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065-520-001
r F. N. Masuen MOI�AA$I,.elie f---gl��$� 819-67BT, 15520 Coutol"enc"Rd",' Magalia _;-/ �y �, 499.5E 66-67Ey Permit #1271-81B,P,E(addition & ^�P- X370-69 P' g-6 P F remodel/SF) - On Coutolene Rd. .app 6 mi above P.O.," 3534_-90P,M•-.Rc}yal E. Chamberlain P. 0. ox 534, Paradise, V ,' MASUEN; r Nic, `� (addition) °" 15520�.Coutelenc1,-�-Mag alia _ 1 'add broom bathe - CONTR: R. C }aerlain Contr `.Art'i:c Aire,, , '' y "' m x ,l ;(furnace/sf) -1 V, iga ter o%z%00, : •07- .. 4 ` *? > 065-520-001'37 a1.• j x05 -2393.- MAY, AARON 155.20 COUTELENC, MAGALIEI Cont: NO•:VALLEY:�UILDING..;"'r?,< METAL' BUILDING y " �j.s�-0," �� ' -�-Zq�a>?.-. •/5520'' r 1 G I 1 I • I y BUTTE COUNTY AREA DEPARTMENT OF DEVELOPMENT SERVICES 3 INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds Permit No: B07-0489 Issued: 03/14/2007 Address: 15520 COUTOLENC RD Area: MAGALIA Owner: MAY, AARON & DIANA APN: 065-520-001 Applicant: T J'S ELECTRICIAL SEI1Map Page: Permit Type: Electric Panel Descrintion F.i,F.CTR1rA1. SF.RV1r'F. FOR WFt.i. Flood Zone: None SRA Area: Yes Front Setback: Side Setback: Rear Setback: Other Setback: Minimum Setback From Centerline of Street: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE Setbacks 132 Foundations / Footings 111 Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Steel/Holdowns 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test House Gas TPS*r;' „ --x-40-4 " COPY Pool Plumbing Test OFFICE OFFICE. MasoiBldg _ _ _ _.+� 'D _ _i_1 Masor,,r, 506 Underi jp ddress:.i :�- 502 Underf, txi- ? : `.•t 5C73— 03Pre-Plaster _ Shear 1. : ; r - pate_ )N —+� BT Under 1'GAS � H_; Under S.--BY• Date:_1-- j Gas Pip'Eledric -� —� - -i+i ��� ~ 611 Do Not 1.. tj �. .'i_ or Slab Until Above Signed Holdowns//Straps 122 Shearwall/B.W.P.-Interior 135 ShearwallB.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Shower Pan/Tub Test 408 Fire Sprinkler Test 702 Fire Sprinkler Final 702 Inspection T pe 1 IVR I INSP DATE Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Swimming Pools Set acs 132 Pool Plumbing Test 504 Gas Test 404 Pre-Gunute 506 Pool ElecBonding/Light Nitch 502 Pool Fencing/Alarms/Barriers 5C73— 03Pre-Plaster Pre-Plaster 507 Manufactured Homes Setbacks 132 Blocking/Underpining 612 Tiedown/Foundation System 611 Site Utilities/Trench Insp. 1.37 Gas Test Yard 404 Manometer Test 605 Continuity Test 602 Skirting/Steps/Landings 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: !• , . �, �r t,Fl al"s"o ., Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Pool Final 802 Mobile Home Final 802 Public Works Fina 538-7681 Fire Department/CDF 538-7111 Env. Health Final 538-7281 Sewer District Final "PROJECT FINAL 1 801 0.h, -6 -rrujccl Anal Is a lRrnllcare of uccupancy for (KeSlUennal Unly) PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspector Copy L COUNTY OF BUTTE .. .. .. ..... .. .. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE T. i11-1127- OWNER 1 PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional F. explanation, please contact the Building Inspector as indicated below. Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 NOTES J RESIDENTIAL p PERMIT NO. 065-520-001 05-2393 MAY, AARON 0 6LC 6rjz l CA -C_ 15520 COUTELENC, MAGALIA Cont: NO VALLEY BUILDING METAL BUILDING G C— f i F . 4 - i SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS 1. SUB -STANDARD HOUSING LETTER :I JOB FINALED (Date) Z'- IS -os Signaturec�-A�� �i'YLYYI-� Curry Group Inc. December 15, 2005 CGi:. 05- 1005.237 North Valley Building Systems Mr. Andy Wood No. 9 Three Sevens Lane, Suite 5 Chico, California it Subject: High -Strength Bolting Special Inspection Aaron May I SS20 Coutolenc Rd. Magalia, CA Dear Mr. Wood: 1612 Wcddink! Way Redding, CA 96003 530-244-6277 530-244-6276 FAX www CurryGroup.coni On December 12, 2005 a CurryGroup Inc. representative verified the tensioning of the 5/8 -inch and 3/4 -inch diameter ASTM A325 high-strength bolts at the referenced project site. Bolts and nuts were identified per the AISC Manual of. Steel Construction., , Tensioning was by the calibrated wrench method, Our representative calibrated the erectors tensioning procedures using three -bolt assemblages for each bolt length and diameter in our Skidmore Wilhelm Tension calibrator. Based on the calibration tests and our observations, to the best of our knowledge, the work was completed in accordance with the #pproved plans and specifications. Tensioning at the observed connections meet the minimum ten ion requirements of the Uniform Building Code. We have employed generally accepted inspection and testing procedures. However, we do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to produce a completed project conforming to the project plans and specifications. No warranty, either express or implied is made. If you should have any.questions regarding this information or need further assistance, please contact the undersigned at (530) 244-6277 at your convenience, Regards, CURRYGR_oup, INC. Thomas Collins Project Manager CGi: Cgpyi igiir 2005 CGOSL I B I Z d 91Z60£Z l£9 '0N/Z£:! 1S/££ L 90OZ 9[ ON (I d9) ANA = OK 0 = WOK - Not Appri aide . = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Sols; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) S. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location=Test-Wrap;-/ P L'fL / P Nat or/ P 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-aearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test-Regulator-Connedot ' 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 Cana B-1 Date Card B-1 Date Card B-1 Date' Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. -Electricity; MH Test 6. Water, MH Test' 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office , Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 t MISCELLANEOUS Date DECKS,JQOVERS, CARPORTT, =A GE&"ns) OK excepts onin Requirements -Setbacks -Easements otings; Sails -Size Depth-Spacing-Conriectdm-Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing um. Awn.; Columns -Connections -Splice -Decal -Enclosures 6.• Carports; Windows -Doors . 7. El g.; Sills-Anchors-Studs-Rft s -Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof, Shthg-Roofing 11. Ext' Steps -Doors -Landings 12. Braced Wall Panels Date -Z3 -ps Card B-1 Date Card B-1 Date,i 2'IS`ps. Card B-1 flL . S - 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, Distar c GFI 5. Elec.; Pod Llghting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5'-Orculating Equip. -Heater 8. Elea ; Grounding; Equip. w/5'_C.'iroulating Equip. -Pool Lgh tg. Boxes'Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. _Plumb.; Cir. Test -Water Supply Test 11..L fight Niche _ 12. Enclosure; Fencing-Alamrs Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I = OK = Nat OK Nut AwfiinNe = Not Read„ C . RESIDENTIAL (Singh & Duplex) late UNDERFLOOR (Plans) OK except #'s 1.' Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Sols-Elec. Gmd.-/ . /" Ftg. Depth 3. Ftg., Garage-, Sols-Steel-Elec. Gmd. / • /" Ftg. Depth 4.' Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth S. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped • 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #s' 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19., D.W.V.; Test Fittings & Anchor -Nail Protection- 20., rotection20., 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 _ y Date Card B-1 Date ;, Card B-1 Date --Card B=1 a t Date - . ELECTRICAL (Permit) OK except #'s ` 24. Fixture & Transfor`mer Cleirance-Iris. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Siie 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 GFl 30. Subfeed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels -Motors -Meth. Equip. 34. Clothes.Closet Light -Shower Light -Spa Light t 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s R 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Fumace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform ff Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 j 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-Rfb: Ties-Purlin-Roll Brac: Truss-Shting: Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdmti Windows or Exiting Doors -Sill HL & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext Doors -One T -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 Saeed -Fd. Vents-Underfir. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Waits; NarTmg-Bolts 61. Brace Interior/Exterior Wall Panels ' 62. Insulation -Walls -Ceilings - 63. Infiltration -Walls -Windows ,; Date Card B-1 . Date : Cana B-1 Date Card B-1.1,_ - . 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.F1. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails :-t_ r i 71: _ Fireplace or Stove; Clearance -Hearth 72. Elec. Outlets at Wood Panel, int & Ext.,. 73. Kilt 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, it I 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above RZF-Mecti. Protection _ - ' 78.-Plb:; Elec. & Mech. Equip: Listed for Location - - 79 Elec: Receptacles in Garage (F.EI.)-Romez Protection 80' Insulation -Foam -Looked in Attic - --- T' 81. 'Guard Rails'& Deck Construction=Post Caps - - - 82 - Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth ' - `Clearance Looked under Floor • 0 Yes 83. Following InstidJOrive D Yes O NoAValks D Yes O WPlenters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.FI. 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 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP052393 B. C. Building Permit 01-16-04 pg 1 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 Issued Date: 10/19/2005 APN: 065-520-001-000 the Business and Professions Code, and my license is in full force and effect. 2l -7 License Class : X License Number: Site Address: 15520 COUTOLENC RD MAG _o Date: D 11 C5 Contractor: A—)O L � Map Index: Description: METAL STORAGE/KENNEL (1800) 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: MAY, AARON & DIANA permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a PO BOX 1877 signed statement that he or she is licensed pursuant to the provisions of MAGALI,A CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95954 she is exempt therefrom and the basis for the alleged exemption. Any (530) 873-4880 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 (8500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: NORTH VALLEY BUILDING SYSTEMS INC Code: The Contractors' State 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 9 THREE SEVENS LANE sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of SUITE 5 95973 proving that he or she did not build or improve for the purpose of 530-345-7296 Sale.). nvbs@aol.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, and who contracts for such projects with a contractor(s) licensed Contractor: NORTH VALLEY BUILDING SYSTEMS INC pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code 9 THREE SEVENS LANE Date: Owner: SUITE 5 95973 530-345-7296 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: nvbs@aol.com ❑ 1 have and will maintain a certificate of consent to self -insure for License #: 812173 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit i sued. I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurancecarrierand policy number are: Carrier: otal Square Ft: 1800 S.F. Policy #: 6,04 ❑ I certify that in the performance of the work for which this permit is Valuation: $43,200.00 issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: ' w Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one in addition 0 the cost of hundred thousand dollars provided for compensation, damages as provided for in Section 3706 of the Labdr 7 ive code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit's hereby issued unr. a applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the esolutio to do work indica d ab0 a for which fees have been paid. //ft performance of the work for which this permit is issued (Sec 3097 Civ.) Date: Name: / ZQ Address: PERMIT EXPIRES ON: 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: _ Signature: f 2 Date: �O / 1 °�10) ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 -Z(4 S I B TE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS \) 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 V� OFFICE #: (530) 538-7541 \ A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION n /\ Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" V J CONTRACTOR Name �19cakno OWNER Last. Name Q. NQ_ First Na e c'E�•ti Address Zip Phone 45 Mc�6 ' City E-mail cw- •- State Zip S Phone $.� - 4 �$ Fax E-mail CONTRACTOR Name �19cakno Address y �5_$ Address NQ_ City Co ez. Stat Zip Phone 45 Mc�6 ' Fax -_S44� 5_04% E-mail cw- •- Lic. # 81 2/ Class t=-$ ARCHITECT/ENGINEER Name Address y �5_$ city State Via.. Zip P /o2og L6 - k8gl Fax -4144 E-mail cke c.v.KC4l\ State -License Number C.32 APPLICANT NAME Name Address City �a State Zip Phone 4S_ -72-9(. Fax 4� 4 E-mail �— APPLICANT SIGNATURE X For office use only: Zoning M -5/W9 I Flood Zone Property Address /55�2+o SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BIN # A-3 LOCATION AP# Property Address /55�2+o 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 u btructure built witnout 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: K .� , Receipt #:43 rj,so dF C4 oj_m01 Date:- & - ob Amount: 52-1/�� ?— Bldg i 2_0 b SRA Sheriff SMIP Other r 7('� / 2f. • 10 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 LEGIBLEAND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. , ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped. and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.)' ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. a 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\131dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER Q I stor�9e PROPROSED BUILDING USE _ and 1. BUILDING PERMIT FEES o n ` --- Balance Due ..................... $ 7 O 2 n ly --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ A.P. # 0(h'; —S20- nc�I .DATE 4-G - Vt) RECEIPT # DATE REC. NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning $ 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 35505 7. WATER TENDER FEES BATTALION # 1 $200.00 (paid at Building Division) IP 1 8. SMa 0-7" l'1' 0023 9. DRAINAGE FEE I , 10. OTHER V 11. OTHER 9-&-0,5 Jw At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE ? T 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. 7/05) COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION' 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: (� r nn ASSESSOR PARCEL NUMBER '��G}" Proposed Building Use: Q ' Rule to 4 Permit Technician: K . Date: 1 - l0 _05 Items required in order to apply for a permit. All b xes MUST be checked OR marked NA in order to apply. 'q,� 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑� /.w-_ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. � 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ . 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fid plans, all in / duplicate. 2 � ci�pliCnfO =N `t MN 9. Metal bldgs: (A) Metal Bldg Plans, (B) FndNplans and talcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. / ❑ 11. Letter of intent for non-residential' buildirigv. J� V12. Hazardous Material Form N 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) % 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicableY 6 > ❑ 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 .......................... . 23. California Department of Forestr plan approval V paid. Sent by: V. h . 24. Planning approval for (A) Use: (B)Parking: (C) Parcel Check:. Zv ❑ / 25. Contact Land Development about _ Improvements, _ Drainage ........................ V=N 26. NPDES Form.....................................................................:....................... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑w;- .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: I P ff e ❑ 37. Other: Scat �5 �-� q When issued Telephone _ �n o and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: C� C Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail„ Q. counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building. Division r co 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone. (530) 538.7785 Facsimile M N TO: ' FROM: LO M 1 SUBJECT: O DATE: OUT otFo 0 0 0 0 0 o o UN WILLDAN Scott Rutherford (530) 538-7160 srutherford cDbuttemunty.net Plans Transmittal For Review Per Contract 09/08/2005 Applicant: I May, Aaron Permit No: 05-2393 Project Type: Metal Building 065-520-001 100% 70% Plan Check Fees $ 521.42 $ 364.99 $ 364.99 WILLDAN Fee $ 364.99 Copies Attached: Qty Chk 0 Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other Aaron May h P.O. Box 1877 A Magalia, Ca. 95954 September 7, 2005 Butte Co. Department of Development Services Building Division #7 County Center Drive Oroville, Ca. 95965 Re: BP #05-2393 15520 Coutelenc Road - Magalia A.P. #065-520-001 To Whom It May Concern: This letter is to inform you of the intended use of my proposed building at my private residence referenced above. The building is' to provide shelter for my horse and five dogs while also allowing storage for feed and garden implements. I am aware that having in excess of five dogs will require a kennel license and a use permit which is not my intention. , '" , , . If you have any questions you can reach me at the mailing address above. Respectfully, - Aaron May Butte Coun v Department o 'Developinent �Selvices °�uTrF° 7 County Center Drive ° 5/ ' ° Oroville CA 95965 ° o (530) 538-7601 Telephone o _ - "' " . ° (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: a I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation: clearance to the Building Division as soon as clearance is obtained • I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence.to.all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: / pyAt_ 0a►.� ,- �,..°`d°.� !$! jsk-e t> APN:�C�� - 5720 - 001 Building site address: / 5'5-2e> C o, -A -e Permit No.: 0 52 393 I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: - SIGNATURE OF APPLICANT DATE w Copy to Applicant/EH/File K:Forms/B1dgPennitwithoutClearances 020705 AUC WCfp Department J. Michael Crump, Director Public Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538.7266 (FAX) 538-7171 a National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution. Prevention Plan (SWPPP) Acknowledgement [LESS THAN 9 ACRE1 Project Description: 3o Xls,a�.417 Project Location and/or Parcel Number: . / t SZ 0 Cc� --4 ! c�— Zo(. A`mac AJ1 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: Z -6I05 Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 p�QPgTMENT ac � 6VTTF , ° °o 1 ° J a ��o �L1C wWORDp Department .0 o u n t J. Michael Crump, Director Public f B u t Works 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 11 Construction Storm Water Permit and Storm Water Pollution. Prevention Plan (SWPPP) Acknowledgement [LESS THAM' ACRE1 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, 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 l Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Serving WI LLDA�N Public October 17, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530).538-2140 FAX 2399 Gateway Oaks Drive, Suite 210 Sacramento, California 95833 916/924-7000 fax 916/924-3644 www.willdan.com BUTTE COUNTY PLAN REVIEW REPORT Status:- Approved Jurisdiction Job No: 05-2393 Assessor's Parcel No: 065-520-001 Description: 05-2393 May -Metal Building Willdan Project No: 1.4353-1894-M 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: k Plan§i Two (2) copies, sheets Cl, Al, A2, A3.1; A3.2, S1.1 throughSl.3, 0 through 5A dated 08/12/05 and'revised 10/06/05 by Joseph W. Lowe. �k Structural Calculations: Two (2) copies dated 08/29/05 by Crandall. Engineering. Two (2) copies revised structural calculations dated 10/06/05 by Crandall Engineering �k Misc. Documents: Two (2) copies Design Criteria, dated 08/15/05 by Butler Manufacturing Company.