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069-590-036
• r]P .-yus.7p•�r.y�-•-.. f; �'-..,,., i .�, _. ,e _..ry, .;.lnti'�r f- K'�.{. ♦w.. wr. +s--._ � y ,.7-+wis..'. •-��-.`S^ .r '�,+�....v'.. •e •'r..ry�.lp 069-590-036 44' 3 �" i S R; 9�,�2249 KOHRDT, DAN S ,t ti : " •.; 5295 OLIVE HWY, OROVILLE CONTR: OWNER _ t �: DEMO �. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 447- PERMIT N (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 069-590=036 ZO"M BUILDING PERMIT _. Ttf-�(j70 SO. FT. OCC. BUILDING VALUATION DWMIULI TTIGE RD, OORVM. CA 95966 CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ . ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 2 • ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ B`nMc�DRE,s� NE NY, OROVILE Y, VL Energy Plan Checking Fee $ $ PERMIT FEE $ 45.00 LOT NO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other COIMCIAL SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each 9.,✓S water heater Or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DEMOLITION Gas piping system 1 - 5 outlets 15.00 Building sewer , 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 - 600V OR LESS Main Service 20...R LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions f Chapter 9 (commencing with Section 7000) of Division 3 of the Business and ProfessT fps Code, and my license is in full force and effect. I License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law f the following reason: 1 , as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed gontractors to construct the project. I ❑ 1 am exempt under Sec. Business and Professions Cotte for this reason I Main Service TO 46.00so 7200A CCU000A NEW CONST. DWEWNG OCCUP. OR ADDNS. D7 ACC. Bins. SO 3.5¢FT: INjpp}RES,p. MULTI -OUTLET 97.50 POWESINGIE OUfLEf PPARATUCIR.S 8 R A Ex. Occup. OUTLET oRFIXTURES 20 @'.0° BAL @ .50 Ex. Occup. OUTLEEDTA g6IO.OElI 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following deciaratio6s: "' ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. .I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' omp sation insurance carrier and policy number are: Carrier t MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need rfoYlMcorFpldted if Wpermit is for work of a valuation f one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of Cal'rforni , and agree that if I should become subject to the workers' compensation provi ons of section 3700 of the Labor Code, I shall =!yOth these r visions. X Date 3� Sig a ure of Apr cant - ❑ -eX ❑Contractor ❑Age An OSHA permits required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 45.00 HAz. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By' Date PERMIT EXPIRES ON - U Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1 Poole Blvd. Ste.102 •. City, Ca 95993 1 1 December 28, 2001 Meeting Minutes from December 18'h Meeting Attendees: Mr. Stuart Edel - County of Butte: Mr. Tom Kuykendall - County of Butte Mr. David L. Swartz, - California Engineering Company Purpose of Meeting: To discuss the detention basin located near the intersection of Kelly Ridge Road and Rachel Drive. Currently there are two approved grading plans for some commercial property located between Highway 162, and Kelly Ridge Road. Parcels included with these grading plans are noted as APN's 69-61-003 and 69-60-045 for grading permit no. 1, and 69-59-036 thru 039 and 69-52-007 for grading permit no. 2. ■ Grading plans were prepared by BBA Engineering. ■ Grading plans were approved by the County on 11/2/99 (both sets) • Grading plans were approved in conjunction with a drainage study performed by BBA Engineering which was reviewed and accepted by the County of Butte. • Purpose of drainage study was to estimate runoff near the confluence of Kelly Ridge Road and Rachel Drive and size a detention basin which was to function as storm water mitigation for the water shed draining to this area before crossing Highway 162. Within the shed area, Ridgeway development owned some ....................... in.acreage.,(sliould use -current, acreages) acres of property, thus the basin was sized to not only mitigate the post development potential of the Ridgeway property, but was also intended to mitigate other off-site property believed to be contributing post development flow to the noted confluence. ■ Due to lack of stone water mitigation of prior projects unrelated to Ridgeway Development, a flooding problem persisted whereby storm waters overtopped Highway 162 at-westof-the intersection of Kelly 'Ridge Road. ■ Over sizing the pond was not a requirement imposed by the County, rather a Ridgeway sponsored idea to assist the County and Cal Trans with a chronic flooding problem, resulting in not only overtopping but also flooding problems further downstream. • The detention basin is located upon ground which is currently zoned SR and owned by Ridgeway Development. • Onceconstructed and after the appropriate operation and maintenance entity has been established (possibly, a._County_Service_Area), the Developer was going to turn over ownership of the detention basin to the County. ■ Ridgeway and the County were going to negotiate some agreement such as the transfer of lots, or perhaps tax credits in return for the offers of dedication as well as the over sizing of the basin ..... The County is willing. to, enter. into a_reimbursement. agreement. for.oversizing of facilities_ to allow future.developm_ent to pay its fair share and is willing to discuss development based on density or clustering, • More recent thoughts relating to the design were that the current mode of discharge from the basin could be enhanced by installing a single pipe with carrying capacity equal to the arch pipe underneath Highway V 162. less _the .natural .runoff _to_the .,arc .pipe .which _is._not _routed .tlirough_the.,pgq verses the three individual square orifices currently proposed on the plans. This would be a change performed with acknowledgement from the County, however plans would be prepared as "record drawings" once construction was completed..,_Engineering_analxsis_of_the.proposed_.pipe_to_be._submitted.to ,and_approved by the County prior to placement of the pipe. Furthermore it was discussed that the location of the 48" pipeline upon sheet two of Grading Permit plans No. 1 could, if so desired, be relocated inside the existing swale traveling across the property, and that that swale was, in fact, man made and could be covered or disturbed otherwise. Of course this would have to be first worked out with the State Department of Fish and Game. The County indicated a willingness to assist with this matter. County will need to see -.review and approve calculations for the sizing of an appropriate outlet from the detention basin. Ridgeway may begin construction of the detention basin with proper_permit, notification to the County and payment of any fees due at any time also pending weather. December 28, 2001 County of Butte $tewai-t-Stuart Edell 7 County Center Drive Oroville, Ca. 95965 Re: Transmittal of meetingn-inutes from December 18'x' meeting and request to begin grading work pursuant to Grading Permit No.'s 1 & 2, with minor revisions as noted. Dear Stewart: Pursuant to our meeting, I wanted to be clear as to my understanding of the current situation related to the grading permits No. 1 & 2 as well as peripheral issues related specifically to the detention basin proposed. Succinctly, it's my understanding that we may begin work related to the grading plans now, or as weather permits. Is this correct? ....... tohavefrom................ Building_Diyision_ofDevelopment Seryices._(like_the._one_ Dan_ withdrew.. previously)_and then_.you need to..pay the plan_check_and inspection_ fees.. Furthermore, it's my understanding that the County would prefer to alter the plans slightly to install a single large pipe at the pond 6utlet, sized to match the flow capabilities of the arch pipe underneath Hwy '162, instead of the series of orifices proposed by the plans currently. Yes There may be some other revisions to the pond we could make as we get further into construction, such as the interceptor drain. We would expect to work closely with the County on every aspect since the County will be assuming ownership_.(County.will..only, assume. ownership if the appropriate. entity .is ,established_to_operate, and„maintain_the, sy„„stem,, usually, a.,County. Service Area of the pond area, to ensure the construction is performed to both the Counties expectations and ours. Lastly it was my understanding we need to be the catalyst for determining the fair and equitable trade-off s for transferring of lots to other adjacent properties, tax credits and things of this nature...._(What_areyouu,.talking_about?) I would appreciate a response in writing of those items I have misinterpreted, or even if the county is in agreement with our intentions. We appreciate your favorable consideration, and look forward to moving in a positive direction with this project. Should you have any questions or concerns, please feel free to contact me @ 530-751-0952. Sincerely, David Lyndol Swartz, P.E. President, California Engineering Company cc: file Dan Kohrdt — Ridgeway m Robert Greenlaw — Department of Public Works MASONRY WALLS N E S W 1st Lift r . 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLSOccu anc Area Property) Gypsum Board _ 1st Layer 2nd Layer Walls ,Ceilings i COMMERCIAL 069-590-036, 37, 38, 39 99-2449 KOHRDT, DANNY & DELETA 5295 OLIVE HWY., OROVH,LE CONTR: OWNER �WfINTERIZATIION U el Vn�,� CaE1NTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLhCATION AND PERMIT ASSESSOR PARCEL NUMBER 069-590-036* 37,.. 38 & 39 ZONING CZ BUILDINGPERMIT OWNER Y1AiiStV !�� & DELETA KOHRDT l/ 1� f i i7 TELEPHONE SO. FT. OCC. BUILDING VALUATION EST 10•000 .OWNERS MAILING ADDRESS 3210 HERITAGE ROAD, OROVILLE 95966 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER " Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ln.f) 0 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20•00 Permit Fee $ 117.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 76.05 BUILDING ADDRESS 5295 OLIVE MY., OROVILLE Energy Plan Checking Fee $ G PERMIT FEE $ 211.05 LOT NO. SUBDN610N'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome .1b Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: WiMMIZATION 7 Gas piping syste!!! 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service Hoop oa LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWEPS License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors LicenseEx. Law �fo5r9the following reason: CII, as owner of the property, or my employees,with wages astheir, sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO ,000A 46.00 NEW CONST. DWEWNG OCCUP. 3.5QFT.. ADDNS. ( OCCS NOR EW CONST. MUL�T,C-O ET NON -REBID. C a SINGLER AourLETPARATUCIR. Ex. Occu OUTLET OR FIXTURES 20 @ 1.00 BAL @ .50 Occup. oFuT�is RAID °Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ED" I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier ti/.4_44 (JA] rt C,"z. C u r C Policy Number r A) r— n 1 Z6,11 rt{ (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' comper(ation laws of California,, and agree that if I should become subject to the workers/compensation prpli ions�of section 3700 of the Labor Code, I shall with thos4 p ovisions. forthwith co2111�41_t"Zll '� X . Date S'pnatur of Applicant - d Owner ❑ Contractor CY Agent An OSI permit is require for excavations over 5'0" dee and demolition or construction of structurs over 3 storie in'hei ht. P g MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 213.05' HAZ.-t D. FEES IMP FLOOD 1 COF PARCEL j v HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above forlwhich fees have been paid. /�� / Date PERMIT EXPIRES ON / ;?, /6/? G ate Receipt No. p O' l l . %� WHITE-D.D.S.-B.D. CANARY -ASSESSOR " PINK- RSPECTO - GOEDENROD-APPLICANT I'd J=OK O = Not OK = Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 2. Ftg., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Handicap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -ins. Protection'. 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. FI.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. f (NOTE: An entry must be made each COMMERCIAL Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic 0 Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric { 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occupancy time you visit the job site) COUNTY OF BUTTE _ Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES _ 411 Main Street'* Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 22 6W14ER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, Please contact this office immediately. en t cl` y 1 Date t Inspector. REV 1 /92 t COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT ' Y ASSE,$S�Qq`AZD"I2 BUILDINGPERMIT OWNER DANNY ASID DELETA ROHRDT TELEPHONE 589-5670 SO. FT. OCC. BUILDING VALUATION ? 01 GWN5 71LI�MAXWELL HWY, MAXWELL CA 95955 a o CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRRUUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 'A'A/mMA ARCHITECT OR ENGINEER GDA LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS 220 GRANA AVENUE, OROVILLE 95965 Plan Checking Fee $ 201 8 BUILDING ADDRESS V a �� � Energy Plan Checking Fee .. $ 23,00 $ 0va,VIL.1,e PERMIT FEE -Aq LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE T SF ❑ Duplex ❑ Mobilehome ❑ Other OFFICE SPECIFY Each Trap 7.00 211-00 Solar or heat pump water heater 23.00 Water piping 15.00 1 37W Each gas water heater or vent 15.00 �-.- TYPE OF WORK New ;O Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NW OFFICE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S 71.00 ELECTRICAL PERMIT Filing Fee 20.00 1 + Main Service ".,v, OR LESS 23.00 V3.00 LICEN ONTfiACTOR'S. DECLARATION I hereby affirm un natty-of,p jury thatd` m licensed under provisions of Chapter 9 (comm with Section 7000) of,Division 3 of the Business and Professions Code, ark icense.-is it full force andyEffect. L� Ase�C ass �r Llc. No. OWNER -BUILDER DECLARATIONSAL 1 hereby affirm und, penalty of perjury that I am exempt from the Contractors License Law for the folloWil g reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, - will do the work, and the structure is not intended or offered for sale. �0- I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Jr �olicy Number Fhe above sections need not be completed if the permit is for work of a valuation of one Lhundred dollars ($100) or less.) 01 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Cade, I shall forthwith comply with those provisions. f - _ X Date Signature of Applicant - ❑ Owner ❑ Contractor O -Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. t Main Service 200A TO 1000A 46,00 NEW CONST. DWELLING OCCUP. SO OR ADONS. ( a Acc. BLDs. 3.50x: qC ry� NEW CONST. MULTI.OUTLET 0 @7.50 '/ 5. V V NON•RESID. c POWER APPARATUS a SINQLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ ',0 FIXED APPLNS. OR Ex. Occu ovrLETs 111=6. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 118.00 MECHANICAL PERMIT Filing Fee 20.00 Heating HEA`r PUMP 1 15.00 Cooling AL .00 Hood 6.50 Ventilation 1 4.60 4.50 PERMIT FEE S 511.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 66.00 Occ CONST. TYPE 8��.83 TOTAL FEE $ HAZ `1T. F Mg -' FLOOD Y -r- CDF � ,PARCEL Pf) 'HD (ISSUE �r This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have I , By PERMIT EXPIRESON #7f the applicable. provisions Resolutions to do work been paid. Date /6."'/Zp+JG' Dale Receipt No. 2651.33/290.$3 Qrl 1-kH to WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR rf GOLDEN ROD -APPLICANT COMMERCIAL MASONRY WALLS N I E s W ? '1st Lift 2nd Lift 069-59-0-06 99-1084 BPEM 3rd Lift KOHRDT, Danny Olive HwyI Oroville 4th Lift knew office) 5th Lift 16th Lift FIRE WALLS (Occupancy, Area, Prop rty) Gypsum Board 1st Layer 2nd Layer Walls Ceilinqs `^ rI ww- V=OKE ' O=Not OK - = Not Applicable = Not Ready Date U DERFLOOR Plans OK except #'s ing-Setbacks- Ease men ts-Flood-Slope-Soil Report Ftg., Main; Soils -Lifer Ground.-Ftg. Depth k_3 -Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. COMMERCIAL 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Reinf. Steel -Grade -Placement Lf_; -81a-6; Steel -Wrapped -Wire Mesh !Z Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test %10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Dat Card B- Date Card B-1 Daj Card B-1 Date Card B-1 42 Date f PLU BING Permit OK except #'s 6. Vater Htr.; V on ir-Baffle Water Pipe; Test & Anchor -Nail Protection D.W.V.; Test -Fittings & Anchor -Nail Protection 1 ase Trap Handicap-W/C-Backing 24- Gas Pipe: Gi Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL Permit OK except #'s Fixture & Transformer Clearance -Ins. Protection 33,-So*q4tPhas€T-ree Phase -Equip. Bond ZP�S' Boxes & No. of Conductors -Stapled Rqtnex Installed Close to Edge of Studs & C.J. 0126�Equip. Ground made up w/Meth. Fastners-Bond Gas & Water 2 cted-Color Coded Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 21J"PtreREsistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30 Service-Riser_Cenductors & Ground -Main Disconnect 31--� antes Panels -Motors -Meth. Equip. 32-1 ife-WeWf Tf-etrations Date Card B-1 Date Card -B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s C. Ducts Insulation & Support ,b�-34. Vent Fan; Exhaust above insulation -Condensate Drain & Overflow; Size & Grade ,�,�urnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet A9-9 Attic Access & Platform if Furnance in Attic 38CI a ion -Roof Access 3 . a pers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Sils Proper Material & Anchors -Hold Downs a Studs -Nailing, Spacing & Bracing -Plates -Sound . Beating Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) Fire Stops; Furred Ceilings -Stairs -Chases 45-geaders & Beam -Size & Bearing -Support Fix. Date FRAMING (Continued) angers -Post Caps -Anchors -Connectors oof Shthing-Nailing-Diap.Chord Splice 4Area-Occp.-Prop. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles u- -am cert. -Placement -Support 5 - g -Purlin-Girders 52=2sep me Firewall & Openings Ext. Doors -Handicap Access s;Width- eadroom-Rise-Run-Landing-Fire Protection plywood on Roof Overhang -Attic Vents -Rafter Outriggers 50. 810111y ttng Veneer 5 Mesh -Drip Screed -Fd. Vents-Underfir. Access 49'Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. hear Walls -Plywood-Nailin -Conn to Roof 60. Insulation a s- s 61. Infiltration -Walls -Windows( 62. Corridors -Openings -Fire Protection -Framing Date 4 Card B-1 ui Date Card B-1 Date and B-1 Date Card B-1 Date FNA (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor -Meth. Protection 73. Plb., Elec. & Mach. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic ❑ Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor O Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; PIbg.-Appliance-Fireplace. -Cl earance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected-C/O`to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) GK�s 2501, 2502 2533, 2534 & 2563 2549, 2550 & 2565 2550 For Pricing see Pages P28, P30, P31 & P32 2500 Series - Thinline frame Curtain -type Fire Damper • 1 1/2 hour vertical and horizontal fire damper, 3 hour vertical fire door • UL & California State Fire Marshall approved • 2" Thinline frame style • Interlocking steel roll -formed blade (3) with roll -formed frames (1) • Blade Lock (7) • Damper manufactured from corrosion tested galvanized mild steel (G-90) • Self locking corner (4) • 165°F replaceable fusible link (2) • Operation both vertical and horizontal mount Models: • 2501 - Square or rectangular for Vertical mount only Maximum dimension 48w, 49h • 2502.- Square or rectangular Spring actuated (6) for Horizontal or vertical mount. Maximum dimension 41 w, 36h • 2533 - Square or rectangular for Vertical mount only Out -of -Airstream. Maximum dimension 48w, 41 h • 2534 - Square or rectangular Spring actuated (6) for Vertical or Horizontal mount Out -of -Airstream. Maximum dimension 41w, 29h • 2549 - Round for Vertical mount. Available 4" thru 40" round • 2550 - Round Spring actuated (6) for Horizontal or Vertical mount. Available 4" thru 28" round • 2561 - 3 Hour rated fire door for Vertical mount only. Maximum size 48w, 49h. • 2563 - 3 Hour rated Square or rectangular Out -of -Airstream fire door for Vertical mount only. Maximum size 48w, 41h. • 2565 - 3 Hour rated Round fire door for Vertical mount only. Available 4" thru 40" round Optional: • 212°F or 180°F fusible link • 304 stainless steel • Sleeve variations (see page D17) • ETL links (see page E61) nenn D5 Ridgeway Development Gateway To Lake Oroville 3210 Heritage Road . Oroville, CA 95966. (530) 589-5670. fax (530) 589-5673 July 10, 2000 Butte, County Development Services Attn: Michael C. Viera 7 County Center Drive Oroville, CA 95965 Re: Building Permit No. 99-1084 Expiration Date: 7-16-00 A.P.# 069-590-036 Dear Michael, In reference to the above-mentioned building permit, my records show that this permit was issued for the construction of the Sheriff's Substation. As we are all aware of Dan had obtained a demolition permit for this building and as of yet there are no immediate plans to rebuild the station. In the event that we do rebuild this building, at that time we will apply for new permits. If you need any further information from me, please give me a call at the number mentioned above. Thank you, s acy A.' ark Executive Secretary BEAUTY DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 ' FAX: (530) 538-2140 Re: Building Permit # 99-1084 Expiration Date: 7-16-00 A.P.# 069-590-036 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: [X] Permit work started, but not completed. Permit may be renewed for 'h the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all conies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the ORUTT J R office. Thank you for your prompt attention concerning this matter. YWrs very truly, C. Vieira, C.B.O. Building Inspection MCV:lt Attachments Chico Office - 411 Main Street, Chico / 891-2751 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 P R T NO. (Rev. 12/96) APPLICATION AND PERMIT //-jo371 ASSVdqAU 36 'Z°N C-2 BUILDING PERMIT °WTANNY AND DELETA KOHRDT TELEPHONE 589-5670 SO. FT. OCC. BUILDING VALUATION 582 OFF 3174.00 . OWNER MAILING ADDRESS 5b71 MAXWELL HWY, MAXWELL CA 95955 234.00 CONT,�L?JCTOR'SR U4NENAME TELEPHONE CONTRAACTORS MAILING ADDRESS CONSTRUCTIONLENDER ONE Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 33408. 0 ARCHITECT OR ENGINEER GDA LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 310-50 ARCHITECT OR ENGINEERS MAILING ADDRESS 220 GRAND AVENUE, OROVILLE 95965 Plan Checking Fee $ BUILDING ADDRESS 52.415 O t I V L NW Energy Plan Checking Fee $ $ 0kvVIUC- PERMIT FEE $ LOT NO. SUBONISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other OFFICE SPECIFY Each Trap 7.00 21 Solar or heat pump water heater _nn 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New )p Addition ❑ Remodel ❑ Udli6es ❑ Installation ❑ Other ❑ Describe Work: NFW OFFTC.F. dal- ` Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 71 .00 ELECTRICAL PERMIT Fling Fee 20.00 800V LE Main Service zo AOA LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do.the work, and the structure is not intended or offered for sale. Nol, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation �f one hundred dollars ($100) or less.) C$ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' comp bon laws of California, and agree that if I should become subject to the wo ets' co ensation ro isions of section 3700 of the Labor Code, I shall �^V! hwith c MID ith 9` provisions. " v.of Date Z� I n ture of Applic n - ❑ Owner ❑ Contractor. W MAJUHtAn SHA p(mit is re uired for excavations over 5'0" deep and demolition or construction�of ructuresover 3 Dries in height.B Main Service 200A TO iOOOA 46.00 NEW CONST. DWELLING OCCUR SO OR ADDNS. ( a ACC. eLDs. 3.5¢FT: "NOON-a°SIOT. MULTI.OUTLET 10 @7.50 75.00 APPARATUS 8 SINGLE OUTLET CIR. .00 Ex. Occup. OUTLET OR FIXTURES BAL 9 i. 0 R91.A. 5.00 Ex. Occup. °F"fuTLEEDrsA DE Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 F� PERMIT FEE S 118.00 MECHANICAL PERMIT Fling Fee 20.00 Heating HEAT PUMP 15.00 Cooling AL 15.00 Hood 6.50 Ventilation 1 4.50 4.50 PERMIT FEi: $54.50 Mobile Home Installation Fee $ Energy Inspection Fee 1$46.00 Occ CONST. TYPE 44.83 TOTAL FEE $$ ,u, FLOOD r coF MD S This permit is hereby issued under the Butte County Code and/or InWyewtfich fees have - 1 PERMIT EXPIRES ON '7// the applicable provisions Resolutions to do work been paid. Date v Te Receipt No.3 CJ WHITE-D.D.S.-B.D. CA -AS R R PINK -INSPECTOR Lt GOLDENROD -APPLICANT 41 L- Pe2"r%, i ,! t CO x Y Q'F CTTE - DEPARTMENT OF D 7 COUNTY CENTER DRIVE - OROVILLE, NT SERVICES - B UWRING DIVISION 95965 - TELEPHONE (5W38 -7541 - PERMIT APPLIP TION DA TA 38-754.1-PERMITAPPLICATIONDATA SHEET v .OWNER:,,7D_�'� ���- ASSESSOR PARCEL NUMBER: 0 J=.� 9D O Proposed Building Use: Building Inspector: Date: Ai time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received • By ❑ 1. 1 ite shave been submitted -------------------------------------------------------------------------------------- 02. 1' t 7aans, 3/4 sets, signed by the preparer of plans. -------------------- --------------------------------------- r q, . o��' flans, 3/4 sets, signed by the preparer of plans. --------------------------------------------------- ( ( — 0 . Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- E15. ------- ❑5. Engineered truss details and layout in duplicate (required prior to plan reviel) No faxes! ------------------ 116. Energy Design Compliiannceeandd supporting documentation- -------- -----------=-------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. ----------------------------------------------------- ❑ 8. HazVous; Material Form. ------------------------------------ --------------------------------------------------- 1 C13.&Ad ired Home data and installation instructions including Tie Down Specifications .------------------ _ '� -, — ------f =—--------------------------------------------------------------- ees as shown on the attached schedule. ----------------------- _ -------------------------- a Department of Forestry plan approv�------------- a, vation certificate. ------ate`----------------------------4 ---------------------------------- Sanitation and plot plan approvWAA Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- A': -�.- " • S ❑ 6. Plot plan and business license approval oe�C of Biggs. ----------- ---------------------7I f_: _ 9 ___ Planning approval for (A) Us'.,t®' �, . ..-(B) Parking: O --------------------- =' S_1Z_5 9� Contact Land Deevveelopmtnt about Improvements, ❑ Drainage, Legal Parcel. OK-� -=(----- '7 J6 y (yr,C may. Encroachmeilt'Permit for driveway (construction approval prior to occupancy). A =f------ "LG 5 ❑20:^Pr -inspection for required. Request to Building Inspector on E12 1. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 4 ❑22. Workers' Compensation carrier and policy number. --------------------------- F'---------------------1-------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- tter of signature authorization. ----------------------=--=---------'-------------------------------------------- . Recorded copy of Agricultural Acknowledgment Statement. --=----------------------------------------------- ❑ 26. Letter of intent on building use.