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017-300-026
TF2ENNFR — _ JOB tt 2005.023 Page RETAINING WALL DETAIL 5(�ALE: (/2" WITH 0A 15501 145 (5R 6o b' -D !6" o G '�� MAX. HEIGHT #4 GR 40 '�lBP Ib" O.G BEs$ i o , ° J 04 !6" OG_ U4 AS SHOWN CIVIL - STRUCTURAL. ENGINEERING SURVEYING 3060 Thor"'— Ot. S-119 010 - ChIm, to 95973 PMAO, 13-30) 899-e-3aa . Fac 17a0) 894.88az tI®r-c•e.tvm . htl�P�//rn.�.r•c�.cvm 8-xb GR 60 VERT BARS 24"(D x b' -I O' DEEP GA155ON5 ® ICY or_. R -V. 7D OS` z 70 z - BUT -FE COUNTY BUILDING DIVIc3fON APPROVED (/camf,f.. 3-tt6 GR 60 5-n6 GFZ 60 � U4 AS SHOWN CIVIL - STRUCTURAL. ENGINEERING SURVEYING 3060 Thor"'— Ot. S-119 010 - ChIm, to 95973 PMAO, 13-30) 899-e-3aa . Fac 17a0) 894.88az tI®r-c•e.tvm . htl�P�//rn.�.r•c�.cvm 8-xb GR 60 VERT BARS 24"(D x b' -I O' DEEP GA155ON5 ® ICY or_. R -V. 7D OS` z 70 z - BUT -FE COUNTY BUILDING DIVIc3fON APPROVED (/camf,f.. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE 4:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION —BUTTE COUNTY OCT 0 < 2006 DEVELOPMENT SERVICES Site Address: 195 EAGLE NEST DR Dwelling - Custom, Model Owner: Permit NO: 05-2702 APN: 017-300-026 $50.00 DENNIS & LORA TRENNER TR $50.00 Permit type: RESIDENTIAL SMIP - Residential 6287 MTN MEADOW CT Issued Date: 10/02/2006 By TMP Subtype: NSF(GAR, COV) PARADISE, CA 95969 Expiration Date: 10/02/2007 Description: NSF(GAR, COV) (530) 877-4744 Occupancy: R-3 Zoning: R-1 Contractor Applicant: Square Footage: UNKNOWN STEVE GILMORE Building Garage Remdl/Addn P;O. BOX 560 3,820 1,006 MANTON, CA 96059 Other Porch/Patio Total (530) 474-3366 1 AAC < 1%121% FEE INFORMATION County Impact - SFD $2,244.02 Dwelling - Custom, Model $2,443.48 Fund 10 BLDG $1,613.31 Impact Processing Auditor $50.00 Impact Processing DDS $50.00 Res Impact Fees - SFD $2,005.09 SMIP - Residential o $29.49 SRA Fees $95.00 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires UNKNOWN 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X 10/02/2006 Contractor's Signature Date WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier: Policy Number: Exp. Date: (This section need not be completed if the permit is or one hundred dollars ($100) or less. 03 I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those 10/02/2006 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip $8,530.39 Balance Due: $0.00 Receipt No: OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001; Please check one of the following: ❑I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or rove for the purpose of sale.). I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractors License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ I AM EXEMPT under Section B. & P.C. for this reason: Signature 10/02/2006 Date I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized to act on the property owner's behalf. 10/02/2006 Owner ❑ Contractor OR; Agent for Owner Agent for Contractor FILE COPY P7 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-28_3 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION "PLEASE PRINT CLEARLY" OWNER Last Nam First Name Addressc�'jJ 4' n t'7; -fin ^, ) City W1 COState C,\_ Zip6fe�`!Zp Phone —,Z�Z, Fax _ E-mail For office use only: CONTRACTOR Name Uyl 1v Address Zipl bo'51 City Fax `NCy{n State Zip Phone `_ l0 Fax E-mail Lic. # Class For office use only: ` rARCHITECT/ENGINEER Name U otut-40ai Address 0, @ ✓ r�D City MAS t ITD State C)\- Zipl bo'51 Phone 4-T4 �'/ �G Fax `NCy{n E-mail State Lice s For office use only: APPLICANT NAME Name G I u, Address a 5 City � 1 Type Const. State cA- l� Zip Phone � `_ l0 Fax E-mail For office use only: Zoning Property Address(� Iif"�Q Flood Zone Cross Street SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BP C)S Zoe BI4 to ► 1 LOCA ION AP# 644—&-oa- -360 0; Property Address(� Iif"�Q C/i,, 111I Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Footage " ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR SUBMITTAL REQUIREMENTS L K: FORMS\BLIILDING FORMS\BIdgApplSubRgmts.doc Page 1 of 2 (tv'711&1 _ So3 . Received b Amount: �j Bldg � SRA Receipt #: 3Qf �Q 1 Sheriff SMIP l]. �� Other Date: `7 ICJ I r� , Total REV 6-16-04 OR SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ .2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineered, plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. \ - ❑ 3. 2 Engineered truss'details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. o 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ' ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 Applicant: Trenner, Deni Permit No: 05-2702 Project Type: INsf 017-3007026. 100% 70% Plan Check Fees $ 11503.33 $ 1,052.33 $ 1,052.33 W ILLDAN Fee $ 1,052.33 Copies Attached: Qty` Chk 0 Application Site Plan Review - FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other K ~ T - i ' UT TFo o 0 0 N 7 County Center Drive 0 0 0 0i 4 o 0 Oroville, CA 95965 c�UN'�y (530) 538.7601 Telephone (530) 538-7785 Facsimile N TO: WILLDAN FROM: Scott Rutherford (530) 538-7160 ' srutherford(cDbuttecountv.neLO t SUBJECT: Plans Transmittal For Review Per Contract O DATE: 10/03/2005 Applicant: Trenner, Deni Permit No: 05-2702 Project Type: INsf 017-3007026. 100% 70% Plan Check Fees $ 11503.33 $ 1,052.33 $ 1,052.33 W ILLDAN Fee $ 1,052.33 Copies Attached: Qty` Chk 0 Application Site Plan Review - FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other S o7 r•f d� COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISIOI.- , 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: :T;r'eyi Vi -e lam- ASSESSOR PARCEL NUMBER ( ('� 3 O Proposed Building Use: S F Permit Technician: Date: Items required in order to,apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 60 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. A3. Engineered plans, 39r 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxesl 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. D 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential' builditigs ❑ 12. Hazardous Material Form 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) r s�QSahitation and site plan approval from the Environmental Health Department in D'Chico ❑ Oroville, as applicable _ ❑ 16. Fire Sprinklers............................................................................................ ❑ Agricultural Buffer clr and site plan apr from tide Ag Commissioner Sent by AD Soils Report and/or Engineered Foundation/required..try-.,►.Wi.".oas zi,A%scr,.. .9. Erosion Control Plan Required........................................................................ Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. / 23. California Department of Forestry play approval afraid. Sent by: 10 S 24 Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ............ I0 ab ❑ 5. Contact Land Development about _ Improvements, _ Drainage ........................ 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑IAN (S2)Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ Existing violations and/or expired permits .................... ...... ............................... ❑ 34. Deed Restriction..........................................................::.............................. o ; 35. ❑ Legal descri tion,❑ M.H. Title, title search, registration n or MCO ......................... ` �ther: Kh VK0 r �i TV�S w eeA (� i ►� — /-F I° 1r L I `f'T 7'c nl �— ❑ 37. Other: When issued Telephone % `F ) lO V and hold for pickup. I have been informe of the above items�and requirements for obtaining a building permit. Applicant: 1 Date: CJD O� 1.. Index permit appication for the above items numbered: Plan Check Letter 2. Additional items na Contractor, designer, owner' as advised of the above data by ❑ phone, Ismail, ❑ counter, by Date. Contractor, designer, r, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed py: Date: Structural approved by: ► Date: v Note transfer by: / Date: 02 Yellow: Building Division W ID _DUTTE COUNT' DEPARTMENT OF PUBLIC HEALTH ENVIRONMENTAL HEALTH DIVISION ENVIRONMENTAL HEALTH CLEARANCE REVIEW A Clearance is a review by Environmental Health to assist the applicant in the Building Permit process by verifying compliance with the requirements of the Uniform Plumbing Code regarding minimum standards for sewage and water systems. A Clearance remains valid when: The parcel will be served by existing water and sewage systems determined by the Division to be adequate for the proposed use, or ➢ The parcel will be served by individual well and septic systems, not yet constructed, but under current, non -expired permits Owner Name Site Address Proiect Type Single Family Residence with �— bedrooms AP ?*)( -7— 3 A. � ❑ Other (Describe): File Records Review Will the parcel be served by a public/community water system? >Qes ❑ No ➢ If yes, what is the name of the system? ➢ If no, is there a valid well permit on file? ❑ Yes ❑ No ➢ If finalled, what was the date of the final? Will the parcel be served by a public/community s wer system'? es ❑ No ➢ If yes, what is the name of the system? c� /S C� ➢ If no, is there a valid septic permit on file? ❑ Yes ❑ No ➢ If finalled, what was the date of the final? Will adequa tbacks to water or sewer systems be maintained . Yes ❑ No Comments *** Official Use Only Below This Line — BUILDING DEPARTMENT: PLEASE DO NOT FINAL THE PERMIT UNTIL ENVIRONMENTAL HEALTH HAS SIGNED PART Two OF THIS CLEARANCE Part One: Clearance for Building Permit Approval Part Two: Clearance for Building Permit Final ENS Date EHS Date Xdo otPlan Attached/�l or Plan Attached ❑ Pt 1 Sent to DDS: ❑ Pt 2 Sent to DDS: Revis+on August 21, 2006' T:'Administration,Formsiciearance c 202 MIRA LOMA DRIVE 411 MAIN STREET/ P.O. BOX 5364 7 COUNTY CENTER DRIVE Oroville, CA 95965 Chico, CA 95927 Oroville, CA 95965 TEL: (530) 538-7282 TEL: (530) 891-2727 TEL: (530) 538-7281 FAX: (530) 538-2165 FAX: (530) 895-6512 FAX: (530) 338-7785 I I COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER 7r�re • 1 V1 e P - PROPROSED BUILDING USE / UA -0 I_ 1. I. BUILDING PERMIT FEES --- Balance Due ..................... $ - --- FEMA Flood elevation review ... $ (j�� Additional plan checking Fee.... $ _� 2. SCHOOL DISTRICT FEES (21 6( (paid at School District Office) (form available after Plan. Check) SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X. $0.03 = $ sq.Ftg. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) RESIDENTIAL DEVELOPMENT IMPACT F ES COUNTY WIDE (per dwelling) $' CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Divisions) / 9. DRAINAGE FEE 10. OTHER 11. OTHER A.P. # — 300- O -L' DATE030 W RECEIPT # DATE REC. Read Vvoo At time of permit applick bon, I was adv' a above fees are required to be paid prior to issuance of the permit. These fees may be changed d plan ch ng pro sfs.. APPLICANT DATE Pursuant to Government Code Section 66020, you liereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 7/05) partment ®f _:.:.. ' ;'���I'' % C t o f B to t t e a Y _.,� o u s LAND DEVELOPMENT DIVISION , ':�` � J. Michael Crump, Dir s,,ormWaterManagenentProorzm 7 County Center Drive Oroville. CA 95965 Umi � (530) 538-7266 A �S CLIC fpr (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase li Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement (LESS THAN 1 ACRE Project Description: Project Location and/or Parcel Number: �'f I� ��� ✓')Z By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit fon the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water QualityaCo tro CBoard for a project.'