- The ompany.- The plans have been stamped with the Willdan approval stamp and dated. 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. Cc: Alice Mefford amefford@buttecoanty.net Crandall Engineering, Fax209-966-4744 North Valley Building Systems, Inc., Email: nubs@aol.com Aaron May, P.O. Box 1877, Magalia, Ca. 95954 W I LLDAN Serving Public Agencies APPLICABLE CODES Our review was 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 Building Code (CBC). • Part 6, known as the California Energy Code, and Energy Commission Standards (CECS). CODE ANALYSIS 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. 2. Revisions and/or notes as red -lined on the plans. 3. All plan sheets shall be,7 signed by designer or person responsible for the plans as required by California Health & Safety Code Section 5536.1. 4. *Permit application building areas specified in the scope -of -work shall be reconciled with plans to Butte County's satisfaction. 5. Applicant shall provide completed Butte County Special Inspection form to Butte County Building Deparhnent. CBC 1701 SPECIAL INSPECTION NEEDS 1. Shop and field welding 2. High strength bolting. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals. M1 Sincerely, Plans Examiner .f . Page 2 of 2 Gustavo Franco, P.E: Structural Plans Examiner Butte County 05-2393 Willdan 14353-1894-MITC2F Type of . "' fi ' Type of 15` Floor ,Specific Use Occupancy� :. Construction Sprinklers Stories S � Total Sq Ft , - Ft L� .r `t v�ihF .d ;t•1�tr J J :i w ivi', : �� f r iTj .._ .fit h•J J r. l: .r1. !. a� ..., t/_.._ h 1 j.fp R + _�.Xy S. -}' _ 1i( W7 Z. AG BLDNG -U-1 V -N N/A 1 1800- 1800 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. 2. Revisions and/or notes as red -lined on the plans. 3. All plan sheets shall be,7 signed by designer or person responsible for the plans as required by California Health & Safety Code Section 5536.1. 4. *Permit application building areas specified in the scope -of -work shall be reconciled with plans to Butte County's satisfaction. 5. Applicant shall provide completed Butte County Special Inspection form to Butte County Building Deparhnent. CBC 1701 SPECIAL INSPECTION NEEDS 1. Shop and field welding 2. High strength bolting. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals. M1 Sincerely, Plans Examiner .f . Page 2 of 2 Gustavo Franco, P.E: Structural Plans Examiner Butte County 05-2393 Willdan 14353-1894-MITC2F E.N. USE oNLY Piot Pian Attecho� Floor Plan Attoshad Sant to ®.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal '� Water Supply: Public Private Well Clearance for • dwelling. Other O /?7C7 -,-9-C- 2T0 ,,Z -,A Hold final for: Final clearance O.K. for: NOTE: n /"1 8/96 David Whittier Consulting Forester Lic. #2643 P.O. Box 5331 Oroville, CA 95966 (530)589-1479 Fax #(530)589-0950 e-mail:whittiers@jps.net September 1, 2005 CA Dept. of Forestry and Fire Protection 6105 Airport Road Redding, CA 96002 Dear Sirs & Madams; Enclosed is a one-time conversion request for one parcel, owned by Aaron & Diana May. They are the timberland owners for parcel 0657520-001.iThe intent is to make room for a Barn on the parcel. A take tree mark was done with blue paint marks including butt mark. The marking was done with the owner and is intended to clear the area for the above mentioned use. The LTO will remove the trees. The LTO will also be responsible for treating the slash generated by the operation to the standards of Section 1104.1(2)(d) of the Forest Practice Rules. The exemption area boundaries are flagged in solid pink flagging. Access to the parcel will be by the existing roads off Coutolenc road. Due to the location of the Exemption an erosion control plan was done and will be followed by the LTO. No endangered or threatened plant or animal species were observed. Habitat for such species was not noted. This project is in accordance with Butte County regulations and an assistant planner has signed off on its compatible use. A copy of the notice posted on the parcel at least 5 days before submission (copy of notice attached, posted (August 8, 2005). A copy of the, notice was sent to owners of record within 300 feet and the archeological contacts for Butte County (September 1, 2005). A list of the adjacent property owners are enclosed. Sincerely r? David Whittier Registered Professional Forester #2643 JL _. LESS THAN 3 ACRE CONVERSION EXEMPTION STATE OF CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION NOTICE OF TIMBER OPERATIONS THAT ARE EXEMPT FROM CONVERSION AND TIMBER HARVESTING PLAN REQUIREMENTS RM -73(1104.1 a) (9/99) VALID FOR ONE YEAR FROM DATE OF RECEIPT BY CDF TIMBER OPERATIONS CANNOT START UNTIL VALID COPY OF A NOTICE OF ACCEPTANCE IS RECEIVED FROM CDF FOR ADMIN. USE ONLY Ex. # Date of Receipt Date Accepted Date Expires The Director of the Department of Forestry and Fire Protection is hereby notified of Umber operations under the requirements of 14 CCR 1104.1(a). Harvesting of trees which is a single conversion to a non -timber growing use of timberland of less than three acres. (See 14 CCR 1104.1(a) for a description of the conditions on the conduct of this type of timber operation, and additional information that is required to be submitted.) Complete Items 1. through 8. on both ppiges of this notice. 1. TIMBER OWNER(S) OF RECORD: Name Aarfan P. Diana May Address 15520 rnutnlPnr Rnart City U59.5d Phone 53f1_R73-5259 p SIGNATUR' ' Mal, ��� r l 6L14 Date — o US TIMBER TAX EXEMPTION: Timber owners o�er yield tax when they harvest trees unless the harvest is exempt (Revenue and Taxation Code sec. 38116). -Some small or low value h s may be exempt from timber yield tax: Timber removed from an operation whose value does not exceed $3,000 within a quarter, acco mg to BOE Harvest Value Schedules, Rule 1024. If you believe your harvest may qualify for this exemption, please complete items A and B below. For timber yield tax information or for further assistance with these questions call the state Board of Equalization, 1.800.400-7115, or write: Timber Tax Section, MIC: 60, State Board of Equalization, P.O. Box 942879, Sacramento, California 94279-0060; or contact the BOE Web Page on the Internet at http://www.boe.ca.gov. A. Circle the option that most closely estimates the total volume for this harvest, in thousands of board feet (mbf - Net Scribner short log): Under 8 mbf 8-15 mbf 16-25 mbf Over 25 mbf B. Estimate what percentage of Umber to be removed during this harvest will be: Redwood %; Ponderosa pine/Sugar 70 %; Douglas-fir—IL-0/o; Port -Orford Cedar %; Cedar (IC, WRC) 911 %; Other, conifer %; Other, hardwood—%. 2. TIMBERLAND OWNER(S) OF RECORD: Name Same as #1 Address City _ State Zip Phone I certify, under penalty of perjury, that this is a one-time conversion to a non -timberland use, that there is a 'bona fide intent" [14 CCR 1100 (b)] to convert to a B= and that I have mailed a letter of notice of intent to harvest timber, prepared by the Regist pr rofessional DMter,,to all adjacent landowners within 300 feet of the boundaries of the SIGNA 3. LICENSED TIMBER OPERATOR(S): Name Address 75 rnlri Run rt �-- �- -o S No, A -11A.9 City Ornville State rA Zip ASAR5 Phone 531533=ZM SIGNATURE r C Date e- �r - 0-5- 4. -5- 4. Designate the legal la escription of the location of timberland conversion. A map showing the location of the timberland conversion MUST be attached. The map must show the ownership boundaries, the location of the Umber operation, boundaries of the conversion, location and classification of all watercourses, and landing locations. Section ��Tl1ownship Range Base 8 Meridian County Acreage to be Converted Assessors Parcel Number 6 _C:'3- _ LE _Mt1RRM_ —Butte !� 065 --�20 - 701 Page 1. NOTE: This form has two pages. Continue on and complete Page 2. Read the instructions before attempting to complete. LESS THAN THREE ACRE CONVERSION EXEMPTION, Page 2. 5. The following are limitations or requirements for timber operations conducted under a Less Than Three Acre Conversion Exemption (Notice, Notice of Conversion Exemption, Conversion Exemption): A. Timber operations shall comply with all other applicable provisions of the Forest Practice Act and regulations, county general plans, zoning ordinances, and any implementing ordinances; copies of the state rules and regulations may be found on CDF's Web Page on the Internet at http:/twww.fire.ca.gov. B. All timber operations shall be complete within one year from the date of acceptance by the Director. C. All conversion activities shall be complete within two years from the date of acceptance by the Director unless under permit by local jurisdiction. Failure to complete the conversion requires compliance with stocking standards and stocking report requirements of the Act and board regulations. D. The timber operator shall remove or dispose of all slash or woody debris in accordance with 14 CCR 1104.1(a) (2) (D). The timberland owner may assume responsibility for the slash treatment, provided the landowner acknowledges in writing to the Director such responsibility at the time of submission of this notice. The specific requirements shall be included with the acknowledgement. E. Timber operations shall not be conducted during the winter period unless a winter operation plan or in lieu practices required by Forest Practice regulations are specified within (attached to) this Notice. F. No timber operations are allowed within a Watercourse and Lake Protection Zone unless specifically approved by local permit (e.g. county, city). G. No timber operations shall be conducted until the Director's notice of acceptance is received and a valid copy of this Notice and the Director's acceptance shall be kept on site during timber operations. H. No sites of rare, threatened or endangered plants or animals or species of special concern shall be disturbed, threatened, or damaged. 1. No timber operations are allowed on significant historical or archeological sites. J. Within one month of the completion of timber operations, including slash disposal, the timberland owner shall submit a Work Completion Report to the Director. 6, 1, an assistant planner < declare as the authorized designee of the County Board of Supervisors that this conversion exem tiori is in conforman with all county regulatory requirements, including public notice. (If the county has authorized a desi n e this item MU completed. If it has not, see item 7.) SIGNATOR �— " Date 7. Registered Professional Forester preparing Notice: Name David Whit ier Number2Ci4.i Address P D 13mr 53.11 f . City _Omville State CA Zip 95986 Phone 530-589.1479 1 certify that 1, or my supervised designee: prepared this Notice of Conversion Exemption Timber Operations; visited the site and flagged the boundaries of the conversion exemption, applicable WLPZ's and equipment limitation zones; prepared a notice according to 14 CCR 1104.1(a)(3) to be mailed by the landowner and that a copy of the notice was posted and dated on the ownership, visible to the public, at least 5 days prior to the postmark date of submission of the Notice of Conversion Exemption; and that if the County Board of Supervisors has not designated a representative authorized to sign in Item 6., that 1, or my supervised designee, contacted the county and the Notice is in conformance with county`regulgtions. SIGNATURE of RPF _- 0 0- nate J 8. NOTICE SUBMITTER(S): Name Same as #1 Address City State " Phone Submitter must be either 1, 2, or 3 above, and must sign. SIGNATUR te FILE THIS NOTICE WITH THE NEAREST CDF OFFICE BELOW FOR THE COUNTY IN H HE E 0 LL Oi;CUJf Humboldt, Del Norte, Mendocino, Sonoma, Marin, Lake, Napa, Colusa, Solano, Alameda, => 135 Ridgway Avenue San Mateo, Santa Cruz, Santa Clara, Contra Costa, and western Trinity Counties. _> Santa Rosa, CA 95401 SLskiyou, Modoc, Shasta, eastern Trinity, Lassen, Tehama, Glenn, Butte, Sutter, Plumas, => 6105 Airport Road Yuba, Sierra, Nevada, and Placer Counties. => Redding, CA 96002 EI Dorado, Amador, Alpine, Calaveras, Tuolumne, Mariposa, Merced, Madera, Fresno; Tulare, => 1234 East Shaw Avenue Kern, Stanislaus, San Benito, Monterey, IGng, San Joaquin and Sacramento Counties. => Fresno, CA 93710 Ventura, Los Angeles, San Bemadino, Orange, Riverside, Inyo, Mono, San Diego and => 2524 Mulberry Street Imperial Counties. => Riverside, CA 92501 May Conversion Exemption Paradise East 7.5' quad Section 6, T23N, R4E, MDB&M Scale 1 in.= 660 ft. T North Contour interval 40ft. Property Boundary.......... " Exemption Boundary....... Permanent seasonal road Landing Location is within Exemption Boundary. Location Map May Conversion Exemption Paradise East .7.5'. quad Section 6, T23N, R4E; MDB&M Scale lin. = 700 ft. . N I/2 SEC TION 7, T23N., R4E. �(D 65-52 I(PN 44/60) - 16.33 AC . ® 4 a6s7sO 2 ' (21 / PM44/97 875AC, 7 N8J40 (p PoN1160) i 7.73AC. 1,01 a, I - PM 46/60 A � f ; i i N64 /65B • I W.10 _� O 3 , i 9.4JAC /8876 O Bl7AC 10167 SAC. - 74A46 - - 7 t SACO z o 110.41 AC 7x.91 � /Z .� SAC. f7 • 7.66 Ae � // SAC � ' lii 11 as.1 DOp�, i • . 3.43 AC �3 At PW °` 1 609-68/ G c+� ?% . /M PMK1Y-79-78 OlAC rr �C.MS,el/m7 - .ao.Ja a 6"14 1601.61 Parcel Bound Exemption Boundary.. David Whittier Consulting Forester Lic. #2643 P.O. Box 5331 Oroville, CA 95966 Office: (5 3 0)5 89-1479 Fax(530)589-0950 August 8, 2005 To Whom It May Concern: An Exemption for a less than three acre conversion will be mailed to the California Department of Forestry and Fire Protection, 6105 Airport Road, Redding, CA 96002, (530) 224-2445, on or after August 14, 2005 for the Timber/Timberland owner listed below. The conversion is a one-time change of use from Timberland to a barn. All trees to be removed have been marked with a take tree mark of blue paint including butt mark. A copy of this notice will be posted on the parcel at least five days prior to mailing of the exemption to CDF. Each property owner of record within 300 feet will be mailed a copy of this notice immediately prior to the exemption being mailed to CDF. No watercourse is present in the exemption boundaries. No archeological sites have been identified. Parcel #065-520-001, located in Section 6, T23N, R4E, M.D.B. & M., in Butte County. Aaron & Diana May, Timber & Timberland owner, 15520 Coutolenc Road, Magalia, CA 95954, (530)873-5256 The Licensed Timber Operator is: Greg Osborn, 75 Gold Run Ct., Oroville, CA, 95965, (530)533-7115, LTO #A-1199 Sincerely, a David Whittier Registered Professional Forester #2643 May Conversion Exemption Adjacent land owners list Landowners ALLEN JOHN W 065-520-002 . Mailing Addr: 719 W A LONGDEN ARCADIA CA 91007 SIERRA PACIFIC INDUSTRIES 058-090-004 Mailing Addr: P O BOX 496014 REDDING CA 96049 BAKER SUSAN E TRUST 065-010-050 Mailing Addr: 4104 KIETZKE LN 496 RENO NV 89502 WITBERG FRANCIS M AND SANDRA M 065-040-001 Mailing Addr: 6772 HUPP COUTOLENC RD MAGALIA CA 95954 MCINTYRE THOMAS P AND TERESA M 065-040-037 Mailing Addr: 6783 HUPP COUTOLENC MAGALIA CA 95954 SCHOBERT MICHAEL 065-040-038 Mailing'Addr: 15622 COUTOLENC RD MAGALIA CA 95954 Suggested Erosion Control Measures for 3 acre conversion exemptions within the Watershed Protection Zone (WPZ) 1. Spread straw mulch to a minimum of 2 inches depth on all areas of exposed soils. This shall be completed prior to October 15th of the year timber operations were conducted. 2. Waterbreaks shall be spaced at a maximum of 100 feet apart on slopes between 10% and 30%. 3. Waterbreaks shall be spaced at a maximum of 50 feet apart on slopes over 30%. 4. Use any other measures required to prevent erosion .and protect the beneficial uses of water. RECEIVED FEB e 9 2000 BUTTE COUNTY PLANNING IDIVISION i+ BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION SEP 14 2U45 AND SUBMITTAL REQUIREMENTS I 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" CONTRACTOR OWNER Last NameFirst C. Address Na e m-, Address RC> 19-1-7 City State Zip S Phone$� - 4$p 0 Fax E-mail CONTRACTOR Name il90 0 Address f City C e -z Stat Zip Phone 345___ Fax -1>45-5_014 (= E-mailLic. a.oi . cam---� # 812 /7 N Class vs c-- S ARCHITECT/ENGINEER Name Address City h state ik j S4 P/o2c�� 1.�_Ll$�! Ll Fax L eli,�-4ZZi�i E-mail State License Number APPLICANT NAME Name qq O� Va Address ^} c `_ 't- 1 V�.T'L�r .0 a�JC K— L.v`. City C 1 , c� State Zipck�, Phone�,45_ —7296 Fax �Ll) LC� E-mail ✓�Jb� � ©lo l . APPLICANT SIGNATURE X For office use only: Zoning PA -r,/kj9 I Flood Zone SRA 1 Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIKLMEN 15 KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BIN # A —3 LOCATION AP# ate,-- 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: v o 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. Page 1 of 2 Received by: K ,�^, Amount: 0 21 ..���j2 Bldg 2_0C Q b SRA Receipt #:� 3 Yj0 Sheriff SMIP Other Dater Total REV 2-24-05 3 CDF FIRE SAFE REQUIREMENTS AP# 065-520-001 PERMIT # 054393 NAME: May Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards pq Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. [X) Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a .minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X) Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates pq 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. c IC F E Q U I R E M E N T S J Setback for Structure Defensible Space C [X] Maintenance of Defensible Space. To ensure continued maintenance of D properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [X] 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction 'of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. E Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A roof R ✓ Enclosed eaves [ ] If Building Setback is Less Than 15 Feet — E ✓ Class A roof with enclosed eaves and choose any 2 of the following: (RC1 ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D T T ❑ Glass area not to exceed 10% of wall area toward property line with insufficient U setback ❑ Siding from the following list: o Stucco — 3 coat .o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials [l E M E N 09/14/2005 Darren Read Date Signature C i CDF FIRE SAFE REQUIREMENTS AP# 065-520-001 PERMIT # 05-2393 NAME:. May Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Drivewav Standards [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access toconventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. pq Grade. Not to exceed 16 percent unless paved. Driveway Radius pq No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. [X] Turnarounds. if required, will have a minimum turning radius of 40 feet from the center of the road. pq Turnouts. Shall be a minimum of 1.0 feet wide and 30 feet long with a minimum 25 -foot taper on each end. pq Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed. vertical clearance of 15 feet. along its entire length. [X] Turnouts. Driveways exceeding -150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. d Iii F Is Q U I R E M E N T S Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [X] 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than. I acre, local jurisdiction shall. provide for the same practical effect. See "Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A roof ✓ Enclosed eaves [ ] If Building Setback is Less Than 15 Feet — ✓ Class A roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o .Metal o Other Butte County Fire Department approved materials 09/14/2005 Darren Read Date Signature C D F 11 I R E M E N T PERMIT NO. 1271-81B,P,E PERMIT EXPIRES OWNER F, N. Masuen owner CONTR. ;r 58-47-1 ASSESSOR PARCEL LOCATION 15520 Coutolenc Rd., Magalia Ata, �'] .y P, y. O t 't Temp. Power Pole Called PG&E lec. Service '-cS Called PG&E7�� l� �.J/ / Z Temp. Gas Service. Called PG&E V / FINALS � (Date) Signature ai a RES IDENT IAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE WITH CRMEW ENERGY-LO_NSERVATION REGULATIONS AT (location) BU ILD ING PERMIT NO. / Z- A" P . NO. 6ar- THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each item or write N/A if not applicable) INSULATION: Slab Edge Fdn. Walls Floors Walls Ceiling/Roof Ducts ��� Circulating Pipes APPROVED HEATER. APPROVED WTR.HTR.