---------------------------------------------------------- ------------------------ ❑27. Manufactured HUpme utility clearance. -------------------------------------------- ------------------------------- ❑28. Existing violations and/or expired permits. ------------------------------ --------- ------------------------------- ❑29. ❑433 A, []Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ Other: 11q-5',6kAfA O %&k R{Cs 42�zJ� Qty �u issue the permit, process asfolows ❑ Mail to owner, ❑Mail to ?ele�pone,5,el�6 % U and hold for pickup at YOAEW C2 qLq Q y me Mo L� /lepplicant Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑,%A Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Qr (Date) Pleliv5pwp inspector. �" c Date: Date: .. w., r' By: i f Date: P' 1. Index permit application for the above items numbered:_/ 2. Additional items required: `— Contractor, designer4!�was advised of the above required data by ❑ phone 1)Y ❑ Building Division counter, by Contractor, (�� owner, was advised of the above required data by ❑ phone, ❑ mail, V Building Division counter, by Contractor, designer, owner, was. advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Contractor, designer, owner as advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by !!rewed byDate:= Plans approved by: Date: ets of plans on hold ' , Plan Cabinet, 0 A.P' folder. Note transfer by: Date: 'Check Date: _ Date: < Date:' Date: COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER�ls2�t �l ++ A.P. # 0,6 9_,s7v— 3 PROPOSED BUILDING USE Ste, JAC ;�� � .- ,s AL J-0 o DATE 2 1 RECEIPT # DATE REC UILDING PERMIT FEES C? -- B ce Due ................ $ h �/� a0 - -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ �CHOOL DISTRICT FEES//a to wt (paid at District Office) HERIFF FEES (paid at Building Division)p� sidential ........ x $360.00 = $ l Units Commercial (sq.ft.)... S L� x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$_ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) &A FIRE INSPECTION'AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit applic , I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be ch , g duri g the plan checking process. P4PPLICANT DATE✓ Pursuant to Govetnme t Code S ion 6 20, 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 ays fro the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The require nts for I protest a specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) June 14, 1999 Danny Kohrdt 5671 Maxwell Hwy. Maxwell, CA. 95955 Assessor Parcel Number: 069-590-036 Building Permit Number: 99-1084 BEAUTY DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 This office reviewed the above referenced revised building plans. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the'requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the Aesigned elements and cover sheets of calculations. Provide -additional information and/or make revisions to plans, specifications and calculations as follows: -The revised building plans, with the code analysis, do not have the required engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans. The architect of engineer of record shall be responsible for reviewing and coordinating all submittal documents prepared by others. Please provide the /"revised building plans with the required approval by the engineer of record. The total occupant load of"15" has been indicated in the project data on page 1 of 4 of the revised building plans. Based upon the requirements of UBC 2902 separate accessible facilities shall be provided for each sex when the number of employees exceeds four. Please provide clarification. 3�This building must comply with the Essential Services requirements .listed in CBC 16A. A 0Location of panel nailing appears to have been added to the North and South VVelevations of the building plans on page 1 of 4. Provide additional clarification about �i the location of the "Plywood Shear Walls" and the HPAHD22's on the building plans. Obtain Sanitation and1 planapproval fr m L p of p a o OAPUD. �6 Contact Land Development about improvements and drainage requirements. Balance of Building Permit fees = $554.00. Sheriff fees = $17.46. Complete and return the enclosed Butte County school impact fee certification form. dI Encroachment permit for driveway will be necessary. P!L,etter of signature authorization. 12.'Recorded copy of the Agricultural Acknowledgement Statement. Additional items may be required when the Butte County Building Division engineer of record reviews the building plans. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Glenn Gibbons Plans Examiner May 28, 1999 Danny Kohrdt 5671 Maxwell Hwy. Maxwell, CA. 95955 Assessor Parcel Number: 069-590-036 Building Permit Number: 99-1084 BEAUTY ULFAHTMENT OF•DtVtLUPMtNI 5tHVIGL5 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 This office reviewed the above referenced building plans. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Provide a complete code analysis for the entire building. 2. The proposed restroom facilities indicate that a shower will be installed. The entire building must be made accessible to the physically disabled. Therefore, the shower must be made accessible. 3.. Indicate the location of the plywood shear walls and the HPAHD22's on the building plans. 4. Obtain Sanitation and plot plan approval from LOAPUD. 5. Contact Land Development about improvements and drainage requirements.. 6. Complete and return the enclosed Hazardous Materials and Emissions Questionnaire. 7. Plan review will continue upon receipt of the above items. Additional items may be required .when plan review is resumed. 8. Balance of Building Permit fees will be determined when the above mentioned items have been received. 9. Encroachment permit for driveway will be necessary. 10. Letter of signature authorization. 11. Recorded copy of the Agricultural Acknowledgement Statement. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00.p.m. and 4:00 p.m., Monday through Friday. Sincerely, Glenn Gibbons Plans Examiner � ��—�..s a.r, — � �,.�.� _ ��: i -, 5250 Olive Highway, Suite I, Oroville, Califomia 95966 Phone: (530)589-5670 Fax: (530) 589-5673 Letter of Transmittal To: Glenn Gibbons From: Lynn A. Judd Fax: Pages: Phone: Date: 06/30/99 Re: AP No. 69-59-036 CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle We are transmitting: Number Date Description 1 set 6/29/99 Grading Drawings for Sheriff Substation 1 Set 6/29/99 Drainage Calculations 3 Sets 6/29/99 GDA Responses to your letter of June 14, 1999 1 cy 5/21/99 Planning depart approval Icy 6/21/99 Letter from Sheriff Mackenzie 1 cy 5/28/99 Letter from property owner authorizing signature of Lynn Judd 1 cy 6/24/99 LOAPUD approval 1 cy 6/24/99 School impact fee certification form 1 6/25/99 Agricultural statement of acknowledgement COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION p7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: Z)- e6 `i td — ASSESSOR PARCEL NUMBER: O 6 /P IS 90 — O 2 Proposed Building Use: 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. 02. Plot plans, 3/4 sets, signed by the preparer of plans. ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! 116. Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. 118. Hazardous Material Form. ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications. WI. -Fees of $ SL 9, 00* — ❑ 11. Impact fees as shown on the attached schedule. Ert'l. California Department of Forestry plan approval6b ❑ 13. Flood elevation certificate. Z'I43.. Sanitation and plot plan approval&"a Department. ❑ 15. City of Chico plumbing permit. ❑ 16. Plot plan and business license approval from the City of Biggs. r 9 � Planning approval for (A) Use: 4� (B) Parking: O� like LCvvw�- godw, CCI `C 0414. Contact Land Development about El Improvements, 11 Drainage, 0. Legal Parcel. M<Encroachment Permit for driveway (construction approval prior to occupancy). `J 1120. Pre -inspection for required. ❑21. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. 023.-' 233.�. Owner -Builder Verification (Given to owner C1, Mailed to owner ❑). er of signature authorization. 7t - W23. Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. ❑27. Manufactured Home utility clearance. ❑28. Existing violations and/or expired permits. 1129. ❑433 A, 11 Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: When issue the permit, process as follows ❑ Mail to owner, ❑Mail to elephone,5',Q'?-,5 6 7 0 and hold for pickup at EXPIRATION OF II Applications for -which a permit has not been issued, will It by order to renew action on an application after expiration, a ne app FEE RE DS ehv r inspector. Date: 5L/�� h one year after date of application. In plans and fees will be required. 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 checking fees for work plan checked and other department costs are not refundable. Original - Applicant BUTTE COUNTY SSCOTT A. MACKENZIE 111''IERIFF ` SHERIFF- CORONER ® r June 24, 1999. f Mr. Glenn Gibbons Butte County Building Inspection 7 County Center Drive - Oroville, CA 95965 Re: The.Oaks - Kelly Ridge Sheriff's Substation 1 Dear Mr. Gibbons: As you know, we are in the process of planning the new Sheriff s Substation. This letter is to advise you that we plan to have only four people in the building'at any given time. Thank you for your consideration during this phase of the process.-' ; ,. - ...' Sincerely, 'i Scott A. Mackenzie Sheriff-Coroner SAM.jlw' _ 33 County Center Drive Oroville, CA 95965 (530) 538-6759 Fax (530) 538-7402 ,l BUTTE COUNTY SCHOOLS IMPACT'FEE CERTIFICATION FORM (One Form Per Building) School District(a.4-1- ,&— Building Department No. A.P. Number C7(a q - S9 u - 0,3 � Jurisdiction: City [ County Property Owner —Du n�u Property Location/Address a( /I Subdivison Lot No. Residential Development 0 Sq. Footage No. of Living VI -11 Addition (Group R) Units Commercial/Industrial FX I Sq, Footage New Addition (Including Exterior Roofed Areas) Building Department Representative (Floor Plans reviewed by School District Personnel) Date District Identification No, �U 0 School District certifies that (Applicant) (Street (City) has complied with the requirements of Resolution No. representing'" square feet. (Phone Number) (Zip Code) 9 %-�'Oc> 0 V by payment of $ --&— AB L $ FU FULL MITIGATION $ Date Paid by Check # Remarks:Tu, Bank Number Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) . feeformmkl (I1/sa)dmm PERMIT NO: 27-99 Lake Oroville Area Public Utility District 1960 Elgin street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the.Butte County -Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: Mav 19 1999 Applicant: Ridgeway Enterprises Applicant Address: 5250 Olive Hwy, STE I Oroville, CA 95966 Applicant Phone No.: 589-5670 Property Location (s): A. P. No. (s): Fees due: Olive Hwy; Oroville, CA 95966 069-590-036 $500 �OAPUD Connection fee, $1,0.00 SC -OR RFC Total due $1,5.00 Application for service approved: LAKE OROVMLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: Date: Lake Oroville Area Public Utility District release to close permit: Date: By: r , CONNECTION PERMIT APPLICATION FOR SEWER CONNECTION AND SERVICE FROM LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT hereinafter referred to as "Applicant", &ing the proarty owner or owner's agent desiring sewer service, hereby requests Lake Oroville Area Public Utility District, hereinafter referred to as "District", to connect Applicant's sewage disposal line to District's sanitary sewer system and to provide sewerage service. pp Location of property: A.P.#: Subdivision: Lot#: Block#: zi Property Annexed A No. of E.D.U.'s this permit: �1 Property Not Annexed Property Annexation in Progress Multiplication Factor: Kind of Service: 'Monthly Charges:Jc- ❑ Residential o0 ❑ Residence of Owner Connection Fee: ❑ Rental (single family) e^ ❑ Rental (duplex) ❑ Apartment SC -OR Facility Charge: ❑ Industrial ^--7� vo Commercial Total Amount Payable This Permit: I L VD The service applied for hereby shall be in accordance with the conditions hereinafter set forth and the ordinances, rules, regulations and policies adopted, or to be adopted, by the Board of Directors of District, all of which Applicant agrees to abide by and fully perform. Applicant agrees to pay for such service at rates and char26A as established by District from time to time. Sign ref pplicant Name f Ownednot Applic nt Ma ing A ress of Applicant Mailing Address of Owner rjS�j(pk, Phone # of Applicant: Phone # of Owner: i�ff" % 70 CONDITIONS OF ACCEPTANCE OF SEWERAGE SERVICE 1. In accepting this application, District does not hold itself liable to Applicant for failure to perform any of the obligations imposed upon it or assumed by it under this application if such failure be caused by accident, Act of God, fire, strikes, riots, war, lack of capacity in SC -OR treatment/disposal plant or used lines to handle the sewage or nay other cause beyond reasonable control of District. 2. Installation of the sewer service line pertinent to this application shall conform in all respects to District's specifications. 3.' Applicant shall secure permit(s) as necessary from the County of Butte prior to doing any work, including encroachment permits when work is within county right of way. 4. Installation of the subject sewer line shall be at the sole cost and expense of Applicant. 5. Actual connection of the subject sewer service line_ to District's 'sewer mainline shall _be accomplished by District staff. 6. All work shall be inspected and approved by District. 7. This permit is valid for one (1) year. If work is not completed within said year, permit renewal will be required, together with payment of any increase in connection fee and/or SC -OR Facility Charge. 8. District verification form must be issued with this permit. Payment of Fees/Charges required prior to final inspection. Payment received by: 15a I Date:1R �Z��%_Receipt # ❑ CASH [CHECK# I C JAI LAKE OROV LLE AREA P.U.D. By: Date:�J 1� 1 Permit "Monthly charge payable at the current rate at time of connection. N,-, ENGINEERING SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 TEL: (530) 533-2068 FAX: (530) 533-3551 PLANNING EMAIL: gda@quiknet.com June 29, 1999 Butte County Building Division 7 County Center Drive Oroville, CA 95965 Attn: Mr. Glenn Gibbons Re: Building Permit #99-1084 APN: 069-590-036 Dear Mr. Gibbons, In response to your letter dated June 14, 1999, we offer the following: Item #1. Two sets of wet signed and stamped plans are enclosed. Item #2. Sheriff Mackenzie has written a letter on the occupancy use of the structure. Item #3. Soils report is enclosed for use. Special inspection will be provide by Pacific Testing & Engineering. Item #4. Shown on plans. Item #5 thru #13 are submitted under separate cover by developer. Should you have any questions, please call. Sincerely, 4eLnneth C. Lenhar t, GDA Engineering, Surveying, Planning File: dmlletters1990371tr.2 enclosures cc: Ridgeway Enterprises, Inc. KENNETH C. LENHARDT, P.E. JOHN D. CHRISTOFFERSON, P.L.S. ENGINEERING SURVEYING PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 TEL: (530) 533-2068 FAX: (530) 533-3551 EMAIL: gda@quiknet.com June 8, 1999 Butte County Building Department 7 County Center Drive Oroville, CA 95965 RE: Sheriff's Substation Ridgeway Enterprises, Inc. This office has reviewed the truss calculations for the referenced building. The calculations were provided by Longfellow Lumber Company and are in substantial compliance with drawings. Sincerely, 4Lennee4.e r t, GDA Engineering, Surveying, Planning KCL/dl file: 99037.Itr encl. cc: Ridgeway Enterprises, Inc. KENNETH C. LENHARDT, P.E. JOHN D. CHRISTOFFERSON, P.L.S. ENGINEERING SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 TEL: (530) 533-2068 FAX: (530) 533-3551 Butte County Building Department 7 County Center Drive Oroville, CA 95965 RE: Sheriff's Substation Ridgeway Enterprises, Inc. PLANNING EMAIL: gda@quiknet.com June 8, 1999 This office has reviewed the truss calculations for the referenced building. The calculations were provided by Longfellow Lumber Company and are in substantial: compliance with drawings. Sincerely, _ 4 enne en ar t, GDA Engineering, Surveying, Planning KCL/dl file: 99037.Itr encl. cc: Ridgeway Enterprises, Inc. KENNETH C. LENHARDT, P.E. JOHN D. CHRISTOFFERSON, P.L.S. BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) Firm Narr Address Nature of BUILDING PERMIT NUMBER Q 1 APN, 040 ^5450-036 Contact Person L. Phone # Ssj 1. Doyour business or that of your tennants handle, store, or transport hazardous materials? 121 NO ❑ YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and.safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do yo .or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at sta and temperature 4 pressure), or formulation containing hazardous material? NO ❑ YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916- lff� for a review of the project. IVnh business/facility/operation site? ❑ YES IF YES, name of school. to be located within 1000 feet or the outer boundry of a school or 4. Does a business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fu s, vapors, or other volatile compounds? NO ❑ YES IF YES, contact the Butte County Air Pollution Con"l Dict (916-8g -2882) for permit requirements. Owner or Authorized Company Representative nature (Date) BCEHD BCAPCD The applicant has met or i m ting th applicable requirements of Section 25505, 25533, and 25534 of the alt and Saf ty Code and the requirements for a permit from the Butte County Air Pollu ontrol District. El❑ The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept ❑ YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD -Fire Dept. Ridgeway Enterprises May 28, 1999 Butte County Building Division 7 County Center Drive. Oroville, Ca. 95965 Gentlemen: The purpose of this letter is to authorize Mr. Lynn A. Judd to act and sign on behalf of Ridgeway Enterprises, Ridgeway Development, Environmental Management and Abatement, Inc and Danny and Deleta Kohrdt with respect to the signing for and the pulling of building permits, zoning approvals, grading permits, encroachment permits and what ever other approvals are deemed necessary to commence construction activities. Thank you for your cooperation. Sincerely, av / , W6r4-- Dan Kohrdt LAND DEVELOPMENT OROVILLE / CHICO BUILDING / ENVIRONMENTAL HEALTH -PERMIT CLEARANCE 99-1084 Building Permit No. PJoT' S Ow14 ►N MY AP 80"K NAME RS KOHRDT, DANNY NUMBER 069-590— 36 PRINT LAST NAME FIRST ADDRESS/LOCATION: OLIVE HWY. ' COUNTY ZONING DESIGNATION: C 2 FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: V RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED:' YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: - YES NO COMMENTS/CONDITIONS: MAP INFORMATION: -32) DATE OF RECORDING: LOT BOOK 2 J PAGE 98 COMPLIANCE WITH OLD SU IVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DMSION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County,Fire Department. —7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Conned to a public water supply. —9. Connect to a public sewer system. rir+.v#.� Gtr —10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 5/2- A4 4g Ir' U. p. 9 z _3 Z �/2 OOVOr Tr oNs r 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and w suggest appropriate mitigation measures. ' 21 22. —23. 24. 25. 26. AI I,Line 90 AINA03 66619 Z AV W a3A1303H LD 6/98 FORMS\BLDG PERMIT CLEARANCE COMAIER OL PL 4N CHECWING GU0' (1994) U.B.C. OWNER: D 2 '.BUELDING PERMIT NUNMER: 9 PLAN CHECKER: AP. NUMBER: A. GENERAL: 0 . Zoning requirements, Tannin approval I Valuation. �3u, std Qne y state r architect. fY Proper description or work on application. S! Existing violations on property. 6. Items on data sheet (W.C., fees, Health, Impact Fees, License Law, etc.). Improvements or drainage, Land Development approval. LOT PLAN.• I . Complete parcel size and dimensions. 2. Setbacks, sideyards, easements,, etc. 3. Other buildings or structures. 4. Grading, fills, drainage. •5! Flood hazard 6. Special conditions on creation map (noise, C.D.F., sprinklers, foundations, etc. 7. F.A.U. & F.A.S. road set back- 8. ack8. Building or utilities across lot lines (Lot Merger). C OCCUPANCY REQUIREMENTS: Building use: R" Cr 0014 t-( �� �2 c F� SUAL is f-(QAl Occupancy Group: Type of Construction: y N Building floor area: .6-A ?_ OccupantLoad: 1. Basic allowable floor area: d O sq. ft. Total allowable floor area: Basis for increase: KZA J0.11 Compliance with. specific ocrupancy requirement. .� Occupancy separations (Section 302). X- Area separations (Section 504.6). Firewalls due to location on property (Section 503). Maximum height requirements (Section 506). f"' Draft stops (Section 1505). Ventilation and special hazards requirements (Section 3). e� Automatic fire sprinkler system (Section 904). Fire alarm systems (Section 310.10). 116. Mechanical code requirements (Grease hood w/fire sprinkler system - Section 507). X. Environmental Health Review - (a) Restaurant Act, (b) Commercial Pool, (c) H Occupancies. ,Y- Smoke detection system. rr State Fire Marshal plan review. l Code Requirements (Medical - Article 517, Assembly -Article 518, etc.). Phvsieal Disability Requirements (Title 24). lf% Wholesale Food Manufacturing (Plans to state DI-IS/'DB). D. TYPE OF CONSTRUCTION REQ UIREMENTS: Roof covering requirements (Section 1503). Parapet walls (Section 709.4). �! Toilet room floors and walls (Section 807). Guardrails (Section 509). April 1996 3.4 April 1996 3.5 Detailed types �Onstruction requirerrien's. Proper roof pitch for roof covering (Section 1507 & 1508): �7! Attic access and -,-entilation (Section 1505). Jr Roof drainage (Section 1506). K Skylights Section (2-109 & 2603). Xr Stages and platforms (Section 405). kr Interior wall and ceiling finish (Section 801). ,,Z. Fire resistive requirements. Walls, floor, ceiling, penetrations (Section 702). AT Wall and ceiling covering installation (Section 2500). J< Glass, glazing, Human Impact - Safety Glazing (Section 713.9 & 2406). 16" Foam Plastic (Section 1715). E - STAIRS, EXITS AND OCCUPANT LOADS: 'Y General Exit Requirements (Section 1001.4 & 1006.3).. �Z. Number of exits, width and locations (Section 1003). . Doors (Section 1004). .4� Corridors and exterior exit balconies (Section 1005). Stairways, rise and run, width, winders, and construction (Section 1006). Horizontal exit (Section 1008). Exit and smoke proof enclosures (Section 1009). Exit signs and illuminations (Section 1013). Aisles and seating (Section 1014 & 1015). 0. Exits for occupancy groups (Sections 1016 - 1019). ly( Floor level exit signs (Title 24 & Section 1013). F. MISCELLANEO US REQ UIREMENTS: Ir Masonry chimney (Section 3102). Veneer (Section 1403). 3. Special Inspection per U.B.C. Section 1701). a. High Strength Bolting. b. Field Welding. C. Masonry (full stress). d. Concrete (f c>2500psi). _,4,., Special Certifications - Mill Certificates. Expansive soil - Special design. Cut/Fill slopes, compaction tests, grading. Noise requirements (Planning, Appendix Section 1208). Weld electrode, welder certificate. G. ENGINEERING REQ UIR&VIENTS: 1. Complete calculations, correct design criteria. 2. Complete shear transfer details, roof to foundation. 3. Complete structural material specifications. 4. Shear wall anchorage based upon wall shear. 5. Roof diaphragm chord, collector, drag struts. 6. Combined tension and shear @ steel RF anchor bolts. _ 7. Braced roof and wall bays. H. OTHER: April 1996 3.5 BCFD VOLUNTEER FIRECOMPANIES BANGOR BIGGS BUTTE CREEK CANYON BUTTE MEADOWS CHEROKEE �:;LIPPER MILLS COHASSET DeSABLA DURHAM FEATHER FALLS FOREST RANCH GOLDEN FEATHER GREATER GRIDLEY KELLY RIDGE MAGALIA NORTH CHICO PALERMO PENTZ VALLEY PIONEER RICHVALE ROBINSON MILL STIRLING CITY THERMAUTO BCFD FULL-TIME FIRE STATIONS BANGOR BIGGS DURHAM GRIDLEY KELLY RIDGE NORD NORTH CHICO OROVILLE PALERMO RICHVALE SOUTH CHICO UPPER RIDGE COF FIRE STATIONS BUTTE MEADOWS COHASSET FEATHER FALLS FOREST RANCH HARTS MILL JARBO GAP OROVILLE HO PARADISE ROBINSON MILL STIRLING CITY BUTTE FIRE CENTER MAGALIA REFORESTATION NURSERY DAMS MAGALIA AIR ATTACK BASE CHICO FIRE LOOKOUTS BALD MOUNTAIN BLOOMER HILL PLATTE MOUNTAIN SAWMILL PEAK SUNSET HILL ALSO PROUDLY SERVING CITY OF BIGGS CITY OF GRIDLEY 49 N Ridgeway Enterprises 3210 Heritage Way Oroville, CA 95966 Reference: AP#69-59-36, Dear Mr. Lynn Judd; f L A N D O F N AT U RA L W EA L T H A N D B E A U T Y BUTTE COUNTY FIRE DEPARTMENT CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION "Sixty-seven Years of Cooperative Emergency Services" 176 NELSON AVENUE • OROVILLE, CALIFORNIA 95965-3495 TELEPHONE: (530) 538-7111 FAX: (530) 538-7401 REC.Eisekver 3, 1999 SEP 16 1999 VVIOBILDNGDIIN -�7,38?9, 69-605`and 69-61-03 This letter is to confirm our discussion on August 16, 1999 regarding the development of the area in and around the Oro -Quincy Hwy and Kelly Ridge Road in Kelly Ridge. The Butte County Sheriff's office is now under construction and the plans for the Bait and Tackle Shop are now in the plans checking process. Any additional building plans will not be approved until a fire protection water system is approved by the Butte County Fire Department for the entire complex. It is my understanding. that you will be contacting OWID for arranging a connection to the 12 " water main on Oro -Quincy Highway. This water main should be sufficient in size to supply the needed water for your complete complex which is expected to include a gas station and mini market, Hotel, strip mall and a boat and RV repair center. The "gated" planned adult community complex between Kelly Ridge Road and Rachel Drive could probably also be served by the line in addition to the existing 6 inch water main currently installed along Rachel Drive. The required fire flow for a light commercial or industrial building would be 2000 gallons per minute and a heavy commercial or industrial building would be 2500 gallons per minute. These flows may be mitigated downward in the event that an automatic fire sprinkler systems and 2 hour fire walls are installed. The exact fire flow can only be determined when the plans and layout for all the buildings in your complex are presented to the Butte County Fire Department. If there are any questions please contact Fire Captain Ted Crawford at 538-7994. Sincerely, William R. Sager County Fire Chief By: Ted Crawford Fire Protection Planning Officer CC: D. Dyer G. Morris T. Crawford G. Barber, OWID M. Vieira, Butte County Building Dept. Chrono FF BBA ENGINEERING C o Alan G.,Brown, P.E. A California Corporation July 30, 1999 L, Mike Vierra /6(A Chief Building Inspector BUTTE COUNTY BUILDING DEPARTMENT pw 7 County Center Drive Oroville, CA 95965. RE: Compaction Test APN $9-59-36 ; Proposed Sheriff Substation Pad Olive Hwy and Rachel Drive Dear Mr. Vierra: Enclosed please find two (2) copies of Compaction Tests' Results taken for Ridgeway Enterprises. Representative tests taken indicate the fill was constructed in excess of 90% relative density per ASTM 2922 Nuclear Gauge Method, and d in our opinion the material placed was suitable for structural. fill and was, observed to be structurally stable, and adequate to support the single story slab -on -grade construction. If you have any further questions, please feel free to call. Very truly yours, BBA ENGINEERING Q�pfESSilo .10 Cseerge 8 AllaG. Brownc� NoG. Brow .24578 P.E. rn Principal Engineer d Exp- 12-31�Oi RECEIVED cc: Ridgeway Enterprises CMV FOF cAUG 0. 