. or other that disturbs one acre or more of land may result in revocation of grading other permits sanctions provideti by la)v. ^ Signed: Title: Date: Butte County. Department of -Development Serrices 0 1031;!'r 00 7 County Center Drive° Oroville, CA 95965 ° 'o ° (530) 538-7601 Telephone (530) 538-7785 Facsimile OU 141 BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pen -nit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: ® I need to submit applications for septic andlor well to Butte County Environmental Health immediately. C I am required to bring the approved Environmental Health site plait and approved sanitation clearance to the Building Division as soon as clearance is obtained % I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building -Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or re wire submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are. not limited to, verification the parcel was legally created, adherence to all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: APN: Building site address: 19 S FAQ,F, CEE'�j: Permit No.: 0_5 2_� n?, I have read, understood and accept the terms and conditions as expressed herein as indicated by my submissiRn of the above -referenced building permit application and my signature below: SIGNATURE OF APPLICANT DATE — e chi WI LLDAN 938 14th Street, Suite 200 Serving Public Agencies Marysville, CA 95901 August 3, 2006 530/749-2373 fax 530/749-2199 www.willdan.com Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169/ (530) 538-2140 FAX BUTTE COUNTY PLAN REVIEW REPORT Status: Approved Jurisdiction Job No: 05-2702 Assessor's Parcel No: 017-300-026 Description: Trenner NSF Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2" d page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: Plans: Two (2) copies sheets Al, Al. 1, and A2 through A7, dated permit application- 09/29/05, by Lassen Design Studio and revised structural sheets S1, S2.1, S2.2, S3, S5, and S6, dated 06/15/06, by Charles J. Roberts P.E., of RCE Civil —Structural Engineering Surveying. Structural Calculations: Two (2) copies pages 1-2, LI -L16, B1 -B15, F-1 —F51, R1 -R18, Sa, Sb, anSl-S77, dated Rev.0-09/28/05 (initial Issue) and Two (2) revised copies pages 1-2, B5, F23 -F- 25,1734-1737, and F52 -F54, dated Rev.O 09/28/05 and Rev 106/15/06, by Charles J. Roberts P.E., of RCE Civil —Structural Engineering Surveying. Truss Calculations: Three (3) copies dated 09/23/05, by Longfellow Lumber Co. Inc. Energy Calculations: Two (2) copies dated 09/27/05, by Donna Wallace. Geotechnical Report: Two (2) copies dated 06/24/05, by Neil O. Anderson & Associates. Misc Documents: One (1) copy each: EOR letter of review of truss calcs and Attachment —A (Special Inspection Notice (Butte county form). The plans have been stamped with the Willdan approval stamp and dated. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. Page 1 of''2 13tttte Cotltlty 05-.2'702 Willdan PCF Approval n . tri.. • W I LLDAN Serving Public Agencies APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the 2001 California Building Code (CBC). • Part 6, known as the 2005 California Energy Code, and Energy Commission Standards (CECS). CODE ANALYSIS Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. This information is consistent with that shown on the plans. Specific Use Type of Occupancy Type of Stories Construction V Floor Sq Ft 2 "d Floor Sq Ft Total Sq Ft Dwelling R-3 V -N 2 3,760 60 3,820 Garage U V -N I N/A 816 816 Lanai R-3 V -N 1 410 N/A 410 Shop R-3 V -N 1 190 N/A 190 Parking Roof U V -N I N/A 605 605 Cov. Patios R-3 V -N 1 303 48 391 Total: 6,232 CONDITIONS OF APPROVAL Approval is contingent upon the review, requirements, and approval of other departments and/or agencies that have jurisdiction over this project. Applicant shall complete attached Special Inspection form as required. Applicant shall submit a letter from the soil engineer (Neil O. Anderson and Associates) confirming that the foundation plan, grading plan, and specifications have been reviewed and that it has been determined that the recommendations in the soil report (dated June 24`h, 2005) are properly incorporated into the plans. 4. - Revisions and/or notes as red -lined on the plans. SPECIAL INSPECTION NEEDS Our plan review reveals the following special inspection needs pursuant to CBC 1701 A. Shop and field structural welding. CBC 1701.5.5 B. Observation of soil excavation and foundation construction operations' by geotechnical engineer (Neil O. Anderson and Associates). CBC 1701.5.13 DEFERRED SUBMITTALS Our,plan review reveals the following deferred submittals required. Compaction Report BuildyfigylBfSafety Services Supervisor Cc: Alice Mefford; amefford@buttecounty.net Page' of 2 Butte: County 05-2702 . Willdarl PCT Approval 64 BUTTE. COUNTY ImYI kCJC FEES Drainage: A. Therimalito Area, Ruddy Creek Basin, West Basin, East Basin, Southeast Basin and Basin 39 — per Ordinance 3910 1. $652 maximum per each new living unit on existing lots where full drainage fees have not been paid 2. Temporary Dwelling- $130 at time of building permit. $130 annual renewal fee for first'4 renewals. Not to exceed $652. B. Chico Storm Drainage Master Plan 1. One Acre or Less- Contact Butte County Building Department for fee determination for new dwellings only 2. Over One Acre- Contact Butte County Department of Public Works for fee determination for any new or additional sq footage 2. Recreation Districts: (paid at Recreation District Office) A. Chico Area Recreation and Park - per schedule of each district B. Durham Recreation and Park - per schedule of each district C. Feather River Recreation and Park - per schedule of each district D. Paradise Recreation and Park - per schedule of each district 3. School Districts A. All (paid at School District Office) 1. Residential - per schedule of each district 2. Commercial - per schedule of each district 5. Residential Impact Fee A. County (Per dwelling unit) Add $100 processing fee to each amount listed below 1. Single Family $4096.87 2. Multi Family $3071.14 3. Mobile/Modular Home $3117.43 B. Chico Urban Area (Per dwelling unit) Add $100 processing fee to each amount listed below 1. Single Family $5372.09 2. Multi Family $3995.45 3. Mobile/Modular Home $4889.56 C. El Medio Fire District (Per dwelling unit) Add $100 processing fee to each amount listed below 1. Single Family $3128.31 2. Multi Family $2297.77 3. Mobile/Modular Home $2326.36 U D. North Chico Specific Plan -CSA (Per dwelling unit) Add $100 processing fee to each amount listed below 1. Single Family A. In zones SR -1, SR -3, SR-l/PD $7938.53 B. In zone R-1 $8031.53 C. In zone R-2 $7541.53 D. In zone R-3 $6780.53 2: Multi Family A. In zones SR -1, SR -3, SR-1/PD $6757.08 B. In zone R-1 $6850.08 C. In zone R-2 $6360.08 D. In zone R-3 $5599.08 3. Mobile/Modular Home A. In zones SR -1, SR -3, SR-l/PD 7633.49 B. In zone R-1 $7726.49 C. In zone R-2 $7236.49 D. In zone R-3 $6475.49 6. State Responsibility Area (SRA) (paid at Building Division) fee of $204.98 per structure for parcels located within the S.R.A. for California Department of Forestry plan approval and inspection. 7. NON-RESIDENTIAL DEVELOPMENT IMPACT FEE, SEE ATTACHED SHEET Rev 3-8-06 COUNTY WIDE IMPACT "FEES NON-RESIDENTIAL COUNTY (not in other impact areas as defined below) Per Unit Impact Fee Commercial/Shopping Center 1 to 199,999 Sq. Ft. 6.0200 200,000 to 399,999 Sq. Ft. 5.7571 400,000+ Sq. Ft. 5.0293 General Office I to 25,000 Sq. Ft. 7.0200 25,000 to 99,999 Sq. Ft. 6.1241 100,000+ Sq. Ft. 5.0067 Industrial Mini -Storage Sq. Ft. 0.4271 Warehouse Sq. Ft. 1.6886 Other Industrial Uses Sq. Ft. 2.0200 Other Non -Residential Medical -Dental Office Sq. Ft. 5.0200 Hospital Sq. Ft. 4.4929 Nursing Home/Group Home Bed 636.4799 Day Care/Private Schools Student 1175.3101 Lodging Room 1428.9301 CHICO URBAN AREA CommerciaVShopping Center CommerciaVShopping Center 1 to 199,999 Sq. Ft. 14.8806 200,000 to 399,999 Sq. Ft. 14.7880 400,000+ Sq. Ft. 14.5332 General Office I to 25,000 Sq. Ft. 4.9700 25,001 to 99,999 Sq. Ft. 5.6689 )00,000+ Sq. Ft. 5.5925 Industrial Mini -Storage Sq. Ft. 1.3652 Warehouse Sq. Ft. 2.2511 Other Industrial Uses Sq. Ft. 2.4800 Other Non -Residential Medical -Dental Office Sq. Ft. 4.7500 Hospital Sq. Ft. 5.3495 Nursing Home/Group Home Bed 281.5262 Day Care/Private Schools Student 169.6144 Lodging Room 612.5938 NORTH CHICO SPECIFIC PLAN (NCSP)- Zoning SR -1, SR -3, SR-1/PD CommerciaVShopping Center I to 199,999 Sq. Ft. 14.6202 200,000 to 399,999 Sq. Ft. 14.5764 400,000+ Sq. Ft. 14.4235 General Office 1 to 25,000 Sq. Ft. 6.3964 25,001 to 99,999 Sq. Ft. 6.7414 100,000+ Sq. Ft. 6.7225 Revised 3-9-06 Industrial Mini -Storage Sq. Ft. 1.7929 Warehouse Sq. Ft. 2.2279 Other Industrial Uses Sq. Ft, 2.3240 Other Non -Residential Medical -Dental Office Sq. Ft. 6.3764 Hospital Sq. Ft. 4.7334 Nursing Home/Group Home Bed 150.2881 Day Care/Private Schools Student 111.7901 Lodging Room 354.6755 NORTH CHICO SPECIFIC PLAN (NCSP)- Zoning R-1, R-2, R-3 Commercial/Shopping Center 1 to 199,999 Sq. Ft. 14.6202 200,000 to 399,999 Sq. Ft. 14.5764 400,000+ Sq. Ft. 14.4235 General Office 1 to 25,000 Sq. Ft. 6.3964 25,001 to 99,999 Sq. Ft. 6.7414 100,000+ Sq. Ft. 6.7225 Industrial Mini -Storage Sq. Ft. 1.7929 Warehouse Sq. Ft. 2.2279 Other Industrial Uses Sq. Ft. 2.3240 Other Non -Residential Medical -Dental Office Sq. Ft. 6.3764 Hospital Sq. FL 4.7334 Nursing Home/Group Home Bed 150.2881 Day Care/Private Schools Student 111.7901 Lodging Room 354.6755 A $100 processing fee to be added for each permit applied for. Revised 3-9-06 STEPHEN EDWARD GILMORE September 27, 2006 ARCHITECT Philo Hunt, Plan Check Engineer Butte County, Building Department 7 County Drive Oroville, CA 95965 Re: Trenner Residence, AP #017-300-026, BP #05-2702 Dear Philo: This letter is to clarify your notice of non-compliance to U.B.C. Chapter 18, Section 1806.5 regarding this permit application. Per our phone conversation, I am suggesting a building official approval per 1806.5.6, Alternate Setbacks, for the following reasons. ASCENDING SLOPES: There will be an entry patio varying in width from 16 feet to 6 feet from the building line to the edge of the patio. At this edge will be a retaining wall (with drain line behind) averaging 3 feet in height. A drain line will also be installed across the hill in this patio area to collect and move surface and any subsurface water to the west side of the property to outfall. The hard surface driveway and parking turnaround area will be sloped to move water to two drain inlets which outfall the water on the east side of the property (see sheet A-3). DESCENDING SLOPES: Except for the northwest corner of the residence, the proposed building foundations are in compliance with UBC 1806.5 and Figure 8-1-1. Due to site conditions in the northwest corner (site slope less than 1 in 3) the foundation depths indicated by the structural engineer will be sufficient for compliance. In summary, due to the soil conditions of the site (see Soil Report), and the reprofiling of the hill by the engineered fill, alternates to the setbacks as proposed above should be sufficient. Thank you for your attention to this. Re ectful mitted, WloL Steve Gilm r , Architect ;-1 LASSE—N D E—SIGN S TUDIO PO B°OX 560 MANT0N, CA 96059 [530] 474-3366 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 23 -Aug -2006 2006-0O43546 Has not been compared vith original BUTTE COUNT D R . • o; AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: LOT 2/ QS-5%tota-av1 e r —A42-4- &ek—kin o* a/D rebdivisic>'J 7>he-fzze-h Atep !tOs o ih /A- 04 I'WA34s., ate- �� 7, 8/ .a.A�z-a° 9, Date O�Z3 /D,6 ROPERTY OWN S: Lo State of California County ofx��` On EN, ���_. before(M), Ch'COc� i'�\�J1�L personally appeared L." ` i (-rc_ L. e - ersonally known to me (or proved to me on the basis of satisfactory evidence) to be the person hose name(s ' are subscribed to the within instrument and acknowledged to me that-befte/they executed the same in hisAmr/their authorized capacity(ies), and that byAis-flfiir/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. �, ILA V u� COMIM.DY HILL # 1 260 5 SignatureL�� �`�C Seal: (� o® NOTARY PUBLIC -CALIFORNIA EUTYE COUNTY O moa COMM, EXPIRES DEC. 3, 2009 J A.P. o C'1`1- '; C C-uzc--- BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM ❑ FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) XCHICO AREA RECREATION AND PARK DISTRICT (CARD) 0 PARADISE RECREATION AND PARK DISTRICT (PRPD) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) Property Owner (s; Project Location /f Subdivision Name Building Pen nit Number 06 0 -?70-a New Development Alteration/Addition(s) Mobile home Assessable Sq. Ftge 6KC__)_(p TypeofResidential Development (check one) V Single Family -Detached Single Family -Attached Non -Residential to Residential Multi -Family Dwelling Mobile home replacement verified by Assessor Department Demo Permit (date issued ) Comments: Department ❑ FRRPD VCARD ❑ PRPD ❑ DRPD certifies that: Date verified by Building Department Applicant Name Phone Number M4. 8ezd ow 3fz r?yGf(•s-(- CCS J 6 Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No by Payment of. d Dwelling Units @ $ c7 5 aper unit for a total of Square Feet @ $ per sq foot for a total of $ Remarks: Paid by Check No: �; S Z S_ Paid by Cash: RrlaasFnn and Park e Receipt No: Date 3 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM U (One form per Building) ��� � n5"a �o School District � Building Department No. A.P. Number �—.3C��—i�c Jurisdiction: City /'County Property Owner In IVI V1 `i0% Property Location/Address q 5 Y_. ; V 1/ bo Subdivision " I/," I I � �Q� � Lot No. M / ( � � t a.. O� Residential Development 0 ......................................................................................