� GLAZING: Single Glazed Special (Insulated) CERT. & LABELED WDS. & SLIDING DRS. WEATHERSTRIPPED DRS. BACK DAMPERED FANS�;,� INTERMITTENT IGNITION DEVICES.:::U� Q CERT. APPLIANCES I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. Insulation Applicator Name Signature of (please print) Insulation Applicator h State Contractors V License No. General Contractor/Owner Name/��(% ` I Signature of lease print) General Contractor/ er Date 5,12— State Contractors License No. THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION WITHIN THE DWELLING. , } COUNTY-0F•BUTTE"'�M :M DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 534-4541 Skyway and Elliott Road, Paradise - Phone: 872-2961, Ext. 57 CORRECTION NOTICE vn.�. „_- B07 UlUTTrPROP'ERi`t—A'D'DRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any.question pertaining to this matter, r need additional explanatlon,'please contact this•office immediately. I /' J 9WAF --inspector V Date `Y / COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 695 Oleander Avenue, Chico — Phone 343-4211, Ext. 70 7 County Center Drive, Oroville — Phone 534-4541 ' �. Skyway and Elliott Road, Paradise — Phone 877-3435 CORRECTION NOTICE FAA. AMUSC- A/ BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. i% f Inspecto ,eL Date I ✓3— k! J = OK 0 = Not OK - Not Applicable - Not Ready MOBILEHOMES l M MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch _ 2• Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete • - I 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rig.-Bracing 5. Electricity; Location-Clearances-Grnd.-/' / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ P'L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's Card -BI Date Date Card -BI Date POOLS (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 1, Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/O to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10, ,Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B-1 Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date 3 r r • - I i i 3 J = OK O = Not OK — = Not Applicable = Not Ready RESIDENTIAL (Single and Duplex) � . , Date UNDERFLOOR (Plans) OK except k's � 1. Zoning requirements—Setbacks—Easements 35. Attic Acces Platform if Furnace in Attic 2. Ftg., Main; Soils—Steel—Elec. Grnd.— / /" Ftg. Dept 3. Ftg., Garage; Soils—Steel— / /" Ftg. Depth Date ELEC 4. Fig., Porches & Decks; Soils—Steel— / Ftg. Depth Card -BI 22 tDate 5. Stemwalls, Main; Steel—Blockouts—Wrapped—Slab t 6. Stemwalls, Garage; Steel—Blockouts—Wrapped—Slab Comments at Final: 7. Piers—Fireplace Ftg.—Steel 8. D.W.V.: Fall—Fittings—Test-2 way C/O—Sewer Test V 9. Gas Pipe; Size—Anchors 10. Water Pipe; Test—Anchors—Regulator—Seryice Test 11. Electric; Underground 12. Plenums & Ducts; Clearance—Material—Support—Ins. 13. Girders—Sills—An hor Bolts—Joists—Vents—Cripples K� S' a Boxes & No. of Conductors—Stapled Card -BI t t Card -BI a fl Card -BI Date Date PLUMBING (Permit) OK except tt's �%Z � Wader HL; Vent—Access—Combustion Air a�Pip�•g�.8e-Itcn�hors—Nail Protection ��f�W.V.�ttngs Anchors—Nail Protection _ r�fiab�lccess 18 u 'floor—Tub Access 1 rs I, Card -BI Date —ai1 and -BI Date Doors—One 3'—Check Garage -3rd story, 2 exits good on Roof Overhang—Attic Vents—Rafter Outri. p Screed—Fdn. Vents—Underflr. Access ing Area—Glass Protection—Skylights—Plastic Card -BI �. Date Card -BI Date Card -BI Date 3o is Card -BI Date Card -BI Date Card -BI Date Date FINA (Plans) OK except #'s Ext. Steps— oor & Sidelight Protection—Landi Smoke D ctor — InN'arage; Above Floor—Ducts—Mech. Protection 69r edroo xiting I. & Bath Fixtures & Tub Access C01 Elec. Trim & Subpanel; Breaker Sizes—Labels ' 62. irs & Rails Fireplace or Stove; Clearances -Hearth Elec. Outlets at Wood Panel; Int, & Ext. Fixt. & Appliance; Grnd.—Air Gap—Cooking Clearance �i Card -BI Date Card -BI Date 34. Furnace—Vent;ccess-Comb. Air—Return Air Vent -115V outlet 66,—Elec. Outlets & Receptacles at Kit. Counter 35. Attic Acces Platform if Furnace in Attic T9fiBCrage Fire Door; Swing—Landing—Closer Date ELEC ICAC Permit OK except q's Card -BI 22 tDate -15ZI A.C. Duct in Garage—Damper t Fi ure &Transformer Clearance—Ins. Protection Comments at Final: 69. Wtr. Htr.; Vents—Clearance—Comb. Air—Connector—P.R.V.— _ alls; Studs—Nailing, Spacing & Bracing—Plates—Sound In Garage; Above Floor—Mech. Protection lec. Receptacles Spacing—Lights & Switches at DoorsUkle�Plb., Elec. & Mech. Equip. Listed for Location S' a Boxes & No. of Conductors—Stapled /H1 ngers—Post Caps—Ants—Connectors X45 G g. Joist—Rftr. Ties—Purlinn Roof Brac.—Truss—Shthng.—Rfng. ire Fplace Ties or Type A—Fireplace Throat Romex Installed Close to Edge of Studs & C.J. 44T—Mec. Receptacles in Garage; (G.F.I.)—Romex Protec. nsuIati '—Foam—Looked in Attic R4-Yt�S Ground made up w/Mech. Fasteners—Bond Gas & Water 2 AR12lianceiCircuits in Kitchen &Conductor Size r Gu ails &Deck Construction—Post Caps 26. Subf a re Size5/ / Cu or AI—A.C. Wire Size / / Cu or AI 7 dn. Vents & Crawl Hole Do r—Drainage & Wood -Earth Clearance ga. ga. _/_ Looked under Floor es 27. Range Circ. / ga. Cu or AI—Oven Circ. / / ga. Cu or At, 75. Following instld.: Driv ❑ Yes (-fU; Walks ❑ Yes BNeutral 'Yes El / Nonsulat Planters E) Yes L7 No ' Serv' a—Riser Qp6ductors &Gro d—Main DAconnect —?e --Stucco; Brown—Finish Equip. Clearances; Panels—Motors—Mech. Equip. 'T'r.—A,C. it; Disconnect—Clrnces—Brkr. & Cond. —115V Outlet 36 Gletfies CJ t�-& ower Light ents Above Roof; Plbg.—Appliance i Clearance to Opngs. ater Well; Disconnect, Electrical, Plubing Exterior Elec. Trim; G.F.I. Receptacle—Underground Card B-19Date 15IP)Card-BI Date 4"—Ventilation throughout House Card B -I Date Card -BI Date $E�Glass Protection _ Corrections from Previous Inspections Date MECHANICAL (Permit) gK except N's as Test—Meters Tagged; Gas—Electric 31. A.C. Ducts; Insula n &Support Vater & Sewer Connected—C/O to Grade—HD Approval _ 32. Vent Fan; Exhaus ve Insulation Energy Compliance Certificate—Other Certificates _ 33. Condensate Drai Overflow; Size & Grade 34. Furnace—Vent;ccess-Comb. Air—Return Air Vent -115V outlet 35. Attic Acces Platform if Furnace in Attic Card -BI Date _ Card -BI Date Card -BI Date Card -BI 22 tDate Card -BI Date Card -BI Date Card -BI Date Date FRA G(Plans) OK except It's Comments at Final: Sills; Proper Material & Anchors _ alls; Studs—Nailing, Spacing & Bracing—Plates—Sound Aaw-_ aring Walls over Girders & 1`14r Nailing 3 Drat Stop in Walls (rat proof) F're Stops; Furred Ceilin s— t irs—Chases—Tub Header & Beam—Size Beari g /H1 ngers—Post Caps—Ants—Connectors X45 G g. Joist—Rftr. Ties—Purlinn Roof Brac.—Truss—Shthng.—Rfng. ire Fplace Ties or Type A—Fireplace Throat Attic Access; Size & Romex Protection—Draft Stop—Ins. Baffles 4 ng Doors—Sill Hgt. & Dimensions 47 n Framing (NOT E: A n entry must be made each time you visit jobsite) Card -BI Date J COUNTY OF BUTTE - DEPARTMEN'T-OF PUBLIC WORKS PERMIT N0. 7 County Center Drive - 0.roville, .Ca.lifor-nta 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONI G BUILDING PERMIT OWNER. T LE HONE ` � SQ. FT. OCC. BUILDING VALUATION Zo OWNER'S MAI IN AD ESS J iQ Q ONTRAC OR'S N E TELEPHONE V CONTRACTOR'S MAILING ADDRESS Fireplace C> CONSTRUCTION LENDER UNKNOWN Total Valuation $ D ✓ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ !j ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING A DRESS Permit fee � $,$'O BUILDING ADDRESS Jrs PLUMBING PERMIT. Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO.SUBDI VISION NAME RCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets ,— /� USE OF STRUCTURE SF L"J' Duplex❑-Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 5.00 4fA 14 TYPE OF WORK New ❑ Addition Remodel Utilities ❑ Installs i ❑ her ❑ Describe work: NYZ Qi h t 40 rbtD Permit Fee $ ghloo Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR00V OR LESS5.00 Main service EA. ADD'L too AMP 2.50 NEW CONS- OR ADDNST (ACC`BI U B1 / 20sgft ,, CONTRACTORS LICENSE LAW I declare under penalty of perjury (check One): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full forcIe and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) [>� I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR OUTLET NON.RESID BRANCH CIRC TS 2,50 ea NEW CONSTR. POWER APPARATUS 6\ NON-RESID. (SINGLE OUTLET CIR. 1 EX. Occup OUTLETS OR FIXTURES_ gAL� IXED APPLNS. OR Ex. Occup.(OUTLETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less._ ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 2--I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee S Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to ail County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against s id Cou ty in consequence of the granting of this permit. �^This X `-� / ?o�Lf�C r Date 7// Signature of Applicant — Owner L✓J Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. . Mobile Home Installation Fee $ TOTAL PERMIT FEE Q, P$ occyq. GROUP V/I,,/ _ TYPE of ONST. PARCEL Pb 171 ISSUE permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIR TOR 0 PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. .� ��6 WHITE-D.P.W., YELLOW -ASSESSOR, PI -INSPECTOR. OLDENROO-APP CANT �ir.;��.F ,. •,*{•i .y � ... .. n ." .y ..,..,, .- ..` i . ,:-.+•w ��'. � ...7 .�; _: ?� '�' iT- —•f -�Ttj •.5• �'' h. z..'58-47-01 3534=90P;' M. f' 4 .. •. _ { �..� r'�'' lfw. ray M.r G +-. MASUEN, �NicV*; x...15520 _Coutelenc, Magal'ia Contr A'rtic ,Aire; T a.41 1 (furnace/sf)p i COUNTY OF BUTTE - DEPARTMENT OF iPUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-754.1 .•..(")70 APPLICATION AND"PERMIT ASSESSOR PARCEL NUMBER 58-47-01 'ZONING 1 BUILDING PERMIT OWNER NICK MASUEN TELEPHONE SQ. FT. OCC. BUILDING VALUATION NER'S MAILING ADDRESS 5520 Coutelenc, Ma alia, CA 95954 CONTRACTOR'S NAME Artic Aire TELEPHONE 895-3330 CONTRACTOR'S MAILING ADDRESS 2838 Hwy32 Chico CA 95926 Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER None LICENSE NO. Plan Checking Fee $ Ener Plan Checkin Energy g Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 15520 Coutelenc Ma alis Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5,00 r USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other u SPECIFY Gas piping system 1 - 5 outlets 5.00 00 Building sewer 5.00 Mobile Home I S I G JW 1 110-00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities [[g Installation❑ Other ❑ Describe work: Tnatal1 Propane PulRe Fnrnarp _ Permit Fee $ 15.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service ;000V OR 0 AMP ORLESS10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): © I am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. j l..% License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEWGOCCUP.&� ADONST ( DWEACCLLING / 2'/zQsgft TLET NEW "E S, D, RANCH CIRCUITS) NO N•R ESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20®50¢ BALO 30 FIXED Ex. Occup. OUTLETS PIRESID.IREA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �Virin 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. 1' I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating 6 00 Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X C.��c�c r T r _ 9• qG Date Signature of Applicant — Owner ❑ Contractor ❑ Agent © An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE E $ 31.00 HAZ CUA PARK SCHL PAR Po HD ISSUE This permit is hereby issued under sions of the Butte County Code and/or work inditated above f which fess DIRECT R OF PUW I B f - PERMIT EXPIRES Date the applicable provi- resolutions to io have been paid. WORKS Date ;a19 ! [/J� �/� �? (`//� 7 A / f/Bx Receipt No. WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 58-47-01 ZONING BUILDING PERMIT OWNER NICK MASUEN TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 15520 Coutelenc Ma alfa CA 95954 CONTRACTOR'S NAME Artic Aire TELEPHONE 895-3330 CONTRACTOR'S MAILING ADDRESS 2838 Hwy 32 Chico CA 95926 Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER None LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Ma alio Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5,00 Each qas water heater or vent 5,00 USE OF STRUCTURE SF X❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities [5� Installation ❑ Other ❑ Describe work: 1p.st2-]1 PrgP� �� �g _ Permit Fee $ 15.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 V OR L Main service 1000 AMP ORSLESS 10.00 CONTRACTORS LICENSE LAW I declare unifier penalty of perjury p y p er l y (check one): [✓� I am licensed under provisions of Chapt. 9, Div. 3 of the Business/POWER and Professions Code and my license Is In full force and effect. License No.�34Q/'I Classification ElI, as the owner, or•my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.g OR ACDNS. ( ACC. BLDGS. 2/4sgft NEW CONSTR ULTI.OUT LET NON.RES,D BRANCH CIRC ITS 2.50 ea APPARATUS bl (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 2AL®AL@30 . FIXED EX. Occup. OUT ETS (RESID.)REA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ©' I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall -not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating 6.00 Cooling Hood 3,00 Ventilation permit Fee $ 1 .00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said my In consequence of the granting of this permit. �! .,° X b r Date %� 9- �G Signature of Applicant — Owner ❑ Contractor ❑ Agent &a- An OSHA permit is required for excavations over 5'0" deep and demolition or construct- OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 31.0 HAz CUA PARK I SCHL I FLD PAR PD HD I ISSUE Th;s permit is hereby issued under sions of the Butte County Code and/or work ) ated above for which fees DinAn DIR OF PU 1 B PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date 0 Receipt No.T-79 WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS -"':'..'PERMIT NO. 7 County Center Drive - Oroville, California 95965 -Telephone:. 9161538-7541.• APPLICATI.ON AND PFRMIT ASSESS R PARCEL NUMBER ZONING •rr BUILDING PERMIT OWN/E_RJ/ ^ 4 v C TELEPHONE Sa. FT. OCC. BUILDING VALUATION oil s a Ao ILING©4 /y1 641- G rHONE CON RACTC)R;S NAME ` 1 C C_ TELEP ((yS - 3 0 CO NZR ACTOR'S ULING ADORES Q Q Fireplace CONST UCTION LEN ER UN[KNO(WN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee S 10.00 Permit Fee $ ARC}II'TECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS' 5 g �'1 �� �, CJ Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 Gq Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME IPAtp EL MAP Water piping 5,00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home ISI G W 0.00e al TYPE OF WORK New ❑ Addition ❑ Remodel ❑ tilities Installation❑ Other ❑ Describe work: ✓f J ri AA 1 C (1 1` f� r n a C C Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6000V OR 0 AMP ORLESS10.00 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): El am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. AOO'L 100 AMP 2.50 NEW CONST.// DWELLING OCCUP.� OR AOONS, l AGC. SLOGS. . , 2hCsqft NEW CONSTR. ULTI.OUTLET NON .RESID BRANCH CIRC ITS) 2.50 ea /POWER APPARATUS a) (SINGLE OUTLET CIR. Ex. OCCUp�OUTLETS OR FIXTURES 20@50c DALo30e EX. OCCUp. OUTLFIXEETS PIRESIO .)RTS 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring. 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3,00 Ventilation Penult Fee $ Contractor I certify that I have read this application and state that the above information 1s correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner C3 Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE t 00 HAz I CUA PARK I SCHL FLO PAR PO HD ISSUE This permit is hereby issued unaer sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. // 9,— -3 % O C) WHITE-O.P.W.. YELLOW-ASSE330R. PINK -INSPECTOR, GOLDENROD -APPLICANT 1 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVIL-L'E; CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION' DATA SHEET Permit No. OWNER 1 'r le,1 [Q S Gt! A. P..No. Proposed Building Use �l --- Building Inspector Date At time of permit application, I was advised .the following data must be submitted prior to permit processing and/or issuance: 1. All items have been submitted. 2. Plot plans in duplicate/triplicate, signed by preparer of plans. 3. Complete plans in duplicate/triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Hazardous Material Form. 6. Energy Design Compliance and supporting documentation. 7. Statement of Intent for Non -Heated and AC Buildings. 8. Engineered truss details and layout in duplicate (required prior to plan check). 9. Mobilehome installation data including manufacturer's installation instructions. 10. Fees of $ 11. Chico Urban Area fees paid. 12. Park fees paid. 13. School District fees paid. 14. Sanitation approval from Health Department. 15. City of Chico plumbing permit. 16. Plot plan and business license approval.from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: 18. Improvements may be required. Contact Land -Development Section of DPW. 19. Driveway permit (construction approval required prior to occupancy). 20. Pre -Inspection for required. 21. Contractor's license information (No., Name Style, Classification). 12. Certificate of Workmans Compensation Insurance. 2 . Owner -Builder Verification (Given to owner D, Mail to owner D). 24. Recorded copy of Agricultural Acknowledgment Statement. 25. Letter of signature authorization. 26. 27. Wheq you issue -the pe mit, r cess as follows: Maii+_toowwner. Telephone and hold for pickup a� office Other Applicant Mail to contractor. _Deliver w. /inspector. Date GENERAL INFORMATION BUILDING DEPARTMENT OFFICES HEALTH DEPARTMENT OFFICES Chico . . . . 196 Memorial Way Chico. 196 Memorial Way Phone: 891-2751 Phone: 891-2727 Hours: 8:00 a.m. - 12:00 a.m. Hours: 8:00 a.m. - 9:00 a.m. Oroville 7 County Center Drive Oroville 7 County Center Drive Phone: 538-7541 Phone: 538-7281 Hours: 8:00 a.m. - 5:00 p.m. Hours: 8:00 a.m. _ 10:00 a.m. Paradise . . . 747 Elliott Road Parad i se . . . 