 9 k3124 : 2 9 15584 i 2 11 8 0 �2987n 1120 4267 1600 X7253 ': 2720 8 0 1 10 36291: 2 10 661'6;=: 2 11 8 5 w3582;r: 12645,11:8;> 1806 8700: 3071 8.5 n2597t 1 104133: 2 11 77];5: 2 12 9 0 14253 `. 1418 x;'6075.V 2025 !10328': 3443 9.0 :�2762:> 1 11 4585v 2 12 �$837� , . 2 13 9 5 p5001.: 1579 X7.1'45.:; 2256 1214fi 3836 9 5 ;2710:: 1 11 4853::: 2 129855: 2 14 10 0 5833 -, 1750 %8333`.*: 2500 14167.4 4250 10.0 _>%10381: 1 11 €3538',:: 2 12 2 14 10 5 '67531 19299647% 2756 164007 4686 10.5 ;:ERRE HERR �xERL2s 11 0 `7764: 2118 X11:092;: .3025 18856: 5143 11.0 ;>::ERR ; ERRS: y ERR : 1158872Yi 2314 X12674: 3306 2]546` 5621 115 `'ERR ERR;:` �ERRw` 120 dIbR0' 2520 ` 4400r. 3600 24'480' 6120 12.0 :.ERR`-; ERRd �:ERR1 12.5j;1.393;: 13.0 .128167 2734 2958 :1.6276-v k118308 3906 4225 27669: 3104. 6641 71 R3 12 5 I3 n ',::ERR': ':'FRR3'I IGoo:e: ERR`:ERR k;toon: 6 PROJECT: Standard Pool Plan Calculations NEIL O. ANDERSON • A N D A S S O C I A T E S Drawn By: Neil O. Anderson Scale n/a 902 INDUSTRIAL WAY • LODI, CA 95240 Date: January 2, 2003 , Page 12 of 22 6 Reinforcement and Gunite Thickness Requirements 11.0' Depth " RESISTING MOMENT ' Pool Wall Radius (ft.) = 5 Depth to Radius ft. = 6 h(ft.) tin. 6 a, 6, L I W W M 7- 01 X?. o.o I 1.uu I u.lu u.uu I u.1u 5.Y/ I u.u2 I 0.53 43 1 513 1 1 0.03. ?14 * For EFP = 85 all vertical reinforcement (including "alt bars) should consist of #4 bars - 7.0 7.00 0.20 0.10 0.10 5.18 0.05 0.54 44 557 2 0.08 yr6j' 7.5 8.00 0.30 0.20 0.10 5.09 0.08 0.55 51 600 4 0.10 =;123>;: 8.0 8.00 0.41 0.30 0.11 4.89 0.11 0.57 53 652 6 0.20 ;x259: 8.5 8.00 0.52 0.41 0.11 4.62 0.14 0.60 56 705 8 0.27 "457 ` 9.0 8.00 0.64 0.52 0.12 4.27 0.18 0.64 60 761 11 0.35 :5736;: 9.5 8.00 0.78 0.64 0.13 3.81 0.24 0.70 66 820 - 16 0.461,127:: 10.0 8.00 1 0.93 0.78 1 0.15 3.20 1 0.31 0.81 1 76 886 1 24 1 0.61 <1690 10.5 8.00 1.12 0.93 1 0.19 2.32 1 0.45 1.03 96 962 1 43 1 0.88 <2575 11.0 8.00 1.57 1.12 1 0.45 0.00 1.19 2.41 225 1058 268 2.32 :5301 11.5 8.00 ERR 1.57 ERR ERR ERR ERR ERR 1282 ERR ERR ';ERR: 12.0 8.00 ERR ERR ERR -ERR ERR ERR ERR ERR ERR ERR ERR; 12.5 8.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR sERR 13.0 8.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR :ERR: MOMENT FROM SOIL _ RESULTING DESIGN MOMENT ' EFP= 35 50 85 ,Resulting Moment = M, - M, V hft.j EFP= 35 EFP= 50 EFP= 85 alt grt alt grt. alt* grt 1.0 ;?:6`e 18 t ,8: 25 ?': 14 r; 43 1.0 6-V:`:: 0 7 ,,V 0 7 - ^ 14 0 7 2.0 i4.7 7067?si 100113.3 170 2.0 47,' ;; 0 7 i3;67uz: 0 71:1:3'!: 0 7 3.0 1568: 158 X225. , 225 :»383'x: 383 3.0 1156' :: 1 7 X.22%'. 1 7 1363 1 7 3.5 X250 'i 214 %,357,x: 306 607 .`: 521 3.5 250'. 1 7 ; 3572[' 1 7 ? 607 1 7 4.0 A3M 280 W5,33;�: 400 'wRG:73; 680 4.0 <$71't:. 1 7 1;533 ;! 1 7 x 907 ; . 1 7 4.55.32: 354 77.594; 506 :;1291:? 861 4.5 532' 1 7759:y' 1 7 61291 1 7 5.0 a7291i 438 X10.42_; 625 X1771;#;; 1063 5.0 K729; E; 2 7 x:1;042;: 3 7 ZITZAX. 2 7 5.5974:: 529 xi386`n; 756 *:23571 1286 5.5 t:97U�: 2 7 a:1386:r 3 7 X23572 2 7 6.0 1260: 630 X1:800 : 900 <3060k 1530 6.0 X1'260;': 2 7 1'800-: 3 7 X30601 2 7 6.5 „1602,; 739 X2289"; 1056 !i3891i: 1796 6.5 m1'.588s:; 2 7 =:2274,:: 3 738,7,6' 2 1 8 7.0 2001;` 858 2858:: 1225 148.59 2083 7.0 11940«: 2 7 ;2797':;: 3 8 2 9 7.5 2461,1 984 35,16.' 1406 ? 597,7A 2391 7.5 2337: 2 8339 '.. 3 814.%53l 2 10 8.0 .2987. 1120 4267.:; 1600 V253 i 2720 8.0 2727;': 2 9 7657 3 9 X6994 2 11 8.5 3562::; 1264 5118f 1806 ;;8700': 3071 8.5 23125;;: 2 9 4661 <' 3 10 X8243,. 2 12 9.0 4253;: 1418 k6075 2025 210328? 3443 1 9.0 3517e' 2 10 `:5330{ 3 11 19592 2 14 9.5 506.15. 1579 i ..7145, 2256 ?12146< 3836 9.5 {3874< 2 11 Y6018`w 3 12 110,1'.96 2 15 10.0 5W:: 1750 8333*> 2500 11`4167;: 4250 10.0 ,.4.1.43;''; 2 11 X6603 , 3 1 12 :12476;' 2 16 10.5 '6753: 1929 , 9647<; 2756 :;1.6400:. 4686 10.5 .,4178x' 2 11 7,072;:: 3 13 13824, 2 17• 11.0 7764: 2118 11:092:: 3025 .18656' 5143 11.0 2463'! 2 11 `.5790" 3 13 513554" 2 17 11.5 8872: 2314. "12674] 3306 215'4fi'' 5621 11.5 ERRS, fERR::: !ssERR 12.0 10080 2520 1-4400:` 3600 24480: 6120 .12.0 '=ERR:". ?;ERR': xERR-; 12.5 1'13931 2734 116276:: 3906 i27669.< 6641 12.6'ERR`> ;::ERR:... �%ERU 13.0 128.161 2958 :1830*6 4225 81124 7183 13.0 '.ERR;' ERR-> fRR NEIL O. ANDERSON A N D n. s s o c I n T e s 902 I�]i DUSTRIAL WAY • LODI, CA 95240 + PROJECT: Standard Pool Plan Calculations Drawn By: -Neil O. Anderson Scale n/a Date: January 2, 2003 Page 13 of 22 Floor Thickness and Reinforcement: H (ft.), depth of pool = Given s, soil type and condition = Given Wtst (lbs.), total weight of pool wall and radius (per ft. of width) = Given Mo (ft -lbs), resultant moment at end of radius = Given M, (ft -lbs), resultant moment 1.0' from end of radius = Mo - (Wt,, x 1.0) M2 (ft -lbs), resultant moment 2.0' from end of radius = Mo - (WtSt x 2.0) M3 (ft -lbs), resultant moment 3.0' from end of radius = Mo - (Wt,, x 3.0) M4 (ft -lbs), resultant moment 4.0' from end of radius = Mo - (Wt,t x 4.0) Standard floor reinforcement,#3 bars @ 12" o.c. NEIL O. ANDERSON AND,44 ASSOC I A T E S 902 INDUSTRIAL WAY 0 LODI, CA 95240 PROJECT: Stanidard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: January 2, 2003 Page 14 of 22 FLOOR MOMENTS H... _ ..s.oil* ....Wtst . M0 M.1 .. M2 'M3...._. M4 .... gunite, in.. cont. rein,. ft.. . 6 n 667 -424 0 0 0 0 - - 6 e 667 116 -551 -1218 -1885 -2552 - - 6 es 667 1376 709 42 -625 -1292 6 2 7 n 796 -548 0 0 0 0 - - 7 e 796 310 -486 -1282 -2078 -2874 - - -7— es —796— Z31U— -^718 ---T8---8T4— 3 8 n 935 -662 0 0 0 0 - - 8 e 935 618 1 -317 -1252 -2187 -3122 - - 8 es 935 3605 2670 1735 800 -135 7 3 9 n 1207 -494 0 0 0 0 - - 9 e 1207 1329 122 -1085 -2292 -3499 - - 9 es 1207 5581 4374 3167 1960 753 7 4 10 n 1472 41 -1431 -2903 -4375 -5847 - - 10 e 1472 2541 1069 -403 -1875 -3347 7 2 10 es 1472 8374 6902 5430 3958 2486 8 4 11 n 1579 1398 -181 -1760 -3339 -4918 7 - 11 e 1579 4725 3146 1567 -12 -1591 7 3 11 es 1579 12490 10911 9332 ! 7753 6174- 9 5 * n = normal, e = expansive or normal w/slo e, es = expansive w/slo e NEIL O. ANDERSON AND,44 ASSOC I A T E S 902 INDUSTRIAL WAY 0 LODI, CA 95240 PROJECT: Stanidard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: January 2, 2003 Page 14 of 22 Spa Detail: ' H (ft.), maximum height of water �I *T ' T (in.), thickness of spa wall HPw ,Pw (lbs.), resultant pressure from water = (yw H2) / 2 (assume empty on other side) • Mw (ft -lbs), induced moment from water = (y,, H3) / 6 *assume spa wall has water on one side only . H MW 3.0 280 3.5 450 4.0 670 4.5 950, 5.0 1300 Mjft-lbs); resisting moment from wt of wall = [H T2 (140#/ft2A /-2-(144) H T M'T• M, T M, Reinforcement consist of #3 - 12" o.c. e. w., therefore H Tmin: (in.) 3.0 6 3.5 6 " 4.0 3.0 6 53 8 93 - ' 10 146 3.5 6 61 8 109 '10 170 4.0 6 70 8 .124 . 10 194 4.5 6 79 8 140 10 219 5.0 6 88 8 155 10 243 Reinforcement consist of #3 - 12" o.c. e. w., therefore H Tmin: (in.) 3.0 6 3.5 6 " 4.0 8 4.5 10 5.0 • 10 PROJECT: Standard Pool Plan Calculations NEIL O. ANDERSON A N D A S S O C I A T E S Date: January 2Drawn By: Neil O. Anderson Scale, 2003 page 15 of n/a22 . 902 INDUSTRIAL WAY • LODI, CA 95240 � � Freestanding Wall Detail:, -..k. 2.0' � 1 mandatory for H > 4.0' PW (lbs), pressure from water = y --h'/ 2._ Pp (lbs), passive pressure of soil = EFPp h / 2 (EFPP equiv. fluid pressure of passive resistance of soil, assume = 300 lbs/ft' for both normal and expansive soil) MN, (ft -lbs), induced moment from water PW'/3 h Mp (ft -lb's), resisting moment from passive soil pressure'= Pp t/3 h h PW MW Pp Mw 1.0 31 10 150 50 1•.5 70- • 35 338 1.69 2.0 125 83 600 400 2.5 195 162 938. 781 3.0 281 281 1350 1350 3.5 382 446 1838- 2144 4.0 499 666 2400 3200 4.5 632 948 3038 4556 5.0 780' 1300 3750 6249 5.5 944 1730 4538 8318 6.0 .1123 2246 5400 10799 6.5 1318 2856 6338 13730 7.0 1529 3567. 7350 1171148jj 7.5 1 1755 4387 8438 21092 PROJECT: Standard Pool Plan Calculations NEIL O. ANDERSON A I C D A s 1. s o c i A T E s Drawn By: Neil O. Anderson Scale n/a' 902 INDUSTRIAL WAY • LODI, CA 95240 Date: January 2, 2003 - PageL 16 of 22 Freestanding Wall Detail (cont) Assume weight of wall is acting in a.vertical plane and contributes. no moment to wall (see following page assumption). Moment in pool wall will be the resultant (M) of the moment from the water (MW) minus the resistive moment from the passive pressure of the soil (M.). Mr=M,-Mp H (ft.), height of freestanding wall H -> 2.0 1 3.0 4.0 1 5.0 1 6.0 1 7.0 Depth (ft) H=6.0ft. H=7.0ft. Mr ab TI 1 10 10 10 10 10 10 2 83 83 83 83 83 83 3 231 281 281 281 281 281 3.5 296 440 446 446 446 446 4 266 616 666 666 666 666 4.5 168 798 942 948 948 948 5 3 goo 1250 1300 1300 1.300 5.5 4 950 1580 1724 1730 1730 6 4 896 1846 2196 2246 2246 6.5 0 712 2076 2706 2850 2856 7 3 367 1 2217 1 3167 3517 3567 7.5 3 4 2243 1 3607 4237 4381 8 4 0 2125 1 3975 4925 5275 Since moments resulting from water act outward, required gunite thickness applies to distance from reinforcing to outside of wall (T2). Thickness of gunite from reinforcement to inside of wall (T) is a function of the depth of the pool and the active pressures of the various soil types. These values have previously been calculated. A slight reduction of the required thickness (T) has been made due to the reduced heightof the straight portion above the radius as a result of the freestanding portion not loaded by soil. Following chart produced based on resulting moments (M) resisted by moment capacities previously calculated, page 4. FREESTANDING WALL (Both Normal and Exp. Soil) PROJECT: Standard Pool Plan Calculations H=2.0ft. H=3.0ft. H=4.0ft. 902 INDUSTRIAL WAY 0 LODI, CA 95240 H=5.0ft. H=6.0ft. H=7.0ft. ab TI I T2 ab T, I TZ ab T, I T2 ab TI TZ ab TI T2 ab TI I T2 depth, ft 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0.0 0 3 4 0 3 4 0 3 4 0 3 '4 0 3 4 0 3 4 0.5 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0 3 41.0 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 1 .5 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 2.0 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 2.5 ... ._. .3 .... :. ..4.. .. 1... ... 3......4... ...3.....3....4.. ..2_. .3 ..... 4 ...... 2 3 4 2 3 4 3.0 1 3 4 1 3 4 1 3 4 2 3 4 ....................... 2 3 4 ........ 2 ...... 3 ....... 4 ............... 3.5 1 3 *4 1 3 4 1 3 5 2 3 5 2 3 5 2 3 5 4.0 1 3 4 1 3 4 1 3 5 2 3 5 2 3 5 2 3 5 . 