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018-040-004
011-710-004' PER`lIT#95-1739 SLOAN, Jeff f.0 (0 Falcons Pointe, Chico Cont; Robert Hill New Singlc Family ✓� 7 _ 011-710-004 PERMIT#96-1294 SLOAN, Jeff &- Sharon 66 Falcons Pointe Dr., Chico Cont; Robert HIll New Pri Swimming Pool I RE, l[����� � 011-710-004 PE0MIT#96-1294 SL0&0, Jeff & Sharon 06 Falcons Pointe Dr', Chico Cont; Robert Bill New Pri Swimming Pool ` JOB FINALED (Date) SIgnature V=OK O = Not OK Not '=Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 7. Well Clearance & Disconnect 1. Zoning Requirements - Setbacks - Easements 8. Utility Clearance 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) Card B-1 Date Card B-1 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Dep"pacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fmi Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing VeneerStuoco-Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card V11 Date Card B-1 Date POOLS ans) OK except #'s etbacks-Easements 1-y Yt.; Receptacles and Lighting, Distance-GFI Elect; Pool Lighting; 15 Volts-GFI 6. E .; Enclosures; Conduit Entries -Terminals -Listed 7./Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. Bo es-Enclosures-Panelboards-Ins. to Main in Conduit ealth Department Approval Plumb.; Cir. Test -Water Supply Test I luate Card B-�,[�' , Date Card B-1 ,Date if Card B-1 Date Card B-1 6. Gas; Location -Test -Wrap; / /"L'ft. / /Nat. or/ /"L"It./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Dep"pacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fmi Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing VeneerStuoco-Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card V11 Date Card B-1 Date POOLS ans) OK except #'s etbacks-Easements 1-y Yt.; Receptacles and Lighting, Distance-GFI Elect; Pool Lighting; 15 Volts-GFI 6. E .; Enclosures; Conduit Entries -Terminals -Listed 7./Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. Bo es-Enclosures-Panelboards-Ins. to Main in Conduit ealth Department Approval Plumb.; Cir. Test -Water Supply Test I luate Card B-�,[�' , Date Card B-1 ,Date if Card B-1 Date Card B-1 V OK O=Not OK = Not Applicable Not Ready RESIDENTIAL (Sir1gle & Duplex) ' = Date UNDERFLOOR (Plans) OK except k's j 1. Zoning -Setbacks -Easements -Flood -Slope I 2. Ftq.. Main:'Soils-Elec. Grnd.-/ /" Fla. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ft.g., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except a'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. Shower Pan: Test. First Floor -Tub Access ----------------------------------- -------- 20.Test Tub -&-Shower.- Second Floor -Tub Access 21. Gas Pipe: Size & Anchors -------------------------------------------------------------------------------- Date Card B-1 Date Card B_1 ---------- --------------------------------------- -- ------ Date Card B-1 Date Card B=1 Date ELECTRICAL (Permit) OK except a's 22. Fixture & Transformer Clearance -Ins. Protection -------------------------------------------------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors -------- ----- - - ------------------------------------- ------ 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 ----- --- ---------------------------------------------------- -------- I ......... 27. 2 Appliance Circuts in Kitchen & Conductor SizerGFI ----------------------------------------......-- ........................ 28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ga. Cu or At 29. Range Circ. r I ga. Cu or AI -Oven Circ. r r ga. Cu or Al. Insulated Neutral E) Yes ❑ No ----------------------------------------- -`-------------------------------------- .. 30. Service -Riser Conduc'tdrs & Ground -Main Disconnect -------------- - - ---------- .-_............ ....... 31. Equip. Clearances Panels-Motors-Mech. Equip. -------------- ------------ - - -----------------------�- ---. .. . ....... .. 32. Clothes Closet Light -Shower Light -Spa Light ------`------------------------------'-------_ . 33. Smoke Detector ---- -- - ... ------ -- . -----..... ... _.. ....... ..... Date Card B-1 Date Card B-1 ------------- .............. ........... .. ................ ... ... ... . ... .. Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except a's 34. A.C. Ducts Insulation & Support -----------------...------ ------------ ............... I... ... 35. Vent Fan: Exhaust above insulation ---------- --- ------------------- -------- ------ 36. Condensate Dram & Overflow: Sze & Grade 37 Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet -- . - ----- ...... ....... ... ......... ... .. 38 Attic Access & Platform if Furnance in Attic ------------- ------ --- _ _ -. . . ......... .. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except a's 39. Sils. Proper Material & Anchors _..... ... ... ... ... ... ............ ... ... ... 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound .. ... ... .. .....-------.--- --- 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) ...... ._. .. - - - --- ... __..... ..... .... 43. Fire Stops. Furred Ceilings -Stags -Chases -Tub 44. Headers & Beam -Size & Bearing Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties- Purlfn-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing --------------- 51. Property Line Firewall & Openings 52. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits ------------------- ------------------------ 53. _Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection ------------ 54 -.-plywood on Roof Overhang -Attic Vents -Rafter Outriggers - ----- 55. Siding -Nailing Veneer --------------------------- ----- 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access --------------------------------- ____________ 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows -- -- - -.- --------------------------------- -- Date Card B-1 Date Card B-1 --------------- ----------------------- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except a's 61. Ext. -Steps -Door & Sidelight Protection -Landings ----------------- - -- 62. Smoke Detector -- ----- ------- ---------------------------- - - 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection ...------ ------ ------- ------------- 64. Bedroom Exiting ... - -- - --------------------------- 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Sub anel: Breaker Sizes & Labels 67. Stairs & Rails ------------------------------------- 68. Fireplace or Stove: Clearances -Hearth ... .... .------- ------------------� --- 69 Elec. Outlets at Wood Panel: Int. & Ext. .. ... ------------------ - ---------- ---------- 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance ...... ......-------------------------------------- - 71. Elec. Outlets& Receptacles at Kit. Counter . - - - ---------------------- 72. .-.------------------72. Garage Fire Door:.Swing-Landing -Closer .. _.. _ ... _. _...... ------.------------------------ -- - 73. A.C. Duct in Garage -Damper . _ .... .. . - - -- . - -------------- - ------- ----- 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection ------ --------------------------------------- 75. ----------------------------- ---- 75. Plb.. Elec. & Mech. Equip. Listed for Location ...... - Elec. Receptaclesin Garage: (G F.I.)-Romex Protection ---- ------------------------------- 7, Insulation -Foam -Looked in Attic ❑ Yes ...... .------------- ------------------ -- ----------------------- 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes .. ... ... ....._..._..-----' - ------------------------ 80. Following insild.-. Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No --- ------------------------------------------- 81. Stucco. Brown -Finish .. ..............._.....------------------ --------- 82 A C Unit: Disconnect. Electrical, Plumbing .. ... ... ... ... ... .-------------------- 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings ............. _ _....... --- ----------------------------- 84 Water well: Disconnect. Electrical. Plumbing . ..----------------------- ---------- ----- 85 Exterior Elec. Trim: G.F.I. Receptacle- ..----------------------------------- 86 Ventilation Throughout House - - - -- - -------------- 87 Glass Protection - ----------------- 88 --------------88 Corrections lrom Previous Inspections - - - . - ------------ -- ------------------------ 89 Gas Test -Meters Tagged: Gas -Electric ._. . .. _--------------------------------------------- 90 Water & Sewer Connected -C/O to Grade -HD Approval . . . . -- -- - _- - _....