747 Elliott Road Phone: 872-6307 Phone: 872-6308 Hours: 8:00 a.m. - 12:00 a.m. Hours: 8:00 a.m. - 9:00 a.m. PLANNING DEPARTMENT —.7 County Center Drive, Oroville — Phone: 538-7601 — Hours: 10:00 a.m. - 3:00 p.m. Original — Applicant I COUNTY OF BUTTE - DEPARTMENT,OF PUBLIC WORKS - BUILDING DIVISION i� 7 COUNTY CENTER DRIVE - ORO' rCE rCALIFORNIA 95965 - TELEPHONE: 916/538-7541 „., ., w' PERMIT APPLICAT'YO'N DTA SHEET Permit No. _ �,_ � OWNER 1 %�� ! " iQ S U F �- A. ..N ---07 Proposed Building Use j !— Building Inspector Date At time of permit application, I was advised the following data must be submitted pr,,or to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . ........................ ......... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ............... 8. Engineered truss details and layout in duplicate (required prior to plan check) r 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required ... Pre-Inspec. request to Building Inspector (Date) 1. Contractor's license information (No., Name Style, Classifications ... 2. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner o, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. Whou issue the pe%mit, proess as follows: �ltoowner. Mail to contractor. Telephoneyt0 and hold for pickup at%© office. Deliver w. /inspector. Other Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. _Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---naiI—counter by ..date Contractor, designer, owner, was advised of above required data by—phone —Mai I—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW 1�-; n EXISTING ' RESIDENCE ' arniK _7 1 GA GENERAL NOTES: DETAIL ,4 I. CONSTRUCTION SHALL CONFORM TO THESE PLANS AND ALL APPLICABLE CODES AND LOCAL ORDINANCES INCLUDING THE 2001 EDITION OF THE CALIFORNIA BUILDING CODE. 2. STEEL BUILDING SHELL SHALL BE DESIGNED BY OTHER5 TO UBC AND MBMA REQUIREMENTS. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS AND CAL- CULATIONS AS REQUIRED BY LOCAL BUILDING DEPARTMENT. MINIMUM DESIGN LOADS: ROOF LIVE LOAD:. 40 -PSF (SNOW) WIND LOAD: 80 MPH / EXPOSURE 'C' SEISMIC ZONE III - SOIL PROFILE SD 3. STEEL BUILDING SHALL BE FABRICATED (INCLUDING ALL WELDING) IN AN AISC CERTIFIED SHOP.APPROVED BY THE LOCAL BUILDING DEPARTMENT PER UBC 11011. BUILDING MANUFACTURER SHALL SUBMIT CERTIFICATIONS AND OTHER INFORMATION AS REQUIRED FOR APPROVAL BY BUILDING DEPARTMENT. EXISTING RESIDENCE. yam:; : EXISTING SEPTIC i C SYSTEMS aai I 1 \� 1 y 1 \ �e4 X147 e ' ADJOINER: ADJOINER: APN 058-090-.004 APN 065-040-014 I I GP: TPZ-160' GP: TM-5/WP ZONE: WP .ZONE: AR NB6'38_ — — '15 E / � �� ._.-� z �NOO°05'58/ \ p OI 65S' �i' I IO Iw C I*r\UJELL 7n1. I I� I ci D N16'45'22"W' Q / 80.1' L/ ADJOINER 583'40'25"W 11688' APN 065-520-002 \ GP: TM-S/UIP ADJOINER: ZONE: AR \ \ APN 065-520-002 GP: TM-BAUP I ZONE: AR �y SPECIAL. INSPECTIONS EXEMPTION FROM THE REQUIREMENT FOR SPECIAL INSPECTION OF HIGH-STRENGTH BOLTING IS REQUESTED FOR THIS PROJECT AS ALLOWED BY CBC SECTION 1101.1 FOR CONSTRUCTION OF MINOR NATURE. . 51 TE PLAN: 111=4001 4 a T. I I OWNER AARON MAY PJO. BOX 18'11 MAGALIA, CA 95954 INDEX OF DRAWINGS G1 SITE PLAN Al FLOOR PLAN A2 ELEVATIONS a 10 &_o /Y' 11 .1X43.1 SECTIONS D =TAIL S A3.2 PARTITION -DETAILS 51.1, FOUNDATION PLAN 51.2 51.3 1=0UND ' ATION DETAILS 01 FOUNDATION DETAILS 02 C 32934 EXP. 6/30/06 10/6/05 11 LOCATION W Z O JAN too; Zero W�� W<O WvW W w9_ wVW _— Z �.' Q IL C1 Ei M y r m r- m JOB: col /05096/ 056-CIOWG FILE: A Q V � QQ _ NNU W N h Zvu W o Q� = m J C d Q _ © _— 1u� = 3 a~o a o m -' 111 J o . < w 4c 000 Ti o m 6 C Yi O e t C1 Ei M y r m r- m JOB: col /05096/ 056-CIOWG FILE: 05056 SHEET C1 Ei M 01 O❑ BUTLER X-BRACE.IN -: WALL. THIS BAY ONLY-_`, , KENNEL SUPPLY STORAGE O 60'-0" BL TO 40'-6 1/2" 6 1/2" L 20'-0" Co 1/1" CONCRETE CURB KENNEL SUPPLY STORAGE STABLE 4" CONCRETE SLAB Q WITH 6/6/10110 ULM IL A OVER 4"t G=RAVEL BASEILI J f \ m 'EARTH ut RC unD m I GRAVEL FLOOR A Environ ental eatth ,4s p e ADJUST HAIRPIN _-LEGS AS SHOILN .42Signatu;�+,_ Date?T EDGE OF SLAB LINE OF ROOF ABOVE - OPEN SIDEWALL FLOOR FLA': Ball =V -oil i' O BUILDINGS DATA - 2001 CBC OCCUPANCY GROUP: 15-1 (PRIVATE STORAGE) TYPE OF CONSTRUCTION: II N LOCATION ON._F'1?OFERCT:_..____._---.........._._.._...._.__.._. . NORTH: 50'i TO EXISTING RESIDENCE EAST: 10't CLEAR TO EXISTING RESIDENCE= " SOUTH: 600't CLEAR TO PL -_ - WEST: 600't CLEAR TO PL FLOOR A PROPOSED AREA ■ 1,800 SGL FT. ALLOWABLE AREA o 12,000 SQ. FT. HEIGHT: PROPOSED HEIGHT = 16'-O"t MAXIMUM ALLOWABLE HEIGHT ■ 55' NUMBER OF STORIES: PROPOSED : SINGLE STORY ALLOWABLE : SINGLE STORY OCCUPANT LOAD: 4 OCCUPANTS AT I PER 500 S.F. (WAREHOUSE) EXITS: I EXIT REQUIRED FOR LESS THAN 30 OCCUPANTS ALL SPACES HAVE I WALL OPEN ' NORTH VALLEY BUILDING SYSTEMS TITLE: PRIVATE STORAGE BUILDING FOR AARON MAY MAGALIA (BUTTE CO.), CA FLOOR F^AI ` FLAN Revisions: SCALE: SHEET //�� /` f� OF 8 I 9/!6/05 REVISE 0 BLDG LOCATION FILE: CDS /Osorw 056-AIDWCs ® (RELOCATE BB CRANDALL ENGINEERING 4956 Ponderosa Way PO Box 124 Midpines, CA 96848 Phone: (209)988-4844 Fax: (209)98 0-4744 11 THREE 8 E V E N 8 'LANE C H I C O■ C A 95973 PHONE 1 6 8 0 1 346-729.6 JOB: 05056 (:i► N86'35 15E—, , �g{�D jR�S AND SQt11PMEt4T VP ALL EAS`�� �t4ERHANC3S SMALL CLEAR -C FROH Sg ,A SET BACK I d. E v®R Al, GENERAL NOTES: I. CONSTRUCTION SHALL CONFORM TO THESE PLANS AND ALL APPLICABLE CODES AND LOCAL ORDINANCES INCLUDING THE 2001 EDITION OF THE CALIFORNIA BUILDING CODE. 2. STEEL BUILDING SHELL SHALL BE DESIGNED BY OTHERS TO UBC AND MBMA REQUIREMENTS. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS AND CAL- CULATIONS AS REQUIRED BY LOCAL BUILDING DEPARTMENT. MINIMUM DESIGN LOADS: ROOF LIVE LOAD: 40 P5F (SNOW) WIND LOAD: 80 MPH / EXP05URE 'C' SEISMIC ZONE III - SOIL PROFILE SD 3. STEEL BUILDING SHALL BE FABRICATED (INCLUDING ALL WELDING) IN AN AI5C CERTIFIED SHOP APPROVED BY THE LOCAL BUILDING DEPARTMENT PER UBC 1101.1. BUILDING MANUFACTURER SHALL SUBMIT CERTIFICATIONS AND OTHER INFORMATION AS REQUIRED FOR APPROVAL BY BUILDING DEPARTMENT. CE EXISTING SEPTIC SYSTEMS \ \ PLAN NI 'GV�SN - BUILDING PLAN APPROVAL Use:�tn�1.Ia Date: Other. Signature: SPECIAL INSPECTIONS EXEMPTION FROM THE REQUIREMENT FOR SPECIAL INSPECTION OF HIGH-STRENGTH BOLTING IS REQUESTED FOR THIS PROJECT AS ALLOWED BY GBG SECTION 1-101.1 FOR CONSTRUCTION OF MINOR NATURE. ADJOINER: ADJOINER: APN 058-090-004 APN 065-040-014 I I GP: TPZ-160 GP: TM -5/11P ZONE: WP ZONE: AR I 1246.6' �Z NOO''05-r \ = I IQ IN O I I T- w Th I *r\WELL `9 z IN 0 � I NI6'45'22"W O L so.r ADJOINER: 583 40'25"W APN 065-520-002 I GP: TM-5/WP \ ADJOINER: � ZCr!E: AR i APN 065-520-002 \ \ GP: TM-5AIP ZONE: AR 1 51TE PLAN: 1" = 400' OWNER: AARON MAY P.O. BOX 011 MAGALIA, CA 95954 INDEX OF DRALUINGS 12460 SITE PLAN — RE Vp!f WED BY FLOOR PLAN BUTTE CO. FIRE DEPT. ELEVATIONS CALIF. DEPT. of FORESTRY SECTIONS 4 DETAILS Q approved as submitted jtw proved with conditions IrS• • ttached she tAND � j 4Signa FOUNDATION PLAN v AND - Date 1 B _ GENERAL NOTES: I. CONSTRUCTION SHALL CONFORM TO THESE PLANS AND ALL APPLICABLE CODES AND LOCAL ORDINANCES INCLUDING THE 2001 EDITION OF THE CALIFORNIA BUILDING CODE. 2. STEEL BUILDING SHELL SHALL BE DESIGNED BY OTHERS TO UBC AND MBMA REQUIREMENTS. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS AND CAL- CULATIONS AS REQUIRED BY LOCAL BUILDING DEPARTMENT. MINIMUM DESIGN LOADS: ROOF LIVE LOAD: 40 P5F (SNOW) WIND LOAD: 80 MPH / EXP05URE 'C' SEISMIC ZONE III - SOIL PROFILE SD 3. STEEL BUILDING SHALL BE FABRICATED (INCLUDING ALL WELDING) IN AN AI5C CERTIFIED SHOP APPROVED BY THE LOCAL BUILDING DEPARTMENT PER UBC 1101.1. BUILDING MANUFACTURER SHALL SUBMIT CERTIFICATIONS AND OTHER INFORMATION AS REQUIRED FOR APPROVAL BY BUILDING DEPARTMENT. CE EXISTING SEPTIC SYSTEMS \ \ PLAN NI 'GV�SN - BUILDING PLAN APPROVAL Use:�tn�1.Ia Date: Other. Signature: SPECIAL INSPECTIONS EXEMPTION FROM THE REQUIREMENT FOR SPECIAL INSPECTION OF HIGH-STRENGTH BOLTING IS REQUESTED FOR THIS PROJECT AS ALLOWED BY GBG SECTION 1-101.1 FOR CONSTRUCTION OF MINOR NATURE. ADJOINER: ADJOINER: APN 058-090-004 APN 065-040-014 I I GP: TPZ-160 GP: TM -5/11P ZONE: WP ZONE: AR I 1246.6' �Z NOO''05-r \ = I IQ IN O I I T- w Th I *r\WELL `9 z IN 0 � I NI6'45'22"W O L so.r ADJOINER: 583 40'25"W APN 065-520-002 I GP: TM-5/WP \ ADJOINER: � ZCr!E: AR i APN 065-520-002 \ \ GP: TM-5AIP ZONE: AR 1 51TE PLAN: 1" = 400' OWNER: AARON MAY P.O. BOX 011 MAGALIA, CA 95954 INDEX OF DRALUINGS ICI SITE PLAN Al FLOOR PLAN - X42 ELEVATIONS ,43.1 SECTIONS 4 DETAILS Q A3.2 PARTITION DETAILS 51.1 FOUNDATION PLAN 51.2 FOUNDATION DETAILS #1 51.3 FOUNDATION DETAILS *2 Revisions: W O f t W �q N i ,1% D z W�O1 J > m WHO Ip i W 0.. > ccOW Fv0 0= Z ' IL Of S/ SCALE: � Q JOB: � o o l/ = a QQ U a C 32934 • o N N Sp W .. u Z� W o w 0 1 = Mp� m o 0 o � V + Z a 0— OF S i j 1D '° N: Lu w J e o Z d0 .. o .Call •i 6 Of S/ SCALE: 9 JOB: col /05056/ M 056-CIDM C 32934 FILE: J+� EXP. 6/30/06 \P 05056 9l� CIVIL GQ� of CALF SHEET C� OF S 0- O O O O 60'-0" BL TO BL 40'-6 1/2" 20-0 I, 20' _0" L 20' _0" (o 1/2" 6 1/2" A B 3. 3. BUTLER X -BRACE IN CONCRETE WALL. THIS BAY ONLY CURB KENNEL SUPPLY STORAGE KENNEL SUPPLY STORAGE STABLE A 3 FARTH OR GRAVEL FLOOR ADJUST HAIRPIN _—LEGS AS SHOWN / AT EDGE OF SLAB LH --- -- A-- -4--- LINE OF ROOF ABOVE OPEN SIDEWALL FLOOR FLAN: BUILDING DATA - 2001 GBG OCCUPANCY GROUP: 5-1 (PRIVATE STORAGE) TYPE OF CONSTRUCTION: II N LOCATION ON PROPERTY: NORTH: 150't CLEAR TO PL EAST: 600't CLEAR TO PL SOUTH: 100' CLEAR TO PL WEST: 1600't CLEAR TO PL FLOOR AREA: PROPOSED AREA 1,800 SQ. FT. ALLOWABLE AREA 12,000 SQ FT. HEIGHT: PROPOSED HEIGHT - 16'-O" t MAXIMUM ALLOWABLE HEIGHT ■ 55' NUMBER OF STORIES: PROPOSED : SINGLE STORY ALLOWABLE : SINGLE STORY OCCUPANT LOAD: 4 OCCUPANTS AT I PER 500 S.F. (WAREHOUSE) EXITS: 1 EXIT REQUIRED FOR LESS THAN 30 OCCUPANTS ALL SPACES HAVE 1 WALL OPEN do F �n r rrn C 32934 / EXP. 6/30/06 _Q / = NORTH VALLEY BUILDING SYSTEM8 4" CONCRETE SLAB Revisions: SCALE: WITH 6/6/10/10 UALM FILE, /05056/ 056-AIDWG OVER 4"t GRAVEL BASE CRANDALL E N G I N E E R I N G 1 1 THREE SEVENS L A N E C H I C O, CA 95 9 73 PHONE 9 5 8 01 3 4 6- 72 9® 4989 Pondoroom Way PO Bo: 124 Nldpinoa, CA 99349 Phono: (209)999-4944 Fax: (209)99 9-4744 JOB: 05056 4 (L A _J 3 w , a� STABLE A 3 FARTH OR GRAVEL FLOOR ADJUST HAIRPIN _—LEGS AS SHOWN / AT EDGE OF SLAB LH --- -- A-- -4--- LINE OF ROOF ABOVE OPEN SIDEWALL FLOOR FLAN: BUILDING DATA - 2001 GBG OCCUPANCY GROUP: 5-1 (PRIVATE STORAGE) TYPE OF CONSTRUCTION: II N LOCATION ON PROPERTY: NORTH: 150't CLEAR TO PL EAST: 600't CLEAR TO PL SOUTH: 100' CLEAR TO PL WEST: 1600't CLEAR TO PL FLOOR AREA: PROPOSED AREA 1,800 SQ. FT. ALLOWABLE AREA 12,000 SQ FT. HEIGHT: PROPOSED HEIGHT - 16'-O" t MAXIMUM ALLOWABLE HEIGHT ■ 55' NUMBER OF STORIES: PROPOSED : SINGLE STORY ALLOWABLE : SINGLE STORY OCCUPANT LOAD: 4 OCCUPANTS AT I PER 500 S.F. (WAREHOUSE) EXITS: 1 EXIT REQUIRED FOR LESS THAN 30 OCCUPANTS ALL SPACES HAVE 1 WALL OPEN do F �n r rrn C 32934 / EXP. 6/30/06 _Q / = NORTH VALLEY BUILDING SYSTEM8 TITLE: PRIVATE STORAGE BUILDING FOR AARON MAY MAGALIA (BUTTE CO..), CA F=L00R PLAN Revisions: SCALE: SHEET A] OF 8 FILE, /05056/ 056-AIDWG CRANDALL E N G I N E E R I N G 1 1 THREE SEVENS L A N E C H I C O, CA 95 9 73 PHONE 9 5 8 01 3 4 6- 72 9® 4989 Pondoroom Way PO Bo: 124 Nldpinoa, CA 99349 Phono: (209)999-4944 Fax: (209)99 9-4744 JOB: 05056 4D W E Q /UNTIRMMED EAVE CIP CONCRETE PEDESTALS WEST ELEVATION f3KAVML P-LVVIK BUTLER PREFINISHED STEEL GABLE TRIM COLOR 'HUNTER GREEN' SOUT ELEVATION EAST ELEVATION SOIL NOTES: I. FOUNDATION DESIGN 15 BASED ON ASSUMED CLASS 5 MATERIAL: SOIL BEARING CAPACITY: 1000 P5F WITH INCREASES PER GBG TABLE 18-1-A. 2. ALL FOOTINGS EXCEPT WHERE NOTED OTHERWISE ON PLANS ,SHALL BE SET AT LEAST 12" INTO UNDISTURBED EARTH OR CERTIFIED COMPACTED FILL. 3. ANY UNUSUAL SOIL CONDITIONS SUCH AS ORGANIC SOILS, CLAY POCKETS OR UNCERTIFIED FILLS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. BUTLERIB PREFINISHED STEEL SIDING. COLOR "TERRA BROIIN" NORTH ELEVATION "n- NORTH VALLEY BUILDING SYSTEMS TITLE: PRIVATE STORAGE BUILDING FOR AARON MAY MMAGALIA(BUTTE CO.),CA ELEVATIONS Revisions: BUTLERIB II STEEL SHEET IA2 OF 8 FILEo 1 �Dw�/ CRANDALL EN G IN EER I NQ ROOFING WITH ZN-AL FINISH 4958 Ponderosa Way PO Bo: 124 Midpines, CA 95345 Phone: (209)988-4844 Fa:: (209)98 8-4744 11 THREE SEVENS LANE C H I C O. CA 96 97 8 PHONE 15 301 $45-7296 JOB: 05056 BUTLER PREFINISHED 1 h I k� : STEEL GABLE TRIM � I I I , I 1; , �• � I i; L ! TER GREEN' I !, �,� I ,; h � , � f_—UNTIRMMED EAVE LLI LLL >O >p FF E� G EG - FG EG F!s CONCRETE CURB AT BUTLERIB PREFINISWED GRAVEL FLOOR AREA;7 STEEL SIDING. COLOR "TERRA BROWN" EAST ELEVATION SOIL NOTES: I. FOUNDATION DESIGN 15 BASED ON ASSUMED CLASS 5 MATERIAL: SOIL BEARING CAPACITY: 1000 P5F WITH INCREASES PER GBG TABLE 18-1-A. 2. ALL FOOTINGS EXCEPT WHERE NOTED OTHERWISE ON PLANS ,SHALL BE SET AT LEAST 12" INTO UNDISTURBED EARTH OR CERTIFIED COMPACTED FILL. 3. ANY UNUSUAL SOIL CONDITIONS SUCH AS ORGANIC SOILS, CLAY POCKETS OR UNCERTIFIED FILLS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. BUTLERIB PREFINISHED STEEL SIDING. COLOR "TERRA BROIIN" NORTH ELEVATION "n- NORTH VALLEY BUILDING SYSTEMS TITLE: PRIVATE STORAGE BUILDING FOR AARON MAY MMAGALIA(BUTTE CO.),CA ELEVATIONS Revisions: SCALE: SHEET IA2 OF 8 FILEo 1 �Dw�/ CRANDALL EN G IN EER I NQ 1 1 4958 Ponderosa Way PO Bo: 124 Midpines, CA 95345 Phone: (209)988-4844 Fa:: (209)98 8-4744 11 THREE SEVENS LANE C H I C O. CA 96 97 8 PHONE 15 301 $45-7296 JOB: 05056 BUTLERIB II CORRUGATED STEEL ROOFING WITH ZN-AL FINISH EAVE STRUT 2 IN 12 UNTRIMED EAVE GIRT WALL GIRT' BY BUTLER 0 �t �9 BUTLERIB II PREFINISHED' STEEL SIDING i PURLINS B' BUTLER AT 5't O.G. STEEL FRAME BY' BUTLER 411t CLEAN GRAVEL s VDI5TURBED EARTH SECTION �4 CONCRETE SLAB CONSTRUCTION I. CONCRETE SLAB AS SHOWN ON THE PLANS IS THE MINIMUM THICKNESS AND REINFORCING REQUIRED FOR STABILITY OF STEEL BUILDING AND 15 ADEQUATE FOR NORMAL COMMERCIAL USE INCLUDING LIGHT VEHICULAR TRAFFIC. IF HEAVY LOADING FROM STORED MATERIALS, EQUIPMENT INCLUDING TRUCKS, FORKLIFTS OR STATIONARY EQUIPMENT I5 ANTICIPATED, SLAB THICKNESS AND REINFORCING SHOULD BE INCREASED. 2. GRAVEL BASE SHOWN 15 TO PROVIDE STRUCTURAL BASE FOR SLAB ONLY. NO PROVISIONS FOR PREVENTING GROUNDWATER INFILTRATION OR DAMPNESS OF THE SLAB ARE INCLUDED. IF BUILDING USE WILL BE SUCH THAT SLAB MUST BE DRY AT ALL TIMES, DAMP -PROOFING WITH PEA GRAVEL BASE, V15CUEEN AND 2" SAND TOPPING 15 RECOMMENDED. 3. CRACK CONTROL JOINTING SHOWN MAY BE ALTERED AT THE CONTRACTORS OPTION PROVIDED THE JOINTS ARE SPACED AT APPROXIMATELY 25' INTERVALS IN BOTH DIRECTIONS. THE MAXIMUM SPACING SHALL IN NO CASE EXCEED 30'. 4. CRACK CONTROL JOINTS MAY BE MADE BY EITHER EMBEDDING AN APPROVED INSERT SUCH AS ZIP -STRIP OR KEY-KOLD IN THE CONCRETE OR BY SAWCUTTING THE CONCRETE AS SOON AS PRACTICABLE AFTER PLACING. 5. UNLESS SPECIFIED OTHERWISE, REINFORCING SHALL BE CONTINUOUS THROUGH THE JOINTS. EAVE EXPOSED STEEL COLUMNS BY BUTLER lI E, II t I UNDISTURBED OPEN HIGHSIDE WALL I OUTLERID a 00MR GATED STEEL ROOFlNG UTR ZN-AL FINISH 2 IN 12 EAVE STRUT UNTRIMED EAVE WALL GIRT, BY' BUTLER O -v - BUTLERIB II PREFINISHED� STEEL SIDING PURLINS BY BUTLER AT 5't O.G. STEEL FRAME BY BUTLER NCRETE CURB BEYOND 0 OF CURB - BUILDING FF EARTH OR GRAVEL FLOOR TC FF 11 r ;!! �! UNDI511JRBED EARTH SECTION 8 1/4"=1'-O" 3- urr.rw NORTH VALLEY BUILDING SYSTEMS 4" CONCRETE SLAB Revisions: WITH 6/6/10/10 WWM 411t CLEAN GRAVEL s VDI5TURBED EARTH SECTION �4 CONCRETE SLAB CONSTRUCTION I. CONCRETE SLAB AS SHOWN ON THE PLANS IS THE MINIMUM THICKNESS AND REINFORCING REQUIRED FOR STABILITY OF STEEL BUILDING AND 15 ADEQUATE FOR NORMAL COMMERCIAL USE INCLUDING LIGHT VEHICULAR TRAFFIC. IF HEAVY LOADING FROM STORED MATERIALS, EQUIPMENT INCLUDING TRUCKS, FORKLIFTS OR STATIONARY EQUIPMENT I5 ANTICIPATED, SLAB THICKNESS AND REINFORCING SHOULD BE INCREASED. 2. GRAVEL BASE SHOWN 15 TO PROVIDE STRUCTURAL BASE FOR SLAB ONLY. NO PROVISIONS FOR PREVENTING GROUNDWATER INFILTRATION OR DAMPNESS OF THE SLAB ARE INCLUDED. IF BUILDING USE WILL BE SUCH THAT SLAB MUST BE DRY AT ALL TIMES, DAMP -PROOFING WITH PEA GRAVEL BASE, V15CUEEN AND 2" SAND TOPPING 15 RECOMMENDED. 3. CRACK CONTROL JOINTING SHOWN MAY BE ALTERED AT THE CONTRACTORS OPTION PROVIDED THE JOINTS ARE SPACED AT APPROXIMATELY 25' INTERVALS IN BOTH DIRECTIONS. THE MAXIMUM SPACING SHALL IN NO CASE EXCEED 30'. 4. CRACK CONTROL JOINTS MAY BE MADE BY EITHER EMBEDDING AN APPROVED INSERT SUCH AS ZIP -STRIP OR KEY-KOLD IN THE CONCRETE OR BY SAWCUTTING THE CONCRETE AS SOON AS PRACTICABLE AFTER PLACING. 5. UNLESS SPECIFIED OTHERWISE, REINFORCING SHALL BE CONTINUOUS THROUGH THE JOINTS. EAVE EXPOSED STEEL COLUMNS BY BUTLER lI E, II t I UNDISTURBED OPEN HIGHSIDE WALL I OUTLERID a 00MR GATED STEEL ROOFlNG UTR ZN-AL FINISH 2 IN 12 EAVE STRUT UNTRIMED EAVE WALL GIRT, BY' BUTLER O -v - BUTLERIB II PREFINISHED� STEEL SIDING PURLINS BY BUTLER AT 5't O.G. STEEL FRAME BY BUTLER NCRETE CURB BEYOND 0 OF CURB - BUILDING FF EARTH OR GRAVEL FLOOR TC FF 11 r ;!! �! UNDI511JRBED EARTH SECTION 8 1/4"=1'-O" 3- urr.rw NORTH VALLEY BUILDING SYSTEMS TITLE: PRIVATE STORAGE BUILDING FOR AARON MAY 'f II tt ILMAIGALIA (BUTTE CO.),, CA 5U 1 D 1 1 rr�G SECTIONS ICRANDALL Revisions: SCALE: SHEET A3.1 OF ; 00 FILE:CD1 i05056i 056-ANDWG ENGINEERING 11 THREE SEVENS LANE C H I C O, CA 9 5 9 7 3 %PHONE t 5 8 O 1 8 4 6- 7 2 9 6 4988 Ponderosa Way PO Box 124 Midpines, CA 98848 Phone: (209)988-4844 Fax: (209)98 8-4744 JOB: 05056 n ' < i 012 GA5KETED / SIDING SCREWS I .9 { AT 6" O.G. , BUTLER SAG STRAP (TOTAL OF3) SEE BUTLER DETAILS G246 t G246 II ,, - A FRAME BY BUTLER �� n r r, FIELD DRILL 2 - 9/I6" HOLES IN FIELD INSTALL COLUMN FOR 2 - 1/2" X 1 1 /4" HEX BUTLER Z 9.5X0.113 BOLTS. INSTALL BUTLER CLIP GIRT. TYPICAL "5433d'I TO SUPPORT GIRT. SEE I' BUTLER STANDARD DETAIL G256. I r TYPICAL EACH END- c. _ ^ CONCRETE FLOOR BUTLERIB 26 GA ELEVATION STEEL SIDING. r � 1 TYPICAL 3/8" mi. -Oil .� LIGHT GAUGE STEEL FRAMING I. ALL LIGHT GAUGE STEEL STUDS, JOISTS AND TRACK SHALL BE GALVANIZED OR PAINTED SHAPES MADE FROM STEEL CONFOR IING TO A5TM A448, GRADE A WITH A MINIMUM YIELD POINT OF 33,000 PSI. TYPICAL UNLE55 NOTED. SHAPES AND SIZES AE STANDARD SHAPES AS LISTED IN THE STEEL STUD MANUFACTURER'S ASSOCIATION CATALOG AND I.C.B.O. ER NO. 4943. 2. 2" X 20 GA. STRAP BRIDGING SHALL BE PROVIDED AS FOLLOWS: AT MIDSPAN OF ALL JOISTS WITH SPANS GREATER THAN 8'; WITHIN 6" OF EACH SUPPORT WHERE JOISTS ARE NOT PROVIDED WITH VERTICAL CLOSURE TRACK: AND AT THE THIRD POINTS OF ALL STUDS IN BEARING WALLS MORE THAN 8'-0" HIGH. 3. ALL STUD WALLS SHALL HAVE CONTINUOUS TOP AND BOTTOM TRACKS OF THICK- NE55 MATCHING STUDS UNLE55 NOTED OTHERWISE. TOP TRACKS SHALL BE SPLICED WITH 14" SECTIONS OF IDENTICAL MATERIAL INVERTED AND LAPPED 7 ON EACH SECTION AND ATTACHED WITH A MINIMUM OF 4-010 SCREWS THROUGH EACH FLANGE OF EACH PIECE. 4. ALL BOTTOM TRACK SHALL BE ATTACHED TO CONCRETE 5U55TRUCTURE WITH 0.14"0 X 1 1/2" SHOT PINS AT 24" O.G. UNLESS NOTED OTHERWISE. 