4.5 1 4 4 1 3 4 1 3 5 2 3 5 2 3 5 2 3 6 5.0 1 4 4 1 3 4 1 3 5 2 3 5 2 3 5 2 3 7 5.5 ... ..4.. ..4.. ...._. ...4... 4 ..._.... .. �.......... ..5.. ...._. ..3.. 5 ...... 2 3 6 2 3 8 6.0 l 4 4 1 4 4 1 3 6 2 3 5 ...... 2 ...... 3 ........ 6 ........ 2 ...... 3 ....................... 9 6.5 1 4 4 1 4 4 1 4 6 2 �3 6 2 3 7 2 3 10 7.0 1 4 4 1 4 4 1 4 6 2 3 7 2 3 8 2 3 12 7.5 _.1 4 ...... 4 ...... 1 ...... 4 ........ 4 ........ 1 ........ 4 ...... 6 ...... 2 ...... 3 ...... 8 ...... 2 3 9 2 3 12 8.0 0 3 3 0 3 3 0 3 3 0 3 4 ...... 0 ...... -3 ..... 4 0 3 4 .. floor PROJECT: Standard Pool Plan Calculations NEIL O. ANDERSON "44 A N D A S S O C I A T E S Drawn By: Neil O. Anderson Scale n/a 902 INDUSTRIAL WAY 0 LODI, CA 95240 Date: January 12003 Page 17 of 22 Freestanding Wall Detail (cont): Analyze soil bearing for maximum freestanding section: i B = 5.6' , Pw (lbs), pressure from water yw h2 / 2 = 1997 Weight of individual segments:^ Wt, = 3 x S x 62.4 = 936 lbs Wt2 = (Tu D2/4) '/4 x 62.4 = 1225 lbs ; Wt3 = 9.5 (0.6) 150# = 855 lbs Wt4 = 5.4 x 150# = 805 -"lbs ' Wt5 = 5 x 1 x 150# _ . 750 lbs E V (lbs), sum of vertical forces = 4571 , Sum of moments about point A: MA ({936 x 3.1) + (1225 x 2.4) + (855 x 0.3) + (805 x 2.2) + (750 x 3.1) - (1997 x 3.6) 3006 Mnet = 3006 ft lbs d Mnet / E V .= 0.66 _ gmin/max - Z VR/ B [1 +/- (6e)/B], qm;n = 239 lbs/ft?, gmax = 1393 lbs/ftz Since qn,. exceeds allowable qa = 1000 # as per UBC, see footnote 13 of plan. PROJECT: Standard Pool Plan Calculations -NE[L O. ANDERSON A N D'- 'A S S O C I A T E S Drawn By:'Neil O. Anderson Scale n/a 902 -INDUSTRIAL WAY • LODI; CA 95240 Date: )anuary 2, 2003 Page 18 of 22 IL Freestandine Wall Detail (cont.): The assumption was made that the weight of wall is acting in a vertical plane and contributes no moment to the freestanding wall. True freestanding walls are usually constructed vertically and this is a valid assumption. However, in cases when the freestanding detail is utilized to compensate for loose surface fill or when a shorter portion of the wall is constructed out of the ground, a radius of the outside portion of the wall is constructed. Consequently, in these cases the weight of the wall would contribute an additional moment to the, wall through the wall radius. The worst case is for the radius to start at the ground surface. This condition for all heights of the freestanding wall was analyzed to. determine its affect on.the proposed design. . Due to the curvature of the wall a portion of the vertical component of the wall weight is supported by vertical soil bearing and a portion is supported by lateral soil pressure. A complex free body diagram taking into consideration the varying volumes and weights of water, gunite, and soil as well as variable bearing of the soil and floor slab moment is required to determine the exact, induced moment at any point on a curved surface supported by soil. The degree of the problem does not justify such a detailed analysis. A simplifying and conservative assumption is made that the additional induced moment due to the weight of the wall within the radius is equal to the horizontal component (to the radius tangent line) of the resultant moment derived from the resultant vertical vector times the eccentricity (see diagram below). By trial and error the angle (from horizontal) which produces the highest induced moment in the radius was determined to be 62 degrees. t Mme; (ft -lbs) resultant moment e, Wt, + e2 Wt2 ct=62' Wt, = (h) (t).(145 lbs/f3) Wt2 = a (radians) r (t) (145 1bS/ft3) e,=r-rcosa t e2 = r COS a/2 - e, Horizontal component of moment: Mho, = Mwt cos a - pool depth radius (ft) free. standing ave wall thickness h Wt 1 e 1 W `2 e 2 M wt M hor depth p notes (ft -lbs) acting ft 4 2 2 7 2 169 1.06 183 0.65 298 140 3.8 ok 5 2 3 7 3 254 1.06 183 0.65 388 182 4.8 ok 6 3 4 8 3 290 1.59 314 0.98 768 360 5.6 ok 4 5 8 3 290 2.12 418 1.31 1162 546 6.5 Vertical 8 L7 5 6 8 3 1 290 2.65 523 1.64 1626 763 7.4 kicker added 9 5 7 9 4 435 1 2.65 588 1.64 2117 994 8.4 IINEIL O. ANDERSON '44 A N D A S S O C I A T E S 902 INDUSTRIAL WAY 0 LODI, CA 95240 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson, Scale n/a Date: January 2, 2003 Page 19 of 22 Adjacent Footing Load(cont.): Compare computed M in following table with computed M from soil surcharge in table: * H is F less then pool wall height due to assuming footing is V deep. ** Calculated by taking difference between depths on "Moment From Soil' chart on page 2. Based on results from above chart, use the following soil depth "surcharges" to allow for the presence of an adjacent footing that runs parallel to the pool wall: Footing, b' = 0 to 1.9', use T surcharge Footing, b' = 2 to 4.9', use 2' surcharge Footing, b' = 5 to 7, use F surcharge '404 NEIL O. ANDERSON AN D ASSOCIATES 902 INDUSTRIAL WAY 0 LODI, CA 95240 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: January 2, 2003 Page 21 of 22 Computed Moment Affecting Pool Wall Pool npnth Computed Moment From 31 .. H* (ft) b- 01 02 R Q z (ft) P (lbs) M (ft -lbs) Hp (ft) 3 ft. 2 ft. 1 ft. 4 0.1 1.43 15.38 90 1 3.25 620 2016 5 2258 2 26.57 36.87 478 254 2.06 458 942 1272 5 51.34 56.31 1213 966 1.57 221 346 531 7 60.26 63.43 1700 1457 1.47 141 208 5 0.1 1.15 12.41 94 1 4.22 626 2639 6 2993 2 21.80 30.96 531 273 2.81 509 1428 1727 5 45.00 50.19 1433 1125 2.09 289 602 741- 7 54.46 57.99 2048 1741 1.92 196 377 6 0.1 0.95 10.39 96 1 5.19 629 3267 7 3832 2 18.43 26.57 571 286 3.61 542 1955 2252 5 39.81 45.00 1620 1255 2.66 346 920 986 7 49.40 53.13 2360 1989 2.41 249 600 7 0.1 0.82 8.93 98 1 6.18 631 3897 8 4777 2 15.95 23.20 601 296 4.45 564 2508 2846 .5 35.54 40.60 1778 1362 3.28 394 1291 1226 7 45.00 48.81 2636 2205 2.94 297 873 8 0.1 0.72 7.83 99 1 7.16 632 4528 9 5827 2 14.04 20.56 625 304 5.32 580 3081 3511 5 32.01 36.87 1913 1450 3.94 432 1705 1580 7 41.19 45.00 2880 2392 3.51 339 1191 9 0.1 0.64 6.97 100 1 8.15 633 5161 10 6983 2 12.53 18.43 644 310 6.21 591 3666 4247 5 29.05 33.69 2027 1524 4.65 464 2154 1931 7 37.87 41.63 3095 2554 4.12 376 1549 10 0.1 0.57 6.28 101 1 9.14 634 5795 11 8243 2 11.31 16.70 660 315 7.12 599 4261 5052 5 26.57 30.96 2125 1586 5.38 489 2630 2316 7 34.99 38.66 3286 2695 4.76 408 1941 * H is F less then pool wall height due to assuming footing is V deep. ** Calculated by taking difference between depths on "Moment From Soil' chart on page 2. Based on results from above chart, use the following soil depth "surcharges" to allow for the presence of an adjacent footing that runs parallel to the pool wall: Footing, b' = 0 to 1.9', use T surcharge Footing, b' = 2 to 4.9', use 2' surcharge Footing, b' = 5 to 7, use F surcharge '404 NEIL O. ANDERSON AN D ASSOCIATES 902 INDUSTRIAL WAY 0 LODI, CA 95240 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: January 2, 2003 Page 21 of 22 Negative Edge Detail: PN, H (ft.), maximum height,of negative edge (water) h (ft.), height being analyzed Pw (lbs.), resultant pressure from water = (yw h2) /2 Mw (ft -lbs), induced moment from water = (yw h3)/6 Ignore resisting moment from wt of Wallas extra safety factor. Refer to Moment Capacities chart (page 4) for gunite thickness and reinforcement requirements for given Mw. h (ft.) t and d increase as wall goes irito'radius, assume 3' inch increase at 1.0' into radius and 6 inch increase at bottom of radius. Include reinforcement on backside of negative edge wall for additional crack and shrinkage control.. PROJECT: Standard Pool Plan Calculations NEIL O. ANDERSON AND A s s o c I A T E s Drawn By: Neil O. Anderson Scale n/a Date: January 2, 2003 Page' 22 of 22 902 IN DUSTRIAL WAY 6 LODI, CA 95240 MW (ft -lbS) (n.) i d (in.) Vertical Reinforcement h (ft.) Mw (ft -lbs) t (in d (in.)" Vertical Reinforcement 1.0 10 -9 6 #3 @ 12" o.c. 5.0 1300 9 6 #3 @ 12" o.c. 2.0 83 9 6 #3 @ 12" o.c. 6.0 2246 10 7 #3 @ 6" o.c. 3.0 280 9 6 #3 @ 12" o.c. 7.0 3567 11 8 #3 @ 6" ox. IL 4.0 666 9 1 6 1 #3 @ 12" o.ic. 8.0 5325 12 1 9 #3 @ 6" o.c. * BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVIIJLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds LICENSED CONTRACTORS 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 Win full force and effect. License Class: License Number: /�•' Date:50�-O Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' Stale License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city.or county which requires a permit to construct, alter, improve, demolish; or repair any structure, prior to its Issuance, also requires the applicant for such permit to file a signed statement that he or she Is licensed pursuant to the provisions of the Contractor's Slate License Law (Chapter 9.commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the. alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees withwages as their sole compensation, will do the work, and the structure Is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' Stale License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, provided that such Improvements are not Intended or offered for sale. If however, the building or Improvements' are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Profdssions Code. The Contractors' State License Law does not apply to an owner of properly who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ '1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: Cl I have and will maintain a certificate of consent to self -Insure for workers' compensation, as provided for by Section 3700 of the Lagrtr'Code, for the performance of the work for which this permit /�9'lssued. 