3 1999 99050 BUTTE COUNTY BUILDING DIVISION ,2060 Park Avenue P.O. Box 1576 Oroville, CA -95965 RELATIVE DENSITY TEST RESULTS RIDGEWAY ENTERPRISES APN 69-59-36 Date Test Elevation Test Denth % RD 0/- Mo'st 7-19-99 -4' 8" 93 I 11.5 7-19-99 -4' 8° 94 10.5 7-20-99 -4' 8" 93 9.5 7-20-99 -4' 8" 99 12.1 7-20-99 -3' 6° 98 14.2 7-21-99 -3' 8" 96 16.2 7-21-99 -3' 6" ,97 15.5 7-21-99 -3' 8" 98 14.9 7-22-99 -2' 8° 99 13.7 7-22-99 -2' 8" 98 14.8 7-22-99 -1' 8" 99 12.9 7-22-99 -1' 8" 99 13.3 7-28-99 S.G. 8" 99 12.2 7-28-99, S. G. 8" 98 16.1 Compaction Equipment • 815 Compactor • D6 • Water Truck 99050 Test- toNe qL OPTIMUM MOISTURE DENSITY TEST 4 4`7 -AA rl_4 997 NO. 1 2 3 4 5 Mold + Soil (Chs.) 3925 4113 3904 Mold (Lbs.) 2032 2032 2032 Soil(Lbs.) 1893 2081 1872 Mold Vol. (ft.3) 1/30 1/30 1/30 Unit Wet. Density Lbs./ft. 3 125.2 137.6 123.8 Pan Number 1 A 6 12 Pan + Sample (Wet) 424 421 421 Pan + Sample (Dry) 401 382 373 Pan Grams 153 155 166 % Moisture 9.3 17.2 23.2 Unit Dry Density Lbs./ft. 3 114.5 117.4 100.5 Comment: Native Brown and Silt with fractured rock. Date: 7-19-99 Client: Ridgeway Enterprises Project: Sheriff Substation Pad Job No: 99050 Material Source: Native Max Density 117.4 PCF nc 17.2% M C Performed By: Alan Brown RELATIVE DENSITY TEST RESULTS RIDGEWAY ENTERPRISES APN 69-59-36 Date TAcf Flava+inn Mncf r,%--fk of nn n. .._-_ 7-19-99 -4' 8" 93 11.5 7-19-99 -4' 8" 94 10.5 7-20-99 -4' 811 93 9.5 7-20-99 -4' 8' 99 12.1 7-20-99 -3' 6" 98 14.2 7-21-99 -3' 8" 96 16.2 7-21-99 -3' 6° 97 15.5 7-21-99 -3' 8" 98 14.9 7-22-99 -2' 8" 99 13.7 7-22-99 -2' 8" 98 14.8 7-22-99 -1' 8" 99 12.9 7-22-99 -1' 81, 99 13.3 7-28-99 S.G. 8" 99 12.2 7-28-99 S.G. 8" 98 16.1 Compaction Equipment • 815 Compactor • D6 • Water Truck 99050 -_ 0C.1- - 6LL, OPTIMUM MOISTURE DENSITY TEST A CTAA rl_4 9XZ7 NO. 1 2 3 4 5 Mold + Soil (Lbs.) 3925 4113 3904 Mold (Lbs.) 2032 2032 2032 Soil(Lbs.) 1893 2081 1872 Mold Vol. (ft. 3) 1/30 1/30 1/30 Unit Wet. Density Lbs./ft. 3 125.2 137.6 123.8 Pan Number 1A 6 12 Pan + Sample (Wet) 424 421 421 Pan + Sample (Dry) 4 01 382 373 Pan Grams 153 155 166 % Moisture 9.3 17.2 23.2 Unit Dry Density Lbs./ft. 3 114.5 117.4 100.5 Comment: Native Brown and Silt with fractured rock. Date: 7-19-99 Client_ Ridgeway Enterprises Project: Sheriff Substation Pad Job No: 99050 Material Source: Native Max Density 117.4 PCF 0172%M C Performed By: Alan Brown BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School Districto%, Q� Building Department No. A.P. Number (-)(o 5 - s9 0- d,3 � Jurisdiction: City [ County Property Owner Property Location/Address Subdivison Residential Development Commercial/Industrial Pic. he.( --T)rtu e, No. of Living MHI Units New Building Department Representative Lot No. 0 Sq. Footage Addition (Group R) Sq. Footage ZTa, Addition (Including Exterior Roofed Areas) (Floor Plans reviewed by School District Personnel) District Identification No. �/o 0 e School District certifies that (Street Address) (City) has complied with the requirements of Resolution No. representing 16 -- School District Rep square feet. Paid by Check # Remarks: Bank Number Paid by Cash Date (Applicant) (Phone Number) (Zip Code) i 7-9P. 0 V by payment of $ --)- AB 2926 $ FULL MITIGATION $ Date If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.wkl (11/94)dmm i - 2Ql, ►'7, 7 { I� r Ir - �© L- �F)C UNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 0 ounty Center Drive - Oroville, California 95965,�-Telephone: 916:'538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 6 60 S iW fulr ZONING C- L lg% BUILDING PERMIT OWNER �� TELEPHONE �3-a �i/BG SO. FT. OCC. BUILDING VALUATION OWNEF�(S MA ING ADDRES , a.� A� 5 d3z� CONTRACTOR'SNAME U.v/4ND u,l TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ air.) ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ZZ. 5-g ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS U�' Permit fee $ z, _ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.001 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 7.00 Ea h qas water heater or vent 7.00 USE OF STRUCTURE _ ' SF ❑ Duplex❑ Mobilehome❑ Other 7/ rhiU/QS(1106 SPECIFY a pip system 1 - 5 outlets 5.00 'Ulicftr&sewer 1 15.00 Obll ome S I G I W @ 15.00 TYPE OF WORK New [9 ---Addition ❑ Remodel ❑ Utilities ❑ Installation Ot r ❑ Describe work: It Fee $ C ntractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A DOR LESS 18.50 CONTRACTORS LICENSE LAW I declare under enalt of er'ur p y p l y (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. 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 Main service 200ATO1000A1 37.50 NEW CONST. ( DWELLING OCCUP.&) OR ADONS. ACC. BLDGS. 3.64 sq.ft. T NEW NON.RESID BRANCH CIRC CONSTR.ULTI.OUTLEITS @ 5.00 POWER APPARATUS t} (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES 20 @ 76d FIXED APP LNS. OR Ex. Occup. OUTLETS (RESID.) EA.) I 3.001 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 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 Contractor , MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation Permit Fee $ 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 County in consequence of the granting of this permit. X Date signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE I TOTAL FEES co, 2< HAz DFEES I IMP I FLOOD I CDF PARCEL PO HD ISSUE I This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. I WORKS � Date i 2 Receipt No.) 2 — 3 50 PC �e-S✓ 50 �C �� - WRITE-O.P.W.. YELLOW -Ase E390R, PINK -INSPECTOR, GOLDENROD -APPLICANT 069-59-0-007(PORTi 93-230B OMAR, HAL OLIVE HWY, OROVILLE TRASH ENCLOSURE -, z . �4n : jr• R�Meyr �,v"M �"..' :t r 1-'��.. �' �a COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION OWNER 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET J)A,4�c Proposed Building Use `rg. A. P. No. 0 (o Building Inspector 140 Date 5156- Proposed 156- At time of permit application, I was advised 01he following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer,of plans . .......................... 3_ Complete plans, 3/4 sets, signed by preparer of plans. . .4. Engineered plans and calcs,Z2/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................. . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data_gnd manufacturer's installation instructions, 2 sets. ........... u/ 10. Fees of $ Rt: -1-0 .......................................... 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer. . . �- 14. Sanitation and plot plan approval1-0;4-�� `�2' Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. ✓ 17. Planning approval for (A) Use:y (B) Parking: (f-:` 18. Contact Land Development.about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). ...Prear;spe. n3a�es� 20. Pre -inspection for required. . to Building Inspector. (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . ......................... . 23. Owner -Builder Verification (Given to owner , Mail to owner . ........... 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ......................................... 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. ............... ............. 31. Existing violations/ex ired permits. . 32. Plan checklist. .. . '.'.4°J . ..................... . 33. 34. When,You issue the permit, rocess as follows: Mail to owner Mail to contractor. �-y Telephone per A460 and hold for pickup at Ui���� office. Deliver with inspector. Other Parcel Creation _ - / Acreage Applicant tet/ Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter b ate Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroviile. Califol 95965 - Telephone: 916/538-7541. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE ,SQA FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME _7PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W 1 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Ins lotion ❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 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. License No. Classification ❑ I, as the owner, or my employees with wages a their sole compen- sation, will do the work,and the structure is no intended or offered for sale. (Sec. 7044) ® I, as the owner, am exclusively contracting Ith licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Busines and Professions Code for this reason Main service 200A TO 1000AI 37.50 NEW CONST. ( DWELLING OCCUPM 3.6$sq.ft. OR ADDNS. ACC. BLDGS. // NEW CONSTFL U TI -OUTLET NON BRANCH CIRC ITS @ 5.00 POWER APPARATUS .&) (SINGLE OUTLET CIR. I Ex. Occup(OUTLETS OR FIXTURES 20 76 AL 0 Ex. Occup. OUTLETS FIXED P(RESID )REA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 Permit Fee $ WORKMEN'S COMPENSATION INSU ANCE I declare under penalty of perjury (check one):I ❑ 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. "Ne I shall not employ any person in any manner so as to become subject '`EI'1 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 Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all 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, ts, and expenses which may in any way accrue against said oun in c se ence of the granting of this per it. X '96l/r3-�� Date i Signature of Applicant — Owner X Contractor ❑ Agent ❑ An OSHAwork 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 S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ HAz 0FEES IMP FLOOD COF PARCEL PO HD IS This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS � BY Date PERMIT EXPIRES Date Receipt No. WHITE-D.P. W., YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT Hal Omar P.O. Box 6365 Folsom, CA 95630 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-21 40 DATE: 12/13/93 RE: Proposed Chevron Station A.P: - 069-590-007 B.P.# 93-27.7 With reference to the above subject, attached is: [X ] Plan check list [ ] Red marked calculations [ ] Red marked plans Other: ACTION REQUIRED: [X ] Comply with plan check list [X ] Resubmit -plans with revisions as required [ ] Resubmit calculations with.revisions as required. Remarks: If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00. Very truly yours, cc: Berton Const. &MFG, INC. 1273 Industrial Parkway #600 Hayward, CA 94544 John eeck nry Plan Engineer 'Permit'Applicant: Hal Omar Date: 11/8/93 Permit # 93-277 The above referenced building..plans were reviewed:by this office. Provide additional- information and/or make a.pp.ropriate.:revisions to. -Plans, 'specif.ications,- and calculations as follows: 1. Contact Stuart Edell at Butte County Land Development.regarding improvements, grading, and drainage requirements. 2. Obtain sanitation clearance from Butte County Environmental Health for all building permits. 3. The site plan shows a sign, underground fuel tanks and- vent riser within the Olive Highway street setback-, which is not allowed. 4. The proposed driveway entrance off Olive Highway encroaches into_the no access strip as shown on the record parcel map. 5. Provide specifications for "DUR-O-WALL" used at trash enclosure. 6. Sec. 7101 of Title 24 requires that the 5 foot loading area be on the passenger side of the vehicle at the handi.c.ap parking space. 7. Plans must indicate safety glazing where required. 8. Provide plans and specifications for coolers. If foam plastic is used, it must comply with UBC Sec. 1713. 9. Butte -County lies within a 75 MPH wind speed zone. Market building calculations indicate 70 MPH, exposure C. The site could be considered exposure B. 10. All structural welding must be done by AWS Certified Welder. Plans must indicate electrode required. 11. Note on plan that wind columns are to be set in non -shrink .grout. 12. Structural sheet must indicate typical wall framing and app- ropriate connections. 13. Provide complete lateral design for governing load (wind or seismic) in both directions per UBC Sec. 2303. Clarify means of lateral support in longitudinal -direction. The submitted calculations.only include analysis of the wind posts. 14. Coordinate roof framing system shown on architectural and structural plans. Provide construction.details of suspended .:ceiling support system.. C,+AJ D pY Co (-eelA4Av TS 10x10X /X� ligy rt�93 �.Q = ��• 5 � = 732 ks'P (OC 3 Y (fG 5—/22 /� �... 2.3 �- naq Fa. 0,(�� = 23.2 �s1 b= = 30! ---- -� 312 4 = 21.24 `d�— 4. RANKIN & RANKi..., INC. 9800 Hillview Road NEWCASTLE, CALIFORNIA 95658 (916) 823-9525 JOB SHEET NO. ' OF COYER 22 CALCULATED BY�J�CJ DATE CHECKED BY �.rAi c. DATE_ 2 -7 -'� 0,'-1 /Al7i 7-1�. 01471 RANKIN & RANk.A, INC. 9800- Hillview Road NEWCASTLE, CALIFORNIA 95658 (916) 823-9525 .... T. ......... q .......... .............. .. .................... ............. ............. . e ............. .............. .............. .............. ............. ............ . .............. .............. ...... .............. .......... ............... ....... ............. .............. ............. ......... ... — 0 JOB ............ ............. .............. .............. ....... 4 . .......... . ........... ...... ....... ............. SHE -ET NO. OF ......................................... .............. .............. ............. . ............. .............. ............ .............. CALCULATEDBY DATE CHECKED BY DATE qr.Al r ............ ............. ............................. ............. .............. 1.20 . . ........ . ..... ............. ............. .......... ........... ............. ............. ............. ... t Z-5 .............. ................... .. ............. .............. .............. .............. ............. ............. .. .......... . ........ ............ ............. .............. .............. ....... 4 . .......... . ........... ...... ....... ............. ............. ............ 0 .............. .............. .............. ............. . .......... ......................................... .............. .............. ............. . ............. .............. ............ .............. .............. ........ ............... .............. K_. ......... ............. ............. .......... . ..... 02 .............. .......... ..... . . ............ . ............. ............. ... ...... ........... ..... ............. ......... ............ ............. ............................. ............. .............. 1.20 . . ........ . ..... ............. ............. .......... ...... ............. ............. ............. ............. .......... ... .......... ..................... .............. .............. ........... ilc ....... . ................... t . ...... ............. .............. ............. ............. . ............ . ............................................ ............. ................ ...... ... .... L . . . ............. .............. .............. .............. .............. ............. ............... : ............ . .............. ...... ........... ........ .... ...... ........ ....... ... .. ............ .. 43 114 1 ............. ......... ? . ........ ............. .............. ................... ....................................... .............. ... ..... .................. ............. ............ .............. ...... .... ................. ............. ... ............................. ............................. .............. i .............. .............. .............. RANKIN & RANk.A, INC. 9800 Hillview Road NEWCASTLE, CALIFORNIA 95658 (916) 823-9525 JOB SHEET NO. 3 OF- CALCULATED FCALCULATED BY - DATE CHECKED BY DATE_ qr'A I P . ..... ..... Jlp Jr? ; .... . .. ...... ............. ..... ...................... .............. s ............. .......... ............. t i -. ............ ... .......... .............. ............. .............. ...... .... ........... ............. .......... .... ............ ........... .............. i ............................................ .............. ............. .......... ....... ............. ........ ..... .............. 81 0 4 c, RANKIN & RANL-A, INC. 9800 Hillview Road " NEWCASTLE, CALIFORNIA 95658 (916) 823-9525 JOBS 5y SHEET NO. `I OF CALCULATED BY v DATE CHECKED BY DATE_ Crnl ❑ ^ ^w����� �-^-' ' P. �z��e.���----��-�������.�.��- _-__ � '-------------,'---'�' OF � � --- --'--'--�^�'^ � - --�-'- - - '---�^ --'------~-- --'--/ ----- - -- - --- --7' 29 44 All ---lnaro.?�� . _..... wo_ - �o4t 1 ........... _.._ ... -... --- --.-- -- --- - - -- ._.�h __fin _ --- --- • - ' 2 __ • V _ - K s ---. -- - wa-G 8 -- ----- - -- -- - - ---- ------ -- V-0111:7 2 r 2�� 67 Al /C� yc �1a � I Ilk Y 0 (Z&5) '����enter 3 7� F BUTTE - DEPARTMENT OF PUBLIC WORKS Drive - Oroville. California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT PERMIT NO. --zz ASSESSOR PARCEL NUMBER -9p raj ZONING Ce— BUILDING PERMIT OWNER TELEPHONE SO. FT. 9PC. BUILDING VALUATION 1-17 0 a 39 OWNER' A LI ADDRESS 0 6 3G 5 950,30 CONTRACTOR'SN tJE, TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ o LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ L ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 7 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS I Permit fee $ G ,�� PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 I ar qr heat pump water heater 1 20.00 LOT NO.SUBDIVISION NAME i PARCEL MAP I ester Aiping 1 7.00 Each 94s water heater or vent 1 7.00 USE OF STRUCTURE /,, SF ❑ Duplex ❑ Mobi lehome ❑ Other � C AA11 SPE94,FYU IMo Gas I ng system 1 - 5 outlets 5.00 Bui g sewer1 15.00 a Home I S I G I W 61 .00 TYPE OF WORK New k Addition ❑ Remodel ❑ Utilities ❑ Install ti ni 0 her9 Describe work: VV • ermit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS j $,50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ov 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 ❑ 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 Main service 200A TO 1000AI 37.50 NEW CONST./ DWELLING OCCUPM OR AODNS, l ACC. BLDGS. 3.54 sq.ft. NEWCONSTR ULTI.OUTLET NON.RE51D BRANCH CIRC ITS @ 5.00 /POWER APPARATUS e (POWER OUTLET CIR. ) / EX. Occup\OUTLETS OR FIXTURES 20 7FrIXED 6d R Ex. Occup. OUTLETS PIRESIO.IREA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 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 Filing Fee 15.00 Heating ' Cooling Hood 6.50 Ventilation I 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 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 ❑ Contractor ❑ Agent ❑ An OSHAwork 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 S Energy Inspection Fee $ occ CONST TYPE TOTAL FEES HAz I DFEES I IMP FLOOD CDF I PARCEL PD HD ISSUE 1 This permit is hereby issued under the sions of the Butte County Code and/or indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. 1 WORKS t Date Receipt No. i��y� /IN— P' Fee WHITE-O.P.W.. TELLOW-ASSEe SOR. PINK -INSPECTOR, GOLDENROD -APPLICANT 069-59-0-00'7(PORT, OMAR, HAL 93-228 B,E OLIVE HWY, OROVILLE CANOPY FOR GAS STATION f1 � !r ,�-FI_.��'-�.. •f �.`f.`J^ - yL'-.jt�����f'J�}{j) �'",{'9y,.v'.���{Nr's�.�: H(t... �...r+ni. .y, .. �-1"rr., - "�h :,t .�, . r}.., �,�� ` ' `Yv ' '.1',, r. . COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION .� 7 C OU NTY C E NTER DRIV E - OROVI LLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER A. P. No. a6 l Proposed Building Use e0A4,4-I ���_� Building Inspector Date _ .00 7 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY L-1-1 1. 2. .4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. All items have been submitted . ........................................ Plot plans, 3/4 sets, signed by preparer of plans . .......................... Complete plans, 3/4 sets, sigg�ped by preparer of plans. .. . Engineered plans and calcs,(X4 sets, with wet signature on plans . ............ . Hazardous Material Form . .............................................. Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ..................... . Engineered truss details and layout in duplicate (required prior to plan check). .... Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Fees of $ 353 ......................................... Impact fees as shown on attached schedule . .............................. California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flood).gby California Engineer . ................. . Sanitation and plot plan approval l�� Health Department . ............ City of Chico plumbing permit. .....................I/.................. . Plot plan and business license approval from City of Biggs/Gridley. .............: Planning approval for (A) Use: (B) Parking: A Contact Land Development.about (A) Improvements -'(B) Drainage. .......... . Driveway permit, (construction approval required prior to -occupancy). . . Pre -inspection for i dre-Insp nos p .41' required. . to Building lnspedor (Date) Contractor's license information. (No., Name Style,'Classification). ............. . Certificate of Workmans Compensation Insurance. Owner -Builder Verification (Given to owner , Mail to owner _). ........... Recorded copy of Agricultural Acknowledgement Statement . .................. Letter of signature authorization . ........................................ Copy of recorded deed of parcel creation and 60 right of way to a public road. . . Letter of intent on building use . ......................................... Mobilehome utility clearance . ..................:...................... . Documentation of legal access . .....................:................. . Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements, ............... Existing violations/ p�'{'e� pee�'ts. . Plan check list. .:X P . (.,K i , G .. , Rl ?.......... . i 34. Whert you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone �I83 -/� and hold for pickup at 0,&C///h_offices Deliver with inspector. Other Parcel Creation 13 Acreage Applicant Date Z 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: 35 - Contractor, designer, owner, was advised of above required data by _ phone ✓mail Counter bW "ate 2W" Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY ,OF BUTTE - DEPARMIENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CEENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 gw-NER 9,411 PROPOSED BUILDING USE C41Vi 6,11 4'�- A. P. N0. D - -7 DATE Z REC . DATE_ REC School Distric Fees (paid at District Office) She_Tiff Fees (paid. at Building Department) Residential Z _ unit amt. Commercial(per sq. f t.) X =$ sq.ft. amt. 3. Urban Area Fees (paid at Building Department Residential (per unit) X =$ J, units - amt._ Commerical(per sq.f t.) X =$ sq.ft. amt. 4. Rec eation District Fees (paid at District Office) .......................... 5. Drainage District Fees (Contact Land Development) 6. Other 7. Other �t time of permit application, I was advised the above fees are required to be paid pr -f: to issuance of the permit. APPLICANT GuC/ DATE 1 .� COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home ISI GILL_ @15.00 ' TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 00V OR LES Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I declare underenalt of perjury p y p I y (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. License No. Classification El 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 - (Sec. 7044) F1 am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1000A, 37.50 NEW CONST. (DWELLING occuP.e) 3.64sq.ft. OR ADONS. ACG. BLDGS. NEW CONSTR U TI -OUTLET NON-RESID BRANCH CIRC ITS @ 5.00 (POWER APPARATUS e) SINGLE OUTLET CIR. 20 @ 76 Ex. Occup(OUTLETS OR FIXTURES F Ex. Occup. FIXED OUTLETS P(RESI DIRE A.) 3.00 Temporary service 15.00 5.00 Mobile Home Facilities 1ors. 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 Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all 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 liabilitie', ju gments osts, and expenses which may in any way accrue against i Co ty in=quencethe granting of this X Date -01 ' Signature of Applicant — Owner 5Q 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 S Energy Inspection Fee $ DCC CONST TYPE TOTAL FEE $ HAz 0FEES IMP FLOOD CDF PARCEL PD HD IssuE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do Work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT Ridgeway Development 3210 Heritage Road Oroville, CA 95966 530-589-5670 Fax 530-589-5673 00/00 '5: s'7 44W / '., cr�tl� JuDla. �ffo�lE coV UtXs�'?/�/ February 8, 2000 I �� W j2��EreLk't F/1pA.l 3T4 �it.E✓ �r�� !S 4 77ffS PAs• Ridgeway Development/Dan Kohrdt requests ANY and ALL information that your office has on the following parcels: IAI- /t/©Ft�'036-060-015 lvoti�36-060-014 rlt 069-520-023,1 Po, 069-520-039 ✓ P-FN<069-520-040 ✓ q§2:52 -007 okay 069-320-027 4-H 069-520-028 `6k°7 069-5.90-036 low( 069-590-037)66y 069-590-038 401 069-590-039'6 No F 1� 069-5.20-036 069-600-045 069-610-003 069-520-034( We would also like to have any and all information, on the following Project Area Developments: i Heritage Estate, Riverview Estates, Heart Federal S & L PA -C & Sunrise Knoll Subdivision. Please make copies and charge us the appropriate fees. If you have any questions please contact Dan Kohrdt or Dan Heilmann at the number listed above. Your immediate assistance in this matter would be greatly appreciated. Thank you, Dan Heilmann Cc: RWD files COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: ENVIRONMENTAL MGMT R ABATEMENT ADDRESS: 3210 HERITAGE ROAD CITY & STATE: OROVIL .E CA 95966 DATE OF CLAIM: 1/12/2000 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES IMPORTANT.• SEE INSTRUCTIONS ON REVERSE SIDE DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT OWNER DECIDED NOT TO BUILD (A.P. #069-59-0-036, 037,039) PERMIT #99-245 RECEIPT #280500 DATED -10/25/99 AMOUNT PAD s RECEIPT TOTAL AMOUNT PAID 1,118.25 AMT TO BE REFUNDED TOTAL $1,118.25 I, the undersigned, declare under penalty of perjury that the services or articles claimed been performe and correct as stated. Dated this _ J� day ofy at D�yl� ,Calif. or delivered and that this cla' is true ignature of Claimant 1, the undersigned, hereby certify that, to the best of my knowledge, the services or article a ified abov ve b en performed or delivered and that there is a Budget Appropriation ( I or Specific Board Approval ( I (Check one) for th s Dated this � � day of Mp , !'—� at IOIZ601 u , Calif. Department Head or Authorized Deputy Dept. Code 440-002 Exp. Code 4210500 PAYABLE FROM CONSTR(J TTON PRRMTTS FUN[ DO NOT WRITE BELOW THIS LINE • AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. CLAIMANT'S NAME MAILING ADDRESS ASSESSOR PARCEL #: RECEIPT NUMBER(S) REFUND CLAIM APPLICATION 34; _ 37_ 35 Request a refund of fees paid on the above receipt number(s) for the following reasons: Please refund any applicable fees in the following categories: (Check those. categories which you wish to have refunded.) (\,, Building Permit Fees (Vj SRA Fees (CDF Fire Planning) Disposition of Plans: - - ( ) Plans returned to me at counter ((-I Sheriff Fees (�-J' Urban Area Fees ` v Please mail plans to me at above address. ( ) Please dispose of plans. �1GNATURE -DATE PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM FORM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. C FOR BUILDING DIVISION USE. ' Receipt Information: Number: , Date: Issued To: Amount: Fees Retained: e- 4� Processing Fee: $ Y Bldg Filing Fee: $ Plbg Filing Feer Elec Filing Fee: $ Mech Filing Fee: $ Energy P/C Fee: $ Plan Check Fee: $ Inspection Fee: $ SRA Fee: $ y Total Amount' Retained $ TOTAL REFUND DUE $ COUNTY OF BUTTE - DEPARTMENT OF'DEVELOPMENT SERVICES - BUILDING DIVISION "- 1-eounty Center Drive • Orovilfe, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT~ {`'`� ; ASSESSOR PARCEL NUMBER 069-590-037, 38, 39 ZONING C 2 BUILDING PERMIT OWNER DANNY G. & DELETA KOHRDT +L TJ()7 3670 SO. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS 3210 HERITAGE ?LOAD, OROVILLE CONTRACTOR'S NAME t TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER DBA ENGINEERING 124578 Filing Fee $ 20.00 Permit Fee $ 853.00 ""'10"PARK ARCHITECT OR ENGINEERS MAILIGVViJ SARK AVENUE, OROVILLE Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ SITE DRAINAGE Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 20OA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: Imo, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A 1000A ToLING 46.00 NEW CONST. DWELLING OCCUP. CU OR ( EELDS. 