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028-200-022
CODE El 7v C EJVNT 30 DAY, LETTER 3 Ora 10 DAYFLETTER S ( 0 (p C.E. OFFICER W G �y �'/ Pis ABATED OR CLOSED A.P. 28-20-22 oSd� CHARLES WILKERSON w/s Oroville Bangor Hwy mi. so. of x'028-200=022. Y,° -rPERMIT#96-07AG Oro Wyandotte Rd., OrovilleWILKERSON, Charles &'Doro"thy CONTR: Foothill Const, Palermo;.,.. ., 7050,Oro'Bangor Hwy, Bangor Permit 2482-72B Ft6ok 1•-10-175 i` Ag Exempts,Permit-Stg Bee Equip (reroof) 028-200-022 PERMIT#95-2141 WILKERSON, Charles 7050 Oro Bangor Hwy, Oroville / New Pri Swimming Pool ✓�' /jy'p + 028-200-022 PERMIT#97-0 13 WILKERSON, Charles 7050 Oro -Bangor Hwy, Ban or Ele Ser Ch/SF at �O r Q �� � _ ..�_ _ _ __ - V _ - -- v � 1 �, �`� � ��� �� �. _ Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.net/dds ADMINISTRATION * BUILDING * PLANNING May 31, 2006 Charles G. and Dorothy L. Wilkerson PO Box 84 - Bangor, CA 95914 RE: Formal Warning Notice Butte County Code Violation Address: 7050 Oro Bangor Hwy., Bangor CA 95914 AP# 028-200-022 Dear Charles G. and Dorothy L. Wilkerson; COPY Through our courtesy notice on April 13, 2006 you were notified pursuant to Section 41-2 of the Butte County Code of the presence of code violations on your above -referenced property. According to our records, the courtesy notice has not resulted in abatement or correction of the following specific violations: 1. The accumulation of junk in public view. 2. The keeping of inoperable vehicles in public view. Your failure to eliminate the stated violations is cause for the issuance of this formal warning notice. This is notice_ that as of this date, our records indicate that the following violations to the Butte County Code still exist: Butte County Code, Chapter 24, Section 24-65 - Applicability of zoning regulations. All uses of land within a zoned district not specifically authorized or permitted by regulations are prohibited. Butte County Code, Chapter 24, Section 24-90 - The A-5 (Agricultural, 5 -acre minimum parcel) zone does not "specifically authorize" large accumulations of junk. The storing of more than 100 square feet of "junk" on a parcel is one of the items used to determine that a "junkyard" condition exists. A "junkyard" is not an allowed use in the A-5 zone without a Use Permit. "Automobiles- and other vehicles, dismantled, in whole or in part" are considered to be "junk." Chapter 11, Section 11-4 forbids people, whether at a licensed junkyard location or not, from storing junk in public view. Charles G. and Dorothy L. Wilkerson AP#: 028-200-022 May 31, 2006 Page 2 The determination that this violation exists on the property is based on the following definition in the Butte County Code: Butte County Code, Chapter 24, Section 24-305.240 - Junk.. Any worn-out and discarded material in general that may be turned to some use including, but not limited to, any old iron, wire, copper, tin, lead, rags, paper, bags, lumber, empty bottles, bones, parts of bicycles, tricycles, baby carriages, automobiles, and other vehicles, dismantled, in whole or in part, kept, stored, located, situated or piled'in public view, and all other similar personal property ordinarily defined and classified as "junk" kept, stored, located, situated or piled in public view and not screened from public view by a fence. • Butte County Code, Chapter 24, Section 24-305.451 - Violator.. An adult owner, tenant, occupant, resident or other person having possession, control or any other ownership interest in or the right of access to the premises, who is suspected or alleged to have violated or to be in violation of any Butte County Code provisions of the Chapters specified in Butte County Code Section 24-305.451. In order to bring the property into compliance with the Butte County Code and avoid further enforcement actions, you are hereby requested to take the following abatement or correction actions: 1. Remove all "junk" in accordance with the Butte County Code, Chapter 24, Section 24- 305.240. 2. Remove all inoperable/junk vehicles from the property. This is your final wamin . Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten 10 days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation will include a description of the premises, the violation concerns, a description of the violation, the date of your convictions and the action necessary to correct or abate the violation(s). Should you have any questions concerning this matter, please contact me at the address or telephone number listed above. Sincerely, G Wendy Jones Code Enforcement Officer WJ: mjs cc: Department of Development Services, Building Division s PROOF OF SERVICE BY MAIL 1 I am a citizen of the United States and employed in the County of Butte. I am, and was at 2 the time of the service hereinafter mentioned, over the age of eighteen years and not a party to the 3 within action. My business address is Department of Development Services, Building Division. 4 7 County Center Drive, Oroville, California 95965. I am readily familiar with the County's 5 practice for collection and processing of correspondence/documents for mailing with the United 6 States Postal Service and that said correspondence/documents are deposited with the United 7 States Postal Service in the ordinary course of business on the same day. 8. On May 31, 2006 the. foregoing 10 day letter on the person(s) named below by placing a 9 true copy thereof in a sealed envelope, with first class postage thereon fully paid, addressed as 10 indicated below, and by placing said envelope 11 In the appropriate place within the Department of Development Services where 12 mail is collected for mailing with the United States Postal Services on the same 13 day. 14 X In the United'States Postal Service Mail in Oroville, California. 15 16 Charles G. and Dorothy L. Wilkerson 17 PO Box 84 18 Bangor, CA 95914 19 I declare under penalty of perjury under the laws of the State of California that the foregoing is true 20 and correct and that this declaration was executed on May 31, 2006 Oroville, California. 21 22 ' 23 24 Myles J. Stfand Office Specialist 25 <26 27 28 1 4 r �v• a � � 1� � � yM F � � � SL{(k• Lry � �•ij`�} - i � vir � �l• t� t ..moi y1�j� 4�jt J .fR �. _� 1 f �`" f � h o. 1 � • f } � � � , I. •OM1. j 1. •]` •a.� ,�?ref���7�i� 1� t 0 a , s ,\t. , - 0 oe� M KNI I Ul- v. to \ �]Q SU Oro V U 0'� �-zoo - Ozz Under article XIII A of the California Constitution, the property's taxable value for subsequent asse determined, for each subsequent assessment ye property's new base year value, adjusted annual (2) the property's current market value, taking into ciation, obsolescence, changes in market condition If no timely application is filed for the supplemental appealed. Specifically, an appeal of the new ba. November 30 for the current assessment year or Any reduction made as the result of such an a ment year for which the appeal is filed and as mental assessment nor the values for assessm was initially filed would be reduced. EXCLUSIONS Certain sales/transfers of property between pari tween grandparents and grandchildren may qua lower property tax liability. Please contact our offi BUILDING DIVISION .COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT Agricultural building is defined as follows: Agricultural building is a structure designed andce6structed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure, all not be a place of'human habitation or a place of employment where agricultural products are processed, treate , or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. Ivo — b 2-2— ZONING A -5 - OWNER kir 5 D �./ PHONE NO. 6 75 OWNER'S ADDRESS Pd 60x- S q Ig 5 g l q a,.. o r— LOCATION OF BUILDING ro USE OF BUILDING S -I o f -I %Ni. -r v v!-�i SIZE OF STRUCTURE `i X _ 0 SO. FT. TYPE OF CONSTRUCTION: WOOD'FRAME STEEL �_ CONCRETE OTHER (Specify) TYPE OF SIDING ( ROOF COVERING FLOOR TYPE AA % o- M ESTIMATED COST OF CONSTRUCTION $/0, 00 0 AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: r FRONT ��►1+ r'� SIDES REAR -_ �r►�ry AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. ' I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date % / g — 9(, Permit Fee - $60.00 Receipt No. I ct 0-79 8 Signature of Owner The above described AG Buildinq is exempt from a buildina permit Manager Building Division White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant By FL00 PARC P.D./ 1 ROOF G 1 ISS Date I)Wuo +:rw--re.t",„`:i,'T.A:��:tv"'Mt'a,�,+i...G.°,'i�6Gsift`�Iri[KF`:�::7'rii�'�`+u.�'y'�'�f3"�,!tnt�4t1r'4�'�i"�a',1�arx''f'n9�iDri'%gN'yix�ry^.a�r'�'• s ' ` .-COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE CALIFORNIA 95965 - TELEPHONE (916) 538-7541 ' PERMIT APPLICATION DATA SHEET C�5 0 o by 1.l>,l��l$o�/ A. P. No.Z- �� �' r f OWNER P oposed Building UseA bw t'1W1A q R Xr-=,d ¢. Building Inspector 9215, Date - 2=6Z r. At time of per it -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 . ...................... 4i Engineered plans and calcs, 3/4 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 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. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval 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: (B) Parking: ........ 18. Contact Land Development about (A) Improvements (B) Drainage . ........... . 19. Driveway permit (construction approval required prior to occupancy). .. Prearis.... �q�e�s 20. Pre -inspection for required. .. to B.nd n9 �nspector 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 . ....................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: ��' Mail to owner. Mail to contractor. Telephone" and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date / �O 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 by _ Date 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 As RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) a r� Bldg. Permit # OWNER G� Lit LW42 `�a� A. P. #0 ZS Plan Checker -I-y'- GENERAL A;Zoning requirements: (sideyards and number of permitted living units). .Valuatibn. ,3! Plans signed by designer. 4� Proper description of work on application. Existing violations on property. t3� Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). Recorded notice of violation. PLOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. • Other buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map, (noise, CDF, fire sprinklers, non-comb- ustible, and foundations). ,07:' FAU & FAS road setback. ®" Building or utilities across lot lines (Record form). FLOOR PLAN Complete to scale plan with dimensions.` ;oe Required windows for light and ventilation (Sec. 1205). Z': Required windows for second exit (Sec. 1204).. e4. Skylights (Chapter 34 & Sec. 5207). ,8. Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). 8:' Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. ,A." Locations of water heater, heating and cooling equipment, other electrical or gas equipment. 4T. Garage firewall, door size, and closer (Sec. 503(d)(3)). je . 1 - 3'0" exterior exit door (sec. 3304 M. .d2 Fireplace and wood stove location, alcoves, and clearance. .1.3. Smoke detectors (Sec. 1210). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS Standard bracing or engineered design (Table 25V) 2° Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. rte story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. .r7: Elevations and wall construction details complete enough to construct building ' Roof construction details complete enough to.construct building. �o Fireplace construction details and calcs if necessary. 4e. Rafter ties or bearing ridge beam. aT. Garage door or porch header sizes. tud heights. Sd Adobe soils - special foundation design. &t "- C4"Retaining walls requiring design. Special Inspection required. 8/91 RESIDENTIAL PLAN CHECKING GUIDE ITEMS TO LOOK OUT FOR 910". Stairway details landings, rise and run, head clearance, handrails (Sec. 3306).. -02-. Guardrail detail (Sec. 1711 & 3306(j). V3: Brick or stone veneer (Chapter 30). 41. Exterior plaster - weep screeds (Sec. 4706). !0& Proper roof pitcl for roof convering (Chapter 32). #6*. Roof covering tyle - (fire hazard). "P Foam insulation protection. O:wg. 36" halls and stairways. ?91` Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. ®�10. Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). 4'r Attic access and ventilation (Sec. 3205). 1.2. Underfloor access and ventilation (Sec. 2516). ,1�& Combustion air f r fuel burning appliances - L.P.G. requirements. lir: Noise requirements on duplexes. J --I. Energy design. �6. Flashing at all exterior openings. o7-. CDF responsible area requirements. eorge R. Kellogg Plan Check Engineer �L A kms,„_,- c �k�t L��� ►..� ��,/� - . LAND OF NATURAL WEALTH AND .BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 Charles Wilkerson TELEPHONE: (916) 538.7541 P.O. Box 84 FAX: (916) 538-2140 Bangor, CA 95914 Re: New Private Swimming Pool Date: 9/14/95 A.P. No. 028-20-022 Permit. #95-2141 With reference to the above subject, attached. is: [x] Plan Check List . [ ] Red Marked Calculations . [x] Red Marked Plans -(1 -co py) [x] Others: 3. unmarked copies of the site plan Sample`Plot Plan Action Required: [x] Comply with plan check list [x] Resubmit plans with revisions as required (2 copies) [x] Submit calculations as required (2 copies) Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through , Thursday. Sincerely, eorge R. Kellogg Plan Check Engineer �L A kms,„_,- c �k�t L��� ►..� ��,/� Permit Applicant: Charles Wilkerson Permit X195-2141 Date: 9/14/95 The above referenced plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications, or calculations as follows: 1. Revise site plan to supply the information provided on sample site plan attached. Also indicate ground slopes in and around the pool area using % slope or rise to run units. 