� i Q Q Sq. Footage J O V No of Living Mobile Home i Addition/ Supplemental to (Group. R) Units Installation Conversion Permit # '• i No foundation inspection) Commercial/Industrial New Addition ing Department Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document). District Identification No. �&-17 0(�a �/� School District certifies that Sq. Footage (Including Exterior %Roofed Areas) V Date ia /-y, (Appimant) (Street Address) (Phone Number) (State) (Zip Code) has complied with the requirements of Resolution No. `�C� by payment of $ /C)//,/ representing ae�70 _ square feet. JAB 2926 $ tULL MITIGATION f School District Representative Date Paid by Check # :5 / Remarks: Notice: You may protest the Imposition of the fees Identified above by submlttlng a written protest to the District, In compllance with Govemment Code Section 66020(a), within 90 days from t is date fees are paid. Fallum to submit a timely writbn protest will prohibit you from challenging the Imposition of the fees In any court action. M, subsequent to the School District Representative signing this Butte County Schools Impact Fee Cw Mcadon Form, the School DtsWct Is notified by the applicable Local Planning Agency.tiurt this project Is being reviewed undo the California Environmental Quality Act (CEQ►). this project may be subject to additional school Nes to fully mitigate Its Impact on On school distdcrs schools. White (school district), Yellow (building department), Pink (applicant) feerorm-As (3l05)dnnm Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX SPECIAL INSPECTION NOTE For Building Permit # BP C)S''D-7d-�k— , Assessor's Parcel # 01 —J>00— 0a --(P Special Inspections — California Building Code section 1701: In addition to the inspections required by Section 108, the owner or engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Section 1701.5. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring special inspection. Duties and Responsibilities of the Special Inspector: 1. The special inspector shall observe the work assigned for conformance with the approved design, drawings and specifications. 2. The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. 3. The special inspector shall submit a final signed report to the Butte County Building Division stating whether the work requiring special inspection was, to the best of his or her knowledge, in conformance with the approved plans and specifications and the applicable provisions of this code.I ion 4. The special inspector shalt d to him or herr, so onspectionsvise the contactr that emust also beCounty lmade by the Butte ng Divisi inspections cannot be delegated County Building Division. 5. Any change in special inspection firms made after permit issuance shall be approved by the Butte County Building Division prior to the new firm performing any inspections. 6. Special inspections are in addition to the regular inspections performed by the Butte County Building Division. Butte County inspection approval and sign off is not to be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special inspection. Special Inspection is required for the following items:tmreinforcing and placing of concrete). ❑ Reinforced Concrete (Taking of test specimens, p ❑ Structural Masonry ❑ High Strength Bolting 2" Welding ❑ Bolts Installed in Concrete Un .10.,Avjyw�j c -A SSOC V Other:70i'i t'x['G O�tyC� �'Yt i�teerr= Name of Special Inspection Company: n Butte County Department ofDevelopment Services PAUL MCINTOSH, INTERIM DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538.7785 Facsimile ADMINISTRATION * BUILDING * PLANNING October 7, 2005 Deni Trenner 1031 Mildred Ave. Chico, CA 95926 Subject: Building Permit 05-2702 (APN 017-300-026); Proposed Structure Dear Deni: The Butte County Department of Development Services, Planning Division, has reviewed the submitted permit application, and requires the following revisions to your site plan, or information in order to continue the review: ❑ Creation Deed ❑ Site Plan Resubmit — Follow Requirements ❑ Erosion Control Plan ❑ Setback Conformance ❑ Watershed Protection Zone ❑ Front Yard ❑ Cohasset Specific Plan ❑ Side Yard ❑ Subdivision Map Note ❑ Rear Yard ❑ Off -Street Parking; Development Standards ❑ Special Setback or Parcel Limitation ❑ Parking for Specified Use ❑ Federal Aid Road/Arterial ❑ Lot & Landscaping Requirements ❑ Easement ❑ Oak Tree Plan ❑ Subdivision Map Condition/Note ❑ SRA Setback* ❑North Chico Specific Plan — Erosion Control ❑ Fire Sprinklers* ❑ Notification Only — No Action Required ® Other: Grading plan does not conform to Note 6 of Rocky Bluffs Phase 2, Bk150 Pg 9. - rtre sprinklers, ana the 3WA setback, are not requirements jor the Planning Division approval, and this notification is for informational purposes, however it will be requiredfor the issuance of building permits. A review of the grading plan indicates that the plan exceeds the maximum allowed 3 feet for cuts and fills. The plan must be designed to conform to this requirement (see enclosed documents). Should you have further questions please contact me between the hours of 8:00 a.m. and 4:00 p.m. Monday thruugh Friday at (530) 538-7603, or the appropriate Department/Division identified in the hand-out. Sincerely, Chris Tolley " Assistant Planner Subdivision Map Note/Condition Map notes and conditions are a normal aspect of a subdivision (final) or parcel map. They generally address state and local law, and specific subjects or issues pursuant to the map's approval, and selling of the lots. The notes that apply to this property are indicated on a separate sheet of paper. Please address requirements of the map note, and please return a site plan or required information to the Planning Division at: Department of Development Services Planning Division 7 County Center Drive Oroville, CA 95965 Mitigation/Condition Notes: ® See included sheet of paper Note: If the note has already been addressed on the site plan, or does not require any action, please use this as information/notification only. N.T.^.9'21 E.\ 11 11CIn A ... "AvL A N1IDU11E -CAE-1u 1 10 RnON9E N0 DEOELOPNE-I AREA AROUND BLUFF LINE j v. SEE NOTE Y. \ pvNC/lC ARE--- �+ __ i3O�'uA02b \ m VEL 02?0,E n.el•!5•lp^E�`- b� ��" � NO � R6s'yad D'/ JS . �J ...50 1f Ham.] Loi 22 to/ _auso' 2� 2g L01 ` 29 EAGLE � X01 25 LO 30 L 01 r�m LQI 29 m\ 26 7,7 L01 7.0 —O\ <9 SCALE: I- = 100' NOTES 1. THIS ADDITIONAL INFORMATION SHEET SHOWS ADDITIONAL INFORMATION,. IS FOR INFORMATIONAL PURPOSES ONLY DESCRIBING CONDITIONS AT THE TIME OF FILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. 2. THERE SHALL BE A 10 -FOOT' RADIUS NO DEVELOPMENT 20.E AROUND ALL SIDALICIA ROBUSTA PLANT. NO DEVELOPMENT SHALL MEAN NO LANDSCAPING, SOIL DISRUPTION, VEGETATION REMOVAL, PLACEMENT OF DECKS OR CONSTRUCTION OF ANY RIND. THE INTENT IS TO LEAVE THE LAUD IN ITS NATURAL. STATE. AS AN ALTERNATIVE THE PLANT POPULATION HAY BE RELOCATED WITH APPROVAL FROM THE CALIFORNIA DEPARTMENT OF FISH AND GAME. 3. .ATURAL VEGETATION WILL BE RETAINED IN THE NO DEVELOPMENT AREA. IT SHALL BE RETAINED ELSEWHERE ON THE PARCEL WHERE FEASIBLE. ALL TRESS OVER 6 INCHES IN DIRMTER, AS MEASURED 2 FEET ABOVE GRADE, SHALL BE RETAINED UNLESS THEY ARE DISEASED OR RFUSOVAL IS NEEDED FOR ROAD PURPOSES OR HOME CONSTRUCTION. CCONSTRUCTION SITE PREPARATION AND SOIL DISRUPTION SHALL BE LIMITED TO THE DRY SEASON, MAY THROUGH OCTOBER. 5. THERE IS A 50 -FOOT BUILDING SETBACK LINE FROM THE CENTERLINE K OF OSPREY CIRCLE AND THE CENTERLINE OF EAGLE NEST DRIVE. /K 6. ON LO'T'S ®11 THROUGH 024, SOIL CUTS AND PILLS OUTSIDE OF THE I BUILDING FOOTPRINT AREA SHALL BE LIMITED TO 3 FEET EAC.. THE DESIGN OF THE BUILDINGS SHALL CONFORM TO THE NATURAL TOPOGRAPHY OP EACH LOT TO MINIMIZE THE REQUIRED CUTS AND FILLS. . T. IF A DSM HERD INPACT BERM IS CURRENTLY IN EFFECT, IT SHALL BE PAID PRIOR TO THE ISSUANCE OF BUILDING PERMITS. 8. BUILDING FOUNDATIONS/ FOOTINGS SHALL BE OESIGNEO BY A REGISTERED CIVIL ENGINEER OR LICENSED ARCHITECT. - ADDITIONAL INFORMATION -SHEET ROCKY BI.uFFS SUBDIVISION PHASE 2 BEING A PORTION OF SECTIONS 2 AND 3, T. 21 N., R.2 E., M. D. M. BUTTE COUNTY CALIFORNIA for M.I.K.- ASSOCIATES NorthStar ENGINEERING SHEET 3 OF 3 APN a1 -Be -oz! 200CLLAnn1v, OPNC•GOCO. tnLWIVnA 9591] HYD149] • I600 In U]0149! - 2N] APRIL 1998 JOB.. 6259 9 FI CURVE DATA 5 ` Cl IP 100.00• L 101.)t• 0 50]0•)9'In,PI sN 9r-lt60B N NI \ 1 C2 1.. 2e0.00• L . 109.85• D . v:e•u'In.RI 1 )` ���y,62y3g 10 Ei CI IP ]0 00 L 10 B]'3 • ' p 100 t01- C1 IR 50.00' L 3].]7• O • 36'5 9. Ol'1 N. RI CS IR 50.00• L • 151.81' D 1)]•59.10'1 n, RS C6 IR 20.00' L 19.15' D . 55'09.00'1 N, RI C) IR 220.00• L • 06.31• D 12'28.12.1X.0.1 \ CB IR 120.00' L • 112.11' IT C9 IR • 20.00' L 31.12' 0 • 90'00.00'In,Rl LB 18. 65•41•25• R. 11.02•)C,RI C10 IR 20.00• L 15.50' D 11.21•SS"IM,RI \ CII IR 50.00• L 231.60• D 260•19.50'IN.R1 L9 10. 13'12'13' e.. 75.00'][. 0.1 C12 (A 50.00• L 18.16• D SS'10.3 )"I 11.0.3 y,. C1) R 180.00• L 62.00 D • 19.11.09• L10 IN. .6•.)'1,' R., 10,00'IC.R1 C14 R • 180.00' L 111.)1 D • )8.11•)0' � pR1yE CIS R 280.00• L 71.56' D • 11'30.51' L31 111 55•49.56- e., 220.63•IC.541� C16 R 280.00' 37.29' � EAGL P(LOI L D 07•))'19' C23 � C17 1 50.00' L 102.82 D 117•19.20- / U IPEP RI CIB R 50.00' L 19.01' D 56.09.50' C19 R 50.00' L 11.17' D 50•)6.5]' _ OC20 C20 R 50.00• 73.13' Lal (11 55'19.56' LI1 11. 19'49.31' e., 21.36.1[.0.1 L D 83 48 O] n h C]3 R 50.00• L 86.88' D • 99•31.08• �m ` c]a P 50.0 D' L ]0.1]• D 11.51.18' T w C]) IR 150.00• L • 153.09• D 5B'2B'39'IN.RI , �1 ` `* C24 IR . 250.00' L 99.011' D • 22.28.11'IN.Rl Npll Bo/p aCp m?, PC Cls IP • 100.00' L 100.14- D 11'10'37'1 c. RI E 1 C2IR 1000.00' 15).2)' p 08•16.51'IC,Rl a C])7 IR 1960.00' L 11.03' D 01.1]•13'1 C.Rl u ^ � ' l LINE DATA �� L1 Ie. 65.11.25• e.. 1).8]'1.,.1 12 19. 13"12.11'Cl Ll 18. )2'0]'53' 8.. 6].11']X. PI f Cl, L4 (ID. 2]•10'0)- e., 9.77')K.R1 \i :fir 1�JP9lR1 5KyylAr ei)jgE (N.61 LS IS. 31'01'11' B.. 9).10')..11 �n L6 19. 13'12.13' 6.. 3).56.1 X. 0.1 pROJ£Cr ��'• L7 0. 65•.1.25' i., 1).B2•In,Rl IT LB 18. 65•41•25• R. 11.02•)C,RI l 1 ` L9 10. 13'12'13' e.. 75.00'][. 0.1 y,. L10 IN. .6•.)'1,' R., 10,00'IC.R1 L31 111 55•49.56- e., 220.63•IC.541� L12 10. 34•10'04' R.. 261.03•I..RI LOCATION MAP NOT TO SCALE Lal (11 55'19.56' LI1 11. 19'49.31' e., 21.36.1[.0.1 SCALE: 1' - 100' NOTES 1. BOOR 2036 O.A., PAGE 599 PROVIDES FOR EASEMENTS FOR ROAD, SEWERAGE AND PUBLIC UTILITY PURPOSES. SAID 'SENSNTS ARE NOT DEFINED OF RECORD AND MAY OR MAY NOT FALL ON TBE HEREON SIIONN REAL PROPERTY. 2. SERIAL NO. 91-46151 PROVIDES FOR A PACIPIC OAS 6 ELECTRIC EASEMENT. THE LOCATION IS NOT DEFINED OF RECORD AND MAY OR MAY NOT FALL ON THE HEREON SHOWN REAL PROPERTY. 3. THE 10 STORM DRAIN EASEMENT SHOWN HEREON IS TO BE RESERVED IN DEEDS FOR THE BENEFIT OF LOTS 21 THROUGH 31 OF PHASE 2 AND FOR PHASES I AND 3. SHEET 2 OF 3 S OF BEARINGS THE BASIS OF BEARINGS FOR TRIS MAP IS THE EASTERLY LINES OF LOTS 1'6 2 OF ROCKY BLUFFS SUBDIVISION - PHASE 1 AS EVIDENCED BY MONUMENTS BROWN HEREON AS POUND. BEARING OF SAID LINES IS S. 28`36.21" E. PER RI. LEGEND 0 SET If IRON PIPE TAGGED RCE 29465 O POUND )r IRON PIPE TAGGED RCB 29465 IN CONCRETE • POUND H• IRON PIPE TAGGED RCE 29465 OR K' REBAR TAGGED RCE 29465 9CALCULATED POINT 1 1 EMBRACES RECORD DATA R1 RECORD DATA PER BOOR 126 NAPS. PAGES 60-65 . MEASURED DATA P.D.F. PUBLIC UTILITY EASEMENT S.O.F. STORM DRAIN EASEMENT s.S.F. SANITARY SENSE EASEMENT --- PHASE 2 BOUNDARY LOT NUMBER PER ROCKY BLUFFS - PHASE 1(R1) ..C. WITNESS CORNER C, SET COUNTY OF BUTTE S-11 CENTERLINE MONUMENT C CALCULATED DATA ROCKY BI.uFFS SUBDIVISION PHASE 2 BEING A PORTION OF SECTIONS 2 AND 3, T. 21 N., R.2 E., M. D. M. BUTTE COUNTY CALIFORNIA for M.I.K.- ASSOCIATES NmthStar ENGINEERING ,PH 011-88-023 Dam a>3 -160o E0. ulm e93 - znJ APRIL 1998 )OB M0. 6x59 L.LK IIh ILA It OF L.0 ILK CI-IIUN VOG- i,U v1-Wv.2 J ova /.(QO(] I -!/L.] f7 17-30. ROCKY BLUFFS SUB., PTN. NE 114 SEC. 30 T.21 N. RIE M.D.B. &M. I.13AC h�2.1 28 24 22 27 291. h� 1.26Ac 19Ac 30 25 . g62�ri�0� 26 1. I IAC � t, 31 27 � 2, 3t .�' L17Ac.864c . � 20 20 '9 IAC i.24Ae 35 .46AC LOT SEE 920-001-025 ' 26 31 181.47 COA040A7 AREA 19 19 1.371c�e� .9'm 34� N�0. '� .89AC C� 32 27 1^ 2 ' 1.04Ac . - 29 8 r700 1.6OAc cA 179B4c 1.31Ac la . 1.054c$ 16 '^ ?_ 1:27Acd6 •Pr 15 15 ,iaS° NE51 �i ,e �3 O ° Ct,� o, M1,po+ J� yn,•� 2.47Ac pl m 11 11 t2 12 1.14Ac 14 1.26Ac Ig, 13 1�' 4 m 13 14 1.07Ac m .90Ac A l 1 `GT �O1 c 1.47Ac 200.22 165.11 1.24Ac 08 4 -91A.c 23D.37 208.51 ,�' S 4 M1�" ej,97A[75`'� t�� 116.48 EAGLE 240"0 7S SEE 920-001-023 ,, 6 OS .87Ac' 139.86 p - ]0 m 9 101 O.89Ac $ n- 100 o T 1.80Act t S2Act 10 g 88As 198.13 RS 41-9 M19o00 24 SEE 920-001-026 �� ? g40.