0 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is Issued. My workers' compensation insurance carder and policy number are: Carrier. Policy #:� ❑ I certify that in the performance of the work for which this permit is issued. I shall not employ'any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith -comply with those provisions. Date: Applicant:��� WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one i hundred thousand dollars ($100,000), In addition to the cost of , compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit Is issued (Sec 3097 Civ.) Name: f t Address: PERMIT NO. BP043495 Issued Date: 02/07/2005 APN: 068-410-021-000 Site Address: 21 COTTAGE COVE DR ORO Map Index: Description: NSF (2960) ATT GAR (879) COV POR (432) Owner: CARTER CHRIS & SAMANTHA LEE 26 CASTLE CREEK DR #2 OROVILLE, CA 95966-7605 (530) 532-9568 t Applicant: CARTER CHRIS & SAMANTHA LEE 1,,;, 1 26 CASTLE CREEK DR #2 "J.': •' 1 IOROVILLE, CA 95966-7605 (530) 532-9568 Contractor: (�srl�— i Architect: Engineer: PURSELL, FRANK JAMES Total Square Ft: Valuation: Census Code: This 4271 S.F. $220,408.00 h reby issued underSYl qZo work indid'aied 40o PERMIT EXPIRES ON:22� i 3rovisions of the Bufie Cnunly Code snrl/or ees have been paid. - Date: Q ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, 6nd'25534 of the California Health and Safely Code, which regulate the storage, handling and use of hazardous materials. p• ❑ Notification in accordance with Section 19827.5 of California Health ,& Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms., I hereby certify that I have read this application, that the above Information is correct, and that'I am the owner or the duly authorized agent of the owner. I agree to comply with all county and slate laws relating to building construction. I acknowledge It Is unlawful to eller the substance of any official forrocument of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposos. Print Name:����i rs ��G ���? 'Signature Dale: -- 7'—Ci ❑ Owner onlraclor 0 Agent for Owner ❑ Agent for Contractor .. -314 Vp, 43,5D6. 90 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES 14oa ? 6 BUILDING PERMIT APPLICATION 9g� 13 AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • C1 -ICO: (530) 891-2834 • OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION **PLEASE PRINT CLEARLY** CONTRACTOR Name C �r�•—r��.� /��/.c/ Address - C S Ci -Fat E-mail 1.11 v�- ARCHITECT/ENGINEER OWNER Las JJa a — uame C.') 1 Seems_ Zp ��yG City Fax a O E-mail St to License Number Pho — _ E-mail CONTRACTOR Name C �r�•—r��.� /��/.c/ Address - C S Ci -Fat E-mail 1.11 v�- ARCHITECT/ENGINEER Name Address cry t!/r/ ' i Seems_ Zp ��yG Phon r- _Z/3 / Fax a O E-mail St to License Number -Nam D APPLICANT NAME Name 42 Lt/ il/ Address City State Zip Phone Fax E-mail AP NT SIGNATURE X For office use on Zoning Flood Zone SRA Yes No Occ. T e Cdnst. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BPO¢.34 BIN #v LOCATION APII d -ems Zo Prope Address I City�w Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's ' compensation must be shown at the time of permit issuance. LENDING AGENCY -Nam Address Description or Scope of Work:lb s�2 g Sq. Footage 40 k/ pdoJ 4-3 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR SUBMITTAL REQUIREMENTS L K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Received by: 1< � w Amount: 3S06 • f 0 Bldg 20.x.-• C16 coe Receipt#: 4-1`S83•i Date: 1 :k . 13 • 4%4 - Sherif SMIP Other ¢'oq3 •,1 = -Total REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND /N INIC ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paperl ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paperl) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. r ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. - ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑13___Sanitation and site approva0. Momental- ealth_Depadment_ Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).',, ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 Butte County Department of Development.Services : owTtFo YVONNE CHRISTOPHER; DIRECTOR o 0 7 County Center Drive • %,` 0 0 o m ': -' o 0 0 ' Oroville, CA 95965 c�UN'�y (530) 538.7601 Telephone (530) 538-7785 Facsimile TO" WILLDAN FROM: Scott Rutherford 530 538-7160• 3 ( ) 1 ♦ A srutherford ftuffecountv.net SUBJECT: Plans Transmittal For Review Per Contract o: m DATE: Applicant: Carter,.Chris & Samantha Permit 04-3495 . Project,Type: NSF/Gars a/Cov APN: '068-410-021 100% 70% 4 Plan Check Fees. "; .$ 1;402:26• $ 981.93 $ 1,402.76. $ 981.93 ' WILLDAN Fee $ 981.93 Copies Attached: Qty ' Chk Application Site Plan Review FEMA Elevation Certificate t - Building Plans . Truss Calculations Energy Calculationsf Structural Calculations Residential` Plan Review Guide. Residential Construction Requirements Other Other • 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 /-0�8. 4/fl • o� f OWNER: g2 ASSESSOR PARCEL NUMBER FSI I co r A3� / Proposed Building Use: Jsr- ( .2e f-0) A� �P I g jq Counter Technician: IG 4 " Date: 13 0,t Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to 4ply. .o 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ;[P 4. Engineered truss details and layouts in duplicate. No faxes! ,9 5. Letter from Engineer or Architect for truss design review. 19 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form ❑ Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. 1 . Other LL P L-r--Ir,-r--2 L.,e�a P" n Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ............................................ ........ Erosion Control Plan Required .......edul..:........................ ................................. 21 Fees as shown on the attached Schedule of Fees Due Sheet .............................. - ) ' • + ❑ 22. City of Chico Plumbing permit........................................................................ 40 /_ 23. California Department of Forestry plan approval G?�aid. Sent by: K e ..I.2**,.li e��f `t0 4. • tannin approval A Use:L(B)Parking: C Parcel Check.' I a5 "S �� 9 PP ()() ❑ 25. Contact Land Development about _ Improvements, _ Drainage ..................... ,C= 26. NPDES Form ................................ . ............................................................ if 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... 31. Owner -Builder Verification (/Given to owner, _Mailed to owner) ..................... ❑ 3 etter of Signature authorization.................................................................... 33,ecorded copy of Agricultural Acknowledgment Statement ................................. ❑ Manufactured home utility clearance............................................................... ❑ -35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone�2 •GSl.�S� and hold for pickup. I have been informed ofrhe above items and requirements for obtaining a building permit. Applicant: Date: _ 1 A/ -CJ 1. Index permiteap- it cation for the above items numbered: I Plan Check Letter dio al items required OS Contractor' designer, owner, was advised of the above data by El -phone, ❑ mail, ❑ counter, by Date: 5 ctor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: I I I j Jq Date Structural reviewed bp' Date: I Structural approved by. k Date: Note transfer by: Date: 3110, Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER PROPROSED BUILDING USE 1. BUILDING PERMIT FEES ---Balance Due.' .................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ I 2. SCHOOL'DISTRICT FEES(0V*_01f�1 (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) . ~ Residential............ I X• $360.00 =$ Units Commercial (sq. ftg.)..... X. $0.03 = $ Sq.Ftg. A.P. # OroO < X10 • Cis I DATE 11.13 04� RECEIPT # DATE REC. 418031 t_') :13 M 4. URBAN AREA FEES (paid at Building Division) Residential (per unit):.... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ /1•f3•o4' Sq. Fig. Amt. .' ' '('W' 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE 4W-)-.0 (paid at Building Division) 4.) •13.0,4 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X Zone # Units Amt. ' e Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. d 10. OTHER �''� 1P �� O 4-19 831 IZ 13 n At time of permit application, was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during t an checking process. APPLICANT ' DATE + Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 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 -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) , gWN 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 ode the ma' a or and material for construction of this proposed . property impro ent: YES [ NO [ - ]. 2. 1 HAVE [, HAVE NOT [ .J signed an application for a building permit for the proposed work. y 3. 1 have contracted with the following person (firm) to provide the proposed construction: 'NAME ADDRESS: PHONE:. CONTRACTOR'S LICENSE NO: 4. 1 plan to provide portions of the 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: ! • F NAME ADDRESS PHONE T TYPE OF WORK DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. I This verification must be completed and returned to our office before we are permitted to issue the permit. , Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION' BUILDING' GIS' PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538.7541 Telephone (530) 538-2140 Facsimile AV'W-,@.0Nj_?flX1 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the 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 your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government 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. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact 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 contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Micyael C. Vieir4 C.B.O. Marfager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. �WO �LlC WoVP Department. .0 o u n t y J. Michael Crump, Director • of -Public Works o'f B u t t e LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water .Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN I ACRE1 ' Project Description: Project Location and/or Parcel Number: �'Ji2v�/'l. �G C� •. By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board.. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. - I am aware that submitting false and/or inaccurate information' or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: - Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County storm Water Management Program Revised 5/24/04 6ql—oa`+• • BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM y (One form per Building) .� � +'� ' School District i `4"(j/� �./ I � I ` � Building Department No. A.P. Number 00U '4/0 Jurisdiction: City i�County Property owner Property LocatioNAddress Subdivision Lot No. :.........................................�..................:...................................... Residential Development ® Q Q Q Sq. Footaget' No of Living Mobile Home Additiont Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation Inspection) ..........................................................................................._ __...: Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial 0 Q Sq. Footage NewA Addition (Including Exterior ,. Roofed Areas) D, / e Building department Represen . ii Date i District Identification No. 9, •-1 y"Q 'i School District certifies that (Applicant) (Street /Address) U (Phone Number) (City) (State) (Zip Code) �f has complied with the requirements of Resolution No. 03 ..