20 Provide a description of soil types in the area of the pool to the maximum depth of the pool. If clay or plastic silt is found, a determination of its expansion potential is required using the Uniform Building Code Standard No. 29-2. Test results to be w4ertified by a licensed civil engineer or geotechnical engineer licensed to practice in he State of California. The presents of expansive soil will require a pool designed to: account for the situation. , The depth of any groundwater encountered in your investigation should be reported. 3. Indicate on the plans the specific structural design dimensions, reinforce size, type i and quantities, etc. to be used at this site. Provide the engineering calculations used , in the specific design. Calculations to be stamped and wet signed by the design engineer. The engineer must be licensed by the State of California to perform this type of work. 4. Provide a plan which shows the size dimensions and depths of the pool proposed for ' this site. Provide 3 copies of this dimension plan. ; 5. Make plan revisions as indicated on the red marked plan. -31 PERMIT NUMBER - B 2482-72B P E PERMIT EXPIRES " 23 OWNER Charles Wilkerson CONTR: Foothill Coisst., Palermo LOCATION (A. P. 28-20-22 w/s Oroville Bangor Hwy 52-' mi. so. of Oro - Wyandotte Rd., Oroville 1 DATE REMARKS OR CORRECTIONS COUNTY OF BUTTE Department of Public Works BUILDING IN'j"'P•ECTlON RECORD Zoning Setback Forms Foundation Piers & Girders Fireplace Rgh. Plumbing Bond Beam Lath & Piaster Rein. Steel Gas Piping & Test Found. Vents Framing Plmg. Topout Rough Elec. Wtr. Htr. Furnace Kitchen Vent Firewall ..Garage Vents Sanitation & Water ELECTRIC GAS BUILDING Temporary Temporary Cert. of Occup. Final ___ Final Final DATE REMARKS OR CORRECTIONS COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKSgPV2- -7 .?Z-- 7 County Center Driv€ — Oroville, California 95965 Telephone: 56311230T Ext. 259 APPLICATION AND PERMIT auuwrIze representatives or the county of Butte to enter upon the above-mentioned property for inspection purposes. X Date Signature of Kermitee or Agent Receipt No. �► _ White-D.P•W• — Pink -Inspector — Goldenrod -Assessor — Yellow -Applicant 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. DIRECTOR 0 PUBLIC WORKS f�' ZE7 BY Date Building Permit Expires Date ' BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address Fireplace Contractor -'-'� Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty % Permit Fee $ K f% Building Address ��/ PLUMBING No. @ FEE PERMIT FILING FEE $2.00 Each Trdp 1.50 - " Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. , Zoning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .50 Fire Zone Fire Dept. Sanitation Planning Building sewer 5.00 Plans Fees I W. C. R/W Encroachment Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ OTHER ❑ Permit Fee $ $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 - Main service incl. 1 meter Additional meters, each 1.00 USE OF STRUCTURE Single Family Duplex ❑ Others ❑ Sub -panel (12 or less) (more than 12) Range, dryer or water heater 1.00 Oven, Cook -top or space heater 1.00 Light fixtures Receps., switches & fix out M� CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: / '� ^ „-__, Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar, disp. or D.W. 1.00 Air conditioner or heat pump Water pump Misc. wiring License No.- �% S OS Classification ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ . WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. ' 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 MECHANICAL No.1 @ I FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Permit Fee $ tate Fee for Strpng Motion nr% rumentation Program $0.07/$1000 Evaluation $ $ FEE TOTAL PERMIT $ d i auuwrIze representatives or the county of Butte to enter upon the above-mentioned property for inspection purposes. X Date Signature of Kermitee or Agent Receipt No. �► _ White-D.P•W• — Pink -Inspector — Goldenrod -Assessor — Yellow -Applicant 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. DIRECTOR 0 PUBLIC WORKS f�' ZE7 BY Date Building Permit Expires Date ' (SPA0105) ASSESSORS SECURED MASTER PROPERTY DETAIL. (PAGE 1 OF 2) 03-01-89 15:08 PARCEL 028-20-0-022-0 ST ACT TRA 052-07 USE RSXXX ZONING CODE A5 NAME WILKERSON CHARLES G SS GEN PLAN A_ ZONE CONF'Y C/O AC ZONING ,YR _ STRT P 0 BOX 84 MISC CODE 00 PROP MISC CITY BANGOR CAL ZIP 95914-0000 SITUS 7050 & 7052 ORO BANGOR HWY RECORDER # 87-30343 TAX DELINQ 84-38075 = = PENAL FLAG 0_% VALUES 88-89 ASSESSORS ROLL AUDITORS ROLL ASSESSORS MPR LAND 21,206_ 75 BSYR 20,791_ .. BSYR IMP 15,162_ 14,865_• T/V PERS ----------- *GROSS 36,368_ ------------ 35,656_ ------------ MISC EX 00 CODE 00 CODE .. CODE HO EX 7,000_ 74 YEAR 7,000_ .. YEAR BUS INV ** NET 29,368_ 28,656_ (SPA0106) ASSESSORS"SECURED MASTER PROPERTY DETAIL (PAGE 2 OF 2) 03-01-89 15:08 PARCEL 028-20-0-022-0 ST ACT TRA 052-07 USE RSXXX ZONING CODE A5 .NAME WILKERSON CHARLES G"SS GEN PLAN A_ ZONE CONF Y C/O AC ZONING YR _ STRT P 0 BOX 84 MISC CODE.00 PROP MISC CITY BANGOR CAL ZIP 95914 0000 SITUS 7050 & 7052 ORO BANGOR HWY RECORDER # 87-30343 TAX DELINQ 84-38075 = _- PENAL FLAG 0_% SOC SEC 1 ..... ........ SOC SEC 2.....-....... NEW PARCELS RETIRED SUB CODE MAP REFERENCE SALES AREA CODE 1 USE CONF Y ATYP ADJ 4040404 NEW COND ADJ CODE 0 APRAISER NO ..... EVENT DATE TRANSFER STATUS_ PICKUP YR .. ORCH CODE 00 - BLDG CODE 0 FIREPLACE'CODE HEAT CODE _ COOL CODE BLDG CLS D40CC BDRMS 2 BATHS 1.0 EFF YR 1900 SQUARE FT 847 LAND TYPE A GARAGE N POOL Y YR BLT 1961 1 I i• ` • j ' • , It _ r • OFFICE COPY Address j C' Date __... eter By 4 ELECTRIC - D�--� 1 Meter By e co . t a i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-75�Z_ PERMIT NO. (Rev. 12/96) - APPLIQATIQN AND PERMIT � e 31� ASSESSOR PARCEL NUMBER ZONING B U I LD I N G P ER M IT OWNER .. _ _ �I TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 7 CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ Filing Fee $ 20.00 ARCHITECT OR ENGINEER I LICENSE NO. Permit Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS I Plan Checking Fee $ BUILDINGAooREss Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USE FSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ ther SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TY E OF WORK New ❑ Addition ❑ Remodel ❑ Ilkties ❑ Installation ❑ Other ❑ Describe Work: ! :' '7C "aim r + 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 Filing Fee 20.00 ' Main Service POA 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 ivision 3 of the Business and Professions Code, and my license is in full force and eff t.8 License Class LI NO. DER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law 1pr the following reason: I q/ 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 I000A 46.00 NEW CONST. DWELLING OCCUR OR ADONS. ( & ACC. BLDS. so 3.5¢FT. NEW CONST. MULTI -OUTLET NON-RESID. '. @7.50 OWER APPARATUS PSINGLE OUTLET CR. Ex. Occup. OUTLET OR FURORES ZD 1.00OWNER-BUI BAL ® .50 Ex. Occup. ouT�rs AEESSID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ �•� -' WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjurty one of the following declarations: ❑ 1 have and will maintain ace tI icate of consent to self -insure fcr workers' compensation, as provided foi by section 3700 of the Labor Code, for the performance of the work for wh ch this permit is issued. I ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the p rformance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not b4 completed if the permit is for work of a valuation /.of one hundred dollars ($100) or less.) VL I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provlsl ns of section 3700 of the Labor Code, I shall forthwith comply with those prosions. X r', }� _L;,fDate ,,, / _�L �_ Signature of Applicant - ❑ Owner p 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 $ f.�C,} HAZ. D. FEES IMP I FLOOD CDF PARCEL I 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. i I, rt .�'1 r By _� ✓_ Date / L/ ' 4 PERMIT EXPIRES ON Da to Receipt No. r_-.) WHITE-D.D.S.-B.D. CANARY-ASSESSO PINK -INSPECTOR GOLDENROD -APPLICANT i COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES- BUILDINGDO, N 7 County Center Drive - Oroville, CalgafaW-25965 - Telephone (916) 538- 4 Pg,RMIT O. (Rev. 12/96) APPLICATION MAD PERMIT - 3 ASSESSOR PARCEL NUMBER 028-200-022 ZONING - BUILDING PERMIT OWNER CHALES WILKERSON TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 7050 ORO BANGOR HWY BANGOR CONTRACTOR'S NAME OWNER TELEPHONE ' t CONTRACTORS MAILING ADDRESS , CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Flrepl9Ce Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS t Plan Checking Fee $ BUILDING ADDRESS ' 7050 ORO BANGOR HWY Energy Plan Checking Fee $ BANGOR $ PERMIT FEE $ LOT NO. SUBDIVISIONS MIME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF )r7 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 11 Describe Work: ELECTRIC SERVICE CHANGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A 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. T�-rj OWNER-BU.tt-rl--- V affirm under---- r the Contractors License law f �' OFFICE COPY I here�Ia ; their sole compensation, Wil lered for sale. ❑ I,ai �rith licensed contractors . to( Address ❑ 1 am /'o fessions Code for this real pates i GAS `ON I hereby aff, Meter BY " larations: l ❑ I havi LECTRIC Da� i t E -If-insure for wo ers' compi Meter BY _r_. ,,uu of the de or the perfon ncn-terr4fli I's s ❑ 1 have ems_..., „lalritai in c mpensation insurance., as require • Section 3700 of the Labor Cc or the pe rmance of work for w1jich this p mit I issued. My workers' ccensatio insura ce carrier a policy numb are: Carrier Policy Nu er �/i6{ one undre ollars 00, or ss 17 bo a sect need t be complete f ermit is r rk ofJeh I certify hat in th perf an o t work or which th' t is iss not a ploy any er n In ma her SO o b bject , nsation lew of Califo nia, and greet ai u d suwork rs' compens tion pfovisions se or CCQmply with those provisio X toj/, —c�C!�_ Ignature of A licant - ❑Owner ❑ c ❑Agent An OSHA permit is quired for excava ns 0"deep and demolition construction of structures over 3 s es in height. I Main Service ( 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. BLOS. 3.5QFT: NEW CONST. MULTI.OUTLET NON-RESIO. I @7.50 POWER APPARATUS a SINGLE OurLEr CI R. EX. OCCU OUTLET OR FIXTURES 20 @ 1.00 SAL @ .w PoEDAPPLNS-OR Ex. Occup. ounErs R=. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 43.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 - Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ coNST. nPE TOTAL FEE $ 43.00 AZ. DFEES IMP FLOOD COF PARCEL POHDcomp This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have ' _ By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. ,�n Date -kO 4? 1(pate Receipt No. o03(7 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT M COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDINGDIV ON 7 County Center Drive - Oroville, California-_ 5965 - Telephone (916) 538- 4 PE MIT O• (Rev. 12'/96) APPLICATION AND PERMIT _ 13 ASSESSOR PARCEL NUMBER 028-200-022' ZONING +: BUILDING PERMIT OWNER CHALES WILKERSON TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 7050 ORO BANGOR HWY BANGOR CONTRACTOR'S NAME OWNER TELEPHONE ' CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Felin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 7050 ORO BANGOR HWY Energy Plan Checking Fee $ $ BANGOR PERMIT FEE $ LOT NO. - SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SFO] Duplex ❑ Mobilehome ❑ 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 O Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 17 Describe Work: ELECTRIC SERVICE CHANGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 - Main Service zoos 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.8 License Class LIC. NO. OWNER -BUILDER DECLARATION affirm under penalty of perjury that I am exempt from the Contractors License Lahe following reason: I hZ1,s 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 ( To 46.00so CCU000A NEW CONST. DWELLING OCCUP. DWE200ALLING OR ADDNS. ( & ACC. BLDS. SO 3.50FT; NE OLET NS ANCI CIR 97.50 TUs PSINGLE OUOWER APPARATLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 Q 1.00 BAL p .50 FIXED APPLNS. OR Ex. Occup. ouTLETs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE 43.00 $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy,,Number IT above sections need not be completed if the permit is for work of a valuation one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall rthwit cpmply with those provisions. X ,L -Date f�i�� — Ignature 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 $ 43.00 HAZ. I D. FEES I IMP I FLOOD I CDF PARCEL I PD HE ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By)VU/1Date PERMIT EXPIRES ONITE-D.D.S.-B.D. the applicable provisions Resolutions to do work been paid. O` •�V Defe rReceiptNo. jl �� C7 CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1..I personally plan to. provide the major la r and materials for construction of the proposed property Yimprovement :YES major l• - O: I HAVE[..]- HAVE NOT[ J signed an application for a building permit for the proposed work . 