5. CONNECTIONS OF LIGHT GAUGE STEEL FRAMING SHALL BE ACCOMPLISHED BY MEANS OF SELF -DRILLING TEK SCREWS OF THE SIZE INDICATED ON THE PLANS. SCREWS SHALL BE AS MANUFACTURED BY GRABBER DIVISION OF WAGNER ASSOCIATES AND INSTALLED IN ACCORDANCE WITH ICBG ER -5280. WHERE CONNECTION IS NOT SPECIFICALLY SHOWN, IT SHALL BE MADE AS NOTED BELOW OR PER THE STANDARD DETAILS SHOWN IN THE STEEL FRAMING MANUFACTURER'S SPECIFICATIONS AND APPROPRIATE ICBG REPORT. STUD TO TRACK:: 1 - 010 SCREW EACH FLANGE J015T TO TRACK: 2 - 110 SCREWS TO WALL TOP TRACK (I THROUGH CLOSURE TRACK) AND I SCREW TO TOP FLANGE OF CLOSURE TRACK BRIDGING TO JOISTS: I - 010 SCREW AT EACH CROSSING BRACING TO STUDS: I - 010 SCREW AT EACH CROSSING 6, SCREW LENGTH SHALL BE ADEQUATE TO PENETRATE ALL REQUIRED COMPONENTS AND PROVIDE AT LEAST 1/4" PROJECTION OF THE THREADED PORTION BEYOND THE LAST COMPONENT. -1. SCREW THREADS FOR EACH SIZE SCREW SHALL BE AS FOLLOWS UNLE55 SPECIFICALLY NOTED OTHERWISE: EXTEND PARTITION BUTLERIB II ROOFING OR (DING BY BUTLER 08 SCREWS -IS THREADS PER INCH PANELS TO MEET P 10 SCREWS - 15 THREADS PER INCH ROOF OR SIDING 012, 014 t 1/4 SCREWS - 14 THREADS PER INCH 6. SCREWS FOR FASTENING STEEL TO STEEL SHALL BE STANDARD HEXAGONAL HEAD SCREWS UNLESS HEADS MAY INTERFERE WITH INSTALLATION OF FINISH 4 1/2" SURFACING WHERE FLATHEAD SCREWS MAY BE USED. SCREWS USED TO FASTEN PLYWOOD SHALL BE WAFER HEAD SCREWS. 2" 2 1/2" 9. MINIMUM SCREW SPACING AND EDGE D15TANCE SHALL BE AS FOLOWWS: L4X2X68m CLIP ANGLE 06 - 1/2" MINIMUM PROVIDE PLASTIC '10 012 - 3/4" MINIMUM BUTLERIB 26 GA COVERS FOR EXPOSED SCREW POINTS "12 GASKETED 014 d 1/4 - 1" MINIMUM STEEL SIDING. SIDING SCREWS TYPICAL 0.14"0 X I" SHOT AT 6" O.C. IO. WHERE SHEET METALS OF DIFFERENT THICKNESS ARE TO BE FASTENED, SCREWS PINS ® 24" O.C. O.Id"m x I" SHOT SHALL BE DRIVEN SO THAT THE THINNER METAL 15 FIRST PENETRATED, BUTLERIB 26 GA PINS 9 24" O.C. 11. PREMANUFACTURED CLIPS, HOLDOWNS. ETC- SHALL BE AS MANUFACTURED BY "I2 GASKETED BUTLER STANDARD STEEL SIDING. FRAME BY SIMPSON MANUFACTURING AND ATTACHED TO FRAMING AS SPECIFIED BY THE SIDING SCREWS BASE ANGLE TYPICAL BUTLER MANUFACTURER At 6" O.G. ycoNGRETE FLOOR - :• I.: QR FESS/0 SECTION F3 SECTION NTS ', NTS '� m z C 6/134 U+ 6/3 � EXP. 0/06 \P 9�F CMI Op C p,\F O❑ ALL CORNERS (A 1 TYPICAL a RI1 O O 60'-4" OUT TO OUT OF CONCRETE I I� / \ BUTLER'X-BRACE 1 `r THIS BAY ONLY i 6 1/2" O r -r- - J I-----------, L _ I SI3 I i SlZ EARTH OR GRAVEL FLOOR I' ADJUST HAIRPIN /LEG5 AS SHOWN ... i Fv --- ------ _J A C A v 813 SI2 8 � N SI.2 6'-O" Al EDGE OF SLAB I 4 FOUNDATION FLAN: 1 /SII _ 1 1 _ 011 CONTRACTOR SHALL VERIFY ALL ANCHOR BOLT SIZES, ANCHOR BOLT LOCATIONS AND DIMENSIONS WITH PLANS BY BUILDING MANUFACTURER PRIOR OT CONSTRUCTION. FOUNDATION DESIGN 15 BASED ON INFORMATION PROVIDED BY BUTLER MANUFACTURING COMPANY FOR JOB 005-131649 esl.. 2" CONCRETE NOTES I. CONCRETE SHALL BE A COMMERCIALLY AVAILABLE TRANSIT- MIX PROPERLY PROPORTIONED AND DELIVERED TO THE SITE IN READY -MIX TRUCKS. AGGREGATE SIZE SHALL BE A MAXIMUM OF 1-1/2" IN FOUNDATIONS AND 3/4" AT ALL OTHER LOCATIONS. SLUMP SHALL NOT EXCEED 4". CURING COMPOUND SHALL BE SPRAYED ON ALL EXPOSED SURFACES IMMEDIATELY AFTER FINAL TROWELLING. 2. ALL CEMENT SHALL CONFORM TO ASTM STANDARD C-150. ALL AGGREGATES SHALL CONFORM TO ASTM STANDARD C-33. 3. CONCRETE USED FOR FOUNDATIONS AND SLABS ON GRADE SHALL HAVE A MINIMUM 28 -DAY COMPRE561VE STRENGTH OF 2500 PSI. AND SHALL NOT CONTAIN LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD. 4. REINFORCING BAR SIZES 04 AND SMALLER SHALL SHALL BE GRADE 40 (FY=40,000 PSI) AND BARS 65 AND LARGER SHALL BE GRADE 60 (FY -60,000 PSI). ALL REINFORCING SHALL CONFORM TO ASTM STANDARD A-615 EXCEPT WHERE REBAR 15 TO BE WELDED WHERE REINFORCING CONFORMING TO ASTM A106 SHALL BE USED. 5. REINFORCING MAY BE WELDED ONLY AS SHOWN ON THESE PLANS. TACK WELDING TO HOLD FOR ALIGNMENT SHALL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER PREHEAT ALL 01 AND LARGER BAR PER AWS DI4-92. PREHEAT NOT REQUIRED FOR BAR SIZES % AND SMALLER 6. REINFORCING SHALL BE LAID OUT TO MINIMIZE THE NUMBER OF SPLICES. SPLICES IN CONTINUOUS REINFORCEMENT FOR BAR SIZES 3 THROUGH 08, SHALL LAP AS NOTED ON THE PLANS OR AS FOLLOWS: GRADE 40 REINFORCING BARS, MINIMUM OF 32 BAR DIAMETERS. GRADE 60 REINFORCING BARS: MINIMUM OF 48 BAR DIAMETERS. WIRE MESH: 6" OR I WIRE SPACE a SIDES, 12" OR 2 -WIRE SPACES a ENDS. 1. UNLESS SHOWN OTHERWISE, THE MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 2" EXCEPT WHEN CONCRETE 15 TO BE PLACED DIRECTLY AGAINST EARTH WHERE IT SHALL BE 3" 8. ALL ANCHOR BOLTS SHALL CONFORM WITH A5TM A-1`1554,36 KSI UNLESS OTHERWISE NOTED. 32" ADD •4 -U ONLY WHERE BARS M DISCONTINUOUS AT CORNERS TITLE: PRIVATE STORAGE BUILDING FOR AARON MAYSCALE: MAGALIA (BUTTE CO.), CA /� �OU�1D AT I ON FLAN pLAN 1..x-1 i 1 4" CONCRETE SLAB I CONTINUOUS AROUND CORNER (1 AS SHOWN WITH NO SPLICES\ I �1 WITHIN 24" OF COf34ER ANCHOR BOLT5 LOCATED WITH 6/6/10/10 WWM INSIDE OF REINFORCING I Ir CRACK I OVER 4"1 GRAVEL BASE NTS / I 1 JOINTSOL I I I WINDPOST P i _ I h I 04 X 10' CONTINUOUS _ �{Q I HAIRPIN AT LOCATIONS SHOWN 6 1/2" O r -r- - J I-----------, L _ I SI3 I i SlZ EARTH OR GRAVEL FLOOR I' ADJUST HAIRPIN /LEG5 AS SHOWN ... i Fv --- ------ _J A C A v 813 SI2 8 � N SI.2 6'-O" Al EDGE OF SLAB I 4 FOUNDATION FLAN: 1 /SII _ 1 1 _ 011 CONTRACTOR SHALL VERIFY ALL ANCHOR BOLT SIZES, ANCHOR BOLT LOCATIONS AND DIMENSIONS WITH PLANS BY BUILDING MANUFACTURER PRIOR OT CONSTRUCTION. FOUNDATION DESIGN 15 BASED ON INFORMATION PROVIDED BY BUTLER MANUFACTURING COMPANY FOR JOB 005-131649 esl.. 2" CONCRETE NOTES I. CONCRETE SHALL BE A COMMERCIALLY AVAILABLE TRANSIT- MIX PROPERLY PROPORTIONED AND DELIVERED TO THE SITE IN READY -MIX TRUCKS. AGGREGATE SIZE SHALL BE A MAXIMUM OF 1-1/2" IN FOUNDATIONS AND 3/4" AT ALL OTHER LOCATIONS. SLUMP SHALL NOT EXCEED 4". CURING COMPOUND SHALL BE SPRAYED ON ALL EXPOSED SURFACES IMMEDIATELY AFTER FINAL TROWELLING. 2. ALL CEMENT SHALL CONFORM TO ASTM STANDARD C-150. ALL AGGREGATES SHALL CONFORM TO ASTM STANDARD C-33. 3. CONCRETE USED FOR FOUNDATIONS AND SLABS ON GRADE SHALL HAVE A MINIMUM 28 -DAY COMPRE561VE STRENGTH OF 2500 PSI. AND SHALL NOT CONTAIN LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD. 4. REINFORCING BAR SIZES 04 AND SMALLER SHALL SHALL BE GRADE 40 (FY=40,000 PSI) AND BARS 65 AND LARGER SHALL BE GRADE 60 (FY -60,000 PSI). ALL REINFORCING SHALL CONFORM TO ASTM STANDARD A-615 EXCEPT WHERE REBAR 15 TO BE WELDED WHERE REINFORCING CONFORMING TO ASTM A106 SHALL BE USED. 5. REINFORCING MAY BE WELDED ONLY AS SHOWN ON THESE PLANS. TACK WELDING TO HOLD FOR ALIGNMENT SHALL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER PREHEAT ALL 01 AND LARGER BAR PER AWS DI4-92. PREHEAT NOT REQUIRED FOR BAR SIZES % AND SMALLER 6. REINFORCING SHALL BE LAID OUT TO MINIMIZE THE NUMBER OF SPLICES. SPLICES IN CONTINUOUS REINFORCEMENT FOR BAR SIZES 3 THROUGH 08, SHALL LAP AS NOTED ON THE PLANS OR AS FOLLOWS: GRADE 40 REINFORCING BARS, MINIMUM OF 32 BAR DIAMETERS. GRADE 60 REINFORCING BARS: MINIMUM OF 48 BAR DIAMETERS. WIRE MESH: 6" OR I WIRE SPACE a SIDES, 12" OR 2 -WIRE SPACES a ENDS. 1. UNLESS SHOWN OTHERWISE, THE MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 2" EXCEPT WHEN CONCRETE 15 TO BE PLACED DIRECTLY AGAINST EARTH WHERE IT SHALL BE 3" 8. ALL ANCHOR BOLTS SHALL CONFORM WITH A5TM A-1`1554,36 KSI UNLESS OTHERWISE NOTED. 32" ADD •4 -U ONLY WHERE BARS M DISCONTINUOUS AT CORNERS 4 5a NORTH VALLEY WILDING SYSTEMS TITLE: PRIVATE STORAGE BUILDING FOR AARON MAYSCALE: MAGALIA (BUTTE CO.), CA /� �OU�1D AT I ON FLAN pLAN Revisions: PERIMETER REINFORCING �1 CONTINUOUS AROUND CORNER (1 AS SHOWN WITH NO SPLICES\ I �1 WITHIN 24" OF COf34ER ANCHOR BOLT5 LOCATED 11 THREE 8EVENS LANE C H I C O, C A 9 6 9 7 8 PHONE 1 6 8 01 3 45 - 7.2 96 INSIDE OF REINFORCING I DETAIL >4 NTS 4 5a NORTH VALLEY WILDING SYSTEMS TITLE: PRIVATE STORAGE BUILDING FOR AARON MAYSCALE: MAGALIA (BUTTE CO.), CA /� �OU�1D AT I ON FLAN pLAN Revisions: SHEET 51.1 OF BiAll FILE: GD1/05056/ 056-suDIM C R A N ®ALL ENGINEERING * 1 11 THREE 8EVENS LANE C H I C O, C A 9 6 9 7 8 PHONE 1 6 8 01 3 45 - 7.2 96 4868 Pond�roaa Way PO Bo: 124 Y1dpinea, CA 98848 Phone: (209)988-4844 Fa x: (209)98 8-4744 JOB: 05056 3/41-0 ANCHOR BOLTS SI2 WHERE REQUIRED. PROVIDE 3/4"m ANCHOR BOLTS REINFORCING FROM 2" 10" MINIMUM EMBEDMENT WHERE REQUIRED. PROVIDE PERIMETER FOOTING 10" MINIMUM EMBEDMENTO CONTINUOUS THROUGH /04 HAIRPIN WHERE SHOWN 04 HAIRPIN WHERE SHOWN CON5T. JOINT 2„ :t 4" CONCRETE SLAB 4" CONCRETE SLAB WITH 6/6/10/10 Ulm WITH 6/6/10/10 WWM -- --- —int �------ _ _ — — — -- x�c—x—mac — — • . _ . -i FG • o Z_. 4" 1 CLEAN GRAVEL - _ — - cl 41't GLEAN GRAVEL - -1 - - - 2 - 04 CONTINUOUS TOP AND BOTTOM _ - - _ _ _ - I, 1 I 4 - 04 X 66" TOP d BOTTOM UNDISTURBED EARTH - I- - 12" • 4 X 22" - - TOTAL OF 4 SEE SECTION F/512 FOR CONSTRUCTION JOINT DETAILS 2'-4" UNDISTURBED EARTH SECTION ,4 SECTION C S1.2 NTS O 6 1/2" 04 HAIRPIN WHERE SHOWN 41/2" 2" 4" CONCRETE SLAB WITH 6/6/10/10 WWM - XIX --- X -- x-�• � 0_1 -T_114"1 CLEAN GRAVEL 2 - 04 CONTINUOUS — TOP AND BOTT60T OM I - UNDISTURBED EARTH 12" SEE SECTION F/512 FOR CONSTRUCTION JOINT DETAILS SECTION 51.2 O REINFORCING FROM PERIMETER FOOTING ' CONTINUOUS THROUGH FRAME FOOTING 512 3/4"0 ANCHOR BOLTS WHERE REQUIRED. PROVIDE _ 10" MINIMUM EMBEDMENT •4 HAIRPIN WHERE 5HOWN / CONST. JOINT 4" CONCRETE SLAB / WITH 6/6/10/10 WIT I I r) I •4 X 22" - TOTAL OF 4 2'-4" SECTION NTS CJI 4"t CLEAN GRAVEL , 4-•4X36" I TOP OF FOOTING AT EXTENSION BEYOUND SLAB �4-•4X•66" TOP < BOTTOM UNDISTURBED EARTH DETAIL rE-***"\ NTS 4J' I.2 OPTION 01 SLAB AND PERIMETER FOOTING POURED MONOLITHICALLY. CONSTRUCTION TOP BAR AT BEND JOINT AS SHOWN. 12"Q •4 e 32" O LOCATE ONE BAR I I WITHIN 6" OF EA A.B. OPTION 02 SLAB AND PERIMETER FOOTING POURED SEPARATELY. CONTRACTOR MAY CHOOSE EITHER OPTION FOR CONSTRUCTION OF BUILDING PERIMETER FOOTINGS DETAIL F I.2 Q�OF S1N4 w r C 32934 EXP. 6/30/06 , CIVIL 0 C XL_X ANCHOR BOLTS AS.. REQ'D BY BUILDING FRAME/POST BASE MANUFACTURER - POURED WITH FOOTING :' '• ► 04 HAIRPIN AS SHOWN ON FOUNDATION PLAN SLAB POURED ON TOP OF FOOTING WITH CONST. .f—� CONSTRUCTION JOINT - JOINT - BOTTOM SLAB CRACK CONTROL JOINT DETAIL rE-***"\ NTS 4J' I.2 OPTION 01 SLAB AND PERIMETER FOOTING POURED MONOLITHICALLY. CONSTRUCTION TOP BAR AT BEND JOINT AS SHOWN. 12"Q •4 e 32" O LOCATE ONE BAR I I WITHIN 6" OF EA A.B. OPTION 02 SLAB AND PERIMETER FOOTING POURED SEPARATELY. CONTRACTOR MAY CHOOSE EITHER OPTION FOR CONSTRUCTION OF BUILDING PERIMETER FOOTINGS DETAIL F I.2 Q�OF S1N4 w r C 32934 EXP. 6/30/06 , CIVIL 0 C XL_X m N� 16" MIN 24" MAX 12" MIN i VARIES 4" MIN 12" MAX _ 3/4" I 3" O A CLR D �{ 'x i�I== F— --- -J- I — A- 117-- 111 I =�:1III )rrr —r -i— rr1r IX i{-1�1 II 21 —//-71 M 0 . -,!I 1 ! �,, �D I' {T._I� !!! III: vo 11 =fl! 1!EI• = I!i Ili c -'' Z� Z r 1N X O i m m e I O N � °0 a zD r D A N M m r 13 Oi 31.. 2'-O" 0� im _U �0 1 30:0 ' I II 0n O = _ 1N D � ! 13 V \O rel 2 D _U �0 1 30:0 ' I II _ pcz + Lu I D w N A u UD r �n'� II 02O 1 00 1p I ' II :1:2T (1 m mD W 4 ° 3o Dgo rcn I 3a. 0M O .�II__'II l_74I/=-1!1 y I mZ F--- —100el < T m mcn vR a. A p D +> = bl OD 2'_0•• 3�A anA D=n M voa r.Oz1r Zm X m � s A V \O rel U)° 1 — N D �3;p la e r rD e m �_ :2 A A (1 m NNL i✓ W .�II__'II l_74I/=-1!1 mZ < r mcn - N 3/4„ d. VAR - 3" 2" 1 m A n A CLR CLR T 6" vARIE9 A0D 10" MAX m A s. - EXISTING RESIDENCE r , 600'! TO PL PLANNING DIVISION - BUILDING PLAN APPROVAL Use: Da I.O • lZ-�� Parking: Landscaping: Other. Signature: 0 °o a DETAIL GENERAL NOTES: I. CONSTRUCTION SHALL CONFORM TO TW55E PLANS AND ALL APPLICABLE CODES AND LOCAL ORDINANCES INCLUDING THE 2001 EDITION OF THE CALIFORNIA BUILDING CODE. 2. STEEL BUILDING SHELL SHALL BE DESIGNED BY OTHERS TO UBC AND MBMA REQUIREMENTS. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS AND CAL- CULATIONS AS REQUIRED BY LOCAL BUILDING DEPARTMENT. MINIMUM DESIGN LOADS: ROOF LIVE LOAD: 40 PSF (SNOW) WIND LOAD: 80 MPH / EXPOSURE 'C' SEISMIC ZONE III - SOIL PROFILE SD 3. STEEL BUILDING SHALL BE FABRICATED (INCLUDING ALL WELDING) IN AN AI5C CERTIFIED SHOP APPROVED BY THE LOCAL BUILDING DEPARTMENT PER UBC 1101.1. BUILDING MANUFACTURER SHALL SUBMIT CERTIFICATIONS AND OTHER INFORMATION AS REQUIRED FOR APPROVAL BY BUILDING DEPARTMENT. SPECIAL INSPECTIONS EXEMPTION FROM THE REQUIREMENT FOR SPECIAL INSPECTION OF HIGH-STRENGTH BOLTING 15 REQUESTED FOR THIS PROJECT AS ALLOWED BY CBC SECTION 1101.1 FOR CONSTRUCTION OF MINOR NATURE. EXISTING RESIDENCE EXISTING SEPTIC C \ SYSTEMS I � I � I \ I \ Revisions: ADJOINER: 9/26/09 F;Sv16E ,4DJOINER: BUILDING LOCATION APN 058-090-004 Ioibio9 APN 065-040-014 I GP: TPZ-160 RELOCATE ESB GP: TM-5/U1P ZONE: WP ZONE: AR — — N86 -38'15"E �� W rQ NOO'05'58" ZZo=� = ZOO *r'WELL m S J m O O 0 < W 0.- D I NI6'45'22"W W V W z z= 0 ADJOINER ` 583'40'25"W II688' G Fv= APN 065-520-002 Z d GP: TM-5/WP\\ ADJOINER: ZONE: AR APN 065-520-002 \GP: TM-5/WP I 10 \ ZONE: AR ~ E ' j o 5 1 TE FLAN: 1 = 400' z QQ a u Nqvo LU LU N h OWNER: AARON MAY W x P.O. BOX 1811 ° x Z MAGALIA, CA 95954 p c J 0 �Q _ INDEX OF DRAWINGS � —� W ;W' • a C1 SITE PLAN ; W oc 9o0 X41 FLOOR PLAN - o e ` A2 ELEVATIONS m6a �o e e lii s _ e J •i 6 oilA3.1 SECTIONS 4 DETAILSF Of E � Nq SCALE: A3.2 PART I T I Ohl DETAILS CR�tioF�, 51.1 1=0UND 1'4T I Ohl PLANm JOB: w� r z o96-unwG C 32934 FILE: s EXP. 6/30/06 51.2 FOUNDATION DETAILS 01 �9TF, CIVI2�P 05056 of CF SHEET 51.3 FOUNDATION DETAILS *2 C1 OF 8 0 1 <: ��BUTLER X -BRACE IN "WALL. THIS BAY BAY ONLY �-- __A I KENNEL SUPPLY STORAGE 60'-0" BL TO BL 6 In" 0 CONCRETE CURB " LINE OF ROOF ABOVE OPEN SIDEWALL FLOOR FLAN: 0 BUILDING DATA - 2001 GBG OCCUPANCY GROUP: S-1 (PRIVATE STORAGE) TYPE OF CONSTRUCTION: II N LOCATION _O_N,PQOPERTT: NORTH: 50't TO EXISTING RESIDENCE �. EAST: 10't CLEAR TO EXISTING RESIDENCE–.', –SOUTH. 6001t CLEAR TO PL WEST: 600't CLEAR TO PL FLOOR PROPOSED AREA • 1,000 60. FT. ALLOWABLE AREA o 11,000 SGL FT. HEIGHT: PROPOSED HEIGHT - 16'-O"t MAXIMUM ALLOWABLE HEIGHT ■ 55' NUMBER OF STORIES: PROPOSED : SINGLE STORY ALLOWABLE : SINGLE STORY OCCUPANT LOAD- . 4 OCCUPANTS AT I PER 500 Sr-. (WAREHOUSE) EXITS: 1 EXIT REQUIRED FOR LESS THAN 30 OCCUPANTS ALL SPACES HAVE 1 WALL OPEN K KENNEL SUPPLY STORAGE Revisions: STABLE SHEET A OF S 4" CONCRETE SLAB FILE: CDi /05056/ 056-4=3f� I0/6/05 ® RELOCATE BB NORTH VALLEY BUILDING SYSTEMS CRANDALL ENGINEERING WITH 6/6/10/10 ULM 4956 Ponderosa Way PO Bo: 124 MidpInes. CA 96845 1 Phone: (209)986-4644 Fax (209)99 6-4744 d A z O OVER 4"t GRAVEL BASE � 3 (V W EARTH OR 4 m GRAVEL FLOOR IL I— J A - w m ADJU5T HA1RFIN EG5 A5 SHOWN AT EDGE OF SLAB " LINE OF ROOF ABOVE OPEN SIDEWALL FLOOR FLAN: 0 BUILDING DATA - 2001 GBG OCCUPANCY GROUP: S-1 (PRIVATE STORAGE) TYPE OF CONSTRUCTION: II N LOCATION _O_N,PQOPERTT: NORTH: 50't TO EXISTING RESIDENCE �. EAST: 10't CLEAR TO EXISTING RESIDENCE–.', –SOUTH. 6001t CLEAR TO PL WEST: 600't CLEAR TO PL FLOOR PROPOSED AREA • 1,000 60. FT. ALLOWABLE AREA o 11,000 SGL FT. HEIGHT: PROPOSED HEIGHT - 16'-O"t MAXIMUM ALLOWABLE HEIGHT ■ 55' NUMBER OF STORIES: PROPOSED : SINGLE STORY ALLOWABLE : SINGLE STORY OCCUPANT LOAD- . 4 OCCUPANTS AT I PER 500 Sr-. (WAREHOUSE) EXITS: 1 EXIT REQUIRED FOR LESS THAN 30 OCCUPANTS ALL SPACES HAVE 1 WALL OPEN K TITLE: PRIVATE STORAGE BUILDING FOR AARON MAYSCALE: MAGALIA (BUTTE CO.), CA FLOOR I —LAN FLAN Revisions: SHEET A OF S VISE BLDG LOCATION FILE: CDi /05056/ 056-4=3f� I0/6/05 ® RELOCATE BB NORTH VALLEY BUILDING SYSTEMS CRANDALL ENGINEERING 4956 Ponderosa Way PO Bo: 124 MidpInes. CA 96845 1 Phone: (209)986-4644 Fax (209)99 6-4744 11 THREE SEVENS LANE CHICO, CA 98978 PHONE 1 6 8 0 1 8 4 6- 7 2 9 6 JOB: 05056 IRMMED EAVE. WINDPOST CONCRETE SLAB -ON -GRADE CIP CONCRETE PEDESTALS NORT�4 ELEVATION EARTH OR GRAVEL FLOOR O'nQ ��iRE L� Q >O r r. EG - FG EG 4958 Ponds roam Way PO Box 124 MIdp Ines, CA 98848 1 Phone: (209)988-4844 Fax: (209)98 0-4744 EG FG� BUTLERIB PREFINISHED STEEL SIDING. COLOR "TERRA BROWN" it C EXPOSED STEEL,"` i/ COLUMNS BY;% X , BUTLER M.0 FG.FG WINDPOST CONCRETE SLAB -ON -GRADE CIP CONCRETE PEDESTALS NORT�4 ELEVATION EARTH OR GRAVEL FLOOR Er. a FG CONCRETE CURB AT BUTLERIB PREFINISHED GRAVEL FLOOR AREA STEEL SIDING. COLOR "TERRA BROWN" 5OUT�4 ELEVATION SOIL NOTES: I. FOUNDATION DESIGN 15 BASED ON ASSUMED CLASS 5 MATERIAL: SOIL BEARING CAPACITY: 1000 P5F WITH INCREASES PER CBG TABLE 18-1-A. 2. ALL FOOTINGS EXCEPT WHERE NOTED OTHERWISE ON PLANS ,SHALL BE SET AT LEAST 12" INTO UNDISTURBED EARTH OR CERTIFIED COMPACTED FILL. 3. ANY UNUSUAL SOIL CONDITIONS SUCH AS ORGANIC SOILS, CLAY POCKETS OR UNCERTIFIED FILLS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. BUTLER PREFINISHED STEEL GABLE TRIM COLOR 'HUNTER GREEN' — O'nQ ��iRE L� Q >O l Er. a FG CONCRETE CURB AT BUTLERIB PREFINISHED GRAVEL FLOOR AREA STEEL SIDING. COLOR "TERRA BROWN" 5OUT�4 ELEVATION SOIL NOTES: I. FOUNDATION DESIGN 15 BASED ON ASSUMED CLASS 5 MATERIAL: SOIL BEARING CAPACITY: 1000 P5F WITH INCREASES PER CBG TABLE 18-1-A. 2. ALL FOOTINGS EXCEPT WHERE NOTED OTHERWISE ON PLANS ,SHALL BE SET AT LEAST 12" INTO UNDISTURBED EARTH OR CERTIFIED COMPACTED FILL. 3. ANY UNUSUAL SOIL CONDITIONS SUCH AS ORGANIC SOILS, CLAY POCKETS OR UNCERTIFIED FILLS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. BUTLER PREFINISHED STEEL GABLE TRIM COLOR 'HUNTER GREEN' — O'nQ ��iRE L� >O >O FF EG - FG EG 4958 Ponds roam Way PO Box 124 MIdp Ines, CA 98848 1 Phone: (209)988-4844 Fax: (209)98 0-4744 EG FG� BUTLERIB PREFINISHED STEEL SIDING. COLOR "TERRA BROWN" LJEST ELEVATION BUTLER PREFINISHED STEEL GABLE TRIM COLOR 'HUNTER GREEN' TIRMMED EAVE BUTLERIB PREFINISHED STEEL SIDING. COLOR "TERRA BROWN" EAST. ELEVATION un.ar _ RTH VALLEY BUILDING8TEMB NOBUILDING X O ��iRE L� >O >O FF EG - FG EG BUTLERIB PREFINISHED STEEL SIDING. COLOR "TERRA BROWN" EAST. ELEVATION un.ar _ RTH VALLEY BUILDING8TEMB NOBUILDING TITLE: PRIVATE STORAGE BUILDING FOR AARON MAYSCALE: MAGALIA (BUTTE CO.), CA L E Y eT I ONV ELEVATIONS E ��iRE gi32"I'-O" SHEET /// OF 8 / FiEV 6 5lJ6/05 BUILDING LOCATION FILE: pl /050561 056-A2DwG CRANDALL ENGINEERING 4958 Ponds roam Way PO Box 124 MIdp Ines, CA 98848 1 Phone: (209)988-4844 Fax: (209)98 0-4744 1 1 T H R E E SEVENS L A N E C H I C O, CA 9 5 97 8 P H O N E (5 S O 1 3 4 5- 7 2 9 6 JOB: 05056 BUTLERIB II CORRUGATED STEEL ROOFING WITH ZN-AL FINISH 21N12 EAVE STRUT UNTRIMED EAVE PURLINS B' BUTLER AT 5't O.G. GIRT 11 II a-BYEEL BUTL FRAME WALL GIRT' BY BUTLER BUTLERIB II PREFINISHED' STEEL SIDING A 4" CONCRETE SLAB 511 WITH 6/6/10/10 WWM FF ---- -- — - -.._ �.I�I._:—' 1 ,=–.i � j.�_._. -I�I�_I 1- CLEAN GRAVEL \ UNDISTURBED EARTH SECTION CONCRETE SLAB CONSTRUCTION I. CONCRETE SLAB AS SHOWN ON TWE PLANS 15 THE MINIMUM THICKNESS AND REINFORCING REQUIRED FOR STABILITY OF STEEL BUILDING AND 15 ADEQUATE FOR NORMAL COMMERCIAL USE INCLUDING LIGHT VEHICULAR TRAFFIC. IF HEAVY LOADING FROM STORED MATERIALS, EQUIPMENT INCLUDING TRUCKS, FORKLIFTS OR STATIONARY EQUIPMENT 15 ANTICIPATED, SLAB THICKNESS AND REINFORCING SHOULD BE INCREASED. 2. GRAVEL BASE SHOWN IS TO PROVIDE STRUCTURAL BASE FOR SLAB ONLY. NO PROVISIONS FOR PREVENTING GROUNDWATER INFILTRATION OR DAMPNESS OF THE SLAB ARE INCLUDED. IF BUILDING USE WILL BE SUCH THAT SLAB MUST BE DRY AT ALL TIMES, DAMP -PROOFING WITH PEA GRAVEL BASE, VISQUEEN AND 2" SAND TOPPING 15 RECOMMENDED. 3. CRACK CONTROL JOINTING SHOUN MAY BE ALTERED AT THE CONTRACTORS OPTION PROVIDED THE JOINTS ARE SPACED AT APPROXIMATELY 25' INTERVALS IN BOTH DIRECTIONS. THE MAXIMUM SPACING SHALL IN NO CASE EXCEED 30', 4. CRACK CONTROL JOINTS MAY BE MADE BY EITHER EMBEDDING AN APPROVED INSERT SUCH AS ZIP -STRIP OR KEY-KOLD IN THE CONCRETE OR BY SAWCUTTING THE CONCRETE AS SOON AS PRACTICABLE AFTER PLACING. 