� t 1.69h Q`tC>E COMMON AREA Bt 3 , .27AC 3 a19s90 �14 q>•IPSE $ pCK 99 b.lOAc 28ay16 }10.00 1CJ�13 �p1 A p, ROCKY BLUFFS SUB. PHASE 1, 126 M.O.R. 60 65, 11-13-92, LOTS 1/20 & A/D SK' ROCKY BLUFFS SUB. PHASE 2, 150 M.O.R. 7%9, 07-14-2000, LOTS 21/31 's Butte County Assessor's Map g Book 17, Page 30 . NOTE: T11ese parcels are for assessment puryoses ony and may not constitute legal parcels. CREATED BY CREATED ON 08-1998 REVISED BY SL I REVISED ON 9-09-2004 PRIOR 11-42 JEFFECTAIE 2004-05 ROLL • - , Previous Book 11, Page 68, Compiled gy The Butte County Assessors O1Rce DROP BOX COVER SHEET All of the following information must be completed. Writing must be legible. Date: AUOq . Zq , Zoo Assessor's Parcel Number: O 1 `%— 3U 0 Cd4 Owner and/or Applicant: _ -Tie- 0 ner Permit/Application Number: D S Z-- 0 Z E -Mail Address: ',bran� GC- r- -e . Gom Contact Phone Number: (S3o) Directed to (Staff Person): z C Y vV J vj�tn COMFI �ou�vr� AUG 2 9 201a v. s�stt/I� S STEPHEN E DWARD GILMORE ARCHITECT February 8, 2006 - Scott Rutherford, Director Butte County Building Department 7 County Center Drive Oroville, CA 95965 Re: Permit application No. 052702 Trenner Residence, APN 017-300-026 Dear Scott: This letter is to request the drawings for this project be put into the Building Department plan check process as soon as feasible. The property owners, Dennis and Laura Trenner, understand that should the Certificate of Correction process underway in the Planning Department fail to be approved and the project therefore move into a redesign in order to conform to the existing subdivision map conditions, or for any other reason not move ahead, that they would not be given a refund of the plan check fees. AThou for your attention to this matter. more, Architect LASS.E--N D 1-S1GN S TUDIO PO B`OX 560 MANT0N- CA 96059 [ 5 3 0] 4 7 4- 3 3 6 6 9 February 1, 2006 STEPHEN E DWARD GILMORE ARCHITECT Scott Rutherford, Director Butte County Building Department 7 county Center Drive Oroville, CA 95965 Re: Permit application No. 052702 Trenner Residence, APN 017-300-026 Dear Scott: I've struck out trying to get through your filter by phone, so thought I'd try the letter approach. What I'm asking is if you could do me a favor by looking into the status of this job to determine if it would be feasible for it to be entered into the Building Department plan check process while it is going through the Certificate of Correction process with the Planning Department. See enclosed communication from Planning and my response letter. A Certificate of Correction affecting this property appears to be a "slam dunk" since it has already been approved for other lots of this subdivision (Rocky Bluffs). Chris Tolley or Mark Michelena, Assistant Planner, would be the contact person who knows the history of the situation. The owner's, contractor's and my concerns are that we have no definitive idea of when the plan check process will begin so that we can schedule our calendars. Thank you for checking on this for me, and if there is any way it could get into your department's plan check stack it would be much appreciated. Re tfully submitted, Steve Gilmore, Architect -�-. L A S S E D -�-N -EJ S -1 N S T U D I O PO B'OX 560 MANTON, CA 96059 [ 5 3 0] 4 7 4- 3 3 6 6 Butte County Departrnent ofDevelopment Services PAUL IVICINTOSH, INTERI... DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING October 7, 2005 Deni Trenner 1031 Mildred Ave. Chico, CA 95926 Subject: Building Permit 05-2702 (APN 017-300-026); Proposed Structure Dear Deni: The Butte County Department of Development Services, Planning Division, has reviewed the submitted permit application, and requires the following revisions to your siteplan, or information in order tn rnntim,n the ❑ Creation Deed ❑ Erosion Control Plan ❑ Site Plan Resubmit — Follow Requirements ❑ Setback Conformance LJ Watershed Protection Zone ❑ Front Yard ❑ Cohasset Specific Plan ❑ Side Yard ❑ Subdivision Map Note ❑ Rear Yard Off -Street Parking; Development Standards ❑ Special Setback or Parcel Limitation ElParking for Specified Use ❑ Federal Aid Road/Arterial ❑ Lot & Landscaping Requirements ❑ Easement ❑ Oak Tree Plan ❑Subdivision Map Condition/Note El SRA Setback* ❑ Fire Sprinklers* ❑North Chico Specific Plan — Erosion Control ❑ Notification Only— No Action Required N Other: Grading plan does not conform to Note 6 of 1D)' o') a,., CA'n- n Fire sprinklers, -and the .SRA setback, are not requirements for the Planning -Division approval, and" this notification is for informational purposes, however it will be required for the issuance of building permits. A review of the grading plan indicates that the plan exceeds the maximum allowed 3 feet for cuts and fills. The plan must be designed to conform to this requirement (see enclosed. documents). Should you have further questions please contact me between the hours of 8:00 a.m. and 4:00 P.M. Monday through Friday at (530) 538-7603, or the appropriate Department/Division identified in the hand-out. - Sincerely, - C�l Chris Tolley r. Assistant Planner �: Department r „ ri n t V J. Michael Crump, Director Shawn H. O'Brien, Assistant Director October 28, 2005 Dennis and Lora Trenner 1031 Mildred Ave. Chico, CA 95926 of Public o f B u t t Re: Grading Permit Application — AP 017-300-026, SI -749 Works LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 To Whom It May Concern: — With reference to the above subject, enclosed is: ❑ Road and Drainage Plans -CK #1 ❑ Drainage Calculations ❑ Engineers Estimate ® Grading Permit ACTION REQUIRED: ® Resubmit plans and /or other data in accordance with changes in red. ® Review and comment on the following: Remarks. 1. Certificate of Correction Doc. # 2001-0033805 requires submittal of an erosion control plan prepared by a civil engineer or other qualified professional approved by the Department of Public Works if soil is disturbed between April l5 and November 15. 2. The architectural plans show the potential for fill exceeding 1,000 cubic yards. However, not enough information was provided. The plans should show enough grading information as to depth, slope, width, benches and limits to allow the Public Works Department to estimate cut/fill volumes. 3. The plans show fill areas greater than 3 feet in depth beyond the building footprint. A condition of development that was recorded with the Subdivision Map creating the lot limits soil cut and fills to 3 feet in depth beyond the building footprint. See note #6 on Sheet 3 of the Subdivision Map. _.... . -NO ACTION REQUIRED: ❑ Per your request. If you should have any questions, please call (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, Eric Schroth, P.E. Associate Civil Engineer cc: Stuart Edell - Manager, Land Development Division encl. ,. %QnT—n r wading Pe mil AP 017300-0026 SI -749&D 1460-T2nsm W -PL= Trenner Ck 1 102605.doc 3' V 7 P1 V C M 1 1116"r CSTEPHEN EDWARD GILMORE ARCH ITICT Date: November 29, 2005 To: Paul McIntosh, Interim Director Butte County Department of Development Services, Planning Services 7 County Center Drive Oroville, CA 95965 Re: Certificate of Correction, Lot 21 Rocky Bluffs Subdivision, Chico, CA AP No. 017-300-026 Dear Mr. McIntosh: I am the architect for Dennis and Laura Trenner who own I,ot 21 of the Rocky Bluffs Subdivision, Chico, and who are applying for a Certificate of'Correction. Please rind the enclosed application for this Cerlilicale ol'Correction for Lot 21 of the Rocky Bluffs Subdivision, Chico, CA. In addition are the following attached Exhibits: Exhibit A: Proposed revision statement to Note number 6 on sheet 3 of 3 of said Book 150 of Maps at pages 7-9. Exhibit B: Rocky Bluffs Subdivision Ilomeowners Association authorization statement. Exhibit C: Names of Rocky Bluffs Subdivision property owners. The following; are my considerations and reasons why I believe this upplicalion is viable: In 2003 one of the other property owners along; the canyon side ol'Eagle Nest Drive went through the process of having recorded a change to the Subdivision Map, note number 3 Sheet 6 of 6 of said Book 126 of Maps at pages 60-65 for Phase 1 Lots 11-20. When 1 began working on the design of the residence fix Lot 21,1 was told that the note regarding cut and fill requirements had -been revised. per F,xhibit A above. My documents attempted to conform with the Exhibit A requirements and were submitted for Building Permit application. What has been uncovered by the Planning Department review is that in fact Lots 21 and 22 of Phase 2, .which are similar down sloping bluff lots to lots I Ithrough 20 of Phase 1, do not have the revised condition regarding an alternative to the allowable cut and fill. Lot 22 has already been permitted to build; consequently, Lot 21 is the.only remaining parcel which has site conditions, making it extremely costly and ditricult to conform to the existing maximum cut and fill requirements set in place by the subdivision map. L A S S E N D - ESS N S TUD1.0 PO BOX 560" MANTON, CA 95059 15301 474-33.66 • +,l.. a.`\�1.y�glrOiPy�my 4-X15'•. �c-.tiPrmwaw.s wrw.lr.w�w. nev-.r+. �.......... ........�-. ...�-..... ..-. . - .. .. . Our rationalization for the enclosed Certificate of Correction application is to bring Lots 21 & 22 into conformity with the requirements applied for the development of lots 11 through 20. Thank you for your attention to this application. Sincerely, Steve Gilmore Architect STRUCTURAL CALCULATIONS RCE Job #2005.023 for Steve Gilmore Trenner Residence Lot #21 Eagle Nest Drive Chico, CA Calculation Index: • Retaining Wall Detail • Retaining Wall Analysis Revision Summary: Rev. 0 Rev. 1 Rev. 2 �EV • "fb 70Z BUTTE BUTTE COUNTY BUILDING DIVISION APPROVED 112 z-/0 7 P. /J. 9/28/05 Initial Issue 6/15/06 PC Response: Revise Footing F-B.W. Revise Beam 5 per Arch. 1/16/07 14' Retaining Wall. CIVIL - STRUCTURAL ENGINEERING SURVEYING 3060 Thorntree Dr. Suite #10 - Chico, CA 95973 'hone: (530) 894-8833 — Fax: (530) 894-8882 fax cm(@r-c-e.com - http://www.r-c-e.com 13 LD & dp 1 Structural Calculations Criteria Project: Trenner Res. RCE Job Number: 2005.023 Owner: Dennis & Lora Trenner Location: Chico, Ca. Date: January 16, 2007 Code: California Building Code, 2001 Edition. Code Enforcement: Butte County Building Department Loads: Seismic Design: Seismic Zone: 3 Importance factor: 1.0 Soil Profile Type: Sc Seismic Source Type: B Closest Distance Seismic Source: NA Wind Design: (Method 2) Wind Speed: 80 mph Exposure: C Soil Bearing: 2000 psf Notes: Special Inspection is required for project. See Sheet S 1. Roberts consulting engineering does not represent that these calculations or any specifications in connection therewith are suitable whether or not modified, for any other site than the one for which they were specifically prepared. Roberts consulting engineering disclaims responsibility for these plans and specifications if they are used whole or in part at any other site. Plans are not valid until reviewed and approved by appropriate governmental agencies CIVIL — STRUCTURAL ENGINEERING SURVEYING 3060 Thorntree Dr. Suite #10 - Chico, CA 95973 'hone: (530) 894-8833 - Fax: (530) 894-8882 fax dor-c-e.com - htip://www.r-c-e.com #4's @ IS" O.G. -J CONCRETE STEM - 12" Fc= 2500. psi, Fy= 60000. psi MIN. 2'-O" EMBED VERTICAL #4 BARS @ 42" O.G. HORIZONTAL #4 BARS @ 42" D.G. 1 5/4" COVER _ EA. SIDE VERTICAL #4 BARS @ 42" O.G. HORIZONTAL #4 5 A R 5 @ 4i'2" 0. C. LANAI SLAB, SEE PLAN. MUST MIN. BE IN PLACE BEFORE WALLIS 2'-0" BACK FILLED MORE THAN &-O" � EMBED a O-' ° Cj tL cR" d #4's Q'—/ ° 4" PERP. DRAIN O 15,10.0. Il4�i d 0 LINE w/ 3"0 DRAIN -1 pop z Q ROCK, (EXTEND TO cV DAYLIGHT) a • c. d • #4 BARS, TOP 8 BOT. MATCH STEM 5PAG I NG ° #4 BARS O.G. TOP 8 BOT. #4's 12" O.G. ° #4 @ 4142" O.G. 2'-0" I' -O" [' CRETA I N I NG WALL ® LANA TRENNER RESIDENCE 14' RETAINING WALL DETAIL JOB NO. - 2005.023 03060 CIVIL - STRUCTURAL EENGINEERING SURVEYING 1horntree Dr. Suite #10 - Chico, CA 95973 one:(530)894-8833 - Fm: (530) 894-8882 ci@r-c-e.com - http://-r-c-e.com -*P.baf-o7oF �C iri ° O = Q 0 �/ 0O V lU 0 0 - WATER -PROOFING B.O. G ° /— MATERI ALABRI O-' ° Cj tL cR" d #4's Q'—/ ° 4" PERP. DRAIN O 15,10.0. Il4�i d 0 LINE w/ 3"0 DRAIN -1 pop z Q ROCK, (EXTEND TO cV DAYLIGHT) a • c. d • #4 BARS, TOP 8 BOT. MATCH STEM 5PAG I NG ° #4 BARS O.G. TOP 8 BOT. #4's 12" O.G. ° #4 @ 4142" O.G. 2'-0" I' -O" [' CRETA I N I NG WALL ® LANA TRENNER RESIDENCE 14' RETAINING WALL DETAIL JOB NO. - 2005.023 03060 CIVIL - STRUCTURAL EENGINEERING SURVEYING 1horntree Dr. Suite #10 - Chico, CA 95973 one:(530)894-8833 - Fm: (530) 894-8882 ci@r-c-e.com - http://-r-c-e.com -*P.baf-o7oF �C 12." Concrete w/ #4 na 4.25" 12. 