3. I have contracted7with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: . CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide'the work indicated: NAIN E ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCIAL SECURITY NUMBER: �� DATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER Dear Property Owner. An applic�tto property improvements For your prot on such a permit. Bui1c performing their own yourself from possible li Contractors ar business license from tl for which they apply. If you plan to should be aware of the f 0 If you employ or c materials and oth( contractors or subs 0 If you are an emph subject to several a workers compensal 0 There may be fina serious with respec 0 For more specific Service (and, if yo obligations under Accidents. If the structw perform their work per under limited conditioi A frequent pi building permit, erron personally. Building pi work personally. Information Board in your commui Please compl, that you are aware of t NOTE: This Owner - I for a building permit has been submitted in your name listing yourself as the builder of pecified. tion, you should be aware that as "owner -builder" you are the responsible patty of record ing permits are not required to be signed by property owners unless they are, personally ,ork. If your work is being performed by someone other than yourself, you may protect ibility if that person applies for the proper permit in his or her name. ;. required by law to be licensed and bonded by the State of California and to have a e city or county. They are also required by law to put their license number on all permits to your own work, with the exception of various trades that you plan to subcontract, you Allowing information for your benefit and protection: I _ herwise engage any persons other than your immediate family, and the work (including costs) is 5300 or more for the entire project, and such persons are not licensed. as ntractors, then you may be an employer. er, you must register with the State and Federal Governments as an employer and you are ligations including state and federal income tax withholding, federal social security taxes, n insurance, disability insurance costs, and unemployment compensation contributions. ial risks for you if you do not carry out these obligations, and these risks are especially to worker's compensation insurance. ormation about your obligations under Federal Law, contract the Internal Revenue i wish, the U.S. Small Business Administration). For more specific information about your tate Law, contact the Department of Benefit Payments and the Division of Industrial is intended for sale, property owners who are not licensed contractors are allowed to rally or through their own employees, without a licensed contractor or subcontractor, only s 3 lice of unlicensed persons professing to be contractors is to secure an "ownezbuilde usly implying that the property owner is providing his or her o �vn labor and material is are not required to be sited by property owners unless they are performing their own ut licensed contractors may be obtained by contracting the Contractors State License i or at 1020 N Street, Sacramento, CA. 95814. t the "Owner Builder Verification" on the reverse side of this form so that we can confirm ie a matters. The building permit will not be issued until the verification is returned. ' Since rel ` a4 4,1 Michael C. Vieiia, C.B.O. Manager, Building Inspection r Information is required by Section 19830 of the California Health and Safety Code. OVER f RESIDENTIAL 028-200-022 PERMIT#95-2141 WILKERSON, Charles 7050 Oro Bangor Hwy, Oroville New Pri Swimming Pool '.7 JOB FINALED (Date )'V—/&'�� Signature N=OK O=NotOK- , ot Applic = N t 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: / P1 ft. / /"Nat. or/ /" L"ft./ /"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. 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 #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders 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. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 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 POO (Plans) OK except #'s Se asks -Easements 60il -ompaction-Structure Stability ool Structure; Steel -Connections -Thickness i Dead Men -Lining . ec.; Receptacles and Lighting, Distances-GFI L5rEiS7-Pool Lighting; 15 volts-GFI• . Ele .;Enclosures; Conduit Entries -Terminals -Listed lec.; Bonding; Metal w/5' -Circulating Equip. -Heater 98pec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes- Enclosures- Panelboards-Ins. to Main in Conduit ealth Department Approval V O�nb.; Cir. Test -Water Supply Te;t Date WV 4� Card B- Date Card B-1 Dates —/ :lCard B-1 vc,,o Date Card 8-1 J=OK O = Not OK = Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK excel 1. Zoning -Setbacks -Easements 2. Ftg., Main Soils!Elec. Grnd.- 3. Ftg., Garage Soils-Steel-Elec 4. Ftg., Porches & Decks; Soils - 5. Stemwalls, Main; Steel -Block 6. Stemwalls, Garage; Steel -Bic 6a. Hold Downs and Special Ar 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Wi 10. UF. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Ret 12. Electric; Underground 13. Pienums & Ducts; Clearance 14. Girders -Sills -Anchor Bolts -J( 15. Access & Ventilation 16. Insulation Date Card B-1 Dal Date Card B-1 Dal Date PLUMBING (Permit),OK except I 16. Water Htr.: Vent -Access -Con 17. Water Pipe; Test & Anchor -N 18. D.W.V.: Test -Fittings & Anch 19. Shower Pan; Test. First Floor 20. Test Tub & Shower. Second 21. Gas Pipe; Size & Anchors Date -- -Card B_1 -- Dat( DateCard B-1 Dat( Date ELECTRICAL (Permit) OK except 22. Fixture & Transformer Clearai 23. Elec. Receptacles Spacing-Lic - --------- ------------ 24. Size Boxes & No. of Conduct( ----------- ---------------------------- 25. Romex Installed Close to Edg ----------------------------- 26. Equip_ Ground made up w/Me -------- - - - 27. 2 Appliance Circuts in Kitchen ----------------------------------------------- 28. ---------------------------- 28. Subfeed Wire Size r ga. Cu Cu or At ------------------ 29. Range Circ. / ga. Cu or AI - Insulated Neutral ❑ ---- 30.- Service -Riser Conductors & C ------------------------------------------ 31. Equip. Clearances Panels -Mol ------------- -------------------------------- 32. Clothes Closet Light -Shower ---------- ----------------------------------- 33. Smoke Detector #'s RESIDENTIAL (Single & Duplex) I Date FRAMING (Continued) Grnd.-/ /" Ftg. Depth feel-/ /Ftg. Depth its -Wrapped kouts-Wrapped hors C/O -Sewer Test card gas piping: size -test lator-Service Test 4ate ria l -Support -Ins. >ts-Vents-Cripples _ Card B-1 Card B-1 ustion Air -Baffle ------- ------------- - -------- I Protection -Nail Protection ---- -------- ------------- rub Access oor-Tub Access ---------- ---------------------------------- Card ------- - ---------------- Card B-1 ---------- --------------------- Card B-1 #'s ce-Ins. Protection --------------------------------- hts & Switches at Doors ----------------------------- ,rs-Stapled ------------------------------ ---- of Studs & C.J. ----------------------------------- ch.-Fastners-Bond-- Gas- & Water ------------------------------ & Conductor SizerGFI or AI-A.C. Wire Size / / ga. -----------------------------, Circ. / / ga. Cu or At. ❑ No ---------------------------------- :)und-Main Disconnect --------------------------------- rs-Mech. Equip. ght-Spa Light --------------------------------------------- I ----------------------------------- Date Card B-1 Date Card B-1 --------------------------------------------- ----------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK excep #'s 34.-.A.C.-Ducts Insulation & Supp rt ------------------------------------------ ------------------------------------ 35. Vent Fan: Exhaust above insulation -------- -------------------------------- - --- -------- ------------------------ 36. Condensate Drain & Overflow: Size & Grade ---------------- -- ------- --- --------- ----------------------- 37. ------------------ - - - - 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ----------------------------------------------------------------------------------- Attic --------- -----------------------------------Attic -Access-&- Platform if Fu rr ante in Attic _------------------------------------------- Date Card B-1 Dat( ------------------------------------------- Date Card B-1 Date Date FRAMING (Plans) OK except #'s 39. Sils. Proper Material & Ancho ------ -------------------------------------- 40. Walls Studs -Nailing. Spacing ---------------------------------------------- 41. ------- ------------------- 41. Bearing Walls over Girders & --------- 42. Draft Stop in Walls (rat proof) ------------------------------ 43. Fire Stops: Furred Ceilings -St 44. Headers & Beam -Size & Beari Card-B_�---•--------- - - -------------------- Card B-1 ----------------------- Bracing-Plates-Sound ----------------------- oor Nailing ------- ------------ ------------ rs-Cha --------------------- rs-Chases-Tub 45. Hangers -Post Caps -Anchors -Connectors 11 46. Ong. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 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 3' -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 Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows - - - --------------------- Date Card -_ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'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 & Subpanel; 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' -Garage -Fire -Doo -r: 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. Plb.. Elec. & Mech. Equip. Listed for Location -------------- 76. Elec. Receptacles in 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 instld.; Drive ❑ Yes' ❑ No; Walks ❑ Yes ❑ No: Planters ❑ Yes - ❑ No 81. Stucco: Brown -Finish - --- -- 82. A.C. Unit: Disconnect, Electrical, Plumbing ----- -------- I ----------------------- - 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings -------------- 84. Water Well; Disconnect, Electrical, Plumbing ------------------------- -- --- 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground ----------------------- -- 86. Ventilation Throughout House _ 87. Glass Protection - - - ------ --- --- 88. Corrections from Previous Inspections ---------------------- --------- ------------- --------------- 89. Gas -Test -Meters -Tagged: Gas -Electric ---------------------------- ------------ 90. water -&-Sewer Connected -C/0 to Grade -HD Approval 91. Energy -Compliance -Certificate. -Other Certificates - -- -------------------------------------------- Date Card B-1 Date Card B-1 ---------------------------------------- - Date Card_B-1Date Card B-1 ------------------- -------------------- Date Card B-1 Date Card B-1 ------- I Comments at Final: ' COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDIVISION 7 County Center Drive '- Oroville, California 95965 - Telephone (916) 538-7541IT NO. APPLICATION AND PERMIT �����' P 15`29-!2ff-"TTT2 PIT BUILDING PERMIT Or -'ARLES. WILKERSON TELEPHONE / T SO. FT. OCC. BUILDING VALUATION 07T TMAp �,s BANGOR CA 95914 702 @ 4 23- CC(�IJJ�N 'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace COCfiil IDN LENDER UNI(NOWN Total Valuation Is ,LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 278.00 41nOR ENGINEER LICENSE NO. Plan Checking Fee $ 180.70 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BU7ILD NGADD EssO BANGOR HWY, OROVILLE 50 R PERMITFEE $ 478.70 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 1 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23,00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other j\jl;W PRIVATE. (;WT141MTNG POOL SPECIFY Water piping 15.00 15 . Q Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK �� New ❑ JvAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Mobile Home S G W 920.00 PERMITFEE, g 35.00 Contractor ELECTRICAL PERMIT Filina Fee 20.00 Main Service e00V OR LESS ( 200A 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. I OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License La f r the following reason: —I; as owner of the property, or my employees with wages as their sole compensation, will�.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 exempi,under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BLDS. ) so 3.5¢ FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUSINGLEOUTLET S a ) Ex. Occup. (OUTLET OR FIXTURES ES) 2e Q 1.00 50 BAL 0 .50 EX. Occup'. OUTLED ETS ETS(RES D.OR ( ) 5.00 ' Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOT. FLECTIRTC 30 - Q PERMITFEE $ 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' compensati e 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 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number he above sections need not be completed if the permit is for work of a valuation one hundred dollars ($100) or less.) /10cfertifythat 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' 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 Ir comply with those provisions. X Date "'�" Si finature of Applicant - Owner ❑ Contractor ❑ Agent An'OSHA permit is require for excavations over 5'O" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 563.]ISS HAZ. D. FEES IMP FLOOD CDF PARCEL PDcompensation This permit is hereby issued under the of the Butte Countv Code and/or inMedewhich fees have B " PERMITEXPIRESON applicable pr Resolutions to do work been paid. Date �- Z�- /10 (Date) Receipt No.i QSZ�� WHITE-D.D.S.•B. D. CANA♦yP=1CS? SOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE" BUILDINGjDIVISION DEPARTMENPOF�PEVELOPMENT SERVICES 1469 Humboldt Road, Ch co CA - (916) 891-2751. 7 County Center Drive, Croville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE L 4s -a r v { a n s PERMIT NO. A routine ins ction indicates that the following violations of Butte County Ordinances exist at the above dress and should be corrected. Please:notify this office when correction of work is comple d. If you have any questions pertaining to this matter, or need additional explanation, please ntact this office immediately. IAVIA 1�ff-A i NNIA COUNTYOF BUTTE - DEPART0,E OF DEVELOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE'' O O, ^LLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 . 