-- ---------------------------- 91 Energy Compl ante Certificate -Other Certificates ----------------------------- - ------------ ------- Date Card B-1Date Card B-1 - - - - - - ---- ------------------------ _ - ------------ Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE -DEPARTMENT OrDEVELOPMENT SERVICES -BUILDING DIVISION ' 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 /1 PERMIT NO APPLICATION AND PERMIT 9c A$iSfSSORPARCE-NUMBER $(� 011-710-004 ZONING po BUILDING PERMIT OWNER JEFF & SHARON SLOAN TELEPHONE - SQ. FT. OCC. BUILDING VALUJTIX E T 13,800 OWNERS "UNG ADDRESS 66 FALCONS POINTE DR CHICO CONTRACTOR'S NAME ROBERT ;MILL TELEPHONE 891-4280 CONTRACTORS MAILING ADDRESS 199 EAST SHASTAFireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Fling Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 1-53.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 23-00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS "UNG ADDRESS Penalty $ BUILDING ADDRESS 66 FALCONS POINTE DR, CHICO PERMITFEE $ 26.00 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: POOL MASTER 94-502 — 150,--7 -q4 Mobile Home IS I GI W @20.00 PERMITFEE S Contractor ELECTRICAL PERMIT Filino Fee 20.00 Main Service OOOV OR LESS ( 2o0A OR LESS 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 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 NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. BLDS. ) so. 3.50 Fr. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ER (s SINGLE CUTLETT CIR. ) Ex. Occup. ( OUTLET OR FIXTURES ) 20 Q 1.00 BAL a .SO Ex. Occup. (oFIXED E APPLNS.OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 10-00 PERMITFEE q 50-00 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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 P -EP 3340 MECHANICAL PERMIT Filing 9 Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE S Contractor Policy Number CCd4, 2121 (x12.•'1 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date f�D`��Z'`��i' Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 276.00 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD SU 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 PERMITEXPIRESON (ateJ Receipt No. 195443 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION F 7COUNlYCENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET OWNER No 0,(/ ,I.P Proposed Buiding Use d Building Inspector /` 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 J. 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, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ G. Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ...................... S. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ . ......................................... 11. Impact fees as shown on attached schedule . .............................. 12 California Department of Forestry plan approval/fees. ....................... . 3' Flood elevation letter (100 year flood) by California Engineer .............. 14. Sanitation and plot plan approval Health Department . 3 15. City of Chico plumbing permit. .... ............................... . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 1'. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy). .. . . 20. Pre -inspection for required. o Build Building Inspedo� (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. .... . 2. 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 . .............. 3-. Existing violations/expired permits . ...................................... J4 V. Plan check list . .................................................... . 33. 3c:. When you issue the -permit, process as follows: Mail to owner. Mail to contractor. �elepione%/- qzFzd and hold for pickup at IGo office. Deliver with inspector. Other Parcel Creaticn Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index perm't for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved byi T t g IS o At S Date �(- Sets of plans on hold in File cabinet AP folder . Copy - Department of Public Works E. Ii. tSli Ml.v `a.'i ,' ••a Hol Pkui Nlached Fluor IT Auach.d SCIII Io B.U. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance U :- jg - 71-0j I cj]xa P Owner Location AP# Plan Approved for Clearance for \, Hold final for: Sewage Disposal Water Supply: Public Private Well bedroom mobile }ionic. Other, � ) Final clearance O.K. for: NOTE: En ironmental Health Specialist. 8/92 Date t. ■....vo... ..■■ �.i■.■ APPLIED / m"` "mom " TESTING Ism .3 CONSULTANTS Report of Field or Shop Welding Inspection REPORT TO: Robert Hill '& Associates 199 E. Shasta Avenue Chico, CA 95926 ATC FILE NO: 95485 OSA FILE NO: A.P. 4011-710-004 APPLICATION NO: B.P. #95-1739 PROJECT: Falcons Pointe, Lot #4 - Sloan Residence WELDING PERFORMED AT: Jobsite 09-27-95 Materials 6060 Engineering Cohasset Road Testing and Chico, CA Inspection 96926 Crane (916) Certification 891-6626 WELDER'S NAME SOCIAL SECURITY NO. CERTIFIED BY DATE Greg A. Beeson 530-82-7928 Applied Testing 11-11-91 Steve Bladorn 565-77-5943 Chico Iron Works 10-05-93 PLANS, SPECIFICATIONS OR SHOP DRAWINGS BY: Robert Hill & Associates, Architect Charles Roberts, Structural Engineer DATED: 08-28-95 EQUIPMENT USED: Miller AEAD 20OLE ELECTRODE: E71T-11, 1/16" dia. PROCEDURE USED: Flat and horizontal CP groove welds w/backing, FCAW WORK IN PROGRESS: Beam -to -Column complete penetration connections for moment resisting frames shown in Details N/S4 and 0/S4. REVISIONS OR CLARIFICATIONS Beam shown in Det. N/S4 was lengthened +/-15" with complete penetration shop welds.IN:oin:�sp�ect�ionwas provided�forthese�weld�s,PSM4. OU -6( - ITEMS COMPLETED THIS DATE: All work described above completed this date. Where necessary, joint fit -up was modified or adjusted to provide proper alignment or spacing as required by AWS D1.1. REMARKS: All welds in accordance with project plans and AWS D1.1 CONTINUED ❑ . E WELDING IN ECTOR yp?Z 6 d`et+e HEIDELBERG GRAPHICS _„ ■■■■■—sibs! ■■■■■ ■■■■■ APP -LIED Materials 5050 /■/// //■■■ Engineering Cohasset Road "" I` ■■■■► I■■■■ TESTING Testingand Chico, CA SK_w�_ 1■■ Inspection 95926 CONSULTANTS Crane (916) ���\J■L���/ Certification 891-6626 Inspector's Daily Report PROJECT: Falcons Pointe, Lot 4 - Sloan Residence FILE NO: 95485 INSPECTOR: J. Sears PAGE NO: 1 of 1 WEATHER: Clear, Warm DATE: 10-03-95 A.P. 4011-710-004 B.P. #95-1739 HEIDELBERG GR JCS .,RfSIDENTIAL 011-710-004 PERMIT#95-1739 SLOAN, Jeff 66 Falcons Pointe, Chico Cont; Robert Hill New Single Family -:f0 FICE COPY IF Address GAS Meter By Date -L A,, ELECTRIC Meter- By -bate V7 6- -#tqA I oK -po 1,iEo6c-v- j� e., -c eor 5 (OFF Y. Address GAS Meter By Datd:Z I ELECTRIC Meter Date JOB IFINALED (Date) X-0, Signature q=OK y O =Not OK = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date _ Card B-1 Date Card B' 1 f• Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line . - 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except 1. Zoning Requirements -Setbacks -Easements ti\' 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel \ 3. Decks; Grillers and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 7 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses T' 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'S 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card 8-1 Date Card B-1 Date Card B-1 J=OK' f' ONot OYC_ " ,• Not Applicable Not Ready RESIDENTIAL (Single & Du = Date A UNDERFLOOR (Plans) OK except ti's lex) Date FRAMING (Continued) ing-Setbacks-Ease ments-Flood-Slope ____ Hdgers-Post Caps -Anchors -Connectors Main; Soils-Elec. Grnd.- e" Ftg. Depth g Joist Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. .Garage; Soils -Steel -Flet. rnd.- lL Ftg. Depth it place Ties or Type A Flue -Fireplace Throat clearance Porches &Decks; Soils -Steel-/ /Fig. Depth tt'c Access; Size & Romex Protection -Draft Stop -Ins. Baffles Stemwalls, Main; Steel -Bloc kouts-Wrapped b drm. Windows or Exiting Doors -Sill Hgt. &Dimensions �emwalls, Garage; Steel-Blockouts-Wrapped------------ old Downs and Special Anchors-__--_--_—�� G rage Fire Protection Framing f61. roperty Line Firewall & Openings ab; Steel -Wrapped --------------- -- ers-Fireplace Ftg.