12. a To specify your own special title block here, use the "Settings" screen and enter your title block information. Title • Trenner Residence Page: 1 QZ Job # :2005.023 Dsgnr: JKB Date: JAN 11 007 Description.... This Wall in File: \kottokckworkk20051023-trennerkrw.rp5 Retain Pro 6.1e, (c)1989-2004 Restrained RetainingWall Design 9 Code: CBC 2001 P-11 4904, Registration # : RP -1134905 Fc riteria ISoil Data Footing Strengths & Dimensions Retained Height = 14.00 ft Allow Soil Bearing = 2,000.0 psf Toe Width = 2.00 ft Wall height above soil = 0.50 ft Equivalent Fluid Pressure Method Heel Width = 6.25 Total Wall Height = 14.50 ft Heel Active Pressure = 35.0 psf/ft Total Footing Wid& = 8.25 Toe Active Pressure = 35.0 psf/ft Footing Thickness = 18.00 in Top Support Height = 3.00 It Passive Pressure = 250.0 psf/ft Key Width = 12.00 in Soil Density = 110.00 pcf Key Depth = 18.00 in Slope Behind Wall = 0.00: 1 FootingIlSoil Frictior = 0.300 Key Distance from Toe = 2.00 ft Height of Soil over Toe = 36.00 in Soil height to ignore Water height over heel 9 = 0.0 ft _ for passive pressure - fc = 2,500 psi Fy = 60,000 psi 0.00 in Footing Concrete Density = 150.00 pcf Wind on Stem = 0.0 psf Min. As % @ Top = 2.00 in = 0.0018Cover @ Btm.= 3.00 in Surcharge Loads Uniform Lateral Load Applied to Stem Adjacent Footing Load Surcharge Over Heel = 100.0 psf Lateral Load = 0.0 #/ft Adjacent Footing Load = 0.0 lbs -Used To Resist Sliding & Overturning ,,,Height to Top = 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 0.0 psf ...Height to Bottom = 0.00 ft Eccentricity = 0.00 in Used for Sliding & Overturning Wall to Fig CL Dist = 0.00 ft Axial Load Applied to Stem Footing Type Line Load Base Above/Below Soil Axial Dead Load = 0.0 lbs at Back of Wall = 0.0 ft Axial Live Load = 0.0 lbs Axial Load Eccentricity = 0.0 in Earth Pressure Seismic Load Kh Soil Density Multiplier = 0.200 g Added seismic per unit area = 0.0 psf Stem Weight Seismic Load Kh Weight Multiplier = 0.000 g Added seismic per unit area = 0.0 psf Design Summary ki Concrete Stem Construction Total Bearing Load = 13,526 lbs Thickness = 12.00 in Fy = 60,000 psi ...resultant ecc. = 2.06 in Wall Weight = 150.0 psf fc = 2,500 psi Soil Pressure @ Toe = 1,434 psf OK Stem is FREE to rotate at top of footing Soil Pressure @ Heel = 1,845 psf OK Allowable = 2,000 psf Mmax Between Soil Pressure Less Than Allowable @ Top Support Top & Base @ Base of Wall ACI Factored @ Toe = 1,721 psf Stem OK Stem OK Stem OK ACI Factored @ Heel = 2,214 psf Design height = 3.00 It 0.00 ft 0.00 ft Footing Shear @ Toe = 4.9 psi OK Rebar Size = # 4 # 4 # 4 Footing Shear @ Heel = 16.3 psi OK Rebar Spacing = 4.25 in 4.25 in 4.25 in Allowable = 85.0 psi Rebar Placed at = Edge Edge Edge Reaction at Top = 6,322.4 lbs Rebar Depth 'd' = 9.50 in 10.00 in 9.50 in Reaction at Bottom = 3,426.6 lbs Design Data Sliding Stability Ratio = 2.50 OK fb/FB + fa/Fa = 0.691 0.000 0.000 Sliding Calcs Vertical Component NOT Used) Mu .... Actual = 15,502.7 ft-# 0.0 ft-# 0.0 ft-# Lateral Sliding Force = 3,426.6 lbs less 100% Passive Force= - 4,500.0 lbs Mn ` Phi ..... Allowable = 22,447.9 ft -# 23,718.4 ft -# 22,447.9 ft -# less 100% Friction Force= - 4,057.9 Shear Force @ this height = 6,167.9 lbs 4,167.2 lbs Added Force Req'd = 0.0 lbs OK Shear..... Actual = 54.10 psi 36.55 psi ....for 1.5 : 1 Stability = 0.0 lbs OK Shear..... Allowable = 85.00 psi 85.00 psi Footing Design Results Rebar Lap Required = 31.20 in 31.20 in Toe -4eel Hooked embedment into footing = 8.40 in Factored Pressure = 1,721 2,214 psf Other Acceptable Sizes & Spacings: - Mu': Upward = 3,522 27,285 ft-# Toe: None Spec'd -or- Not req'd, Mu < S ' Fr Mu': Downward = 1,332 41,237 ft-# Heel:# 4 @ 6.00 in -or- #4@ 7.25 in, #5@ 11.25 in, #6@ 16.00 in, #7@ 21.: Mu: Design = 2,190 13,951 ft-# Key: #4@ 12.50 in, #5@ 19 -or- #4@ 12.50 in, #5@ 19.25 in, #6@ 27. Actual 1 -Way Shear = 4.91 16.32 psi Allow 1 -Way Shear = 85.00 85.00 psi To specify your own Title Trenner Residence Page: h J special title block here, Job # 2005.023 Dsgnr: JKB Date: JAN 11,2007 use the "Settings" screen Description.... and enter your title block information. This Wall in File: \\ofto\c\work\2005\023-trenner\rw.rp5 Retain Pro 6.1e,P-113494905 Design 04, (c)1989-2004 Registration # : RP-11Restrained RetainingWall Di n Code: CBC 2001 Summary of Forces on Footing : Slab is NOT resisting sliding, stem is PINNED at footing Forces acting on footing for overturning, sliding, & soil pressure Lateral Distance Moment Vertical Lateral Distance Moment Overturning Moments... lbs ft ft-# Resisting Moments... lbs lbs ft ft-# Stem Shear @ Top of Footing = -2,604.5 1.50 -3,906.7 Heel Active Pressure = -822.1 0.74 -606.7 Sliding Force = 3,426.6 Overturning Moment = 4,513.5 Footing Stability Ratio ###.## Net Moment Used For Soil Pressure Calculations -2,327.0 ft-# Surcharge Over Heel = 525.0 5.63 2,953.1 Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe = 660.0 1.00 660.0 Surcharge Over Toe = Stem Weight = 2,175.0 2.50 5,437.5 Soil Over Heel = 8,085.0 5.63 45,478.1 Footing Weight = 2,081.3 3.90 8,107.5 Total Vertical Force = 13,526.3 lbs Resisting Moment = 62,636.3 2006-0043546' AND WHEN RECORDED MAIL TO: OfficciaRed I REC FEE 7. Official Records I tyy of I CONFORMED COPY 1. 00 BUTTE COUNTY BUILDING DIVISION CounButte I 7 COUNTY CENTER DRIVE CANDACE J. 6RUBBS I OROVILLE, CA 95965 County. Clerk-Recorderl I I CW 02:52PM 23 -Aug -200b I Page i of I 1111111111111111111111111111111111 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: NLL, OT 2 /� as S%to�rt s �lca - ev4q_ih soado oj�l.�-� 'f o� s- .R�k lSD /�'�'� , �2��5� 7, 8/ Date V03 /D,6 ROPERTY OWN S: .6eG!/1 /.S Z -/c=- 77ek ' nr �C7 •�.L L� ��QJ,�n ?,w�� State of California County of���� On j�. o; - . before personally appeared -),z,U C� fS !2)D A Lo-rc_L. -Tr•Pny)e,r- personally known to me (or proved to me on the basis of satisfactory evidence) to be the person hose name(sWare subscribed to the within instrument and acknowledged to me that_a/'she/they executed the same in hiAor/their authorized capacity(ies), and that byJlrsZKe_r/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. WINDY HILLCOMM. # 16065 3 Signature Seal: 00 NOTARY PUBIC CALI ORNIA 0 13UM COUNTY A � r—� r�ZCOMM, EXPIRES DEC. 3, 20091 A.P. # cD 1 _3c)0'V� co 3060 Thorntree Drive #10 • Chico, CA 95973 (530) 894-8833 voice • (530) 894-8882 fax email: cj@r-c-e.com Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7541 RE: Trenner Residence Lot #21 Eagle Nest Drive Chico, CA To Whom It May Concern, Please review the following calculations and detail for the 14'-0" retaining wall located at the Lenai. Thank you for the opportunity to be of service. Please contact us at the address and number above if you have any questions. Sincerely yours, Charles J. Roberts, PE PZ vISI(DN To 1oz �N C��SSoNs s NSW i NCS OF'�f� fell t�/1/l ��_- Ccstfi�ZYZ ---,S TOO C nA /�� .t o N gr�2 X I 1 -- I�►2nti1hC 1(L�C�f N w�� G'�L�S 015( SSM ti 1 13 c� t vv t l .L (Z4�S)6 (E � W v>3ti " T i APPLIED TESTING CONSULTANTS _.:...:.....:........_....... ...:.,...::......:..::._.. ,.:....._......., MATERIALS TESTNG, ENGINEERING AND NSPECTION August 25, 2006 County of Butte Building Division 7 County Center Drive Oroville, Ca 95965 Attn.: Building Official Re: Trenner Residence - Chico Ca. We were employed to provide compaction verification and geotechnical recommendations on the engineered fill building pad located at Lot 21 Eagles Nest Drive at Rocky Bluffs in Chico, Ca. The project consisted of removing all organic and deleterious material from the slope and constructing an cut/fill engineered fill building pad with approximately ten feet of engineered fill. Our technicians found the import fill material contained in excess of 30% + 3/4 inch material. Per ASTM D1557-91 section 1.2 and ASTM D4718-87 section 1.3, we cannot proceed with conventional' density testing procedures on this material. Per our agreement with the City of Chico Building Department, all fill would have to be monitored during construction to verify -that adequate moisture conditioning and compactive efforts were achieved. We monitored grading operationsyo from 10 -19 -OS to 10-24-05. We verified that all areas to receive fill were bearing on fi .sabletound prior to any fill placement. All engineered fill was moisture conditioned, placed in 8' - 2" lse lifts and compacted with a sheepsfoot compactor. We were on site for much of the fill operations and were satisfied with the compactive effort throughout the import fill. Based on our experience and witnessing much of the earthwork operations, we certify per Article 3, sections 6735.5 and 6735.6a of the Business and professions Code that the engineered fill building pad was properly moisture conditioned and compacted in accordance with Chapters 18 and 33 of the 2001 Uniform Building Code. "The approximate 30 degree slope portion of the fills requires a stepped design to reduce erosion and creep. We suggest using 6 foot benches with a reinforcing fabric to stabilize the area from erosion and creep." BUTTE COUNTY OCT 1120% DEVELOPMENT SERVICES 3060 Thorntree Drive, Suite 10 9 Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 "The retaining wall foundation requires additional support at the top edge of the slope to reduce settlement and resist creep effects. We suggest using drilled piers under the wall. The piers should be connected with a grade beam. Site review of the pier excavation is required. Pier should penetrate the existing site soil by a minimum of 2 -feet of competent material. Piers may use end bearing of 2,500 psf or skin friction of 50 psf increasable 20% per foot of depth (ignoring the top 2' of material ) to a maximum of 500 psf. Maximum spacing to be 10 + feet c -c." Applied Testing Consultants is not a licensed surveyor. We do not verify or certify grades or elevations. Test elevations are derived from information provided by the contractor and/or the client. Thank you for using ATC to provide this service for you. Please call if you have any questions regarding our services described above. Very truly yours, i i Brad Forsythe .President Director of Operations f A`% qty Charles Jober'ts PE Staff Engineer C-038692 Exp. 3/31/07 TRENNER JOB # 2005.025 Page RETAINING WALL DETAIL SCALE: 1/2'' v 1'-0" W I TH GA I SSON 1'-0" #5 GR 60 3u CLCk12 a #4 GR 40 16" O.G. d 9 cd ° _#4o 16" O.G. . a. 3'-0" ° 1'-0" a • 3—#6 GR 60 • °°14 m MEN 3—#6 GR 60 — #4 AS SHOWN ° 4 IOESURVEYING CIVIL - STRUCTURAL ENGINEERING 3060 Thorntree Dr. Suite #10 -Chico, CA 95973 Phone: (530)894-8833 - Fax: (530)894-8882 cj@r-c-e.com - h"p://www.r-c-e.com 4 a 4 A e O ° ° � 4 ° e d < d ° 6 2'-0" 24"(P x 8'-10' DEEP GA155ON5 @ 10' O.G. TRENNER RETAINING WALL DETAIL BETWEEN CAISSONS JOB # 2005.025 Pace SCALE: 1/2" = 1'-0" #5 GR 60 16" O.G. #4 GR 40 am J4 @ 16" O.G. WIN° a • 9 d 8 d r • a • d • • #4 @ 11-011 d O ° • d ° • 3-#6 GR 60 14 00-0 -0 d • ° �a � d d a #4 TIES 20" O.G. O Z#4 A5 5HOWN 3-#6 GR 60 *ECIVIL - STRUCTURAL SURVEYING ENGINEERING 3060 Thorntree Dr. Suite #10 - Chico, CA 95973 Phone: (530) 894-8833 - Fax: (530)894-8882 cl@r-c-e.com - h"p://www.r-c-e.com BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds I- PROJECT INFORMATION Site Address: 195 EAGLE NEST DR Owner: Permit NO: 06-2128 tAPN: 017-300-026 Trenner, Dennis & Laura Rev T Issued Date: 11/09/2006 By KCG Permit type: MISCELLANEOUS 1031 Mildred Avenue Subtype: Private Pool Chico, Ca 95926 Expiration Date: 11/09/2007 Description: POOL (MASTER #01-507) (530) 894-7723 Occupancy: Zoning: Contractor Applicant: Square Footage: WATER ART INC. DBA ADONIS POOL WATER ART INC. DBA ADOr Building Garage RemdUAddn 12 PHEASANT RUN COURT 12 PHEASANT RUN COURT CHICO, CA 95973 CHICO, CA 95973 Other Porch/Patio Total (530) 891-1197 .` (530) 891-1197 FEE INFORMATION Fund 10 BLDG $467.42 Total Charged: $467.42 Fees Paid: $467.42 Balance Due: $0.00 Receipt No: 461184 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License WATER ART INC. DBA ADONIS 266839 / C53 / 04/30/2007 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with S 000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the ! basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 1/09/2006 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: COdors Si re Date ❑ 1, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR RKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements E]I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). JZ21 HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ 1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: coon 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors License Law dows not apply to an owner of the property who builds or improves o My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: STATE FUND policy Number. 