1 OWNER Proposed Building Use PERMIT APPLICATION DATA SHEET W16 A. P. o. 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 -T 1. All items h been submitted . ....................................... . 2. Plot plans, 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 . ............................................ 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 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. ....................... . 13. Flood elevation letter (100 year floo by C fornia Engineer. . . 14. Sanitation and plot plan approval 1'6 y,1111?. -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: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. Preanspedion requ� 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 . ...................................... 32. Plan check list . ..................................................... 33. 34. 7yWh n you issue the p r it, rocess as follows: M to owner. Mail to contractor. Telephone (o and hold for pickup at 0 rn LlO office. Deliver with inspector. Other Parcel Creation Acreage Applicant � Date �`� 9c 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 by _ Date ' Contractor, designer,,ow�nev, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by i Date?-21,2' ate -.21- Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance C) T c ©v -c1 SCJ c d Owner Location E.H. USE ONLY --- Plot Plan Attached Floor Plan AttawW Seatto B.D. AP# Plan. Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for bedroom mobile home. Other 1 V %� J % Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 2/01) l Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and ma erials for construction of the proposed property improvement: YES[ ] NO 2. I HAVE[V] ] HAVE NOT[ ] signed an application for a building permit for the proposed work. 3. I have contracted with the .following person (firm) to provide the proposed construction: NAME: /-0 ADDRESS: E4 �` CITYV PHONE: 'r - CONTRACTO S LICENSE NO. ? 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: A ADDRESS: tCITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide'the work indicated: NAME ADDRESS PHONE TVPF, nF wnRu SIGNED:/n� n PROPERTY OWNER: l�1-�.�lz,, /�� SOCIAL SECURITY NUMBER: r � DATE:_ �✓ �S NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER yT&6 3 Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your prot 'on, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Build ng permits are not required to be signed by property owners unless they are personally performing their own% Drk. If your work is being performed by someone other than yourself, you may protect yourself from possible li dity if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county: They are also required by law to put their license number on all permits for which they apply. ' If you plan to your own work, with the exception of various trades that you,plan to subcontract, you should be aware of the fo owing information for your benefit and protection: 0 If you employ or ot terwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subco itractors, then you may be an employer. 0 If you are an emplo er, you must register with the State and Federal Governments as an employer and you are subject to several ob igations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be finan ial risks for you if you do not carry out these obligations, and these risks are especially serious with respect o worker's compensation insurance. 0 For more specific ' 3formation about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under tate Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions.) A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building perr uts are not required to be signed by property owners unless they, are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. NOTE: This S�tn c rel r, Michail C. Vieira, C.B.O. Manager, Building Inspection Information is required by Section 19830 of the California Health and Safety Code. OVER 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 ASSESSO PARCEL NUMBER, A �e m"'- BUILDING PERMIT OWNER /;I j 61 i 1 A n �1 NE SO. FT. OCC. BUILDING VALUATION OWNERI/��Ar1/W� Nfi ADDRESS _^ J l/ J` ` CON,T �/�° RS NAME TELEPHONE CONTRACTORS MAILING ADDRESS Freplace CONSTRUON LENDER l UNIQIOWN CEJ n e Total Valuation $ Fling Fee $ --� -- 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARC/rr€CrgOR ENGINEER VVO LICENSE NO. Plan Checking Fee $ V , Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILOwGADDRES 9� PERMITFEE $ PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 LOT NO. SUBDNLSIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 /S,QQ USEOFSTRUC RE / SF [3 Duplex ❑ Mobilehome El Other �W tin 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 [3Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Mobile Home ISI GI W1 @20.00 PERMITFEE Contractor ELECTRICAL PERMIT Filino Fee 20:00 Main Service ( eoov DR "') 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 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 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 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers compensation. as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to thetef workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. , X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. NEW CONST. DWELLING OCCUR. OR ADDNS. ( 8 ACC. BLDs. ) SO. 3.5¢ FT. NEW CONST. MULTI.OUTLET NON-RESID• ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS ( a SINGLE OUTLET ciR. ) Ex. Occup. (OUTLET OR FIXTURES) BAL 0':b EX. Occu FIXED APPLNS. OR p (OUTLETS (RESID.) EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring,23.00 pbo 1 3000 PERMITFEE $ Contractor MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE S Contractor Mobile Home Installation Fee S Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ �O HAZ. 1 D. FEES IMP FLOOD CDF PARCEL PO HD UE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON the applicable provisions Resolutions to do work been paid. Date (OaYe) ReceiptNo. WHITE-D.D.S.-B.D. CANARY -A SOR PINK -INSPECTOR GOLDENROD -APPLICANT STRUCTURAL DESIGN COMPUTATIONS FOR THE STANDARD STEEL AND GUNITE SWIMMING POOL PLAN BY NEIL O. ANDERSON & ASSOCIATES, INC. oe&,fEl) 2 5' s roea,o NEIL O. ANDERSON & ASSOC., INC. PROJECT: 5T4No04 am Pool cgL6. ti > '" 8026 Lorraine Ave., Suite 214 Drawn By: ^. 4 Scale � �0 Stockton, California 'ss o c� (209) 472-1091 Date: T �S 2 Page / of �� 000 .Q z So// i'amw r E� + G or►Dl^ze, —lot r14 o . y2 k,, Y h2 DEATH i, (FT) EF P ( EFfEcrve FLv, r) PRESS -QF) MS 4 M° -C -Ar 114Dw&@ O 004 wA« 6T Sr L) = P. • IV3 �N VS (SNEgt r --A.6 .w D.tEO .N ww k All SY%L) = Pa, �a�R,o NEIL O. ANDERSON & ASSOC., INC. PROJECT: 5-r*J0,vto Puo` i 8026 Lorraine Ave., Suite 214 Drawn1 By: rJ. 14.inNtso.-/ Scale 1j1A e r Stockton, California .,/ !' ass o c� (209) 472-1091' Date:. ,(3/S L Page of 3 j' } EFP = 35'EFP = 50 EFP = 85 Sp,L_ P"AE�rFS ; h, ft Msoil Vsoil Msoil Vsoil Msoil Vsoil Notiw.i} 1. , C Ito P�f 1 6 18 8 25 14 43 2 47 70 67 100 113 170 EP•A-Ii.c �j= ILS PA 3 157 157 225 225 382 382 3.5 250 214 357 306 607 521 4 373 280 533 400 907 680 4.5 532 354 759 506 1291 861 5 729 438 1042 625 1771 1063 IEVG 1- �d -�° 5.5 971 529 1386 756 2357 1286 6 1260 630 1800 900 3060 1530. 6.5 1602 739 2289 1056 3891 1796 1+ 7 2001 857 2858 1225 4859 2082 g`0?E0 0 7.5 2461 984 3516 1406 5977 2391' 8 2987 1120 4267 1600 7253 2720 8.5 X5871264 5118 1806 8700 3071 K� 9 4252 1417 6075 2025 10327 3442+,_ 9.5 5001 1579 7145 2256 12146 38360 •dt,_� 10 5833 1750 8333 2500 14167 4250 10.5 6753 1929 9647 2756 16400 4686 .1.1 7764 .2117 11092 3025 18856 5142 11.5 8872 2314 12674 3306 21546 5621 r �a�R,o NEIL O. ANDERSON & ASSOC., INC. PROJECT: 5-r*J0,vto Puo` i 8026 Lorraine Ave., Suite 214 Drawn1 By: rJ. 14.inNtso.-/ Scale 1j1A e r Stockton, California .,/ !' ass o c� (209) 472-1091' Date:. ,(3/S L Page of 3 j' } i VAR.IOu S Mq~164T C� ��Li7i ES /STaC.d G,TN �E�No i) n� { C. �•..J.MV..1 Lu�IIi..VSS'VC sTvs.—�'c,ru or- G44)L'r 2o�v�s� �y = Y►EL D STAG-4c,?4 OF P-6114 40, POW P S1• l C-FFctrIVE 06#0714 : (%We0q �rmm K^JCTI of AA.uT rn .. v S i� r� •�. Lov�t, � vpior w,o7,►4 = / FT 1878 c4v4,ir-,r 0,410 AS I CAo t WVr4"'AL 44.e4 of: STFCL _ (� we -1 p jtClm 1.04 vff "es� er Qar, o _ Asl 0 : a, ss, VAAx.w.vw. VALvC = 0,11IT6 U g, = gs 1 wur�t _ 0 .o 2y-7 ( vl 3 0.11 `b $7,ovo4T'i ? Y 1060 561 3220 A= 047 y oo 0 p s, 00 ►144x, �=Q,U ISi(O 3.5 UEFf,(-iE-AT of 4C5,STA-•cam - ,O 't �1—�l� ems) ►� = �`l I V 102 1244 658 3757 lbl� NoY�,rAL FLE+cvIaAL SrM1f:��TN = i2N hcJZ 2000 197 � 1275 3757- 1878 c4v4,ir-,r 0,410 M = M l ALww.NiLg Mow.t.�r Cu.yn>rt fA�nY.Ltn La4AS) = 01 1,� � r... s.��) Vhf j4 CAR- ST/iE«t,TH 2 6 As 0 : a, ss, Mn M Vn vl 3 0.11 V_ 118 1060 561 3220 7 3 0.22 3.5 fy = 40000 102 1244 658 3757 1878 3.5 VC = 2000 197 2408 1275 3757- 1878 3.5 M = 23.53 285 3494 1850 3757 1878 d As p Ru Mn M Vn V 3 0.11 0.0031 118 1060 561 3220 1610 3 0.22 0.0061 227 2042 1081 3220 1610 3 0.33 0.0092 327 2944 1559 3220 1610 3 0.44 0.0122 419 3767 1994 3220 1610 3.5 0.11 0.0026 102 1244 658 3757 1878 3.5 0.22 0.0052 197 2408 1275 3757- 1878 3.5 0.33 0.0079 285 3494 1850 3757 1878 3.5 0.44 0.0105 367 4501 2383 3757 1878 ?oe.io NEIL 0. ANDERSON & ASSOC., INC. > '" 8026 Lorraine Ave., Suite 214 e �W Stockton, California o Co C. (209) 472-1091 PROJECT:/� Sri+-�a+an /�oae. C.►6c. Drawn By: n// �N.�L �L SY �� Scale ^I A Dat e:r%/97. Page 3 of_3L VA2iouS d lnomr,IT C.i4r�ac�7-rE5 / r As p Ru ST2 4TN Mn "AIcV,10i7 M Vn V 4 0.11 0.0023 89 1427 756 4293 2147 4 0.22 0.0046 173 2775 1469 4293 2147 4 0.33 0.0069 253 4044 2141 4293 2147 4 0.44 0.0092 327 5234 2771 4293 2147 4.5 0.11 0.0020 80 1610 853 4830 2415 4.5 0.22 0.0041 155 3142 1663 4830 2415 4.5 0.33 0.0061 227 4594 2432 4830 2415 4.5 0.44 0.0081 295 5967 3159 4830 2415 5 0.11 0.0018 72 1794 950 5367 2683 5 0.22 0.0037 140 3508 1857 5367 2683 5 0.33 0.0055 206 5144 2723 5367 2683 5 0.44 0.0073 268 6701 3547 5367 -2663. 5.5 0.11 0.0017 65 1977 1047 5903 2952 5.5 0.22 0.0033 128 3875 2052 5903 2952 5.5 0.33 0.0050 188 5694 3015 5903 2952 5.5 0.44 0.0067 246 7434 3936 5903 2952 6 0.11 0.0015 60 2160 1144 6440 3220 6 0.22 0.0031 118 4242 2246 6440 3220 6 0.33 0.0046 173 6244 3306 6440 3220 6 0.44 0.0061 227 8167 4324 6440 3220 7 0.11 0.0013 52 2527 1338 7513 3757 7 0.22 0.0026 102 4975 2634 7513 3757 7 0.33 0.0039 150 7344 3888 7513 3757 7 0.44 0.0052 197 9634 5100 � V , 7513 3757 8 0.11 0.0011 45 2894 1532 8587 4293 8 0.22 0.0023 89 5708 3022 8587 4293 8 0.33 0.0034 132 8444 4470 8587 4293 8 0.44 0.0046 173 11101 5877 8587 4293 r , 9 0.11 0.0010 40 3260 1726 9660 4830 9 0.22 0.0020 80 6442 3410 9660 4830 9 0.33 0.0031 118 9544 5053 9660 4830 9 0.44 0.0041 155 12567 6653 9660 4830 p-? Jo 10 0.11 0.0009 36 .3627 1920 10733 5367 10 0.22 0.0018 72 7175 3799 10733 5367 10 0.33 0.0027 106 10644 5635 10733 5367 10 0.44 0.0037 140 14034 7430 10733 5367 +oe e,o NEIL O. ANDERSON & ASSOC., INC. � ti Z W 8026 Lorraine Ave., Suite 214 e Stockton, California �+s o �� (209) 472-1091 PROJECT: Drawn By: i'll /lAtoEace- i Scale ^� a Date:4k6,61 k6,61 Page--Y-ofI 4E515r),vc., 010- e—er OF All oL �'I�AcL• A^�p �4p�v5 J c 3 q2 NEIL O. ANDERSON & ASSOC., INC. 8026 Lorraine Ave., Suite 214 Stockton, California (209) 472-1091 PROJECT: 57-,q j p j, ,D /'.vL 44, c. 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FATS ✓ i o v S S Ec.T f &W/ '*00-47- rD CVa+.•G.tr sec. -r$0.4 fl.I N7 = X10 (F4 CV.) —X p 9CS, sop C40444gNT S Ec.7- Ido,..•T rens 4fne"..y) + cwt sT>cx �p� + ►M NEIL O. ANDERSON & ASSOC., INC.. 8026 Lorraine Ave., -Suite 214 Stockton, California �s s o C.% (209) 472-1091 PROJECT: Drawn By. Aof Scafe Date: % (Z Page 4 of 3/ - FL 002 Ti�ic.K.JE,s A�iA /G E^I fy/LLEiri^T o — 14 Dr.,QTN vF PooL = en 1 vE-/ l7� Sv,L. cv.-40pr-10,w N = N04—AL E � Ex N•r..i s v6 /No a.,... � S c.ragE ES = Ex�.�•-�t�E s��w� WT Tv'f.4i. we, (')-pT 0A= /000 < W41.4, 1, 1240,ovs /FT w' D rA/ = 4%1 vCN 1 000 mo „Ao.,• C I-r A-T ENc OF 940ivS = 6,0WC�l foo YO AGES uL-TAIrr MOov CFP4r I, FAO— E.1r) 01= 2A71VS Mo I W1 2ESu �T�M MOnnANT Z, F2uM-- E^►O of fiAOiLS _ WI0 _ v.4r Z 2 a ` z - Q z F�oo2 / ZP Arr4 ct: ti`c NT %Gct/Z as— H S Wt M, 0 M, 1 �N.�K�Eat M 2 e'+o .FAST �Rea�S . C>=T� 7 n 763 -33 -796 G -1559 0 7 e 853 567 -286 -1139 0 7 es 1163 1726 563 G -600 1 8.5 n 1054 66, -988 6 -2042 0 8.5 a 1275 815 -460 6 -1735 1 8.5 es 1508 3709 2201 7 693 Z 9.5 n 1345 152 -1193 io -2538 6 9.5 a 1429 2044 615 (0 -814 10.5 n 1762 445 -1317 G -3079 O 10.5 a 1762 3339 1577 -7 -185 2 11.5 n 1734 2354 620 & -1114 1 11.5 a 1942 5616 3674 7 1732 3 $ n loot —123 — I12q 6 -Z 125, 0 e 1Z27 ' Yf - $gto G -2 113 C) 8 e5 135 1 332`( 7 &0 (a Z 9 n ►Z(, I 3710 - F� &s'... '- Z 1 �l b 6 5 to n 1536 jq -58$ ' 7 -212j I to e 1621 3l&2 15b1` 7' i -fid 2 53 3 .., NEIL O. ANDERSON ASSOC:� INC:`- PROJECT' �; 44". > N 8026 Lorraine Ave.,. Suite 214 .. Drawn. BY /% 4oVop64 C'0 ►/ Scale e A Stockton, California i soca (209) 472-1091 Date: eltro 2: Page, 7 of - ►o egad Z k 9/ /. d�iv eI�S sy3 o^'d N NIWOIJM IVES AgWY8J0 V&a QMnS "GAY OUB�I 92 -s0'2'7rr� :JL33POHd ,'DNI`'JOSSVV NOSd3aNdO -113N.0 . ^r'_7 2'0 aZl — i IP j0 �s•yr09 1.�w�+a'a1n.�� S1 - z 1 01 Sh Sri 9 Sf 7 a, ohs H. 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P�Fst�vE �c�c.. ��S��E � w1 P = I P '�3 Q�JTr1 h f+ {� (I�s F*� � Yh v ,� • Ib� � lbs �= W 1 (Fr- Ile ' � � 3 t � I o �So � o iS'o Z )2S �s3 Goo yov ,,Sa 3 2� I 2€� i3So /3Sn 3,5 -3� 2 stir; - I S 3$ 2/y`/ . `� `l99 G6G 2 yoo 3Zvv y s G.3:Z q YP 30 3 $ yS56 7�0 l3 0 0 3 75D G 7 ss �yy �.