-d 4 —1 by payment of $ L. (4 34D representing ,2 q t.4 o square feet. 2926 $ FULL MrT1GA710N $ School District Represenlative Date Paid by Check # ; Remarks: 06 T 1*00, O ,3L t, Notice: You may protest the Imposition of the fess Identified above by submitting a writtsn protest to the DIsb1M In compliance with Government Code section 66020(a), within 90 days from the date tees aro pald. Feilure to subm1t a timely written protest wlll'prohlbit you from challenging the Imposition of the fees In any court action. f, subsequent to the School District Representatlw signing this Butte County Schools Impact Fee CerdOgtlon Form, the School District Is notllted by the applicable Local Planning Agency that this project Is being reviewed under the CeiNornla Environmental Quality Act (CEQA). this project may be subject to addklonal school fees to fully midgets.ks Impact on the school dlstrlcft schools. White (applicant), Yellow (building department), Pink (school district) feefonn.xls 110/03)dmm ♦ 4 r PERMIT NO.: 24-04 Lake Proville.Area Public Utility District 1,960 Elgin Street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT.APPROVALAN D. _ VERIFICATION' OF INSPECTION 7 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. h Date: March'2, 2004 Applicant: Chris Carter Applicant Address: 26 #2 Castle Creek -Dr. Orovil'le CA 9.5966 ApplicanfiPhone No.: 532-9568 Property. Locations(s): 195 Oakvale Ave. Oroville CA 95966 Cottage Cove Lot A. P. No.(s): xxx` 068-360-116 a' portion Fees due: $3,268.00 Total. $1,000'SC-0R RFC, $1,588 LOAPUD Capacity Chg $650 LOAPUD Connection fee. Application for service. approved: LA&40ILIIY VILLE AREA PUBLIC DISTRICT Inspection(s) made and successful test(s) observed: Location: Date:- By: r . Lake Oroville Area Public Utility District release to close permit: Date: By: SITE PLAN REVIEW APPLICATION Date: 0 AN q/0 —61,2_1 3Y 360- Permit Number (if applicable) (� ` APPLICANT INFORMATION Parcel Size: Owners Name: 2 G Owners Address: Telephone No.: Situs Address: r o2 O Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ TemporaryMobile Home (Aunt Minnie)._ Temporary. Travel Trailer ❑ Multi -family .. Non residential' ❑ New Commercial F-1 Commercial Addition ❑ New Industrial ❑ Industrial Addition 'Other ❑ Commercial Remodel , ❑ Industrial Remodel. ❑ Septic ❑ Well F1' Agricultural Exempt Building ❑ Other: .Brief Explanati n -(if necessary): /I 41M DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval Site P n Stamped Approved J,,,4 d t,Jl w Se l Z CkZ By aeb&4 Date T 1 f• � ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) El100-Year Flood Plain: _ > (See attached) • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Minor Variance EJ Administrative Permit ❑ Variance ---------------__--_------------__-----------------_ ---_----_-----------_--_—_—_-------- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: 4 — A Applicable Building Setbacks: Zoning Code Streets & Highways Fire Prevention Subdivision Map Front � , Side 5 Side Street Rear. V Height . '. Waterway ` N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Papre 9 of S Applicable Development Fees: Standard Fees Amount \, Formula ❑ Fire's`;','. 3 ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 _ ❑ Chico Urban Area — Road ' ❑ Thermalito Impact ❑ Other E --------------------- S ----------------���� Subdivision Map Special Fees ❑ Water Tender ' ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre-application review. 'A final determination will be made at the time of the building permit. Parcel Created By- ❑- Deeds: Date of Creation:Legal Access Provided: - 0 No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: [D No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify LegalAccess ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance '. ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment,; ❑ -Comply with Old Subdivision Lot Ordinance (Maps`recorded prior to Book 17 of Maps Page 23). j ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements a paaa Af S IN Subdivision Mav/Parcel Map: ,� 0-1 r f Map Date of Recording: Lot: Book: l . oZ Page: L (3 ❑ Use Pem: it/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission - requirements.of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa n Pa.-ae 4 of 5 OWNER'S STATEMENT ACKNOWLEDGMENT SURVEYOR'S STATEMENT • WE, CIDUS CARTER AND SAMANTHA LTifi CARTER HUSBAND AND WIFF:AS JOINTTENANTS, AS STATOFCALIFORNIA) S.S. THIS MAP WAS PREPARED BYME OR UNDER PIN DIRECTION AND IS BASED OWNERS OF THE LAND SHOWN IIERF.ON, AND MID VALLEY TITLE & ESCROW CO., TRUSTEE. ,i COUNTY OF BUTTE J UPON A FIELD SURVEY IN CONFORMANCF. WITH THE REOUIREM1111S OF THE UNDERA DEED OF TRUST RECORDED MARCH 21, 2002, INSTR�IMEM NO2002-14433, A DEED OF TRUST RECORDED MAY 23, 2002, INSTRUMLNTNO.2003-33305, ANDA DEED OF TRUST f�y /J �y1 /� �,/ LGfq-•_ �C !Y' ) 1(n SUBDIVISION MAP ACT AND LOCAL ORIDNANCF, AT THE REQUEST OF CHRIS RECORDED MARCH 5, 2004. NSTRUMENf NO.2004-12447, DO HEREBY STATE, THAT WE ARE THE ON % ,2004, BEFORE ME- //(1 NOTA YPWLIC. PC•RSONALLY APPEARED a 'E!A/f0 CARTER ON JULY 2003. THEREON STATE THAT THF.FlNAL MAP ' SUBSTANTIALLY CONFROMS TO THF. CONDITIONALLY APPROVED TENTATIVE ONLY PERSONS WHOSE. CONSENT IS NECESSARY TO PASS CLEAR TITLE 110 SAID LAND AND WE PERSONALLY KNOWN TO BE PROVED T.M ON THF -BASIS OF MAP, THAT THF -SURVEY IS TRUE AND COMPLETE AS SHOWN, THAT ALL CONSENT TO THE PREPARATION AND RECORDATION OF THIS MAP AS SHOWN WITHIN THE SATISFACTORY EVIDENCE)'TO BE THE PERSON(S) WHOSE NAME(S)1SlARE MONUMENTS WILL AF. SFT M THOSE POSITIONS INDICATED ON OR BEFORE DISTINCTIVE BORDER LINES. • DEED OF TRUST RECORDED SEPT 22, 20DQ INSTRUMENT NO 2001.51577 SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO MF. SEPTEMBER13,2004. THE MONUMENTS WILL BE SUFFlCIFNI"IO ENABLE THE THAT EXECUTED THE SAME IN AUTHORIZED CAPACTIY(IFS)AM) SURVEY TO BE RETRACED. WF. IIERI'.BY OFFER FOR DEDICATION TO THE COUNTY OF BUTTE TIE FOLLOWING: THAT BY SIGNATURE(S) ON THE INSTRUMENT THR PERSON(S) OR THE - A. OAKVALE AVENUE IN FEE, SIMPLE FOR PUBLIC SIREHT, PUBLLC UTILITIES AND ALL OT IER ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED. EXECUTED THE INSTRUMENT. - QµOFTSSJ PUBLIC PURPOSES AS SHOWN ON THIS MAP. WITNESS MY HAND H.PUEL SECTIONR1060FTHE STATED ON A,�CP ML CE 2297 ' EY ANDHIICBPASENFNI. OVER, AND STREET AND HIOIIWAYS CODE OVER, ON AND UNDER 7HOSB STRIPS OF UNO DFSIQNATL'D AS DESIGNATED 'P.S.E.•. COTTAGE COVE' DRIVE AND COTTAGE CREEK DRIVE' COUNTY SIGNATURE, NOTARY TO, DATE- ♦f REGISTRATIONEXPIRFS 12/31/05 C.RF.LINQUISIIAIENT OF ALL ABUTTERS RIGHTS OFACCIiSS ALONG THE OAKVALE AVENUE /J DQ /�al` �', ///� SFO/CIAL a\ - FAONTAGE OF LOTS 1,2.3.4•AND'A',EXCEPT AT THE APPROVED ACCESS POINTS AS SHOWN CO 115510N 'PIRES PRINTED NAME HEREON' - COUNTY SURVEYOR'S STATEMENT CLERK OF THE BOARD OF SUPERVISOR$' STATEMENT 1• MART E01ILL, DEPUTY COUNTY SURVEYOR OF THE COUNTY OF BATT, WE HEREBY ESTABLISH FOR PRIVATE PURPOSES THE FOLLOWING: L PAUL MCDTOSH, CLERK OP THE BOARD OF SUPERVISORS, DO HEREBY STATE OF CALIFORNIA, DO HEREBY STATE THAT I HAVE EXAM WEU THIS STATE THAT OPT, kal , 20(14• THE BUTTE, COUNTY BOARD OF FINAI. MAP AND THAT RIS SUI7STANTALLY THE SAME AS APPEARED ON THE 1. UOT.A• AS A STORM WATER DETENTION AREA FOR PHASE 1 AND 11 OI+(Y)TTAGF. COVE- SUPERVISORS OFFICIALLY APPROVED THIS FINAL MAP OF TUE COTTAGE TENfATI VH MAP AND ANY APPROVED ALTERATIONS THEREOF. THAT ALL SUBDIVISION. COVE SUBDIVISION PHASE I. PROVISIONS OF THE SL'BDMSION MAP ACT OF THE STATE OF CALIFORNIA ' - AND LOCAL ORDINANCE HAVE. BEEN COMPLIED WITH AND I AM SATISFIED 2. L0T'B' SHOWN AS COTTAGE COVE DRIVE AND COTTAGE CRERK DRIVE AS A ITEMS'A'.'W. AND •C' AS OFFERED IN THE OWNERS STATEMENT ARE THAT THF. MAP IS TECHNICALLY CORRECT. 4 NO -EXCLUSIVE FASF.MFM FORINGRFSS, EGRESS, DRAINAGE SANITARY SF.WFJL AND ACCEPTED ON BEHALF OF TOE COUNTY OF BUTTE ' UNDERGROUND PUBLIC UTILITYPURPOSES. SAID BASEMENT ISTD BE RESERVED IN DEEDS FOR THE BENEFIT OF LOTS 1 TRROUGH 10, LOT 'A'. AND THE REMAINDER PARCEL. THE SHOULD THE COUNTY OF BUTTE DETERMINE PURSUANT TO GOVERNMENT ` MAINTENANCE, REPAIR ANDKJR REPLACEMENTOF THE PRIVATE ROAD, SIGNS AND DRAINAGE CODE SECTION 66477.5 THAT THE PUBLIC PURPOSE FOR WHICH SAM $TUAAT EDELL DATE FACILITIES SHALL BE THE SOLE RESPONSIBILITY OF THE IAT OWNERS DFNFFITF.D, AS . PROPERTY WAS DEDICATED IN FEE SIMPLE. NO LONGER EXISTS. THE COUNTY DEPUTY COUNTY SURVEYOR COUNTY OF BUTTE ESTABLISHED BY THE APPROPRIATE ROAD MAINTENANCE AGRFEM ENT RECORDED SHALL RECONVEY SAO) PROPERTY AS SHOWN ON THISMA P TO THE ' RCE 29132 '• _ CONCURRENTLY HEREWITH. - SUBDIVIDER WHOSE NAME AND ADDRESS IS SHOWN IN THE OWNERS REGISTRATION EXPIRES 3/31107 - -� rA %.1wg-9-05 Alni'iT n��t a _aIQ14! SI'AlENIFT179N TUS SHEET, OR THE SUBDIVIDEWSSUCCFSSOR(S) IN ' INTEREST. CHRISCARTC•0.OWNER .. DATE NIHALEE ER DATE ' P.O. BOX 5055 V.O. BOX 5055 CHICO. CA 95966 CHICO. CA 95966 PAUL MCMTUSH CLERK OF THE BOARD OF SUPERVISORS - -. B 9A • MID VALLEY E AND ESCROW CO..'UKUSTEE DATE\ D ry Mk 4o,(J k=eNai ACKNOWLEDGMENT RECORDER'S CERTIFICATE _ SUBDIVISION MAP STATE OF CALIFORNIAFILFDTHLS c ♦1, DAYOFaCkbei .2004, AT _fm -A--M- N BOOK/tz S.S. COUNTY OF BUTTE - OF MAPS•ATPAGES[Q_/$__ AT THE RG•QUESTOF FEENEY ENGINEERING. - COTTAGE COVE ON��,2004, BE OARM S NARY PUBLIC SFRIALNUMBER,tgD_ -o"/PPS PER.CONALLY APPca�2�=�`SS�.`�._ ��rERsoNAu.v KNpuT rp BE (pa - SUBDIVISION PHASE I - PROVED TOMF- ON THE BASIS Of SATISFACTORY EVIDENCE) TO BE THE PERSON(S) WHOSE ' (A PRIVATE STREET SUBDIVISION) NAME(S) IS.ARE SUBSCRIBED TO TIE WITHIN INSTRUMENT AND ACKNOWLEDGED TO MP. RUfTE COUNTY RECORDER - 'THAT 'EXECUTED THE SAME W_ AUTHORIZED CAPACITY=) AND THAT BY - „CnJroACCJ.GRUBBs 'ESN: SIGNA-ILRE(5)ON THE RISTRUMENr THE PERSON(S) OR THE ENTITY UPON BEHALF OF WHIG{ - /�/ ' pPN: 068-360-118 2001-37269 ' IERSACTED, IXF.Clf1ED'IHE INSIRUM[M. - 9Y c WITNESS MYMY HAND HA ' � DEPUTY DAM NOTE PARCEL 4, AS SHOWN ON THAT CERTAIN PARCEL -A- MAP. RECORDER IN THE OFFICE OF THE \w1C�C ATURF OfAR PUBLIC - COUNTY 'l` �$�rA• I. ALL COMMON AREA LOTS (LOT STORM WATER DITENIION AREA AND LOT "B" STREETS, SHOWN AS COTTAGE COVE. DRIVE AND COTTAGE CREEK RECORDER OF THE COUNTY OF BUTTE, STATE V ' ` �y"1� DRIVE) AS SHOWN ON TMSMAP SHALT. BE OWNED IN COMMON BY TIE LOT., OF CALIFORNIA. ON OCl'OtlH)l 24. 