3.50FT. CONS.ONSMULACC. NEW9 NON-RESID. c @7.50 POWER APPARATUS b OWR OUTLET CIR. EX. OCCU OUTLET OR FIXTURES BAL ':50 FIXED APPLRESNS. OR Ex. Occup. ouTLETS ID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. bo I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensption insurance carrier and policy number are: Carrier AIZ J . s t J •I �G ' . r / r : C7 -i 4 C it I . MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number fes%/' ` 1414L�- 7 � Q 4,e , `- (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply; with tho' ovisions. °� X : ? = Dated _ Sig"n'afu of Applican Owner ❑ Contractor CIPAgent An OS A permit is requed for excavations over 5'0" deep and demolition or construction of structures over 3 stores in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 1128.,5 HAZ. D. F IMP FLOOD CDF PARCEL I V Ho ISSUE This permit is hereby issued under Of the Butte County Code and/or indicated above for which fees have gy PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. } '= Date Recei tNo. " t7 'L�oZ&l _ �, 0530 Ar WHITE-D.D.S.-B.D. CANARY -ASSESSOR PIN -INSPECTOR GOLDENROD -APPLICANT MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cupancy, Area Propert Gypsum Board V 1st Layer 2nd Layer Walls Ceilings COMMERCIAL 069-590-036,37,38,39 99-2450 KOHRDT, DANNY & DELETA 5295 OLIVE HWY., OROVILLE CONTR: OWNER f�/C'U ``11 SITE DRAINAGE / MoD V=OK O = Not OK = Not Applicable = Not Ready COMMERCIAL ,. Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 46. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Ufer Ground.-Ftg. Depth 47. Roof Shthing-Nailing-Diap.Chord Splice 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 48. Firewall-Doors-Area-Occp.-Prop. 4. Concrete -PSI -Cert -SP. insp.-Loc. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 50. Glu -Lam cert. -Placement -Support 6. Reinf. Steel -Grade -Placement 51. Steel Build ings-Purlin-Girders 7. Slab; Steel -Wrapped -Wire Mesh 52. Property Line Firewall & Openings 8. Piers -Steel 53. Ext. Doors -Handicap Access 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Siding -Nailing Veneer 12. Electric; Underground, Underslab 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Shear Walls -Plywood-Nailing-Conn to Roof 15. Masonry -Rebar -Lifts 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date Card B-1 Date Card B-1 17. Water Pipe; Test & Anchor -Nail Protection Date Card B-1 Date Card B-1 18. D.W.V.; Test -Fittings & Anchor -Nail Protection Date FINAL (Plans) OK except #'s 19. Sinks -Floor -Grease Trap 63. Ext. Steps -Door & Sidelight Protection -Landings 20. Handicap-W/C-Backing 64. Exits -Size -Number -Placement 21. Gas Pipe; Size & Anchors - Firewall Penetrations 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test Date Card B-1 Date Card B-1 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. Date Card B-1 Date Card B-1 68. Elec. Trim & Subpanel; Breaker Sizes & Labels Date ELECTRICAL (Permit) OK except #'s 69. Stairs & Rails 22. Fixture & Transformer Clearance -Ins. Protection 70. Handicap -Door Levers -Fin. Floor 23. Single Phase -Three Phase -Equip. Bond 71. Elec. Outlets at Wood Panel; Int. & Ext. 24. Size Boxes & No. of Conductors -Stapled 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. Plb., Elec. & Mech. Equip. Listed for Location 27. Wiring 90° -Protected -Color Coded 74. Insulation -Foam -Looked in Attic 0 Yes 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 77. Stucco; Brown -Finish 31. Equip. Clearances Panels-Motors-Mech. Equip. 78, A.C. Unit; Disconnect, Electrical, Plumbing 32. Fire Wall Penetrations 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground Date Card B-1 •Date Card 8-1 82. Off Site -Parking -Handicap Date MECHANICAL (Permit) OK except #'s 83. Glass Protection 33. A.C. Ducts Insulation & Support 84. Corrections from Previous Inspections 34. Vent Fan; Exhaust above insulation 85. Gas Test -Meters Tagged; Gas -Electric 35. Condensate Drain & Overflow; Size & Grade 86. Water & Sewer Connected -C/O to Grade -HD Approval 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Energy Compliance Certificate -Other Certificates 37. Attic Access & Platform if Furnance in Attic 88. Roofing Certificate -Fire Rating 38. k.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P RMT NO. (Rev.12/96) APPLICATION AND PERMIT "�j ASSESSOR PARCi-NUMBER 069-590-037, 38, 39 ZONING C 2 BUILDINGPERMIT OWNER DANNY G. & DELETA KOHRDT TM'1670 SO. FT. OCC. BUILDING VALUATION .OWNERS MAIUNG ADDRESS 3210 HERITAGE ROAD, OROVILLE CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAIUNO ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER BBA ENGINEERING LICENSE NO. 24578 Filing Fee $ 20.00 Permit Fee $ 853.00 ARCHITECT OR ENGINEERS MAIUff ffdEs ARK AVENUE, OROVILLE LUQ r Plan Checking Fee $ 945-95 BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ SITE DRAINAGE Describe Work: Gas piping sy2tem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POING License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: CI 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the ,,performance of the work for which this permit is issued. ,,,Performance have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' �pmpen on insurance carrier and policy numbpr are: f Carrier /Vd..}d L, i%Ai�, ere l Cf Qt•44S' [✓tet L� Policy Number �,, f rf (�� �- Z -� ?l (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' comp ation ws of California, and agree that if I should become subject to the wor Com nsation ovisions of section 3700 of the Labor Code, I shall f Ith co ly ith ovisions. �1 X > Daat� S' n of Appli n - wrier ❑Contractor Ageht An OSJA permit' requ ed for excavations over 5'0" deep and demolition or construction of stru tures Ove 3 sto es in heightUU/. Main Service 200A TO 1000A 46.00 NEW CONST. DWE111N0 OCCUP. SO OR ADONS. ( a AOC. BLDs. 3.50FT: NEW REOSIU T. MULTI. CVRCT @7,50 WERLAPPARATUS a S E OUTLET CR. 2101.1 EX. OCCLI OUTLET OR FD(TUREs BAL O .50 Ex. Occup. DFlUTLEEpTS RAID OFR5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 11 8/5 HAZ. p, F IMP FLOOD COf PARCEL HD ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. /./ 1 By e PERMIT EXPIRES ON Dete ReceilItNo. WHITE-D.D.S.-B.D. C NARY -ASSESSOR PIN -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OP UVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROfaLE,'-CALIFORNIA 95965 - TELEPHONE (530) 538-7541 i V PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARC 009- a D - 032c3� Proposed Building Use: if ai Building Inspector: Date: fl At time of permit application, I was advised the following data must be su mitted prior to permit proclessi6g and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 112. Plot plans, 3/4 sets, signed by the preparer of plans. 93. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- M'4.. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. -------------------------------------- ❑ 8. Hazardous Material Form.----------------------------------------------------------------------- OXFees anufactured Home data and installation instructions including Tie Down Specifications.------------------ of$ �rJ J •------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule.----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. ------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. 1115. City of Chico plumbing permit. --------------------------------------- ❑ 16, Plot plan and business license approval from the City of Biggs. ---------------------- 017. Planning approval for (A) Use: P,W, (B) Parking: - 04�4, Contact Land Development about ❑ Improvements, Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --- a� //-oz-y5 sv , ❑20. Pre -inspection for required. Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. -----------------------------------❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner -0, Mailed to owner 0) - ----------------------------- --------- E124. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement: -------------------------------------------------- ❑26. Letter of intent on building use. -------------------------------;j--------------------------------------------------- ❑27. Manufactured Home utility clearance. ----------------------------------------------------------------------- ❑ 28. Existing violations and/or expired permits. -------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, O Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: ------ n you issueegermit roce s as follows C1 Mail to owner Mail, o actor. ?Telephone / and hold for pickup at �j ffice. a fiver w' ector. contr Applican: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ollution ate: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: ate: By: 1. Index � permit application for the above items numbered: ❑ Plan Check List 2. Addthonal items required: Con,trsactor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Coiitracior, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑-phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in 11Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. e � �'oe �o� � e� � 4 � � �Si� � � � r r. 1 y p. _ .. � � p 5 �: e � �'oe �o� � e� � 4 � � �Si� � � � NEIL O. ANDERSON & ASSOCIATES, INC. GEOTECHNICAL • ENVIRONMENTAL • GROUNDWATER • INSPECTIONS • TESTING • LABORATORY SERVICES SACRAMENTO OFFICE CORPORATE OFFICE 4229 Northgate Boulevard, Suite 3. 22 Houston Lane CHICO (530) 891-6M4 Sacramento, California 95834 Lodi, California 95240 srocKTON• (209) 472-1091.. (916) 929-9267 (209) 367-3701 - RMCHO CORMVA (916)'6314455 - FAX: (916) 929-9269 FAX: (209) 333-8303 October 20,.1999 GEOTECHNICAL INVESTIGATION STORM WATER DETENTION POND. KELLY RIDGE ROAD OROVILLE, CALIFORNIA OUR JOB NUMBER: S99282 I INTRODUCTION It is proposed to rough .grade a 20 acre site and construct a 3 acre storm detention pond in the southern portion (see attached Site Plan [Plate No. 1]). The detention pond will retain storm water runoff from the subject parcel as well as surrounding property prior to its disposal in an existing storm drain system. The pond will also serve.as an area for fishing and aesthetic enjoyment as part of future development. The pond will have a maximum excavated depth of 10 feet and a maximum embankment fill around the perimeter of 5 feet.. The remainder of the site will have. fill placed on it, varying from 1 to. 10 feet in depth, in anticipation of future development. Specific details of future development of the remainder of the site are unknown at this time but should be addressed"in a separate geotechnical report in the future. At the time of our field work and this report, some .excavation of the detention pond and fills on the site have already been performed. The parcel map. and, the proposed development data were fift nished by Ridgeway Development, Oroville, California. The geotechnical study conducted at this site was prepared for the use of the engineer for application to the design of the storm water detention pond and the rough site. grading plan in accordance with generally accepted geotechnical engineering practices. No warranty is expressed or implied. ` This report presents the results of this study. Mr. Lynn Judd October 20, 1999 Page 2.. H GENERAL GEOLOGIC 'AND SITE CONDITIONS The general geology of the area indicates that bedrock at the subject site is Jurassic age Smartville ophiolite consisting of dark -gray to green -gray, steeply- dipping, strongly foliated, , ' metamorphosed,'basaltic to diabasic volcaniclastic sediment; pillow lava, breccia, dikes and sills'. The site is,located in -UBC Seismic Zone 3.' and all proposed development should be designed accordingly. ' The 1975 Oroville earthquake occurred close, to the subject site. The earthquake - magnitude Was measured at M 5.7 (Richter Scale) and- surface fault rupture. occurred for 3.4 ' miles. Maximum rupture displacement was found to be 4 cm in right lateral motion -and 5 cm in the vertical motion.' The northern most fault rupture occurred on a portion of the Cleveland Hill fault located about -1 mile south of the site. - The location of fault ruptures are shown on the ' Bangor USGS 7°5 minute map (Alquist-Priolo Map) and is designated an Alquist-Priolo Earthquake Fault Zone. The Alquist-Priolo Earthquake Fault Zoning Act's main purpose is to prevent the construction of buildings'used for human occupancy on the surface trace of active ' faults.• The subject site is thought to be -located along a less. well defined segment of Cleveland Hill Fault in an area where no fault displacement was observed resulting from the 1975 earthquake. The northern portion of the fault near the site was defined' by aerial photography: The cause of this earthquake was attributed to an unusual lowering of the Oroville reservoir lake level. This event has been well studied and the likely hood •of this earthquake reoccurring is low. ' ' Other faults near the subject site are the Foothill Fault Zone.(7 miles � ( ) and the Great Valley Fault Zone (44 miles). Due to the close proximity ofthese fault -zones to the site there is a reasonable possibility -that the site will,be subjected to a moderate amount of shaking from a seismic event during the life of any proposed development. The California Division of Mines and California Department of Water Resources, 1978, Geology of the Lake Oroville area; Butte county, California in The August 1, 1975 Oroville;earthquake investigations. CDWR Bulletin 203-78, 669 p: # ' z, Uniform Building Code, f997 Edition, International Conference of Building Officials, Whittier, CA ' Jennings, C.W.; (1994); Fault Activity Map of California and Adjacent Areas with Locations and Ages of Recent Volcanic Eruptions, California Department of Mines and Geology, Sacramento, CA.. SERs P 4ss0C,` Mr. Lynn Judd October 20, 1999 Page.3 5 Geology assigns a probabilistic (10% probability,of accedence in 50 years) peak horizontal, ground ,acceleration for rock at the subject site of 0.2 to 0.3g4. Due to the lack of sandy (cohesionless) material, the liquefaction potential is considered low. The general topography of the site and surrounding area is "hilly" terrain. The site slopes moderately from the north to the south with a maximum grade change across the site of 45 feet. It appears that significant grading took place on the southern portion of site (area of the detention basin) prior to 1982, when that portion of the site was the second phase of a condiminium project. Three abandoned building slabs and foundations were recently removed during initial grading of the proposed detention basin. At the time of our investigation the proposed detention basin was partially constructed with maximum' cuts of 5 feet and maximum fills of 4 feet.. An existing club house andpool is located in the west corner of the site and 1 to 3 feet of fill was recently placed in the area east.of the clubhouse. - A drainage swell, constructed prior to 1982, cuts throughAhe middle of the site and a pile of "strippings" and formerly `vet" material is located. immeadiately south of the drainage swell, in the middle.of the site.. The northern portion of the site is natural grade with a sparse covering` of dry grasses and weeds and, a few scattered trees. Housing units of. the first phase of the comdimimium project border the"southern end of the site,, down gradient of the site.. . Prior to the grading work that recently took place, elevation in the area of the proposed . detention pond varied from 850 to 860 feet. The limited grade change across this area, as opposed to the rest of the site, appears to be the result of grading work that was performed in 1982: The proposed pond bottom elevation is 840 feet and the top of the surrounding embankment is 855 feet. It is proposed to maintain a minimum of 3 to 4 feet of water in the pond, with a water - elevation of approximately 852 in the summer, time.. Water elevation will be lowered prior to winter rains to allow for the necessary detention capacity. III FIELD EXPLORATION AND LABORATORY TESTING .The field investigation consisted of excavating ten.,(! 0) exploratory test pits which were carried. to depths of 1.0 to -11.0 feet. Test pits were excavated. by a John Deere 310 backhoe operated by Ridgeway Development. The location of the test pits is shown on the Site Plan, Plate No. 1. The location of the test pits was determined by a measuring wheel and compass; hence;, accuracy can be implied only to the degree that this method warrants. a California Division of Mines and Geology, 1999, "Seismic Shaldng Hazard Maps of California"„Map Sheet 48, Seismic Shaldng Hazard Maps. , P VERs 1 r Mr. LSinn Judd October 20, 1999 ' Page 4 Test pits were logged by a geologicengineer at the time they were excavated and grab ' samples were obtained at various depths from the sides -of the pits. A pocket penetrometer was used to determine the in-situ unconfined strength of the, cohessive soil's encountered in the test pits ,and a. summary of these reading is presented on the Log of Test Pit sheets, Plates No: 2 ' through 11. ; IV SOIL CONDITIONS Visual classification according to. ASTM D248.8 (Visual - Manual Procedure) of each soil stratum encountered was made in the field by an engineer at the time the test: pits were excavated. The samples obtained were checked in the laboratory and classification verified according to ,. ASTM D2487. A classification and graphical representation of each soil encountered is presented . on the Log of Test Pit sheets: The test pit.legend is presented on Plate Na 12: The soils encountered in the test pits generally consisted of stiff to hard sandy clay fill and sandy silt fill 'near the surface. The fill was underlain bynative stiff to very stiff silty clay which derived from the underlying weathering bedrock." This material was underlain by decomposing bedrock. For a more detailed description of the soils encountered in the test pits see the Log of - ' Test Pit sheets:. ' Groundwater .. Shallow ground water was encountered in test pits 1, 3, and 5 at the time they were ' excavated., Ground water flowed into test pit i at an estimated rate between 10 to 20 gallons per minute (GPM) and into test pit 2 at a lesser rate. Due to the limited scope of this investigation, it is unknown if these "permeable" bedrock conditions exist throughout the proposed pond area or •� are localized. The: reported depths to groundwater should -be considered as approximate, measurements since water levels weren't, allowed to stabilize for long period of time and were measured with a non -precise drop tape., Ground water depths can and will fluctuate -seasonally. ' Testit logs show subsurface conditions at the date and locations indicated ' and +it is not P g warranted that they are representative of subsurface conditions at other locations and times. V PERCOLATION TEST A percolation test was performed on the existing embankment levee to determine the P 9E It S4 P 4sS o c% Mr. Lynn Judd October 26, 1999 Page 5 vertical hydraulic conductivity of the already placed fill material. The method selected was the double ring infiltrometer test described by ASTM D 3385. The rings were driven in, the -soil to a depth of 3.inches using the backhoe bucket.. The material was presaturated for 18 hours prior to, performing'the test with dconstant head in both rings. The test was performed on October 14, ' 1999 and the results are presented on Plates 13' and '14. At4" hours, a measured I, (conductivity, vertical)•of 0.8 x 10-5 cm/sec or 0.003 in/min. was obtained. This rate is acceptable for., embankment fill material. VI DESIGN STUDIES AND RECOMMENDATIONS. 1 Detention Pond 1 This investigation determined that there is a'potential for fractured and -permeable bedrock . P and that *relatively shallow ground water is present in it. Both of these issues require further investigation and remedial measures,in order to construct the proposed detention pond and to 1 have the pond function• properly without negatively impacting the surrounding property. ' There is.a significant potential for fractured and permeable bedrock in the area of the proposed pond. The pond bottom will extend into bedrock (elev. 840 ft.) and it is proposed to maintain a water elevation (elev. 852 ft.), during the summer months, that is 2 to 3 feet higher ' then the .surrounding grade ori the south (elev. 850 ft.). If the bedrock is too permeable it would make it. difficult for•the pond to hold the desired water elevation and excess seepage from the pond could surface and negatively impact the down gradient -condominiums and other property. Remediation of this potential would require that the pond be lined and that -a down gradient subsurface drain be installed. ' The scope of our investigationwas not sufficient to adequately address the permeability, characteristics of the bedrock and to definitively determine if the above remedial *,measures are necessary. If it is desired, an additional investigation can be initiated in an effort to more ' definitively determine if the above measures are necessary, but in' lieu of this, these remedial measures will be necessary. ' Ground Water ' The bedrock surface will be exposed during pond excavation and existing ground water within the bedrock may be encountered. Approximate groundwater elevation in test pit 1, located along the southern edge of the pond was 843 -feet:; Approximate ground water elevation �? 01 4s5 O G% 1 Mr. L3Tn Judd ; -October 20, 1999 ' Page 6 of test pit 3, excavated in the pond bottom was 839 feet. The proposed pond bottom elevation is ' 840 feet. If elevated ground water is encountered during excavation it may be necessary to excavate a temporary sump and ground water drainage channels to allow the excavation to be made to the,proposed depth. ; ' Due to the ossible occurrence of perm bedrock, it is possible the and will be '. P P � P P unable to retain the desired. amounts of water during periods of.lower ground water..' Itis possible that with higher levels in the pond. and high ground "water seepage to the surface may occur where overlying soil is thin and bedrock is hydraulicly conductive. We believe it will be necessary to line the permeable bedrock surface with a 1 foot clay liner if permeable .bedrock -conditions are ' encountered. In'addition, a french drain system should be installed to ensure a constant low ground water elevation near the residential buildings south-southeast of the southern embankment ' levee_ Pond Bottom Liner In lieu of a broader bedrock investigation, it is recommended that the proposed and be . P P P lined with a low •permeability compacted clay liner. The liner should be a minimum of 12 inches ' thick. and cover, the entire pond bottom and extend up the sides until compacted embankment fill ' is encountered. The liner should have a minimum in place hydraulic conductivity of 1 x 10 cm/sec. A minimum of two, in-place, double ring infiltrometer tests should be performed on the ' liner to verify permeability. 5 r The sandy clay/silt, fill which has -already been placed for a portion of the embankment fill tested to have an in-place hydraulic conductivity of 0.8 x.10` cm/sec. Slightly clayey material, which may be available from the surrounding area; should be utilized for the liner. Any proposed liner material should be tested and approved by our office prior to its use.. Specific ' recommendations regarding liner placement methods will be provided •at•'that time. French Drain System The purpose of the french drain system is to maintain a constant groundwater elevation. in . the critical area near the down gradient• condominiums. Even though permeability through the ' liner and embankment will be low; some seepage is still anticipated. The drain system will add an additional level of protection and minimize the potential of high ground water_ occurring near the south embankment levee. 