�� , ys3s �3�9 , � s �. �3�� Zfsi Slv / 3, 73� �_ /-529. ._3.SG� �9 i50 . ..._ Z�, ��Y �% C _ ..� Zs.. _..._ _ . _ ZT yU� �oeR,a NEIL O. ANDERSON & ASSOC.; INC. _PROJECT: STRa�1�?zI) /SVG,. cmc. z 8026 Lorraine Ave., Suite 214 -Drawn By: /'� 19i✓obKDN scale o �� Stockton, California �+s o �` (209) 472-1091 Date: 7 � ?� Page ai of� ooa � a 2 F/LEFST�Ai�� w�►-LL 1.��'T/a-iL ��u..rr,� b AiSilr►+E rv6l <,#,r aF wvf Lt. /S /ac rllvz, /^/ 4vE2i u� /��A•�E /4ND co-fTa16vrES Nd Mop"cf- r 7W VA 4,L. Mo.►I,E�r /W OW & w44-` ,, .1, QE T.aE/ R.Es���.,.Ir 6p'Aa 011-- T</E — 0 I,., a I -/r -40 n-, Twe /Z �S S 71 vE M O + r�E_T Pao••- 7 e A ASS •'E T*ocr swe- .4�mP) 1"w —Old /-/= //EIC. I/7 0l` wq'&L_ ) PrI H 2,0 1 3.0 yo 5.0 6.v 7,v M it. L r-*. i5 l )0 /o Io /0 /0 ib 2 ?3 sr3 P3 913 Sr3 k3 3 23 1 u) 2V ZV 2s1 a I y'10 3.S z 9(o 11116 W6 yy6 &M6 y 2GG (aIto (,(06 4" 666 666 7118 Ayz g'!9 9yi 9+F S — 900 itsd 1300 /300 1300 q50 iSSo /,7Zy /r73o 1736 G 91(o IkL/4 21,76 2z /b 22116 2fr5-b G•� "ij2 Zo7(v 2906 I -M 7 ?67 2z 0 '3/4#7 35-17 35-0 7.S — ZZ43 36o? '0237 1139'/ 2-12-s 39'75- `1525- 5z 75 5,,—ee o1#.7_6 --y7 j26:5Vt�.7_c �.VG, /�I�O.,.. r✓+4TS/1 7— OVr�/2i7/ /�.�Q V►/lED CVN IrE /aIC AC.ItcSf IfA*OLICS 7V /LE/rVFa¢uN(� ro o11lS�DE aF v✓�t�L `7zJ 7'N•c nclv�j S o/C �� u..I .TF i�/joi+-/�t'�Nr-wt c FirE7�t/T TD i•�s,oE ole n�+4s� �T,) �s /,l ft,-zryo... ol-- THE ,oEP'rrf o/� n�E /4po& •�../,o rziF .9C7;?pF 0/G 7vE' ✓441.440S so)L rMeTs. 7/%EsE. ✓AcuES. f/A✓E 3b THE .. RED v c FD /VEti a APT O%-- 7 -MC Sr/29:G M7- /°aa�rrcw AQo►-e rbW Ao p,,•s M 4: R Es v,r- or-- 7we ,=AEE5;r-4,-fO/-/4 . OuoT-ovr9o01E, 06 f' So' 4L. NEIL O. ANDERSON & ASSOC., INC. PROJECT: S -r -,Wo -44D Am- c4 -GC. 1 > 8026 Lorraine Ave., Suite 214 Drawn By: At /4N7&tCyl Scale e Stockton, California 'sso�� (209)472-1091 Page"62 O ofL/� I'/LEE P%e4i-t- � cv^17,) $ FGo04- CN-tn�r ACOD .c.E7 6 4SF,> OF AESv#-r1—f(N ,rr.•,,�+,,,rs C��) AE5rC-0 A Y rn~E►Pi e-.9*4gc.17"7fS 144491 10- 110 . FREESTANDING WALL (Both Normal and Exp. Soil)" H=2.0ft. H=3.0ft. H=4.0ft: H=5.0ft. H=6.0ft. H=7.0ft. ab T, T, ab T, T, ab T, T, ab T, T, ab T, I T, ab T, T, 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0 3 0 0 0 0 0 1 4 1 1 2 2 2 4 4 4 4 5 5 5 I 5 I 6 6 6 6 6 6 6 7 7 6 7 8 8 1 4 4 1 3 4 1 3 6 2 3 8 2 3 9 2 3 10 0 3 3 0 3 3 1 0 1 3 3 0 1 3 3 1 0 3 3 0 1 3 3 o Q ie so NEIL O. ANDERSON & ASSOC., INC. • ti 8026 Lorraine Ave., Suite 214 a �rStockton, California +s o % (209) 472-1091 PROJECT: Poor: C,97 -c. Drawn By: N Aa*6JLC0^1 Scale Date: % z ti z Page / / of 3/ /Jn/q L r gC sv q_ ��z. ••tet, "A. 6Z••� 68 199 7 W614Wr OF IN D#V10v4e- $5-cw,e--r5 91C Its V,fr, (ITr D �5 1,5 C"(-) 150 WT; = 5,4 X '5o, _°S lbs Wrs = 5 tbs Se.M a� vEtr►c�< FzRLrS S i'/ w` U M1M � is 0405o yr wlAs�5C2.�-I� + SrSS�0,3) + ko5-(2.Z) I0111(3.6) = 3006 1'n ,&-r = 3 0v G "bs/Frz 4VL E-7,e-Co r �9yc.owa�E L ~ . rovv 4t 4s ,�G�2', f/#3C� Sc:G— r-vvTnloT� /3 of 2c �..�F�rt�v-,GE.. T s►- G� v.v .rr sL y, �,S Rs NEIL O. ANDERSON & ASSOC, INC. 1• > 8028 Lorraine Ave., Suite 214 o Stockton, California �s s o c% (209) 472-1091 PROJECT: 57_,4f404e i7 /'uoC. c *". Drawn By: /)/ A -106U&►/ Scale Date: -7,z A Z Page / ZZ of3_ R(ft) = 2. PE-_TH • D (ft) = 3 h,ft t,in al,p al,t al,s x,p x,m,s L Wt,s Wt,s,tM,s x,m,p M,t 0.00 2.00 0 1.0 9 0.00 0.00 0.00 2.00 0.38 1.00 113 0 42 0.00 42 2.0 6 0.00 0.00 0.00 2.00 0.25 1.00 75 113 19 0.00 61 3.0 6 0.00 0.00 0.00 2.00 0.25 1.00 75 188 19 0.00 80 3.5 6 0.25 0.00 0.25 1.94 0.30 0.57 43 263 13 0.06 109 4.0 7 0.52 0.00 0.52 1.74 0.48 1.19 104 263 50 0.26 198 4.5 7 0.84 0.52 0.32 1.33 0.45 0.74 65 366 29 0.40 375 5.0 7 1.47 0.84 0.63 0.20 0.72 1.44 126 431 92 1.13 956 5.5 7 ERR 1.47 ERR ERR ERR ERR ERR 557 ERR ERR ERR 6.0 10 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 6.5 10 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 7.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 7.5 12 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 8.0 12 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 8.5 10 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 9.0 10 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 9.5 10 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 10.0 10 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR Z 10.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR EFP = 35 EFP = 50 EFP = 85 Resulting Moment Msoil - Mresist = DepthMsoilVsoilMsoil VsoilMsoil Vsoil EFP = EFP = EFP = 35 50 85 pct baT 1 6 18 8 25 14 43 1 57 0 (0 59 65 2 47 70 67 100 113 170 2 200220 267 3 157 157 225 225 382 382 3 396 464 621 3.5 250 214 357 306 607 521 3.5 550 657 907 ' 4 373 280 533 400 907 680 4 661 821 1195 4.5 532 354 759 506 1291 861 4.5 708 I 936 1467 5 729 438 1042 625 1771 1063 5 380 692 1421 5.5 971 529 1386 756 2357 1286 5.5 ERR ERR ERR 6 1260 630 1800 900 3060 1530 6 ERR ERR ERR 6.5 1602 739 2289 1056 3891 1796 6.5 ERR ERR ERR 7 2001 857 2858 1225 4859 2082 7 ERR ERR ERR 7.5 2461 984 3516 1406 5977 2391 7.5 ERR ERR ERR 8 2987 1120 4267 1600 7253 2720 8 ERR ERR ERR 8.5 3582 1264 5118 1806 8700 3071 8.5 ERR ERR ERR 9 4252 1417 6075 2025 10327 3442 9 ERR ERR ERR 9.5 5001 1579 7145 2256 12146 3836 9.5 ERR ERR ERR 10 5833 1750 8333 2500 14167 4250 10 ERR ERR ERR 10.5 6753 1929 9647 2756 16400 4686 10.5 ERR ERR ERR 11 7764 2117.11092 3025 18856 5142 11 ERR ERR ERR 11.5 8872 2314 12674 3306 21546 5621 11.5 ERR ERR ERR �,,. ■, NEIL O. ANDERSON & ASSOC., INC. PROJECT: ST�Na►2D Pool ��- � 4 's 8026 Lorraine Ave., Suite 214 Drawn By: N• 14HbCcfu«N Scale /Y/4 e Stockton, California •s o c� (209) 472.1091 Dater f Z Page _3_of 3 oao R (f t ) = 2 /06P 7-,,-/ S. o FAP S�•�/Na/1w.gL S�u.�E D (ft) = 3 f h,ft t,in al,p al,t al,s x,p x,m,s L Wt,s Wt,s,tM,s x,m,p M,t 0.00 2.00 0 1.0 9 0.00 0.00 0.00 2.00 0.38 1.00 113 0 42 0.00 42 2.0 6 0.00 0.00 0.00 2.00 0.25 1.00 75 113 19 0.00 61 3.0 6 0.00 0.00 0.00 2.00 0.25 1.00 75 188 19 0.00 80 3.5 7 0.25 0.00 0.25 1.94 0.34 0.58 51 263 17 0.06 113 4.0 8 0.52 0.00 0.52 1.74 0.52 1.21 121 263 63 0.26 211 4.5 9 0.84 0.52 0.32 1.33 0.51 0.77 86 383 44 0.40 410 5.0 9 1.47 0.84 0.63 0.20 0.76 1.50 168 470 128 1.13 1070 5.5 9 ERR 1.47 ERR ERR ERR ERR ERR 638 ERR ERR ERR 6.0 10 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 6.5 10 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 7.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 7.5 12 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 8.0 12 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 8.5 10 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 9.0 10 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 9.5 10 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 10.0 10 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 10.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR EFP = 35 EFP = 50 EFP = 85 Resulting Moment Msoil - Mresist = DepthMsoilVsoilMsoil VsoilMsoil Vsoil EFP = EFP = EFP = 35 50 85 Air 4.- 1 6 18 8 25 14 43 1 57 59 0 (o 65 2 47 70 67 100 113 170 2 200 220 I 267 3 157 157 225 225 382 382 3 396 464 621 3.5 250 214 357 306 607 521 3.5 545 653 7 903 4 373 280 533 400 907 680 4 648 808 3 1182 4.5 532 354 759 506 1291 861 4.5 673 900 11432 5 729 438 1042 625 1771 1063 5 265 577 1307 5.5 971 529 1386 756 2357 1286 5.5 ERR ERR ERR 6 1260 630 1800 900 3060 1530 6 ERR ERR ERR 6.5 1602 739 2289 1056 3891 1796 6.5 ERR ERR ERR 7 2001 857 2858 1225 4859 2082 7 ERR ERR ERR 7.5 2461 984 3516 1406 5977 2391 7.5 ERR ERR ERR 8 2987 1120 4267 1600 7253 2720 8 ERR ERR ERR 8.5 3582 1264 5118 1806 8700 3071 8.5 ERR ERR ERR 9 4252 1417 6075 2025 10327 3442 9 ERR ERR ERR 9.5 5001 1579 7145 2256 12146 3836 9.5 ERR ERR ERR 10 5833 1750 8333 2500 14167 4250 10 ERR ERR ERR 10.5 6753 1929 9647 2756 16400 4686 10.5 ERR ERR ERR 11 7764 2117 11092 3025 18856 5142 11 ERR ERR ERR 11.5 8872 231412674 3306 21546 5621 11.5 ERR ERR ERR +oo R,o NEIL O. ANDERSON &.ASSOC., INC. ti > 8026 Lorraine Ave., Suite 214 o Stockton, California +10 c� (209) 472-1091 PROJECT: P& -v- «ct. Drawn By._Z! , ANoF�cyy Scale N 4 Date: q -j! -1 Z Page of 31 Boa R (ft) = 2 9E-rN 5,0" Ex D (ft) = 3 h,ft t,in al,p al,t al,s x,p x,m,s L Wt,'s Wt,s,tM,s x,m,p M,t 0.00 2.00 0 1.0 9 0.00 0.00 0.00 2.00 0.38 1.00 113 0 42 0.00 42 2.0 7 0.00 0.00 0.00 2.00 0.29 1.00 87 113 26 0.00 68 3.0 7 0.00 0.00 0.00 2.00 0.29 1.00 87 200 26 0.00 93 3.5 7 0.25 0.00 0.25 1.94 0.34 0.58 51 287 17 0.06 129 4.0 7 0.52 0.00 0.52 1.74 0.48 1.19 104 287 50 0.26 218 4.5 7 0.84 0.52 0.32 1.33 0.45 0.74 65 391 29 0.40 405 5.0 7 1.47 0.84 0.63 0.20 0.72 1.44 126 456 92 1.13 1014 5.5 7 ERR 1.47 ERR ERR ERR ERR ERR 582 ERR ERR ERR 6.0 10 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 6.5 10 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 7.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 7.5 12 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 8.0 12 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR I 8.5 10 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 9.0 10 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 9.5 10 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 10.0 10 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ! 10.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR i 11.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR EFP = 35 EFP = 50 EFP = 85 Resulting Moment Msoil - Mresist = DepthMsoilVsoilMsoil VsoilMsoil Vsoil EFP = EFP = EFP = 35 50 85 AL'' - 1 6 18 8 25 14 43 1 57 59 65 1 7 2 47 70 67 100 113 170 2 193 213 260 3 157 157 225 225 382 382 3 382 450 607 3.5 250 214 357 306 607 521 3.5 530 638 888 4 373 280 533 400 907 680 4 641 801 1174 4.5 532 354 759 506 1291 861 4.5 678 905 1437 5 729 438 1042 625 1771 1063 5 321 634 1363 5.5 971 529 1386 756 2357 1286 5.5 ERR ERR ERR 6 1260 630 1800 900 3060 1530 6 ERR ERR ERR 6.5 1602 739 2289 1056 3891 1796 6.5 ERR ERR ERR 7 2001 857 2858 1225 4859 2082 7 ERR ERR ERR 7.5 2461 984 3516 1406 5977 2391 7.5 ERR ERR ERR 8 2987 1120 4267 1600 7253 2720 8 ERR ERR ERR 8.5 3582 1264 5118 1806 8700 3071 8.5 ERR ERR ERR 9 4252 1417 6075 2025 10327 3442 9 ERR ERR ERR 9.5 5001 1579 7145 2256 12146 3836 9.5 ERR ERR ERR 10 5833 1750 8333 2500 14167 4250 10 ERR ERR ERR 10.5 6753 1929 9647 2756 16400 4686 10.5 ERR ERR ERR 11 7764 2117 11092 3025 18856 5142 11 ERR ERR ERR 11.5 8872 2314 12674 3306 21546 5621 11.5 ERR ERR ERR NEIL O. ANDERSON & ASSOC, INC. PROJECT: 570--eo,gz7 /.2OmL 4f eX. ti > 8028 Lorraine Ave., Suite 214 Drawn By: /I. AV0" ,-,4 Scale s � e Stockton, Califomia +s o V (209) 472-1091 Date: yZ 2 A s Page /rof-IL h,ft t,in R (ft) = D (ft) = al,p al,t 3 3 al,s ,)EiOiff x,p x,m,s L.y L Wt,s Wt,s,tM,s x,m,p M,t 0.00 3.00 0 1.0 9 0.00 0.00 0.00 3.00 0.38 1..00 113 0 42 0.00 42 2.0 6 0.00 0.00 0.00 3.00 0.25 1.00 75 113 19 0.00 61 3.0 6 0.00 0.00 0.00 3.00 0.25 1.00 75 188 19 0.00 80 3.5 7 0.17 0.00 0.17 2.96 0.32 0.55 48 263 16 0.04 106 4.0 7 0.34 0.00 0.34 2.83 0.42 1.12 98 263 41 0.17 165 4.5 8 0.52 0.34 0.18 2.60 0.43 0.61 61 360 26 0.23 275 5.0 8 0.73 0.52 0.21 2.24 0.46 0.69 69 422 32 0.36 459 5.5 8 0.99 0.73 0.26 1.66 0.52 0.85 85 490 45 0.58 787 ;» 6.0 8 1.57 0.99 0.59 0.00 0.96 1.95 195 575 188 1.66 1929 6.5 10 ERR 1.57 ERR ERR ERR ERR ERR 771 ERR ERR ERR - 7.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR �x» 7.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR "22 8.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR - 8.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR -- 9.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 9.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 10.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 10.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR EFP = 35 EFP = 50 EFP = 85 Resulting Moment Msoil - Mresist = DepthMsoilVsoilMsoil VsoilMsoil Vsoil EFP = EFP = EFP = 35 50 85 'art 4X 1 6 18 8 25 14 43 1 57 v 6 59 65 2 47 70 67 100 113 170 2 200 220 267 3 157 157 225 225 382 382 3 396 I 464 621 3.5 250 214 357 306 607 521 3.5 553 j 660 910 4 373 280 533 400 907 680 4 694 854 1227 4.5 532 354 759 506 1291 861 4.5 808 $ 1036 1567 5 729 438 1042 625 1771 1063 5 876 1189 1918 5.5 971 529 1386 756 2357 1286 5.5 836 I 1252 2222 6 1260 630 1800 900 3060 1530 6 22 562 1822 6.5 1602 739 2289 1056 3891 1796 6.5 ERR ERR ERR 7 2001 857 2858 1225 4859 2082 7 ERR ERR ERR 7.5 2461 984 3516 1406 5977 2391 7.5 ERR ERR ERR ' 8 2987 1120 4267 1600 7253 2720 8 ERR ERR ERR 8.5 3582 1264 5118 1806 8700 3071 8.5 ERR ERR ERR 9 4252 1417 6075 2025 10327 3442 9 ERR ERR ERR 9.5 5001 1579 7145 2256 12146 3836 9.5 ERR ERR ERR 10 5833 1750 8333 2500 14167 4250 10 ERR ERR ERR 10.5 6753 1929 9647 2756 16400 4686 10.5 ERR ERR ERR 11 7764 2117 11092 3025 18856 5142 11 ERR ERR ERR 11.5 8872 2314 12674 3306 21546 5621 11.5 ERR ERR ERR roe s,NEIL O. ANDERSON & ASSOC., INC. PROJECT: x;7.0 a4a p Poor. Gac�. jai8026 Lorraine Ave., Suite 214 Drawn By: /I/ NN4T�Su�/ ScalStockton, o c California'+s (209) 472-1091 Date: 7 Z y 92 Page 1�o of�� v R (ft) = 3. 19E&r14 G,vNL D (ft) = 3 h,ft t,in al,p al,t al,s x,p x,m,s L Wt,s Wt,s,tM,s x,m,p M,t 0.00 3.00 0 1.0 9 0.00 0.00 0.00 3.00 0.38 1.00 113 0 42 0.00 42 2.0 6 0.00 0.00 0.00 3.00 0.25 1.00 75 113 19 0.00 61 3.0 7 0.00 0.00 0.00 3.00 0.29 1.00 87 188 26 0.00 86 3.5 7 0.17 0.00 0.17 2.96 0.32 0.55 48 275 16 0.04 114 4.0 7 0.34 0.00 0.34 2.83 0.42 1.12 98 275 41 0.17 174 4.5 7 0.52 0.34 0.18 2.60 0.39 0.60 53 373 21 0.23 281 5.0 7 0.73 0.52 0.21 2.24 0.43 0.68 59 426 26 0.36 461 5.5 7 0.99 0.73 0.26 1.66 0.50 0.84 74 485 36 0.58 777 jos 6.0 7 1.57 0.99 0.59 0.00 0.95 1.93 169 559 160 1.66 1864 6.5 10 ERR 1.57 ERR ERR ERR ERR ERR 727 ERR ERR ERR 7.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR o0 7.5 11 ERR ERR ERR ERR ERR ERR. ERR ERR ERR ERR ERR 8.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 8.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 9.