1070, IN BOOK - �'\ ,— \ 1.'M•c\nZ�rC iC:V;. \V,j - OWNERS OFTIRS SUBDIVISIONE. SION AND T REMAINDER LANDS AS SHOWN88 OF MAPS, AT PAGE(S) S7 AS AMENDED BY A �nNcz-.c c• NAME HEREON. . CERTIFICATE OF CORRECTION RECORDED COMMISSION EXPIRES OCTOBER 30, 1978, IN BOOK 2338, PAGE 288, 2. A RIGHT OF WAY AFl-l±(TING THE PORTON OF SAID LAND AND FOR THE OFFICIAL RECORDS. ACKNOWLEDGMENT PURPOSE STATED HEREIN. AND INCIDENTAL PURPOSES A PORTION OF THE SOUTHRALF OF SECTION 14, STATE 1 .EOR: CONVEYANCEOFWATFR • T. 19 N., R. 4 E., M.D.L. S.S- COUNTY OF QUITE J COUNTY OF RECORDED: NOVEMBER 18, 1916, IN BOOK 151 OF DEEUS, PAGE 2M, - BUTTE COUNTY, CALIFORNIA • O�\Q EM A ATOBE(PUBLIC BUTT? COUNTY'RECORDS. - ,21A4ROI—t PE RSON LLYAPPNTHE�)�n CTed cc IS' ALLY KNOWNTO(OR DRNDMAYOR SAID EAOFWAY S NOT FOR CHRIS AND SAMANTHA CARTER ROVED PROVED IO ME ON THE BASIS Of SATISFACTORY EV(OFNCE)'IOtlET1P. PERSON(S) WHOSE HETHF. DEF.NEDO'RECO DEFINED OF RECORDANDMAV OR NIA, NOT AFFECT THE HEREIN DFSCIUBED AFFECTTHEH DESCRIBED .. NAMG(S)IS/ARE SUBSCRIBED 70711E WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME PROPERTY. P.O. BOX 5055 THAT_ EXECUTPDI'HESAMEIN AU7710R17-T:DCAPACI'IY(IFS)ANDTIATBI' ORDVBLE, CA 85968 SIGNATURE(S)ONTIIF INSTRUMFNTTHF.PE.RSON(S)ORTIWENTITY UPON BF.IIALFOPWHICII - THI±PERSON(S)ACTED,EXF.cun: THF.NSTRUMFNT. THEPORTIONOFSSE LAND AND FOR TIF. 3.ARIGHTATED By _ WTTNFSS MY IIAND PURPOSE STATED NLREIN,AND INCIDENTAL PURPOSES HEREIN, AND FOR: a PIPELINE FEENEY ENGINEERING �, �.. ���� �A COUNTY ONAIIIR OT RYFBBLIG DA ' \�\\V�•\ RECORDED: - AI'RLL 13. 1931, IN BOOK 71, PAGE. 37, OFFICIAL RECORDS. 1250 BAST AVE. SUITE /10 (\'� � � \^` ` \tel, �+�\�.��, • • CHICO, CALIFORNIA 85926 M.]� V`�� COMY�SIDN EYVIRFS PRINTED N - THE FJ(ACf ROUTE LOCATION OFSAID EASEMENT/RIGlfl'OP WAY IS NOT DEFINEACT RECORD. , P: (530) 898-0408 P: (590) BB9-0943 OYr, nuw PRO.Ec1s 2oa loss-TiAIUI e. MJ -m.4 -7 u w APRIL 15, 2004 SHEET I OF 4 ' ' • - �DQ/i /�dZ /'TGE i0 FD )4" REBAR (NO CAP). (EAST (R3 a S 89.59'36'W 1658.92')(R2) _ ` . _ER _ _ _ _ _ _ _ _ _ _ _ _ 1658.90' ((//._.-._._._._._._._._._.-._._�._._:_._._._._._._._._. _._ FD is 1P&CAP FD BUT7E'-�-�- -�-�- -• � ,�•-•-•-�-�-'-'-�-•-�--�-�-�- - - -�-�- LS3625 PER R1 • _. SEARCHED - ( ) COUNTY ),.,- -- -; MON A138 `/ �° �\\ I �� FOR AND SEARCHED / FOR AND j _ K PER (R1) i_ ' I "� NOT FOUND -_' PER (R3) - -•• NOT FOUND �� PER (R3) RECORDS j la v.>-O'32'S4ly� -%• •\ f RI RECORDED DATA PER BOOK 77t.5'Ll, l.-.-._.�•(O v 68 OF MAPS AT PAGE 57 r' R2 RECORDED DATA PER BOOK I "°•" ?� P A •, Fc^ <^ �"p / 2339 OF OFFICIAL RECORDS . REMAINDER -//) AT PAGE 288 CERTIFICATE oy I •F _ _ 1., OF CORRECTION Hip - FBOOKj 00 1 d/K x� \�.. c^ '�• "� R3 RECORDED DATA PER 4j. SEARCHED I i3)Z�'�'1' 7 117 OF MAPS AT PAGE 79 .[FOR AND z R4 RECORDED DATA PER BOOK NOT FOUND _ c c"4 • 1. ` - 60 OF MAPS AT PAGE 53 jPER (R4) �� n� _ _ •: p 1 CL, R5 RECORDED DATA PER BOOK j ,•- n i n� 11 a 144 OF MAPS AT PAGE 8 yI R6 RECORDED DATA PER LOCATION MAP N�0 O BOOK 49 OF MAPS AT PAGE 45 j - ,NIS I SCALE: 1"100' m•p 1 1n - O •:, '1 FD 3'i• iP NO ,r0 TAG PER .r • ' r . 4 t n .1 ��� ,...+It (R7) \•\ ii !FD 3'� IP .� t\:r _,-'-- —` !PER (R4) o---r BASIS OF BEARING \` -- LEGEND AND THE BEARING OF r� �9i SR) RECORDED DATA PER RECORD REFERENCES MEASURED DATA • NOT FOUND N74'22'03"W ALONG THE lM) �1 ( w� �b�p2'Z5, 5 762 PER (R7) 9,90\9\! OF AFOUND x FOUND AS SET �'REBAR OWITH PLASTIC CAP, RCE 22972 ,,. N _ _ �l `- ,� (N AVENUEUBETWEENCENTERNE COUNTY MONUMENTS AS j i CALCULATED POINT ' ` ' - t5a ac OT FOUND PER (RI) . `1 \F SHOWN ON RL P'\ 1--- POINT SEARCHED FOR AND NOT FOUND x FND CENTERLINE SET i§" REBAR &CAP, RCE 22972 - - m d 0'D\em"iFORRANDO 09\:9 MON. SET S-11 STD STREET. SURVEY MONUMENT FD BUTTE COUNTY MON A139 PER R1 - ( ) - ��\9- �\ .p \ \ �� / - INOT FOUND_ j (RS) LOT NUMBER - DISTINCTIVE BORDER LINE .\ \ jPER LOT LINE •+r° FD )¢" IP�'11, J` j 1- -1.21 j ----- PHASE LINE ; PARCEL 1 2 PARCEL 3 RSN: 2001 RCE 2435 �j;\ ��i I - PER (R7) I ----- CENTERLINE �AR7CqEL MBK117PM BK 109 =31295/ G PG 21C9`s_P. _ 0 \\ v J°5.�. F \` DETAIL A. i/ m nl d, Nrs. �� =! SUBDIVISION MAP FPEER FOR t (Rt) COTTAGE COVE ' IPARCEL.1 I SUBDIVISION PHASE I i PM BK 60 PG 53 . - +- k (A PRflATE SI'RBE'f SUBDMSION)RSN: 2001-49496APN: 088-380-118 RSN:2001-37259 0 PARCEL 2 �`. i -"-- _ PM BK \• ! - n� i �� • a ryi i ``\\ in Nj o of PARCEL 4, AS SHOWN ON THAT CERTAIN PARCEL .49 •, PG 45 /\'\i RSN: 92-11148 \ % . RECORDED IN THE OFFICE OF THE RECORDER _ z z! OF THE COUNTY OF BUTTE. SPATE I 0:16' OF CAUFORNIA^ ON OCTOBER 24, 1878^ IN BOOK 66 DP MAPS. AT PAGE(S) 57 RSN: 1998-27008 i t RSN: 2000-20010 I - 1 I AS AMENDED BY A CERTIFICATE OF CORRECTION RECORDED \ DENTS 8,G OCTOBER 30, 1978, IN BOOK 2339. PAGE 288. OFFICIAL RECORDS. RSN: 2003-02593 RSN: 96-006901 % i' '• I•--- yO Nry! U) q ! ���!FD i'a• IP I (R6) , A PORTION OF TBE SODTHBALP OF SECTION 14, / i i I ;L ry! ! �'--� jPER T. 19 N., R.4 E.. M.D.M. - PARCEL 1 PM SK 144 PG 8 4i ti y / i�� `�\ BUTTE COUNTY, CALIFORNIA RSN: 97-044218 FOR CHRIS AND SAAUNTHA CARTER PARCEL 2 ") i - _._._._._. _ _ 1 d. 1 P.O. Box 5055 PM BK 144 PC 8 RSN: 2002-15321 � RSN_.: 92-07851, i N o i !SEARCHED - OROVILLE. CA 95966 I ^- ' FOR AND MUTIMUND BY - PARCEL ? j i �*DETAIL !PER (R6) FEENEY ENGINEERING • M.O.R.SK j PG 56 DEN SLC /moi i \ i 1250 EAST AVE 6 10 FD 36" BOLTi4N CONC. �/ �_-� j FD 3'r• IP CO A _ N21'23'53"Ei 0.44 (N 89.08'02' E 620.17')(RI) j (NO TAG) P: ,(530) 899-0409 F:(590) 889-0843 ADJACENT PARCEL RECORDS NTS PER (R7) N 89'06'46• E _ 620_30' - _ _ _ _ - _ _k' PER (Rt) APRIL 15, 2064 sBesr 2 oP 4 61w: C:w mmcrs xooH/ov--c•Y.SLziaw/io!.1-w.a.a-�/u/a ._ _ _._._._._. _._._._._.-.-._._. _ _ c < } - � "- - , _ _ - - - . 1 FD YzREBAR (NO CAP) - PER (R3) - 158 - - L2- -'-' I W --- -- c)� - . ' ^' Lam\ t _-L46-_�f- 1 1 3TYP _ • - , \` - �� ,P 0.22 AC al - 40' IN FEE SIMPLEw t3 g� -- 0,23 AC - ' 'REMAINDER' DEDICATED TO THE--\ COUNTY OF BUTTE THIS MAP -. 40•x- ,, , . o I. - 072 j ,l i I ` • SCALE: 1"=S0' • . - 1% 1 •.- - ..-� 1 i Q -- L2i -. -.' ..� __ _1 _ ,. ; r•1 - 1 I LEGEND - - a Oj 1 ,�• COTTAGE ,'1 % (R) RECORDED DATA PER RECORD REFERENCES T 1.50 X - FOUND AS NOTED - - 1 ., 0.25 AC '1 +8 La9'-`-'-`"6'--- X SET REBAR WITH PLASTIC CAP, RCE 22972 • _ CREEK DRIVE I o CALCULATED POINT tp PSE ° ," Vii� I JK FND CENTERLINE MON., PER B.C. STD. S-11 -� 1.27 - O3'. PSE, SETS-11 STD STREET SURVEY MONUMENT '' ,t' TIP 1 1i '--' -- "'---1 O. LOT NUMBER & LOT ACERAGE ` I 't - _ PROPERTY LINE � - ��'' •t I LOTLINE` •' 1 0.21 AC rl - ABUTTER'S RIGHTS ` " �• 30 O1I ----- PHASE LINE OF ACCESS 1 _. ` O7 •�- - CENTERLINE- REUNOUISHED > Lw� ,� G� I '- PUBLIC SERVICE EASMENT (PSE) u �, 1 __ - _ _ ` 0.26 AC 1 "' 'RELINOUISH ABUTTER'S RIGHTS � ' \^" 1--- -' CALCULATION LINE ' • • '``�� �, -�� ,1 .1 1 .13. PSE •G -'Y 1•TYP • 7 N " O �� �] - _ „- + _ • 1� �t X0.21 AC- ' 01• ) • .1, • .`, - " _ RECORDS -. '_ •` _ -- R3 - RECORDED DATA PER BOOK' - - 19G l' • ��9. �" 1` O 1 --LB 11 - k` 117 OF.MAPS AT PAGE 79 l 1� i.'� r •019G'1 G,� 0.22 AC - • L. 1� 10 ; V* l ' \LTL 4 - ' v 1 `• ' 1, SUBDIVISION MAP • RADIA BEAR N TABLE G . w, , . O , Cf11' L56 1 �1 FOR LINE BEARING , 0:20 AC COTTAGE COVE' t N75'18'34'E 0 1 , - ,y 10 ; 1 ,' _ -^'C 1 2 56008'58"E - - 1.1g , c t • 0.24 AC ... 1 m R - S63'12'41'w '. - 1 /• Ls+ G ` �. -. ;' ` 11 SUBDIVISION PHASE I, 4 S78'44'45'E • r _ i' me 0.23 A w .,k 1 ; - (A PRIVATE STREET SUBDIVISION) -' - - • - Li5'�� r, i'� " 1 ^111 , --fig` - APN: 068-360-116 RSN: 2001-37259 E 1' • ' . I , R9 G6 .-'. �j 10' PSE ,, ��. ,� B cP -- ` �� PARCEL 4, AS SHOWN ON THAT CERTAIN PARCEL ! e •/ O \�3� C�'t�i_s '6Y1 I4", RECORDED IN THE. OFFICE OF THE CURVE TABLE 1.65 AC �. �" wE t RECORDER OF THE COUNTY OF BUTTE; STATE CURVE LENGTH RADIUS DELTA - �CIB i E i( DR OF CALIFORNIA, ON OCTOBER u, 1978, IN, BOOK Cl -118.81 90.00. 75'38'21' C7 �� i.R • I 68. OF MAPS, AT PAGE(S) 57 AS AMENDED BY A C2 26.40 20.00 75'3757 r �� OA CJ CERTIFICATE OF CORRECTION RECORDED C3 36.43 20.00 104.22'03' - `i �i '' %�: r OCTOBER 30, 1976, IN BOOK 2339, PAGE 288, C4 46.91 30.00 89.35'97 0'23 AC OFFICIAL RECORDS. ABUTTER'S RIGHTS ` w ,. �' A PORTION OP THE SOUTHHALF OF SECTION 14,_ C5 139.50 90.00 88.48.22' I. 1.,2. �' 1.61 - OF ACCESS - - T. 19 N., R. 4 B., M.D.M. C6 16.08 6.00 153'35'57' REUNOUISHED 1 t i '- ` BUTTE COUNTY CALIFORNIA C7 128.84 52.00 141.57'26' 1 CS 8.77 3.00 167.34'44' FOR. ' C9 31.421 20.00 90.00.00• 49_��F CHRIS AND SAMANTHA CARTER CIO 31.42 20.00 90.00100• - •, �" . C11 18.96 8.00 135.46055' P.O. BOK 5056. C12 122.94 52.00 135627'32' - - OROVIIIB• CA 05988 C13 18.82 6.00 179.40'37' - . .. C14 .15.04 60.00 14.21'39'_ BY C15 79.21 60.00 75.38.20• - - FEENEY ENGINEERING 'CI6 12.54 50.00 14.22'04' 1250 EAST AVE 6 10 _ C17 46.91 60.00 44.47'34' - - - - CIIICO. CA - CIO 46.91 60.00 44.47'34' P: (530) 890-0409 F: (530) 699-0943 - APRIL. 15, 2004 SHEET 3 OF 4 ' LINE TABLE LINE LENGTH -1 BEARING ,LI 110.78 N89.59'36'E L2 360.79 N89.59'36'E L3 .80.35 N89'59'36'E L4 120.04 S00•I0'51'E LS 60.00 S00•I0'5I'E L6 88.95 S00•101510E 1.7 55.71 S13'57'a2'E LB 76.15 N82.59'43'E L9 133.98 S13'57'42'E LID . 60.41 - S13-57'42T50'W ` 1.11 144.41 S76.02.50'.V L12 204.35 S76.02'50'W L13PER 100.46 S14.22'03'E L14 84.82 S14.22'03'E\ LIS 58.96 • S14.22.03'E LI6 ' 78.96 S14.22:03'E L17 79.03 S14.22'03'E 1.18 130.47 S14.22'03'E L39 72.31 S14.22'03'E L20 - L20 38.51 N34'22'03'V 45.04 N90.00'00'W L22 80.35 N90.00'00'W 1.23 99.96-N90'00'GO'W 1.24 91.67 S14.22'03'E L25 .96.82 S14.22'03'E. 1.26 -71.59 S14.22'03'E L27 68.81 N76'02'50'E L28 75.59 N76.02'50'E • 1.29 75.00 N75'3T5TE L30 - 58.96 N14.22'03'V .1.31 78.96 N14'22'03'W L32 79.03 ' N14.22'03'V L33 88.95 N14.22'03'V L35 120.03 SOO'1T'57'E 1.35 100.00 N75'3T5TE L36 99.31 N75.37'57'E L37 143.20 S13'57'42'E L38 102.09 S13'37'42E 1.39 115.00 N75.3T5TE Lao 115.00 N75'3T5TE 1.41 115.00 N75'3T5TE L42 , 43.14 w N14.22'03'W L43 436.81 N14'22'03'W L44 135.00 N14'22'03'W L45 .:40.00 N75.37'57'E L46 87.74 N89.5936'E 1.47 91.74 S14'22'03'E L48 10.00 N75'37'57'E L49 40.00 N75'37'57'E L50 99.96 - N90.001001E " L51 263.31 S14.22'03'E L52 46.77 S14.22'03'E 1.53 144.41 - N76'02'50'E L54 10.00 S75.37'57'W 1.55 135.00 S75.3T5TV. 1.56 40.00 S75.3T5TW L57 41.11 S13.57'42'E L58 351.92 N89.5936E L59 268.99 S00'10'51'E L60 193.98 S13.5742'E L61 348.77 S76002.50'V L62 605.00 N14.22'03'W L63 371.52 S20'32'54'E ' L64 1154.49 -NDO'38'18'E L65 39.41 S14.22'02'E L66 50.00 S14.22'03'E 1.67 40.00 S76'02'50•W L661 41.29 N89*59'36'El L69 - 326.22 S14.22'03'E 1.70 14.23 S14.22'03'E _.