229-002Exp. Dale:01/01/2007 Contractors License Law.). (This section need not be completed if the permit is foris for on�llars ($100) or less.) I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, a d agree that if I should become subject to the workers'X 11/09/2006 compensation provisions of Sec' 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X 11/09/2006 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building SignatDate WA ING: F LU TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL JECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused by, arising out of, or in any way connected with HUNDRED TW6USAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. Cougwrobpteroe above mentioned property for inspection purposes. I hereby certify that I am the Pr erty o n or am authorized to act on the pro ert cone alf. 11/09/2006 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for ermittee [SIGN] Pri Date the performance of the work for which this permit is issued. (3097 civ. code) OwnerContractor OR. Agent for Owner ❑Agent for Contractor FILE COPY Lender's Address City State Zip COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION t;;, .,7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: e n tu- k,-- ASSESSOR PARCEL NUMBER [J (- o a(10 Proposed Building Use: _ � :'Permit Technician: Date: v . Items required in order to apply tor a permit All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 0 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of. these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. HazardousNaterial Form ❑ 12. Acknovrledgement of building permit application without required clearances. ❑ 13. Other Remaining items needed to issue the permit (May require additional plan review upon receipt of the following items.) 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16.Agricultural Buffer dr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑ 18. Erosion Control Plan Required........................................................................ ❑ 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑ / 2. , Califomia Department of Forestry plan approval ❑ paid. Sent by: .. 3. tanning approval for (A) Use: (B) Parking: (C) Parcel Check:.... Ptr � S � T ❑ Z4. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... :A: 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits ............. :........................................... ❑ 34. Deed Restriction.......................................................................................... ❑� R . Legal description 11M.H. Title, title search, registration or MCO.:,., .. Irther..�t�2. L�S -o'1i C��i �/�e�C 'ILl ... ���1�� 1�� 21 ❑ �¢. QU S E 1 S When issued Telephone 69gl r 117 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant I V- �, . Date: 1. Index perin'fapplicaflon for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data bj ❑ phone, ❑ mail, ❑ c u r, by Date: Plans reviewed by: Date: a Plans approved by Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division -DUTTIE COUNTY " - DEPARTMENTOF PU HEALTH ENVIRONMENTAL HEALTH DivisiON ENVIRONMENTAL HEALTH CLEARANCE REVIEW A Clearance is a review by Environmental Health to assist the applicant in the Building Permit process by verifying compliance with the requirements of the Uniform Plumbing Code regarding minimum standards for sewage and water systems. A Clearance remains valid when: ➢ The parcel will be served by existing water and sewage systems determined by the Division to be adequate for the proposed use, or ➢ The parcel will be served by individual well and septic systems, not yet constructed, but under current, non -expired permits Owner Name ✓>✓t�-S.y//'���V1�'� APN Site Address � tQ crelkd'' City L/t�c_p Project Type /� ❑ Single Family Residence with bedrooms Other (Describe): 140 File Records Review Will the parcel be served by a public/community water system? /Yes ❑ No ➢ If yes, what is the name of the system? G 02 ➢ If no, is there a valid well permit on file? ❑ Yes 4 No ➢ If finalled, what was the date of the final? Will the parcel be served by a public/communit ewer system? s ❑ No ➢ If yes, what is the name of the system? �c_ ➢ If no, is there a valid septic permit on file? ❑ Yes ❑ No ➢ If finalled, what was the date of the final? Will adequate setbacks to water or sewer systems be maintained? ❑ Yes ❑ No Comments *** Official Use Only Below This Line *** BUILDING DEPARTMENT: PLEASE DO NOT FINAL THE PERMIT UNTIL ENVIRONMENTAL HEALTH HAS SIGNED PART TWO OF THIS CLEARANCE. Part One: Clearance for Building Permit Approval Part T ear nce for Building Permit Final 06 EHS Date EH Date + lot Plan`Attached 6 loor Plan Attached ❑ Pt 1 Sent to DDS: ❑ Pt 2 Sent to DDS: Revision August 21. 2006 * T.,OdmfnisrrarlonlForrnskClearance _;. oc 202 MIRA LOMA DRIVE 411 MAIN STREET/ P.O. BOX 5364 7 COUNTY CENTER DRIVE Oroville, CA 95965 Chico, CA 95927 Oroville, CA 95965 TEL: (530) 538-7282 TEL: (530) 891-2727 TEL: (530) 538-7281 FAX: (530) 538-2165 FAX: (530) 895-6512 FAX: (530) 338-7785 Buae County.Department ofDevelopinent Sezwzces 7 County Center Drive o��rrFo ° �: >. :Oroville, CA 95965 ° f sem. ° oo (530) 538-7601 Telephone ' `6' a` o (530) 538-7785 Facsimile c'0UI1`t BUILDING PERIYIIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pen -nit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, . Land Development, County Fire, and Agriculture. I hereby acknowledge: 9 I need to submit applications for septic andlor well to Butte County Environmental Health immediately. ® I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained ® I am responsible for notifying Development Services, in writing, to stop processing. of the application and to arrange for disposition of plans The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or r uire submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required pennits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name. ��� �� / /'a��l% APN: 6117 3Q�) OoC6 Building site address: Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above-refe . ced building permit application and my signature below: SIG ATU APPLI ANT DATE r orks epartmet�t Public 1 ,''� o f B ti t t e b C o u n t y J. -Michael Crump, Director LAND DEVELOPMENT DIVISION Storm Water Mana;enent Procrzm 7 County Center Drive CQ U 1`1'�y Oroville, CA 95965 Uc WOF�S (530) 538-7.266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase ll Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement (LESS THAN 1 ACRE Project Description: --- -ca ion andlor-Parcel plumber; Pro—�ec— -Lt/�'')o ti , By signing below, L the project ownerlowner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit frorn the State of California Regional Water Quality Control Board. Phased- projects that contain multiple site Mild -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board_ I am aware that submitting false andlor inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project.* that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. w Signed: Title: Date: 017-300-026 06-2128 TRENNER, DENNIS. o1957EAGLE NEST -DR; CHICOI-- NOTES ICont: -ADONIS POOLS.CA %--ZS iPOOL(MSTR#01-507)��ju...�., RESIDENTIAL APN: Permit No. Owner. Site Address: Contractor. Type of Permits ' t SPECIAL CONDITIONS CHECKED BY H SRA FLOOD CERTIFICATE EQUIRED . FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS ' F-1 VERIFY MUSE PERMIT CONDITIONS 0 SUBSTANDARD HOUSING LETTER 0 ENCROACHMENT PERMIT 0 REINSPECTION FEE PAID 0 ENV HLTH CLEARANCE DATE JOB F HALED: t SIGNATURE: OK o = NctOK MANUFACTURED HOME -S DATE I Lj PERMANENT FOUNDATION SOFT -SET 1 ZoningSetbacks-Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Tes% FaIUC/O-Concrete 4 Wtr; Loctn Test-Easeinent Needed -Regulator 5 Elec Lactn-+Imes-Gmd • Amp -Concrete 6 Yard Gas; Loctn Test Wrap • Nat Q or LPO Inch Sz Ft Lngth 7 Blckng; SzSpacing-Marriage Llne 8 Gas; MH Test-Demand-Valve•Cnnctr 9 Eiec MH Cntnty Test-Crossovers-Breakers-DImcs 10 Drain; MH Test -Fail -Flex Cnnctr 11 Wtr & Sewer Connected -CIO to Grade 12 Gas and Electricity Tagged 13 Tie Dowqs O Foundation El 14 Exits. 15 Cert of Occupancy 16 HUD Label/insignia Numbers Serial Numbers MISCELLANEOUS VERS`CARPORTS`GARAGES 1 Zoning -:Setbacks -Easements 2 Figs; SoilsSz-OpthSpacing•Cnnc rsSteel 3 Decks, Girders/Jotsts-Dcldng-Brcing Stairs-GuardlHandratis 4 Wood Awn; Posts-Beams-Rftrs�nndrsShthg. Frmg-Brcng 5 Alum Awn; Columns-CnncinsSplice-Decal-Encisrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-AnchrsStuds-Rttrs Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof. Shing -Roofing 11 Ext; Steps-Doors-fandhigs 12 Braced Wali pnls o'� via o� cia~ Pool Drawing 1 Setbacks -Easements 2 Soils;. Compaction -Structure Stability 3 Pool Structure; Steel-CnnctrisThickness Dead Men -lining 4 Elec RcptdslLting; Distanc"M 5 Elec Ppol I.Apg; 15 volts -GR 6 Elec"Endsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/S-Crcitng Egp-Htr 8 Elec Gmdng; Eqp w/5' Crdtng Eqp-Pool lghtg Boxes-Enci4s-pnlboaidsansultn•to Main Conduit 9 "ealth Dept ApP* M 10 Pimb-. Cir Test-Wtr Supply Test 11 Lt Niche , 12 Endsr. Fencing Alarms 13 Bogdutg, Diving board or Slide = NQ RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR DATE PLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Gmd Ftg Dpth 54 Wtr Pipe; Test & Anchr•Nail Prtctn 3 Ftg Garage; SoilsSteel-E(ec Gmd Ftg Dpth 55 DWV; Test Fittings & Anchr.Nail Prfctn 4 Ftg PorcheslDecks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test, Fust flr Tub Ace 5 Stemwalis Main; Steel-Blockouts Wrapped 57 Test Tutt & Shwr, 2nd fir - Tub Ace 6 Stemwalls Garage; Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 6a Hold Downs and Special Anchrs 59 Fre Sprinkler, Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frplc Ftg-Steel 9 DWV; fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF. Gas Pipe; Sz Anchrs-Sz Test o'a cls 11 Wtr Pipe; Test-Anchrs-RgitrService Test 12 Elec Undrgmd DATEM E C H A N'i C A L 13 Plenums & Ducts; Cimc-materialSupportansultn 61 AC Ducts Insulin & Support 14 GirdersSlits-Anchr BoitsJoiists Vnts•Cripples 62 Vent Fan, Exhaust abv Insultn 15 Ace & Vntitn 63 Condensate Drain & Ovriw, Sz & Grade ' 16 Insulation 64 Furnace -Vent Acc-Comb Air RhTuvent 115 Outlet 65 Attic Are & Pltfrin if Furnace in attic DATE FRAMING 17 Sills Proper Materials & Ascus DATE F 1 N A L 18 it iAls Studs -Nailing Spacing & Braces-PlatesSound 66 Ext Steps -Door & SideLt Prtctn-landings 19 Bearing Walls ovet G-rrders;,& fir Nailing 67 Smoke Detector 20 Draft Stop In Walls (iat proof) 68 Furnace Vnts-Cimc-Comb, Air-Cnnctr 21 Fire Stops; Furred Ceilings -Stairs -Chasers -Tubs in Garage; abv4lr-Ducts-Mech Prtctn 22 Headers. BeariisSi &'Bearing' _ 69 Bedroom Exiting 23 Hangers-P•osf:Caps Anchrs-Chnetns 70 GFl 8 Bath Fxtrs &Tub Ace -Spa 24 Ceiling Joisf�ffr Tjes-Purfi�-Roof Brac TrussShthg 71 GFl Are Fault 25 Frplc Tie's or Type A Flui&Fvc Throat Clrnc 72 Elec Trim & Subpnl, Breaker Szs & Labels 26 Attic Acr Sz l Rfnz P'iictp-Draft Stop -ins Baffles 73 Stairs, GuardMandrails 27 Bdnn Wndws or Exiting Doors -Sill tit & Dimensions 74 Frplc or Stove, Cimc-Hearth 28 Garage Fire Prtc ri Framing -RC Chartnel 75 Elec Outlets at Wood Pnl. Int & Ext 29 Prprty Line Firewall & Opngs' . 76 Ktchn, Fxtr & Appinc; Gmd-Air-GapCooking Cimc 30 Ext Doors -One T -Check Gaiage 3r4 Story. 2 Exits 77 Elec Outlets & Rcptcts at Ktchn Counter 31 Stairs; Wid"drrn-Rise-Run-Land'rng-FirePrtctn 78 Garage Fire Dobr, Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Mc Vrrts-Rftr dd&grs 79 AC Dud In Garage -Damper. 33 Siding -Nailing Veneer 80 Wtr Htr. Vnts-Cimc-Com Air Cnnctr-PRY; abv fir 34 Stucco Lath Weep Screed-Fndtn Vnts-Undrnr Ace Mech Prtc n; LPG Appince Undr Horse 3' drain 35 Glazing Area -Glass PrtctnSkyLts-Plastic - 81 Pimb; Elec & Mech•Egp Listed for Locfn 36 Shear Walls; Natl•Cng-Bolts 82 Elec Rcptcis in Garage (GFl) Romex Prtctn 37 Brace Int/Ext Wall pnls 83 Insults -Foam -Looked in Attic 38 Insults Walls -Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration -Walls Wndws 85 Fndn Vnts & Crawl Hole Door Dmge & Wood -Earth 86 Cimc Dmge Planters Q Yes [::]No d dP mss` 87 Stucco Brown -Finish 88 AC Unit Dscnnc% Elec-Plmb 89 Vats abv Roof, PlmbAppinc-Frple-Cimc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFl Rcptc!