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 9.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 10.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ? 10.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR EFP = 35 EFP = 50 EFP = 85 Resulting Moment Msoil - Mresist = DepthMsoilVsoilMsoil VsoilMsoil Vsoil EFP = EFP = EFP = 35 50 85 acT 4Rr 1 6 18 8 25 14 43 1 57 59 G 6 65 2 47 70 67 100 113 170 2 200 220 1 1 267 3 157 157 225 225 382 382 3 389 457 1 -7 614 3.5 250 214 357 306 607 521 3.5 545 653 903 4 373 280 533 400 907 680 4 685 845 1218 4.5 532 354 759 506 1291 861 4.5 802 1030 1561 5 729 438 1042 625 1771 1063 5 875 1187 1916 5.5 971 529 1386 756 2357 1286 5.5 845 1261 2232 6 1260 630 1800 900 3060 1530 6 87 627 1887 6.5 1602 739 2289 1056 3891 1796 6.5 ERR ERR ERR 7 2001 857 2858 1225 4859 2082 7 ERR ERR ERR 7.5 2461 984 3516 1406 5977 2391 7.5 ERR ERR ERR 8 2987 1120 4267 1600 7253 2720 8 ERR ERR ERR 8.5 3582 1264 5118 1806 8700 3071 8.5 ERR ERR ERR 9 4252 1417 6075 2025 10327 3442 9 ERR ERR ERR 9.5 5001 1579 7145 2256 12146 3836 9.5 ERR ERR ERR 10 5833 1750 8333 2500 14167 4250 10 ERR ERR ERR 10.5 6753 1929 9647 2756 16400 4686 10.5 ERR ERR ERR 11 7764 2117 11092 3025 18856 5142 11 ERR ERR ERR 11.5 8872 2314 12674 3306 21546 5621 11.5 ERR ERR ERR +9BRJO NEIL O. ANDERSON A ASSOC.,.INC. PROJECT: 5MA1OntA /vDaL 'i • s 8026 Lorraine Ave., Suite 214 Drawn By- /� �ido�2Sd•,/ Scale /V e Stockton, California �= s o c", (209) 472-1091 Date: Page 7 of�L coo 000 h,ft t,in R (f t ) = D (ft) = al,p al,t 3' 3 al,s x,p x,m,s L Wt,s Wt,s,tM,s x,m,p M,t 1 57 0.00 2 47 3.00 67 100 113 170 2 193 0 1.0 9 0.00 0.00 0.00 3.00 0.38 1.00 113 0 42 0.00 42 2.0 7 0.00 0.00 0.00 3.00 0.29 1.00 87 113 26 0.00 68 3.0 8 0.00' 0.00 0.00 3.00 0.33 1.00 100 200 33 0.00 101 3.5 8 0.17 0.00 0.17 2.96 0.36 0.56 56 300 20 0.04 134 4.0 8 0.34 0.00 0.34 2.83 0.46 1.13 113 300 52 0.17 204 4.5 9 0.52 0.34 0.18 2.60 0.47 0.62 70 413 33 0.23 332 5.0 9 0.73 0.52 0.21 2.24 0.50 0.70 78 483 39 0.36 546 5.5 9 0.99 0.73 0.26 1.66 0.55 0.86 97 561 53 0.58 924 6.0 9 1.57 0.99 0.59 0.00 0.97 1.98 222 658 217 1.66 2232 6.5 9 ERR 1.57 ERR ERR ERR ERR ERR 881 ERR ERR ERR 7.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 7.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 8.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 8.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 9.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 9.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 10.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 10.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR EFP = 35 EFP = 50 EFP = 85 Resulting Moment Msoil - Mresist = DepthMsoilVsoilMsoil VsoilMsoil Vsoil EFP = EFP = EFP = 35 50 85 1 6 18 8 25 14 43 1 57 59 2 47 70 67 100 113 170 2 193 213 3 157 157 225 225 382 382 3 375 442 3.5 250 214 357 306 607 521 3.5 525 632 4 373 280 533 400 907 680 4 655 815 4.5 532 354 759 506 1291 861 4.5 751 979 5 729 438 1042 625 1771 1063 5 789 1102 5.5 971 529 1386 756 2357 1286 5.5 699 1115 6 1260 630 1800 900 3060 1530 6 -280 260 6.5 1602 739 2289 1056 3891 1796 6.5 ERR ERR 7 2001 857 2858 1225 4859 2082 7 ERR ERR 7.5 2461 984 3516 1406 5977 2391 7.5 ERR ERR 8 2987 1120 4267 1600 7253 2720 8 ERR ERR 8.5 3582 1264 5118 1806 8700 3071 8.5 ERR ERR 9 4252 1417 6075 2025 10327 3442 9 ERR ERR 9.5 5001 1579 7145 2256 12146 3836 9.5 ERR ERR 10 5833 1750 8333 2500 14167 4250 10 ERR ERR 10.5 6753 1929 9647 2756 16400 4686 10.5 ERR ERR 11 7764 2117 11092 3025 18856 5142 11 ERR ERR 11.5 8872 2314 12674 3306 21546 5621 11.5 ERR ERR NEI: O. ANDERSON A ASSOC.,'INC. s 8026 Lorraine Ave., Suits 214 o Stockton, Calffomia so (209) 472-1091 har C.Ar 6575- -,' 260 I 600 882 ' 1188 1510 1831 2086 1520 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR PROJECT: ST�.,/p�e-D �o� G•<Lt Drawn By: Scale �T Data: 1V 2 t 1* 2 Page /SK of 31 R ( f t) = 4 DLnow 7. /1a2M1;j_ SviL. o D '(f t) = 3 h,ft t,in al,p al,t al,s x,p x,m,s L Wt,s Wt,s,tM,s x,m,p M,t 0.00 4.00 0 1.0 9 0.00 0.00-0.00 4.00 0.38 1.00 113 0 42 0.00 42 2.0 6 0.00 0.00 0.00 4.00 0.25 1.00 75 113 19 0.00 61 3.0 6 0.00 0.00 0.00 4.00 0.25 1.00 75 188 19 0.00 80 3.5 6 0.13 0.00 0.13 3.97 0.27 0.53 40 263 11 0.03 99 4.0 6 0.25 0.00 0.25 3.87 0.34 1.07 81 263 28 0.13 141 4.5 6 0.38 0.25 0.13 3.71 0.33 0.56 42 343 14 0.16 211 5.0 6 0.52 0.38 0.14 3.46 0.36 0.59 44 385 16 0.24 321 5.5 6 0.68 0.52 0.15 3.12 0.39 0.64 48 429 19 0.34 486 6.0 6 0.85 0.68 0.17 2.65 0.43 0.73 55 478 24 0.48 738 oa„ 6.5 6 1.07 0.85 0.22 1.94 0.51 0.92 69 533 35 0.71 1151 WWW 7.0 6 1.57 1.07 0.50 0.00 1.06 2.14 161 602 171 1.93 2486 N� 7.5 6 ERR 1:57 ERR ERR ERR ERR ERR 763 ERR ERR ERR goo 8.0 6 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 8.5 6 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 9.0 6 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 9.5 6 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 10.0 6 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR Z 10.5 6 ERR ERR ERR ERR ERR ERR ERR ERR ERR. ERR ERR 11.0 6 ERR ERR, ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.5 6 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR EFP = 35 EFP = 50 EFP = 85 Resulting Moment Msoil - Mresist = DepthMsoilVsoilMsoil VsoilMsoil Vsoil EFP = EFP = EFP = 35 50 85 Air 42r 1 6 18 8 25 14 43 1 25 U 0 28 34 2 47 70 67 100 113 170 2 124 I 144 191 3 157 157 225 225 382 382 3 280 347 505 3.5 250 214 357 306 607 521 3.5 407 I 514 764 4 373 280 533 400 907 680 4 534 694 1067 4.5 532 354 759 506 1291 861 4.5 659 887 1419 5 729 438 1042 625 1771 1063 5 779 1091 1820 5.5 971 529 1386 756 2357 1286 5.5 881 1297 2267 6 1260 630 1800 900 3060 1530 6 941 1481 2741 6.5 1602 739 2289 1056 3891 1796 6.5 888 1574 3176 7 2001 857 2858 1225 4859 2082 7 -33 825 2825 7.5 2461 984 3516 1406 5977 2391. 7.5 ERR ERR ERR 8 2987 1120 4267 1600 7253 2720 8 ERR ERR ERR 8.5 3582 1264 5118 1806 8700 3071 8.5 ERR ERR ERR •9 4252 1417' 6075 2025 10327 3442 9 ERR ERR ERR 9.5 5001 1579- 7-Y45:--2256 12146 3836-- -9.5 ERR - - -ERR ERR 10 5833 1750 8333:2500 14167. 4250 10 ERR -. ERR ERR 10.5 6753 1929 9647;2756 16400 4686 10.5 ERR ERR ERR 11 7764 2117 11091 3025 18856 5142 11 ERR ERR ERR 11.5 8872 2314 12674 3306 21546 5621 11.5 ERR ERR ERR moo.. f NEIL O. ANDERSON & ASSOC., INC. PROJECT: SIr,6404'4D 11000L CCL L. _ 8026 Lorraine Ave., Suite 214 Drawn By- t 1l Scale N�/0 oA.Stockton.. California (209)!4721091 Pase�of .......... R ( f t) = 4 p PT/a 'Z. U ve So i o2 ^10 zm j D(ft) = 3 S v �� ryf fL : 5 L-vp[ r h,ft t,in al,p al,t al,s x,p x,m,s L Wt,s Wt,s,tM,s x,m,p M,t 0.00 4.00 0 1.0 9 0.00 0.00 0.00 4.00 0.38 1.00 113 0 42 0.00 42 2.0 6 0.00 0.00 0.00 4.00 0.25 1.00 75 113 19 0.00 61 3.0 6 0.00 0.00 0.00 4.00 0.25 1.00 75 188 19 0.00 80 3.5 7 0.13 0.00 0.13 3.97 0.31 0.54 47 263 15 0.03 103 4.0 7 0.25 0.00 0.25 3.87 0.38 1.08 95 263 36 0.13 150 4.5 7 0.38 0.25 0.13 3.71 0.37 0.57 49 357 18 0.16 227 5.0 7 0.52 0.38 0.14 3.46 0.39 0.60 52 407 21 0.24 346 5.5 7 0.68 0.52 0.15 3.12 0.42 0.65 57 459 24 0.34 527 6.0 7 0.85 0.68 0.17 2.65 0.46 0.74 65 516 30 0.48 803 6.5 7 1.07 0.85 0.22 1.94 0.54 0.93 82 581 44 0.71 1259 7.0 7 1.57 1.07 0.50 0.00 1.07 2.17 190 663 203 1.93 2743 7.5 7 ERR 1.57 ERR ERR ERR ERR ERR 852 ERR ERR ERR 8.0 7 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 8.5 7 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 9.0 7 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 9.5 7 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 10.0 7 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 10.5 7 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.0 7 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.5 7 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR EFP = 35 EFP = 50 EFP = 85 Resulting Moment Msoil - Mresist = DepthMsoilVsoilMsoil VsoilMsoil Vsoil EFP = EFP = EFP = 35 50 ALT 85 1 6 18 8 25 14 43 1 25 28 0 b 34 2 47 70 67 100 113 170 2 124 144 I I 191 3 157 157 225 225 382 382 3 280 347 505 3.5 250 214 357 306 607 521 3.5 403 510 1 "7 760 4 373 280 533 400 907 680 4 525 685 1058 4.5 532 354 759 506 1291 861 4.5 644 871 1403 5 729 438 1042 625 1771 1063 5 753 1065 1795 5.5 971 529 1386 756 2357 1286 5.5 840 1255 2226 6 1260 630 1800 900 3060 1530 6 875 1415 2675 6.5 1602 739 2289 1056 3891 1796 6.5 780 1466 3068 7 2001 857 2858 1225 4859 2082 7 -290 567 2568 7.5 2461 984 3516 1406 5977 2391 7.5 ERR ERR ERR 8 2987 1120 4267 1600 7253 2720 8 ERR ERR ERR 8.5 3582 1264 5118 1806 8700 3071 8.5 ERR ERR ERR 9 4252 1417 6075 2025 10327 3442 9 ERR ERR ERR 9.5 5001 1579 71.45 2256 12146 3836. 9.5 ERR ERR ERR 10 5833 1750 8333 2500 14167 4250 10 ERR ERR ERR 10.5 6753 1929 9647 2756 16400 4686 10.5 ERR ERR ERR 11 7764 2117 11092 3025 18856 5142 11 ERR ERR ERR 11.5 8872 2314 12674 3306 21546 5621 11.5 ERR ERR ERR Boa Its NEIL O. ANDERSON & ASSOC., INC. •fr > 8026 Lorraine Ave., Suite 214 o �� Stockton, California f s o o� (209) 472-1091 PROJECT: STq,.i�� Aa,_� AWL Drawn By: N 04-10M i a-0 Scale r►' ra Date: /b f Az Page 20 of -y- i `�t o R (ft) = -4 R6,rg -Te)' 2:1 51-yof: D (ft) = 3 h,ft t,in al,p al,t al,s x,p x,m,s L Wt,s Wt,s,tM,s x,m,p M,t 0.00 4.00 0 1.0 9 0.00 0.00 0.00 4.00 0.38 1..00 113 0 42 0.00 42 2.0 7 0.00 0.00 0.00 4.00 0.29 1.00 87 113 26 0.00 68 3.0 7 0.00 0.00 0.00 4.00 0.29 1.00 87 200 26 0.00 93 3.5 8 0.13 0.00 0.13 3.97 0.36 0.54 54 287 19 0.03 122 4.0 8 0.25 0.00 0.25 3.87 0.43 1.09 109 287 47 0.13 176 4.5 8 0.38 0.25 0.13 3.71 0.41 0.57 57 397 23 0.16 265 5.0 10 0.52 0.38 0.14 3.46 0.51 0.61 77 454 39 0.24 415 5.5 10 0.68 0.52 0.15 3.12 0.52 0.67 84 531 44 0.34 640 6.0 11 0.85 0.68 0.17 2.65 0.58 0.77 106 615 62 0.48 994 6.5 11 1.07 0.85 0.22 1.94 0.63 0.97 133 721 84 0.71 1590 7.0 11 1.57 1.07 0.50 0.00 1.11 2.25 309 854 344 1.93 3585 7.5 11 ERR T.57 ERR ERR ERR ERR ERR 1163 ERR ERR ERR 8.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 8.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 9.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 9.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 10.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 10.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR EFP = 35 EFP = 50 EFP = 85 Resulting Moment Msoil - Mresist = DepthMsoilVsoilMsoil VsoilMsoil Vsoil EFP = EFP = EFP = 35 50 85 1 6 18 8 25 14 43 1 25 28 34 2 47 70 67 100 113 170 2 118 138 184 3 157 157 225 225 382 382 3 266 334 491 3.5 250 214 357 306 607 521 3.5 384 491 742 4 373 280 533 400 907 680 4 498 658 1031 4.5 532 354 759 506 1291 861 4.5 605 833 1365 5 729 438 1042 625 1771 1063 5 685 997 1726 5.5 971 529 1386 756 2357 1286 5.5 727 1143 2113 6 1260 630 1800 900 3060 1530 6 684 1224 2484 6.5 1602 739 2289 1056 3891 1796 6.5 449 1135 2737 7 2001 857 2858 1225 4859 2082 7 ***** -275 1726 7.5 2461 984 3516 1406 5977 2391 7.5 ERR ERR ERR 8 2987 1120 4267 1600 7253 2720 8 ERR ERR ERR 8.5 3582 1264 5118 1806 8700 3071 8.5 ERR ERR ERR 9 4252 1417 6075 2025 10327 3442 9 ERR ERR ERR 9.5 5001 1579 7145 2256 12146 3836--9.5 ERR ERR ERR 10 5833 1750 8333 2500 14167 4250 10 ERR ERR ERR 10.5 6753 1929 9647-2756 16400 4686 10.5 ERR ERR ERR 11 7764 2117 11092 3025 18856 5142 11 ERR ERR ERR 11.5 8872 2314 12674 3306 21546 5621 11.5 ERR ERR ERR 2 R $ NEIL O. ANDERSON & ASSOC., INC. PROJECT: 5 -r4 ,0,4j � A&p t- GAiL. �q ti _ 8026 Lorraine Ave., Suite 214 Drawn By /1/ 4'�o�RSe�-i �8 w'4 o Stockton, California +a 0C% � (209) 472-1091 Date: b142 Page_jL_of 3 / 000 R (ft) = 5 DE�°7M �, J , ��W�•w4-L So � c. D (ft) = 3 h,ft t,in al,p al,t al,s x,p x,m,s L Wt,s Wt,s,tM,s x,m,p M,t EFP = 35 EFP = 50 EFP = 85 Resulting Moment Msoil - Mresist = DepthMsoilVsoilMsoil VsoilMsoil Vsoil EFP = EFP = 35 50 1 6 0.00 8 25 5.00 43 1 57 2 47 70 0 1.0 9 0.00 0.00 0.00 5.00 0.38 1.00 113 0 42 0.00 42 2.0 6 0.00 0.00 0.00 5.00 0.25 1.00 75 113 19 0.00 61 3.0 7 0.00 0.00 0.00 5.00 0.29 1.00 87 188 26 0.00 86 3.5 7 0.10 0.00 0.10 4.97 0.31 0.53 46 275 14 0.03 108 4.0 7 0.20 0.00 0.20 4.90 0.37 1.07 93 275 34 0.10 148 4.5 7 0.30 0.20 0.10 4.77 0.35 0.55 48 368 17 0.13 213 5.0 7 0.41 0.30 0.11 4.58 0.37 0.57 49 416 18 0.19 309 5.5 7 0.52 0.41 0.11 4.33 0.39 0.59 52 466 20 0.25 447 6.0 7 0.64 0.52 0.12 4.00 0.42 0.63 56 517 23 0.33 641 6.5 7 0.78 0.64 0.13 3.57 0.44 0.70 61 573 27 0.43 914 7.0 7 0.93 0.78 0.15 3.00 0.49 0.80 70 634 34 0.57 1310 7.5 7 1.12 0.93 0.19 2.18 0.57 1.02 89 704 51 0.82 1939 8.0 7 1.57 1.12 0.45 0.01 1.18 2.38 208 793 245 2.17 3906 8.5 7 ERR 1.57 ERR ERR ERR ERR ERR 1001 ERR ERR ERR 9.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 9.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 10.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 10.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR EFP = 35 EFP = 50 EFP = 85 Resulting Moment Msoil - Mresist = DepthMsoilVsoilMsoil VsoilMsoil Vsoil EFP = EFP = 35 50 1 6 18 8 25 14 43 1 57 2 47 70 67 100 113 170 2 200 3 157 157 225 225 382 382 3 389 3.5 250 214 357 306 607 521 3.5 551 4 373 280 533 400 907 680 4 711 4.5 532 354 759 506 1291 861 4.5 870 5 729 438 1042 625 1771 1063 5 1026 5.5 971 529 1386 756 2357 1286 5.5 1176 6 1260 630 1800 900 3060 1530 6 1310 6.5 1602 739 2289 1056 3891 1796 6.5 1412 7 2001 857 2858 1225 4859 2082 7 1443 7.5 2461 984 3516 1406 5977 2391 7.5 1298 8 2987 1120 4267 1600 7253 2720 8 -123 8.5 3582 1264 5118 1806 8700 3071 8.5 ERR 9 4252 1417 6075 2025 10327 3442 9 ERR 9.5 5001 1579 7145 2256 12146 3836 9.5 ERR 10 5833 1750 8333 2500 14167 4250 10 ERR 10.5 6753 1929 9647 2756 16400 4686 10.5 ERR 11 7764 2117 11092 3025 18856 5142 11 ERR 11.5 8872 2314 12674 3306 21546 5621 11.5 ERR NEIL O. ANDERSON & ASSOC., INC. 8026 Lorraine Ave., Suke 214 Stockton, California (209) 472-1091 59 220 457 658 871 1098 1339 1592 1850 2098 2300 2352 1157 ERR ERR ERR ERR ERR ERR ERR EFP = 85 65 267 614 908 1244 1629 2068 2562 3110 3700 4301 4813 4144 ERR ERR ERR ERR ERR ERR ERR PROJECT: �STA�op Pov, c ,vcc . Drawn By: // Scale Date: CIA L�., z Page 2Z of 31 R (ft) = 5 . 