-Steel '2_ t'. Doors -One 3' -Check Garage -3rd Story, 2 Exits D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Gas Pipe; Size -Anchors - yard gas piping: size -test Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. irders-Sills-Anchor Bolts -Joists -Vents -Cripples li 'cess & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date and B-1 Date Card B-1 Date PL BING (Permit),OK except ti's Water Hir.: Vent -Access -Combustion Air -Baffle ------- --- --------------------------- 1 Water Pipe; Test & Anchor -Nail Protection _ D Test -Fit 'ngs & Anchor -Nail Protection t ower PZrf. T e , First Floor -Tub Access (� T st Tub & Shower, Second Floor -Tub Access ------ - - --------- Gas- Pipe; Size & Anchors ---------------------- -- - -- - -- ------------------ Date and B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ti's - - Fixture & Transformer Clearance -Ins. Protection 2 EI .Receptacles Spacing -Lights & Switches at Doors --- -------------- e ------------------------------------ ---S' ', Boxes & No. -of -Conductors -Stapled T________-_-----__ ------------ ------------- ----- --- omex Installed Close to Edge of Studs & C.J. A�quip. Ground ------------ --- made up w!Mech. Fastners-Bond Gas & Water ----- --- Y'' ------ ----- ----- -------------- ----------- P_, 'Appliance Circuts in Kitchen & Conductor Size/GFI Subfe,Wire Sizer 1 ga. Cu or A�A.C. Wire Size f 'r ga. ey. Cu 04.A,( ---------------------------------------------------------- ---- ----------------------------------- ---- 29. Range Circ.' r ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No -------------------------------------------------- ----------------------------------------------- ------- ----------- - - --- - - Y 30. Service -Riser Conductors & Ground -Main Disconnect ---------------- ----------------------------------- ---------------------------- --------------- --- 31. Equip_Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light --------------------------------------------------------------pa Light 33. Smoke Detector --- -- - - --- - --------------------------------------- --- Date 1'O Card B-1 /� Date Card B-1 ------ ------ ------------------------------------------------ Date, Card B-1 Date Card B-1 Date M rHANICAL (Permit) OK except ti's 4. G Ducts Insulation & Support ---------------- -- - - - -- - - -- - -- - - ---- --- - --- --------- ent Fan: Exhaust above insulation Condensate Drain & Overflow: Size & Grade ` urnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ------ - ------------------------------------------------ ...... ---------------------------------------------------------- --- -- . Attic Access & Platform if Furnance in Attic ------a----- ---- --------- -- -- -- -- Date 6� and B- Date Card B-1 --- - ---------------- ----------------------------- Date Card B-1 Date Card B-1 Date FRAMI (Plans) OK except ti's it Proper Material & Anchors 4 ails Studs -Nailing. Spacing & Bracing -Plates -Sound -- --------------------------------------------------- ,.r, --------------------------------------------------- - 1. daring Walls over Girders & Floor Nailing -- -- -- ------ --- --- ---- - --------- -< Draft Stop in Walls (rat proof)--- - -- - ----------------------- Fire Stops: Furred Ceilings -Stairs -Chases -Tub ---------------- - ----------------------- Headers & Beam -Size & Bearing --------------- -------- tairs: Width -Headroom -Rise -Run -Landing -Fire Protection --------------- ywood on Roof Overhang -Attic Vents -Rafter Outriggers ------- 5 Siding -Nailing Veneer ------------- --- - ------ Mesh-Drip Screed -Fd. Vents-Underflr. Access ------------- W Area -Glass Protection -Skylights -Plastic jj �j��1 t� hear Walls; Nailing-Bolts 9 nsulation-Walls-Ceilings ------------ - - lN� filtration Walls Windows --------------- Date ----- Date-- Date F .& Card B-1 Date Card B-1 Date Card B-1 Card B-1 glans) OK except ti's ' Steps -Door & Sidelight Protection -Landings e Detector PJ. F rnace: Vents -Clearance -Comb. Air -Connector - n -----GarAbove Floor -Ducts -Meth. Protection _ ----------- ---age. ---------- ___ . Bedroom Exiting - ---- 5. G.F.I.& Bath Fixtures & Tub Access -Spa 66. let Trim-& Subpanel; Breaker Sizes &Labels ------------- ------------ ------------ ------------- ____-----•_ 6W Elec. Outlets at Wood Panel: Int. & Ext. 'Kii.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance ec. Outlets & Receptacles at Kit. Counter - - - - ---- ---- -------- rage Fire _Door: Swing -Landing -Closer - C. Duct in Garage -Damper tr. Hir Vents -Clearance -Comb Air-Connector-P.R.V. In/Garage: Above Floor-Mech. Protection b., Elec. & Mech. Equip. Listed for Location -------------- ------ I c. Receptacles in Garage: (G.F.I.)-Romex Protection -- -- - - ion -Foam -Looked in Attic ❑ Yes VA. u_ard Rails & Deck Construction -Post Caps F n Vents &Crawl Hole Do Drainage & Wood-Eart learance Looked under F or ❑ Yes Following instid : O ' e Yes ❑ No; Walks VYes ❑ No; Planters ❑Ye❑ No 5'� dl. ucco: Br n -Finish VVents . Unit: Disconnect. Electrical, Plumbing ----------------- Above Root: Plb9.-Appliance-Fireplace.-Clearance to ,COpenings a. Water Well: Disconnect, Electrical, Plumbing — -- 85. xt rfor El ,c, Trim; G.F.I. Receptacle -Underground -- --- -------------------- -- V lation Throughout House ----- -- - -- ------------ -- d ss Protection Corrections from Previous Inspections ------8.9-./,s Test -Meters Tagged: Gas -Electric — . Water & Sewer Connected -C/O to Grade -HD Approval 91' Energy -Compliance Certificate -Other Certificates ----------------------------- --- 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-- COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive ; Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT %5'/%-�. ASSESSOR PARCEL NU BEA 011-710-�04 ZON7(l� !" - BUILDING PERMIT OWNER JEFF SLOAN TELEPHONE SO. FT. OCC. BUILDING VALUATION 3251 R 175,554 OWNERS MAILING ADDRESS 670 M 12,060 CONTRACTOR'S NAME ROBERT HILL TELEPHONE 891-4280 165 C 2,145 CONTRACTOR'S MAILING ADDRESS 199 E SHASTA AVE f=ireplace 1 2 19$ ONO 3,000 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 192,759 Fling Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 965.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 627.25 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS + f; 6 FALCONS POINTE, CHICO PERMITFEE $ 1,635.25 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 16 7.00 112.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 1 23.00 USE OF STRUCTURE SF R Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 TYPE OF WORK New 0 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BR HOME Mobile Home I S I GI W I @20.00 PERMITFEE $ 192.00 Contractor ELECTRICAL PERMIT Filina Fee 20.00 Main Service ---A oR LESS ( 200A OR IESS ) 23.00 23.013 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class IL 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. So. OR ADONS. ( 8. ACC. BUDS. ) 3.5¢ FT. 137.2 NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) 20 Q 1.00 BAL SO Ex. Occup. OUTEUETS(RESIU.j EA ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE _ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Idyl 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' p m ens insurancecarrier and policy number are: Carrier `�' Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.)46-00 ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. n Date 1-Z P- J_5 Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating 2 3T SPLIT 30, OC Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Mobile Home Installation Fee $ Energy Inspection Fee Is , °�°3 CO T. PE OTAL FEE $ 2,132./5 HAZ. I D. S I IMP I FLOOD I CM PAR I PD I H 5S 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. B� yJ'�I.t. P ^ XPIRESO 9��`� (Date) ReceiptNo. 180541 - 707.25// 1 e o &* r - WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN R100 -APPLICANT COUNTY OF BUTTE''` BUILDING DIVISION DEPARTMENT OF DEVELOPAIIE'Nt ERVICES 1469 Humboldt Road, Chico, CA - (916). 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 :` 747 Elliott Road, Paradise, CA - (916) 87216307 :.tea r 's CORRECTION NOTICE OWNER PERMIT NO. A •outine inspection indicates that the following violations of Butte County Ordinances exist at '» the above address and should be corrected. Please notify 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. 12a 7 • Spti � t��'x� .' M Date —4U `73 Inspector REV 1 ]/92 IF r•A COUNTY OF BUTTE BUILDING DIVISION - t_ DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA (916) 872-6307 CORRECTION NOTICE OWNER A routine inspection indicates that the following violations of Butte County Ordinances exist at -.he above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining tdthis matter, or need additional explanation, rJejse contact this office immediately. ���� mc CLCA e2E;b C Date Inspector RE/ 10/92 COUNTY OF BUTTE BUILDING DIVISION . DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 { r 747 Elliott Road, Paradise, CA - (916) 872-6307 r ` CORRECTION NOTICE IJI.N,1laV PERMIT A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify 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. P 4--m-- f Date Inspector -.,/ !i REV 10192 �YA TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance B.H. USE ONLY Piot Plan AttacLed Floor Plan Attached Seat to B.D. Owner Location AP# Plan Approved for: Sewage Disposal Clearance for bedroom mobile home. Other , . Hold -final-for: Final clearance O. 1. for: NOTE: fx 4 UL i Environmental Health Specialist 9/92 Water Supply: Public Private Well Date COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES '1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Croville, CA - (916) 538-7541. 