'The drain should consist of a graveled filled trench (French Drain) that extends along the entire southern border of the pond at the land side toe of the embankment. The trench -should have a minimum bottom elevation of 844 feet and sloped to drain by gravity to the Z W 4ss o c� Mr. Lynn Judd October 20; 1999 ' Page 7 ; existing storm drain line that runs along the southeast side of the site. A 6 inch` diameter ' perforated pipe should be placed in the bottom of the trench and the trench should be backfilled with washed 3/4 inch gravel. Geoteztile filter fabric should line the sides of the trench where soil is encountered but the fabric should not,extend over the fractured bedrock. • Filter fabric should ' also'be placed over'the top of the gravel and a minimum 18'inch compacted soil cover should be placed over thetop of the gravel. ' Embankment Levees „ The pond embankment levees may be constructed with on-site sandy clay/silt- soil. All embankment fill should be placed and compacted as engineered fillas indicated in Appendix A, - Engineered Engineered fill specifications.' The embankment fill which has area been placed should be pot- ' ' holed with a backhoe in several locations and compaction tested at various elevations to verify adequate compaction. The embankment levee should be constructedwith minimum side slopes of 2:1 (horizontal to vertical) on the land side and 3: 1 on the water side. ' Remaining Site Grading That portion of the remaining site -which has recently received fill should also be'pot= ' holed.with a backhoe and _compaction tested to,verify compaction. The remaining site to receive fill should initially be cleared of all surface organic growth as, indicated in Appendix A, Engineered Fill Specifications. At the direction of the soil engineer, if excessive organic debris does not exist, the site may be throughly'disced in lieu of clearing. After clearing/discing operation's the subgrade ' thus exposed should be scarified- depth of 8 inches" moisture conditioned andrecom acted as - XP P .P indicated in Appendix. A. The site should then be ready to receive fill. All fills should be placed -as engineered fill as recommended in Appendix,A.and under the"direction of a soils engineer. On site soils are suitable.for use as engineered fill. All 'proposed- off-site fillmaterial should be approved by the soils engineer prior to placement. Tests and Inspections , It is 'recommended'that our office be afforded the opportunity of reviewing the completed storm water detention pond design and grading plans to verify that our recommendations have ' been properly interpreted'and incorporated: Unless our office is allowed this opportunity, we disavow any responsibility from problems arising from failure to follow geotechnical P pERs Au 4SSOC% P Mr. Lynn Judd October.20, 1999 Page 8 recommendations or improper interpretation and implementation of our recommendations.., Jt isf also recommended that our office.be retained to'perform observations during the construction of the pond and drainage system to verify that the conditions encountered are those which have been anticipated and designed for.. Unless we have been retained to provided this service, our office cannot be held responsible for problems arising during or after construction that could have been avoided had -this service been performed,. The fees for this service and the recommended infiltrometer testing are in addition to that associated with this report. . VII LDMATIONS . The recommendations of this report are based on the information provided regarding the., proposed construction as well as the subsoil conditions encountered at the test boring locations. If the proposed construction is modified or resited, or if it is found during construction that subsurface conditiou differ from those described on the'test boring logs, the conclusions and recommendations of this report should be considered invalid unless the changes are reviewed and the conclusions and recommendations modified or approved in writing. The analysis, conclusions and recommendations contained in this report are based on the site conditions as they existed at the time we -drilled our test borings. It was assumed that the'test borings are representative of the S'ubsu'rface conditions throughout the site: If there is a substantial lapse of time between the submission of our report and the start of work at the site, or if conditions have changed due to natural causes orconstruction operations at or adjacent to the site, we urge that our report be'reviewed to determine the applicability of the conclusions -and recommendations considering the changed conditions and time lapse.. This report is applicable only for the project and site studied. This report should -not be used after 3 years. This report should not be transferred to a third party without the express written. consent of this office. Our professional'services were performed, our findings obtained, and,our recommendations proposed in accordance with generally accepted engineering principles and practices. This warranty is in lieu of all other warranties either expressed or implied. Test findings and statements of professional opinion do not constitute a guarantee or warranty, expressed or .implied. ; v pEAt D H Z A+ O � P 4'TS 0r% Mr. Lynn Judd October 20, 1999 Page 10 APPENDIX A . ENGINEERED FILL SPECIFICATIONS ,... A. CLEANING AND STRIPPING Work includes cleaning and stripping of the building pad and surrounding areas as ' indicated on the drawings. From these areas remove all debris, old pavement, trees, brush, roots, and vegetable ruin and grub out all large roots ('/2 inch or greater diameter) to a depth of at least two feet below the•footing elevation. The"vegetable materials and all ' ' materials from the cleaning operation shall be removed from the site. If large areas are involved and the surface vegetation is sparse, disking in of the surface organic debris .on ; the building pads may be permitted under the direction of soil -engineer. B. • CONSTRUCTION OF FILL , 1 (1). Preliminary Operations " After the cleaning and, stripping operation and the cuts have been completed and ' . before any fill is placed in any particular• area, the existing surface shall be scarified to a depth of 6 inches and compacted to dry densities in excess of 90 percent of the maximum dry density as obtained by the Modified Compaction-Test, ASTM 131557, designation. It maybe necessary to adjust the moisture content of the subgrade soil by watering or aeration, to bring the moisture content of the soil near ' optimum in order, that the specified densities can'be obtained. (2) Source of Material ' Engineered fill'materials onsite or im ort shall consist of sand silts sands or ( P )_ Y , sands and gravels unless stated otherwise in the report. Engineered fill material shall not contain rocks greater than 3 inches in greatest dimension and should be. nonexpansive in nature with,a plasticity index less than 12. • . ; ' At least seven days prior to the placement of any fill, the engineer shall be notified of the source of materials and samples shall be obtained to determine the suitability ' of the materials and for conducting laboratory compaction test on-these samples. �9 F It $ Cou P 4SS0G♦ Mt. Lynn Judd, . '. October 20, 1999 Page Jl•, (3)' Placinj and.Coin6cting , Fill materials' shall be spread in layers and shall have a uniform,moisture "content 'that' wilf provideahe _specified.dry density after compaction. If necessary to .obtain t uniform distribution of moisture, water shall be' added to each layer by sprinkling • ' and,the soil disked, harrowed -'or otherwise mampulated`after,the water is added. • The layers of the material'shall'not exceed ,$ inche§ and each layer shall be dry compacted with suitable compaction equipment to provide the specified -'densities. (4), Required Densities The .drydensity of "the compacted earth fill shall beat least' 90 percent of the., maximum.dry density,obtainatile in the ASTM D1557 Compaction Test." The value of the optimum°moisture'content and maximum dry density will be. determined by the engineer and this information supplied to the. contractor. (5) Seasonal -Limits 'No fill shall'be P laced durutg weather conditions -which will alter the moisture „ content ofthe'fill`materials:sufficiently,to make adequate; compaction'impossible. ' After placing operations have -been stopped b"ecause: of adverse weather conditions, • no, additional fill "material shall be, "P laced• until 'the last .la er coin" acted ,tias been Y P. ' ' checked and found to be.compacted to,the specified; densities '." (6) Control of Compaction = tr The density. of:the upper 6 inches of subgrade and. of each- layer of fill shall be . checked by the engineer •after,each layer has been compacted; Field 'density test . shall be used -to check the compaction of the fill. materials` .Sufficient tests shall be' ."' made on- each layer by .66 engineer'to,assure adequafe compaction throughout the. entire. area. , If,the dry densities are not satisfactory, ,the contractor will be required ' to. -increase the weight of the roller; the number 'of.passes "of'the roller, or :. manipulate the moisture content as -i:6 quired'to produce the ;specified densities. t s 4ssoc% a olklille .......... No us[l a a �- :F e- olnGf- PLAN, OF - STORM W FOR RID, ,FLLY Pirl a 1% a a Neil O. Anderson & Assoc., Inc. TEST PIT NUMBER 22 N. Houston Ln., Lodi, CA %240 LOG OF TEST PIT (209)367-3701 Fax (209)3334M OW—TP-1 PROJECT NUMBER: S99282 DATE EXCAVATED: October 13, 1999 PROJECT NAME: Ridgeway Development GROUND ELEVATION: 851.5 Feet LOCATION: Kelly Ridge Road Oroville, Butte County, California EXECAVATING EQUIP.: John Deere 310 SE Turbo with 36 inch bucket PLATE NO.: 2 0 Lr .� C! d N •^ y Cl C C d N >� 0 57 n E E y t] V O J o n o 2 o a (ODU)Soil CL Description Notes 0- -1- -2- -3- -4- -5- -6- -7- -8- -9- -10 -11. SANDY CLAY: Fill, brown medium to coarse sandy clay with rock — _ — fragments of greenstone 2-4 inches in length (CL). Roots and buried grass visible. >45 —_— >5 7. —_— >45 gs >45— _ — >45 —_— >45 = WEATHERED GREENSTONE: Greenstone bedrock, highly weathered into an olive green silty clay with decomposing rock —_ fragments (CL). — Estimated ground -water = elevation stabilized at 843.5 feet — — on 10-1399. = Water visibly flowing into test pit, estimated between 10 to 20 — gpm. gs — Neil O. Anderson & Assoc., Inc. TEST PIT NUMBER 22 N. Houston Ln., Lodi, CA 95240 LOG OF TEST PIT (209)367-3701 Fax (209)33343303 TP -2 PROJECT NUMBER: S99282 DATE EXCAVATED: October 13, 1999 PROJECT NAME: Ridgeway Development GROUND ELEVATION: 851.5 Feet LOCATION: Kelly Ridge Road Oroville, Butte County, California EXECAVATING EQUIP.: John Deere 310 SE Turbo with 36 inch bucket PLATE NO.: 3 I 0 t a _ SANDY CLAY: Fill, brown medium to coarse sandy clay with v Y m o c d _ _ W v La >5 E —_— 2— J0)a >45 —_— oc 3 Sgy Description otesn I - -_ — —_ SANDY CLAY: Fill, brown medium to coarse sandy clay with = rodd'ragments of greeeastone 2-4 inches in length (CL). Roots and _ _ buried grass visible t >5 —_— 2— >45 —_— 3 >45—_ — 7. 4 gs >45 — _ WEATHERED GREENSTONE: Gre®stone bedrock, highly 5 a45 = weathered into an red silty clay and decomposing olive gees rock — fragments (CL). 6 >45 = 7 — n gs — _ Back hoe refusal at -8.0 feet. Neil O. Anderson & Assoc., Inc. TEST PIT NUMBER 22 N. Houston Ln., Lodi, CA 95240 LOG OF TEST PIT (209)3673701 Fax (209)3338303 TP -3 PROJECT NUMBER: S99282 DATE EXCAVATED: October 13,1999 PROJECT NAME: Ridgeway Development GROUND ELEVATION: UKN Feet LOCATION: Kelly Ridge Road Oroville, Butte County, California EXECAVATING EQUIP.: John Deere 310 SE Turbo with 36 inch bucket PLATE NO.: 4 L0. � n wc c .JO o c v r E 2]c% a . NDo � t 0- -2- -3- -4- -5- -6- -7- -9– SANDY SII T: Fill, brown medium to coarse sandy silt with _- rocckfragmerds of greenstone 2-4 inches in length (ML). Roots and _- buried grass visible. >5 --_ Surface elevation is unknown. -_ Elevation is likely several feet — lower than elevation at TP -1 or ,,45 -_ TP -2. ,,45 _- gs >5 - > _- 3.0 SILTY CLAY: Red silty clay with ocassional rock fragments (CL). >45 - SANDY SILT: Fill, brown medium to coarse sandy sift with -- -- rockfragments of greenstone 24 inches in length (ML). Roots and >45 _- buried grass visible. gs CLAY: Brown clay (CL). Derived from weathering gremstone x45 bedrocL _ – WEATHERED GREENSTONE: Gremstone bedrock, brown, highly weathered and fractured. Neil O. Anderson & Assoc., Inc. TEST PIT NUMBER 22 N. Houston Ln., Lodi, CA %240 LOG OF TEST PIT (209)3673701 Fax (209)333MM TP -4 PROJECT NUMBER: S99282 DATE EXCAVATED: October 13, 1999 PROJECT NAME: Ridgeway Development GROUND ELEVATION: 856 Feet LOCATION: Kelly Ridge Road Oroville, Butte County, California EXECAVATING EQUIP.: John Deere 310 SE Turbo with 36 inch bucket PLATE NO.: 5 O U w L p � JL Soil LitholoNO C gy Description E on a o otes — CLAYEY SILTY SAND: Fill, brown clayey silty fine to coarse sand with rock fragments of gre®stone 2-4 inches in length (SC/Sly. —_ Roots and buried grass visible. a45 - a45 — – >45 77 — gs >45 77 >45 77 3.5 SILTY CLAY: Red silty clay with ocassional rock fragments (CL). gs –\ Bedrock orientation measured gs N30W BOW. – _ WEATHERED GREENSTONE: Greenstone bedrock, brown, highly weathered and fractured Neil O. Anderson & Assoc., Inc. TEST PIT NUMBER 22 N. Houston Ln., Lodi, CA 95240 LOG OF TEST PIT (209)367-3701 Fax (209)3338303 TP -5 PROJECT NUMBER: S99282 DATE EXCAVATED: October 13, 1999 PROJECT NAME: Ridgeway Development GROUND ELEVATION: 861 Feet LOCATION: Kelly Ridge Road Oroville, Butte County, California EXECAVATING EQUIP.: John Deere 310 SE Turbo with 36 inch bucket PLATE NO.: 6 0 L U « ' N .N-. j O a ai v t N E E Z` U O J C3 �„ g o a Soil Lithology Description Notes _c — — SILTY CLAY: Orange -red silty clay and rock fragments of meta- basaltic material (CL). X45 gs—� >45 — -- SILTY CLAY: Red silty clay with subrounded rock fragments (CL). >45 gs >45 3 — WEATHERED GREENSTONE: Greenstone bedrock, brown, 9s = — foliated, weathered and fractured Bedrock orientation measured — N35W 90. — Ground -water elevation is — estimated to be 853 feet. M M M M M Depth, ft.�X > ;0 {� z oO Z L >z m � m m --1 g " ' CD Moisture, % D — D CO Dry Density, pcf z m 0 70 o M Cr o 1= o. rd M rA 0,0 �a Pocket Pent, tsf x oo N O Ground Water CL z F Soil Soil Lithology o o A C1 t�J RK � 8 CI) C O B C M M M M M Depth, ft.�X > ;0 {� z oO Z L >z Sample Sampling Method m --1 g " ' CD Moisture, % D — D CO Dry Density, pcf z m 0 70 o M Cr o 1= v CL " N D $ io D N Pocket Pent, tsf Torvane, tsf oo N O Ground Water CL Soil Soil Lithology o o A C1 t�J CI) C O B 0 C i0 co O 0 eke �g O Q mn O 7 O � �� rn 0 ;U ov C: m 0 m z p m Zm aW o z Z C O • m J Depth, ft.m < z!m m -A p' Z z a o O o D Sample Sampling Method G)0 m -vi c Z -nfp mac. Moisture, °% $' Dry Density, pcf 9 Z An ° g c a r, D tDo $ N Pocket Pent, tsf Torvane, tsf oo N O . Ground Water e~o ora A d 7 Soil Lithology w O O rA a A ,� C/) O 0 O O. v A O 0Cr 00 C m _ v nn r 0 _ D < Z p at m CO) Cr CD Z m W =� O CDy Z Z O M 00 i = = = = = = = = = = = = = = r M Jl A W N � 0 m n z Z0 0 5 7 Sample Sampling Method Z A W N N ' a Moisture, % III III�I�I/II�I�I�I�I� D Ca I Jill I� I� I�I� I� I1 IA I/I Dry Density, pcf z m � �n C7 a z � 0 Pocket Pent, tsf Torvane, tsf aQQ N O Ground Water r G n x O M i 0 Z ►+ '7d c7 Depth, ft.m G � 0 m n z Z0 0 5 7 Sample Sampling Method Z Z Z C ' a Moisture, % O D Ca ' o f@ Dry Density, pcf z m � a A w D go D $ N Pocket Pent, tsf Torvane, tsf N O Ground Water Soil Lithology ►+ '7d c7 0 o e^o_ C/) O 8 r- a ins ° 0 oA r O to ? v CD CA fl) O 0. rr o :3 A M 0 D Z vM < M n G Z p ON a 14 m Cr M Zm R. Z .� Z C (MA O 1 • m `O Depth, ft. m > m O 5 m {� Z Z Lt o O 51 3 Sample Sampling MethodZ G) n m Z —4 C Z g �' a ' (D Moisture, % p y a) nn a FL Dry Density, pcf Z m 0 o oo � n D Io N $ to Pocket Pent, tsf Torvane, tsf �e N O Ground Water A A d 3 Soil Lithology w p O rn A o G O @ Cr S o o btJ O Cr v A 0 Cr M o CO) z 0 m < c z o 'p o m o0 N N Cr N"1 Z m o z Z o :. X 0 M = M M M M Depth, ft.m X < m o y O n --4 r- m r—jt N a. z _ c O o D Sample Sampling Method G)On � c �a T Moisture, %D MI y � nn c ul Dry Density, pcf z m 0 D Q° Pocket Pent, tsf N $ Torvane, tsf a A Ground Water �e A A d � Soil Lithology c o A n o O B C a g.. ° ° M C� r O C 1< Cr& O v M ( e9 O o UT1 2L M O CO) X C D Z vM r n < Z p o N Cr -n V Z m �w 5 M Z Z O `° o m .. ;Cl PLATE NUMBER 12 r Double -Ring Infiltrometer Data Sheet (ASTM D 3385) ' Project: RIDGEWAY DEVELOPMENT, KELLEY RIDGE RD, OROVILLE CA. ' Location: NEAR TEST PIT NO. 2 (TP -2) Tech.: DAVID WELCH Reservoir vol/in: 12.56 H cu in = 3.14 X 22 X H ' Ring Area (int) Head (in) Penetration (in) Inner: 117.86 6.5 3 Outer -Inner: 334.53 6.5 3 u z m y inw •• o c >_ P� _ c civ 'E c E� N N i. E = .. c w a N co E uwP .. L z L- M .0 c cw. .. z N W m Co c �' c c Sof a� C c c 0, c OE Comments 1 S 15 -Oct 11:47 20 1.03 1.63 0.0055 0.0031 Presaturate 18-hrs over night. Level dropped about 3 inches overnight. E 15 -Oct 12:07 0:20 2 S 15 -Oct 12:07 50 0.75 0.90 0.0027 0.0011 E 15 -Oct 12:37 0:30 3 S 15 -Oct 12:37 80 0.30 0.90 0.0011 0.0011 E 15 -Oct 13:07 0:30 4 'S 15 -Oct 13:07 110 0.15 0.72 0.0005 0.0009 E 15 -Oct 13:37 0:30 5 S 15 -Oct 13:37 140 0.10 0.90 0.0004 0.0011 E 15 -Oct 14:07 0:30 6 S 15 -Oct 14:07 200 0.15 1.4 0.0003 0.0009 E 15 -Oct 15:07 1:00 7 S 15 -Oct 15:07 240 0.07 0.9 0.0002 0.0008 E 15 -Oct 15:47 0:40 S S E S E S E S E S F-7 E PLATE 13 0.010 0.009 0.008 — 0.007 c z 0.006 OC c 0 0.005 E; c c 0.004 d E d 0.003 0.001 Incremental Infiltration Rate (Percolation Test) 10 Elapased Time (min) 100 1000 ■ Annular Space Infiltation -4- Inner Ring Infiltration Power (Inner Ring Infiltration) Equation of the Line y = 0.4992x"1.4321 Correlation Coefficient R2 = 0.9737 pIRfp� NEIL O. ANDERSON & ASSOC., INC. ICN GE EWNAL SEiMCES- BIO NEHNNCi LABORA70RES = W 22 Halston Ln lad, CA 91249 O (M)997 -VM 7Js `�� PLATE 14 .. .. .. ._. ... .. .. a .. ... .. .. ... �� STORM WATER MANAGEMENT PLAN AT RIDGEWAY ENTERPRISES BBA ENGINEERING JOB -NR: 99054 DATE: 10/25/1999 Drainage Detention Pond at Ridgeway Enterprises Pond to detain peak discharge from 10 -year event created by full development of the Ridgeway Enterprises lands. Postdevelopment peak discharge is not to exceed existing predevelopment 10 -year peak at the culvert crossing of Highway 162. Standard method for estimating peak discharge in Butte County is the Rational Method. Calculations with the Rational Method result in unrealistic numbers due to limitations of this method. CalTrans does not recommend the Rational Method for areas larger than 0.5 square miles (320 acres). The entire contributing watershed (Ridgeway Enterprises lands plus other lands) for the crossing of Highway 162 is 346 acres (see basin map). Thus the SCS TR -55 method is used which is accepted by CalTrans for drainage areas of less than 2000 acres. The entire runoff from the contributing watershed is routed through the pond but only the additional peak discharge created by full development of Ridgeway Enterprises lands is detained. Discharge from land in the southeast comer (12 acres) can not be routed into detention pond. Part of this non routeable area (7 acres) will be fully developed, the rest remains undeveloped. The maximum outflow from the pond is reduced by the additional peak discharge from the development of the non routeable section. The pond drains into the existing 60° RCP along Kelly Ridge Rd. The peak discharges are obtained by the Graphical Peak Discharge Method. Rainfall distribution for Butte County is Type I. Time of concentration (most remote point to drain of pond) for predevelopment is 30 min, for postdevelopment 20 min, for the non routeable area 10 min (see calculations). The runoff curve numbers (CN) are for soil class C and are weighted over the entire area. Peak'discharges calculated by the Graphical Peak Discharge Method are as follows: For the 10 -year storm: • 132 cubiafeet/sec for the existing predevelopment status of the entire watershed • 347 cubic-feet/sec for the postdevelopment status of the area routed through the pond • 24 cubic-feet/sec for postdevelopment of the area not routed through the pond. For the 100 -year storm: • 296 cubic-feet/sec for predevelopment • 583 cubic-feet/sec for postdevelopment routed • 37 cubic-feet/sec for postdevelopment not routed. Required volume for the pond according to TR55 (see calculations) using an average discharge through the outlet structure is as follows: • 1,065,900 cubic -feet (24.47 ac -ft) for the 10 -year event 0 1,484,000 cubic -feet (34.07 ao-ft) for the 100 -year event. DETENTION POND The pond is cut from the existing ground. As necessary a levee is constructed from impervious material with a 3 feet wide crest. Cut and fill for the pond and levee are done with the following minimum slopes: • Inside of the pond: 3:1 (H:V) • Cut above the top line of the pond: 3:1. • Fill on the outside of the pond: 3:1. The pond has the following dimensions: • Top of the levee is at 855.00'. • At elevation 854.00' the pond volume is approximately 1,884,600 cubic -feet, 22% more than the required volume for detention of a 100 -year event. • At elevation 849.60' the pond volume is approximately 1,065,900 cubic -feet, the required volume for detention of a 10 -year event. • At elevation 852.00' the pond volume is approximately 1,468,000 cubic -feet, the required volume for detention of a 100 -year event. OUTLET CONTROL STRUCTURE The outlet control structure drains through a 42° CMP into the existing 60" SD along Kelly Ridge Road. It consists of 3 orifices with slide gates. First orifice at elevation 843.0 is 31.20° in diameter, second orifice at 846.0 is 42' and at elevation 849.00, the orifice is 36°. The maximum discharge at elevation 854.00 is 254.5 cubic-feet/second, less than the predeveloped runoff from a 100 -year event. This fact is included in the calculations for required storage volume for detention of a 100 -year event. At higher water levels, the outlet structure allows water to spill into the overflow on top of the structure. To control overflow of the pond when rainfall events greater than 100 -year occur and the storage volume of the pond is exceeded, the following structure is constructed: • Emergency spillway @ 854.00' at the southwest comer of the pond along Rachel Drive. 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FT/SEC C -LING -15 23.E Z3.9,: 2. Z- . s 10 2.22 5Z9 0,0� i G `f' Q, 0.1 0.5t jo s� 10 23o i. S i 1.0, 12.2Z 1.2 Z (.q 0,9 ).-7/ 1225 3.Z iso 1.1 j 11.5 2.c L+.-7 IsI' 0,013 a .'� q.99 1Z 2y- 5-� 5�0 37 I 12.E 20�-- I TID 2.3 0. 2.07 S8.1 q Z 22c 1.5' 2.5 (�.3 I.Bg �1� ?�° rki�. 9.011 1-7 5o 0. 2.5 I I. 22g L+7." 0.05 3 2 0 -- - Ig0 22w -Q. `811 N 0.02 2 ( 0.5. 0.(z 0 p4. (,.( 4S6 3.0 Ig, r 1-1-7 G 17I (b I n 0 07 (o.�1 Q g 5.5 12�. -� -7 ISO I.0 z'j 121. 21. G� (.�05 21Lt `�I �. )2� -,'o O.OZ _u .kJe rti 3 2 (p as GO �a 2.22 21 lc DI (S 2 0, D"1 0 I.s Ti q'S_; -PC) 5. 0.L 14.5 8.7 '5, I Zb I g z.s �� (.��- ►�.� ? �,oZ � � : 2r~ .. o a E a v no � M m n -t -10 _ C r O' �1 m O CD _ - z rro 0 TI 0 ;. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Cr unty Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 RMIT N (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 069-990-016 Win BUILDING PERMIT "trXN KOHRDT T!ff§DNS670 SO. FT. OCC. BUILDING VALUATION EST 00 ' W" Y?XGE RD, OORVILI& CA 95966 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation Is 1,000.00 ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ 25.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 5295 OLIVE HWY, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 45.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other COMMERCIAT, SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DEMOLITION Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 OOOVOR LE Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law ff the following reason: �' I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. BLDS. 3.52FT. Ho R61D MULTI.OUTLET @7.50 8PSIONGLE OUTLET CIR.WER APPARATUS OUTLET DR FOcruREs zo p 1.00 Ex. Occu aAL 0 .so Ex. Occup. OUTLEEDTSF(RRESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Ikl*�l have and will maintain workers' compensation Insurance, as required by Section 3700 of the labor Code, for the performance of work for which this permit is issued. My workers' koZP sati insurance carrier and policy number are: Carrier r"' Policy Num er (The above sections need rFof 04coffi—plLfted if Wpermit is for work of a valuation J,10f one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of Californi , and agree that if I should become subject to the workers' compensation provi ions of section 3700 of the Labor Code, I shall rthwith cc I th Be r visions. ' AA X Date t/ _ Sig Lure of Aorilant - ❑ Ow—n-e'rf ❑ Contractor ❑ Agerft V_ An OSHA permits required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI= $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 45.00 HAZ. I D. FEES IMP FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid.' By ate i PERMIT EXPIRES ON ( �3 Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PE MITW o. (Rev. 12/96) APPLICATION AND PERMIT 9 —,J: FW ASSESSOR PARCEL NUMBEr N�/J BUILDING PERMIT NER TE�'NONE D S!�? S.Q. FT. OCC. BUILDING VALUATION OWNERS MU440 ADD 39 X10 HecC?eWZ 0e, tie %Co CONTRACTORS NAME TE M40ONE CONTRACTOR'S MOUING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADORESs Fireplace Total Valuation S ARCHITECT OR ENOINEFA LICENSE NO. Fiin Fee $ 20.00 ARCNCTECT OR ENOWEER'S MAIUNO ADDRESS BuaDwo AooREss Permit Fee S Plan Checking Fee $ Energy Plan Checking Fee $ S PERMIT FEE S LOT NO. 9UBDN610N'S NAME PARCEI MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE � ���,�� SF 13 Duplex ❑ Mobilehome Other _=��j � 4!"0ye'L1CJ SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: —X>to . d ` Each as water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile HomeS G W Q20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 200A OR LESS 23.00 . i i I Main Service 200A TO IOOOA 46.00 NEW CONST. OWELUNCL OCCUP. SO. OR ADDNS. 6 ACC. aws. 3.5¢F7. NEWO MULTI -OUTLET Nom. @7.50 FOWER APPARATUS 6 SWOLE OUTLET CIR. Ex. Occup. OUTLET OR FOCTURES 2O ® "00 SAL 9 .SO Ex. OCCU .FOCED APPLNS. OR ourtETs Esso. Ew 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ OCC `ID T. rf'E TOTAL FEE $ • D. FEES IMP FLOOD I CDF PARCEL I PO ND ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Dale) ENGINEERING SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 STRUCTURAL CALCULATIONS Client: RIDGEWAY ENTERPRISES INC. Project: KELLY RIDGE SHERIFF'S SUBSTATION Location: KELLY RIDGE ROAD, OLIVE HWY RACHELL DRIVE Note: / Q�pFESES ��O GNARLES �Frn 1�2 c? = 2 LD w C-0281 OF ATTENTION: This engineer is not responsible, for on site inspection to assure compliance with the materials or workmanship specified herein. This engineer is not responsible for any changes in the specifications unless approval is authorized in writing by the engineer. Workmanship is to be of highest quality and in all cases to follow accepted construction practice, the Uniform Building Code, and local building department standards. Kenneth C. Lenhardt, P.E. Job # 99-037 KENNETH C. LENHARDT P.E. JOHN D. CHRISTOFFERSON P.L.S. LOADS uno. Roof )Dead Lead=20 psf for trusses and high slope rafters, 15 psf for rafters. Roof Live Load (No Snow Loads) 12 psf Fluor Dead Load= 10 psf, Decks D.L. =10 psf Flour Live Load=40 psf for residential, 50 psf for office, and 100 psf for retail. Wall Dead Load=10 psf. 1. General a) All work shall conform to the 1994 UBC and applicable local codes. h) Where applicable, allowable stresses have been increased 15% for snow, 33% seismic, and 60% for wind and seismic connections (timber). c) Seismic zone 3. Basic wind speed=75mph., exposure C, based upon UBC 1614 d) Snow loading as per UBC appendix chapter 16 division 1. e) The Engineer is responsible for the structural items in the plans only. Should any changes be made from the design as detailed in these calculations without written approval from the Engineer then the Engineer assumes no responsibility for the entire structure or any portion there of. Should the results of the calculations not be fully.or properly transferred to the plans, the engineer assumes no responsibility for the structure. t) All water proofing and flashing (roofs, foundations, garage floors, etc.) is the responsibility of the contractor or owner. g) These calculations are based upon a completed structure. Should an unfinished structure be subjected to loads, the Engineer should be consulted for an interim design or if not, will assume no responsibility. 2. Site Werk a) Assumed soil bearing pressure= 1500 psf, determined in accordance with UBC table 18-1-A. h) Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions encountered must be brought to the attention of the Engineer. c) These calculations assume stable, undisturbed soils and level or stepped footings. Any other conditions should be reported to this Engineer. d) All footings shall [sear on undisturbed soil with a footing depth below frostline, (18" or 24" as per local requirements). Finished grade shall slope away from foundation. 3. Concrete, Masonry a) Concrete shall have a minimum 28 day.compressive strength of 2500psi uno. h) Concrete shall be air entrained to not less than 5% and not more than 7%. c) Slabs shall be reinforced with 6x6XlOWW mesh as per ASTM A185, or with Fibermesh as per manufacturer's specifications. Water proofing of any garage slab over timber framing system is the responsibility of the owner or contractor. d) Waterproofing of foundations and retaining walls is the responsibility of the owner or contractor. e) Reinforcement shall be grade 60 as per ASTM A615 uno. Lap reinforcing bar splices 40 bar diameters, uno. t) Concrete stem walls and footings are to be a monolithic pour, or provide vertical #4's a 18" oc. in stemwall developed into fiooting, provide 2 #4's horizontal continuous in perimeter footing min. (1 top, 1 bottom). g) All masonry units shall conform do ASTM C 90 grade N. h) All masonry cells are to be solid grouted with mortar conforming to ASTM C279 Type S, with a 28 clay compressive strength of 2000 psi min. 4. Framing/Luinher a) Roof Sheathing. Use 5/8" CDX APA rated [(40/20) for 5/8", (48/24) for 3/4") sheathing. The thickness is per APA load tables based upon roof Iive load and framing spacing. Apply face grain (long dimension) perpendicular to framing, stagger panels and nail with 8d @ 6" edge, 12" field. uno. 7/16" OSB if stated on plan. b) Floor Sheathing. Use 3/4" T&G APA rated sheathing. Glue and nail with 8d cr 6" edge, 10" field. uno. c) Sheathing shall conform to APA, PS 1. Shear sheathing shall be C -D, C -C, or 303 (T-1-11). Alternate sheathing may be substituted for floors, roofs, and shear walls provided they are structurally equivalent. (l) Headers uno. Headers that are not specifically addressed in the calculations shall be 6x8 DF #1 (OK by observation). Use (2) trimmers on all openings 5'0" and larger uno. - or (2) continuous log courses. e) Floor joists.. Use manufactured "I" joists (such as Truss Joists), size space as per manufacturer's recommendations (use L/480 min). Use manufactured rim board (such as Timber Strand) with all "1" joists. Use a double rim board in all locations where ledgers are used (such as deck ledgers). Douglas Fir #2 may be substituted for "I" joists. Size and space in accordance with UBC table 23 -1 -V -J-1 using E=1.6 max. Engineer recommends using E< 1.2. t) Sill plates shall be pressure treated Douglas fir or Hem Fir. J� g) Studs shall be stud grade or better. In no instance shall a stud wall be used to retain soil or resist lateraln ressure due/ to snow loading. rn the case of snow build up against a stud wall the owner shall be responsible to eliminate snow to stud wall contact. h) All framing lumber shall be Douglas Fir Larch.. Lino. i) Glu-lams shall be 24F-V4 uno. Glu-lams exposed to weather must be rated for exterior use by the manufacturer. J) Micro-lams (laminated veneer lumber) shall have Fb=2800 psi & Fv=285 psi min. k) Splice all beams over supports or sawcut top 1/3 at support (not @n cantilevers), uno. l) Where (3) or more trimmers are specified, those trimmers are to be stacked in all wall framing and solid blocked at the floor levels to the foundation. m) Where posts with Column caps or bearing plates are called out for, the load is to be transferred to the foundation by vertical grain only. Lino. n) All built LIP, laminated double or multiple 2X joists and beams shall be nailed together with 16d nails at 8" oc. staggered, Lino. 0) All nails shall be common or green sinkers as specified. Where exposed to weather, nails shall be galvanized. p) All framing members specified in these calculations are minimums, and larger members may be substituted. 