�._._. Dnp . _. •`, _--�.--'�\ •.Qp i i so MTYP - • ON INTERIOR . ' . . o R •. SC BA 1tP 1 \ 1 nz I ON INTERIM 1\ } 50' BA • `I nO 1 . i SCALE: 1"=100' 50' BA i \ INTERIOR • LEGEND •` ,1 Osi. ' • ' .— �.. LOT NUMBER i� a \ �� - • — PROPERTY UNE 1 g' • 'I�.i - - LOT UNE I • i� ____ PHASE UNE CENTERLINE BUILDING SETBACK LINE Y 50' 8% EACH SIDE FROM • SECONDARY LINEAMENT _ _SBING, - • THEADDITTONALINFORMATION SHOWN ONTHIS SHEET IS FOR INFORMA'I'IONALPURPOSFS.DFCRI ` r F • CONDITIONS AS OF THE VATF.OF FILING, AND IS NOT INTENDED TO AFFECT RECORD'TOT.Ii iNTERPST. i SUBDIVISION MAP NOTES: % FOR 1. DUSI'GENERATED BY THE DEVELOPMENT ACTIVITIES SHALL DE KEPT TO A 3. A DEVELOPMENT IMPACTFEE FOR SCHOOL FACILITIES SHALL BE PAID PRIOR •COTTAGE COVE •BC• MINIMUM WITH A GOAL OF RETAINING BUS' FON THISITI. FOLLOW TIN DUST TOISSUANCE OF BUILDING PERMITS. THE TIIE AMOUNI'WOULD FOR TIP. / ,. �' CONTROL MEASURES LISTED BELOW: DETERMINED AND CALCULATED AS OF THE DATE. OFAPPLICATON BUILOINGPF-RMTTS. ,.. • - - - SUBDIVISION PRASE I - - A. DURING CLEARING. GRADING. EARTHMUVING, EXCAVATION, OR • . _ ' • - a" � � •' / - � I (A PRIVATE STREET SUBDIVISION) TRANSPOR'TA'OON OF CUT OR FILL MATERIALS. WATER TRUCKS OR SPRINKLER 4.ADF-VEL.OPMEWT IMPACT PEE FOR SHERB`FS FACILITIES SHAD. BE PAID SYSTEM S ARE TO HE US ED TO PREVENT DUST' FROM LEAVOIGTHF. SITE. AND TO PURSUANTTYT THE PROVISIONS OF CHAPTER,T. ARTICLE, II OF TIIi Bin FIT; AEN: 088-380-118 RSM: 2001-37259 CREA'1'EACRUSI'AFTER EACH DAY'S ACTIVITIES CEASE - COUNTY CODE PRIOR TO ISSUANCE OF BUILDING PERMITS. THE Ffi-AMOUNTa WOULD BE DETERMINED AND CALCULATED AS OFTIIR DATD•UF -OFA' / I B. DURING CONSIRUC7'ION, WATER TRUCKS OR SPNINKLER SYSTEMS SHALL HE FOR THE BUILDING PF1L\UT. 'AS ON TFEAT CERTAIN PARCEL PANEL 4, USED TO KREP ALL AREAS OF VEHICLE MOVO4ENT DAMP ENOUGH TO PREVENT' DUST FROM LEAVING THE SI' TE AT AMINIMUM,TIIAWOULDINCLUDU S. NO SIBUCTURNS SHALT. BE PLACED WRNIN'THL' 50.FOOT SECONDARY ,. / RECORDED OFFICK OF THE ' (. MAP, RECOSDED III THE WETTING DOWN SUCH AREAS IN THE LATER MORNING AND AFTER WORK IS LWEAMENT dNLDING SETBACK AS DFPP=. RECORDER OF THE COUNTY OF BVITE. STATE COMPLETED FORTHE DAY ANDWIIENEVER WP:DP.XCEFDS 15 MITES PER HOUR. - - I OF CALIFORNIA. ON OCTOBER 24, 1978, IN BOOK • 6. DT:VEIDPMENTOP PARCELS WILL REOIRRE CONNECTION TO A PUBLIC , v BB OF RAPS'AT PAGES) 57 AS AMENDED BY A C SOIL STOCKPILED FORMORETANTWO DAN'S SIIALLBECOVERED. KEPT SANITARY SEW ER, / CERTIFICATE OF CORRECTION RECORDED MOIST. OR TREATED WITH SOIL HINDERS TO PREVENT DUST GENERA 'DON. 7. DEVELOPMENT OF PARCELS WILL REQUIRE CONNECTION TOAPUdLIC � AI I 30, 1978. IN H00% 2338, PACE 288, OCTOBER 30, 2. DURING CONSTRUCTION, SHOULD ANY ARCHAEOLOGICAL ARTIFACTS HE WA'1}A SUPPLY. - - / _ OFFICIAL RECORDS.' DISCOVFJRED. THE PLANNING DIVISION SHALL RE NOTIFIED IMMEDIATELY. AND - _ I • A POIMON OY TBE SOLT®f u OF BE ON 14. ALI. WORK SHALL CEASE UNTIL A QUAUFIED ARCHAEOLOGIST NAS HXAMINED R. LAND UES WITTRN TiIB DOUNDS OF TIIE OROVILIL•WYANOfITTE 10.RIGATON T. 1B N. B. 4 E., M.D.M. TIF. ARTIFACTS AND THE SITE AND SUBMITIED HISON HERFINDINGSTO'THE DISTRICT. / - BUTTE COUNTY, CALIFORNIA PIANNINGDIVISION•ANTI RECOMMENDED CLEARANCE TO CONTINUE - I RECOMMENCEMENT OF CONSTRUCTION SHALL BE UPON TIE APPROVAL OF 9. LANDSLIFSWITILN TNF: OOUNDSOF TAKE OROVILUiAREA PIIOUC UTILITY /. '. FOR 1 THE PLANNING DIVISION. -DISTCT.. RI CHRIS AND SAMANTHA CARTER P.O. BOX 5036 I OROVIW.H, CA 95986 • y BY FEENEY ENGINEERING 1250 EAST AVE ® toCHICO. CA P: (530) 888-0409 F:'(530) 899-0943 L._._..._._._._._._._._.J APRIL 15, 2004 SHEET OF DIVN QLMD M0.CC`5 2GDa/�.055-cARTEa/e.a/`osYw.o-.O-)/Isis• CERTIFICATE OF COMPLIANCE: Residential Page l CF -1R Project Title: Nye Single Family ,. Run: 143 12 -Dec -04 Project Address: 26 #9 Castle Creek Drv. CARTER-NYE Oroville, Ca 95966 Building Title: Nye Single Family' Building Permit ,# Document Author: Jake Finlay Telephone: 530-533-0487 Plan Check / Date Compliance Method: CALRES2 1.4.02 Field Check / Date -Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: 2960 f2 - Average Ceiling Height: 9'0" ft -in Building Type: SFA .•$.ingle*Family Attached Building Front Orientation: 270.d�g,(West) Glazing Area, o of Floor Area: 17.9o, Average Fenestration U-Value:0.42 Average Fenestration SHGC: 0.41. Number of Stories: 1 Number of Dwelling Units: 1.00 Floor Construction Type: Slab on•grade. • BUILDING SHELL INSULATION Cavity Sheathing Component Insul Insul Total Assembly Type R -value R -value -R-value U -value Location/Comments Door 0 -- :'3.03 0.330 ------ - - - - - - Outside Door 0 -- .•3.;03 0.330 Unconditioned Wall 21 0 .1.6'.95 0.059 Outside Wall 21 0 1:6.95. 0.059 Outside Wall 21 0 ...16:95,0.059 Outside Wall 13 0 11'.36 Wall 0.088 Unconditioned 21 0•.' 16'.95 0.059 Outside Wall 13 0 11.36 0.088 Unconditioned Wall 21 0 .16.9.5 Ceiling 38 •41.67 0.059 Outside 0 .0.024 Attic Floor 0 0 3.38 0.•295 Grade " FLOOR TYPES AND.AREAS Construction_ Type_- _- __ Area.(ft2) -Conditioned? Exterior_ Conditions/Descripti _ Slab 2960 Yes Grade -------- CERTIFICATE OF COMPLIANCE: Residential-*-. Page 2 CF -1R Project Title: Nye Single -Family Run: 143 12 -Dec -04 FENESTRATION Area Fenestratign'Fenestration Exterior Overhang Type/Orientation (ft2) U -factor: SHGC Shading and Fins Window South 172.0 0.42 0.42 BugScrn None Window West 145.0 0.42 0.42 BugScrn None. Window North 107.0 0.42 '0.42. BugScrn None Window East 105.2 0.42 0.42 BugScrn None THERMAL MASS Area Thick Type Cover (ft2) (in),.'Location/Comments ---- ----- ,--------------------------------------- None HVAC SYSTEMS .Refrigerant Distribution System Charge and Location Type Efficiency,. blirflow TXV and R -value --------------------------- ------------------- ------------------- Furnace 0.80 AFUE, N/Pi Attic R-4.2 Air cond. central split 12.00 SEER. -No Attic R-4.2 HVAC DISTRIBUTION EFFICIENCY DETAILSt'" ' Duct Leakage Supply Target Duct Surface ACOA Manual ' D ( leakage cfm/ System Name Area Design %' of fan cfm) Fan 'CFM ' ----------•----------------------- CEC_100%R4.2 799 No n/a 2072 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System -Name- Type- Heater Name Heater Type Htrs Factor (gal) --------------- Standard—Gas Standard StandardGas Storage gas 1 0.53 50 SPECIAL.WATER HEATING'SYSTEM CREDITS Solar savings Wood stove Wood stove System Name fraction boiler?," boiler pump? ------------ Standard—Gas -- No t -No CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: Nye Single Family Run: 143 12 -Dec -04 SPECIAL WATER HEATER/BOILER DETAILS Rated Water- Recovery Input : S•tandby Heater Name Efficiency AFUE (kBtuh) -Loss ---------- ---------- ----=------- `------ StandardGas 760 -- 36.00 -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe System/Name Type Number run. ( f t ) ;. ---------.------------------- - -,- ---- - - - --- None SPECIAL FEATURES, REMARKS, AND NOTES 1. Heating duct register location: -.Ceiling. 2. Cooling duct register location:.Ceiling'. NOTE: Water heater wrap is required Pilot Tank Light R -value (Btuh) Pipe Insul Insul diam (in) thck (in) R -value COMPLIANCE STATEMENT This certificate of compliance lists• the.building features and performance specifications needed to comply with the'Dilergy Standards in Title 24, Parts l and.6, of the California Code of Re'gul�eilins, and the Administrative regulations to implement them. This certificate'..has.been signed by the individual with overall design responsibility. When -this'certificate of compliance is submitted for a single building.plan to be buil,t.*in'.multiple orientations, any shading feature that is varied is indicated in tYe-Special Features, Remarks, and Notes section. • CERTIFICATE OF COMPLIANCE: Residential, Page 4 CF -1R Project Title: Nye Single Family'. Run: 143 12 -Dec -04 DESIGNER OR OWNER DOCUMENTATION AUTHOR Jake Finlay. Jake Finlay Jake Finlay Design Monte J. Pratt Design 1935 Campbell Ave 5280 Lower Wyandotte Rd. Oroville, Ca 95966 Oroville, Ca 959566 (530)533-0487 530-533-0487 Cer ification #: eg�;: .- z Z - z -v gned Date gned Date ENFORCEMENT AGENCY Name: Title: Agency. Telephone: COMPUTER METHOD SUMMARY Page 1 C -2R Project Title: Nye -Single Family Run: 143 12 -Dec -04 Project Address: 26 #9 Castle Creek Drv_ CARTER -NYE Oroville, Ca 95966 ' Building Title: Nye Single FamilS '''. Building Permit # Document Author: Jake Finlay Telephone: 530-533-0487 Plan Check / Date Compliance Method: CALRES2 1.4.02 �. Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 13.28 Space Cooling 9.56 Water -Heating 9.63 Total 32.47 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, o of Floor Area: Average Fenestration U -Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones: Total Conditioned Volume: BUILDING ZONE INFORMATION Floor Zone Area Volume Name '(ft2) (ft3) HOUSE ,2960 26640 Proposed Design --------------- 11.11.. 10.99 9.54 --- ---- Complies. :31.63 Yes 296:0'.'f t2 9-'0" ft -in. SFA ' 'Sirlgle Family Attached 2.70'deg (West) 17 9a 0.42 0•.41 1.00 11 . Slab on. grade l ' 26640 ft3 Vent Thermostat Height Type Type (ft) - - - - - 1 - - - -- ------ ------ Conditioned -- - Conditioned CEC_Standard 210" OPAQUE SURFACES SurfaceArea U- Insl Total,Tro '.' Slr Construction Type (ft2) factor Rval Rval Azm Tlt Gns Type Zone = HOUSE -- --- ---- --- ------------ Door 40.0 0.330 0 3 18'd.' .90 fes 6068FRNCH Door 20.0 1 0.330 0 3 '90 ' 90' '. No CEC_30-Wood Door 20.0 0.330 0, 3 270 90'Yes CEC_30-Wood Wall, 636..5 0.059 .21 17 270- 90 Yes W21.2x6.16 Wail 445.0 0.059 21 17 180..9.0 Yes W21.2x6.16 Walla 208_0 0.059 21 17 0 '90 Yes W21.2x6.16 Wall 230.0 0.0.88 13 it 0 910. No W13.2x4.16 Location/Comments ------------------- Outside Unconditioned Outside Outside Outside Outside Unconditioned COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: Nye Single Family Run: 143 12 -Dec -04 OPAQUE SURFACES continued Surface Area U- Insl Type ( f t2 ) factor Rval Wall 470.8 0.059 21 Wall 209.5 0.088 13 Wall 22.0 0.059 21 Ceiling 2960.0 0.024 38 Floor 2960.0 -- 0 PERIMETER LOSSES Perimeter Length F2 Type (ft) Factor None Total Tru S'lr Construction Rval Azm'Tlt'Gns Type 17 90 '90 Yes W21.2x6.16 11 :90 90 •,No W13.2x4.16 17 315- '90' Yes W21.2x6.16 42 - 0 Yes R38.2x4.24 -- -- 180- No Slab140C Insul Insul ' Depth R-val, .