-tlndrgmd DATE ELECTRICAL 40 Fxtr & Tmsfrmr Cimc-Ins Pdctn 41 Elec Rcptcls Spacing-l-ts & Switches at Doors 92 Vntltn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous irispctns 44 Eqp Gmd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Gmdng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-CIO to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz ya Q CU orAL 98 Address Posted AC Wire Sz ga ❑ CU or AL 99 Fire Sprinkler 48 Range Clic IPQ CU or AL Oven Circ Qa [J Cu or [:]AL Insulated Neutral ❑Yes 0 N 49 Service -Riser Cndctrs & Gmd Main Dscnnct 50 Eqp Clmcs pnls-Motors-Meth Eqp 51 Clothes Closet LI-Shwr Lt -Spa Lt 52 Smoke Detector 01 t RETURN TO CHICO EH TO SITE PLAN -REVIEW APPLICATION Date: AP# _3 bb -aZ Permit Number (if applicable) Bin Number APPLICANT INFORMATION Parcel Size: /% L Owners Name: Owners Address: 10 3 M : I d YJ /1y, Gin;c.o, �A e zn& Telephone No.: y 74 33 Email: Situs Address: L.u'� 7-1 45li e 6mdS ,Or Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel Mobile Home., Residential Accessory A6L -- 71,7 Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other jK Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Fonn ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date t/2-, D Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Or 7 Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) . ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) ❑ Oroville Enterprise Zone Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance --------------------------------- —--------------- —------ ----------- -------- —-------- —---------- --- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: Front Zoning Code )Lot Streets & Highways Fire Prevention Subdivision Map Side L t Side Street U Rear ' J Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 is. 4 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑' School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: El No F-1 Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance/Notice of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 of It Subdivision Mal): Ma /Parcel P Map Date of Recording: it a-0 Lot: �6 Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 'J r Page: l Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association .Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emissior requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved -dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. 011' 11 Page 4 of 5 ., x Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAL.arrys\Building Permit Site Plan Reviewl.doc (2-20-04) Page 5 of 5 OWNERS STA IEMEN r We. MIK ASSOCIATES, A GENERAL PARTNERSHIP, as Owners of the land shown hereon, do hereby slate that we are the only persons whose consent Is neces- sory to pass clear title and we consent to the preparation and recordation of this map. We hereby offer for dedication to the County of Butte for specific purposes the following: I. Easements to PacificService Bell, Pacific Gas h Electric, County Area No. 21. and Gran Mutual WateCompany far Inalaflotion, maintenance and repair of all utilities as shown hereon. Easements to Pacific Bell, Pacific Gas & Electric. County ,Zwc. Area No. 21 and Gran Mutual Water Company far Installation, maintenance and repair of all utilities constructed aVR, on. across and under the Public Ufilly Easements (P.U.E.) shown hereon, together with the right to trim and remove as often as necessary, trees. limbs end brush. 2. The sanitary sewer easements IR pipelines, appurtenances, tanks. Ingress and egress as shown on the annexed map. MIN ASSOCIATES. A GENERAL PARTNERSHIP Signature Nome:C]AF,190%, Tile: ACKNOWLEDCEMEN7S STATE OF CALIFORNIA) COUNTY OF gwMc T a.s On this ISfy, day of D Av , 2000, before me, the underolgned, o Notary Public in nd for aoid Slate, personally appeared personally known to me (or proved on the basis of aatisfactay evidence to be the Pusan(.) whose nome(9) la�ore subsoibed to the whhin Instrument and acknowledged to a Ihol he/she//hey axeeuled lira same In his/her/their authorized capocity(fea) and that by his/her/lbeir signa- lure(9) the Instrument the person(.) or the entity upon behalf of which the person(.) acted. executed this Inst,ument. WATNESS my hand and official sea Print Name: LNM J. Wpag—c Notary Public Commission expires 7-/t • 07 County a/ 9n.Hc STATE OF CALIFORNIA) COUNTY OF On thio day or 2000, before me. the undersigned, a Notary Public In and for sold Stale, per. oily aDpeored personally known to me (or proved on the basis of satisfactory evidence to De the paean(.) whwe name(.) I, are subsoibed to the Within Instrument and odnowledged to me Ihof he/she/they executed lire some in hl3/hR/their authorized capacity(les) and that by his/hu/their signo- tures) on the Instrument the person(s) or the entity upon behalf of which the pereon(s) acted, executed this InstrummL WITNESS my bond and o1110ol .sol Print Nome: Notary Public Commission expires County of SURVEYORS STAIEMENr This map was prepared by me or under my direction and Is based upon a field survey In conformance with the requirement. of the SubdMslon Mop Act and local ordinance at the request of Mlle ASSOCIATES -In April 1998. 1 hereby state that the survey le 1r e and complete as shown and that this final mop substantially conforms to the approved or conditionally upprowd tentallve mop, if any, and that all monuments ore of the cher- ocler and occupy the poalllons Indicated and will be set In (hose positions within 90 day. of the recordation of this mop and will be sufficient to enable the survey to be retraced. 1 9:Or� MICHAEL D. McENESPY RCE 29485 E.D. }-]I-OJ r N0. 294 f CiVi� ,y.pa 9r r.ALt�'� COUNrY SURVEYORS STAIEMENr I, STUART EDELL Deputy County Surveyor of the County of Butte. State of California, do hereby stole that I have examined the final mop for MIK ASSOCIATES, that it ie substantially the same as appeared an the lentaliw map and any approved alterations ..real. that all provi.lons o/ the Subdivision Mop Act of the Stole of Colifomia and local ordinance haw been complied with and 1 am satisfied that the mop is technically correct. Doted: 23 7000 STUART EDELL RCE 29132 Deputy County Surveyor Exp. 3/31/03 County or Bulls RECORDERS CER77RCA 7E- Filed EFiled Oils / e day of TOLY , 2000, .19-'0fa.m.; In Book /fv of Maps, at Page.;] 4 a1 the request of NORTHSTAR ENGINEERING. SERIAL NO.icee- JI10AY C��,AGEka- CANOACE J. GRUBBS D6PUry County Recorder County or Butte CLERK OF 7NE BOARD OF'SUPERNSOR S sm rEM£Nr I, JOHN S. BLACKLOCK, Clerk of the Board of Sup K of the ly of Butte, Slate of California, do hereby stale that on the day of 2000, the Butte County Board of Supervisors officially approved the suD ivision mop of ROCKY BLUFFS - PHASE 2. Easement. to oaaociotlons and public utilities are accepted on behalf of (hose enliliea only. The eonilary sewer easemmis as d¢acribed in Item 2 of the Owner's Statement hereon and offered for dedication to the County of Butte are accepted an behalf of the public. J S. B CKLOCK // �ON�J�r�k of the Boord r Suope,vfsore ,�/ my of Butte SHEET 1 OF 3 ROCKY BIwUFFS SUBDIVISION PHASE 2 BEING A PORTION OF SECTIONS 2 AND 3, T, 21 N., R.2 E., M. D. M. BUTTE COUNTY CALIFORNIA for M.I.K.- ASSOCIATES NorthStar --exi— an-a•sulvevons 20 ozaa nan Dove • ses. aurmxu. "I" ENGINEERING uaoea,_,aoo r..isao,¢,,.In. .1. ail-ee-023 APRIL 1998 ,pa NCI, 62.9 CERTIFIGATE OF COM -MON DOG" ADD( -003380S /3ooK /jp 10#CE 7 t, 4�} 8].95 N.T9°1911 E.\ 91p4LlGln ROBV9T4 YL4 IA CNECRCRI u 1 / 10 PCONS NO OEVFIOPYENT AREA CPOUIIp i/\R ]EC NOTC C. BLUEI LIRE I I $ i� -lam ?Uy4 BT �,O C. N.CT•l��O `- ~•� $(Sby M` O' NW Lo of fPpI E. N�46°!01] E. ��Q° •©. 31J.90' y\ Vol 2y `% T Lo\ 25 \ 3\ \.o o \ g0 O> \T! O1 B.1 l0\ 29 K m\ 6 Lo\ 2 Lot gT 8 A SCALE: I' a 100' SHEET 3 OF 3 NOHoreH 1. TRIS ADDITIONAL INFORMATION SBEET SHOWS ADDITIONAL INFORMATION, IS FOR INYORHATIOHAL FORMERS ONLI DESCRIBIHG CONDITIONS AT TBE TIES or FILING ANALIS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. 2. THERE SHALL BE A 10 -FOOT RADIUS NO DEVELOPMENT ZONE AROUND ALL SIOALICIA ROBUSTA PLANT. NO DEVELOPNSNT SHALL HEAR NO LANDSCAPING, SOIL DISRUPTION, VEGETATION REMOVAL, PLACEMENT OP DECKS OR CONSTRUCTION OF ANY KIND. TRZ INTENT IS TO LEAVE THE LAND IN ITS NATURAL STATE. AS AN ALTERNATIVE THE PLANT POPULATION MAI BE RZEACATED KITH APPROVAL FROM THE CA LIEORNIA DEPAATNffi7T OP FISH AND GAMS. 3. NATURAL V,GZTATIOU WILL BE RETAINED IN THE NO DEVELOPN " AREA. IT SHALL 8E RETAINED ELSEWHERE ON TBE PARCEL WHERE FEASIBLE. ALL TAKES OVER S INCHES IN DIAMETER, AS MEASURED 2 FRET MOVE GAM6, SHALL BE RETAINED UNLESS THEI ARE DISEASED OR REMOVAL IS NEEDED FOR ROAD PURPOSES OR HOPS CONSTRUCTION. C. CONSTRUCTION SITE PREPARATION AND 50IL DISRUPTION SHALL BS LIMIITED TO THE DAY SEASON, MAY THROUGH OCTOBER. S. TREAT IS A 50 -FOOT BUILDING SETBACK LINE FROM THE CENTERLINE OF OSPREY CIRCLE AND THE CENTERLINE OF EAGLE NEST DRIVE. S. ON LOTS 111 THROUGH F24, SOIL MS AND FILLS OUTSIDE OF THE BUILDING FOOTPRINT AREA SHALL BE LIHITEO TO 3 FEET EACH. THE DEAL SIGN Or THE BUILDINGS SHALL CONFORM TO THE NATURAL TOPOGRAPHY Or EACH LOT TO MINIMIZE THE REQUIRED CUTS AND FILLS. 7. IF A DEER HERD IMPACT rEE(S) IS CURRENTLY IN EFFECT, IT SHALL BE PAID PRIOR TO THE ISSUANCE OF BUILDING PEAMITS. S. BUILDING FOUNDATIONS/ FOOTINGS SHALL BE DESIGNED B7 A REGISTERED CIVIL ENGINEER OR LICENSED ARCHITECT. ADDITIONAL INFORMATION'SHEET ��n-rL [I�nrc AG rD2QECTION DOG*.1001-0033005 ROCKY BUFFS SUBDIVISION PHASE 2 BEING A PORTION OF SECTIONS 2 AND 3, T. 21 N., R.2 E., M. D. M. BUTTE COUNTY CALIFORNIA for M.I.K.- ASSOCIATES N xthStar ENGINEERING AM MI -68-1 20 pEMMig1 —E L GBM. [4lrOIVm »51> APRIL 1998 J09 x0. 825s RnOK isb PfIGE 9 i A., CONSTRUCTION SITE PREPARATION AND SOIL DISRUPTION SHALL BE LIMITED TO THE DRY SEASON, MAY THROUGH OCTOBER. 1 A PLANNING DIVISION - BUILDING PLAN APPROVAL it LOT" 51'Zi✓ !.1 % AG Use: � Date: 4.2,-s I 0 ZoNI0(2a 2-1 Parking: Lands ping: Other. Signature: r !� cp 5�a 40 S..i ` 24 LiJE R— 1.2 S 5MA L. Ls. (co" ±) OAK i � e" �� of= NOTES: �� / / // / W *I_ PROVIDE GOBBLE DRAIN BASIN FOR GUTTER AND SURFACE DRAIN OUTLETS UNLESS OWNER PROVIDES ALTERNATIVE LANDSCAPE DE516N: FIBER *2. PROVIDE MINIMUM 2 OF CL2 AB ROAD EASE FOR TEMPORARY / W / 0, ROLLS DRIVES. *3. PROVIDE 2" ROAD BASE OR GRAVEL FOR GRADED PATIO AREAS •: ,, ' IF GRADED. GENERAL NOTES: ' VERTICAL 5PACING / / 1. PLACE FIBER ROLLS ON LEVEL CONTOURS W/ A 4' UPHILL RETURN MEASURED ALONG THE ENDS: ' FACE OF THE SLOPE 11 2. CONTRACTOR/OWNER REQUIRED TO MAINTAIN FIBER ROLLS. ROLLS ! SHALL BE' MONITORED AND REPLACED OR THE TRENCH EMPTIED WHEN VARIES BETWEEN 10' III AND 20, OR AS 5HOW W INSTALL A. FIBER ROLL NEAR TRENCH 15 Y2 FULL. i ON PLAN SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE TYPICAL FIBER ROLL INSTALLATION I WTS R�� FIBER ROLL INSPECTION AND MAINTENANCE REQUIREMENTS- (notes to be shown on the plans) Inspect erosion control applications prior to forecast rain, daily during extended rain events, after rain events, weekly :..I S 8" MIN during the rainy season, and at two-week intervals during the non-rainy season. • where erosion is evident shall be repaired. Straw mulch and hydroseed shall be re-applied as soon as .Areas possible. Care shall be exercised to. minimize the damage to protected areas while making repairs, as any area I 1 ����//lam e split, torn, unraveling, or damaged will require re-application of straw mulch and hydroseed, Repair of replace T slumping fiber rolls. • Reapplication of straw mulch and tackifier may be required to maintain effective soil stabilization over disturbed areas _ Z ry" X 4" WOOD and slopes. Where seeds fail to germinate, or they germinate and die, the area must be re-seeded, fertilized, and mulched within QX STAKES MAX 4' SPACING the planting season, using not less than half the original application rates. • irrigation systems, if applicable, shall be inspected daily while In use to Identify system malfunctions and line breaks. cV When line breaks are detectdd, the system must be shut down immediately and breaks repaired before the system is put back into operation. Irrigation system shall be inspected for complete coverage and adjusted as needed to maintain complete coverage. • Sediment shall be removed from fiber rolls when sediment accumulation reaches one-half the designed sediment . ENTRENCHMENT DETAIL storage depth, usually one-half the distance between the top of the fiber roll and the adjacent ground surface_ Sediment removed during maintenance may be incorporated into earthwork on the site or disposed at an appropriate 2 location. Ui�1G J i J`� [A P"f-,] -0-i-I - C-0 ?� 0 Z.?, ' GPT 51 -LF,' 1. 1 -7 AS APPROVED Butte county EnWrOnMelital Health I U I L.. � I f ---J G-4 L -.)A - F A C Fit --4 h'j j� L-� u R= A+ T F- P f -4 i -I 5- F-- c- ,-) 1 G:2- M 11 ;:ZE7- � A V �, PCO_...) a � T LC C-/tT 10 t4 LCIF IqOCKY H A F (1-- 6;, f3 -- 0 ?