5. UNLESS SPECIFIED OTHERWISE, REINFORCING SHALL BE CONTINUOUS THROUGH THE JOINTS. EAVE EXPOSED STEEL COLUMNS BY BUTLER 7 UNDISTURBED EARTH OPEN WIGH51DE WALL MUMER;e a C MZr.ATEo BTEEL ROOPM WITH ZN-AL FINISH 2 IN 12 EAVE STRUT\ UNTRIMED EAVE PURLINS BY BUTLER AT 5't O,G. WALL GIRT / BY BUTLER p STEEL FRAME = BY BUTLER BUTLERIB II PREFINISHED STEEL SIDING RETE CURB BEYOND OF CURB = BUILDING P 5`:�/ EARTH OR GRAVEL FLOOR TC = FF UNDISTURBED EARTH SECTION urrrw TITLE: PRIVATE STORAGE BUILDING FOR AARON MAY �-MAGALIA (BUTTE CO.), CA 5U I L D ING SECTIONS Revisions: SCALE: 1/811=1'-0" SHEET 3, OF 8 FILE: CC) /05056/ 056-A31Dti)3 NORTH VALLEY BUILDING SYSTEM 8 CRANDALL ENGINEERING 7 1 T H R E E SEVENS LANE C H I C O, CA 9 6 9 7 8 PHONE 15201 2&5 - 7 2 9 6 4958 Ponderosa Way PO Box 124 Mldpines, CA 95348 Phone: (209)988-4844 Fax: (20 91196 0-4744 JOB: 05056 BUTLER SAG STRAP (TOTAL OF3) LS 0246 t 0248 i 012 GASKETED if SIDING SCREWS AT 6" O.G. G r1622y t I i r � � BUTLERIB 26 ELEVATION STEEL SIDING.. TYPICAL 3/511810-011 3 PROVIDE PLASTIC /COVERS FOR EXPOSED BUTLERIB 26 GA SCREW POINTS STEEL SIDING. TYPICAL 0.14"0 X I" SHOT /PINS a 24" OZ:. 012 GASKETED BUTLER STANDARD SIDING SCREWS \ BASE ANGE J/ZZONCRETEL AT FLOOR 6" OZ . SECTION NTS .� EXTEND PARTITION PANELS TO MEET ROOF OR SIDING L4X2X68m CLIP ANGLE $12 GASKETED SIDING SCREWS AT 6" OZ:. BUTLERIB 26 GA STEEL SIDING. TYPICAL FIELD DRILL 2 - 9/16" HOLES IN COLUMN FOR 2 - 1/2" X 1 1 /4" HEX BOLTS. INSTALL BUTLER CLIP "543341 TO SUPPORT GIRT. SEE BUTLER STANDARD DETAIL G256. TYPICAL EACH END- BUTLERIB II ROOFING OR 'SIDING BY BUTLER \0.14"4, X I" SHOT PINS g 24" O.G. FRAME BY BUTLER U SECTION C NTS 3 LIGHT GAUGE STEEL FRAMING I. ALL LIGHT GAUGE STEEL STUDS, JOISTS AND TRACK OR PAINTED SHAPES MADE FROM STEEL CONFORI'11I, WITH A MINIMUM YIELD POINT OF 33,000 PSI. TYPIGAI SHAPES AND SIZES AE STANDARD SHAPES AS LISTE MANUFACTURER'S ASSOCIATION CATALOG AND I.G.54 2. 2" X 20 GA. STRAP BRIDGING SHALL BE PROVIDED, OF ALL JOISTS WITH SPANS GREATER THAN 8'; WITHIN WHERE JOISTS ARE NOT PROVIDED WITH VERTICAL C THE THIRD POINTS OF ALL STUDS IN BEARING WALLS 3. ALL STUD WALLS SHALL NAVE CONTINUOUS TOP AND NESS MATCHING STUDS UNLESS NOTED OTHERWISE. T SPLICED WITH 14" SECTIONS OF IDENTICAL MATERIAL 1" ON EACH SECTION AND ATTACHED WITH A MINIMUI` THROUGH EACH FLANGE OF EACH PIECE. 4. ALL BOTTOM TRACK SHALL BE ATTACHED TO GONCI 0.14"0 X 1 1/1" SHOT PINS AT 24" O.G. UNLESS NOTED C 5. CONNECTIONS OF LIGHT GAUGE STEEL FRAMING 5HAL MEANS OF SELF -DRILLING TEK SCREWS OF THE SIZE SCREWS SHALL BE AS MANUFACTURED BY GRABBEF AND INSTALLED IN ACCORDANCE WITH ICBG ER -5281 SPECIFICALLY SHOWN, IT SHALL BE MADE AS NOTED DETAILS SHOWN IN THE STEEL FRAMING MANUFACTURi APPROPRIATE ICBO REPORT. STUD TO TRACK:: I - 010 SCREW EACH FLANGE J015T TO TRACK: 2 - 010 SCREWS TO WALL TOP TF TRACK) AND I SCREW TO TOP FLANC BRIDGING TO JOISTS: I - *IO SCREW AT EACH CRC BRACING TO STUDS: I - 010 SCREW AT EACH CRO: 6. SCREW LENGTH SHALL BE ADEQUATE TO PENETRATE AND PROVIDE AT LEAST 1/4" PROJECTION OF THE TH THE LAST COMPONENT. 1. SCREW THREADS FOR EACH SIZE SCREW SHALL BE 4 SPECIFICALLY NOTED OTHERWISE: 08 SCREWS -IS THREADS PER INCH 010 SCREWS - 15 THREADS PER INCH 012,014 4 1/4 SCREWS - 14 THREADS PER INCH S. SCREWS FOR FASTENING STEEL TO STEEL SHALL BE SCREWS UNLESS HEADS MAY INTERFERE WITH IN5TALI SURFACING WHERE FLATHEAD SCREWS MAY BE USED PLYWOOD SHALL BE WAFER HEAD SCREWS. 9. MINIMUM SCREW SPACING AND EDGE DISTANCE SHAL 08 - 1/2" MINIMUM MO t '12 - 3/4" MINIMUM 014 a 1/4 - I" MINIMUM 10. WHERE SHEET METALS OF DIFFERENT THICKNESS ARE SHALL BE DRIVEN SO THAT THE THINNER METAL 15 FI II. PREMANUFACTURED CLIPS, HOLDOWNS. ETC- SHALL BE SIMP50N MANUFACTURING AND ATTACHED TO FRAMII` MANUFACTURER 211 m O O O m v O m O n O I TYPICAL eA ALL CORNERS 51.1 O 60'-4" OUT TO OUT OF CONCRETE 60'-O" BL TO BL 40'-6 1/2" 1. 20'-0" F1�\ r ? BUTLER X -BRACE / THIS BAY ONLY CRACK CONTROL /JOINT5 �J \ / I I I I ' I 4" CONCRETE SLAB WITH 6/6/10/10 WLLM OVER 4"s GRAVEL BASE \ MINDF05T `� Q�GP 04 X 10' CONTINUOUS HAIRPIN AT LOCATIONS SHOWN OO CONCRETE NOTES I. CONCRETE SHALL BE A COMMERCIALLY AVAILABLE TRANSIT- MIX PROPERLY PROPORTIONED AND DELIVERED TO THE SITE IN READY -MIX TRUCKS. AGGREGATE SIZE SHALL BE A MAXIMUM OF 1.1/2" IN FOUNDATIONS AND 3/4" AT ALL OTHER LOCATIONS. SLUMP 514ALL NOT EXCEED 4". CURING COMPOUND SHALL BE SPRAYED �j. ON ALL EXPOSED SURFACES IMMEDIATELY AFTER FINAL TROWELLING. 1 2. ALL CEMENT SHALL CONFORM TO A5TM STANDARD C-150. ALL AGGREGATES 514ALL 20'-0" 2" CONFORM TO ASTM STANDARD C-33. 3. CONCRETE USED FOR FOUNDATIONS AND SLABS ON GRADE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 2500 P51. AND SHALL NOT CONTAIN LE55 THAN 5 SACKS OF CEMENT PER CUBIC YARD. 0 4. REINFORCING BAR SIZES 64 AND SMALLER SHALL 5HALL BE GRADE 40 (FYe40,000 PSI) AND BARS 85 AND LARGER SHALL BE GRADE 60 (FY=60,000 P51). ALL REINFORCING SHALL CONFORM TO ASTM STANDARD A-615 EXCEPT WHERE REBAR IS IZ SI3 TO BE WELDED WHERE REINFORCING CONFORMING TO ASTM A106 SHALL BE USED. 5. REINFORCING MAY BE WELDED ONLY AS SHOWN ON THESE PLANS. TACK WELDING TO HOLD FOR ALIGNMENT SHALL NOT BE ALLOWED UNLESS APPROVED BY THE J ENGINEER. PREHEAT ALL 01 AND LARGER BAR PER AWS D14-92. PREHEAT NOT L REQUIRED FOR BAR 51ZES % AND SMALLER �JI 6. REINFORCING SHALL BE LAID OUT TO MINIMIZE THE NUMBER OF SPLICES. SPLICES IN CONTINUOUS REINFORCEMENT FOR BAR 51ZES 03 THROUGH 08, SHALL LAP AS C I I NOTED ON THE PLANS OR AS FOLLOWS: 513 I I I I GRADE 40 REINFORCING BARS: MINIMUM OF 32 BAR DIAMETERS. GRADE 60 REINFORCING= BARS: MINIMUM OF 48 BAR DIAMETERS, WIRE MESH: 6" OR I WIRE SPACE a SIDES, 12" OR 2 -WIRE SPACES a ENDS. I I I' I 1. UNLESS SHOWN OTHERWISE, THE MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 2" EXCEPT WHEN CONCRETE 15 TO BE PLACED DIRECTLY AGAINST EARTH WHERE IT SHALL BE 3" I 8. ALL ANCHOR BOLTS SHALL CONFORM WITH ASTM A-FI554, 36 KSI UNLE56 513 OTHERWISE NOTED. I I EARTH OR GRAVEL FLOOR / 32" I ADD -4 --U ONLY WHERE BARS M DISCONTINUOUS AT CORNERS \ ADJUST HAIRPIN LEGS AS SHOWN AT EDGE OF SLAB - -------, ��---"0� --- -I-- -- -� I ' 513 1.2 5 � N SIS E 4 FOUNDATION FLAN: CONTRACTOR SHALL VERIFY ALL ANCHOR BOLT SIZES, ANCHOR BOLT LOCATIONS AND DIMENSIONS WITH PLANS BY BUILDING MANUFACTURER PRIOR OT CONSTRUCTION. FOUNDATION DESIGN IS BASED ON INFORMATION PROVIDED BY BUTLER MANUFACTURING COMPANY FOR JOB D05-131649 urs _ � NORTH VALLEY BUILDING SYSTEMS TITLE:SCALE: PRIVATE STORAGE BUILDING FOR AARON MAY MAGALIA (BUTTE CO.), CA FOUNDATION FLAN Revisions: PERIMETER REINFORCINGXj� �• CONTINUOUS AROUND CORNER FILE: GDS /05056/ 056-511DW' AS SHOWN WITH NO SPLICESj1 CRANDALL ENGINEERING WITHIN 24" OF CORNER ANCHOR BOLTS LOCATED 't INSIDE OF REINFORCING I DETAIL ,4 NTS urs _ � NORTH VALLEY BUILDING SYSTEMS TITLE:SCALE: PRIVATE STORAGE BUILDING FOR AARON MAY MAGALIA (BUTTE CO.), CA FOUNDATION FLAN Revisions: -14 SHEET 51,1 OF 8 10/6/05 8 RELOCATE BB FILE: GDS /05056/ 056-511DW' CRANDALL ENGINEERING 4969 Ponderosa Way PO Bo: 124 Mldpines, CA 95340 1 Phone: (209)989-4944 Fax: (209)99 9-4744 11 T H R EE SEVENS L A N E C H I C O. CA 95 9 7 5 PHONE 1 6 3 0 1 3 4 6- 7 2 9 6 JOB: 05056 3/4"0 ANCHOR BOLTS WHERE REQUIRED. PROVIDE O 10" MINIMUM EMBEDMENT 04 HAIRPIN WHERE 5H 2" 4" CONCRETE SLAB WITH 6/6/10/10 ULM a REINFORCING FROM PERIMETER FOOTING' CONTINUOUS THROUGH FRAME FOOTING � x—x • TITLE: PRIVATE STORAGE BUILDING FOR AARON MAY MAGALIA (BUTTE CO.), CA DE Revisions: 04 51 6 32" O.G./ ; ( °4 SHEET OF 8 FG GI/D8S"/=0I'9-0o8"6 FILE: /FOUNDATION 056-812DW WITHIN 6" OF EA A.B. ZRANDALL ENGINEERING OPTION 02 4958 Ponderosa Way PO Box 124JOB: Mldpines, CA 95348 Phone: (209)090-4844 Fax 209) 90 8-4744 - _ 05056 — Z CONTRACTOR MAY CHOOSE EITHER OPTION FOR CONSTRUCTION OF BUILDING PERIMETER FOOTINGS DETAIL F SIM 4"t CLEAN GRAVEL SIZ 3/4"0 ANCHOR BOLTS WHERE REQUIRED. PROVIDE 2" p / 2 - 04 CONTINUOUS TOP AND BOTTOM - ! / / WITH 6/6/10/10 WUM UNDISTURBED EARTH/ 12' SEE SECTION F/612 FOR CONSTRUCTION JOINT DETAILS SECTION �1 51.2 O Co 1/2" 04 HAIRPIN WHERE SHOWN 41/2" 2" 4" CONCRETE SLAB WITH 6/6/10/10 UALIM M -X---X---X-- x ~X� I _ Z = 4"t CLEAN GRAVEL 2 - 04 CONTINUOUSI_ TOP AND 50TTOM /'-' -1 I : ,' i -I — ', I- a, UNDISTURBED EARTH SEE SECTION F/61.2 FOR CONSTRUCTION JOINT DETAILS SECTION 51.2 vlm O3/4"o ANCHOR BOLTS WHERE REQUIRED. PROVIDE 2" 10" MINIMUM EMBEDMENT /•4 HAIRPIN WHERE SHOWN CONST. JOINT 4" CONCRETE SLAB / / WITH 6/6/10/10 WWM -- 4"t CLEAN _ GRAVEL - 4- •4X66" TOP d BOTTOM •4X22' - TOTAL OF 4 ,,,, I \ UNDISTURBED EARTH c�\ r ANCHOR BOLTS AS • • i'' REQ'D BY BUILDING f� �`� FRAME/POST BASE MANUFACTURER- POURED WITH FOOTING A i�\•4 HAIRPIN AS SHOWN �i SON FOUNDATION PLAN SLAB POURED ON TOP�CONSTRUGTION JOINT - JOINTFOOTING WITH CONST. JOINT - BOTTOM SLAB- : CRACK CONTROL JOINT DETAIL E NTS S1-2 SECTION C NTS O3/4"41 ANCHOR BOLTS SIZ WHERE REQUIRED. PROVIDE REINFORCING FROM 2" 10" MINIMUM EMBEDMENT PERIMETER FOOTING CONTINUOUS THROUGH 04 HAIRPIN WHERE SHOWN FRAME FOOTING CONST. JOINT 4" CONCRETE SLAB i WITH 6/6/10/10 WWM -- - -- ---r-------x--X ------ XXX--- I - - - -- - - • I E 1- 4"t CLEAN GRAVEL i Al •4X36" - -- ; -----�------- '' TOP OF FOOTING AT EXTENSION BEYOUND SLAB 4- •4 X 66" TOP t BOTTOM 04 X 22' - _ TOTAL OF 4 2'-4" UNDISTURBED EARTH SECTION D SI.2 _1 14'-__ o OPTION 01 -- SLAB AND PERIMETER FOOTING POURED MONOLITHICALLY. CONSTRUCTION TOP BAR AT BEND JOINT AS SHOWN. -� I IXI --t"x 1— 4"t CLEAN GRAVEL I REINFORCING FROM UNDISTURBED EARTH O PERIMETER TING - CONTINUOUS THROUGH 2'-0" FOOTING DETAIL � NTS S12 evrr.ew � NORTH VALLEY BUILDING SYSTEM8 TITLE: PRIVATE STORAGE BUILDING FOR AARON MAY MAGALIA (BUTTE CO.), CA DE Revisions: 04 51 6 32" O.G./ ; ( °4 SHEET OF 8 LOCATE ONE BAR I - ' GI/D8S"/=0I'9-0o8"6 FILE: /FOUNDATION 056-812DW WITHIN 6" OF EA A.B. ZRANDALL ENGINEERING OPTION 02 4958 Ponderosa Way PO Box 124JOB: Mldpines, CA 95348 Phone: (209)090-4844 Fax 209) 90 8-4744 SLAB AND PERIMETER FOOTING 05056 POURED SEPARATELY. CONTRACTOR MAY CHOOSE EITHER OPTION FOR CONSTRUCTION OF BUILDING PERIMETER FOOTINGS DETAIL F SIM 51.2 SIZ 3/4"0 ANCHOR BOLTS WHERE REQUIRED. PROVIDE 2" p / 10" MINIMUM EMBEDMENT CONST. JOINT 4" CONCRETE SLAB cnl i i / / WITH 6/6/10/10 WUM -� I IXI --t"x 1— 4"t CLEAN GRAVEL I REINFORCING FROM UNDISTURBED EARTH O PERIMETER TING - CONTINUOUS THROUGH 2'-0" FOOTING DETAIL � NTS S12 evrr.ew � NORTH VALLEY BUILDING SYSTEM8 TITLE: PRIVATE STORAGE BUILDING FOR AARON MAY MAGALIA (BUTTE CO.), CA DE Revisions: SCALE: SHEET OF 8 10,6AT GI/D8S"/=0I'9-0o8"6 FILE: /FOUNDATION 056-812DW ZRANDALL ENGINEERING 4958 Ponderosa Way PO Box 124JOB: Mldpines, CA 95348 Phone: (209)090-4844 Fax 209) 90 8-4744 Ing THREE SEVENS LANE -SUITES CHICO, CA 98973 PHONE 15301 345-7298 05056 2" SIM 1 1/4" m A-301 BOLTS AT WINDPOSTS S1 / 24" EMBEDMENT INTO CONCRETE 4" CONCRETE SLAB i WITH 6/6/10/10 WWM x x CONST. - I _ JOINT _ I i I I I 4"t GLEAN GRAVEL ' I - — ►3 e 4" O.G. w1 AT EACH A.H. TOTAL 8 - — 8.. L _ L _ N3 IS" O.G. 4- "5 k I4'-6" UNDISTURBED EARTH TOP A BOTTOM SECTION A NTS CJ' N Su Ill E cn L 11 j V N FG I' zXI Ei z-'If_ili-lil= , 04 a 24" O. . 4" I I 2 - 04 CONT TOP t BOTTOM EARTH OR GRAVEL FLOOR SPREAD FOOTING WHERE OCCURS I '�''' -. UNDISTURBED EARTH TURN ALTERNATE VERTICAL BARS OPP. DIRECTION SECTION 1B "" 519 O DETAIL G 3/8"=I' -O" `C _3 DETAIL D 3/8"=I'-0" GJ' W 4-3/4"0 ANCHOR BOLTS PER BUTLER PROVIDE 10" EMBEDMENT 2„ � X _W v (V 03 p TIES o 4" O.G. m >_ MINIMUM OF 4 \ a 10" EARTH OR G GRAVEL FLOOR 04 a 18" O.C. E.W. I_-_�, _ -_ : r:� r { I OC i UUNDISTURBED EARTH AT BOTTOM AND OF ALL FOOTINGS r- 04 a 12' O.G. Elll. / — VAR I'-2" 5 5 j VERTICAL 6„ EACH CORNER B TOTAL 4 SECTION TITLE: PRIVATE STORAGE BUILDING FOR AARON MAYRevisions: MASALIA (BUTTE GO.), CA 1=0UNDATION DETAILS *2 B T S INOTED E 4'-0" 1'-0" 1'-2" C R A N D A L L E N G I N E E R I N G F 5'-0" 1'-6" 2'-0" JOB: 05056 SECTIONS E F NTS �3 KH�) "3 jl;bl TIES 6 4" O.G.MINIMUM OF 4 CLEAR TYPICAL CURB AS REQUIRED —. — — 7 REINFORCING FROM CURB CONTINUOUS THROUGH PEDESTAL I` _ OPTIONAL CONST JOINT BOTH SIDES 4 - 3/4"6 /A.B. PROVIDE 10" EMBEDMENT O N 3/4" CHAMFER AT I I j VERTICAL EACH CORNER ALL EXPOSED EDGES 6' TOTAL 4 CURB AS REQUIRED DETAIL rG-'� NTS urr.rw TITLE: PRIVATE STORAGE BUILDING FOR AARON MAYRevisions: MASALIA (BUTTE GO.), CA 1=0UNDATION DETAILS *2 SCALE: SHEET 8 OFIVAN moo INOTED FILE: GDS /05056/ 056-613DtW NORTH VALLEY BUILDING SYSTEMS C R A N D A L L E N G I N E E R I N G 4988 Ponderoa■ Way PO Box 124 Nldpines, CA 98848 1 Phone: (209)988-4844 Fax: (209)98 8-4744 11 T H R E E SEVENS LANE C H I C O. CA 9 6 9 7 3 PHONE 15301 3 4 6- 7 2 9 6 JOB: 05056 'k—, V1, y V, V il�o ei I _:7, I It, 1,7 T� 'tE[:�M'E'Nt,'CbNTtZOLWQUIRP-MENTS(n6testa,be"ih6w'nio6the'pi3tms)"- 100ANO �-:'AGGkt-GATF BASE - e urf ate d Wth "Mys 3 b, &RAW mum 6e by hah d distribAon., 4 1 r�te of, 4,DDO lblaicre,'eithet. 6�"�ach ihi mbank ind"Ifil Alls before�pls-dirig the strawrnulcKby rolling with a Rougheri'd' moft I ping a -,pdnichhg t yoe'rnller orbytrick o0king -on toil url ce -Evenly d ittribUte straw multh F6 h, htb thesbil tn6t anica y� e 0/ t mw C"ief is tA t flbert lically te 4pplied �t a ra of 126lb/acte.In'Wnd�dbhdOons"therat�sare'tioically.l�O lb/acre -122 aw h ydrdte6d1nd,nC' Jun cddm Wlths*M Wch' State apo lic do nr seed rnkiur6 on. SIED DIST ANCE I ani. Sup plemental'ird gad on rrla�- be, required durifrig dry e i d' Ito —120 0611 -.1 '117� AREA &�Ilft)UND Ri p no s. Hydrdseidirl"g tni�tuti6i hall 66nfo Federal Seed Act. the Federal Noxious rM to the Lr W Applicable State WS, of vo USLI I $eel aly ri drc as'l ETC IE nco ture ea work h�dro Id 66 i' ' irr�patible witfifu rth' eO d Act,,'an d nd local seed arid'nedo eed ]a id lie -:sctivities arid mUld have to be! rem�d..'- Hydrbseedingcan, eippie prior b" 4'"W'staw M''ufch'orin a mixture,�f riber.se'd e etc IV imUrri dir Applitation priorto.stn"mulch 'il. if seed is applied in a'irnixture" <V' e ct cti nta tt a f th e S6 e d s t' `6'th e's 116, 0 16cre ii96 tha:seed Irate'to 114 'to mpe SCALE: I "=40' nsdit6fait all.gelids �6t ha'VIhg'di r4ct contiEti4th th& Soil. - C.4 Prior to applications- iroUgh6nthe area to be seebd Alth-the furrom trending along the ;dntOUrt 0 777 1 12 Eath"seed b'ag' than ba'dili��ired t& the ihe sealed and cleary madke d as to soieCIES ell, S aran ee,-.3 ON ' i ' rid of test: T'he contaih'er' H be sha 'eed (PL -5 ontai IMMEDIATELY, FOLLOWING labeled t6'ele (efledt the,'ambunt of'pure'Llve,' c hid All legume seed UJ VPLY,; STRAW" MULCH, AND "Shall be p0L '6ulirtedlirloculant sourtes shall be species specific DISTURBANCE, OF -SOIL�� 110 tina and hall be at rate of 2 lb if inoW ant pef. H NOTES E �Ifertili2nrtfiill contbrm to the requirl6men't's-of ilie 611for'n'li Food and MINIMUM- 2" "OF 'CL AGGREGATE BAS SH INSPEC OWN.H Add C6 Rural ode. Fertilizer shall be Velletlid Or granUlarild rrn:'� :108 T EREON. REOUIRED'FOR DRIVEWAY/ACCESS ROAD. Follo" ica&6,ttiali be'triade at needed to' AND MAINTAIN PER'� NOTES, Opp! cover ��gk spo I ts and to enaintain rb ctIoh�' equate toil p tO SHOWN'HEREON.-. "A ld'overpray 6nt,oroadt,'sidewalks, drainage channels, existing vegeatiori, etc -L. 4D 106 A0 40 104 2 CO�STo- 1 2"X18" DITCH SEE DETAIL BELOW. Pfil��k RM LS.. .Use thinimum B'lin'�diia* "Ucatefibi6rro S'ibhNevel.'con'tours spaced -as,foilloWs- An W Slope inclination tif 4:1 (H:V) or flatter.. Fibeir rolls thall be 012c'ed at amaximurn U1 IL 102 -1 an op- n4' Fiber'mlls shall be placed at 3'L 0 6crt'nation'oit behiver' d�21 (H V) interval of 15 ft—, 0 S ol�'e lincli nation of 2: 1 (H:V)- 6� Fib&,rohs�sha`ll be' I of 10 ft*., placed ttLa maximum 4 rva '100 vr-irl 06 end"s O�tJii riber',roll up,t ope to: revent run r .1; loff f�� going aro unid the ro 11. 0 IltIrb' � . p 4,2 t Stake fiber ru ci 4in''deefp trench Wth 2' W equal.to the* dia' 'meter of the fiber INSTALL, INSPECT AND MAINTAIN roll ;0 Drive stakes at ft end of ea ch fiber roll 0 and Spaced 4 ft"makimum nn center IN06d Staf4s Wth'a r0mihal ct�lssificzdon of 0.75 by 0,75 Infand rninimunri'length of 24 in+ FIBER ROLLS,PER NOTES' AND DETAILS SHOWN HEREON, If enore tha'n'orii' f iber�Toll is placed in rcW, the rolls shall be abutted secur6y to one provide a tghltjoint. d, 1.*rjber rolls aire'typic illy lift in 0 Iii� ib er roft a 6 remove colle ct and dispose re '-se ment accumulation 4nd fill and compa�t hblmtrenchbs, depressions or any other r n Refi 'w 1 stallabri'debl'! belo UMLInd disturbance ta blend With ground.,'. 'NOTE SEVERAL'.16 24 PINE OTHERS TREES TO 'BE REMOVED FOR CONSTRUCTION. Rill Z CONST. DAM WITH FIBER ROLLS 12 114SPECT10N AM WINTENANCE:� EVERY "10 FEET IN THE DITCH . cbf*Dl ipp LU nspect eresio cationsprior to forecast daily duhng aDdended rain events, after rain ewnts UJ _'W on-rairry season. during #m'rxiny sea�oh, -and at two-Mek inte*rVals during the n as reswhere,emsl6his evident shall be repafred. StraW milth and "roiseed shafl be re-applie'd as soon 2 %o possible.iCare shall b 0 -e.,�ercised to rnnirry , ze damage to piroteded areas While maldrig repairs, a s arry ar 'a ama d ' ge'dwill require re-aipplicatioh of st!"awn-luich and hydruslied.. Repair of replace,split, torn, unraveli rig, or s ump n e I ig fib' r rolls. IL aii t in jffe6' j I st 'Rea.00liMion tif'straWirrulch,'and taicWifier may be required om n a ve so abilization -over disturbed 12 DITCH Iareas an d di g6irminatei or they g' errTinate.an e. the area must a re 0" re, s'e e d s f a i'll to, b eded. fL2rt lized. and ffulchad Wthin.the pla Jr lie anginal �applic2tion rates... riting §eason,'using hat less thanL half b rri Use to S �ition �Yitems if zi�i�icibl e,'"Il be in cted dailV"'hile in Wen* ysternmalfunctions and line imks, Wh&n line 'breaks bee dei:666d,rtht system must be th�domi 'Immediatefyand bir aks repakedl before: e ,the system is ptA back into operation: IrTiublion,s%y;ster� shall be n cied for complete t '"rage acdju sted as Cd,�e needed to triiintaintdrnpilete ralje S M d fibm fiber 1`0 eh 'entacii uilati 'on reaches cine -half the designed sedime4it HYDROSEEDING PPLICATION RATESZSE p s M cum _MIXTUg E -st6ra;I;;i d dsu'ally'oni�hilf the distirice bet4en the tDp Of tivie fiber roll and the adjtcent ground suiff ate. Sedime4 removed dudn� malf. ritenance may be inco rObtatid Into earthmrk on the site or disposed at an 2,000 lbs. Str6,/AC te ocatidn. 1,500 lbs. Wood flber/AC�! rbose tickifier/AC 120 lbs. ROAID DETAIL 12 �GRAVEL -AGENCYfM0UllR EWS'," ONAL 120 Ibs.L' Green'lo Gold/AC 0, thr bcres of'ground is dii i d 15"1 51L fertilize/AC M 235 lbs. one or more sturbe 'L 0 p ltirmit'musf b'e obained fr m e State Water Resources Cont I Board pricirto pdrisruction., Contact Scott Zaltr Wth SV4KB at (630) 224,�4764 for more information. N T. S. If pirdpertyi� located tbo�e �100 ft,ele�abon'and ex'cavatiohtxce 1,000 cubic yards or 10 feet of vertical depth b ie ired Conta ct the Butfs County Land OevelobrrieM eithee'ecr' avarlon, br fill. a grading permi may e qu OM Sion at (630) 6 384266 for more Information. SICALIE �AS H!(M S Horiz., 'SHOWN 1P Wirt. AS Designod.-' MGEE NOTES: Drnwn:� ONS C TRUCTION.. ACTIVITY, WILL ObCUR BE 'E TW ENAPRIL I AND NOVEMBER .1 -THE AREA 'M GETATED ,.HYDROSEEDED ULCH PROTECTED `6R',6THERWSE STABILIZED NO' Dwg.,N* 0 ,LATER THAN DECEMBER Chocked: A D UGUST 200 Shoot No 01 WED 7 ROBERT G.�AGEE-JR.� RCE - 2V14 RECE JOB NO SEP 'I "ts OOOKY Of MENT -8 842 2005, .7t all A4 i 7 f L 0 elefts G;em centaw. 