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT N0� A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, p(egse contact this office immediately. RP6=Z7c.- ape 1214�r,_r F� K -rm-.Gtlzm f�nMh�dp� -M.V'C oS U L4-ri5 0 Date .S Inspector , REV 10192 1 Aana.,vnV rwv.r 10000 -ft■■■ ■■■■■■■■H /■■■■■■■■■ / ■■► A A■■ rt of Field or Shop Weldin4 In REPORT TO: Robert Hill & Associates 199 E. Shasta Avenue Chico, CA 95926 ATC FILE NO: 95485 OSA FILE NO: A.P. 4011-710-004 APPLICATION NO: B.P. 4495-1739 PROJECT: Falcons Pointe, Lot #4 - Sloan Residence WELDING PERFORMED AT: Jobsite 09-27-95 Materials 5050 Engineering Cohasset Road Testing and Chico, CA Inspection 95926 Crane (916) Certification 891-6625 WELDER'S NAME SOCIAL SECURITY NO. CERTIFIED BY DATE Greg A. Beeson 530-82-7928 Applied Testing 11-11-91 Steve Bladorn 565-77-5943 Chico Iron Works 10-05-93 PLANS, SPECIFICATIONS OR SHOP DRAWINGS BY: Robert Hill & Associates, Architect Charles Roberts, Structural Engineer DATED: 08-28-95 EQUIPMENT USED: Miller AEAD 200LE ELECTRODE: E71T-11, 1/16" dia. PROCEDURE USED: Flat and horizontal CP groove welds w/backing, FCAW WORK IN PROGRESS: Beam -to -Column complete penetration connections for moment resisting frames shown in Details N/S4 and 0/S4. REVISIONS OR CLARIFICATIONS Beam shown in Det. N/S4 was lengthened +/-15" with complete penetration shop welds,..oNo inspection was provided for these welds ITEMS COMPLETED THIS DATE: All work described above completed this date. Where necessary, joint fit -up was modified or adjusted to provide proper alignment or spacing as required by AWS D1.1. REMARKS: All welds in accordance with project plans and AWS D1.1 CONTINUED O E WELDING IN ECTOR g�ti�ti• I 0A HEIDEIBERG GRAPHICS A APPLIED ����� �Materials 5050 ..... �.... Engineering Cohasset Road "" "" TESTING MMML � Amum Testing and Chico, CA Mme! -+,,.�-mmmm �m� Inspection 95926 ''o CONSULTANTS Crane (916) IL—A jmLj\-'a Certification 591-6625 HEIDEWEFG GRAPHICS I i --7-10- ' APPLIED .......... .......... ::" Y TESTING .......... Opp, Lib—A"° CONSULTAt Materials Engineering File No. 95485 u.y -- Inspection Crane Certification 5050 Cohasset Road Chico, CA 95926 L1 12 January 1995 . Robert Hill & Assoc. 199 E. Shasta Avenue Chico, CA 95926 Attn: Mr. Robert Hill Gentlemen: -�7- Reference is made.to.our Report.of Field Welding Inspection, dated 09-27-95. A statement is made in this report that the beam shown in Det. N/S4"was lengthened"about 15 inches in the fabrication shop, using completed penetration welds. We did not" provide inspection at the time these welds were made. However, visual inspection at the construction site indicates these welds are good quality and were performed.in accordance with -the requirements of AWS D1.1. If you have questions concerning this report, please call our office. Very truly yours, APPLIED TESTING CONSULTANTS, INC. John . Sears, PE, CWI cc: Butte County Building Dept: i 1OHN. EARS 1• i "i NO. 23199 .23199CIVIL i 1" 7 c W1 JOH�� & SEARS 89iCM71 CWI 5 TEL No Oc t. 10 , 95" 9:07 110.008 P.01 B U T T$ C 0 V X T Y B U X L D I N G D I V I S 1 0 N I COUNTY CENTER DRIVE, OROVILLIE, CA 95965 (916) 538-7541. F A X c 0 v -E. R S H E E T FAX NUMBER (916) 538-2140 DATE PERMIT # YJ M 7,3 ATTENTION: C, COMPANY: FAX # 6r, REGARDING: SUBJECT!- Cc 0"(*-i>kc SPECIAL INSTRUCTIONS! H SEF PLAN CHECK LIST TO FOLLOW REVIEW AND RESPOND ACCORDINGLY FOR YOUR INFORMATION ONLY COMMENT: T— SINCERELY, [' F: U (�'C..r � ' �!'= t" 1. G� � C� I P. E. PLAN CHECK ENGINEER 7 • o TEL No. Oct 10,95 9:07 No.008 P.02 M ■■�■MM REFERENCE COMP CURVE CURVE IaAz,,NUM opnM' COMMENTS; DRY[NSpY Below DRV MOISTURE °h OF DENSITY CONTENT MAX. DRY R =■■■■ APP � IbS,/Cu. it. % DENSITY N0, Matr.riiak WDO FrlRlneeri,��, ■ 1■■■ 125.6 5.2 90 r4hwet Hu.� Tering +■S .: .■ CONSULTANTS ��■lJ■�\�� 5.6 5.6 ani Chico, f.A lnsyual.inn HL9l8 GY8ne (B1G) 131.7 4.3 94 -12" I;vrgfhAtl4u RFiI•Rfi.f, _ Daily Field Report 140,5 -5.6 PROJECT NAME CLIENT OR OWNER Lot #4, Falcons Pointe Robert Hill & Associates JOB NO. 95485 GENERAL LOCATION OF WORK. OWNER OR CLIENT'S REPRESENTATIVE PAGE Falcons Pointe Drive, Chico Bob Hill I of CONT'RAr_,TOR 1 (GENERAL Robert Hill & Assoc. GRADING CONTRACTOR M&M Construction DAILY FIELD REPORT SEOUENCE NO 1 TYPE OF WORK Basement Backfill _ GRADING CONTRACTOR'S SUPERINTENDENT OR FOREMAN DATE DAY OF THE WEEK Unknown SOURCE AND DES(;HIPTION OF FILL MATERIAL WEATHER— 08-29-95 Tuesday T-1; Class 11 Aggregate Base from Stony Crk Clear_, Warm TECHNICIAN M, Haydon KEY PERSONS CONTACTED (CIVIL ENGR„ ARCHITECT, DEVELOPER, ETC.) TEST NO.I TEST LOCATION 1 W. Edge of Pier excavation _ 2 e. Edge of Pier Excavation 3 Center of Pier Excavation _LFVATIQN FIELD TESTING REFERENCE COMP CURVE CURVE IaAz,,NUM opnM' COMMENTS; DRY[NSpY Below DRV MOISTURE °h OF DENSITY CONTENT MAX. DRY rC IbS,/Cu. it. % DENSITY N0, Ib:.1n fl, rnasrURE CONTENT ie -12" 125.6 5.2 90 T-1 T-1 140.5 140.5 5.6 5.6 -12" 131.7 4.3 94 -12" 125.9 4,4 90 T-1 140,5 -5.6 DESCRIBE EQUIPMENT USED FOR HAULING, SPHCADING, WATERING, CONDITIONING AND COMPACTING All earthwork completed prior to our arrival. TOTES; (DESCRIBE WORK COMPLETED DURING THE DAY, ANY PROBLEMS AND THEIR SOLUTION) ArT.ived at the job site at 1230 hrs. At the time of our arrival the old basement had been completely backfilled and the center 4'X4'X12" pier footinP had been excavated. Threc nuclear density tests were performed in accordance with ASTM D2922 and D_ inside the excavation as shown above. The probe de th used for .17 these tests was 10". In_place densities were _compared to a laboratory compaction curve prepared in accordance with ASTM D1557, Method C. This compaction curve was performed by our personnel on a sample of Cl. 11 Aggre ate Base from the same source a week earlier. Relative compaction test results are shown above.` Departed the job at 1330 hrs. WHITE COPY TO OUR FIELD FOLDER YELLOW COPY SENT TO CLIENT O nooctFcan O��rnw6 COPY GIVEN TO: CONTINUED Lt REPORT BY: f14,9dat�i,� 0 j r. 0 TEL No. Deily Field R PROJECT NAME Lot #4 Falcons Pointe GENERAL LOCATION OF WORK (port CLIENTOR OWNER Sloan Residence OWNER OR CLIENT'S REPRESENTATIVE Robert Hill & Associates GENERAL CONTRACTOR GRADING CONTRACTOR Robert 11ill & Associates M &_M Construction TYPE OF WORK GRADING CONTR Oct 10,95 9:07 No.008 P.03 Matertale A060 EnginccrInR Cuhjc qct Road 'tenting and ChIcu, CA Insyectiun 06£120 Cranr (B)R) LYrtifira,ion 891-66215 JOB NO. 95485 PAGE 1 _ of 1 DAILY FIELD REPORT SEQUENCE NO ACTORS SUPERINTENDENT OR FOREMAN DATE DAY OF THE WEEK Basement. Backfill }Unknown 10-0 SOURCE AND DESCRIPTION Or FILL MATERIAL Class I1 A re ate Base from Stony Cree TEST NO. 4 TEST LOCATION SW quadrant of Basement ELEVATION 3-95 Tuesda WEATHER TECHNICIAN Clear, Warm _ J. Sears KEY PERSONS CONTACTED (CIVIL ENGR., ARCHITECT, DEVELOPER, ETC.) Robert Berry, Hill & Assoc. _ FIELD TESTING REFERENCE CURVE Below DRY DENSITY MOISTURE % OF CONTENT MAX, DRY COMP CURVE GIY MAXIMUM IM DRY DENSITY Op"ltIRUME COMMENTS: JC�OONTTSITNT FG Iba./oU, ft. 5L DENSITY NO, Its/ca.4. -30" 1132.1 3.2 95 T-1 140.5 5.6 DESCRIBE EQUIPMENT USED FOR HAULING, SPREADING, WATERING, CONDITIONING AND COMPACTING ANTI p All earthwork completed prior to our arrival. NOTES: (DESCRIBE WORK COMPLETED DURING THE DAY, ANY PROBLEMS AND THEIR SOLUTION) }Earlier tests (08,29-95) were taken in the basement backfill_ at a depth of 12" below the Finish Building Pad Grade (abbreviated FG above), using, a probe depth of_10,Each of these tests indicated at least 90% relative com action. Since no tests were taken at a depth greater than -12" the basement backill could not be "certified" as properly_ compacted. Additional) _the depth of fill material in the basement: was not known with certainty, In order to verify the degree of Compaction at a deeperlevel a pit wasexcavated to a de th of 30" in the SW quadrant of the basement, ad. cent to the ier _footing which supports the,moment frame. A nuclear density test taken at this level _ with 10" probe depth indicate .,95% relative compaction. It was our intention to further excavate the pit_to a depth of 48" below FG and Perform another nuclear density test at,. that level. However,_at a depth of 38" below FG,..,a 4" thick concrete slab was eticountered. This slab had „been broken through and extended only about 8" into our test pit. Th_e excavation was _continued be and the ed&E- of thc, slab and at a de th of 44" below_FG native soil was encountered. Refer to the attached sketch for clarification _ of our findings. No. tests were taken _in the native soil. beneath ,tho slab level, as it is assumed this ;soil is undisturbed. Based on the test described herein to ether with our_. earlier tests, it is our_J.1idQeme.nt the full depth of appraaAro hnec 1, 1,C:,, ` WHITE COPY TO OUR FIELD FOLDER YELLOW COPY SENT TO CLIENT O Nf �llil.eina GnAC11K•G COPY GIVEN TO: Robert bill & Assoc Butte Co. Bldg, Dept, D BY: ,.A 'T.. Ci�p,h xl.a✓. 