0 5 �C p D (ft) = 3 h,ft t,in al,p al,t al,s x,p x,m,s L Wt,s Wt,s,tM,s x,m,p M,t 0.00 5.00 0 1.0 9 0.00 0.00 0.00 5.00 0.38 1.00 113 0 42 0.00 42 2.0 7 0.00 0.00 0.00 5.00 0.29 1.00 87 113 26 0.00 68 3.0 8 0.00 0.00 0.00 5.00 0.33 1.00 100 200 33 0.00 101 3.5 8 0.10 0.00 0.10 4.97 0.35 0.53 53 300 19 0.03 127 4.0 8 0.20 0.00 0.20 4.90 0.41 1.07 107 300 44 0.10 175 4.5 8 0.30 0.20 0.10 4.77 0.39 0.55 55 407 22 0.13 249 5.0 9 0.41 0.30 0.11 4.58 0.45 0.57 65 463 29 0.19 365 5.5 9 0.52 0.41 0.11 4.33 0.47 0.60 68 527 32 0.25 530 Boa 6.0 9 0.64 0.52 0.12 4.00 0.49 0.64 73 595 35 0.33 762 6.5 9 0.78 0.64 0.13 3.57 0.51 0.71 80 667 40 0.43 1089 - 7.0 9 0.93 0.78 0.15 3.00 0.54 0.82 92 747 50 0.57 1565 "o0 7.5 9 1.12 0.93 0.19 2.18 0.62 1.03 116 839 72 0.82 2325 �^ 8.0 9 1.57 1.12 0.45 0.01 1..20 2.41 272 955 325 2.17 4723 8.5 9 ERR 1.57 ERR ERR ERR ERR ERR 1227 ERR ERR ERR 9.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 9.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 10.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 10.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR EFP = 35 EFP = 50 EFP.= 85 Resulting Moment Msoil - Mresist = DepthMsoilVsoilMsoil VsoilMsoil Vsoil EFP = EFP = EFP = 35 50 85 4- 4Rr 1 6 18 8 25 14 43 1 57 59 o -7 65 2 47 70 67 100 113 170 2 193 213 1 260 3 157 157 225 225 382 382 3 375 442 1 8 600 3.5 250 214 357 306 607 521 3.5 532639 889 i 4 373 280 533 400 907 680 4 684 844 1218 4.5 532 354 759 506 1291 861 4.5 833 1061 1593 5 729 438 1042 625 1771 1063 5 970 1283 2012 5.5 971 529 1386 756 2357 1286 5.5 1093 1509 24.79 6 1260 630 1800 900 3060 1530 6 1190 1730 2990 6.5 1602 739 2289 1056 3891 1796 6.5 1238 1924 3526 7 2001 857 2858 1225 4859 2082 7 1188 2046 4047 7.5 2461 984 3516 1406 5977 2391 7.5 912 1967 4428 8 2987 1120 4267 1600 7253 2720 8 -939 341 3327 8.5 3582 1264 5118 1806 8700 3071 8.5 ERR ERR ERR 9 4252 1417 6075 2025 10327 3442 9 ERR ERR ERR 9.5 5001 1579 7145 2256 12146 3836 9.5 ERR ERR ERR 10 5833 1750 8333 2500 14167 4250 10.ERR ERR ERR 10.5 6753 1929 9647 2756 16400 4686 10.5 ERR ERR ERR 11 7764 2117 11092 3025 18856 5142 11 ERR ERR ERR 11.5 8872 2314 12674 3306 21546 5621 11.5 ERR ERR ERR _ NEIL O. ANDERSON & ASSOC., INC. PROJECT: 57-4-10o wn &0L C4J. G. �p4 � 4 > 8026 Lorraine Ave., Suite 214 Drawn By: /Y • /+Ni[te Scale '► Q o Stockton, California +s o i �� c, %e (209) 472-1091 Date: y/21� 2 Page-LLof-iL 2 h,ft t,in D (ft) = al,p al,t 3 al,s �EPT� 8.p; EtP So'd- w/SLv�E x,p x,m,s L Wt,s Wt,s,tM,s x,m,p M,t 0.00 5.00 1 6 18 8 25 14 0 1.0 9 0.00 0.00 0.00 5.00 0.38 1.00 113 0 42 0.00 42 2.0 7 0.00 0.00 0.00 5.00 0.29 1.00 87 113 26 0.00 68 3.0 8 0.00 0.00 0.00 5.00 0.33 1.00 100 200 33 0.00 101 3.5 8 0.10 0.00 0.10 4.97 0.35 0.53 53 300 19 0.03 127 4.0 8 0.20 0.00 0.20 4.90 0.41 1.06 106 300 43 0.10 174 4.5 8 0.30 0.20 0.10 4.77 0.39 0.55 55 406 22 0.13 248 5.0 9 0.41 0.30 0.11 4.59 0.45 0.57 65 461 29 0.19 363 5.5 9 0.52 0.41 0.11 4.34 0.47 0.60 68 526 32 0.25 526 6.0 10 0.64 0.52 0.12 4.01 0.52 0.65 81 594 42 0.33 763 6.5 10 0.77 0.64 0.13 3.58 0.54 0.71 89 675 48 0.43 1099 7.0 11 0.92 0.77 0.15 3.01 0.60 0.83 114 764 68 0.57 1600 7.5 12 1.12 0.92 0.19 2.20 0.68 1.05 158 877 107 0.81 2421 8.0 12 1.51 1.12 0.39 0.32 1..09 2.16 324 1035 354 1.88 4726 8.5 10 ERR 1.51 ERR ERR ERR ERR ERR 1359 ERR ERR ERR 9.0 10 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 9.5 10 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 10.0 10 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 10.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR EFP = 35 EFP = 50 EFP = 85 DepthMsoilVsoilMsoil VsoilMsoil Vsoil Resulting Moment Msoil - Mresist = EFP = EFP = EFP = 35 50 85 NEIL O. ANDERSON & ASSOC., INC. 8026 Lorraine Ave., Suite 214 Stockton, California (209) 472-1091 PROJECT: STS �vogit,� �duL Get c. Drawn By: /A1 ��/i't�p� Scale Date: �%/2'�-/�12 Page-2fof-uL 1 6 18 8 25 14 43 1 57 59 65 0 -7 2 47 70 67 100 113 170 2 193 213 260 1 1 3 157 157 225 225 382 382 3 375 442 600 1 3.5 250 214 357 306 607 521 3.5 532 639 889 4 373 280 533 400 907 680 4 685 845 1219 j 4.5 532 354 759 506 1291 861 4.5 835 1063 1595 5 729 438 1042 625 1771 1063 5 973 1285 2014 5.5 971 529 1386 756 2357 1286 5.5 1097 1512 2483 2 I 6 1260 630 1800 900 3060 1530 6 1188 1728 2988 to 6.5 1602 739 2289 1056 3891 1796 6.5 1227 1913 3515 7 2001 857 2858 1225 4859 2082 7 1153 2010 4011 ►I 7.5 2461 984 3516 1406 5977 2391 7.5 816 1870 4331 12 8 2987 1120 4267 1600 7253 2720 8 -943 337 3324 rZ- 8.5 3582 1264 5118 1806 8700 3071 8.5 ERR ERR ERR - 9 4252 1417 6075 2025 10327 3442 9 ERR ERR ERR 9.5 5001 1579 7145 2256 12146 3836 9.5 ERR ERR ERR 10 5833 1750 8333 2500 14167 4250 10 ERR ERR ERR 10.5 6753 1929 9647 2756 16400 4686 10.5 ERR ERR ERR 11 7764 2117 11092 3025 18856 5142 11 ERR ERR ERR 11.5 8872 2314 12674 3306 21546 5621 11.5 ERR ERR ERR NEIL O. ANDERSON & ASSOC., INC. 8026 Lorraine Ave., Suite 214 Stockton, California (209) 472-1091 PROJECT: STS �vogit,� �duL Get c. Drawn By: /A1 ��/i't�p� Scale Date: �%/2'�-/�12 Page-2fof-uL h,ft t,in R (ft) = D (ft) = al,p al,t 5 4 al,s . DE/0 T// 9.4 �n/v 2,na z Syi L x,p x,m,s L Wt,s Wt,s,tM,s x,m,p M,t 1 57 0.00 47 70 5.00 100 113 170 2 193 3 0 1.0 9 0.00 0.00 0.00 5.00 0.38 1..00 113 0 42 0.00 42 2.0 7 0.00 0.00 0.00 5.00 0.29 1.00 87 113 26 0.00 68 3.0 7 0.00 0.00 0.00 5.00 0.29 1.00 87 200 26 0.00 93 3.5 7 0.00 0.00 0.00 5.00 0.29 0.50 44 287 13 0.00 106 4.0 8 0.00 0.00 0.00 5.00 0.33 0.99 99 287 33 0.00 126 4.5 8 0'.10 0.00 0.10 4.98 0.35 0.52 52 386 18 0.02 154 5.0 8 0.20 0.10 0.10 4.90 0.37 0.54 54 439 20 0.07 207 5.5 8 0.30 0.20 0.10 4.77 0.39 0.55 55 493 22 0.13 292 6.0 8 0.41 0.30 0.11 4.59 0.41 0.57 57 548 23 0.19 417 6.5 8 0.52 0.41 0.11 4.34 0.43 0.60 60 605 26 0.25 595 7.0 9 0.64 0.52 0.12 4.01 0.49 0.64 72 665 35 0.33 848 7.5 9 0.77 0.64 0.13 3.58 0.51 0.71 80 737 40 0.43 1203 8.0 9 0.92 0.77 0.15 3.01 0..54 0.81 92 816 50 0.57 1716 8.5 9 1.12 0.92 0.19 2.20 0.62 1.03 116 908 71 0.81 2525 9.0 9 1.51 1.12 0.39 0.32 1.06 2.11 237 1024 252 1.88 4706 9.5 9 ERR 1.51 ERR ERR ERR ERR ERR 1261 ERR ERR ERR 10.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 10.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR EFP = 35 EFP = 50 EFP = 85 Resulting Moment Msoil - Mresist = DepthMsoilVsoilMsoil VsoilMsoil Vsoil EFP = EFP = 35 50 1 6 18 8 25 14 43 1 57 2 47 70 67 100 113 170 2 193 3 157 157 225 225 382 382 3 382 3.5 250 214 357 306 607 521 3.5 553 4 373 280 533 400 907 680 4 733 4.5 532 354 759 506 1291 861 4.5 929 5 729 438 1042 625 1771 1063 5 1128 5.5 971 529 1386 756 2357 1286 5.5 1331 6 1260 630 1800 900 3060 1530 6 1534 6.5 1602 739 2289 1056 3891 1796 6.5 1731 7 2001 857 2858 1225 4859 2082 7 1905 7.5 2461 984 3516 1406 5977 2391 7.5 2034 8 2987 1120 4267 1600 7253 2720 8 2068 8.5 3582 1264 5118 1806 8700 3071 8.5 1871 9 4252 1417 6075 2025 10327 3442 9 376 9.5 5001 1579 7145 2256 12146 3836 9.5 ERR 10 5833 1750 8333 2500 14167 4250 10 ERR 10.5 6753 1929 9647 2756 16400 4686 10.5 ERR 11 7764 2117 11092 3025 18856 5142 11 ERR 11.5 8872 2314 12674 3306 21546 5621 11.5 ERR NEIL O. ANDERSON & ASSOC., INC. 8026 Lorraine Ave., Suite 214 Stockton, California (209) 472-1091 Qj.c 4/LT o -7 I I I a 59 213 450 660 893 1157 1441 1747 2074 2418 2762 3089 3348 3407 2199 ERR ERR ERR ERR ERR EFP = 85 65 260 607 910 1266 1688 2170 2717 3334 4020 4763 5550 6334 6989 6451 ERR ERR ERR ERR ERR PROJECT:�1yjg Pev L e444, Drawn By: Al. 4NOE/t5d^/ Scale !! k Date: L71Z-A! Z- Page Z6 -of 3 / 2 h,ft t,in R (ft) = D (ft) = al,p al,t 5 4 al,s DGPTf/ x,p x,m,s L Wt,s Wt,s,tM,s x,m,p , Resulting Moment 0.00 5.00 Msoil - Mresist = 0 1.0 9 0.00 0.00 0.00 5.00 0.38 1.00 113 0 42 0.00 42 ' 2.0 7 0.00 0.00 0.00 5.00 0.29 1.00 87 113 26 0.00 68 3.0 7 0.00 0.00 0.00 5.00 0.29 1.00 87 200 26 0.00 93 3.5 7 0.00 0.00 0.00 5.00 0.29 0.50 44 287 13 0.00 106 4.0 8 0.00 0.00 0.00 5.00 0.33 0.99 99 287 33 0.00 126 4.5 8 0.10 0.00 0.10 4.98 0.35 0.52 52 386 18 0.02 154 5.0 9 0.20 0.10 0.10 4.90 0.41 0.54 61 439 25 0.07 212 5.5 9 0.30 0.20 0.10 4.77 0.43 0.56 62 500 27 0.13 303 6.0 9 0.41 0.30 0.11 4.59 0.45 0.57 65 562 29 0.19 437 6.5 9 0.52 0.41 0.11 4.34 0.47 0.60 68 627 32 0.25 626 7.0 10 0.64 0.52 0.12 4.01 0.52 0.65 81 695 42 0.33 896 7.5 10 0.77 0.64 0.13 3.58 0.54 0.71 89 776 48 0.43 1276 8.0 10 0.92 0.77 0.15 3.01 0..57 0.82 102 865 58 0.57 1824 8.5 10 1.12 0.92 0.19 2.20 0.64 1.04 129 967 82 0.81 2694 9.0 10 1.51 1.12 0.39 0.32 1.07 2.13 266 1097 285 1.88 5045 9.5 10 ERR 1.51 ERR ERR ERR ERR ERR 1362 ERR ERR ERR 10.0 10 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 10.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR NEIL O. ANDERSON & ASSOC., INC. 8026 Lorraine Ave., Suite 214 Stockton, California (209) 472-1091 PROJECT: ST4-.110444) /lea. C•JLC. Drawn By: W. A*ace sop-/ Scale "/ A Date: q17 2. t 2 Page -Up -of -32- EFP = 35 EFP = 50 EFP = 85 Resulting Moment Msoil - Mresist = DepthMsoilVsoilMsoil VsoilMsoil Vsoil EFP = EFP = EFP = 35 50 85 �T 1 6 18 8 25 14 43 1 57 59 v .7 65 2 47 70 67 100 113 170 2 193 213 ) 260 3 157 157 225 225 382 382 3 382 450 ( I 607 3.5 250 214 357 306 607 521 3.5 553 660 l 910 4 373 280 533 400 907 680 4 733 893 8 1266 4.5 532 354 759 506 1291 861 4.5 929 1157 1 1688 5 729 438 1042 625 1771 1063 5 1123 1436 2165 5.5 971 529 1386 756 2357 1286 5.5 1319 1735 Z 2706 6 1260 630 1800 900 3060 1530 6 1514 2054 3314 6.5 1602 739 2289 1056 3891 1796 6.5 1700 2387 3989 7 2001 857 2858 1225 4859 2082 7 1857 2714 lu 4715 7.5 2461 984 3516 1406 5977 2391 7.5 1961 3016 5477 8 2987 1120 4267 1600 7253 2720 8 1959 3239 6225 8.5 3582 1264 5118 1806 8700 3071 8.5 1703 3238 6821 9 4252 1417 6075 2025 10327 3442 9 37 1860 6112 9.5 5001 1579 7145 2256 12146 3836 9.5 ERR ERR ERR 10 5833 1750 8333 2500 14167 4250 10 ERR ERR ERR 10.5 6753 1929 9647 2756 164QO 4686 10.5 ERR ERR ERR 11 7764 2117 11092 3025 18856 5142 11 ERR -ERR ERR 11.5 8872 2314 12674 3306 21546 5621 11.5 ERR ERR ERR NEIL O. ANDERSON & ASSOC., INC. 8026 Lorraine Ave., Suite 214 Stockton, California (209) 472-1091 PROJECT: ST4-.110444) /lea. C•JLC. Drawn By: W. A*ace sop-/ Scale "/ A Date: q17 2. t 2 Page -Up -of -32- h,ft t,in R (f t ) = D (f t) = al,p al,t 5 4 al,s DEPTf-/ x,p x,m,s 9 U �, L FxP Wt,s SyL w Wt;s,tM,s x,m,p M,t 59 65 0.00 47 70 5.00 100 113 170 2 193 213 0 1.0 9 0.00 0.00 0.00 5.00 0.38 1.00 113 0 42 0.00 42 2.0 7 0.00 0.00 0.00 5.00 0.29 1.00 87 113 26 0.00 68 3.0 7 0.00 0.00 0.00 5.00 0.29 1.00 87 200 26 0.00 93 3.5 7 0.00 0.00 0.00 5.00 0.29 0.50 44 287 13 0.00 106 4.0 8 0.00 0.00 0.00 5.00 0.33 0.99 99 287 33 0.00 126 4.5 8 0.10 0.00 0.10 4.98 0.35 0.52 52 386 18 0.02 154 5.0 8 0.20 0.10 0.10 4.90 0.37 0.54 54 439 20 0.07 207 5.5 8 0.30 0.20 0.10 4.77 0.39 0.55 55 493 22 0.13 292 6.0 9 0.41 0.30 0.11 4.59 0.45 0.57 65 548 29 0.19 423 6.5 9 0.52 0.41 0.11 4.34 0.47 0.60 68 612 32 0.25 608 7.0 10 0.64. 0.52 0.12 4.01 0.52 0.65 81 680 42 0.33 874 7.5 11 0.77 0.64 0.13 3.58 0.57 0.72 99 761 56 0.43 1255 8.0 12 0.92 0.77 0.15 3.01 0.62 0.83 125 860 78 0.57 1821 8.5 13 1.12 0.920.19 ERR 2.20 0.70 1.06 172 985 121 0.81 2743 9.0 13 1.51 1.12 0.39 0.32 1.11 2.17 353 1157 391 1.88 5313 9.5 10 ERR 1.51 ERR ERR ERR ERR ERR 1510 ERR ERR ERR 10.0 10 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 10.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR EFP = 35 EFP = 50 EFP = 85 Resulting Moment Msoil - Mresist = DepthMsoilVsoilMsoil VsoilMsoil Vsoil EFP = EFP = EFP = 35 50 85 1 6 18 8 25 14 43 1 57 59 65 2 47 70 67 100 113 170 2 193 213 260 3 157 157 225 225 382 382 3 382 450 607 3.5 250 214 357 306 607 521 3.5 553 660 910 4 373 280 533 400 907 680 4 733 893 1266 4.5 532 354 759 506 1291 861 4.5 929 1157 1688 5 729 438 1042 625 1771 1063 5 1128 1441 2170 5.5 971 529 1386 756 2357 1286 5.5 1331 1747 2717 6 1260 630 1800 900 3060 1530 6 1528 2068 3328 6.5 1602 739 2289 1056 3891 1796 6.5 1718 2404 4006 7 2001 857 2858 1225 4859 2082 7 1879 2737 4738 7.5 2461 984 3516 1406 5977 2391 7.5 1982 3037 5498 8 2987 1120 4267 1600 7253 2720 8 1963 3243 6229 8.5 3582 1264 5118 1806 8700 3071 8.5 1654 3189 6772 9 4252 1417 6075 2025 10327 3442 9 -231 1592 5844 9.5 5001 1579 7145 2256 12146 3836 9.5 ERR ERR ERR 10 5833 1750 8333 2500 14167 4250 10 ERR ERR ERR 10.5 6753 1929 9647 2756 16400 4686 10.5 ERR ERR ERR 11 7764 2117 11092 3025 18856 5142 11 ERR ERR ERR 11.5 8872 2314 12674 3306 21546 5621 11.5 ERR ERR ERR a NEIL O. ANDERSON & ASSOC., INC. 8026 Lorraine Ave., Suite 214 Stockton, Caiifomia (209) 472-1091 i PROJECT: Drawn ey: Scale Date: �//-a l /A Z -Page-2 7 W33 - NEIL O. ANDERSON & ASSOC., INC. 8026 Lorraine Ave., Suite 214 Stockton, California (209) 472-1091 PROJECT:5T�9•,�Q.9�n PoOL Drawn By: ^/'ANJr4So�/ Scale Date: !