4 �k oftem" slam tho, .,4 ft" of VW 4, lot W%8 tow SWP* 1W 416"Or Ili" '"ICAL MIR ROLL YINST&LAII(N CONST. DAM WITH FIBER ROLLS 12 114SPECT10N AM WINTENANCE:� EVERY "10 FEET IN THE DITCH . cbf*Dl ipp LU nspect eresio cationsprior to forecast daily duhng aDdended rain events, after rain ewnts UJ _'W on-rairry season. during #m'rxiny sea�oh, -and at two-Mek inte*rVals during the n as reswhere,emsl6his evident shall be repafred. StraW milth and "roiseed shafl be re-applie'd as soon 2 %o possible.iCare shall b 0 -e.,�ercised to rnnirry , ze damage to piroteded areas While maldrig repairs, a s arry ar 'a ama d ' ge'dwill require re-aipplicatioh of st!"awn-luich and hydruslied.. Repair of replace,split, torn, unraveli rig, or s ump n e I ig fib' r rolls. IL aii t in jffe6' j I st 'Rea.00liMion tif'straWirrulch,'and taicWifier may be required om n a ve so abilization -over disturbed 12 DITCH Iareas an d di g6irminatei or they g' errTinate.an e. the area must a re 0" re, s'e e d s f a i'll to, b eded. fL2rt lized. and ffulchad Wthin.the pla Jr lie anginal �applic2tion rates... riting §eason,'using hat less thanL half b rri Use to S �ition �Yitems if zi�i�icibl e,'"Il be in cted dailV"'hile in Wen* ysternmalfunctions and line imks, Wh&n line 'breaks bee dei:666d,rtht system must be th�domi 'Immediatefyand bir aks repakedl before: e ,the system is ptA back into operation: IrTiublion,s%y;ster� shall be n cied for complete t '"rage acdju sted as Cd,�e needed to triiintaintdrnpilete ralje S M d fibm fiber 1`0 eh 'entacii uilati 'on reaches cine -half the designed sedime4it HYDROSEEDING PPLICATION RATESZSE p s M cum _MIXTUg E -st6ra;I;;i d dsu'ally'oni�hilf the distirice bet4en the tDp Of tivie fiber roll and the adjtcent ground suiff ate. Sedime4 removed dudn� malf. ritenance may be inco rObtatid Into earthmrk on the site or disposed at an 2,000 lbs. Str6,/AC te ocatidn. 1,500 lbs. Wood flber/AC�! rbose tickifier/AC 120 lbs. ROAID DETAIL 12 �GRAVEL -AGENCYfM0UllR EWS'," ONAL 120 Ibs.L' Green'lo Gold/AC 0, thr bcres of'ground is dii i d 15"1 51L fertilize/AC M 235 lbs. one or more sturbe 'L 0 p ltirmit'musf b'e obained fr m e State Water Resources Cont I Board pricirto pdrisruction., Contact Scott Zaltr Wth SV4KB at (630) 224,�4764 for more information. N T. S. If pirdpertyi� located tbo�e �100 ft,ele�abon'and ex'cavatiohtxce 1,000 cubic yards or 10 feet of vertical depth b ie ired Conta ct the Butfs County Land OevelobrrieM eithee'ecr' avarlon, br fill. a grading permi may e qu OM Sion at (630) 6 384266 for more Information. SICALIE �AS H!(M S Horiz., 'SHOWN 1P Wirt. AS Designod.-' MGEE NOTES: Drnwn:� ONS C TRUCTION.. ACTIVITY, WILL ObCUR BE 'E TW ENAPRIL I AND NOVEMBER .1 -THE AREA 'M GETATED ,.HYDROSEEDED ULCH PROTECTED `6R',6THERWSE STABILIZED NO' Dwg.,N* 0 ,LATER THAN DECEMBER Chocked: A D UGUST 200 Shoot No 01 WED 7 ROBERT G.�AGEE-JR.� RCE - 2V14 RECE JOB NO SEP 'I "ts OOOKY Of MENT -8 842 2005, .7t all A4 i 7 f L 0 CONST. DAM WITH FIBER ROLLS 12 114SPECT10N AM WINTENANCE:� EVERY "10 FEET IN THE DITCH . cbf*Dl ipp LU nspect eresio cationsprior to forecast daily duhng aDdended rain events, after rain ewnts UJ _'W on-rairry season. during #m'rxiny sea�oh, -and at two-Mek inte*rVals during the n as reswhere,emsl6his evident shall be repafred. StraW milth and "roiseed shafl be re-applie'd as soon 2 %o possible.iCare shall b 0 -e.,�ercised to rnnirry , ze damage to piroteded areas While maldrig repairs, a s arry ar 'a ama d ' ge'dwill require re-aipplicatioh of st!"awn-luich and hydruslied.. Repair of replace,split, torn, unraveli rig, or s ump n e I ig fib' r rolls. IL aii t in jffe6' j I st 'Rea.00liMion tif'straWirrulch,'and taicWifier may be required om n a ve so abilization -over disturbed 12 DITCH Iareas an d di g6irminatei or they g' errTinate.an e. the area must a re 0" re, s'e e d s f a i'll to, b eded. fL2rt lized. and ffulchad Wthin.the pla Jr lie anginal �applic2tion rates... riting §eason,'using hat less thanL half b rri Use to S �ition �Yitems if zi�i�icibl e,'"Il be in cted dailV"'hile in Wen* ysternmalfunctions and line imks, Wh&n line 'breaks bee dei:666d,rtht system must be th�domi 'Immediatefyand bir aks repakedl before: e ,the system is ptA back into operation: IrTiublion,s%y;ster� shall be n cied for complete t '"rage acdju sted as Cd,�e needed to triiintaintdrnpilete ralje S M d fibm fiber 1`0 eh 'entacii uilati 'on reaches cine -half the designed sedime4it HYDROSEEDING PPLICATION RATESZSE p s M cum _MIXTUg E -st6ra;I;;i d dsu'ally'oni�hilf the distirice bet4en the tDp Of tivie fiber roll and the adjtcent ground suiff ate. Sedime4 removed dudn� malf. ritenance may be inco rObtatid Into earthmrk on the site or disposed at an 2,000 lbs. Str6,/AC te ocatidn. 1,500 lbs. Wood flber/AC�! rbose tickifier/AC 120 lbs. ROAID DETAIL 12 �GRAVEL -AGENCYfM0UllR EWS'," ONAL 120 Ibs.L' Green'lo Gold/AC 0, thr bcres of'ground is dii i d 15"1 51L fertilize/AC M 235 lbs. one or more sturbe 'L 0 p ltirmit'musf b'e obained fr m e State Water Resources Cont I Board pricirto pdrisruction., Contact Scott Zaltr Wth SV4KB at (630) 224,�4764 for more information. N T. S. If pirdpertyi� located tbo�e �100 ft,ele�abon'and ex'cavatiohtxce 1,000 cubic yards or 10 feet of vertical depth b ie ired Conta ct the Butfs County Land OevelobrrieM eithee'ecr' avarlon, br fill. a grading permi may e qu OM Sion at (630) 6 384266 for more Information. SICALIE �AS H!(M S Horiz., 'SHOWN 1P Wirt. AS Designod.-' MGEE NOTES: Drnwn:� ONS C TRUCTION.. ACTIVITY, WILL ObCUR BE 'E TW ENAPRIL I AND NOVEMBER .1 -THE AREA 'M GETATED ,.HYDROSEEDED ULCH PROTECTED `6R',6THERWSE STABILIZED NO' Dwg.,N* 0 ,LATER THAN DECEMBER Chocked: A D UGUST 200 Shoot No 01 WED 7 ROBERT G.�AGEE-JR.� RCE - 2V14 RECE JOB NO SEP 'I "ts OOOKY Of MENT -8 842 2005, .7t all A4 i 7 f L I �,�? . . , � I., �, I '7`1�1_;_., " _ - _,7�, � � . , � � .I.i , . , ;,l.' ,' ' ' P,, v' � . o7 1� ,,, - �,, . - . , , I � ,� , 4�. - , ,- �.-- ,,- ;�kaz : "' , - ,�',i.,0,z,,-. �, 4- , -4 , �,�;, , " 1, . -T�� .... - -%.; �, � , , , ��. 7,' I� - � - ,'-,ir1,,,1r`.:- � ;; '', . 11 1. , , , ,4 _. - _,.i-/ -',-. � le ,-�'..,-� "'i" -'11.Z 11 1. -, - -1 V. , _ , , ,,,, __,-,;� IV, ir-�_- . - - -, I - , I � I � " " -1-4, -;�O, I �� , Z� V-- " 7�,, "'. .. , . �, "" . ., - I 1 _,,i4�._��*� r: ,,' ;1.1-"T. � "", , - . , � ,_ 7 "."'.". -11- I � .1, ,_ , _,_`4 .e -, - .- "'. �.? -i' � ,.-; - I , �, , " ,;, '_ -, - �-, � ., - , " ., , , 1 ., 'I - - .- - .,:i"I � - , - , . ,. __ , , __ .1 7WT-,:--!V-1;W-4T.�11 -i �,-�-: __! , . .."'! -7.:_ , , , �, ,�,Wf �t ,e, I ' �_,' .. 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I I . , � � S. , ., � I � I . . � - I � I I . I I � / fj - I I . I . � . I . � .11 . . . 11 " . I � T ,,rj I � 1 41 , Z --P1 ? . I � I" I.. . � UND bl�JRBANCE 11 , - I ' , ". ''li; �. 1. . ", - ' '�,:".pla %. S ' 01 rinental Irrigati on may be 'requ ired during dry oe riod I . I I I I I . ,. I � , I I I 11 - , .?, , . � ,.. %, ,,' ns 11 . I SE " 120 I - I �-i I � , � ".. ., " . 1 . I I I . .� 4, �," , r;� I '. - �. 1. I I I . I � . I , "" I . I a , . I ,:� " : I-. , -, �, - I , ,.,, . '_, '! .� . , up e I I 4� � I � I I . I . I � I . I P5901`0 . I .1 -C � �,''j 1`� rk �. .1-1�`,. i I., I . . . . I . I I I I 1 . . I I - , "' . . 1. . . I . � . � . I "� , _� � I � I . � , .. , �, " `,,'_� -'�,. '�� � i'. � ".: , 4, 1 . I - . . . . . . . . � � � I I � , . - - ,� 1-- ,� 7.1 �:, � , � �, - . : .' -, - ."%:a �,* HydraSe'eding tnixtures,shall conformlo thei Federal Seed Act, the Federal Noxious � I . . 41S4 . I 0 ; r . � I 4 I z I . � ., ',�- '..j .: , ", �. I I r, I I I . . 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N _" .71, 0 .-,?- �, . k, � .,', �eed` i�ih`ithe soil,.-" '' ' " I I SCALE: 1 "=40' � I ___,'Z�' I I I I '. - . . ,�,� , i -, -, 'i:, ; d, ; I - 11.1 t ., , , � 11 I � - . - I I I I � I :� I I I I . . - I I I I I I., 1�1��o;_! V . . -r " - _: _ . 11 I �. . I I . I I I . . � . . , . I I I : - I I I I 9 0 1 " 1;�"'- .' ,,r . , � �' ,. . . � I- :^v "".1- � I f I %1. , � � . -0 " , � .1 \ , �, , I � � � . . I I _._� I . I -1 I I . 1, . . ", �, - 4 't � 1-i �` "I.,',, � i I , . I I . . I I I I I - 0 /� , � I . , . ,. , - '_ , _-� - � i ' . _: ",e, .� . , _ , , . - � I I I- I " . . , � . I I 11 �. I . I " I . . . LL . "', ". � , . ng along the ., I I � . -1 . I 1, , , . � - I I I � W 0 11 ,� .I ��, , �,�* * � I - .�, , .-Priorto ap ilicadon"roughen the -area to be seeded Wth thelurrows trendi' I - I I I - I I � I I ,� I - " -'Y"', ,,� - �'*,"' -;��_ " � � ,;,..7 - ': . , � , I I I I � . I I ) � . 1 - #1 , - 11 . I ,� I � I 11 . I i� 1. , . . - � I I . � 11 - I ., ; I .4 �_ '� v :,, -* � J, -,' . 1. fir ,a_ - � I f , � , , , � '. I : � I Ili, "',. , ,;, _! _ � " � -1 � - I 1, , p , � ., ,� , .- - �.- " , ., ., - _ , . , � , , , �,', . '�' '.. - .. � , . . , . . . . I I . . ; ; . I 0 . " " ";A ,,, 1�,Y.-,J � ,11 I , urs. - _� . ,.. I , , , . � , �, I . . I I I � I � I I . : , I - � ,.. I I I I ( C) C) : . I . . � . I ' , ` o.o #e 0- -0 , '. I . ! ,�, irl� " , I I I 11 � . 1, - . � .1 *,,,I ., , � 1 - . ." �, , _ . � � � I I 1. I : ,� � I I I I I I - I - � ; a * _- � � I ?� ' ! ''; " - ' '�"*�', �"'4:�,�;' conto'.. �" Z , � , 1. - , , -, .� � �� "., ", - ,'' -.' . ,� . , ."( :,, '! . '. .,. . I Lpt � , r � , ... , ��, .1Y 4� - , ,; ., : � -.�r lc��:111_i,,,�,�:i;'_, " � , , " � _i, , , " - ,, _ .- t � I � I .1 - I I I I I I I ,� �. I _; ,, , . 1. I . . ..... 1 41 12 , . � .. I " - ", 1, , . � ", " �. , � I . . . I � . I I I I . � I , . I r I - . -.--- . � I :.1 . " - " I., - I- , � 1 . , " ;, . . I— , , , " ,�, I'� I � � . I . I . . -1 I � , . � � �, � � a .1 I j 1� . i , . I . . I I � � � �, . ,; 1� -1 .4% 1 1 ,� .� I., - I .. ' ' I � � � _?-I, 71�, . 0 ,-EaM seed bad sh2ll berdeliveredloth� eif�'�eia'16d andch�ar�`m8rked asta s;ecies,� ,' . . I . I I \ . - , � I . 1. I 11 I , : - , " - I . I � . : I . � �. .1 C - 'K, , , �A, *,,n,7 -,,-,-i - r � 1, '- ". � ., p f, I., � . r. . I I I . I %,,,,� � , , � -r . : I I 11 111. I , I . . , � � � I -, 11>�' I " i " � ." �, ,,�,4, � � . '�,' ,- �..' � %,�. � I I . . I 11 % . . .K . I I . I - . I � I 1. I . - 4 I., : "I" I , " .". �, I � I ,� I . . . . � . I I ,� . ,� I I 1. . � I , . .1 �- 1 4, f. - r . ',,-- �.' � �': .. � ? ,1�12, .. � - � . � � . I", � . _1 , , ' . � . . . , 5 , -, - �: -�, --_1 - . ', 'r j I'- '� . .-�:, �,^.,,�, �,;.i: y u ' ' ' _dorrninab6h,!deaIe 'sioukanieei,;and ftes 'of test. The container shal e � . . � I �"- ;, ti ,-. , � I I - r ' ' - ; I I ""� � � . I . � < r I, , ;� � 11 ."V, , .: I I . - __ p rity.perceni. , , � Ilb r I . . . I I I ,_ '. ! .. r , - --- _-� �� . I � � I I . I . - � I � , �,*� , ,,�- -, �.. - ", � . I I I ' ' I I � I I I I � . . 'IMMEDIATELY' FOLLOWING , . - ...., - I -, - � � I I . I . ,,, 1. - i, �: -, , I I I � - � I Live Seed (PLS) contained All legurne see . I I � � 1. 1. - . ...... , I I � . I I . I .1 I -, I., I . �. I _ � . I ., . I , , ., Y -r I . I � I �, � I - - - I - '.- - ,�,:: 't!-' "i' � . : - ." �- " �'" �' laheled to tlesm , , V I , ''I. , 'I": . 1. d ' ' . I . I I I . . I I . ' I I I 1 038 , �, �, ,I �, I 'I"''. �, �� , I I I I I I I . , I I , I � I . � .� . ,., , , , . , ". , � � � '41. , , i � :�, 11� "I .. � I I 1�.,_ ' I I DISTURBANCE OF SOIL,� .r � � . I . I __. I , � 1 1, I ,; '' , ��,.'�,V'_ '. 1, * � % ".., � ... � I I � I,- � 11.�: , �� .. I � I , I " ',�, i,--, %�4 " . rf ,�, �, � :', ": , , , , , � , h llbe i lletfnaculattd. Inoculant sources -shall be species specific and shall be applied - 1. . . � I I . I I . . " - - �� � . I I 110 " I I '! . ,. -, " , � "! .._�, I ,`� - . � .4- r I eflett the amount of Pure I i,i-if ,,� ,',,,� \, , , I � , . I , _j . . . . - �, - - I . . I � I ft I I � . .", '! ,� , * . . * . � I I , ',N� 1. LU � I � I . . I I I , I I - 1� I I I , � - -.� , 1 �.�X,,,,'.71"�,-- �' T"` , . �1� , " ,4A a -pe . I - r , � "i, - � _ I � .;- ,.� - 1, � 1, ., � I � I . I � . .11 . I I . I - 1. � I I ' L � I I I I - - , I , -.4 , . . . I I I- . � .1 I I .1 I � �, I I . I � I � I i , . . -";,: .-,� - 4, , , %, ,i:- � � - - , , ,,�, - a a Me Of 2 lb " :, . _ - I , . � . 0 I I I I I I I � , , � 1. . I _,�.'_ , "'i, , 4, i". -'� , _�: �. �� .'I , �, �,' �, -,� , , . , I .0 *' " � - - I.,," � - inoco ant p . - ."', , �!��, I ., " . I I . r . 11 I �> - I , � I . I I . � I � . I , , 7" ". , " . ." rt4 _ , , :- -, ... 1, . , - - -, � , , .1 I I , I .� . I I I . I . � I . . I . . ,. � I . I ", I 1. � 1. I :� " �,,,,� *., A, I ":) V �4 . . - � % . a, "'.. " . , . . . � � I I 11 - I I - I., I I " I " , - , - I � - r . , I . � , ."', �, I i � � I .� . I I I , . � , _ , I , I � . , �: , 1, ;�, �', ��,.:` " , i.',,-�, ,, !--��.e` . - I " �, ' I I I " " . HYDROSEED PER,NOTES , .-CL 2 AG ;-r " , , , - I , I - . ,-, - ", ',,�, e _'�, %t�-'r.'%'-�_,�,.� ,:,ia, ` I � , 1;1_�. .'' ", ,:, d .4 C�bm''r'oerdilktblli6r�,t�allconf6rmt th' j*`uI* ' , 1. � 11 � . I I "\' . - - � , � '0 _� �..�.,, " _ ,-. ,,�,i . :11 .. "' bf * , I' , Lit'll 50 th, teed ', ' ' ' ' * "' '' I 11 - � I I I . I APPLY �STRWMULCH AND __ , \ � I I � I . I 1� � . "I ............ , . " 1, I ,.,. I 'SHOWN,H I . I 11 ", ,-, - .X:,:- � , ,'�,;, '_ ,�' , I I � a e q rementi'cf the California F6od'and , - - , , . I � I I r . � I � I . . . , MINIMUM 2":OF E - -, - , I I � , " ." , " � , '*�, �,: - ,� *, � " "! ", I 1. , , , . ,!�4 . . I � I . i I I . I �', 1-0 , I , , ;,', 'L �� - i, ��'.�, �, - , "I, , -, _'_ , ", " " ��.,,- � I I . . I . I �, I I I I ' i I � . ., � I - I I 11 i I - I , , - ,� � I I � I 11 - . - , - - I 11 I I , � - _. � �r � , . �., . , ! I . I I I I I I . . � - � . ��, , ''.',, ., . I ,,.r,l,. , '? ,,,,,,-,, � �,,, , � 1. I I I., I � - 11. .. 1. � ,. I I I I I 1. . I ,,, I I I I . 11 . I I I I . I ,� ,-11 - 1. I .. I I . 1. 1. . 4 �0 . � ,. � I I , I . I I .. I '... _.. . ? ,; � �� j i% '.,. ,� - �,,;,, , '', . . I C'C`22 I 11 11 " , I I , - I . � I I . I , .1 , _�, '. X ! " .: � " i#,.,Z,_ :, , , - , ,: I . . I I . . I . : : � � , :', � , . -Z , , - - � � � ., .;". ..'."..", � � ' I * I . --`- � , - A " I ', , , , � , .40 �,,, ��,.,, �, - , _ �_ ,. , 7 '. ,,, AF 1 � , -e , ,,, - , , � ., , , 1, , , , -A, -1 . _,�. -,'Fertilizer shall be Vel.leted or rm., ' " : -- , , ',: -, �', .,; " I � I I I � � � � I I � I � . I *'11� , EREON.' INSPECT .1 �. I � , 0 � , ,_ ; 'REQUIRED FOR DRIVEWAY R 108 - , , � . , , "; �, " �,:,;:�,�?",,,,� � ,��, �, ", � - , � .'Agricuftural Code /ACCESS OAD. , � , _granular fa" ' i . : '. , ,., ,. � , I *".,. I i I 1. I i. , ' '�. �.Ftillo�4uo'goplib�Joh'ihallbe'rnade as needed to ciavero�eAkspbts'andfo'm aintain � I I ND . MAINTAIN PER � NOTES �.] I '� �, ., . - . � �� - . : �", � . "�" �. T. '. ". "I ., I I , I I ., . . I ,. I . , 4 . ,:j"`�,,�"_�'�j �'., .,t I .1 . 1.11 . - " �v , - , � � , I . I I I . . I - .1,; 1� I I I ,-,, , 11 . I . I . . I . , � �1 , "I � � ., -, - , -, "I'.., I 1. � � . , - - . I - - �� W ;� -.4 .1 'I." r. � � ,,,, i, � . � - C14 1 . � 1. . I � - I i . I I , " I I r � " ; " ,, - f- I " -- - - , - ,,, , ��; - i " _ � I ., � . ,� I ,,� -,,, . , i , - . .'� Is eiq'u'ate'soil p' on '-,' , "� , � I I , I I I . %N1 %11-_1 � . n� : I , � i I � - I I , � ,C :,J �.,-,'4�_,!,-�y , " Z�, , , , ; -, ;6.r, _ . " '. . , I � . I .. � , . I I . . . . � . . I . . I 1� I . I _I, I - i I C) ,. , � -i, ,�,], - _ I I - : a �� I ,� ." 1. ., , �� ".. I �. � . - I � '' SHOWN HEREON. , � - I I - � I I I , .1 " . ,- �, ,,, , 11! I . � I : � I ., , . I I 1, . . ��,� ,�f � I ., I . I , _� . , I - .� .1 ': � - �, V in ?,;I A " - * �' � " " �, , �� , d not 6*0 , _ . I , I I . I I . �, � . I , _` .1 I I I .. . I I . '. I , 1, .1 '. i, ,;. ,,,, �,�,, �.',� I , -, , ,.,. � , � . 11, . I I . I � I ,� I I I I � I '. ". '' - I � r, 1. ' ,�� � " �� , �./,. ; I 01. ' �1. "' ' * I ____ �. I . � . *. I.. . =QQL. I ; I 1. � � . . - ,�, � , �, . . " . . ,�.3 ',�. �"';, , ; i - . , - ' I I . . "� .� '-' �1' ... I I I , I �* I ' I -existrig vegetation, etc. ,_ - � .1 I I . I . � . . I I I.., I'll �, �� I I . .1. I : ! .1.. ;1 I � ! I - � .. . � 1-1-, I I ", , � I I I I- - - ; - 0 _,!C4 04 � ..� -.1 � .1 I �1.1. , , , 11 � I I � . . � r I 1. I � . � I I... I . I I I � '. .., , I � , �. "I- " " , ",-Z. ,;,, I � . - .� ,I " � .�-� '. ,1� , Ki , 1. .,.*,.- , , �'.. 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I I . .� , t ;i� __�.I,�� �1; I " , '. �1� - , " " ; " ' ' " ' 'Avoid over spray A s s dewalks'.draini'e 'I 1 , I - -, - " � � ;� .r_".---,'�-_ � onto'ro' �d " i " i" � , v ;�,�,o�.j , __ , , ., �`, �, ��,, I . , .,., I , � g channe s, �-i' - , . ',. � , - , " , . . ,�? 1. . � .: 11 , 106 �. .' , � "'. �; . , " - , . , , ,< � W 40, ^,*,', I;, ? , . , . , , �,' : ., ,.� . . ,,, .. : i �. , . I . I 11.1 � I I I I , I . , , I I 0 .- i 1 2 'X1 8" DITCH'SEE DETAIL BELOW. , 1 ,.� �-. � , � �� " ., , � ,�, �, � , - : , '. . - , I . , I . . - 1. . .- � - '' , ,� �,�,:, _.i , ,_ i .. , 1 �- ,, � .% � , .. , , , _ � 11 � . I . :. , I I- �.: �":� � , ".% �', I ,�� , , ,., Ile � ,., '. . � . . � �,�, . � . I - - I I . � , IC NST� W �:, � �� _:� . ,,, �, I . � -1 �, , � I . I I I . I I , , _-, 8 ". ", - 1*-', ',,�* , , , . . I I ______ I I . � I " I ." I . . : , I .; ;"" 'I. i . I - " �, I s", . ,- : � - . I . - . I I .1 � , � ___� - , � I , , ...t-,;'. ��', � �, . , rfstp,RMLS 11. 1''. � " * I . , , " , , , - I 11_� I I I . : '.. L :." " '' - - , : �., � - , _ � , . 1. _ ,. , , ,;,!: , -,.:, . . � � I .1 �. I I I ! , I . . I I � I 11 . I , P - - I , 1, t �_ 'r eir .0 . I 1, ., � - I , . - : -'. .. , � � , I I I . , . 1, � I . . I I I - I . I � I I ,� . I '. I . . � k , ��, 9 1-1- i - , ", , 1, � I 'I - , , I , , . r . � � � I - � . � � . I r , ---- . : I I . I I '. I � . .1 . � I 1. - - ,4 - ,,;, - , ,� :,,I .1 . I �' .�., .., I - � �, � � %i .I' -0 " � , " P - . 9 , , - � i I I . . I I � � _____� - I � I . � - - , - - ' , . � , �- - - --i , !" - , ., . ;. � , : I . " � I I � I I I I . � I � im logo il, '�e""', �, i " i t. , * . , serninimumB.In-diiiiineterrolls- , , - - , . � � � I I I I � � I ., I I - , - - - ; - .1 � �, > �'.` I - ��_ I I I ., , , , ,��,,�#, ,� ,:,_'�' I ., �1� . � I i I , 11 q ''. , , I * . I I I I . � I � . .. I - ., ' � , .'', , , I .? I _____ I � . I '' � . : I ,� � , . ,. ", �., � " IF8 "-.; ". -, ,,�_..A , , " . I . 1. � . " . � ., - , . I . I I r I I I � " I - 11, � I . � 111. � I 11 I � - I I 1� 11 _ . � .:,104 1 il . 11 � t,, � '. - " - , I. �, - I _. : " . , p -, . 1. . � I 11 I I I I � I I . �. 11 . . I I I 11 .1 . I I . . - W , , � �, - I—- , . �!* �, ". , :"� 11 & . �. . A . , I I , �.� . - I . , � I I I I .. I 1� - ,� , 11 " , , �, I . - ; I - -' - "' �- "'' , - I . � I I , , � � , 1:t�` '4��, , ."', - - ." 1; .*,' ", �, � � �� Locate fiber rdl s on level tchtoUrs t i aced -as follam: I � I I I ____ 11 1, "' - 1, .. , I I . , � . -� ". ;, 1: ., , ,., ". '-f : 1� 1. I I � I � 11 I I I 11 . , I � . I . 11 I , f I . . � . - , �, . . ."I" , . I � �_ , '' � i -11 �� - � -, ,.�I,, � "A"4, -1 � I �, 1. .. ' 11 I . � I--- - .- , , , , ____ I 11 I I . I I . '' I I I I I I � I ., � I � I .,� 'n L " ' . , , ,� I ,_.�� � I 'I, I"';"",-,'..-'._. � 1 t , ". , . . I I I "i I c ,�Slope inclination of 41 (H:Y-) orflatter-Fiber rolls shall be placed at a rha)dmum - i . I w I , - � - , ., 1. 1. . *--- __�_ , - . I I - 1. I - � I 11 � I - I . .11 �, I I I �'... " I . 1. _ ��"___"Z �; '. ". * if I" , � I", :` .1'.1'.� � , - -i7 'i � , , , , . - � I ' � . � I I I - - - . ? - , I � I I , 11� I . � I � 1� , Ina.' %..1%.0 11. V" , I , '., , " .� �, ', - � , , , I i " - I d -1 '. I ., I . I . . I . . " I . . ' ' I I � . - I" '� , �, ", . . I .. I I � , , -, .�, :, , , - I I _ - I . .11 I 1. --- � . ��!1111!���1111� , . I .. . � , I � � . � _�:, � . ' � �,.' , * . - , �, .1 - - - I , , , � � ,�,! 