5. Hardware / Structural Steel a) All hardware called shall be Simpson Co. installed as per manufacturer's specifications. b) Structural steel shall conform to ASTM A36. Pipe columns shall conform to ASTM A501. c) All welding shall conform to the American Welding Society specifications. All welding shall be clone by welders certified by the local building authority. Fillet welds are designed using one half stresses not requiring special inspection. unix. (1) All welding electrodes shall be E70XX or.shielded wires with Fy< 70ksi. 6. Trusses Spacing=24"oc. Lino. a) All prefabricated trusses shall be fabricated by a code approved manufacturer. The manufacturer shall supply shop drawings for review by this Engineer and shall be responsible for the design and certification of the trusses. b) It is the responsibility of the manufacturer to conform the truss design according to the loading conditions as 'called fir in these calculations, such as (1) live and (lead loads, (including drab loads); (2) truss spacing; (3) spans and eave overhangs, (4) roof pitch; and (5) bearing points. c) The truss manufacturer shall be responsible for all truss to truss connections. cl) The truss manufacturer shall provide a means of attic access when spacing is 16" oe or less. e) Gable end trusses shall be structural, designed to support overhand and to allow a top chord notch of 1 1/2". t) Trusses are to stack over wall studs at bearing points when snow loads are greater than 120 psf. Girder trusses are to be supported by multiple trimmers. g) All non-bearing walls are to have a 1/2" gap to the bottom chord of trusses. Secure bottom chord to wall with Simp. DTC. on truss layout. h) Trusses are to be handled, installed and braced in accordance with HIB-91 of the Truss Plate Institute. Bracing and/or bridging shall be provided for and detailed by the truss manufacturer. i) Truss Loading (or as shown on manufacturers calcs) TOP CHORD DEAD LOAD= 10 psf BOTTOM CHORD DEAD LOAD= 10 psf SNOW LOAD (reduced for pitch)=N/A DRAG LOADS=15001#min(uno), where drag trusses are specified on plans. SPECIAL LOADING CONDITIONS: 7. Snow Loads - N/A (til e:99037ST. CALCS) m PA ... ... .. PA ..I.�_� -41 T am 0/ ENGINES M SURVEYIW PLANNING 220 GRAND AVENUE OADVIUA CA 85965 (530) 533-2068 S IEShn,IC, %foo/- 1,> L = 2OpsF n I- = i0)!)s F V_ =TRRN S /Zoo F Wq- r2op s/-- x 20'� s/- X ��o V Do'" -7D./03 = %'d•� t4T,2oC 5, T X 3�ili 20�'S'� Oil, �6 "0-78 @ (o /Z �- � 202.x' •- �� ' _ /� y �/ :2 r7 c Z GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068. L/-7Tee 9L ANAs. -1.5/Z u//N D L0�4/7 f/YM pA/ nn rNo v Z. Exp, $ T.= A o i i GDA ENGINEERING & SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 FAX 530-533-3551 Title: SHERIFF SUBSTATION Job # 99037 Dsgnr: KCL Date: 10:06AM, 19 MAY 99 j Description: INTERSECTION OF OLIVE HWY.-KELLY RIDGE -RACHEL DR. Scope: STRUCTURAL.CALCS. Rav 506001 Plywood Shear Wall & Footing Page 1 I Description LINE A-4' PANEL General Information # Plywood Layers 1 Wall Length 4.000 ft End Post Dimension 3.00 in Plywood Grade Structural II Wall Height 8.000 ft Seismic Factor . 0.103 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 3/8" Ht / Length 2.000 Stud Spacing 16.00 in 4.000ft = 0.00 lbs Loads 0.00 lbs Vertical Loads... 0.00 lbs Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft 145.00 pcf Uniform Load # 1 120.00 #/ft 0.00 ft to 4.00 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 184.00 #/ft 4.000ft = 736.00 lbs Uniform Shear @ Top of Wall 0.00 #/ft 4.000ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 2.750 ft Concrete Weight 145.00 pcf Wall Length 4.000 ft Rebar Cover 3.00 in Past Right Edge of Wall 2.750 ft fc 2,500.00 psi Footing Length 9.500 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Design OK Wall Summary... Using 3/8" Thick Structural II on 1 side/s, Nailing is 8d at 6 In @ Edges, 8d at 12 in @ Field Applied Shear = 192.2#/ft, Capacity = 260.000#/ft -> OK Wall Overturning = 6,019.8ft-#, Resisting Moment= � @9 Oft-#, End Uplift = 4,494. 6lbs /25i Max. Soil Pressures: @ Left = 889.3psf, @ Righi v 9%.3psf j/SE 14 Pq 14 J�,9% Footing Summary... Max. Footing Shear= 10.74psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 1.524: 1 Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... GDA ENGINEERING & SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530.533-2068 FAX 530-533-3551 Rm 506001 Description LINE A-4' PANEL Title: SHERIFF SUBSTATION Job # 99037 / Dsgnr: KCL Date: 10:06AM, 19 MAY 99 �d Description: INTERSECTION OF OLIVE HWY.-KELLY RIDGE -RACHEL DR. Scope: STRUCTURAL CALCS. Plywood Shear Wall & Footing Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 3.118 ft 3.118 ft Soil Pressure @ LEFT Side of Footing 889.34 psf 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 889.34 psf Moments... Actual Mu @ Left Wall Edge 2,362.07 ft-# 2,362.07 ft-# Actual Mu @ Right Wall Edge 575.70 ft-# 575.70 ft-# Shears... vu/.85 @ 'd' from Left Wall Edge 10.739 psi 2.488 psi vu/.85 @'d' from Right Wall Edge 2.488 psi 10.739 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 6,788.80 ft-# 6,788.80 ft-# Resisting Moment 10,343.13 ft-# 10,343.13 ft-# Overturning Stability Ratio 1.524 :1 1.524 :1 Page 2 GDA ENGINEERING & SURVEYING 220 GRAND AVENUE OROVILL' E, CA 95965 530-633-2068 FAX 530-533-3551 Title: SHERIFF SUBSTATION Job # 99037 Dsgnr: KCL Date: 10:06AM, 19 MAY 99 Description: INTERSECTION OF OLIVE HWY.-KELLY RIDGE -RACHEL DR. Scope: STRUCTURALCALCS. Rev. 506001 Plywood Shear Wall & Footing Page 1' Description LINE A-7' PANEL General Information # Plywood Layers 1 Wall Length 7.000 ft End Post Dimension 3.00 in Plywood Grade Structural II Wall Height 8.000 ft Seismic Factor 0.103 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick 3.00 Thickness 3/8" Ht / Length 1.143 Stud Spacing 16.00 in ` 7.000 ft = 0.00 lbs Loads 0.00 lbs Vertical Loads... 0.00 lbs Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft 145.00 pcf Uniform Load # 1 120.00 #/ft 0.00 ft to 7.00 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 It Lateral Loads... Uniform Shear @ Top of Wall 184.00 #/ft 7.000ft = 1,288.00 lbs Uniform Shear @ Top of Wall 0.00 #/ft ` 7.000 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft_# Footing Past Left Edge of Wall 2.250 ft Concrete Weight 145.00 pcf Wall Length 7.000 It Rebar Cover 3.00 in Past Right Edge of Wall 2.500 ft Pc 2,500.00 psi Footing Length 11.750 ft Fy 40,000.00 psi "in Ctool Ae 0/ 0.00140 Footing Width 1.00 ft Footing Thickness 12.00 in Design OK Wall Summary... Using 3/8" Thick Structural II on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 192.2#/ft, Capacity = 260.000#/ft -> OK Wall Overturning = 10,534.7ft-#, Resisting Moment = 44�-96A-A#t-#, End Uplift =894 96+bs / 03 6 # Max. Soil Pressures: @ Left = 1,039.3psf, @ Rigay-983.6psf Footing Summary... Max. Footing Shear = 10.96psi, Allowable = 100,00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overtuming Stability Ratio = 1.520: 1 Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... GDA ENGINEERING & SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530533-2068 FAX 530-533-3551 Rev. 508001 Description LINE A-7' PANEL Title: SHERIFF SUBSTATION Job #99037 / Dsgnr: KCL Date: 10:06AM, 19 MAY 99 Description: INTERSECTION OF OLIVE HWY.-KELLY RIDGE -RACHEL DR. Scope: STRUCTURALCALCS. Plywood Shear Wall & Footing Page 2 Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 3.884 ft 3.771 ft Soil Pressure @ LEFT Side of Footing 1,039.33 psf 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 983.62 psf Moments... Actual Mu @ Left Wall Edge 2,100.13 ft-# 2,406.77 ft-# Actual Mu @ Right Wall Edge 428.20 ft-# 385.38 ft-# Shears... ' vu/.85 @'d' from Left Wall Edge 9.550 psi 1.658 psi vu/.85 @ 'd' from Right Wall Edge 2.073 psi 10.965 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 11,880.40 ft-# 11,880.40 ft-# Resisting Moment 18,059.53 ft-# 18,409.53 ft- # Overturning Stability Ratio . 1.520 :1 1.550:1 GDA ENGINEERING & SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 FAX 530-533-3551 Title: SHERIFF SUBSTATION Job # 99037 Dsgnr: KCL Date: 10:06AM, 19 MAY 99 13/ Description: INTERSECTION OF OLIVE HWY.-KELLY RIDGE -RACHEL DR. Scope: STRUCTURALCALCS. aw 506001 Plywood Shear Wall & Footing Page 1 Description LINE B-6.5' PANEL General Information # Plywood Layers 1 Wall Length 6.500 ft End Post Dimension 3.00 in Plywood Grade Structural II Wall Height 8.000 ft Seismic Factor 0.103 Nail Size 6d Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 3/8" Ht / Length 1.231 Stud Spacing 16.00 in 6.500 ft = 0.00 lbs Loads 0.00 lbs Vertical Loads... 0.00 lbs Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft 145.00 pcf Uniform Load # 1 120.00 #/ft 0.00 ft to 6.50 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 119.00 */ft 6.500 ft = 773.50 lbs Uniform Shear @ Top of Wall 0.00 #/ft 6.500 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 1.000 It Concrete Weight 145.00 pcf Wall Length 6.500 ft Rebar Cover 3.00 in Past Right Edge of Wall 1.250 ft fc 2,500.00 psi Footing Length 8.750 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Design OK Wall Summary... Using 3/8" Thick Structural 11 on 1 side/s, Nailing is 6d at 6 in @ Edges, 6d at 12 In @ Field Applied Shear = 127.2#/ft, Capacity = 200.000#/ft -> OK Wall Overturning= 6,402.2ft-#, Resisting Moment= 4 225. Oft-#, End Uplift= 334.96lbs 549"' Max. Soil Pressures: @ Left = 1,143.6psf, @ Rlgfiif - 1,054.5psf YnAYD ZZ )All 6dCO3+1. Footing Summary... Max. Footing Shear= 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 1.532: 1 Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... GDA ENGINEERING & SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 FAX 530-533-3551 Title: SHERIFF SUBSTATION Job # 99037 Dsgnr: KCL Date: 10:06AM, 19 MAY 99 �� Description: INTERSECTION OF OLIVE HWY.-KELLY RIDGE -RACHEL DR. Scope: STRUCTURAL CALCS. Rev. 506001 Plywood Shear Wall & Footing Page 2 Description LINE B-6.5' PANEL Footing Analysis 0.000 psi 0.000 psi vu/.85 @ 'd' from Right Wall Edge Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 2.878 ft 2.751 ft Soil Pressure @ LEFT Side of Footing 1,143.64 psf 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 1,054.54 psf Moments... 1.532 :1 1.577:1 Actual Mu @ Left Wall Edge 497.82 ft-# 697.86 ft-# Actual Mu @ Right Wall Edge 95.16 ft-# 76.13 ft-# Shears... vu/.85 @ 'd' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @ 'd' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 7,229.30 ft-# 7,229.30 ft Resisting Moment 11,075.78 ft-# 11,400.78 ft-# Overturning Stability Ratio 1.532 :1 1.577:1 GDA ENGINEERING & SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 FAX 530-533-3551 Title: SHERIFF SUBSTATION Job # 99037 Dsgnr: KCL Date: 10:06AM, 19 MAY 99 r Description: INTERSECTION OF OLIVE HWY.-KELLY J RIDGE -RACHEL DR. Scope : STRUCTURAL CALCS. Rev. 506001 Plywood Shear Wall & Footing Page 1 Description LINE B-10.5' PANEL General Information # Plywood Layers 1 Wall Length 10.500 ft End Post Dimension 3.00 in Plywood Grade Structural If Wall Height 8.000 ft Seismic Factor 0.103 Nail Size 6d Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 3/8" Ht / Length 0.762 Stud Spacing 16.00 in 10.500 ft = 1,249.50 lbs Loads 0.00 */ft 10.500ft = Vertical Loads... Strut Force Applied @ Top of Wall 0.00 lbs Point Load # 1 0.00 lbs at 0.00 ft 0.00 lbs Point Load # 2 0.00 lbs at 0.00 ft Moment Applied @ Top of Wall Point Load # 3 0.00 lbs at ft Uniform Load # 1 120.00 #/ft 0.00 ft to 10.50 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 119.00 #/ft 10.500 ft = 1,249.50 lbs Uniform Shear @ Top of Wall 0.00 */ft 10.500ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 10.500 ft Rebar Cover 3.00 in Past Right Edge of Wall 0.000 ft fc 2,500.00 psi Footing Length 10.500 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Design OK Wall Summary... Using 3/8" Thick Structural II on 1 side/s; Nailing is 6d at 6 in @ Edges, 6d at 12 in @ Field Applied Shear = 127.2#/ft, Capacity = 200.000#/ft -> OK Wall Overturning = 10,342.1ft-#, Resisting Moment = 'H -9j5-#, End Uplift = O-Wlbs 2 8 / Max. Soil Pressures: @Left = 1,191.9psf, @ Ri9,191.9psf /�p� �0 77 V/Aci Footing Summary... Max. Footing Shear = 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @m Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 1.629 : 1 GDA ENGINEERING & SURVEYING Title: SHERIFF SUBSTATION Job f# 99037 220 GRAND AVENUE Dsgnr. KCL Date: 10:06AM, 19 MAY 99 / OROVILLE, CA 95965 Description: INTERSECTION OF OLIVE HWY.-KELLY I RIDGE -RACHEL DR. 530-533-2068 Scope: STRUCTURAL CALCS. FAX 530-633-3551 Rev. 606001 Plywood Shear Wall & Footing Page 2 Description LINE &10.5' PANEL Footing Analysis Lateral Forces Forces Actin in Direction Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 3.224 ft 3.224 ft Soil Pressure @ LEFT Side of Footing 1,191.87 psi 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 1,191.87 psf Moments... Actual Mu @ Left Wall Edge 0.00 ft_# 0.00 ft-# Actual Mu @ Right Wall Edge 0.00 ft-# 0.00 ft_# Shears... vu/.85 @ 'd' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @ 'd' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 11,678.10 ft-# 11,678.10 ft-# Resisting Moment 19,018.13 ft-# 19,018.13 ft-# Overturning Stability Ratio 1.629 :1 1.629:1 GDA ENGINEERING & SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 FAX 530-633-3551 Title: SHERIFF SUBSTATION Job # 99037 Dsgnr: KCL Date: 10:06AM, 19 MAY 99 Description: INTERSECTION OF OLIVE HWY.-KELLY RIDGE -RACHEL DR. Scope: STRUCTURALCALCS. Rev. 906001 Plywood Shear Wall & Footing Page 1 Description LINE 1-11.5' PANEL General Information # Plywood Layers 1 Wall Length 11.500 ft End Post Dimension 3.00 in Plywood Grade Structural II Wall Height 8.000 ft Seismic Factor 0.103 Nail Size 6d Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 3/8" Ht / Length 0.696 Stud Spacing 16.00 in 11.500 ft = 0.00 lbs Loads 0.00 lbs Vertical Loads... 0.00 lbs Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft 145.00 pcf Uniform Load # 1 160.00 #/ft 0.00 ft to 11.50 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 56.00 #/ft 11.500 ft = 644.00 lbs Uniform Shear @ Top of Wall 0.00 #/ft 11.500 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft_# Footing Past Left Edge of Wall 0.000 ft Concrete Welght 145.00 pcf Wall Length 11.500 ft Rebar Cover 3.00 in Past Right Edge of Wall 0.000 ft fc 2,500.00 psi Footing Length 11.500 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Design OK Wall Summary... Using 3/8" Thick Structural II on 1 side/s, Nailing is 6d at 6 In @ Edges, 6d at 12 in @ Field Applied Shear = 64.2#/ft, Capacity = 200.000#/ft -> OK Wall Overturning = 5,531.Oft-#, Resisting Moment = 15,870.Oft-#, End Uplift = 0.00Ibs Max. Soil Pressures: @ Left = 669.5psf, @ Right = 669.5psf Footing Summary... Max. Footing Shear = 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 4.060 : 1 GDA ENGINEERING & SURVEYING Title: SHERIFF SUBSTATION Job# 99037 220 GRAND AVENUE Dsgnr: KCL Date: 10:06AM, 19 MAY 99 Description: INTERSECTION OF OLIVE HWY.-KELLY OROVILLE, CA 95965 RIDGE -RACHEL DR. 530-633-2068 scope : STRUCTURAL CALLS. FAX 530-633-3551 Arr. 506001 Plywood Shear Wall & Footing Page 2 Description LINE 1- 11.5' PANEL Footing Analysis Lateral Forces Actino in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 1.416 ft 1.416 ft Soil Pressure @ LEFT Side of Footing 669.45 psf 100.55 psf Soil Pressure @ RIGHT Side of Footing 100.55 psf 669.45 psf Moments... Actual Mu @ Left Wall Edge 0.00 ft-# 0.00 ft-# Actual Mu @ Right Wall Edge 0.00 ft-# 0.00 ft-# Shears... vu/.85 @'d' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @ 'd' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 6,269.80 ft-# 6,269.80 ft-# Resisting Moment 25,458.13 ft-# 25,458.13 ft-# Overturning Stability Ratio 4.060 :1 4.060:1 GDA ENGINEERING & SURVEYING 2210 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 FAX 530-533-3551 Title: SHERIFF SUBSTATION Job # 99037 / Dsgnr. KCL Date: 10:06AM, 19 MAY 99 Description: INTERSECTION OF OLIVE HWY.-KELLY RIDGE -RACHEL DR. Scope: STRUCTURALCALCS. Rev. 506001 Plywood Shear Wall & Footing Page 1 Description LINE 1- 12.5' PANEL General Information # Plywood Layers 1 Wall Length 12.500 ft End Post Dimension 3.00 in Plywood Grade Structural II Wall Height 8.000 ft Seismic Factor 0.103 Nail Size 6d Wall Weight 10.000 psf Nominal Silt Thick. 3.00 Thickness 3/8" Ht / Length 0.640 Stud Spacing 16.00 in 12.500 ft = 700.00 lbs Loads 0.00 #/ft 12.500 ft = Vertical Loads... Strut Force Applied @ Top of Wall 0.00 lbs Point Load # 1 0.00 lbs at 0.00 ft 0.00 lbs Point Load # 2 0.00 lbs at 0.00 ft Moment Applied @ Top of Wall Point Load # 3 0.00 lbs at ft Uniform Load # 1 160.00 #/ft 0.00 It to 12.50 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 56.00 #/ft 12.500 ft = 700.00 lbs Uniform Shear @ Top of Wall 0.00 #/ft 12.500 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 114 Footing Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 12.500 ft Rebar Cover 3.00 in Past Right Edge of Wall 0.000 ft fc 2,500.00 psi Footing Length 12.500 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Design OK Wall Summary... Using 3/8" Thick Structural II on 1 side/s, Nailing is 6d at 6 in @ Edges, 6d at 12 in @ Field Applied Shear = 64.2#/ft, Capacity = 200.000#/ft -> OK Wall Overturning = 6,012.Oft-#, Resisting Moment = 18,750.Oft-#, End Uplift = O.00Ibs Max. Soil Pressures: @ Left = 646.7psf, c@ Right = 646.7psf Footing Summary... Max. Footing Shear= 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, c@ Right = 0.15in2 Minimum Overturning Stability Ratio = 4.414: 1 GDA ENGINEERING & SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 FAX 530.533-3551 Rev. 506001 Title: SHERIFF SUBSTATION Job # 99037 Dsgnr: KCL Date: 10:06AM, 19 MAY 99 Description: INTERSECTION OF OLIVE HWY.-KELLY RIDGE -RACHEL DR. Scope: STRUCTURAL CALCS. Plywood Shear Wall & Footing Description LINE 1- 12.5' PANEL Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 1.416 ft 1.416 ft Soil Pressure @ LEFT Side of Footing 646.70 psf 123.30 psf Soil Pressure @ RIGHT Side of Footing 123.30 psf 646.70 psf Moments... Actual Mu @ Left Wall Edge 0.00 ft_# 0.00 ft-# Actual Mu @ Right Wall Edge 0.00 ft-# 0.00 ft-# Shears... vu/.85 @'d' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @'d' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 6,815.00 ft-# 6,815.00 ft-# Resisting Moment 30,078.13 ft-# 30,078.13 ft-# Overturning Stability Ratio 4.414 :1 4.414 :1 Page 2 GDA ENGINEERING & SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 FAX 530.533-3551 Title: SHERIFF SUBSTATION Job # 99037 / Dsgnr: KCL Date: 10:06AM, 19 MAY 99 2/ Description: INTERSECTION OF OLIVE HWY.-KELLY RIDGE -RACHEL DR. Scope : STRUCTURAL CALCS. Rer gaol Plywood Shear Wall & Footing Page 1 r Description LINE 2--5.5' PANEL General Information # Plywood Layers 1 Wall Length 5.500 ft End Post Dimension 3.50 in Plywood Grade Structural II Wall Height 8.000 ft Seismic Factor 0.103 Nail Size 6d Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 3/8" Ht / Length 1.455 Stud Spacing 16.00 in 5.500ft = 0.00 lbs Loads 0.00 lbs Vertical Loads... 0.00 lbs Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft 145.00 pcf Uniform Load # 1 160.00 #/ft 0.00 ft to 5.50 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 75.00 #/ft 5.500ft = 412.50 lbs Uniform Shear @ Top of Wall 0.00 #/ft 5.500ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 5.500 ft Rebar Cover 3.00 in Past Right Edge of Wall 0.250 ft fc 2,500.00 psi Footing Length 5.750 It Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in. Design OK Wall Summary... Using 3/8" Thick Structural If on 1 side/s, Nailing is 6d at 6 in @ Edges, 6d at 12 in @ Field Applied Shear = 83.2#/ft, Capacity = 200.000#/ft -> OK 'd Wall Overturning = 3,481.3ft- #, Resisting Moment =ft-#, End Uplift = 0:1 Ms / %/ Max. Soil Pressures: @ Left = 1,481.1 psf, @ R��1,279.Opsf Z Z �� 6el Footing Summary...�D / Max. Footing Shear = O.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 1.530: 1 GDA ENGINEERING & SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530533-2068 FAX 530-533-3551 Title: SHERIFF SUBSTATION Job # 99037 Dsgnr: KCL Date: 10:06AM, 19 MAY 99 Description: INTERSECTION OF OLIVE HWY.-KELLY RIDGE -RACHEL DR. Scope : STRUCTURAL CALCS. Rev. 508001 Plywood Shear Wall & Footing Page 1 Description LINE 2--12.5' PANEL General Information # Plywood Layers 1 Wall Length 12.500 ft tna cost uimension 3.bu in Plywood Grade Structural II Wall Height 8.000 ft Seismic Factor 0.103 Nail Size 6d Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 3/8" Ht / Length 0.640 Stud Spacing 16.00 in 12.500ft = 0.00 lbs Loads 0.00 lbs Vertical Loads... 0.00 lbs Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft 145.00 pcf Uniform Load # 1 160.00 #/ft 0.00 ft to 12.50 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 75.00 #/ft 12.500 ft = 937.50 lbs Uniform Shear @ Top of Wall 0.00 #/ft 12.500ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 12.500 ft Rebar Cover 3.00 in Past Right Edge of Wall 0.000 ft fc 2,500.00 psi Footing Length 12.500 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Design OK Wall Summary... Using 3/8" Thick Structural II on 1 side/s, . Nailing is 6d at 6 in @ Edges, 6d at 12 in @ Field Applied Shear= 83.2#/ft, Capacity= 200.000#/ft -> OK Wall Overturning= 7,912. Off-#, Resisting Moment= 18, 750. Oft-#, End Uplift= O.00Ibs Max. Soil Pressures: @ Left = 728.8psf, @ Right = 728.8psf Footing Summary... Max. Footing Shear= 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 3.360 : 1 GDA ENGINEERING & SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 FAX 530.533-3551 Rev: 506001 Title: SHERIFF SUBSTATION Job # 99037 Dsgnr: KCL Date: 10:06AM, 19 MAY 99 / Description: INTERSECTION OF OLIVE HWY.-KELLY 2 /u RIDGE -RACHEL DR. Scope: STRUCTURAL CALCS. Plywood Shear Wall & Footing Description LINE 2--12.5' PANEL Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 1.860 ft 1.860 ft Soil Pressure @ LEFT Side of Footing Soil Pressure @ RIGHT Side of Footing Moments... Actual Mu @ Left Wall Edge Actual Mu @ Right Wall Edge Shears... vu/.85 @ 'd' from Left Wall Edge vu/.85 @ 'd' from Right Wall Edge Allowable Vn Overturning... Overturning Moment Resisting Moment Overturning Stability Ratio 728.78 psf 41.22 psf 41.22 psf 728.78 psf 0.00 ft-# 0.00 ft-# 0.00 ft_ 0.00 ft-# 0.000 psi 0.000 psi 0.000 psi 0.000 psi 100.000 psi 100.000 psi 8,952.50 ft-# 8,952.50 ft-# 30,078.13 ft-# 30,078.13 ft-# 3.360 :1 3.360:1 Page 2 ppTMEtyT TT�\: Department of Public Works O o I C o u n t y o f B u t t e / J. Michael Crump, Director LAND DEVELOPMENT DIVISION O O' 7 County Center Drive AL'Q(j t4 ,•' Warner C. Phillips, Assistant Director Oroville, CA 95965 �C8-7266 lc Wca� (FAX) 5 8-2140 October 27, 1999 Dan Kohrdt 3210 Heritage Road Oroville, CA 95965 Re: Ridgeway Grading permit applications 99-2449, 99-2450 & 99-2451 To Whom It May Concern: With reference to the above subject, enclosed is: ❑ Checking Fee Receipt ❑ Copy of Conditions ❑ Deed Forms(s) ❑ Engineers Estimate ACTION REQUIRED: ❑ Final Map (prints) - ® Road and Drainage Plans - Check #1 ❑ Drainage Calculations El ❑ Resubmit map and/or other data in accordance with changes in red. ® Resubmit plans and /or other data in accordance with changes in red. ❑ Comply with conditions. ❑ Review and comment on Remarks: NO ACTION REQUIRED: ❑ Per your request. If you should have any questions, please call (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, 5� Stuart Edell Manager, Land Development Division SE/kp LO 1460.dac (1198) D�Mj Hc u4A-4) Re: p&A�/J ch4-9- col -(Al riu7S • /PIi71fi Y. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538.7541 (Rev.t2/96) APPLICATION AND PERMIT PERMIT N w eaoar�xwre� / Q $ -3ti r I DD1�1°G Z BUILDING PERMIT g ,! _iw ?� SQ. FT. OCC. BUILDINQ-)4— DATION �, oor, CO =10RAC110„ Wano,�ooae. UMVCS WAMiOA00OCIS Fireplace ow Total Valuation i Filing Fee S 20.00 Permit Fee Sj = su�o�w.00wQs `r �' << Plan Checkina Fee ,• s �� Energy Plan Checking Fee i i susoNsasrs s PMca rAr PERMIT FEE i PLUMBING PERMIT FlIng Fee 20.00 USEOFSTRUCTURE Each Trap 7.00 Solar or heat um water hoe er 23.00 SFO Duplmc O Mobiehame O Other Water piping 15.00 TYPE OF WORK Each as water heater or vent 15.00 Now O AdditIon 0 FM of O O hsl kfcn 0 Other 0 Gee Piping Wtt*M 1 -5 outlets 15.00 r _ Describe, Work: !• r Building sewer 15.00 Mobile HomeS a W ,y�/� - @20.00 PERMIT FEE _ ELECTRICAL PERMIT FlllngfFeej 20.00 Main Service =00411= 23.00 Main Service ( 2wA to +owA 1 48.00 Ex. Occup. oun.er oa WM*= Ex. Occup. outruns 5.00 Temporary Service 23.00 Moble Home Facilities 20.00 "Sc. Wring 23.00 PERMIT FEE S MECHANICAL PERMIT Feng Fee 20.00 Heating Cooling Hood 6.50 VenGlaycn PERMIT FEt f mobile Hcme In3taila3on Fee = Energy Inspection Fee 3 "` coke'.. TYK TOTAL FEE $ 9�1 --- 7 MAZ 1 0./M WP A=O COP I ZCiL Io SS:E This permit is hereby Issued under the applicable Provisions of the Butte Ccunty Code and/or Resaluticns to do work indicated above for which fees have been paid. I _ By Date `— ReesiettUo. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' " l %- 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 9gd�9 ASSESSOR PARCEL NUMBER 069-590-036 , 37 , 38 & 39 LONING2BUILDING PERMIT OWNER DANNY G. & DELETA KOHRDT 670 SO. FT. OCC. BUILDING VALUATION EST 10,000 OWNERS MAILING ADDRESS 3210 HERITAGE ROAD, OROVILLE 95966 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation Is 10,000 ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ 117.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 76.09 BUILDING ADDRESS 5295 OLIVE HWY. , OROVILLEgy Ener Plan Checking Fee g $ $ PERMIT FEE $ 213.05 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Yl Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: WINTERIZATION Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 RUES "OOVMain Service 20.