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(9 t� t��ron;i �e� � rsgtrt9cn , 9rt� , ays�_ ��i�e3S�r tt i3 io gab -9r�� �reo!3ibbA eaw liq a 19V51 's _a 36 e1o.'iasuffloa 10 991, Oa .jakv o ob o.rege .'-2g II gp51 �. x , _ 03 � �� 'Mad 9AJ 10 Jcea�'r $uq W—, dl its '10C �o rjjey9b 5 ®� b��l������ �9P�un A gmzil-Insmomgdj aijoague d3iffiv asj titrr€Araa Vitro° n®a3AAsno9 wgjzt9-1�� ,69�s��brrg�t$eT96 sig '°C_yt'� 'Na.� � aat�96 �� re7 s�ti orr� `rt1�® �� br1 �� e�oS9d "'$off 3o rfdc�9b a abl. dc1 -SdJ �k. 9� �oreo� woS9d 118E 'to 4442- b z .�a. oe9 ro1� .g9v�a� l a4 'IrPa tra 0' ju ads9S� rso h9bpaixo�brsa rfvio-irf- 11 k0 nsS€9 bno9d 69un!-1ff0_ Q0 s 9 esc� IiO8 z�;s9�:t_®T� rl3 ��d�t 9 ; TTi. �r� b�dgxalmsh �e99 91t� no bs�l� . b�c�xtt�.eaS ratr c u �s� r �t b9r Ea�a6 b ° 1(9 fax :30 Ze TA09 q :bV MBVIII Y9� a�3C3J05i 31� f�S�® Q�G OSI U �T F ry ,)oze a 8 MK 119dOA Oct 10,95 9:07 No.008 P.04 x ry � a- {'� '��•=�c".�.�. _._'i1„s--_ E -: _ .._.-_'-vei.� ..... SIF'_ �YY .Tw.�7'��%:.... � i � ly' TEL No . .� CP VI f v Oct 10,95 9:07 No.008 P.04 x ry � a- {'� '��•=�c".�.�. _._'i1„s--_ E -: _ .._.-_'-vei.� ..... SIF'_ �YY .Tw.�7'��%:.... � i � ly' r R 1. 9 e00. oil i0: re ;Fe' 01 f;0 oft j3T a �I ,s • wt 1f_ ,t_—_496 MEMORIAL WAY 7 COUNTY CENTER DRIVE 747 ELLIOTT ROAD .". CHICO, CALIFORNIA OROVILLE, CALIFORNIA PARADISE, CALIFORNIA 891-2727 538-7281 872-6308 BUTTE COUNTY DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH SEPTIC TANK INSPECTION CERTIFICATE The Septic Tank System was Installed at*I "I T_ I(�1V1� FOR G SEPTIC TANK LEACHING FIELD C��trU'n�`J Lengt ft. Size I',1cQ Gallons Width in. l' Material�`ycAl fNo. of Lines Rock Under Tile_ ile in. The above dimensions meet the minimum requirements of Butte County Code, Article 19. Additional leaching area will -be required if experience shows it to be necessary. Remarks: —, � f"I 2' �`-t�, Date ` , S2 -778R FAI Sanitarian 09/21/95 14:23 Z 915 891 0394 HILL & ASSOC. P.01 Sep.21 '95 11:09 K014ICA FAY, 720 P. 1 EDrAaWL&W _ ..... tcnao Eruttnarn txWt R(Xtd F TMInt antiOldea CA_..._..._..._Ipartlon 0502? L%Itr� Unna (AIC) (StlfitItivu 1=26 Daily Field Report PROJECT NAME CLIENT OR OWNER iUA N0. Lot #4, Falcons Pointe Robert Hill &.Associates � 95485 GENERAL LOCATION OF WORK OWNER OR CLIENT'$ REPRESENTATIVE I AGE Falcons Pointa Arive, Chic Bob Hill �1` 1 of GENERAL CONTRACTOR Robert Hill & Assoc:_ GRADING CONTRACTOR I [tAILY FIELD REPORT ZQUENCE NO, M&M Construction 1 TYPE OF WORK _ GRADING CONTRACTOR'S SUPERINTENDENT OR FOREMAN UAIE DAY OF THE WEEK Basement Backfill SOURCE AND Unknown ' - ' `- ' Ufs-29-45 Tuesday DESCRIPTION OF FILL MATERIAL- WEATHER T-1; Class II. Aggregate 13ase. from Stoney Cr c. Clear , Warm 1 ECHNICIAN M. Haydon _ KEY PERSONS CONTACTfiD (CIVIL ENGR., ARCHITECT, DEVELOPER ETC.) ELEVATION FIELD TESTING REFERENCE CURVE TEST NO. TEST LOCATION DRY MOISTURE % OF Be 1OW DENSITY CONTENT MAX. DRY COMP MAXIMUM OPTIMUM CURVE DRrM&ifr MoleftAle COMMaNTS: FG Ibidou. ft. % DENSITY NO, fbidau. N CONTENT 4 W. Edge of P er 25. 5.2 T- 2 E. E4$e_of Pier _ =12" 1 4.3 9 T 1 y• ' 3 Center of Pier` -12" I25. 9 a g0 T-1 DESCRIBE EQUIPMENT USED FOR HAULING, SPREADING, WATERING, CONDITIONING AND COMPACTING J ��" All earthwork completed prior to our arrival. NOTES: (DESCRIBE WORK COMPLEtED DURING THE DAY, ANY PROEMS AND THEIR SOLUTION) $L Arrived at thejob site. at 1230 hrs. At"elie time of oils arr.ivn7, t'ho old basement been completely backfilled -and the center 41X4'X12" pier footi,ny had been excavated. Performed three nuclear density tests to a_probee'de th of j()" 1:t the above shown - _r._......... ___L. - Ili . locations_. In-place densities were compared to a laboratory compaction.curve pc+x-for bour ~� �----= .. ......,._ y personnel on a sample of aggr ate base. from the same pit A week earlier. ._....-- Relative compaction test results are stlown abb_Departed tlav ,job at 1330 hrs. TEL No. Sep 2 5,95 16:32 No.024 P.01 • B U T T 9 C 0 U X T Y. L D I X G b I v I S I 0 IR 7 COUNTY CENTER DRIVE, OROVILLE ,CA 95965 (916) 538-7541 F A X C 0 V E . R. S H E E T PAX, NUMBER- (916) 5.38-2140 DATE: PERMIT ATTENTION: COMPANY: I FAX # •] 5. REGARDING; SUBJECT: C. SPECIAL INSTRUCTIONS; SEE PLAN CHECK LIST TO FOLLOW REVIEW AND RESPOND ACCORDINGLY FOR YOUR INFORMATION ONLY iia COMMENT: - - -- L -- Q L) I c �-) r S IL" t ERELY, YL) L) FLAN CHECK ENGINEER COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE- OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER A. P. o. —� Proposed Building Use Building Inspector Date lt! 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, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. . Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... ngineered truss details and layout in duplicate (required prior to plan check). ... . 9. "Mobilehome data and manuf turer' installation instructions, 2 sets. ........... 10. Fees of$ J zS•?d �cof =./S ��?�....................... 1 Impact fees as shown on attached schedule. .... Q.. . California Department of Forestry plan approval/f.ees. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval • Health Department . ............ . City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. . . Preanspection request - 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/expired permits . ...................................... Plan heck list . ..................................................... *34, Whnn,y6u issue the_permit, process as follows: Mail to -owner. Mail to contractor. Telephone — and hold for pickup at Zr office. Deliver with inspector. Other Parcel Creation' /.� Acreage Applicant F--f�-�f Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans stent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _phone _mail Counter by _Date Contractor, des gner, owner, was advised of above required data by _ phone —mail oundr by _ Date Plans checked by Date Plans approved by Date44* Sets cf plans on hold in File cabinet AP folder Copy - Department of Public Works TO: Building Department C FROM: Environmental Health C cv SUBJECT: Sanitation Clearance d,ir " H. SBO Y Piot Phm Attached Fk" Phm Attached Seat to B.D. Owner Location Plan Approved for: Sewage Disposal Water Supply: Public Clearance for bedroom mebi4e home. Other Hold final for: Final clearance O.K. for: NOTE: A Environmental S1 "st Qi4� 7/0 AP# � Private Well Date '�'^Y^•"-.`1+".- r�►(T;i'�'•:•�^b�lv�^r ^Tt �"w"�—"r'^T. ,,.,r.,- r» ...v ,.�yP;- r"'1°' * F' ' I tyv- . BUTTE COUNTY PARRS DE'VEMPMSNT FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT AssessDr Parce Property Owner,:Z- - Project Location/Address ���AIZA71 r= Subdivision Lot Number(s) Residential Development: (check one) New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units Comment: Building Department Wesentative Dat Caico Area Recreation and Park District(CARD) certifies that Ap?licant Name) (PH-one—Number), (Sti eet Address (City) (State) (Zip Code) has cDmplied with the requirements of Butte Co. Resolution No. 90-140 by paymen- for dwelling units @ $1,'189 for total payment of $,. CARVepresem wive ,r PAID BY CHECK NO. REMARKS: BANK No) . PAID BV CASH RECEIPT NO. Distribution: .White --Applicant. Pink --CARD park.fee (form revised 11/90) 8 Date Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. 08/24/95 3:56PM 0019#2143 CHECK $1189,00 BUTTE CdUNTY�SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District 45V _ Building Department No. A.P. Number 1/—'7 1 "'O' Jurisdiction: �_ �''City ; County, Property Owner Property Location/Address Subdiviscin ;-Ac-C(y&S/ - Lot No. —z Residential Development No. f Living MHI Addition Units O -A, . Commercial/Industrial New 0 Addition (Floor Plans reviewed by School District Personnel) d <� Sq. Footage 3Z (Group R /17 O Sq. Footage (Including Exterior Ro fed Areas) Z Dat District Identification No. �. 