1. ., ,7. , ,;� - '. �,- .,:. '. ". lnterv�l of 20 ft.,- 4; ` - I ".. . . � I .1 I 1. � I �, 0 . � ........... 1. .., . ,:. I . I I I � , � - - , 1. I � . I , I'_ ,,': ,4,;� �'. , ": , � , ,,�. . . - . I . __ _� '-I I . . I I I � � I --- I , , , -1 I � , '' , , , , I I, f� . . .. 11 � I.., . � . I . I I � . . : I . 102 . , , " . , I ,., . �,_. �e I . !!!!!!!!!!!! I . I % . I � I I � . . � . . I., " ',� � � � ;-I I I .* i I . q , . 1. I - I . � - � . �, j -1111, - � - , " I I � - , . 1. � . I I 0 1 1 - I . . I � '. 1111111111i I I I. IT - "" ," . --.:; ,�� �A , '. � 4:,� "I',-.,."` ,'. ., .I I I . I � I , i 7,�.tl % " ..., � 1. " I" -I-, " � �'-', ". 0 1 p 'Inclihatio� of etwieein4:1 and ii (' I . _____� I , . I I .1 I . , , 1 " -, - , � , � - � � � ��_�,""'],. , :,s a e b H � ,�� . I 11 -1 . '�,.-: , ,� � , , � :V): Fiber rolls shall be placed at a - - I I � I � I I � . " , ;.4 ,,.:,,, � � --1 �� , " ',�:,; , ": I , :,�"_ I., 11 'I- I -, - I , '. - . , " , . I .*1 I I . � �. I I I I a � I . � ___� �. - - - I I I , I . I � .. . I I , I - I I 1, 11 I I - I 11 � W , -11.1. " 1 "':��:.,4w'.._, -1._- I. - I . � I I I � I 4 � I .k . I I I "'.- I I ` .�,..? ... I ,.. 11 11 11 � . -, � . , , -" '' rrivarnurn in , - - ,� 1, I I , 1: I * . . . � � 1. I � . I . � ; . , , I _11' _�,.J�, .. - .1 .1 ". , , i I terva I of 15,ft. - �, , - - ' ,� � , I 11 11,; t , " t . _____ � - . � .. . , � I 11 I � , �;, � I I . . � . I I . I - I I � . I . . I I - �. .. N__, �. , - t... .i - , .. . � . . 0 1 1 __� � . I .. 11 . I I . P-', � . , , , . - I _1�1 �_�� . .11� . � , I . __-_ � ; I . I I I , � . � : , . I � I . __---- . . I .__ . I 11 I I " I " . I � I I � 11, I 1, ,,'�., �, - �, - ', , . . . . _-__ I � . , I . � :_ '', . - I 1, . � I I � 1. I I ill , j' ` ',' �-1;4 'A' , , , " ! ", � . �' �' '- ,'�' ' '�lope'incli nabon of 2:1 (H:V"') �8r"g ` ' ir Fiber tIls shall be pla I I I I , . � . , I I , I -11 �� � t . ,, �- - - �.� , . .- , � . � -4 __� - . . � , I ,� . ''. I ,. � , , I I __ I � I I "" " � � :�,-,"__1.11e' '' _ I , �' _! - , I I I .�.� � ,, ,� Jr - . . i , - . � I " � , . . . � , �,`74' "t -.6 -,� reate ced at a maximum I . I . I _____ I � I , 4 . - , I . . , . I . . I - I . . , ii % �1'4 -'Y . � t� �, I �. "I , . . - " , . I I I _____ . I I --- ___� __ � I � I I I - I -"k'-;, 'i, I �, �- f�,j ,1 _ - . I .. . I I I I , , '' _ ,�,'�,." , '' . , - , - �f, , �, , - - , - . - " I 1. 1, � I . � ___� I , � I I I _� I _ � . I . I � � . . I 11 I , "I " 1:,;� r , .- , I . _� , - 4 ,r I �'.. - . I t.., 11 W" .�, I ? � I . " ,, �. � .1 ,� 1.11 . . �, . , ."� �� '. � _ .. �...� . I ". : 1: 1, I I 1, �; , . I I I I . , . , I I � ____ � . - 7 Im 11 1� 'I'- , t I , I,_ � -t' ':`�:"� � , �� 4 ,',o .�` � I 11,11-1,- ''. '.1''. . . , � .:, I - I . ". I . ___� ____� � . I . - , � , '. � � .� - . 1: I I " �. . .1 I I � I I li� , �111'1 � �� ,$.I y I � I . , '. r1terval of 10 ft' , , . , .�, , ,_ ,% I � . . I � I I 1 7- 1 � I 11 I � _-__ ,� , I I I � I � I-- i , I r . . , , � ,�� . ;, I .;.., 11 I llw - , . . - . . ' I � � . --- � I I I _� . 00' � I � . .. ", � i , � , - � ", * - I I . . � � I � . I 1, . - I . I � . I --- I � .. . I , ., W .., ." - , , � � 1� � , � . � _ ". �� - - I . . ", , ; ____ . . - � 1 , " , , �,,, ,, , I ",' - �41� I. � .* . - , - . lurn thee s Of C. . - � � r . I � . _____ I . I I . � . I . I . _-� . I I . , I . I I -, . " '... � , - -:� - - �._Ak �":, r � , I 1, � � I � I I I I . ", � 1, � nd the fiber roll. up slope to prevent runoff from going am und the roll, 1. I . 1 0 . ----. I . ____ . . � . ., _� , " - . , , , 1� �. I i .11 .1 I � . � . � _____ I - I I � , . -i - I -_ . .,� I I I ______� I r I .1 I - . I - _� __� I I � I . _� I I F I . __� ._� I - � �: , I � %4, _ � ; I - , , I ;, �1. � I . ��. " :' . , � 4. , , � , , a ,."s _____ . I I _ I . I � I . I I , . ___ I I I I I I . . �� I � � 1. 110 - , �. , , � " i � _�,� , !�, _ . " � takO fiber a - __...n � . I - I � I . , . ._)v "! , ;","', � 'I, 'I �, 1� 1, �, L , ,." . , I . � . . I 1. .., �� I'-, �1_1 I - 1�. 1 � r Its irio a 2 to 4 in. deep trench Wth a width"7eqU'al to the'diameter of the fiber I Ix - - - . I __� - . I . , � 1'�_�4 , , � e. ; �, " ,;".! 4 ' ", ." - , , " - I 11 I I : . � � I . I ____ I � I " � I 11�, ; r i .1 �: - :�, - 4 �,: �. , ,". .1k , , ' �', , �' ____ __ - � _� I � I � : 11, I I �, ,,, 41'- �4"--_,' . . I . . I . I . I - . e. _' f . I , �. " -, , A . - I � ,� '4 . .. I . I , r.- - I 11 11. " �! .. . � , , �.',, �,- . . � � . I I I I - I I I TAIN . I I . 'i � "i �4:1:�, ltl� - �,.�-- � . , , -, - ., I . '. - , , - - j I � . . I INSTALL, INS MAIN --- __� I . � , . . :, � ''. ,,;� �, ��:'%', - .� . , 1. iroll. Drive sfak6s afthe end of each fiber roll and spaced 4 ft mi aximum ion center. Use � I '' 0 . - ____ I �. I I,- � � � �,-'_, �j ',*, _ , ,�, , - I _____ I I I I , , , , , , � , '... � . '. .11 I i � I I . I � I � I . __� , --- , , . � , � �. .1 , - 14-1 11 1.11, , ;.-.; -, - , `� ", ,V 0 ' ,1.,.-f.;,_ � , , .-, _� � wo 6d sta keg Mh �ariD rn'in'al classif ication of'O.75 t� b.75 in. and " I Z; ____ I � . . � � . FIBER ROLLS PER NOTES -AND : . - , " ;�,. ". '. ,,'i - e ". - � - 2 - , " `� � .: '�', , 1. I '. . I - . . I . mini mum length of 24 in. � I I I - I � . 11, . I I I 1. � . �� � � � :.- - i" - �', 4 , ''. - � . I i"i - . - � I ____ � I I I . I � . I . -, � i - � . , �. V"', , .1. I . Ii Ib " . .1.11, � I I DETAILS SHOWN HEREON. � I I r I 1, , , :;"A , , � � . � I I I � �. . I" - .1 I I I � . I : I I I i, I i L , . ` , if,i ., Ifibee,foll isplac6din a row*,,the rollsshall be4b` ed securely to one I , I �9 :1 , i � _� I - ,�%. "'I" 41 �11 . If rnoie th�h bhL 11 utt ___� I I � :, � 7; - �. J i 'i 11 I , .1 . � I I . . , I , ,,'-, "F " 1_ % ", .�,:-.,. � 1� � � I I I .. . I � , � I . I I I I I _ � " . _ � , I � , � ,,�._ - , -, .. , , " �� " I i�;ahothertoproVide'at�htj6iht.--�,�, - '.. � � I 1. I 1, . I . I . I I . I . I � I 1, , - I �, -�� �� - .., I I %, , I w . . . . . I . . I I I . � 1, '. , , . ", , ,� .1r, �,,. I . I ' " ,, -1 � .. I I I I ; - I I . . I � 11, I I I . I I . .1 � � , , �, . : I 1_ i - _,:�, - -. " � ,I ,,,- , � -�`�,:,. �, ,'- � , -. �, r".., � I � i'. I . I 11 , I I . . I I I r I : % 11 I : _.s �4� . I I I I I I � � . 0 .� I � . I . I I I I I . . I � I . I I . I" " . I .,4i� I �, I -a 1, � 11, �� . . �, . " " -:" "' , in ace. reremove'd,601lecten disp , I I ,�, "-I "', " -I I i ., , , ,. �, , '. .. " .. � . ,� ,. 4. � e , "'Fiber 'rolls ar;e typlcill� left " -01* ' If tib 6r rolls'a ` I 11 , . �� �.- ,�,,,� I .� ��. , -�, . I I I d' se of � � � . I I I I . I . 11 . - � " �''. � ". I . � I ,� 1 . I � , . I � I I 1, I � . . I . 4 '1� I ". --- . � . . . I � 1, , " 1 � " -.1, 11 - - ,., _ _� . ,� -, . �, e . . ; � I . . I I . � : . � 11 1, I . � , o,:,; , I : �� I #11 A , 1k i� .1 1� 0. � A I ( , , I , � I". h . 11 � �, 1. �, , t . " , I � I - I I ,/)� I I , vl�', ) Z I . � ., , vj_ " .�t , " , � s dirne nt accumblation "and fill and compact hates, trench 6s, de pressions or any other � . I . � .. , . , 11 " -� I , -,;, �i -i 'j li.,� , " , , �. , � t �� , .� � , -4,., ,., v , , 1. �_ . , . � . - � i � . � � I I '. . . 1. I �� I , 'j � � � " . , � ;,�'! . .1 I ". 11 . .1 . '' t I 11 I - I . � . , 1. I I I. , ; ". ;",.." ., � - ,:. -f 11 I 1". 'A . I I . . I . I . . I I . . : , I 11 ;1� . � �, I I 1. - . . I I I 11 , iW I � I I . I- __. li� I , _. � I- .� I I ; , , I . - I I . . I I I . I .1 � i . I �� I I . I , , - I / ", - � , ,",� . � . . -i , I - , I . ; , . , : I . - ; . � . I I - ' �. . , % � W : I � . I I . I � I 'I 1, " �, , " � .. I. I I,- I I .. , " � ground disturbance tablend Wth::adj2cent ground. * � ' - � �, " I I . I . . . I I I I I I I 1, . "� . . I . I I - __ "-i;,,, . , _,� .6 . I �. � . � . I I I I . I I I I .�, - � � -�-4.:.'- , . . , �- � ", Refeftb Installat!'n detail below� �, I- " , � 11 I I I I - - NOTE: ' �; , �_` �,, e - I 11- , , , , I..., -___ , ,,� � . , � " . . . 0 �. � .1 .", , �' 1-�. "� .'' . 1. I I I - � . I I . . I I . . I r, ,. . 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I " - ,v_ .i � - I � . .- . , . .! , `,'.--�'-'.',Areas where erosion Is evident shall be r�paired.., Straw mulch and "roseeid'shall be re-applied as soon as t' 2 %o _____6. � I . . . � . � I � " I � �,.t - ,� ., , $:� , i ,-,f �,," , I � . , � , I _ 1, �:_ - ;4, , I . , - - 1; �a . I I I I I � I . . I . I I � �, . I . � , � - ", �, I - I � � I - 1', 1�, .� 1. , �_'-��,,: � _ I I � I I I " . I . . 11. ,�.', ; , " ,.�, P; ,il ,,61 i� fble.�Qre sh�ll bi'O�rtlwd to min'Imire'the'darnage W protected areas,obile maldng repairs, , � I �1=1 !� . I I . . � � I � I I " ; I ; , .11L. . , " ,". -�_ .- , J , . �* . - ooss' as any area I I . - � - . � I . � I I � I ; . .�, . � , , ,,'�i, 1_11 , �-;,r-`�` ` I tr'�� - I . , - Of strgW L, I __ __ . I . I I , I '. " 1�.. � � ." ., . - I I , , - . - I I ; , � I I . , I �,�,,',�q -,-.'t _�� �.^,�, ,�., 1�1. 4 � ': 1, -1 , I . � . dairiiaged will require re.oplicatioh . ,� :i _. I I . . I . . � I . . I I . ,�. I �_, � � I I '. i U) . i - I - < I - � :, 1� .�, " " -, I , ,�,;P, *, �, I ,� � - TnUlchandhydroseed,- Repairof replace split, torn; unraveli fig, or I "" L __---- . - I - I I . I . . L I I . I I I . � ": . 1i "", ,�,, ,7. .. I . "i" I . . .I'- I 1. . I . I � , - - . "' I :, ;_, , , , ., . I - � , , . . I I . I I I I I , " � I -, . , . ��,.j - - � I , �, � -,.',' .... . o s urnping fiber rot Is , -�i . ; , � ' ; ." .� -,.; . . � . . � *1. I . , . . � I � I � I I . . I � � I , � , , , , . . I � , . I . I I , .. �,, A � � � I .� _. ., I . I 1. . � , � "I � I 1.� � � I � I I I . . i I I . . I . �, , I , ,, " , � .;. � %-,: 1, , ,,�,-, ,, "I �� " � . I , - �;,� - -,. % , . ,,� , , , : " - '' � I . _ I I I , I '. _ . i I i . I I 1 99 1 1 1 � . - � 1. ��, . . I � . I 11, , I � , � j ','.i;, .1 . . r I .1 11 ' . ' . I I . . .� I . .', . I - . I � � ` L. I . � , i 1, I..; .__ �'!. . I I I � I I I I I I . . � . I I I I . . . � � �. I .,--'t, 11:�;, �,. "'. , 1 , I, r I . I � I I I , _� � I ,� - " `-,;--, . I � . � I - - . L � . , � � I ''I L 1 - I.", 1. . I � . .1-1 , -. I - ,. , , - , 11, � . .. .11 .1 , , I �* , - - " ' 'aybe reqnired to maintain iffective. soil stabilizatiori over clisturbed ' I I . ", ,., , , , ,; - � -PT 4',' t _' , ," - � i'.,J'�"-L" �' . , �Reaplili6ation of straw mulch and ta ckifier m 12 DITCH , I . I � 1� . ,: ,� ; _. , ' � . I : I I � . I � I . I . I ., _ 1, 1, . ., � -1 I 1, i ��! -, �,: - - I * , � I I � .. 1. . � I I � I , . I I I , � �� �. -11 , _� I I,- . � ., . ,� , . . I I I I . I 1; . 1, � I I 111. I I I . 11,` . . .. �', �') , ", , , � � I . . I . " � , � � . . I I . . I . . I I � I I I . � ,. - - . " ,� o ,A,,A� - , , , . . , I `.. ��' , .,f,,.1,3reas and'id 60s.' -, .-:" , "" ."', -',,--, �_, .- .�:`. - � . , , , . , I . � . � � . i � I I , ,,�%,, - , - , . ,,, '_ , t �� . ". , ,,,,,,, �- , '. I - " i . , , I . I " , , . 6 11 � . I I . ... - , � � - " . 1, - . � . � . . I . .. I I I . . " . , 2 I . , � , , 1 �� - , " ,i _�� 4 , � �, : � ,� I I I I I I L I I � , � � - r,, - .. , ; � , " I . . . I . � I � 1. � � I - � � , , , ���,� , �. " , , . -, � . . r ' V I ' L I e I I . I - - . . � - � � - � � , L I I . - " - : , ,,, . . . � I I I . I � . . I I I I I � . . � I � I : - . , , " I I .,- � Z 1. �-, .4 - � ", - I , , , , ., V see . " � I . � I r . � 95 . I � � I . � I I . I � . . � . , . I .. . I I I I _,� � 0 1 i_ :. I - I � - I ie.'the area must ore-seeded.ferblizi�d.aTidftulchad 11 . I . I I I - I '. , I � .��, �r,,` , ,,;�'. - L *� %Wfidri * i di fal Ito -gi§rminafe, br t hey g6rrnin'ate'and dl ' b- ' I . . I � I . I I , 4. , � ,_ -j� - I , ""., ., 1 . "' i - . . - � � I I . . I I . I . . ; . . I � I � ''I � . I I I i � '.'".-_, L �.t "" , , i ':,.r �,, �! �', ) " " � 1 18 � � . � " ': . ., � , I.- , . . 11, , � , , . I - - - . �., � , , . . . . I r . . I I . � I � I I . I . �, I " 11 , _ ,,.1 � 0 _I , ,," , _ , , " ' if " , " L I . I �, � I � I I I I . I I . I . I I . .11'. � 1, I I ; "� *� , ` ? � 'Ili .- : -.� " � . _. ' - � "� . .....,:Wthin the planti .,. . I I ,�, . I L I -Now-..., I. ON- "I I , . . L I . � I I L. . , � k --i-:r",�,�,'% � _;i". ,..�.'_ �.. L��,.� �L . � , ng season iiising hot less than half the Lariginal application rates. ., � , � I . I I I I I �',.. .1, . I . I . � " . I . i �. I . , ". . � I I � I I I � " I I I . I . � . 11 : � , I , ,I. - ,, - ,, , � ,", - , T, ,,:,, -, , ., ,4-- rrigition tystms,l appficable,,shall be inspected diilyi*hile Kuse to iden system malfunctions and line - � � � I 1, 1. . � � . �. Z_ 147,"L% �, � . I 11 , ,_ " ,iA j ' C - k,' ,, -, I I � � . I - : I I . -1 �,- � 4._-, - � ,� - . tify . I . � . � L I I . � ,� , , I . ' � 4 " .. 1. 1. �, I I I I I I . I I ,. I - . I I � .,�,, I , .1 , I - " , ,,k, ," �' L .. �. � :7� 1 , . I � ., � � 1 L I I I I : % , "'. .. �'!" � I . - ` . � . 11 I I � i . I .� �, � . . . . I I " 1. � -1 11 I I I � , - � , _ � �, � ..� .i " , t-'�,',"'f_ �`�':, �' -.:�:,A:ir6aks1 When line breaks*'e detect6d, the systern must be sh�dcjM immediateb/and breaks repaired b efore ,,,, - - - � . I � . I � � I , .. � J, � . , � .�,� - _11 '..-`.' :,; Z ,,�, _ ,,�� - -.A� ,- , 1 �� I I I \_ , �, � , i. � .. - ". � I ��. �. � , . . .1 1; '. I ' I I . � . - . I .� . - . , .Ir�,,.* , . � - I I � I L � I . . . , . � I I - I I . . I I I � L - � , I Ir . : _ , -11. 11 . � I I .1 I I . . 1. L � . I - I I .. 1. .1 X'* . . - I . I :, , " , � . '. :, " -,4- ,� -�� -,� " , - , "�'` �,�� �,'.` the'SySt8m is put back into opef�ition.-Irlridgfion s*emshall be inspected for complete coverage andadjjusted a's . I I - I . I �� , �, � , " �, � , , *-f , , - . 11 F , ; .'� . _ . I I . I � ,V ,,� . � I , I I I L � I I �, . , _.�., �' t'� � ,�,,�: '� I I ". - .'� ""�,%.� _ ,, r,,", ', , I I � I � � I . I - � J . I � I � , r , , , , - ., _ r', _1 ., , " '�-"n�ededtot�aiftaih6bhvletet6ve, ge.,',,� 1, I � I I , . I i�l . -, I'., � � 11 I I L I I � �'. 11 11 �, I �' 1� I I i. v, Z '. _ ,4 '' , �, � , %. " - , �,, " � ., 5'� 1 1 1 1 . I � I I 11 ��, ,,L. ; _ .1.1 �, ;., , 0 � I . I , I . 11 I I I I I . L I . I ; . � I � I � I .. I '. , � I.Ai �P � .� ." ., � ,, � I I . � _,_1 _e . - � I � �� , � . . I . � I . - I . i I . I - I, I . I I . � I , � I I I . . � . I I I L - I ; I � - - .: - , I ;_._ � e_ I I . -, . I . a . ;� -": , � , � I � I I I I I �, . I � � I I I I . . � � I I -1 I I I . I � ._1 .1 � ., , e�� , I I ,. I � , I _ .. � � I I I I I - . I : - � � � I . I . � � I I I I TInKI o A Tr, I I I . . . , I . I I I " �..�,, ,;,!,�. I 'I- I I I � I I 1 11,4A, 1 � , , .,: , 'I-, 2 - 9 86diniinf.gia be teerne'ved frb M"(1her �6'ftsir�hen sediment accumuiafll��'r'each,es ont-half �the designed ssediment I � . I , ,4 � ,� � - � , " � s " . � , � , �,, � - � , '. v, 4 t- : - , . . , ,. I , , , � . . 11, I L . . . I .11. I I I I _ I I I � . . I I I ., 11 . � I., � ,e - , � , _� " ,.� �� !.��,,�',. ra C , I L . I I .1 I I 1% � . 11 KTUR . � . � I - �, 1� . .; . ,� . I , - ., I , . , I . I 1 2,000 lbs. Straw/AC . I -, I 11 I 11 I I I I - - I 11 I 1� I .,�* - " , ,.� ;�: ,,;*, C-'. � I sw It depth,�us�allybrie-�haff the distanca'bet4eh the top'of the fibe�rbll and the'adjacent ground surface. ,� I I I . 6-,;,I 1:, - , *,� ".i. ", A, _ , 2i _ . .11 _ . ' - . . . 1 .;7;: 1 1 - � , , V- . , *I' � �, __ I - �., edim �' re v6d during maintenance ma 'be Incorporated Into'ei airthmrk on the L ite or disposed at art , ' ' I � . . I . , I . I � � . I . \. � . I I � - � � I I I I . I I 11 I I .1 I � I I . I I I I . I I . I , i I �, � .. � -1 "I 'A", '!��, ! 11 "I � i. , ,- ,,, ,�i --ii,,>'�,0A,-�," I �. ."t ,.� , , -'s ent ma y s I . . . . � I I I I - ". .1 �, , r', , ''. "'i, 4 ..., � . I , , , ,. � , . 4 . I . � I I I I I I . I � I I I 1 1,500 lbs. Wood , I I . I . I I - . . 1. . 11 I �.. I ., 11 I 1� " , , �� i 4 t, ." ` iI. : _;�,,rV �', - , , !:, , . �! .�.� , � ��- - i, - approOriatd l6c2tiOn"I'L -I'; .,L:.,:' � . � ,,, .,.�: . , �11 - - ' .1 r " ' ' - . . I . I I � I ' I I jIber/AC ' I I I L I . " � 41 , , _, I I " ,,� , . . , "_L ,�', . �, . I . I I I I L . . . ". ; : - - . . I . � I I I C r "I . I - � I . . - , ": . , , .�, , . _ .1 � .. I I .. I , . � , .; ,� I I I . -11 , , 4 �� ; I " "', . " . , _ I . L � � *,-., ,-, ., - - �.. . .� ,� I , I I ' I � I I � . I � � I .- I � . I , � �,,i I 1 111 1 "-,;�,�l ,' � , ,� . , � � . . I , I - .1 I . � I 1 120 lbs. Guaar bass fickifler/Ai I , I ; 1. -11, . , , � " , ;� � �, , , - I '�� . � �.; . 4. - ,�'r, L, , , I 1, I , � '1� . . � I . I I . , " I - "'. ',,*., ". : ;';, - . i I.D ,�,` ��' .' ' *;."';,"�' .. ""-, '_ ' ' � ' � " ', I . � I 11 I I I . .. � 1. � . I . I , , , . : . -), , '_ " t 5, ., -,. I 6?�N * _ ' , , � "; , � � � ' �;L - ' I �, . .- �. . . . I I '': � - � , , � , � � "'; , '' ,!,� - f * Fte 'I NTS � 1� 1. I . � . I 1 12' GRAVEL ROAD DETAIL , , . � I I . � � : - I � ,i.", . "�. " ' � � .1 I �, 1. . I I I I I . I I . I I I I . I I I � I . . . I I I ,�� 1- - , 'i �.�,,�.;,.,�, k " :, . , I . .11 . I . -1 � . I I . I 1 20 lbs. Green 6 Gold/AC - I I I I I I I I � . Y I � I 1� - �] ,-,�; ,,:, � �, I I �,� " ."', � i, ,� 1�;�, e � ,A Xh LrAGENCY PEOU! ME ,.- '�.' , , , " - , _* , . , I>' � I . I . I � I � . I I I I -,;� - . I t , . , . , . , , , , � - %, , � ,.� , . : , � � I . I . � I . � .1 . , I .11 � I .., . 1, '' , ��,:,. , ., .,�, t_'� � - - 0 41. I I � I . L � I I I - . I I I 11 " .. �. � �.' , I . � � � . , , , I .. � ��f_ ,,��'t�' .� - - , �� t I I I I � I I I . - 1. � ?., , I I � '. ` , 1 14 ";, - " 1 "�' "' " ' �t - I ' .4 or'mo I . 11 , . � _ , , - . . I �' � � ,� I I -. 235 � lbs. 15-15 fertilize/AC � ' � I I � , I � I ,I; Z � �,- - - %* , "�' I __�. � , � �f,, ,.*.. _-, , � � . �. � 1f one riacres of ground is disturbed, a permit mutt be'obtained fromthe State Water F?esources Control., , ' ' . I I I I I Z". ; .. �, � � �.!...,.� " � . . � � I . L . I � ., � � I � -.�_ - . . JL' I , � - I I I N.T.S. I . I I I I I - I . I . I 11, 'N ..:I- �_, ", ', I 1, I . I , � I , 11 . . . I �, '. � ", . _ - . �� . -�;i � " " � " , ", .�' �.�,'*-I',�'.', ,:.". j -.!.., *, , It- Board CSV�RCB)priorto construction. Contact Scott ZaItzWth'SV%M8 at(530) 224 4784 forftre infcftation.',' . I I I � . . I I I I I � , I - I " , ,,� I . .- , I _A _, ,- . I ". _. . -1 11 -1, - " i . I I I � I . � � � ,� " , � , , ��1111,� .�_ �.,! 1, i , 1. I -, - I I a I . , Pro � I I . I Ir I I � I . I I ., 1, I I., . . � . I . I .. I ._ . I - , . � � , , ,,, :, I , I . � I I I I , � I . I . I - � I I I � I - - � .. . , I I . ,i _1 � 1, �.! 11 �' I_. i .41 ,` , " , � , " ` I .. If " pertyi.islocatid ab"' 300 ft:tlen�afionandexcavabon` exceeds 1.000 cubic yards or 10 feet of,vertical depffi I I I I I I � . . I � I I I . . � � .. I � . 1. I I 1. ,� , I i Z , I - 11 ..:� I .� 11 , - . I I I I I � � - ,-a -1 il. I.- -� "' �' � .:: �11 . . , � I � I . . I I , I I .. . � ". " 7!� ' - , - '. , � , * ,.,. * . . I . . . I I � . . . I I � I I I - , , " I �,"�O,ir'.�r.:".`;_:. I _ i, . , -In either excavation or fill 9 grading permit maybe required.'Contact the Butte County Land DevOlopmenit " . I . � . I � I . I I 1 4 . I . I � I . " I �� ri �.,-, , ., I ,� " _, � I '. , - , , `4-', Z-_ "', . ,., I . � T I :� :: ", , :' �.' 'i, ..� . , " '! , - , . ' ' � . I I � I I I � I . . I I % . I I . I . I . � . I I I I . . I . , 11 �, ., I I � , . , . , � I � ,� � , �,, , . - � , L - , ' I . I I I I I I - . . . I I I I . I . 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