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law fgvthe following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 2'-1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compo Be on insurance carriernd po' num ar f Carrier A/ w o -rC'�� ice- L�It 1.� Main Service 200A To ,000A 46.00so NEW coNsr. owEwNo occuP. OR ADDNS. ( a Acc. Bins. so 3.50FT. ,pµgaIDT' MULTI.OHC UTLET 97.50 POWER APPARATUS 8 SINGLE OURET CIR. Ex. Occup. OUTLET OR FIXTURES BAS @': o Ex. Occu . ount�s .a., 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Policy Number _ " 'Z (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not empany person in any manner so as to become subject to workers' comp s tion laws of Califor ' and agree that f I should become subject to the wor r ' comp sation pr, i ons of section 3700 of the Labor Code, I shall f h com w' tho ovi S. .r X Data s aLrf f Applicant - caner ❑ Contractor gent An OSH permit is require for excavations over 60" deep and demolition or construction of stru ures over 3 storie in height. Mobile Home Installation Fee s Energy Inspection Fee s occ CONST. TYPE TOT L FEE $ 2 3 , Q HAZ. D. FEES P FLOOD CDF PAR HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indic ab a fo which fees have been paid. ,p By Date EXPIRES ON D fe ReceiptNo. 280499/496.05// I[ZPERMIT WHITE-D.D.S.-B.D. CA RY-ASSESSOR - PiNk-119SPEITOR G NROD-APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville. California 95965 •Telephone (530) 538-7541 (Rev. 12196) APPLICATION AND PERMIT 47, PIEN` ssaoRMRC6 M/1�a1 T---- y, 3� Z BUILDINGPERMIT *a o— SQ. FT. OCC. U:1Lj Np N G- _ �/ALUATION °w"°" 2 ,� d, ll s GG�R, W TTaip"ONe MCOM VA"M AOORlte ARCHff=OR 012NE sa AACWrecr on INamm 's waaEo tion 19 Permit Fee Plan Checking Fee Energy Plan Checking Fee PE �� saorass<saus PMca rW PLUMBING PEI USEOFSTRUCTURE Each Trap Solar or heat pump wa SF O Duplex O Wbileh me ar"Oom Water piping 'r Each gas water heater TYPE OF WORK Gag piping ristem 1 - New O Addklcn 0 Remodel O UsUm 0 10mbladon 0 Other 0 Building sewer Describe Work:�nJ-'t `L' I Z G, -� ©/l� Moble Home I S I a -- P a 9�,os Receipt No. 7.00 23.00 15.00 15.00 15.00 15.00 OUTIFr OR RC Ex. OCCU MV -0 ERMIT FEE __ OR Ex. Occup. DtnLM rso G ELECTRICAL PERMIT FOn' Fee 20.00 Main Servlce =9:= 23.00 Main Service zea► TO 10WA 46.00 NEW copa . OR ADONS. owal m OCCUR A ACC_ RIAs 1 OUTIFr OR RC Ex. OCCU MV -0 '•'•• e,L .so __ OR Ex. Occup. DtnLM rso G 5.00 1 Temporary Service 23.00 Moble Home Facilities 20.00 Misc. Wirina 23.00 I PERMIT FEE I a MECHANICAL PERMIT Fling Foe 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FE$ I f Wbbile Home Installation Fee = Energy Inspection Fee 3 We Copal. TYK TOTAL FEE $ Kk'- 10. FEa WF I AMO I COF I F:RGil rO SSLE This permit is hereby issued under the applcabie provisions of the Butte Ccunty Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date �— .COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION " . 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 II __ PERMIT APPLICATION DATA SHEET OWNER: /) !^0(+ ASSESSOR PARCEL ER: O ^ O` 3,p & 7 3? S S Proposed Building Use: r Building Inspector: Date: ?� Q At time of permit application, I was advised the following data must be submitted prior to permft p cess' g and/or issuance: Date Received By ❑ 1. All iiems have been submitted .------------------------ ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. ❑ 3 . Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 06. Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---- ❑ 8. Hazardous Material Form. ------------------------------------- 9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------- . Fees of $ � I �, n �----------=-------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule.----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------------------------- 1:113. -------------------------------------------------------- ❑13. Flood elevation certificate. --------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- E❑ 17. Planning approval for (A) Use: W (B) Par' g: -- O`�� `t q-8. Contact Land Development about ❑ Improvements, ' Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---- ❑20. Pre -inspection for required Request to Building Inspector on E12 1. Contractor's license information. (Number, Name Style, Classification). ----------------------------- ❑22. Workers' Compensation carrier and policy number. ---------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- 024. Letter of signature authorization.-------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------- 026. Letter of intent on building use. ---------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. --------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .-------- 030. ------- ❑30. Other: ?bn you issue the permit , rocess as follows ❑ Mail to owner, ❑Mail t L3Telephone �9 — �� v and hold for pickup at OPVl Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: 0. -99 l z = i;-yh �AWl. Date: RV_ (Date) 1. Index permit application for the above items numbered: / ❑ Plan Check List 2. Additional items required: l Contractor, designer, owner, was advised of the above required data by'❑ phone, ❑ mail, ❑gilding Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by 13 phone, 13 mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, 13A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. �'c5-69 59-0—p PORT�� 93-229BPE' _ OMAR, HAL pROVILLE OLIVE HWY COMMERCIAL CARWASH ) CQIJINTYsOF BUTTE - DEPARTMENT OF PUBLIC WORKS epf- 7 7 County Center Drive - Oroville, Califor� is 95965 - Telephone: 916,'538-7541 APPLICATION AND PERMIT PERMIT NO. 9 ASSESSOR PARCEL NUMBER P�� ZONING BUILDING PERMIT OWNER' 0 TELEPHONE -I glow SQ. FT. CC. BUILDING VALUATION OWNER'S A G ADDRESS s 6 Q,S63 CONTRACTOR'S AME I,A� K, 110WA) TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'SMAILIN; ADDRESS ARCHITECT OR ENGINEER LICENSE No. Filing Fee $ 15.00 ermit Fee an Checking Fee $ z Z0— $ ARCHITECT OR ENGINEER'S MAILING ADDRESS ergy Plan Checking Fee $ enalty $ BUILDING ADDRESS /' Permit tee $ S PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 O. C:o Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME NIT L AP Water piping 7.00 '7 c]c� Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 / –�CSQ- Mobile Home I S I G JW1@ 15.00 TYPE OF WORK NevIx— Addition ❑ Remodel ❑ Utilities ❑ Installation[! Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600v OR LESS 200A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am ll--ensed under provisions of Chapt. 9, Div. 3 of the Business and Pnfessions Code and my license IS In full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole 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) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO 1000A) 1 37.50 NEW CONST. ( DWELLING OCCUP.tlt\ OR ADDNS. l ACC. BLDGS. II 3.6asq.ft. NEW CONSTR ULTI.OUT LET NON-RESID BRANCH CIRC ITS @ 5 00 POWER APPARATUS &) ( SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 R AL FIXED APLNS \ Ex. Occup. OUTLETS P(RESID.)REA.) j 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 56 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 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 th s permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 1 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all 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. (1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, pudgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date ❑ Contractor Agent Signature of Applicont — Owner ❑ ❑ An OSHA permit is required for excavations over 5't)" deep and demolition or construct- ion of structures ever 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE I TOTAL FEES 25— HAz 1 DFEES IMP FLooD CDF PARCEL PO HD I ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS I Date i I /L Receipt No. ) 3Cqu 2-" d"� ��-s �lDN2" WMIf[•D. P. W., YEI:OW-ASe(9e0R, PINK -INSPECTOR, GOLDENRaD-APPIICANT .r �r ^+a;. �� ....r1+��.ljllrr--vW:•,.. r/T .. ..�+"'^�"yam . a ^S�`'Y "iq ' �'.. �;r' '-r''. l _ r'_.' ��. COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET OWNER��M ��/t'��� _� A. P. No. 6 6 2 - Proposed Building Use 40-V of 4: /' rill. Building Inspector Date JC At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. 2. .4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. All items have been submitted . ........................................ Plot plans, 3/4 sets, signed by preparer of plans . .......................... Complete plans, 3/4 sets, signed by preparer of plans. ..................... . Engineered plans and calcs Z{4 sets, with wet signature on plans . ............ . Hazardous Material Form . ............................................ . Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ...................... Engineered truss details and layout in duplicate (required prior to plan check). .... Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof $ ......................................... . Impact fees as shown on attached schedule. .............................. . California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flopd) by�al ornia Engineer . ...... ........... . Sanitation and plot plan approval GLO4 " 4 Health Department . ............ City of Chico plumbing permit. ........................................ . Plot plan and business license approval from City of Biggs/Gridley. .............. Planning approval for (A) Use: 'V (B) Parking: -Z Contact Land Development about (A) Improvements (B) Drainage. .......... . Driveway permit (construction approval required prior to occupancy). ...Pr�I;sego; r6quest Pre -inspection for required. . to Building Inspector (Date) Contractor's license information. (No., Name Style, Classification) . .............. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner , Mail to owner . .......... . Recorded copy of Agricultural Acknowledgement Statement . .................. Letter of signature authorization . ........................................ Copy of recorded deed of parcel creation and 60 right of way to a public road. . . Letter of intent on building use . ......................................... Mobilehome utility clearance. ....:.............:...................... . Documentation of legal access. .....................:...:............. . Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and`frontage requirements . ............... Existing violations/ex ed�p�ermits Plan check list. When you issue the permit, process as follows: Mail to owneJJ. Mail to contractor. �,� ✓ Telephone 993-1� and hold for pickup at 0e4aJl X/ l office. Deliver with inspector. Other Parcel Creation Acreage Applicant Grit/ 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 ail L Counter by ate Z .3 Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works 16, a . COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 % J YWYER /�/ OMl�l2 A.P. NO . l S D C5C> 'ROPOSED BUILDING USE (_ Dli-I DATE T� 7�- REC . DATE_ REC 1. School Distric Fees ✓(paid at District Office) 2. She_Tiff Fees (paid. at Building Department) Residential I _$ unit amt. Commercial(per sq. f t.) X =$ sq.ft. amt. 3. Urban Area Fees (paid at Building Department Residential (per unit) X =$ units amt. Commerical(per sq.ft.) X = sq.ft. amt. 4. Rec eation District Fees (Paid at District Of =ice) .......................... 5. Drainage District Fees (Contact Land Development) 6. Other 7. Other .t time of permit application, I was advised the above fees are required to be paid pr=-- co issuance of the permit. A-PPLICANT I ZV/QVV DATE 4,,-j % 143 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, CSlif{)rnia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'SNAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SFE] Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S G I W 1 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury p y p er J y (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. 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) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO 1000A,. 37.50 NEW CONST. ( DWELLING OCCUP.�\ 3.64sq.tt. OR ADONS. ACC. BLDGS. // NEW CONSTR. MULTI -OUTLET NON.RESID BRANCH CIRC ITS @ 5.00 (POWER APPARATUS 61 SINGLE OUTLET SIR. / Ex. Occup(OUTLETS OR FIXTURES 20 76 Ex. Occup. OUTLETS P(RESID )REA.) 3.00 Temporary service 15.00 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 I provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ L 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 se, indemnify and keep harmless the County of Butte against all liabilities, j gments, co s, and expenses which may in any way accrue e granting of this permit. against sa' Co my ' ZMZ:� X Date 1 Signature of Applicant — Ownerm Contractor ❑ Agent ❑ An OSHAwork 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 S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ HAz 1 OFEES I IMP I FLOOD COF I PARCEL I PD I HD IssuE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do indicated above for which fees have been paid. i DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. WNITE-D.P.W.. YELLOW-A98[930R, PINK -INSPECTOR, GOLDENROD -APPLICANT 4Z� -satte Count/ _ _ ?: w ;Z PLANNING DEPARTMENT 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7601 July 29, 1992 Hal N. Omar P.O. Box 6365 Folsom, CA 95630 CERTIFIED MAIL Re: Use Permit; - AP 069-590-007 Dear Mr. Omar: Enclosed is your validated Use Permit No. 92-32 to allow an Exxon Gas Station, a car wash, and a market on property zoned C-2 located on the northwest corner of Olive Highway and Rachel Drive, Oroville. Should you have any questions regarding this matter, please contact this office between 10:00 a.m. and 3:00 p.m. Sincerely, B. Kircher Director of Planning BAK:Ir Enc. Land Development Divis' n Building Division Environmental Health Department of Forestry cc: USE PERMIT BUTTE COUNTY PLANNING COMMISSION July 29, 1992 DATE: (Certified Mail Rec.) 92-32 PERMIT NO. AP 069-590-007 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Hal N. Omar is hereby granted a Use Permit in accordance with application filed: March 12, 1992 to allow an Ekon Gas Station, a car was, and a market on property zoned C-2 located on the northwest comer of Olive Highway and Rachel Drive, Oroville. 1. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-62. 2. Unless otherwise provided for in a special condition to this use permit, all conditions must be completed by the Permittee within 12 months of -the delivery'of the countersigned permit to the Permittee. 3. If any use for which a use permit has been granted is not established within one year of the date of receipt of the countersigned permit by the Permittee, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. 4. The terms and conditions of this permit shall run with the land and . shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. SPECIAL CONDITIONS: 1. Any on-site lighting shall be shielded from surrounding property and streets. 2. All outside trash storage and collection areas shall be enclosed by solid masonry walls, view obscuring fence or combination of those options, not less than six (6) feet in height. the maximum height of the screening shall be at least one (1) foot above the trash receptacle(s) when full. 3. Provide landscaping to a depth of ten (10) feet measured from the abutting street right-of-way line, with openings for walkway or driveway purposes in accordance with County standards. An Additional five (5%) percent of the gross parking lot area shall be devoted to landscaping. Each planter area shall be surrounded with } six-inch raised concrete curbing or equivalent. An irrigation system shall be installed in each separate planter area excepting areas of native trees. The native trees may be considered part of the 5% required landscaping. 4. A landscaping and irrigation plan shall be submitted to and approved by the Planning Director prior to issuance of a building permit. Landscaping shall be installed prior to final building inspection. 5. The off-street parking lot shall be surfaced with asphalt concrete paving. Asphalt concrete paving shall have a minimum thickness of 1 1/2" minimum placed over at least six (6) inches of compacted Class 2 aggregate base. Parking spaces shall be striped to County standards. 6. Provide wastewater and sewage disposal facilities in compliance with the Environmental Health Department requirements. 7.Improvement plans prepared by a registered engineer shall be submitted to and approved by the Department of Public Works prior to any construction. Z8.) Provide a permanent solution for storm drainage. 9. Applicant shall comply with all other applicable State and local statues, ordinances, and regulations. 10. Applicant shall connect of Oroville Wyandotte Irrigation District water supply and Lake Oroville Area Public Utilities District sewage collection system. 11. Applicant shall obtain an encroachment and construct standard 5-18 public road approach at access to Rachel Drive. 12. Applicant shall construct one-half street plus 12 ft. section on Rachel Drive frontage to RS -3B road standards. 13. All plans for the market must be approved by the Butte County Environmental Health Department prior to construction. 14. A development impact fee for Sheriffs facilities shall be paid pursuant to the provisions of Chapter 3, ARticle R of the Butte County Code, prior to issuance of building permits or use permit in the case of a mobile home park. Said fee amount will be determined and calculated as of the date of application for the building permit or use permit. 15. Install a fire hydrant at Olive Highway and Kelly Ridge Road. 16. Pay a pro -rata share toward the installation of traffic signals at the intersection of Kelly Ridge Road and Olive Highway. 17. All underground tanks must be approved by Butte County Environmental Health prior to placement. :l 18. Provide a one (1) foot no -access strip along Olive Highway except at CalTrans approved locations. 19. All lots shall be subject to the East Oroville traffic impact fees pursuant to the provisions of Chapter 10, Article V of the Butte County Code, said traffic impact fees shall be paid in accordance with Section 10-58 of said code. (m) I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are in fact the conditions which were imposed upon the granting of this use permit, and that I agree to abide fully by said conditions. Dated: Applicant NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and Health Department' permits before starting construction, nor does it waive any other requirements. Butte County Planning Commission Chairman CC: Department of Public Works (2) Health Department Department of Forestry n Hal Omar P.O. Box 6365 Folsom, CA 95630 Dear Mr. Omar: BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538.7541 FAX: (916) 538-2140 DATE: February 19, 1993 RE: Chevron Station A.P: - 069-590-007 B.P.# 93-227 - 230 With reference to the above subject, attached is: PIXX] Plan check list [ ] Red marked calculations [ ) Red marked plans Other: ACTION REQUIRED: (XXX] Comply with plan check list to follow XXk Resubmit plans with revisions as required kxX] Resubmit calculations with revisions as required. Remarks: If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00. cc: Morris & Associates Ver truly yours, ,—John g: Henr r Plan' Check Engineer ;- Permit Applicant: Hal Omar Permit No. 93-227 thru 230 . A . P . No. 069-590-007 Date: February 19 , 1993 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications, and calculations as follows: 1. Provide complete calculations for gravity and lateral loads per 1991 U.B.C. Chapter 23. 2. Provide complete specifications for all structural materials per U.B.C. Section 303. 3. Provide complete plans for the building. All sheets of plans are to be stamped and signed by a California Engineer or Architect per Business and Professions Code .Section ,6735. 4. The plans must include a code analysis which classifies the occupancy type of construction, and fire resistive construction per U.B.C. Chapters 5 -and 17. 5. Contact Butte County Planning Division regarding site plan conformance with Use Permit requirements.. (Lisa Wilson 538-7601) 6. Contact Butte County Department of Public Works regarding site improvements and drainage. (Stuart Edell 538-7266) 7. Refer to permit application data sheet for additional requirements. The above list is based upon a cursory review of your preliminary plans sub- mitted. A complete plan check was not done due to a lack of information. Hal Omar P.O. Box 6365 Folsom, CA 95630 Dear Mr. Omar: BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 DATE: February 19, 1993 RE: Chevron Station A.P: 069-590-007 B.P.# 93-227 - 230 With reference to the above subject, attached is*: [KXX] Plan check list [ J Red marked calculations [ ] Red marked plans Other: ACTION REQUIRED: [XXX] Comply with plan check list to follow [Xxk Resubmit plans with .revisions as required [XXX] Resubmit calculations with revisions as required. Remarks: If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00. cc: Morris & Associates Very truly yours, " 1 _._.John jt! Henr_y-�� Plan Check Engineer Permit Applicant: Hal Omar Permit No. 93-227 .thru 230 ..p „A . P . No. 069-590-007 Date: February 19, 1993 The above referenced building plans "were reviewed by this office. Provide additional information and/or make revisions to.plans, specifications, and calculations as follows: 1. Provide complete calculations for gravity and lateral loads per 1991 U.B.C. Chapter 23. 2. Provide complete specifications for all structural materials per U.B.C. Section 303. 3. Provide complete plans for th& building: All sheets of plans are to be stamped and signed by a California Engineer or Architect per Business and Professions Code ..Section,673a. 4. The plans must include a code analysis which classifies the occupancy type of construction, and fire resistive construction per U.B.C. Chapters 5 -and 17. 5. Contact Butte County Planning Division regarding site plan conformance with Use Permit requirements.. (Lisa Wilson 538-7601) 6. Contact Butte County Department of Public Works regarding site improvements and drainage. (Stuart Edell 538-7266) 7. Refer to permit application data sheet for additional requirements. The above list is based upon a cursory review of your preliminary plans sub- mitted. A complete plan check was not done due to a lack of information. r' OWNER CO`hti1ERCIAL PLAN CHECKING GUIDE ( 1991 UBC HA_ 0WWAI A. GENERAL Zoning requirements, Planning approval. Valuation. /3: Plans signed by engineer or architect. Proper description of work on application. Existing violations -on . property. Items on data sheet. (W.C., fees, Health, Improvements or drainage, Land Development B. PLOT PLAN Bldg. Permit �J ' Z07 A. P. # 069- s ,0 - 00-7 Plan Checker Date Developer Fees, License law, etc.). approval. 10/G_ * Complete parcel size and dimensions. 2. Setbacks, sideyards, easements, -etc. 3. Other buildings or structures. 4. Grading, fills, drainage. Flood hazard. QRWyJ eNCMfCf/ 5 /Wv NO eCCESS 57dCIf , /f0R,4V4e pecial conditions on creation map, (noise, CDF, fire sprinklers, non -combust- ible, and foundations). ®7 FAU & FAS road setback. fC�EG //V SEr•✓RC;<, Building or utilities across lot lines (Record form). C. OCCUPANCY REQUIREMENTS Building use (��i��4 G�OIv1i lG/vim_ �OYE(;'.�� J--7,47-/O/U Occupancy Group $ , 2, - Type of Construction V" Building floor area- ' 2 ZD' Occupant Load Basic allowable floor area 8 000 sq.ft. Total allowable floor area sq.ft. Basis for increase NA ,,1! Compliance with specific occupancy requirements (Chapter 6-12). Occupancy separations (Sec. 503). /3' Area separations (Sec. 505). �+! Firewalls due to location on property (Sec. 504). Maximum height requirements (Sec. 507). Draft stops (Sec. 3205). S72�5F_ Ventilation and special hazards requirements (Chapter 6-12). Automatic fire sprinkler system. (Chapter 38). Fire alarm systems (09 Sections of Chapters 6-12). Mechanical code requirements. (Grease hood w/fire sprinkler system - Chap.20). ,1--l' Environmental Health Review -(a) Restaurant Act, (b) Comm. Pool, (c) H Occupancies S oke detection system. l CDF r SFM Plan Review. SEJ-rr IZ I-13 ,lel ectrical Code Requirements (Pool or hazardous occ.) (Art. 680 & 500's). 15. Physically handicapped requirements (Title 24). Wholesale Food Manufacturing (Plans to state DHS/FDB). D. TYPE OF CONSTRUCTION REQUIREMENTS Roof covering requirements (Sec. 3203). Parapet walls (Sec. 1710). Toilet .room floors and walls (Sec. 510). Guardrails (Sec. 1712). Detailed types.of construction requirements (Chapters 17-22). /� Proper roof pitch for roof covering.(Chapter 32). Attic access and ventilation (Sec. 3205). Roof drainage (Sec. 3207). Skylights (Chapters,34 & 52). S'tages and platforms (Chapter 39). Interior wall and ceiling finish (Chapter 42). j] Fire resistive requirements. Walls, floor, ceilings, penetrations (Chap. 43). f1�3� Wall and ceiling covering installation (Chapter 47). 14 Glass, glazing, Human Impact - Safety Glazing (Chapter 54). Foam Plastic (Sec. 1713)._ E. STAIRS, EXITS, AND OCCUPANT LOADS General Exit Requirements (Sec. 3302 & 03) (Post occ. load, etc.). Number of exits, width and locations (Sec. 3303). Doors (Sec. 3304). _Corridors and exterior.exit balconies (Sec. 3305). Stairways, rise and ruri, width,'winders, and construction (Sec. 3306). /(' Horizontal exit (Sec. 3308). Exit and smokeproof enclosures (Sec. 3309 & 3310). .Exit signs and illuminations (Sec. 3313,& 14). 9: Aisles and 'seating (Sec. 3315-&-16). .-1' Exits for occupancy groups A-E (Sec. 3317 & 3320). ,7.-r' Floor level exit signs -(Title 24, Sec. 3314). F. MISCELLANEOUS REQUIREMENTS Masonry chimney (Chapter 37). e-2` Veneer (Chapter 30). Special Inspection per UBC Sec. 306. (a) High Strength Bolting —A..1&7- 6e roFO 1 J , g'7"O�E (b) Field Welding (c) Masonry (full stress) (d) Concrete (fc ) 2500psi) _-4- Special Certifications - Mill Certificates --5'� Expansive soil - Special design Cut/Fill slopes, compaction tests, grading Noise requirements (Planning, App. Chap. 35). Weld electrode, welder certificate. G. ENGINEERING REQUIREMENTS 1. Complete calculations, correct design criteria. 2. Complete shear transfer details, roof to foundation. 3. Complete structural material specifications. 4. Shear wall anchorage based upon wall shear. 5. Roof diaphragm chord, collector, drag struts. 6. Combined tension and shear @ steel RF anchor bolts. 7. Braced roof and wall bays. H. OTHER 0 CO'n1ERCIAL PLAN CHECKING GUIDE (1991 UBC) 10/C•_ / /�� Bldg. Permit OWNER A.P. # Plan Checker le 14 A. GENERAL Date 1. Zoning requirements, Planning approval. 2. Valuation. 3. Plans signed by engineer or architect. 4. Proper description of work on application. 5. Existing violations on property. 6. Items on data sheet. (W.C., fees, Health,.Developer Fees, License law, etc.). 7. Improvements or drainage, Land Development approval. B. PLOT PLAN C. I� 1. Complete parcel size and dimensions. 2. Setbacks, sideyards, easements, etc. 3. Other buildings or structures. 4. Grading, fills, drainage. 5. Flood hazard. 6. Special conditions on creation map, (noise, CDF, fire sprinklers, non-combust- ible, and foundations). 7. FAU & FAS road setback. 8. Building or utilities across lot lines (Record form). OCCUPANCY REQUIREMENTS Building use Gnll�s 1pamp _T56111vo 0�0py Occupancy Group Type of Construction Building floor area Occupant Load Basic allowable floor area sq.ft. Total allowable floor area sq.ft. Basis for increase 1. Compliance with specific occupancy requirements (Chapter 6-12). 