4 _ 1 C School District certifies that (Applicant) 091 (Street Ac dress) (Phone Number)` Y (City) (Zip Code) r has complied with the requirements of Resolution No. by payment of $ o? b representng ��� square feet. AB 2926 $ FULL MITIGATION $ School District Representative " Date Paid by Check # Remarks: 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 •eviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its imaact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.wkt (11/94)dmm o COUNTY OF BUTTE — DEPARTMENT OF DEVEI.OPlD= SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 — TELEPHONE (916)'538-7541 OWNER _���T'✓/ A. P. PROPOSED BUILDING USE DATEIZ�I/� 3. SCHOOL DISTRICT FM � G' - (paid at District Office) ......................... SHERIFF,FEES (paid at Building Department) Residential...... / x $ unit amt. Commercial (sqf t) x _$ sq.ft. amt. URBAN AREA FEES (paid at Building Department) Residential (per unit) x =$ units aunt. REC. # DATE REC Bl elm 0A. Commercial (per sq.ft) x �$ sq.ft. amt. /4. RECREATION DISTRICT FEES (paid at District Office) ......................... DRAINAGE DISTRICT FEES (Contact Land Development Division) ......... .... . 6. SRA FIRE INSPECTION AND PLAN CHECI =S89.00 ... 50 (paid at Building Department) 7. 0THER At time of permit application, I was advised the above fees are required to be paid, prior to issuance of the permit. APPLICANT DATE I ronmental Health I U L 2.6.:1.'995 nico, Calitomia �QN 1:13 AG„ VII .\��1 � I 3222. I AppROVED gutta County 1 al Heal EnviconmeM -, \ to c,ture A4 g SPREAD FOOTING DESIGN v Charles Roberts, P.E. Chico, California Date: 6-6-1995 Project: Sloan Residence Footing Location: Line 5 Joint 4 Comment . MATERIAL PROPERTIES Ultimate concrete compressive strength, f"c is 2.00 ksi Steel yield strength, Fy is 40.00 ksi Concrete,is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (33o short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL 1.4(DL + LL + EQ) .75(1.4DL + 1.7LL + 1.7W) .9DL - 1.3W .75(1.4DL + 1.7LL + 1.87EQ) .9DL - 1.4EQ UNFACTORED INPUT LOADS. P (kips) DL 12.20 LL 7.16 EQ 2.81 WIND 1.48 FOOTING PERAMETERS M -(ft-kips) 0.00 0.00 0.00 0.00 Dimensions are 4.00 Ft. Sq. Total depth is 16.00 Inches Depth "d" is .12.00 Inches Col size is 6.00 x 6.00 In. REQUIRED REINFORCEMENT bottom long. 0.44 Sq.In. bottom trans. 0.48 Sq.In. STRESSES AND SOIL BEARING Max. punching shear stress is 34.05 psi Max. beams shear stress is 10.10 psi Gravity only soil bearing is 1.28 ksf Gravity+lat.' soil bearing is 1.45 ksf LAND DEVELOPMENT - BUILDING PERMIT CLEARANCE Building Permit No. 9 s" 1-7 3 9 OWNERS NAME: PRINT LAST NAME FIRST A.P. I NUMBER: ll O 4 b COUNTY ZONING DESIGNATION: I" V D FLOOD ZONE: X FLOOD MAP: APPROVED: DATE OF CREATION CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION COMMENTS/CONDITIONS: LEGAL ACCESS REQUIRED: YES NO YES NO /.73 4c PARCEL CREATION BY MAP FPeL1 CoN S Po INTI` # DATE OF RECORDING Z 10 ?J LOT BOOK 126a PAGE 89) COMPLIANCE WITHOLD SUB IV SIGN 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 BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. X1. Maintain a 50 ft. building setback from centerline of road. r—y'rLCpIJS 2. Maintain a building setback from right-of-way/centerline of 3. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 4. 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. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 6. Maintain a 100 ft. leachfield setback from all existing wells. 7. Maintain a ft..leachfield setback from 8. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. 9. 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. 10. 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. 11. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. 12. V LG t,- r nC; AJ I�OVA-L- gL-l�'L 906 Q I f*LV R -OV A-1, V7*0k' FIS W G A-ktf X t3. V000 31bVICS k I N35CY -13 SH -ht -t- tPA 1VWPYi0vz1P . to AAtZT 'FMLS S L o N rL-E-esk� I( AA ZIP, is a C N /`h ►rte Ar -r %'c) S CHECK APPROPRIATE REgUIREMENTS YES OR NO OR CONDITION NUMBER. 1.0 12l94-C:\WP51\F0RMS.K1BLDGPERM,CLR 1�a T B6 h t .Sc W,��\o ► N -r-D A -N Y h r2 -A t NA -<v 6 170 IS I v c�k-t Lc cra.ZFtEK u N LSI S W Pl-- ► s -t- p-. � f % re- ho � v T A -t j 7-s 3�VI ut3ia AO,uNno 5661 9 z 1 n r C13AI333H 1 G r- 4 B U T T E C O U N T Y B U I L D I N G D I V I S I O N 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 (916) 538-7541 F A X C O V E R S H E E T FAX NUMBER (916) 538-2140 DATE: iii -lb -�S ATTENTION: JZZ17 �l LIi�Z PERMIT # 75 /73J COMPANY : �j_-�j- FAX # REGARDING: SUBJECT:CJS �I L SPECIAL INSTRUCTIONS: H SEE PLAN CHECK LIST TO FOLLOW H REVIEW AND RESPOND ACCORDINGLY F FOR YOUR INFORMATION ONLY COMMENT • GQ i 2(9 Cf� SINCERELY, L.• �,y�Ce�� '-• t.c.p�C� P. E. PLAN CHECK ENGINEER NEEM■^■M■MM OMENS ■E■■■ PENES ■E■l ANNE ■MEM► I■M■N ■■P A /■E W' .. .M 1 01 ■./LJ■L/\-E Daily Field Report Materials 5050 Engineering Cohasset Road Testing and Chico, CA Inspection 95926 Crane (916) Certification 891-6625 PROJECT NAME CLIENT OR OWNER JOB NO. Lot #4, Falcons Pointe Robert Hill & Associates 95485 GENERAL LOCATION OF WORK OWNER OR CLIENT'S REPRESENTATIVE PAGE Falcons Pointe Drive, Chico Bob Hill 1 Of 1 GENERAL CONTRACTOR GRADING CONTRACTOR DAILY FIELD REPORT SEQUENCE NO. Robert Hill & Assoc. M&M Construction 1 TYPE OF WORK GRADING CONTRACTOR'S SUPERINTENDENT OR FOREMAN DATE DAY OF THE WEEK Basement Backfill Unknown 08-29-95 Tuesday SOURCE AND DESCRIPTION OF FILL MATERIAL WEATHER TECHNICIAN T-1; Class II Aggregate Base from Stony Crk Clear, Warm M. Haydon Three nuclear density tests were performed in accordance with ASTM KEY PERSONS CONTACTED (CIVIL ENGR., ARCHITECT, DEVELOPER, ETC.) ELEVATION FIELD TESTING REFERENCE CURVE TEST NO. TEST LOCATION Below DRY MOISTURE % OF COMP MAXIMUM OPTIMUM COMMENTS: DENSITY CONTENT MAX. DRY CURVE DRY DENSITY MOISTURE FG Ibs./cu. ft. % DENSITY NO. lbs./ou.It CONTENT % 1 W. Edge of Pier Excavation -12" 125.6 5.2 90 T-1 140.51 5.6 2 E. Edge of Pier Excavation -12" 131.7 4.3 94 T-1 140.5 5.6 3 Center of Pier Excavation -12" 125.9 4.4 90 T-1 140.5 5.6 DESCRIBE EQUIPMENT USED FOR HAULING, SPREADING, WATERING, CONDITIONING AND COMPACTING All earthwork completed prior to our arrival. NOTES: (DESCRIBE WORK COMPLETED DURING THE DAY, ANY PROBLEMS AND THEIR SOLUTION) Arrived at the job site at 1230 hrs. At the time of our arrival, the old basement had been completely backfilled and the center 41X41X12" pier footing had been excavated. Three nuclear density tests were performed in accordance with ASTM D2922 and D3017 inside the excavation as shown above. The probe depth used for these tests was 10". In-place densities were compared to a laboratory compaction curve prepared in accordance with ASTM D1557, Method C. This compaction curve was performed by our personnel on a sample of Cl. II Aggregate Base from the same source a week earlier. Relative compaction test results are shown above. Departed the job at 1330 hrs. 4 M SEARSr+ CONTINUED ❑ WHITE COPY TO OUR FIELD FOLDER YELLOW COPY SENT TO CLIENT ❑ COPY GIVEN TO: REPORT BY: HEIDELBERG GRAPHICS Daily Field Report Materials 5050 Engineering Cohasset Road Testing and Chico, CA Inspection 95926 Crane (916) Certification 891-6625 PROJECT NAME CLIENT OR OWNER JOB NO. Lot #4 Falcons Pointe Sloan Residence 95485 GENERAL LOCATION OF WORK OWNER OR CLIENT'S REPRESENTATIVE PAGE Falcons Pointe Drive Chico Robert Hill & Associates 1 of 1 GENERAL CONTRACTOR GRADING CONTRACTOR DAILY FIELD REPORT SEQUENCE NO. Robert Hill & Associates M & M Construction 2 TYPE OF WORK GRADING CONTRACTOR'S SUPERINTENDENT OR FOREMAN DATE DAY OF THE WEEK Basement Backfill Unknown 10-03-95 Tuesday SOURCE AND DESCRIPTION OF FILL MATERIAL WEATHER TECHNICIAN Class II Aggregate Base from Stony Creek Clear, Warm J. Sears is assumed this soil is undisturbed. Based on the test described herein to ether with KEY PERSONS CONTACTED (CIVIL ENGR., ARCHITECT, DEVELOPER, ETC.) supports the pier footing, is com acted to not less than 0% relative c bWtHln. Robert Berry, Hill & Assoc. ELEVATION FIELD TESTING REFERENCE CURVE TEST NO. TEST LOCATION DRY MOISTURE % OF COMP MAXIMUM OPTIMUM COMMENTS: Below DENSITY CONTENT MAX. DRY CURVE DRYDENSIIY MOISTURE FG lbs./cu. ft. % DENSITY NO. Ibs./a. ft. CONTENT % 4 SW Quadrant of Basement -30" 132.1 3.2 95 T-1 140.51 5.6 o� Q oc Cl l t K OF ti DESCRIBE EQUIPMENT USED FOR HAULING, SPREADING, WATERING, CONDITIONING AND COMPACTING All earthwork completed prior to our arrival. NOTES: (DESCRIBE WORK COMPLETED DURING THE DAY, ANY PROBLEMS AND THEIR SOLUTION) Earlier tests (08-29-95) were taken in the basement backfill at a depth of 12" below the Finish Building Pad Grade (abbreviated FG above) using a probe depth of 10". Each of these tests indicated at least 90% relative compaction. Since no tests were taken at a depth Rreater than -12" the basement backill could not be "certified" as properly compacted. Additionally, the depth of fill material in the basement was not known with certainty. In order to verify the degree of compaction at a deeper level a pit was excavated to a depth of 30" in the SW quadrant of the basement adjacent to the pier footing which supports the moment frame. A nuclear density test taken at this level with 10" probe depth indicated 95% relative compaction. It was our intention to further excavate the pit to a depth of 48" below FG and perform another nuclear density test at that level. However, at a depth of 38" below FG a 4" thick concrete slab was encountered. This slab had been broken through and extended onlv about 8" into our test it. The excavation was continued beyond the edge of the slab and at a depth of 44" below FG native soil was encountered. Refer to the attached sketch for clarification of our findings. No tests were taken in the native soil beneath the slab level as it is assumed this soil is undisturbed. Based on the test described herein to ether with our earlier tests it is our 'ud ement the full depth of aggreizate base backfill which supports the pier footing, is com acted to not less than 0% relative c bWtHln. WHITE COPY TO OUR FIELD FOLDER YELLOW COPY SENT TO CLIENT ❑ COPY GIVEN TO: Robert Hill & Assoc Butte Co. Bldg. Dept. R tPORT BY: HEIDELBERG GR ICS /�99�e9a�-e Luse _- N NJC.