(in) ----- --, --- Location/Comments Outside Unconditioned Outside Attic Grade Location/Comments ---------------------------------- FENESTRATION SURFACES ' Fenestration. Exterior Shade Over - Fenestration Area ----------=--=- Tru ----------------- hang Name Type (ft2) U -factor SHGC. Azm Tilt Type SHGC /Fins -------------- ------ ----- -------- - - =_ '- - - - - - - - - - - - - - - - - - - = HOUSE ------ ------Zone BED3-FRONT Window 20.0 0.42,0-.41 180 90 BugScrn 0.76 None BED3-ARCH Window 5.0 0.42'... 0.41 180 90 BugScrn 0.76 None DINING Window 40.0 .0.42**. 0.41 '0,,4'1- 180 90 BugScrn 0.76 None DINING -ARCH Window 12.0 0.4.2` 180 90 BugScrn 0.76 None FDOOR-ARCH Window 9.0 0.42-,."0-.4i 180 90 BugScrn 0.76 None FDOOR-GLZ Window 16.0 0.42'••' 0.41 180 90 BugScrn 0•.76 None BED2 Window 33.8 0.42., 0..41. 180 •90 BugScrn 0.76 None BED2-ARCH Window 11.2 0.42.'.0.41 180 90 BugScrn 0.76 None MBATH-FRONT Window 20.0 0.42 0.41`180 90 BugScrn 0.76 None MBATH-ARCH Window 5.0 0.42- ':4.141'180 90 BugScrn 0.76 None MBATH-LEFT Window 12.0 0.42" 0',,41 270 90 BugScrn 0.76 None MBED-RT Window 15.0 0.42 `0..41 270 90 BugScrn 0.76 None MBED-LFT Window 15.0 0.42 ►, 0.41 270 90 BugScrn 0.76 None SITTING -LFT Window 15.0 0.42' ,0.41.270 90 BugScrn 0.76 None NOOK Window 25.0 0.42 ' 0..41.270 90 BugScrn 0.76 None, POWDER Window 7.0 0.42:, 0-4i 270 90 BugScrn 0.76 None LAUNDRY Window 15.0 0.42, 0.41.270 90 BugScrn 0.76 None SITTING -REAR Window 35.0 0.42 0..41 0 90 BugScrn 0.76 None OFFICE Window 20.0 0.42,,' 0.41` 0 90 BugScrn 0.76 None LIVING Window 52.0 0.42.•. .0.41 0 90 BugScrn 0.76 None NOOK -SLIDER Window 41.0 0.42•••-0.41.315 90 BugScrn 0.76 None FAMILY Window 45.0 0.42 0-.1' 90 90 BugScrn 0.76 None BATH2 Window 6.0 0.42 .01.41. 90 90 BugScrn 0.76 None BED3 Window 20.0 0.42;. Q.41 90 90 BugScrn 0.76 None SIT -Slider Window 34.2 0.42.. 01.41' 90 90 BugScrn 0.76 None t , COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: Nye Single Family. Run: 143 12 -Dec -04 OVERHANGS Fenestration --------------=----------- Length Height, Left Right Name Width Height 'H' I.V1 Extension Extension None FINS. Left .F n Right Fin. Fenestration .Dist Dist -------------------------- Fin Fin Ht from Fin Fin Ht from Name Height Width Depth Height ..''V'' fenes Depth Height IV' fenes ------------ ------ ------ ------ '- -=- ------ ------ ------ ----- ------ None THERMAL MASS Vol Cond-;' Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type,.. Rval Location/Comments -- ----------------- ------- None , SOLAR GAIN DISTRIBUTION. Fenestration Winter Summer Targetted Name Fraction Fraction Thgrmal'Mass Comments --=--------- -------- ------- ------- - -- -------------------------------- None , HVAC SYSTEMS Refrigerant Minimum Charge and Equipment Duct Location System Name System Type Airflow TXV Efficiency and R -value - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T _ - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - Zone = HOUSE GasFur.80 Furnace N/A 0.80 AFUE Attic R-4.2 Acsplit12 Air cond. - central split,'.No 12.00 SEER Attic R-4.2 HVAC DISTRIBUTION EFFICIENCY DETAILS Duct Leakage Supply ;Target Duct Surface ACCA Manual D' (leakage cfm/ System Name Area Design _ %!Of fan cfm) Fan CFM - ----- ,---------------------- CEC_100oR4.2 799 No „ n/a 2072 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: Nye Single Family, -------------------- Run: 143 12 -Dec -04 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type Heater Name heater -Type Htrs Factor (gal) Standard-Gas Standard StandardGas Stprage gas -- - - -- - - - - -- 1 0.53 ------ 50 SPECIAL WATER HEATING SYS'T'EM CREDITS- -Solar savings Wood stove_:Wood stove System Name fraction boiler?-- boiler pump? --------- Standard—Gas -- No No SPECIAL WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input• Standby Tank Light Heater Name Efficiency AFUE (kBtuh) .-Loss R -value (Btuh) - - - - - - - - - - - - - - - - - - - - - - - - - - ------ - -•� - - - - - - - - - - - - - - - - - - StandardGas 760 -- 36.00 -- -- -_ HYDRONIC DISTRIBUTION AND TERMINALS.'•. '.Pipe Pipe Insul Insul System/Name Type Number- run'.(ft) diam (in) thck (in) R -value ---------- None --- - - - - ----- - - - - --- - - - - - - 1 SPECIAL FEATURES, REMARKS, AND NOTES 1. Heating duct register location: Ceii'L.' 2. Cooling duct register location:Ceiling. NOTE: Water heater wrap is required .. 1 MANDATORY MEASURES CIJECKLIST: RESIDENTIAL (Pae i of 2) MF -IR Note: Lowrise residential buildings subject to the Standards milstrcontain these measures regardless of the compliance approach used. Items marked with an asterisk (•) mny be superscae'd by niore•stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into tine petniil documents, the features noted shall be considered by all parties as minimum component performance specifications for tlie,mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Insiructirrlls: Check or initial 111plicable I1QXCS when`ctiinpletcd or enter N/A if not applicable. DESCRIPTION - DESIGNER ENFORCEMENT' Building 1?nvelope Measures: ' §150(a)' Minis nun R-19 ceiling insulation. § 150(b): Loose fill insulation manufacturer's labeled R-Valuc. • ' § 150(c): Minis non R-13 will insulation in wood Gamed walls or equivalent .,[;-Factor in metal frame walls does not a I to exterior moss walls . �( ' §150(d)i Minimum R-13 raised floor insulation in framed (l'oors. , _\ § 150(1) : Slab edge insulation - water absorption rate no greater than 0.36/x, u iter vapor transmission talc no greater than 2:0 enn/inch. § I I R: Insulation specified or installed meets insolation quality standards. Indicate type and conn. § 116-17: Fenestration products, Exterior Doors, and InfiltratioldF? filtration Controls I. Doors and windows between conditioned and unconditioned spaces'designed to limit air leakage. 2. Fenestration products (except field -fabricated) have label with certified U -factor, certified Solar Heal Coefficient (Sll(.;C), and infiltration certification. 3. Exterior doors and windows weathersitipped;-all joints and pencirati.v* caulked and scaled. § 150(g); Vapor barriers mandatory in Climate Zones 14 and 14 only. 7§ 150(0: Special infiltration barrier installed to comply with §• 151 titgetg Cpinmission quality standards. 50(e): lation of Fireplaces; Decorative Gas Appliances e98 Gas Digs. d factory -built fireplaces have: le metal or glass door b. (),',side air intake with damper and control /{ c. Flue damper and control t 2. No continuous burning gas pilot lights allowed. . r pace Condilioning, Water bleating and Plumbing Sys(cm Measures: §110-§ 1 13: HVAC equipment, water heaters, showerhealls and faucets certified by the Commission. §150(h): "eating and/or cooling loads calculated in accordance with ASI (RAC, SMACNA or RCCA. 150(i): Setback thermostat on all applicable heating mul/or cooling systems. . § 1506): Pipe and tank insulation I. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater., 2. First 5 feet of pipes closest to water heater tank, non -recirculating+ systeins, insulated (R-4 or greater) 3. Rack -up Tanks for solar system, unfired storage tanks, or 61her indirect hot }viler tanks have 11.12 external insulation or R-16 connhined internal/external insulntion. ' 4. All buried or exposed piping, insulated in recirculating sections of hob water systems. 5: Cooling system piping below 55" F insulated. 6. Piping insulated between heating source and indirect hot watei•tank. 'J'1_1111ill-v'i -);till MANDATORY MEASURES CH.ECKLIS`I': •,RESIDENTIAL (Page 2 of 2) MF -IR Note: Lowrisc residential buildings subject to the Standards must cohtatq'these...measures regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded bg more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into Phe permit docyments, the features noted shall be considered by all parties as minimum component performance specifications for the matldalory'measures whether they are shown elsewhere in the documents or on this checklist only. r r. :r Instructions: Check or initial applicable boxes when GompletO or enter N/A if not applicable. DESCRIPTION ,+ DESIGNER ENFORCEMENT Space Conditioning, Water Pleating and Plumbing $ystetn Measures: (continued) • §I50(m): Ducts and Fans I. AH ducts and plenums installed, scaled and insulated to meet the regirirenrerit gfthe'1998 CMC Sections 601, 603, 604, and Standard 6-3; ducts insulated to a minimum installed level of R -4.2 -or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL. 181, UL 181 A. or lit..181 B. Jf mastic or tape is used to seal npenings greater than 1/4 inch, the cmnhifin lint) of mastic rand either mash or tape shall he used. Building cavities shall not be used for conveying conditioner) air. Joints and seagis� nf duct systems and their components shall not be sealed with cloth back rubber adhesiXe duct -tapes unless such tape is used in combination with mastic and drawhands. 2. Fxhaust fan systems have hack draft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, k manually operated dampers. § 114: pool and Spa Ideating Systems and Equipment. 1. System is certified with 78% thermal efficiency, on-offswitch, w6wiclproofoperminp instructinns, nn electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar tenting. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch) § 115:, Gas fired central furnaces, pool heaters, spa heaters or household Fbnking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr •r Lighting Measures: § 150(k)I.: Luminaires for general lighting in kitchens shall have lamps rbith an effioacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a.switch on a readily accessible lighting control panel at an entranceto the kitchen. ' with a, shower or bathtub must have either at least ane luminaire with lamps with ancacyof40 E'IIO(k'I.:Rooms lumens/watt or greater switched at the entrance to the•ronnt or 0ao'nf the altemalives to this e uirement allowed in § 150(k)2.; and recessed ceiling fixtures are IC insulatlon'cover approved. COPY of Document Recorded 07 -Feb -2005 2005-0007417_ AND;WHEN RECORDED MAIL TO: Has not been compared with,, original , BUTTE COUNTY BUILDING DIVISION BUTTE COUAITY 'RECORDER 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 • F- AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL. DEVELOPMENT Section 26-8 of the Butte County Code required this`acknowledgment to be recorded prior to issuance of a building. permit. The property descrihed. herein is adjacent to land or included within an area zoned for agricultural purposes . and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and�fertili' fs;_and from the -pursuit of agricultural operations including, but not.limited to cultivationplowing,s ra in runin and harvesting which occasionall ' generate dust E � g, , P, Y g,. p g, g Y g , smoke, noise, and .odor. Butte County has 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. a All that real property situate in -the County of Butte, State -of California, described as follows: �'L, 6"o 771,467c f3P vG8-v�//-o'LJ. SAF /4rA60 jDateZ— 7PROPERTY OWNERS: State of California ) County of 13 u ) On before me; Ivtu^ Y 7 31 we v:i.k.,2�j ' personally appeared Ct4d�is O-Aa-r8co_ personally known 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. ? WITNESS my han and of5cial seal. ` Signature �/ Seal: . - KARY J: Chi DWELL -10 ^' Commission #1381097 f z; Notary Public v -Califomia A.P. # Butte County 9"ICd.� My Comm. Exp. NOV. r\ r<<{<1 u° 08, 2006�'�'�� t s ORDER NO. BU -186818-3 ` DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA,: F COUNTY OF BUTTE, AND IS DESCRIBED AS'FOLLOWS: PARCEL I• PARCEL 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE. OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, . ON OCTOBER 24, 1978,.IN BOOK 68 OF MAPS,AT- PAGES) 57. CERTIFICATE OF CORRECTION RECORDED OCTOBER 30,1978, IN BOOK 2339; ` PAGE 288, OFFICIAL RECORDS: APN. 068-360--018-000 a PARCEL II: J , A NON—EXCLUSIVE EASEMENT FOR THE CONSTRUCTION AND MAINTENANCE OF A SANITARY SEWER. SAID EASEMENT TO BE 12 FEET IN WIDTH, LYING 6 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE. COMMENCING AT AN ANGLE POINT IN THE SOUTHERLY AND EASTERLY LINES OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED ,IN,_THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 24, 1978, -IN BOOK 68. OF. MAPS, AT PAGES) 57, SAID POINT ALSO. BEING THE NORTHWEST CORNER. OF THAT CERTAIN PARCEL DESCRIBED IN DEED FROM MATTIE R. LUND AND IRENE LUND PARKER TO OROVILLE SCHOOL DISTRICT, RECORDED -MARCH 31, 1965, IN BOOK 1366, PAGE 64, OFFICIAL. RECORDS; THENCE EASTERLY ALONGTHE NORTH LINE OF SAID OROVILLE SCHOOL DISTRICT PARCEL NORTH '88y.DEG. 32' 0711�EAST, 55.34 FEET TO. THE, TRUE' POINT OF BEGINNING;, THENCE FROM THE TRUE POINT OF BEGINNING, 'NORTH 187.61 FEET;* -THENCE EAST, 425.41 FEET 'TO THE EASTERLY LINE OF SAID PARCEL 1 -AND THE END OF''THIS EASEMENT. s Serving WI LLDA�N Public January 20, 2005 • a.t _ 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com Scott Rutherford Butte County. Building Department 7 CountyCenter Drive Oroville, CA 95965 • (530) 538-7169 (530) 538-2140 FAX , SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL Willdan Project No: .14353-1302 , Jurisdiction Job No: 04-3495 Assessor's Parcel No: 068-410-021 , Applicant: Chris Carter Description: Carter NSFR Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2nd page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: Plans: Two (2) copies, sheets 1 through 7, dated 11-i4-04, signed by Jim Pursell, P.E. Structural Calculations: Two (2) copies dated 12-09-04, signed by Jim Pursell, P.E. Energy Calculations: Two (2) copies dated 12-12-04, by Jake Finlay. Truss Calculations: Two (2) copies dated 11-29-04, by James Bourez. The plans have been stamped with.the Willdan approval stamp and dated the date of this letter. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any'deferred submittals. - , APPLICABLE CODES ti !• t Unless noted otherwise, all comments are Based on requirements of the 2001 California Building ' Standards Code found in the California Code of Regulations,• Title 24: • Part 2, known as the California RBuilding Code and abbreviated herein as "CBC" • Part 3, known as the California Electrical Code and abbreviated herein as "CEC" • Part 4, known as the California Mechanical Code and,abbreviated herein as "CMC_" • Part.5, known as the California Plumbing Code_ and abbreviated herein as ".CPC" • Part 6, known as the California Energy Code, and Energy Commission Standards, and. abbreviated herein as "CECS" - CODE ANALYSIS ` { Type of Type of 1" Floor Sprinklers.. Stories • Total Sq Ft Occupancy.Construction_ Sq Ft R-3 - .' V -N. No-- 1- 2960 2960 U-1 V -N No 1 879 879 - Covered V -N No V - , -11 432 432, Porch ,, , E CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of, other departments and/or, agencies'that have jurisdiction over this project. W 2. Revisions'and/or•notes"as red=lined 6n the plans.; DEFERRED SUBMITTALS J' i Our plan review reveals no deferred submittals noted at this time. •, - F SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC ,1701: Sincerely, Clay Salzman ti Ricardo Guzman, S.E.. Plans Examiner w. r - Structural Engineer Cc:, Alice Mefford, E-mail: amefford@buttecounty.net -: { Chris Carter; 26 #2 Castle Creek 59 Drive,"Oroville, Ca. 966 (530) 532-9568 ' Jim Pursell; 5 Madrone •Ave., Suite B, Oroville, Ca. 95966, Fax: (530) 534-0902, .Page 2 of 2 C:ourity. of Butte l'erirti.t Nu nil' 04-395 . �,M Willdan Rroject Number 1.4353-1302 4 le 404 9 ca.. Y „ �o,..I ' POOH SPECIFICATIONS Size 16 x 3 2 Area qoo $q. fi. D9131h. �' t0 6 r Shape ('u s to rq P1041 Capacity tS,SOoGais. Fillet Sys IU Mc)jD. E. Pump .�1.p Whisper N.P. POW Main Main Un* 2" SkhT"f Una 2" 'Refurn lines 246 Auto Cleaner Skimmer Madel U-3 BaCkwosh Line /A Autofill Poo L M j Set^ Ant Slphon Vcdve .Turn Ower Rate • 4• h s HaatQr sta•R►�� Mini M�,c • Size µoo ft B-tU. Gas tine • Ught SW.Wott UL. Approved Electric By F.P. Elec., Bondirog By E. R 220 Rana with Cock: SR SPECIFICATIONS Spa Type Gcu(Led Rack:" Size 6' o bia. Depth &a Total Gallons -000 Spa .lets 6 •2$" P. S • I. Neater 400 13 ."r. U 'Puri** motors . Flow Pump Makti Penhai, Gas line by F- P• Spa Plumbing 2" x 2 to Electrie d by F. P. Rondlrig BYE. P. Ught 260 Wa`i- t!L Ap- Skimmer U-3 -Main Drain Two 2 " .:SPECIFICATIONS .Sq. Vit. fW. . Sq ft. Pant.• .':Panel Type' , -ftnei Size Number of Panels solar Blankets, .. OWNER... . To determine: -Approx. elevation of 'on .day ci excavation. PW area .tai be fenced. By owner.per county or - .city ordinance, gates to . be self closing a dd.'s►lf.... . Inching. Do not turn on pool light, - when .pool IIs empty: Owner.'to -wet down gurgle AQ at :kr tt 3 -flims daily:::. -for 7 dos ' . PERMIIT OFFICE :( uft4e C Wnfr.. :Phone Mitch Taylor—owner MGT. CONSTRUCTION General ] nUoneerwz contiUctor . . CoNcrab Uccuse * X39=99 .. 1hwau'Ucvnn#23Uf Mi&ie:530 Sii2$O7 Fac S30 S21.2�Oi' ` . 1435 Monmeu C mi . •mttchdU00r"gf0*.r*- Reaiu f, CKV"04 �.+ w+a, "rk: ,x°- - "o'-+', i� "t 7+&`a ,'4� ' s.,aR"i'b �Fh �e ,^ �i .6sk .�++; r-tde^.�.,�r.r a• i Nam,e Randv-4 Car_oL 14 i f • r #CA Y i Phone ;IJ •Bus.'Phon.e 12 1 2570 4 k r'eR4.•�....,,4 ®. �,..v..4w.,rK» +...owwr�r.-...m .....,. „c ,w m. ...�.s -.- w�...+�+�.ans.� .w- ,-a-...a..r..w. .....e � .w.. wt x. .,n. .a. � c Auto Pool Cleaner I-eeend' Lova► Scat Per' P) -an D*Ck S c (.41 p f e d 2oc k +�;°ptng Scv I p fed Cho c•k Tile W x 6" KIA . Color To b e ' der' cried Plaster To be J ec(decl- NOTES SR SPECIFICATIONS Spa Type Gcu(Led Rack:" Size 6' o bia. Depth &a Total Gallons -000 Spa .lets 6 •2$" P. S • I. Neater 400 13 ."r. U 'Puri** motors . Flow Pump Makti Penhai, Gas line by F- P• Spa Plumbing 2" x 2 to Electrie d by F. P. Rondlrig BYE. P. Ught 260 Wa`i- t!L Ap- Skimmer U-3 -Main Drain Two 2 " .:SPECIFICATIONS .Sq. Vit. fW. . Sq ft. Pant.• .':Panel Type' , -ftnei Size Number of Panels solar Blankets, .. OWNER... . To determine: -Approx. elevation of 'on .day ci excavation. PW area .tai be fenced. By owner.per county or - .city ordinance, gates to . be self closing a dd.'s►lf.... . Inching. Do not turn on pool light, - when .pool IIs empty: Owner.'to -wet down gurgle AQ at :kr tt 3 -flims daily:::. -for 7 dos ' . PERMIIT OFFICE :( uft4e C Wnfr.. :Phone Mitch Taylor—owner MGT. CONSTRUCTION General ] nUoneerwz contiUctor . . CoNcrab Uccuse * X39=99 .. 1hwau'Ucvnn#23Uf Mi&ie:530 Sii2$O7 Fac S30 S21.2�Oi' ` . 1435 Monmeu C mi . •mttchdU00r"gf0*.r*- Reaiu f, CKV"04 �.+ w+a, "rk: ,x°- - "o'-+', i� "t 7+&`a ,'4� ' s.,aR"i'b �Fh �e ,^ �i .6sk .�++; r-tde^.�.,�r.r a• i Nam,e Randv-4 Car_oL 14 i f • r #CA Y i Phone ;IJ •Bus.'Phon.e 12 1 2570 4 k r'eR4.•�....,,4 ®. �,..v..4w.,rK» +...owwr�r.-...m .....,. „c ,w m. ...�.s -.- w�...+�+�.ans.� .w- ,-a-...a..r..w. .....e � .w.. wt x. .,n. .a. � c t t 0 hof 9 PLANNM DIVISION - BUILDI!49 PLAN APPROVAL Use: ' - � ._._. Date: Parking: _ Landscaping: Other. ..._,^,.-_,__.. Signature: 7,1 -._ IN /2``X l sLa 4 Dtaiv1 PIPE brawr,ed W,.fI _ �,leeo� Cia-+h Side WaL k A s5 0 % 5 Sol D ra ul acK ;HJT BilTFE COUffY BUILDING DEPARTMIDdl' APPROVED P�tJL SPECIFICATIC�NS Size 16 x 3 2 Area q0o sq. ft. Depth. 3 ' to 6 ' Shape s fo rn Pool. Capacity 15,Se)oGals. Filter 6y5 .IT Mcdn. E. Pump. �1.p 1�lh�spe� H.P. flow Main Drain Un* 2 " Skimmer Line 2 M Rekurn Lines 2 Auto Cleaner Urso . Skimmer Model U-3 Backwcuh Line /A Autofill Poo L M { Ser . AnS Siphon vkalve -Turn Over Rata ' q- h r s Hooter sfa-R�fc Mini S1ze 400 K B. U. Got Line Light 6W. Watt UL. Approved Electric By r.P. Else.. Bonding By. E. R 220 Panel with Clocks Auto Pool CWanor L e5cnd' Levo Scat Per C' 1 a n D*ck S c c4 I p fe cl koc k ping Acv i p f ed Rock Tile 6" x 6" t4/A . Color Tej b e dee c de d Plaster To b e 8 ec Id ecl' NOTES GL 1,0(e - aferfall SPA 4 D ec k Ln f&6e _Scu%fed Gunife 7-SPA- ,- A spEcIFIC-ATIONS. SPO TYPe Gcul fed Rcr,/(: Sim 6 X 9 Dia. Depth & z.z Told Gawns 160 . Spa Jets 6 25 P.-S.I. Neater 400 6.7-.U. hump �C Motors ;'; _ �D.14P Mitch Tgdor—owner MGT CONSTRUCTION General Engineering Contractor . C"brab Uemse iF IBM �.vaii I.iNnt� s 23113 rnor>�53o 5Z�ao� itixc 1435 MonmeSt rtiuk -Mitch u4f;o ,C $bC9f0 Lriet ROMA G& 94M ` owners'. - d� 35 � n a ,nXYriM yiJz r a`+• t 4r r> .x•+�ra3 • i.1 •• e _ 1 01roVe..- Vis, �-eaResi . ln • v �1 1� • _ 1