2. Occupancy separations (Sec. 503). 3. Area separations (Sec. 505). 4. Firewalls due to location on property (Sec. 504). 5. Maximum height requirements (Sec. 507). 6. Draft stops (Sec. 3205). 7. Ventilation and special hazards requirements (Chapter 6-12). 8. Automatic fire sprinkler system. (Chapter 38). 9. Fire alarm systems (09 Sections of Chapters 6-12). 10. Mechanical code requirements. (Grease hood w/fire sprinkler system - Chap.20). 11. Environmental Health Review -(a) Restaurant Act, (b) Comm. Pool, (c) H Occupancies 12. Smoke detection system. 13. CDF or SFM Plan Review. 14. Electrical Code Requirements (Pool or hazardous occ.) (Art. 680 & 500's). 15. Physically handicapped requirements (Title 24). 16. Wholesale Food Manufacturing (Plans to state DHS/FDB). TYPE OF CONSTRUCTION REOUIREMENTS 1. Roof covering requirements (Sec. 3203). 2. Parapet walls (Sec. 1710). 3. Toilet room floors and walls (Sec. 510). 4. Guardrails (Sec. 1712).- 5. Detailed types of construction requirements (Chapters 17=22).. 6. Proper roof pitch for roof covering (Chapter 32). . 7. Attic access and ventilation (Sec. 3205). 8. Roof drainage (Sec. 3207). 9. Skylights (Chapters 34 & 52). 10. Stages and platforms (Chapter 39). 11. Interior wall and ceiling finish (Chapter 42). 12. Fire resistive requirements. Walls, floor, ceilings, penetrations (Chap. 43). 13. Wall and ceiling covering installation (Chapter 47). 14. Glass, glazing, Human -Impact - Safety Glazing (Chapter 54). 15.- Foam Plastic (Sec. 1713). E. STAIRS, EXITS, AND OCCUPANT LOADS 1. General Exit Requirements (Sec. 3302 & 03) (Post occ. load, etc.). 2. Number of exits, width and locations (Sec. 3303). 3. Doors (Sec. 3304). 4. Corridors and exterior exit balconies (Sec. 3305). 5. Stairways, rise and run, width, winders, and construction (Sec. 3306). 6. Horizontal exit -(Sec. 3308). 7. Exit and smokeproof enclosures (Sec. 3309 & 3310). 8. Exit signs and illuminations (Sec. 3313 & 14). 9. Aisles and seating (Sec. 3315 & 16). 10. Exits for occupancy groups A-E (Sec. 3317 & 3320). 11. Floor level exit signs (Title 24, Sec. 3314). F. MISCELLANEOUS REQUIREMENTS 1. Masonry chimney (Chapter 37). 2. Veneer (Chapter 30). 3. Special Inspection per UBC Sec. 306. (a) High Strength Bolting (b) Field Welding (c) Masonry (full stress) (d) Concrete (fc � 2500psi) 4. Special Certifications - Mill Certificates 5. Expansive soil - Special design 6. Cut/Fill slopes, compaction tests, grading 7 Noise requirements (Planning, App. Chap. 35). 8. Weld electrode, welder certificate. G. ENGINEERING REQUIREMENTS 4 1. Complete calculations, correct design criteria. 2. Complete shear transfer details, roof to foundation. 3. Complete structural material specifications. 4. Shear wall anchorage based upon wall shear. 5. Roof diaphragm chord, collector, drag struts. 6. Combined tension and shear @ steel RF anchor bolts. 7. Braced roof and wall bays. f �# y7� -; ai l �- COMrMERCIAL PLAN CHECKING GUIDE (19Q1_ UBC) 10i Bldg. Permit OWNER !� C� A. P. # Plan Checker. Date A. GENERAL V1,11 1. Zoning requirements, Planning approval. 2. Valuation. 3. Plans signed by engineer or architect. 4. Proper description of work on application. 5. Existing violations on property. 6. Items on data sheet. (W.C., fees,.Health, Developer Fees, License law, etc.). 7. Improvements or drainage, Land Development approval. B. PLOT PLAN 1. 2. 3. 4. 5. 6. 7. 8. Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map, ible, and foundations). FAU & FAS road setback. (noise, CDF, fire sprinklers, non -combust - Building or utilities across lot lines (Record form). C. OCCUPANCY REQUIREMENTS Building use �Oj?/i/YI/C/��'�� C'ft'Oew"q-sy Occupancy Group Building floor area Basic allowable floor area sq.ft. Total allowable floor area sq.ft. Basis for increase 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. Type of Construction Occupant Load Compliance with specific occupancy requirements (Chapter 6-12). Occupancy separations (Sec. 503). Area separations (Sec. 505). Firewalls due to location on property (Sec. 504). Maximum height requirements (Sec. 507). Draft stops (Sec. 3205). Ventilation and special hazards requirements (Chapter 6-12). Automatic fire sprinkler system. (Chapter 38). Fire alarm systems (09 Sections of Chapters 6-12). Mechanical code requirements. (Grease hood w/fire sprinkler system - Environmental Health Review -(a) Restaurant Act, (b) Comm. Pool, (c) Smoke detection system. CDF or SFM Plan Review. Chap. 20). H Occupancies Electrical Code Requirements (Pool or hazardous occ.) (Art. 680 & 500's). Physically handicapped requirements (Title 24). Wholesale Food Manufacturing (Plans to state DHS/FDB). D. TYPE OF CONSTRUCTION REQUIREMENTS 1. Roof covering requirements (Sec. 3203). 2. Parapet walls (Sec. 1710). 3. Toilet room floors and walls (Sec. 510). 4. Guardrails (Sec. 1712). 5. Detailed types of construction requirements (Chapters 17-22). 6. Proper roof pitch for roof covering (Chapter 32). 7. Attic access and ventilation (Sec. 3205). 8. Roof drainage (Sec. 3207). 9. Skylights (Chapters 34 & 52). 10. Stages and platforms (Chapter 39). '11. Interior"wall and ceiling finish (Chapter 42). 12. Fire resistive requirements. Walls, floor, ceilings, penetrations (Chap. 43). 13. Wall and ceiling covering installation .(Chapter 47). 14. Glass, glazing, Human Impact - Safety Glazing (Chapter 54). 15. Foam Plastic (Sec. 1713). E. STAIRS, EXITS, AND OCCUPANT LOADS 1. General Exit Requirements (Sec. 3302 & 03) (Post occ. load, etc.). 2. Number of exits, width and locations (Sec. 3303). 3. Doors (Sec. 3304). 4. Corridors and exterior exit balconies (Sec. 3305). 5. Stairways, rise and run, width, winders, and construction (Sec. 3306). 6. Horizontal exit (Sec. 3308). - 7. Exit and smokeproof enclosures (Sec. 3309 & 3310). 8. Exit signs and illuminations (Sec. 3313 & 14). 9. Aisles and seating (Sec. 3315 & 16). 10. Exits for occupancy groups A-E (Sec. 3317 & 3320). 11. Floor level exit signs (Title 24, Sec. 3314). F. MISCELLANEOUS REQUIREMENTS 1. Masonry chimney (Chapter 37). 2. Veneer (Chapter 30). 3. Special Inspection per UBC Sec. 306. (a) High Strength Bolting (b) Field Welding (c) Masonry (full stress) (d) Concrete (fc ) 2500psi) 4. Special Certifications - Mill Certificates 5. Expansive soil - Special design 6. Cut/Fill slopes, compaction tests, grading 7 Noise requirements (Planning, App. Chap. 35). 8. Weld electrode, welder certificate. G. ENGINEERING REQUIREMENTS 1. Complete calculations, correct design criteria. 2. Complete shear transfer details, roof to foundation. 3. Complete structural material specifications. 4. Shear wall anchorage based upon wall shear. 5. Roof diaphragm chord, collector, drag struts. 6. Combined tension and shear @ steel RF anchor bolts. 7. Braced roof and wall bays. H. OTHER a 69 - 59 3 T /9 N R 5 E M. D. B. & M. / " = 200 I.OZ AC' I - 141. H 1.01 �' Q N = "1.01 AC. 1032.14 516.42 t.29p4 ® 146 148 G }„ OF. j6O sN W CAR LOT �! awi- S N 6 W " v 4.56 Aav. .10' I 15083 / PHASEpoAD 9.12 Ac.* I P, 6.29 Ac. N V O S 9E ESTATES R. ' 91- 34 je202 Aa * 16:15 Act / �PG s 2 i • _ RS 78-44 60 0.84 Ac. ' PM 57-8/ i, ' 972 /6 692 W 1/4 COR. SEC. l8 Assessors Mvp No. 69-59 52 A.£vl5£D: 2- County of Butte, Calif. 92 GSA /Rvo COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS fC.untyoCanter Drive - Oroville, California 95965 - Telephone: 916.'538-7541 �Zy� os I_ APPLUTION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMB ♦'� ZONING ' U - OD C -Z --�•� BUILDING PERMIT I OWNER TELEPHONE ,41 omal- �8 —IGD SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS ' O , .i8 0 x3 Sib o� CONTRACTOR'S NAtT TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER - UNKNOWN Total Valuation $ / boo LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fe $&qPa ARCHITECT OR ENGINEER LICENSE NO. Plan Chec ng ffe $ _ ARCHITECT OR ENGINEER'S MAILING ADDRESS E er y Pla eking Fee $ enalty $ BUILDING ADDRESS 0I rtnit @ $ s MBING PERMIT Filing Fee 15.00 rap 5.001 s Co for or heat pump water heater ga 20.00 LOT NO. rUBOIVISION NAME PA P r piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE ge 1( —rJ SF ❑ Duplex❑ Mobilehome❑ Othern SPECIFY Gas piping system 1 - 5 outlets ) 5.00 �_Ov Building sewer 15.0015-00 Mobile Home S G W t= @ 15.00 TYPE OF WORK Newp�_Addition❑ Remodel Utilities Installation❑ Other ❑ Describe work: 6A,—;P,. Permit Fee $ A-7 GOD Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 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 F]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) El 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 200A TO 1000A> 37.501:57. NEW CONST. ( DWELLING OCCUP.81 OR ADDNS. ACC. EILDGS. 3.64sq.ft. NEW CONSTR. ULTI-OUTLET N O N.R ESID BRANCH CIRCUITS @ 5.00 (POWER APPARATUS e)?112 SINGLE OUTLET CIR. Ex. Occup(ouTLETs OR FIXTURES 20 76d A EX. DCCUp. OUTLETS PIRESID )FIXED APLINISREA.� I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00' Misc. Iyirin g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): Cj The permit is for $100.00 (valuation) or less. ❑ 1 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 15.00 ' Heating 1'00 nteip- Cooling I rrjQ Hood 6.50 j Ventilationi 111 .00 Permlt Fee $ . DO ' 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 County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ s Energy Inspection Fee $ OCC CONST TYPE TOTAL FEES 752 I HAz DFEES IMP FLOOD / CoF cEL Po HD i ISSLE , i This permit is hereby issued under sions of the Butte CountCode and/or y work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date pplicable provi- resolutions d esouons ;o o have been Laid. i I WORKS Date _ I Receipt No. � �J���"-r�`7�PG I YINITE-D. P. W..'rELLOW-ASSFSSOR. PINK -INSPECTOR. GOLD ENROD-APPL I CANT F I • r/ rr Z 1 �tv•-•+�K�:.AY';�,���Ty.�'F-sft1V.�'1{tiie 1�+'�"'r.�"`rgltt�F"4T����tt��y.'...y,.rl'' `1'''.'r.�`-",.'i•r_.. yna,.r,..-��.,. ,..,-. .tri• , 1:4p��.�.r.,.,�.�r..-�-.y,,.�.1�.v� 1 Tt' COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET OWNER ffA/ UmgtZ A. P. No. i00 -s98-00-7 Proposed Building Use r_0V;1-1 ,Qe�1.41Z Building Inspector fib Date ! At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted. ........... ..... ................:.. . 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3, Complete plans, 3/4 sets, sig&ed by preparer of plans . ...................... .4 -� . Engineered plans and calcs, 4 sets, with wet signature on plans . ............. 5. Hazardous Material Form. V 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ....................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data an ,&panufacturer's installation instructions, 2 sets. ........... I/ ' 10. Fees of .$ l D J` !/. 11. Impact fees as shown -on attachedschedule.--.-7 :--:.....- .- - 12. California Department of Forestry plan approval/fees. .................:t..... . 13. Flood elevation letter (100 year flood) by California Engineer . .................. . �o _ 14. Sanitation and plot plan approval C&A -AID Health Department. ...... �..... . 15. City of Chico plumbing permit . .......................... ...... ...... 16. Plot plan and business license approval from City of Biggs/Gridle ..... 17. Planning approval for (A)'Use: CQ !/ • •(B) Parking: C, % . is UP ✓ 18. Contact Land Development about Improvements Drainage. ... { .19. Driveway permit (construction approval required prior to occupancy). ...... . 20. Pre -inspection for ! Preanspeclon eque�s required. . . to Building Inspector (Date) ✓ 21. Contractor's license information. (No., Name Style;'Classification). ........ t...... 22. Certificate of Workmans Compensation Insurance . ................. ! 23. Owner -Builder Verification (Given to owner , Mail to owner . .....;..... . 24. Recorded copy of Agricultural Acknowledgement Statement.-.... ...... 25. Letter of signature authorization . ....................... 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . .......................................... 28. Mobilehome utility'clearance........................................... 29. Documentation of legal access . ...................... :................... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . .............. 31. Existing violations/ex ire pe��j�,�i sy� 32 Ian check li t. . I ii�. .. l!� ��.�.� .............. . 33. ' l 6�Lri �1 /l ice/ <5P11Y- -34. _ When ygu issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone XB3- /i(ol) and hold for pickup at* 0/co office. Deliver with inspector. Other U� Parcel Creation � 1 creage 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 f 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: ; f Contractor, designer, owner, was advised of above required data by _ phone -*"mail Counter by A ate -Z/&/ Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ DateAll Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works ~ ~ HAL N. OMAR, Owner I 19jetta I&A Brakeris (916) 983-1860 P.O. Box 6365 Res: (916) 823-1306 Folsom, CA 95630 Fax: (916) 983-2154. ~ � ~~. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CATER DRIVE - OROVTLLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 A.P. NO . 9 '�Q ' 60 'ROPOSED BUILDING USE Cook/ l , ZA;1— 5761,?6- 3. DATE Gly REC . - 7r DATE_ REC School Distric Fees (paid at District Office) She -Tiff Fees (paid. at Building Department) Residential ......... . � S 2_® X 6 D 3 =$ / J` unit amt. Commercial(per sq. ft.) X =$ sq. ft. amt. Urban Area Fees (paid at Building Department Residential (per unit) X =$ units amt. Commerical(per sq.ft.) X =$. sq.ft. amt. 4. Rec eation District Fees (paid at District Office) .......................... 5. Drainage District Fees (Contact Land Development) 6. Other 7. Other At time of permit application, I was advised the above fees are required to be paid pr= to issuance of the permit. A.PPLICANT �7C/�lo �OZ4_' nnxs 2 /1q3 J " 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 ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. J SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 2000A OR LESS 18.50 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. 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 Main service 200A TO I000A) 37.50 NEW CONST. ( DWELLING OCCUP.6d\ 3.6Q sq.tt. OR ACDNS. \ ACC. BLDGS. / NON.RESID NEW CON R BRANCH GIRCTITS @ 5•00 POWER APPARATUS &) SINGLE OUTLET CIR. EX. OCcup(OUTLETS OR FIXTURES 20 76 Ex. OCCUp. OUTLETS FIXED APLNS (RESID,)REA.) 3.00 Temporary service 15.00 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 Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all 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; osts, and expenses which may in any way accrue against id ou i o equence of the granting of this permi X Date Signature of Applicant — Owner f7 Contractor ❑ Agent ❑ Xy 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 S Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ HAz DFEES IMP I FLOOD CDF PARCEL PD I HD ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. i DIRECTOR OF PUBLIC WORKS BY Date PERMIT EXPIRES Date Receipt No. WHITE-D.P.W., YELLOW-AS8C990R. PINK -INSPECTOR. GOLDENROD -APPLICANT AND WHEN RECORDED MAIL TO: " BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 COPY of Document Recorded 30 -Jun -1999 1999-0028016 1 Has not been compared with original I BUTTE COUNTY RECORDER II I r AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 9, 1993, IN BOOK 129 OF MAPS, AT PAGE(S) 98. AP NO.: 069-590-036-000 Date JUNE 24, 1999 State of California County ofd v Q s " -1-1 _ before me, known to me (or proved to me oh the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS and and offici e PENW G bn ENGLAND791Mft C '~ Signature Seal: Notary Pubic Bufte County. Catfomlo .1 CoffnWOn Exp. DEC. 3, 1999 A.P. # . � .. ' a _ .�. v • V .w . J .t � Y 'l�� c. '' . J .t � Y s�/ � •�' . � � � .. . . , .,, ,l. �• ' � � � � � ti,! :� � � ', ' � :� • • '� �� + � �. � r� i � . • •• � �'�� � � ,�' • � _ �'. :' .1 V ., `�-�ti-r.. • . • ,,... • •� �� �� � --- --- ��_ ��� �<o�.�T) c�� . - - �- _ - LAN D OF NATURAL W E A t T A11)'1 BEAU TY Department of Development S&yjces PLANNING DEPARTMENT 7 COUNTY CENTER DRIVE • OROVILLE. CALIFORMA OW6.3397 TELEPHONE (916) 5367601 June 25, 1992 Hal N. Omar P.O. Bax 6365 Folsom, CA 95630 Re: Use Permit, AP 069-590-007 Dear Pyr. Omar: At the regular meeting of the Butte County Planning Comr.tission held June 25, J9M, your request for a Use Permit to allow a Exxon gas station. a car wash and a rna4ut on property zoned C-2 located on the northwest corner of Olive Highway and Ra�bel Drive, Oroville, was approved subject to the following conditions: 1. Any on-site lighting shall be shielded from surrounding property and streets, 2. All outside trasb storage and collection areas shall be enclosed by solid ma&onry walls, view obscuring fence or combination of those options, not less than s& (6) feet in height). The maximum height of the screening shall be at least Ora (1) foot above the trash receptacle(s) when full. 3. Provide landscaping to a depth of ten (10) feet measured from the abutting m4et right-of-way line, with openings for walkway or driveway purposes in accordsme with County standards. An additional five (5%) percent of the gross parldw lot area shall be devoted to landscaping. Each planter area shall be surrounded;" six-inch raised concrete curbing or equivalent. An irrigation system shag be installed in each separate planter area excepting areas of native trees. The naive trees may be considered part of the 5% required landscaping, 4. A landscaping and irrigation plan shall be submitted to and approved by the Planning Director prior to issuance of a building permit. Landscaping shag be installed prior to final building inspection. 5. The off-street parking lot shall be surfaced with asphalt concrete paving. AspfWt concrete paving shall have a minimum thickness of 1-1/2" minimum placed over at least six (6) inches of compacted class 2 aggregate base. Parking spawg be striped to county standards. 6. Provide wastewater and sewage disposal facilities in compliance with Ow Environmental Health Department requirements. 7. Improvement plans prepared by a registered engineer shall be submitted to OA approved by the Department of Public Works prior to any construction. 8. Pro%ide a permanent solution for stcrm drainage. 9. Applicant shall comply with all other applicable State and local statut", ordinances, and regulations. 10. Applicant shall connect to Oroville Wyandotte Irrigation District water supply Ad Lakr. Oroville Area Public Utilities Disr:ict sewage collection system. 11. Applicant shall obtain an encroachment and construct standard S-18 public MMid approach at access to Rachel Drive. 12. Applicant sliall construct one-half street phis 12' section on Rachel Drive fro>~ to RS -3B road standards. 13. All plans for the market must be approved by the Butte County Emvonme,.t4W Health Department prior to construction. 14. A development impact fee for Sheriffs facilities shall be paid pursuant to Ow provisions of Chapter 3, Article II of the Butte County Code, prior to issue of building permits or use pernit tin the case of a mobile home park. Said f9e amount will be determined and calculated as of the date of application fol 1;4e building permit or use permit. 15. Install a fire hydrant at Olive Higitway and Kelly Ridge Road. 16. Pay a pro-raca share toward the installation of traffic signals at the intersesdon of Kelly Ridge Road and Olive Highway. 17. All underground tanks must be approved by Butte County Environmental HeAb prior to placement. 18. Provide a 1' no -access strip along Olive Hwy. except at CalTrans approved locations. 19. All lou shall be subject to the East Oroville traffic impact fees pursuant to ;be provisions of Chapter 10, Article V of the Butte County Code, said traffic impset fees shall be paid in accordance with Scction 10-58 of said code. M Should you desire to appeal any of the condit,ons imposed by the Planning Commission, you must do so in writing with the appeal fee of $516.00, to the Clerk of the Bowd of ��.: �` tt awl iRg rt, Supervisors, 25 County Center Drive, Oroville, California, July 3, 1992. If you do not appeal Prior to 5:00 p.m, lPt�4J+y, appeal and if there are no other appeal within 6 lltAey appeal period, yuse permit will be issued after July 3, 1992, Recently enacted legislation (AB 3158, Chapter 1706, Statutes of 1990, effective JWWWy 1, 1991) requires that the Department of Fish and Game impose and collect " fees as specified it, defray the cost of managing and protecting fish and wildlife tfust resources. ' hese filing fees are collected during the emrironmental review process ;,►nd are to be paid at the time the County files a "Notice of Determination' with the CtA,,uuty Clerk of the County in which the project is located. This procedure is required ptrtOant to Section 21152 of the Public Resources Code. To increase administrative efficiency, the statute delegated the collection of filing aces to the County Clerk and provided the County authority to collect a $25.00 documetrmiry handling fee. Tire fee for a DeMinimus Negative Declaration is the $25.00 docume#MMY handling fee. Check made payable to the County in the amount of $25.00 shook! be submitted to the County by July 6, 1992. Should you have any questions regarding this matter, please contact this office bet *cn 10:00 a.m. and 3..00 pxL Sincerely, 141c er Director of Planning BAK:lr RITH RE MITIGATIONGREEMENT NG OF IMPACT ONITTRAFFIC INE LANA THE OROVILLE AREA WHEREAS, the undersigned are presently land commonly known as Ap No, — Y the owners of t►tet rigl�-,�"' , which is lH�ated in the nincorporated area of Butte�C un�t�' the legal description of which is set ford Exh bit "A" attached hereto and incorporated ch in reference; and herein by this WHEREAS, said owners propose to develop their said land, and, in connection with their development proposal, have submitted an application to the County of Butte for the following discretjF�nary land use entitlement: parcel map use permit subdivision map_T other (specify) ; and WHEREAS, said owners recog.lize that the cumulative imp&6 t of development in unincorporated areas of Butte County, incltiding their proposed development, has created and is creatinq a significant impact on the transportation system of the Oroville Area; and WHEREAS, said owners are aware that in 1981 the Butte Cuunty Board of Supervisors adopted an Environmental Impact Report (tIR) pertaining to the Oroville Area Land Use Plan, which EIR identified said plan as having a significant impact on the transportation system of the Oroville area; and WHERFA a traffic tudyhbe i983 Oroville Area cond ct d prior toIsubsnd tantial EIR recommended in order to balance the new land use scenario allow occurring Orovills Area Land Use Plan with transportation infraallowed by the ture investment to ensure that the transportation system wouldscontinue to move traffic at a reasonable level of service; and WHEREAS, the growth in population and employment in the oroville Area has produced significant increases in travel demand which threatens the level of service of the existing transportation system unless transportation improvements are made to reflect the land use scenario allowed by the Oroville Area Land Use plan; and WHEREAS, the Oroville' Area Land Use Plan policies require coordinating City and County transportation planning in the urban area and cooperating with the City of Oroville in developing a capital improvement program for streets and highways; and Y y, • transportation impact tees the le Area be exacted as Uto all n propose) mthat ent which requires City and County cooperation in Order new develbgP to ba successful and equitable, and it i.: anticipated dO1 at th tees of oroville will assess and levy traffic impact ated that th4* City and in a manner substantially the same as re fees in nn a*Ount of Butte; and quired by t,,,e C,?L:.nty WHEREAS, said owners recognize that the imposition of trtftic mechanisms l impact fees or benefit such other funding mechanism or combinatib!' Of transportation system; andeir said property by providing a &A;tter WHER proposed d velopment onowners thewish transportation system transportation the impact of �nize that the County of Butte does not at and recon'. mechanism in place or other adequatePresent have a fut:ding such mitigation. resources necessary to pr yyide NOW, THEREFORE, said owners do hereby agree and consefyx. as follows: I. Said owners consent to the establishment of traffic im*act fees or such other funding mechanism, or combination of mechani*ms, agree not to protest against establishment of the same, and &qXee to pay their pro rata share thereof. Butte iSaid n obtainingowners the to cooperate and supportthe CounS/y of approval of such fund other property owners within the unincorporatedg mechanisms }CXom in the Oroville Land Use Flan area, area of the City 3. Said owners agree, prior to [recordation of their f�tAal map,] [issuance of any building permit in connection witty or mitigation their as may be permit] to paysuch uaan ordinance ation �,sct al application adopted by the Board of Supervisors of of geiss�[of Butte as to discretionary land use entitlements the County of approved by the County. It is understood that such ravished Ind deposited by the County into a separate designated shall be limited to use for the intendedmitigating grated county # an the transportation system within the oroville tArea La impacts on area. Land Use Plan 4. in consideration the foregoing and other good and valuable consideration, the undersigned owners expressly agree that the foregoing shall be an agreement running with the land and sha:i he binding upon their heirs and all successors and assigns in interest. Ad PQW IADV Li Of 2 U 3i Su Wt d 'Ws M -t AJnd rfl :AB 1661 'it 43JTW =3110 wivvjisr .. 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J tx 1 i it! c } T -.Y.• i + • , l Ai: ill �'.. .1.i- 1 1 .� 1�:.-�y�'. !,.) �Ryyc1 y y✓ ! :� �� r /tom �.t. r at+l.�.► ' 1 ...,Y�., __1.31., .: .i"., ': '�': �. .. ..::' .?. _ .. �. ... .. ..... ..-.._ !. ... _ .. �,... ... � .... .,. _._ _)._F.. •'t� ' .._. ., . ..A. ,' _'1 ..-�,+% C /-1 V12 001 I a" OWNER" S a 1- ►STATEMENT - THE FOLLOWING INFORMATION DOES NOT EFFECT RECORD TITLE INTEREST: 1 i 1) " DEVELOPMENT - ON THESE PARCELS ` WILL REQUIRE CONNECTIONTO A PUBLIC -WATER SUPPLY AND TO ` A PUBLIC SEWER SYSTEM. 2) A 50.00 FOOT BUILDING SET BACK, MEASURED FROM CENTERLINE, : WILL BE - MAINTAINED ALONG RACHEL DRIVE. A 55.00 -FOOT BUILDING SET BACK, MEASURED FROM CENTERLINE, WILL BE MAINTAINED ALONG KELLY RIDGE ` ROAD. A '20.00 FOOT ' BUILDING SETBACK, MEASURED :FROM THE RIGHT-OF-WAY LINE, WILL BE MAINTAINED ALONG OLIVE HWY. 3) THE APPLICANT SHALL PAY THE DEPOSIT OR REQUIRED FEES TO MITIGATE TRAFFIC IMPACTS IN THE OROVILLE AREA PER THE SIGNED AGREEMENT PRIOR TO THE ISSUANCE OF BUILDING PERMITS. 4) ALL NEW DEVELOPMENT MUST MEET THE FIRE SAFE I REGULATIONS OF P.R.C. 4290. 93-0339651 Fae Rea 14.00 1.Check 14.00 Recorded I Official Records County ;of sI Butte , "Candace J.'Orubba 1 Recorder 1 1 -atOlam ----g-Aug-93 1 PUBL FH 4 - _ SHEET 1 OF 4 2.i OSCOV.1 w I I .0 ACRES yo L, A.P.U.D FOR SEWER LINE PERJD). STATEMENT RECORDER'S 'OF. IN o.-MAPS,�4`1`'PAGE(S) AT THE REQUEST FILED THIS DAY I 9.�fl, AT BOO T7) A T3 104 L-1 T. 0 K OF \ .� nF ,. r- Tlk A OFFICE�OVTHE BUTTE COUNTY RECORDERAS SERIAL NUMBtR: S 13 G .00# 1/4 CORNER 0 N 44' 19'44", W (R,M), 150.55', D.W.R. FD. STD. 1 1/2' C PARCEL 1 I.P. 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