�GLr IR — 3o Tes i Gag e Floor S1zb -3R.E' w (AA,, C r-av e.l > 1 Pier- �oot I GraA (FG`. r U1 Minimum Requirements: 1. Provide: Site location (site map preferred) /Specific",'test locations Owner's name and address Tester's name and business address - Supervising engineer's name and business address if different form the tester Date tests were performed st methods used in field density determinations (such as ASTM D-1556 or ASTM D- 922 and D-3017) and in laboratory maximum density determinations (such as ASTM D- 1557 or ASTM D-698). v Description of each soil tested �, 2. Each test result shall include relative compaction, observed moisture content, maximum dry density, optimum moisture and the depth at which the testwas taken. \X Tests shall be performed under the supervision of a Civil Engineer or a Geotechnical Engineer licensed in the State of California and competent in the geotechnical field. 4. The responsible engineer shall certify, in writing, to whether the tested subgradelfill is adequate in placement, material type and condition to structurally support the proposed structure. If a soils o`(L investigation had been completed for the project, then the compaction report shall address whether .the requirements' of the soils investigation have been met. Acceptance of the adequacy of the compaction repot is subject to the Building Official's approval. �5. Test results shall' be stamped and wet signed by the responsible engineer. The engineer's name, license number and the license expiration date shall be clearly, shown on reports. OR I ---- Daily Field Report PROJECT NAME CLIE�JT OR OWNER - Lot 164 Falcons Pointe Sloan Residence _ GENERAL LOCATION OF WORK OWNER OR CLIENI'S REPRESENTATIVE Falcons Pointe Drive Chic Robert Hill & Associa_te_s_ GENERAL CONTRACTOR GRADING CONTRACTOR Robert Hill & Associates M & M Construction TYPE OF WORM, GPPDiNG - -- Materials Engineering 5050 Cohasset Road Testing and Chico, CA Inspection 95926 Gane (916) Certification 891-6626 � X04 WO. 95485 F'AGE ii l of 1 UAIIY FIELD REPORT SEQUENCE NO. 2 CONTRACTORS SUPERINTENDENT OR FOREMAN: I ()A1 E. DAY OF THE WEEK Basement. Backfill Unknown _ j l0_• 03-95 Tuesday SOURCE AND DESCRIPTION OF FILL MATERIAL WEATHER TECHNICIAN Class II Aggregate Base from Stonv Creek Clear Warm ( 1 S TEST NO.I TEST LOCATION 41 SW Quadrant of Basement i _ ears KEY PERSON: CONTACTED (CIVII Et1GR., ARCHITECT, DEVELOPER, ETC.) Robert Berry H;l) & Assoc. -TELEVATION FIELD TESTING REFERENCE CURVE - DRY MOISTURE % COMP MAUAWA OPTIMUM COMMENTS: Below DENSITY CONTENT MAX., DRY CURVE DRYi'f_NSITY MOISTURE FG Ibs./cu. ft. 'k DENSITY t;0. IDS ./al.ft. CONTENT -30" _ 132. 1 3. 2 95 7'-1 140.5 5.6 DESCRIBE EOUIPMErJT USED FOR HAULING, SPREADING, WATERING, CONDITIONING AND COMEACT1NG All,earthwork completed }'prior to our arrival, NOTES: (DESCRIBE 1VORK COMPLETED DURING THE DAY, ANOBL Y PREMS AND THEIR SOLU1 iOIJ) Earlier tests (08-29-95) were taken_ in the basement 1ackfill JIt cI depth of 12" below the Finish Building Pad Grade (abbreviated FG above), us:in� a ollc d(..!pth of 10", Each of these tests indicated at least 90% relative compaction, Si.ric:e I(, tests were taken at a depth greater than -12", the basement backi.11 could not be "certified" as properly compacted. Additionally, the depth_of fill material in the t)l;<:ement was not known with Certainty. In order to verify the.. degree of compaction _at._a deecic i, level, a pit was excavated to a depth of 30" in the SW quadrant of the basement, adjacent to the pier _footing which su orts _the moment frame. A nuclear densit-J.( •5i. taken at this level with 10" probe depth indicated 95% relative compaction, 7 t o��Is 011r _intention to further excavate the pit to a depth of 48" below FG and erf"rtr a tl �_._,_. _no_ i< . nuclear dens�.ty test atm'` ,+ of below FG a 4" thick concrete slab was that level. However, at a depth encountered. This slab had been broken through and extended only about 8" into our test Pit. The excavation was continued beyond the edge o the sial, �,lict at a depth of 44" below FG_, native soil was encountered. Refer to the attached sket_eh for clarification of our findings. No tests were taken in the native soil bene�ith the slab level as it is assumed this soil is undisturbed, Based on the Lest described herein, toether with our earlier tests, it is iudgeme_nt,.the full-de�t_1� ofgrFg3t_.c•_base baclrfill-, which WHITE COPY TO OUR FIELD FOLDER YELLOW COPY SENT TO CLIENT O 4RAL11113 GIAMICS gf��ti F COPY GIVEN TO: Robert Hill. &Assoc: Butte Co. Bldg. Dept. BY: 10/04/95 15:47 S 916 891.0394 HILL ASSOC Robert T lHiff __ ASSOCIATES P.01 �UJvoULIANIS 1 199 E. Shosto Ave. DESIGZA-IF19s CONTRACTOR:Chico, Cali f 95926 • (9101 891.4280 CRAFTSMEN FAX (916) 891.0394 Fax # 916/891-0394 FACSIMILE COVER D AT TO., 14P1�061p�l Lk'j'�06161 FA.X#: 2-1 # OF PAOES: (Including thi" page) FRONI: fr/�rl- c To -------- i- W- l Q;l o f k, �k x.; J f HIM, MIVp7 31[ftl2')A� ( ,J;4r.q .:{tl: l4riLtA xil) flr)`�'j. -4-4 .1 ; 'I � `•r' jiL� �:� lr/:���/:�� \�<'�•�i l '• �y <r` ,�,`J1C1 �3 .�-•�If A)o ,': . s•f �0•tQ3 'Ate 'AX; € � � �ys' �, `. K��.`... i.r � Mme, � ,r''' V .-"•_. j': y �. rel �l ] �. � 1 � • /3 i- W- l Q;l o f k, �k x.; J f HIM, MIVp7 31[ftl2')A� ( ,J;4r.q .:{tl: l4riLtA xil) flr)`�'j. -4-4 .1 ; 'I � `•r' jiL� �:� lr/:���/:�� \�<'�•�i l '• �y <r` ,�,`J1C1 �3 .�-•�If 10/`4/95 15 :,5 0 916 691 0394 H I LL & P. S S Ci C P.©2 MEMO TO FILE Owner: Jeff Sloan A.P. No. 011-710-004 Permit # 95-1739. From: George R.: Kellogg, Plan Check Engineer Date: 9/28/95 Subject: Compaction Under Moment Frame Footing The project engineer, Charlie Roberts, said he was not present during the backfilling/compaction operations of the former basement area in which the moment frame footing has been placed. It was therefore concluded that he could not certify the fill material. Bob Hill, the project general contractor, was informed that certification would not be forth coming from the project engineer and the work should be stopped while the issue of the footing is resolved. He was informed of two alternative ways to resolve the issue. Have testing performed to the depth of the fill so that certification could be obtained from engineer or correct the footing (or show adequacy by engineering argument) so that worst case of backfill compaction would support the footing. I� 14) it9 - 3� � ►z Ccs,-��l�cZ S�� ovT c�- �� � ���j V F.:h a 61-�C.e -w� -O�.l i ✓L� �J . For Urgent ❑ Date o2 Time $. � M Of p Phone AREA CODE NUMBER EXTENSION Telephone) Please Call Came To See Yo -i Will Call Again Wants To See You ❑ , Returned Your Cal14,007 Message ' Signed 9711 r" ADAMS BUSINESS FORMS For nt ❑ Date � S;' � � Time -We You Were out I& Of Phone 6-1 AREACODE NUMBER Telephoned ❑ Came To See You d Returned Your Cal e Signed EXTENSION Please Call ❑ Will Call Again ❑ Wants To See You ❑ 9711 c ADAMS BUSINESS FORMS P, 71 C) k-4 fT' c4 - co -I C7 co CD CD cn z } v) S D >i .