�A 1A Z Page 28 o01_ h,ft t,in R (ft) = D (ft) = D al,p al,t 5- 5 al,s x,p x,m,s L Wt,s Wt,s,tM,s x,m,p M,t 0.00 5.00 0 1.0 9 0.00 0.00 0.00 5.00 0.38 1.00 113 0 42 0.00 42 2.0 7 0.00 0.00 0.00 5.00 0.29 1.00 87 113 26 0.00 68 3.0 7 0.00 0.00 0.00 5.00 0.29 1.00 87 200 26 0.00 93 3.5 7 0.00 0.00 0.00 5.00 0.29 0.50 44 287 13 0.00 106 4.0 8 0.00 0.00 0.00 5.00 0.33 0.99 99 287 33 0.00 126 4.5 8 0.00 0.00 0.00 5.00 0.33 0.50 50 386 17 0.00 143 5.0 8 0.00 0.00 0.00 5.00 0.33 0.50 50 436 17 0.00 160 5.5 8 0.10 0.00 0.10 4.98 0.35 0.52 52 486 18 0.02 190 was 6.0 8 0.20 0.10 0.10 4.90 0.37 0.54 54 539 20 0.07 250 6.5 9 0.30 0.20 0.10 4.77 0.43 0.56 62 593 27 0.13 353 - 7.0 9 0.41 0.30 0.11 4.59 0.45 0.57 65 655 29 0.19 504 joo 7.5 10 0.52 0.41 0.11 4.34 0.50 0.61 76 720 38 0.25 723 8.0 11 0.64 0.52 0.12 4.01 0.55 0.65 90 796 50 0.33 1034 8.5 11 0.77 0.64 0.13 3.58 0.57 0.72 99 885 56 0.43 1469 9.0 11 0.92 0.77 0.15 3.01 0.60 0.83 114 984 68 0.57 2095 9.5 11 1.12 0.92 0.19 2.20 0.66 1.04 144 1098 95 0.81 3082 10.0 11 1.51 1.12 0.39 0.32 1.08 2.14 294 1241 319 1.88 5740 z 10.5 11 ERR 1.51 ERR ERR ERR ERR ERR 1536 ERR ERR ERR 11.0 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.5 11 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR EFP = 35 EFP = 50 EFP = 85 Resulting Moment Msoil - Mresist = DepthMsoilVsoilMsoil VsoilMsoil Vsoil EFP = EFP = EFP = 35 50 85 4Wvr 1 6 18 8 25 14 43 1 57 0 7 59 65 2 47 70 67 100 113 170 2 193 213 260 3 157 157 225 225 382 382 3 382 I I 450 607 3.5 250 214 357 306 607 521 3.5 553 660 910 4 373 280 533 400 907 680 4 733 1 S 893 1266 4.5 532 354 759 506 1291 861 4.5 940 1168 1699 5 729 438 1042 625 1771 1063 5 1176 1488 2217 5.5 971 529 1386 756 2357 1286 5.5 1433 1849 2820 6 1260 630 1800 900 3060 1530 6 1701 2241 3501 6.5 1602 739 2289 1056 3891 1796 6.5 1973 c? 2659 4261 7 2001 857 2858 1225 4859 2082 7 2249 1 3106 5107 7.5 2461 984 3516 1406 5977 2391 7.5 2514 10 3568 6029 8 2987 1120 4267 1600 7253 2720 8 2749 11 4029 7016 8.5 3582 1264 5118 1806 8700 3071 8.5 2928 4463 8046 9 4252 1417 6075 2025 10327 3442 9 2988 4810 9063 9.5 5001 1579 7145 2256 12146 3836 9.5 2762 4906 9907 10 5833 1750 8333 2500 14167 4250 10 948 3448 9282 10.5 6753 1929 9647 2756 16400 4686 10.5 ERR ERR ERR 11 7764 2117 11092 3025 18856 5142 11 ERR ERR ERR 11.5 8872 2314 12674 3306 21546 5621 11.5 ERR ERR ERR NEIL O. ANDERSON & ASSOC., INC. 8026 Lorraine Ave., Suite 214 Stockton, California (209) 472-1091 PROJECT:5T�9•,�Q.9�n PoOL Drawn By: ^/'ANJr4So�/ Scale Date: !�A 1A Z Page 28 o01_ h,ft t,in R (f t ) = D (ft) = al,p al,t 5 5 al,s Dc`_nT�� /O, V x,p x,m,s L ESP Wt,s Sv.��iv�a•�•ts s�,•- Wt,s,tM,s x,m,p w/s.�.� M,t Resulting Moment 0.00 5.00 0 1.0 9 0.00 0.00 0.00 5.00 0.38 1..00 113 0 42 0.00 42 2.0 7 0.00 0.00 0.00 5.00 0.29 1.00 87 113 26 0.00 68 3.0 7 0.00 0.00 0.00 5.00 0.29 1.00 87 200 26 0.00 93 3.5 7 0.00 0.00 0.00 5.00 0.29 0.50 44 287 13 0.00 106 4.0 8 0.00 0.00 0.00 5.00 0.33 0.99 99 287 33 0.00 126 4.5 8 0.00 0.00 0.00 5.00 0.33 0.50 50 386 17 0.00 143 5.0 9 0.00 0.00 0.00 5.00 0.38 0.50 56 436 21 0.00 164 5.5 9 0.10 0.00 0.10 4.98 0.39 0.53 59 493 23 0.02 199 6.0 9 0.20 0.10 0.10 4.90 0.41 0.54 61 552 25 0.07 266 6.5 9 0.30 0.20 0.10 4.77 0.43 0.56 62 613 27 0.13 372 7.0 9 0.41 '0.30 0.11 4.59 0.45 0.57 65 676 29 0.19 526 7.5 10 0.52 0.41 0.11 4.34 0.50 0.61 76 740 38 0.25 750 8.0 11 0.64 0.52 0..12 4.01 0..55 0.65 90 816 50 0.33 1068 8.5 12 0.77 0.64 0.13 3.58 0.60 0.72 109 906 65 0.43 1520 9.0 12 0.92 0.77 0.15 3.01 0.62 0.83 125 1014 78 0.57 2174 9.5 12 1.12 0.92 0.19 2.20 0.68 1.05 158 1139 107 0.81 3208 10.0 12 1.51 1.12 0.39 0.32 1.09 2.16 324 1297 354 1.88 6006 10.5 12 ERR 1.51 ERR ERR ERR ERR ERR 1621 ERR ERR ERR 11.0 12 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.5 12 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR NEIL O. ANDERSON & ASSOC., INC. PROJECT: ST. -o L0.p Awe- c4 c e, 8026 Lorraine Ave., Suite 214 Drawn fay: V • /`!fit Sig►/ Scale Stockton, California (209) 472-1091 Date: �/� Z ��L Page�of_ EFP = 35 EFP = 50 EFP = 85 Resulting Moment Msoil - Mresist = DepthMsoilVsoilMsoil VsoilMsoil Vsoil EFP = EFP = EFP = 35 50 85 1 6 18 8 25 14 43 1 57 59 0 -7 65 2 47 70 67 100 113 170 2 193 213260 3 157 157 225 225 382 382 3 382 450 I I 607 3.5 250 214 357 306 607 521 3.5 553 660 g 910 4 373 280 533 400 907 680 4 733 893 1266 4.5 532 354 759 506 1291 861 4.5 940 1168 I 1699 5 729 438 1042 625 1771 1063 5 1171 1484 2213 5.5 971 529 1386 756 2357 1286 5.5 1424 1840 7- 2810 6 1260 630 1800 900 3060 1530 6 1685 2225 3485 6.5 1602 739 2289 1056 3891 1796 6.5 1954 2641 4243 7 2001 857 2858 1225 4859 2082 7 2227 3084 5085 7.5 2461 984 3516 1406 5977 2391 7.5 2486 3541 10 6002 8 2987 1120 4267 1600 7253 2720 8 2715 3995 it 6982 8.5 3582 1264 5118 1806 8700 3071 8.5 2876 4412 VL 7994 9 4252 1417 6075 2025 10327 3442 9 2908 4731 8983 9.5 5001 1579 7145 2256 12146 3836 9.5 2637 4780 I 9782 10 5833 1750 8333 2500 14167 4250 10 682 3182 9016 10.5 6753 1929 9647 2756 16400 4686 10.5 ERR ERR ERR 11 7764 2117 11092 3025 18856 5142 11 ERR ERR ERR 11.5 8872 2314 12674 3306 21546 5621 11.5 ERR ERR ERR NEIL O. ANDERSON & ASSOC., INC. PROJECT: ST. -o L0.p Awe- c4 c e, 8026 Lorraine Ave., Suite 214 Drawn fay: V • /`!fit Sig►/ Scale Stockton, California (209) 472-1091 Date: �/� Z ��L Page�of_ R (ft) = 5 D (ft) = 5 h,ft t,in al,p al,t al,s OFOWr4 io, 0 " V*P 50+` w 51. -6,0e x,p x,m,s L Wt,s Wt,s,tM,s x,m,p M,t EFP = 35 EFP = 50 EFP = 85 Resulting Moment Msoil - Mresist = DepthMsoilVsoilMsoil VsoilMsoil Vsoil EFP = EFP = EFP = 35 50 85. 1 6 0.00 8 25 5.00 43 1 57 59 65 2 0 1.0 9 0.00 0.00 0.00 5.00 0.38 1..00 113 0 42 0.00 42 2.0 7 0.00 0.00 0.00 5.00 0.29 1.00 87 113 26 0.00 68 3.0 7 0.00 0.00 0.00 5.00 0.29 1.00 87 200 26 0.00 93 3.5 7 0.00 0.00 0.00 5.00 0.29 0.50 44 287 13 0.00 106 4.0 8 0.00 0.00 0.00 5.00 0.33 0.99 99 287 33 0.00 126 4.5 8 0.00 0.00 0.00 5.00 0.33 0.50 50 386 17 0.00 143 5.0 8 0.00 0.00 0.00 5.00 0.33 0.50 50 436 17 0.00 160 5.5 9 0.10 0.00 0.10 4.98 0.39 0.53 59 486 23 0.02 195 6.0 9 0.20 0.10 0.10 4.90 0.41 0.54 61 546 25 0.07 261 6.5 10 0.30 0.20 0.10 4.77 0.47 0.56 70 607 33 0.13 372 7.0 10 0.41 0.30 0.11 4.59 0.49 0.58 72 677 35 0.19 533 7.5 10 0.52 0.41 0.11 4.34 0.50 0.61 76 749 38 0.25 759 8.0 11 0.64 0.52 0.12 4.01 0..55 0.65 90 825 50 0.33 1080 8.5 12 0.77 0.64 0.13 3.58 0.60 0.72 109 915 65 0.43 1536 9.0 13 0.92 0.77 0.15 3.01 0.65 0.84 136 1023 89 0.57 2205 9.5 14 1.12 0.92 0.19 2.20 0.72 1.07 187 1160 135 0.81 3284 10.0 14 1.51 1.12 0.39 0.32 1.12 2.19 383 1347 428 1.88 6249 10.5 14 ERR 1.51 ERR ERR ERR ERR ERR 1730 ERR ERR ERR 11.0 14 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.5 14 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR EFP = 35 EFP = 50 EFP = 85 Resulting Moment Msoil - Mresist = DepthMsoilVsoilMsoil VsoilMsoil Vsoil EFP = EFP = EFP = 35 50 85. 1 6 18 8 25 14 43 1 57 59 65 2 47 70 67 100 113 170 2 193 213 260 3 157 157 225 225 382 382 3 382 450 607 3.5 250 214 357 306 607 521 3.5 553 660 910 4 373 280 533 400 907 680 4 733 893 1266 4.5 532 354 759 506 1291 861 4.5 940 1168 1699 . 5 729 438 1042 625 1771 1063 5 1176 1488 2217 5.5 971 529 1386 756 2357 1286 5.5 1428 1844 2815 6 1260 630 1800 900 3060 1530 6 1690 2230 3490 6.5 1602 739 2289 1056 3891 1796 6.5 1954 2641 4243 7 2001 857 2858 1225 4859 2082 7 2220 3077 5078 7.5 2461 984 3516 1406 5977 2391 7.5 2477 3532 5993 8 2987 1120 4267 1600 7253 2720 8 2703 3983 6970 8.5 3582 1264 5118 1806 8700 3071 8.5 2860 4396 7978 9 4252 1417 6075 2025 10327 3442 9 2877 4699 8952 9.5 5001 1579 7145 2256 12146 3836 9.5 2560 4704 9705 10 5833 1750 8333 2500 14167 4250 10 439 2939 8773 10.5 6753 1929 9647 2756 16400 4686 10.5 ERR ERR ERR 11 7764 2117 11092 3025 18856 5142 11 ERR ERR ERR 11.5 8872 2314 12674 3306 21546 5621 11.5 ERR ERR ERR aliftNEIL O. ANDERSON & ASSOC., INC. 8026 Lorraine Ave., Suite 214 Stockton, California (209) 472-1091 PROJECT: ^s7 -,i w al) 1,G*,L /{ Drawn By: A4 yrnp-1^1 Scale V Data: ��? 1 �4 Z Page.3 0_of. 3 / 12 13 eq oaa h,ft t,in R (ft) D (ft) al,p = = al,t 5 6 al,s PEpTH //,0 ALS-r�•1►i S x,p x,m,s L Wt,s Wt,s,tM,s x,m,p M,t 382 I 0.00 3.5 553 5.00 4 741 fi 4.5 948 I 901 0 1.0 9 0.00 0.00 0.00 5.00 0.38 1.00 113 0 42 0.00 42 2.0 7 0.00 0.00 0.00 5.00 0.29 1.00 87 113 26 0.00 68 3.0 7 0.00 0.00 0.00 5.00 0.29 1.00 87 200 26 0.00 93 3.5 7 0.00 0.00 0.00 5.00 0.29 0.50 44 287 13 0.00 106 4.0 7 0.00 0.00 0.00 5.00 0.29 0.99 87 287 25 0.00 118 4.5 8 0.00 0.00 0.00 5.00 0.33 0.50 50 374 17 0.00 135 5.0 8 0.00 0.00 0.00 5.00 0.33 0.50 50 424 17 0.00 152 5.5 8 0.00 0.00 0.00 5.00 0.33 0.50 50 474 17 0.00 168 6.0 8 0.00 0.00 0.00 5.00 0.33 0.50 50 524 17 0.00 185 6.5 8 0.10 0.00 0.10 4.98 0.35 0.52 52 574 18 0.02 217 7.0 9 0.20 0.10 0.10 4.90 0.41 0.54 61 626 25 0.07 290 7.5 9 0.30 0.20 0.10 4.77 0.43 0.56 62 688 27 0.13 405 8.0 9 0.41 0.30 0.11 4.59 0.45 0.57 65 750 29 0.19 573 8.5 10 0.52 0.41 0.11 4.34 0.50 0.61 76 815 38 0.25 816 9.0 10 0.64 0.52 0.12 4.01 0.52 0.65 81 890 42 0.33 1151 9.5 12 0.77 0.64 0.13 3.58 0.60 0.72 109 971 65 0.43 1631 10.0 12 0.92 0.77 0.15 3.01 0.62 0.83 125 1080 78 0.57 2321 10.5 14 1.12 0.92 0.19 2.20 0.72 1.07 187 1205 135 0.81 3437 11.0 14 1.51 1.12 0.39 0.32 1.12 2.19 383 1392 428 1.88 6487 11.5 11 ERR 1.51 ERR ERR ERR ERR ERR 1775 ERR ERR ERR EFP = 35 EFP = 50 EFP = 85 DepthMsoilVsoilMsoil VsoilMsoil Vsoil 1 6 2 47 3 157 3.5 250 4 373 4.5 532 5 729 5.5 971 6 1260 6.5 1602 7 2001 7.5 2461 8 2987 8.5 3582 9 4252 9.5 5001 10 5833 10.5 6753 11 7764 11.5 8872 18 70 157 214 280 354 438 529 630 739 857 984 1120 1264 1417 1579 1750 1929 2117 2314 8 25 67 100 225 225 357 306 533 400 759 506 1042 625 1386 756 1800 900 2289 1056 2858 1225 3516 1406 4267 1600 5118 1806 6075 2025 7145 2256 8333 2500 9647 2756 11092 3025 12674 3306 14 43 113 170 382 382 607 521 907 680 1291 861 1771 1063 2357 1286 3060 1530 3891 1796 4859 2082 5977 2391 7253 2720 8700 3071 10327 3442 12146 3836 14167 4250 16400 4686 18856 5142 21546 5621 NEIL O. ANDERSON & ASSOC.; INC. 8026 Lorraine Ave., Suite 214 Stockton, California - _(209) 472-1091 Resulting Moment Msoil - Mresist = EFP = EFP = 35 50 EFP = 85 Atm G� A 1 57 v 7 2 193 3 382 I I 3.5 553 607 4 741 fi 4.5 948 I 901 5 1183 5.5 1454 2 6 1766 6.5 2109 7 2463 7.5 2832 8 3210 2306 8.5 3580 10 9 3931 9.5 4214 10 4367 10.5 4181 11 2152 11.5 ERR EFP = 85 PROJECT: Sra,to*&P o& v- cmc.., Drawn By: //. Scale /►� Date: "% /Z 6s, Page 3 / of3_ Atm G� A („/L'► q -7 155 l 253 260 450 I 607 660 I 910 901 1274 1175 ) �! 1707 $ 1496 I 2225 Cj 1870 3 9 2841 2306 3566 I 2795 4397 ID 3321 5322 1 3887 6348 1IL 11 4490 10 7476 12 5116 1 8698 13 5754 11 10006 Iy 6357 12 11358 IS 6867 12700 7075 13828 17 5479 I 13244 i7 ERR ERR PROJECT: Sra,to*&P o& v- cmc.., Drawn By: //. Scale /►� Date: "% /Z 6s, Page 3 / of3_ fj N J o G7 ,F \ � n ,LNBW.WVd3d JNIQ-lini Amiga ZA oleg 5530 �cnti 0 w cmc - _ 1 s4 ^' J i -V-a 1�� T.18 MR 5E. = 32 IO I 0 r l� 3 50 AC. 160.AC. r2) M.D.B.aM. r 34 3 s 7� 4.82 63 I 6 49.8ACI 7� e.6A 10 397.8AC 26-10 4.3Ac 11 . 636.2AC. �" • 210( D disclaims any liability for alleged loss or damage which may result from reliance on this map. I 1 r (4) ' L O� 3 160AC. 18. _ 3976.08 O5319.0 4 0 43 ,\` 42 4/ �� / 14 j ' 1327.3 a 4 2,9 soasaa 21 80AC. L+ 552.43AC. S 1 / 4 I 1 3 1111 2 23 O ^ -FO" ___�� i / fBWL ERi SUB'O -- -�_Ft1WCld —7.'775 Ac 33 44 43NO.i 2 _ SUB, 1 /�'• 1----- -- - 16.28 AC. /57.58 AC 6 I 7 8 iC t--7- 9 O 5O� 41.96A t O 4B`\`47 ' 48; �.-� 1 49 ` --- /O ^ 1 e7e 10.055 AC F` �� ' 1 /4 OAC AV CA \\ / I JO 1 J/ 52 , 33 1 /9 li 11-19 /7 /P J 20 AC / / /B i j/� /3 19 2JB3AC 32 —@ 8 48 37 5372 SO 12 80A C 0 —61 IOAc 4 IOAc r6 /7 30 _ �s --- 1 i/ eo - - - - I 75°c � 9 25Ac 7 \; �\ P6 < l2 ; P7 �f 2B 10 - I /OTlc _ n PW 9./7Af 1077 O /OAc 36 i4 \ \ Q I-- — — R- 4 CLOS FLARES O. .O •j7 IOAc N 'L' 58 i 3/ �' 7 1 38 26 ' 104C. 4/ 76 C ��F \ 418.28 Ac .� N 1 \ 186.E IAG, •�R �� 3P 0 40 1 o3.N /GAC \p 3T ��p ��---0 J6 59 'e�9� 40�� R- /0 AC. 42 20� 1\ • RSIIO-84 ��'� 31 '• 9.> 27 ' 2551.0 This map may or may not be a survey of the land depicted ' io A< Assessor's Map No. 282 i ORD 81 FOWLER. " SUB M.O. R. BK. 8 PG. 7-8-9 hereon. You should not rely upon it for any purpose other County of Butte, Calif. - N0. 2 M. 0 . R. BK: 10 PG. 6A - 7A - BA than. orientation to the general location of the parcel or parcels depicted. BIDWELL TITLE & ESCROW CO., expressly REVISED: I0-88 disclaims any liability for alleged loss or damage which may result from reliance on this map. Order No. 1-171743 SCHEDULE C The land referred -to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: A portion of the East half of the Northwest quarter of Section 21, Township 18 North, Range 5 East, M.D.B. & M., being more particularly described as follows: Beginning at an iron pin in the West line of said East half of the Northwest quarter of Section 21, set to mark the Southwest corner of that certain parcel of land described in the Deed.to Harry B. Trosin, et ux, recorded March 22, 1946 in Book 347 of Official Records, at page 49, records of Butte County, California, and from which iron pin the Southwest corner of said East half of the Northwest quarter of Section 21 bears South 00 11' West, 1572.43 feet distant; thence North 890 57' East, 876.90 feet toa point in the West line of the Oroville-Bangor Road; thence South 280 52' East 746.35 feet along said West line of Oroville-Bangor Road; thence North 890 31' West, 1239.28 feet to a point in said West line of the East half of the Northwest quarter of Section 21; thence North 011 11' East,.642.41 feet along said West line to the point of beginning. EXCEPTING THEREFROM any portion of the hereinabove described parcel lying within Lot 10, as shown on the Official Map entitled, "Ford & Fowler Subdivision Unit No. 2", which map was filed in the -office of the Recorder of the County of -Butte, State of California,,on April 3, 1929 in Book 10 of Maps, at pages 6A, 7A and 8A, and also as shown on the map entitled, "Map of the Ford and Fowler Subdivision of the North half of Section 20 and the West half of the Northwest quarter of Section 21, Township 18 North, Range 5 East, M. D. M.", which map was filed in the office of the Recorder of the County of Butte, State of California, on August 8, 1916 in Book.8 of Maps, at pages 7, 8, and 9. AP No. 028-200-022 E:XEQ2L- C3MF., F &.L 1 2.,. „3. EA( WAY 'n ui n nau ttu n.�e, anttnivu. n ® z rrm mwnnn naanm oL c,a I ry � w 8 OUI D®. COR QT G i0 U®8 f I ® I r� n a v arallel reln(orcement. r,P, a (abed p urnte, hall be,.* ed with vis ueen Or,he G ENERAL OTES. P .,P . 9 PP q Y brown " O aiaoil ass' rnec! to ave the tollowin ro allies •_ '° -`,� ITO