=Cs`nrnzv-�to's J < ¢! cri "T a L7 C.1 07 CO IV , • 4 vi • ! t Lb s� .4N Z t i t y < is t": J r r B U T T E C O U N T Y --173 B U I L D I N G 7 COUNTY CENTER DRIVE, OROVILLE, CA.95965 D I V I S I O N (916) 538-7541 F A X C® WE R S H E E• T FAX NUMBER (916) 538-2140 95 PERMIT DATE:�2� ATTENTION:G� C l Lh COMPANY: 1���. �� LL . FAX # REGARDING: v e-��1�0 lC7 1� LU 1 �" �/ C LLCy—j SUBJECT:. '73he a 1. L L�Vu d�PerG (f Gum SPECIAL INSTRUCTIONS: [] SEE PLAN CHECK LIST TO FOLLOW REVIEW AND RESPOND ACCORDINGLY (] FOR YOUR INFORMATION ONLY COMMENT:pT--- h[— `� rC�J F� c i%D G ►.' /�- � � r� �� (� u � d7 T� �2%�i�C�� v � vU rL -o i �c (f'o F'o 61 i► -�%=i= � , c'-:) G i-F'i T� r u (LYS 1 i; -(Z 1i �� i ccs i-, v �T L- �� 1 t� i _ L. You SACEZY,�7 I -2G 4S PLAN CHECK ENGINEER 14 1 LL- Lr-, j Fi, M I. Minimum Requirements: 1. Provide: Site location (site map preferred) Specific test locations Owner & name and address S. Tester's' name and business address - Supervising engineer's name and business address if different form the tester Date tests were performed t Test methods used in field density determinations (such as ASTM D-1556 or ASTM D- 2922 and D-3017) and in laboratory maximum density determinations (such as ASTM D- 1557 or,,ASTM 0-698). 1 Description of each soil tested 2. Each test result shall include relative compaction, observed moisture content, maximum dry density, optimum moisture and the depth at which the test was taken. 3. Tests shall be performed under the supervision of a Civil Engineer.or a Geotechnical Engineer licensed in the State of California and competent in the geotechnical field. 4. The responsible engineer shall certify, in writing, to whether the tested subgradelfill is adequate in placement, material type and condition to structurally support the proposed structure. If a soils investigation had been completed for the ,project, then the compaction report shall address whether the requirements of the soils investigation have been met. Acceptance of the adequacy of the compaction report is subject to the Building Official's approval. 5. Test results shall,be stamped and wet signed by the responsible engineer. The engineer's name, license number and the license expiration date shall be clearly shown on reports. 9195 GRK 's f i fFF` PO$t kF.N7671 J afr 40 es,pag TO ..,5 aF. V SEP -25--95 PION �� 1 4 :25 E1lil H I?.—Chi P.01 4>� ph"a 4 Phone # Fax it I Jr F- .>i ca 1. ki3�2if75 ias23 i, 9fi e9 1 0.34a Sip, �1 `a5 li;b9 KONICA R;X nO,+, �� a 's f i fFF` PO$t kF.N7671 J a•3te 40 es,pag TO ..,5 aF. From 4>� ph"a 4 Phone # Fax it I Jr F- .>i ca Vail Fleld�Ro /�yt�F �,, ' -,''£�. }� ' ^V�i„i t V , •r •'J'>, r . �' F.r'�it ��4•jt a' sy tom, pROs�QY fJJ11 Ct:tBNF A 1Y Lot V4, Faje,*fta points �� ,dobe t Iil+ 't� c a t'lly r 1 flENFA1tL' r 1'ir ��rA6�aDC1`t3,tB9,`"f454$'�",� .j toCAllpty OK WCaRK (-,a} � Q4N%isR 4R CLIEIJT i� PdicORB ' PointO Drive Chic IFtCi[ tt1� 1 Bob IIi11 �• r !, QrNEAAL CONTOACTDR . �,.� -- ..�— ' h.�:�. ,e ' } ' 1 00' ` GRAMO CONT�AC-4 R, j RUhar.t Hi1:1 .& Abpoc,' r' x " q ', r� t DAILYFIEI7. MPOW.SCOUENCEN�j, r MSM Const.ruct�an Q, TYPE v n YJORK i<iR4QfNQGpNTp,1t;(VR'SSVPF-RIN7ENDc"NT'ORfOHEMAJl' 8na$men t.., Bac'kt j 4 i unknown bAY oP TtiL WEEK SOt1RCEAND 098CFUPTIONQPP'lIIMATERIALa--" Ufa-2g�95 Tuesda �VEkTHgR T-1; Claan ZIr A rege�ka;,,�a�a Ecom Stone ioNN>CiaN ...�r.�� y Cr cigar berm_ } M. _Hadon KEY IWWN$ CQNTXOMD (CIVIL, SENOR, ARCHITECT, DEYQIt]PER ET(;.) ` ELMON Pla T89Tdy;i " RSR«pirNCk cumTr ST N0. TEST LCiC»r,7n3N , Jae to DRY CgSTUR % OF CpMp OV 51y CONT«NT MAX, DAY 'CURVE AA�'p 51y CPU" CQMMtNT& DENSITY N41, WW Ki3e o Per.. ;; CONMOk 3 C@rarer o 12 �"Zj 3 _ $ 0 7 r T=� , , - ter-. • _ •-•� — . � I " •.—._ Jar_. M•r._ n.. K•• ]El RESGRIsa ~WIPMEyT tf6E0 IQR HAU:JNQ, 3PpEAb1.140, WATEFw3, CGrJLA71PNI!7p ANG C ' All earthwork CQMPZated} �Ptiat to Ott ' oe�acT1��: arrival. F.5: (DESM13F WORK CQ TED OURIN3 THE ANY PAQD,«MS AND THEIR �GLUTIpN) Arrived at the 3 o s to at 230 h,xs, .At,�t'�ie - —tiime pf ot�r„e�rri�,E,7,, thQ old basement tied`_ boen coin lete ba and t ie ' -center, 'XG'X12''"_,pie;r footai►�; i1a n ,exrsvntad. Per ormed three rr�iclear' prat"`-` ,����__----�� ke, is to a nrabe be Lh nf_ �0 t,I _ the above "shown . laaation�. in - aced nsxties sere _, •• �— ”. +� b our coin a=ria to' s laboratory c ism action W peryanne _on a aam le of d re ate b �..��.,curveerfncnled •Relative coin act -,... ese fram th<:»saint ` f,3 i A' week -earlier:. fon,•ast results are4s}gown ab De &rt sr. -- cd the: ob 1330 hrs. MEMO TO FILE Owner: Jeff Sloan A.P. No. 011-710-004 Permit # 95-1739 From: George R. Kellogg, Plan Check Engineer Date: 9/28/95 Subject: Compaction Under Moment Frame Footing The project engineer, Charlie Roberts, said he was not present during the. backfilling/compaction operations of the former basement area in which the moment frame footing has been placed. It was therefore concluded that he could not certify the fill material. . Bob Hill, the project general contractor, was informed that certification would not be forth coming from the project engineer and the work should be stopped while the issue of the footing is resolved. He was informed of two alternative ways to resolve the issue. Have testing performed to the depth of the fill so that certification could be obtained. from engineer or correct the footing (or show adequacy by engineering argument) so that worst case of backfill compaction would support the footing. '■■■■I■■■■ CLIENT OR OWNER APPLIED Lot #4, Falcons Pointe Robert Hill & Associates ::"Y":: TESTING PAGE E" = "= CONSULTANTS 1 ' of 1 lk �AAMLI\—■ GRADING CONTRACTOR DAILY FIELD REPORT SEQUENCE NO. Robert Hill & Assoc. Daily Field Resort cls rn3(�' -?/a- ©o y Materials 6060 Engineering Cohasset Road Testing and Chico, CA Inspection 96926 Crane (916) Certification 891-6626 PROJECT NAME CLIENT OR OWNER JOB NO. Lot #4, Falcons Pointe Robert Hill & Associates 95485 GENERAL LOCATION OF WORK OWNER OR CLIENT'S REPRESENTATIVE PAGE Falcons Pointe' Drive, Chic Bob 'Hill 1 ' of 1 GENERAL CONTRACTOR GRADING CONTRACTOR DAILY FIELD REPORT SEQUENCE NO. Robert Hill & Assoc. M&M Construction. 1 TYPE OF WORK GRADING CONTRACTOR'S SUPERINTENDENT OR FOREMAN DATE DAY OF THE WEEK Basement Bagkfi.11,. Unknown... 08.-29-,95.. Tuesday SOURCE AND DESCRIPTION OF FILL MATERIAL. WEATHER TECHNICIAN T-1; Class II Aggregate Base from Stoney Cr k. Clear, Warm M. Haydon F'I . ' • • ' ."KEY *PERSONS CONTACTED (CIVIL ENGR.; ARCHITECT, DEVELOPER, ETC.) TEST NO. TEST LOCATION ELEVATION FIELD TESTING Be l0 DRY MOISTURE MA% OF DENSITY CONTENT X. DRY FG Ibs./cu. ft. % DENSITY REFERENCE CURVE COMP MAXIMUM OPTIMUM COMMENTS: CURVE DRY DENSITY MOISTURE NO. ba/a. ft CONTENT % W. E ge of Pier -12" 125.6 5.2 90 T-1 1 0.5 5. 2 E. Edge of Pier -12" 1 131.7 4.3 94 T-1 140.5 5.6 3 Center of Pier -12" 125.9 4.4 90 •T-1 140.51 5.6 DESCRIBE EQUIPMENT USED FOR HAULING, SPREADING, WATERING, CONDITIONING AND COMPACTING All earthwork completed prior to our arrival.. NOTES: (DESCRIBE WORK COMPLETED DURING THE DAY, ANY PROBLEMS AND THEIR SOLUTION)' Arrived at the job site at 1230 hrs. At'the time of our arrival, the old basement had been completely.,backfilled;and the c.en•ter.4fX4'X12"•pi.er.footing had been excavated. Performed three nuclear density tests to a probe depth of 10" at the above shown locations. In-place densities were compared to a laboratory compaction curve performed by our personnel on a sample of aggregate base from the same pit a week earlier. Relative compaction test results are shown above. Departed the job at 1330 hrs. CONTINUED O WHITE COPY TO OUR FIELD FOLDER YELLOW COPY SENT TO CLIENT. O COPY GIVEN TO: REPORT BY: REIDEWERG GRAPHICS . . t e®■em�e■■■■ eee�� Pile® eee� Jeee Wn ee► .4se Materials Enaineerina Testing and Inspection Crane Certification 5050 Cohasset Road Chico, CA 95926 (916) 891-6625 11 ---710 - 6014 �� -1 73/ File No. 95485 12 January 1995 Robert Hill & Assoc. 199 E. Shasta Avenue Chico, CA 95926 Attn: Mr. Robert Hill Gentlemen: COUMTY OF BLIWE BUILDING DEPT JAN 1 6 1996 Reference is made to our Report of Field Welding Inspection, dated 09-27-95. A statement is made in this report that the be shown in Det. N/S4 was lengthened about 15 inches in the fabrication shop, using completed penetration welds. We did not provide inspection at the time these welds were made. However, visual inspection at the construction site indicates these welds are good quality and were performed in accordance with the requirements of AWS D1.1. If you have questions concerning this report, please call our office. Very truly yours, APPLIED TESTING CONSULTANTS, INC. John . Sears, PE, CWI ce:---Butte County_Build_ing Deptl C - -. _____ --- LJ N :'y FUNK O. SEARS NO. 23199 , R CIVIL / !: QC 1 JoH9G.SEARS ?l �,x 891=71 CINI Z R ■s■■i^S■■■■ MOONS ammum ■m■ps PIONNE ■■EL Jt■■ ■�••-Y-/Ims NS mop I ANN \.jdLJ■LAb—fi Materials Engineering Testing and l--fi— VVJV V,11 V. VA 95926 BUTTE COUNTY BUILDING DEPT. Attn: Mr. George Kellog 467 County Center Drive Oroville, CA 95965 • ,,,;�if19AJ�.it�f�il�S;d3i.ft;l`!'1�i�ii•Iil� COUNW OF BLTM BUILDING DEPT. JAN 1 6 1996 4 i