-� �P �F-V F- LO F14 Iff 71- �3' lop APPROVED Butte county EnWrOnMelital Health I U I L.. � I f ---J G-4 L -.)A - F A C Fit --4 h'j j� L-� u R= A+ T F- P f -4 i -I 5- F-- c- ,-) 1 G:2- M 11 ;:ZE7- � A V �, PCO_...) a � T LC C-/tT 10 t4 LCIF IqOCKY H A F (1-- 6;, f3 -- 0 ?-� �P �F-V F- LO F14 Iff �3' lop 51 Co f-4ST ! C5RAVEJ DRAINA61 0-RAVEJ PRA INA691 11 llt_LKmEAlNt:%_L ,ONGRETE )R ASPHALT ININ(5 V' THICK) 6 -Foo - Rip iffial 4" CLAY (IMFER.MEA5LF) :)-RID ZONE 2 I ZONE I SHEET METAL FORM SHEET METAL FORM REE'TAININ6 NALL NI 5N LE C N.T.Q. ONET TRIUXOTION 5EMENCE USING Go ET MMET ETN AL FORM .T.S. F t`7 71L 7� 7, 41 M jill ti J� f T I (5ENER.AL: 1.1 ALL f=HA5F5 OF THE .WORK SHALL CONFORM TO THE MINIMUM 5TANDARV5 OF THE 2001 EDITION OF THE CALIFORNIA BUIL DINS CODE. 1.2 THE tCONTRACTOR SHALL VERIFY ALL PIMEN51ON5, ELEVATIONS, AND EX:ISTIN6 CONDITIONS AT THE JOB SITE PRIOR TO STARTINO CONSTR,Ur_,TION. ANY l;)ISGREFANCIES OR INCONSISTENCIES FOUND SHALL E3E BROUGHT TO THE ENOINEER'S ATTENTION BEFORE WORK PROGEE05. 1.3 THE CONTRACT DRANIN65 AND SPEGIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED, THEY 00 NOT SPIr_-__6IFY METHODS OF CONSTRUCTION. THE CONTRACTOR. SHALL TAKE ALL NE(' F_S5AR`r 5TEP5 AND PRECAUTION5 TO MAINTAIN THE STABILITY OF THE STRUGTURE AND PROTECT WORKMEN AND OTHER PERSONS DURING 0ON5TRUCTION. 5PE0I'F-I(f, ITEMS TO BE CONSIDERED SHALL INCLUDE, BUT NOT BE LIMITED TO, THE ADEOIJAC"r OF ALL FORMS, SGAFFOLPIN6, AND SHORING FOR CONSTRUCTION EQUIPMENT, 5HORIN6 OF RETAINING NALLS AND TEMPORARY LATERAL BRACING OF THE STRUCTURE. 1.4 OPENIN65, POCKETS, SUBSTANTIAL EMBEDDED ITEMS, ETC. SHALL NOT BE PLACED IN THE WALL UNLE55 SPECIFICALLY DETAILED ON THE STRUCTURAL DRANIN65. 1.5 A5TM:5FEr.,IFICATION5 AND UBC 5TANPARP5 REFERENCED IN THESE DRAWINGS SHALL BE OF THE LATEST EDITION. lb NO CONTINUOUS INSPECTION, PER SECTION 1-701 OF THE UNIFORM BUILPIN16; GOPE IE-) REaUIREP FOR THIS WORK. 1.7 EXIS71NO GONSTRUGTION DEFIGTED ON THESE DRANIN&SSHALL BE FIELD VERIFIED BY THE GONTRAGTOR AS IT 15 UNGOVERE-D DURING GONSTRUGTION. IN THE EVENT EXISTING CONDITIONS ARE DIFFERENT THAN SHOWN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE EN61NEER AND ANAIT FURTHER INSTRUCTIONS BE -FORE FROCEEOIN6 AITH CON5TRUC,riON. 1.5 IF CF_RTAIN MINOR, DETAILS OF CONSTRUI.-,TION ARE NOT FULLY DESGRIE3El'.;) ON THE DRAYNIIN65 OR CALLED FOR IN NOTES OR SPEGIFhGATIONS, THEIR CONSTRUCTION SHALL RESEMBLE SIMILAR CONDIT[ION5 THAT ARE FULLY SHOWN AND SHALL BE REVIENEr? BY THE ENGINEER.. 2 FOUNDATION: 2.1 THE "FOUNDATION DESIGN HAS BEEN BASED UPON AN ALLOAADLE SOIL BEARING CAPACITY OF 1500 F.S.F. 2.2 THE 6E-0-6RJI� REINFORCED RETAINING AAL L5 SHALL BE FOUNDEU7 ON FIRM, LEVEL NATIVE 501L COMPACTED TO qO% OF OPTIMUM MOISTURE PEF, A5TM 155-7. 2.5 THE BACKFILL MATERIAL SHALL BE PLACED ON A GRAVEL 1'7RAIN BED. 2.4 THE ENGINEER. SHALL REVIEW FOOTIN(5 EXCAVATIONS BEFORE (5EO-6R',10 15 PLACED. `2.5 ORAINA6E A66REOATESHALL BE CLEAN I -INC" MINUS CRUSHED STONE CDR (5RANULAR FILL` MEETING THE FOLLOAIN6 6RADATION- SIEVE SIZE PERCENT PASSING I INCH 100-775 3/4 INCH 50 - -75 No_ 4 O_bO NO.. 40 0-50 NO.. 200 0-5 2.6 BACKFILL MATERIALS SHALL BE FREE OF DEBRIS AND CONSIST OF EITHER OF THE FOLLONIN6 INORGANIC 501L TYPES ACCORDING TO THEIR. U5(-',5 DE51&NATION5 (61', 6N, SA, 5P, 5M, ML, CL). THE MAXIMUM PARTICLE SIZE SHALL BE 4 INCHES. THERE SHALL BE LESS THAN 20% BY NEI&HT OF PARTIGLIES GREATER THAN 1 112 INCHES, A MAXIMUM 60% BY WEIGHT PA5SINr_7 THE #200 SIEVE AND PLASTICITY INDEX < 20. THE: 5AGKFILL SHALL BE COMPAOTED TO Q5% OF OPTIMUM IN 5" LIFTS .WITH THE FOLLOAIN(5 ZONE LIMITATION-: ZONE I. ** USE ONLY VIBRATORY PLATE GOMPACTOR.5 IN TH15 ZONE TO PREVENT DAMAt:51E TO THE ED(PO517-D FRONT OF THE NALL. ZONE 2: ** USE VIBRATORY PLATE, VIBRATORY SHEEZFE) FOOT RAMMING (JUMPING JACK), OR EQUIPMENT COMPACTORS IN THIS ZONE. ** TRACKED CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED DIRECTLY ON THE OE05YNTHETIG REINFORCEMENT. AMINIMUM OF INCHES 11-5 REaUIRED PRIOR TO OPERATION OF TRACKED \/EH!r.,LE!5 OVFIR' THE GEOSYNTHETIG REINFORCEMENT. TURNING OF TRACKED VEHICLES SHOULD BE KEPT TO A MINIMUM TO PREVENT TRACKS FROM 0115PLAGIN65 THE FILL AND DAMAGING THE r_9EO'5YNTHETIr_l REINFORCEMENT. ** RUBBER-TIRLED EOUIPMENT MAY PASS OVER THE 6FOSYNTHETIC REINFORCEMENT, IF IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, AT 51-0N SPEEDS LE -55 THAN 10 MPH. 5UDPEN 5F,AKING AND SHARP TURNING SHOULD BE AVOIDED. 2.7 DETAIL 3 15 PROVIDED n (Hn (Horizo?orizo?NHFRP ADDITIONAL DRAINASE 15 REQUIRED. IF AOEGUATE IDRAINA&E EXISTS THEN THE SNALE 15 NOT REOUIRED. 5TANDARV5: ENC-71NEERINC7 DESIGN; NGMA DE5162N MANUAL FOR SEGMENTAL RETAINING WALL (_-?EOSYNTHETir,, REINFOROEMENT; ASTM D 45q5 - TEN51LE PROPERTIES OF &FOTEXTILES BY THE NIDE-1NIL77H STRIP METHOD. ASTM D 4652 - BREAKING LOAD AND ELONGATION OF SEOTEXTILE5 ASTM V 5262 - TENSION CREEP TF5TIN6 OF (SEOTEXTILF5 C-RI-OR.l SINGLE RID GEC GRID TEN51LE 5TRENeTH z iu tj Z re uj Z 14-0 W UJ &u uj im f- lu W 1- 99 Au > -_j zxzw _ww 0 U. )-> 4 0 0�:oowowj-ol- cd Z ex 0 IR Z Z41- Ow>.=z 0. Z IL tu wx4xzxw - 0 Pmdw.-!-zw gj-* cd o Lu UJ to cc Z 4 ig ZzuLu >.u<zwjjoozw Pwwwmz_&i5zu. Z4> j VJ 0. UA su mwoxx4xw 0 -L -J4,400 z & w ly 0.3 W 0 W >. tu U.1 0 0. 0. zwzzxow;o.owox �:iu U-� ow -,j z La 4 0 0 U UJ Im V Z pi :E 4 Lu In A. UA w wowzz:nRoommou Lu 1A Z Z 0 5 0 .3 z D w :e w Z ca uj I z a 0 LU MA Z v R w X I- CL Lu 00 on xmoo_jq)--zmo Lu v z UA Lu loom 9x ul Z 0 Z tu Date: 8/.21/06 Revision.- 0 DRAWING NUMBER c I pt TM Y !OCT 12 2006 DEVELOPAMEE SERVICES GRAVE, PRAINAGi (5RAVEI PRA I NAG1 RETAININ& ViALL Vii SVqALI- lr-L-KMIzAbLE ,ONGRETE >R. ASPHALT INING V THICK) GECaORID �D 4" CLAY (IMPERMEABLE) �)GR.I D N.T.5. C,0N'_-',TRXT1ON 5EOUCNCE-z- U51N6 5-HEF-T METAL FORM SHEET METAL FORM 5HEE i METAL. FORM N.T5. Ak{ I GENERAL: 1.1 ALL PHASES OF THE WORK SHALL, CONFORM 1-0 THE MINIMUM STANDARDS OF THE 2001 EDITION Ca?F i HE GALIF RNIA BUILDIN& CODS. 1.2 THE CONTRACTOR. SMALL VERIFY' ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS AT THE .. 05 SITE PRIOR TO STARTING GON5TRUCTION. ANY D15GRFPANGIE:5 OR INGON515TENGIES FOUND SHALL. BE BROUGHT TO THE ENGINEEfR'S ATTENTION BEFORE WORK PROCEEDS. 1.3 THE CONTRACT DRAWINGS AND SfiPECIFIGATION5 REPRESENT THE FINISHED 5T RUG i URE. UNLE515 OTHERWISE INDICATED, THEY DO NOT SPECIFY METHODS OF GONS T RUCTI OWN. THE GONTRACTOR SHALL TAKE ALL. NECESSARY 5TEF5 AND FPR.EGAU T IONS TO MAINTAIN THE 5TABILITY OF THE 5TRU6TURE AND i=ROTE(,T WORKMEN AND OTHER PERSONS DURING GON5TRUCTION. 5PEGIFIC ITEMS TO BE CONSIDERED SHALL INCLUDE, BUT NOT BE LIMITED TO, THE ADEOUAGY OF ALL FORM5, 5GAFFOLLDING, AND SHORING FOR. GON5TRUGTION CQUIFMENT, SHORING SOF RETAINING WALLS AND TEMPORARY LATERAL BRAG ING OF -THE STRUCTURE. 1.4 OF NINr55, POGKETS, SUB51-ANTIAL_ EMBEDDED ITEMS, ETC. SMALL NOT BE PLACED IN THE WALL UNLESc-5 SPECIFICALLY DETAILED OWN THE STRUCTURAL DRAININ65. 1.5 A5TM 5PFCIFICA T IONS ANIS UBC 5�TANDARD5 REFERENCED IN THESE PRAWIN65 SHALL BE OF THE I,LATF5TT EDITION. 1.6 NO CONTINUOUS INSPECTION, PER SECTION 1 101 OF THE UNIFORM BUILDING CODE 15 REWRED FOR. THUS WORK. 1.7 EXISTING- GONSTRUGTION DEPICTEID ON THESEDR.AWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AS IT 15 UNCOVERED DURING CONSTRUGTION. IN TIHE EVENT T EXISTING CONDITIONS ARE DIFFERENT THAN SHOWN, THE GONTR.^CTOR SHALL IMMEDIATE --LY NOTIFY THE ENGINEER AND AWAIT FUI"RTIHER INSTRUCTIONS BEFORE PROCEEDING W1TH CONSTRUCTION. Ib IF CERTAIN MINOR. PETAIL5 OF C'ONSTR.UGTION ARE NOT FUL=L.)' DESCRIBED ON THE DRA^iING5 OR GALLEP FOR IN NOTES OR, SPECIFICATIONS, THE€R. CONS TR.UGTIO�N SHALL RESEMBLE 5€MILAR GONDITIONS THAT ARE FULLY 5HOWN AND SHALL BE REVIEWED BY THE ENGINEER. 2 FOUNDATION; 2.1 THE FOUNDATION �.DE51GN HSS BEEN BASED UPON AN ALLOWABLE SOIL BEARING GAPAG€TY OF 1500 2.2 THE GEO--GRID REINFORCED RETAINING WALL5 SMALL BE FOUNDED ON FIRM, LEVEL NATIVE 50h[L COMFAGTFD, TO qO% OF OPTIMUM MOISTURE PER A5TM I55l. 2.5 THE BACKFILL MATERIAL SHALL BE PLACED ON A GRAVEL DRAIN BED. 2.4 THE ENGINEER SHALL RE`/IEA FOOTING EXCAVATIONS BEFORE GEO-GR.ID 15 PLACED. 2.5 DRAINAGE AGGREGATE SHALL BF- CLEAN I-INGH MINUS CRUSHED STONE OR. GRANULAR. FILL MEETING TrHE FOLLONING GRADATION: ; 51EVE SIZE PERCENT FASSING I INCH 100-75 3/4 INCH 50-75 NO. 4 0-60 NO. 40 0-50 NO, 200 O =- 5 2.6 BACKFILL MATERIALS SHALL BE {FREE OF DEBRIS AND CONSIST OF EITHER OF THE FOLLOWING INORGjANIC SOIL TYPES AGCOR.DING TO THEIR U5G5 DESIGNATIONS (OF, GI<N, 5W, SF, 5M, ML, CL). THE MAXIMUM PARTICLE SIZE SHALL BE 4, INGHE5. THERE SHALL BE LESS THAN 20% BY WEIGHT OF PARTICLES GREATER THAN 1 1/2 €NGHE5, A MAXIMUM 60% BY WEIGHT FA55I NG THE #200 SIEVE AND FLASTICI T Y INDEX < 20. THE BAGKFIILL SHALL BE COMPACTED 1-0 '15% OF OPTIMUM IN u5" LIFTS AlITH THE FOLLONIN& ZONE LIMITATIONS: ZONE I: ** USE ONLY VIBRATORY PLATE COMIPACTOR5 IN THIS, ZONE TO PREVENT DAMAGE TO THE EXPOSED FRONT OF THE kNALL. ZONE 2: ** USE VIBRATORY PLATE, VIBRATORY 5{HEE:,P5 FOOT RAMMING (JUMPING JACK), OR. FOU€PMENT GOMF'ACTORS IN Tµ15 ZONE. ** TRACKED CONSTRUCTION EG2UIPtl/jEINT SMALL NOT BE- OPERATED DIRECTLY ON THE GEOSYNTHETIC R.FIh'\lFOR.GFMEN T . A MINIMUM OF INCHES 15 REWR.IED PRIOR TO OPERATION OF TRACKED VEHIGLES OVER THE GEO5YNTHETIC REINFORGEIMENT. TURNING OF TRACKED VEHICLES SHOULD BE KENT 1-0 A MINIIMUM 1-0 FREVEN T T RAGK5 FROM DISPLACING THE FILL AND DA►�'lAGING THE GFO5YNTHE. T IG REINFORCEMENT ** RUB BFR- T IREPi EOUIPMENT MAY FA,55 OVER THE GEOSYNTHETIC REINFORGFMENT, IF IN AOGORDANGE AITH THE MANUFACTURER'S RECOMMENDATIONS, AT SLOW 5FEFD LESS THAN fO MPH. SUDDEN BRAKING AND SHARP TURNING SHOULD BE AVOIDED. 2.77 DETAIL 3 I5 PROVIDED n (Hn (Hari;zo roriza?WNER.E ADDITIONAL DRAINAGE IS REQUIRED. IF ADEGUAT'E DRAINAGE EX15TS THEN THE SWALE 15 NOT REOU€RED. REFERENCE 5TANDARD5: ENGINEERING DESIGN; NGMA DE516N MANUAL FOP, 5E6MIENTAL RETAINING WALLS GJEO5YNTHFT€0 REINFORCEMENT; A5TM D 4585 - TENSILE PROPER7 "IES OF G►EOTEXTILiE5 BY THE WIDE --WIDTH STRIP METHOD. A5TM D 4632 _ BREAKING LOAD AND ELONGATION OF GFEOTEXT€LIES A5TM D 5262 a TENSION GREEP TPESTING OF 6 EOTEXTILE5 GRI.GRI SINGLE RIB GEOGRID TENSILE 5TRENGTM Lu LLA z LU Zw�wca Uo'�'tQ4 Q1QQw�;cgZe 0=z �t.ZILw �. V ZPXa==! Zwq:Z 0 u. a1:0 EW-4aaam �w x�Qimz0Lu a0 xwQzxQ>;0wwzwZa o- aa W-Q Q:2ZaC�� cut c L Lu MM04 RP m 00:50MOcg ®m iii u z us a IA Lu w cc cidu us %% 0 Z u Iwo V D z j Z (� ��u Z uJ Til cq 0 CO C 00 V ct.< R V 0 a• w X um co 0. CO ` I cl .c `E 3.M C pm Q 0 M (`.w. = = a. 0 w RUTTE COVNTV OCT 12 20063 DEVELOPIME N'T sr"IMCES GRAVE, DRAINA61 GRAVE, !;?RAINAG 1 = 7— 'co y RETA ININ(5 NALL N1 SNALE "If-tKMLAbLE ON6RETE R ASPHALT ININ& Ir" THICK) (7-EO6RIi;? 4" CLAY (IMPERMEABLE) 12yMm '4" �-1717"--f 7 ZONE 2 -..a— ZONE I SHEET' METAL FORM SHEET METAL FORM 5HFr::T �MEE:TA FORM N.T.S. I GENERAL: 1.1 ALL PHASES OF THE AORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2001 rl�ITION OF THE CALIFORNIA BUILDING CODE. 1.2 THE tCONTRAr-,TOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND EX115TINO CONDITIONS AT THEJOB SITE PRIOR TO 5TARTIN65, CONSTRUCTION- ANY D15GREPANGIE5 OR, INCONSISTENCIES FOUND SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION BEFORE NORK PROCEE-05, 1.3 THE CONTRACT DRANIN65 AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERNISE INDICATED, THEY DO NOT SFECIF� METHODS OF CONSTRUCT ION. THE rONTFA(,-TOR SHALL TAKE ALL NECESSARY 5TEP5 AND PRECAUTIONS TO MAINTAIN THE STABILITY OF THE STRUCTURE AND PROTECT NORKMEN AND OTHER, PERSONS DURING CONSTRUCTION. SFE(,-IFIC, ITEMS TO BE CONSIDERED SHALL INCLUDE, BUT NOT BE LIMITED TO, THE ADFaIJACY OF ALL FORMS, SCAFFOLDING, AND SHORING FOR, CONSTRUCTION EaUIPMENT, SHORING OF RETAINING WALLS AND TEMPORARY LATERAL BRACING OF THE STRUCTURE. 1.4 OFENIIN65, POCKETS, SUBSTANTIAL EMBEDDED ITEMS, ETC. SHALL NOT BE PLAGED IN THE MALL UNLE55 SPECIFICALLY DETAILED ON THE STRUCTURAL DRANIN65. 1.5 ASTMI SPECIFICATIONS AND UBC STANDARDS REFERENCED IN THESE T;)'RANIN65 SHALL BE OF THE LATEST EDITION. [.& NO CONTINUOUS INSPECTION, PER SECTION 1-701 OF THE UNIFORM BUILDING CODE 15 REaUIRED FOR THIS NORK. 1-7 EXIST'IN6 CONSTRUCTION Dr--Plr,,TED ON THESE DRAI'NIN65 SHALL BE FIELD VERIFIED BY THE CONTRACTOR AS IT 15 UNCOVERED DURING !CONSTRUCTION. IN THE EVENT EXISTING CONDITIONS ARE DIFFEREiNT THAN SHOWN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND AWAIT FURTHER INSTRUCTIONS BEFORE PROCEEDING WITH CONSTRUCTION. 1.5 IF CEIRTAIN MINOR DETAIL5 OF CONSTRUCTION ARE NOT FULLY D175r,R15]E-D ON THE 0)RAAIN6,5 OR CALLED FOR IN NOTES OR SPEGIFIC,ATION5, THEIR CONSTRUCTION SHALL RE5FM-f.-.,LF SIMILAR CONDITIONS THAT ARE FULLY SHOWN AND SHALL BE REVIENEO BY THE EN6i'NEER. 2 FOUND,ATION- 2.1 THE FOUNDATION DESIGN HAS BEEN BASED UPON AN ALL OAABLE SOIL BEARING CAPACITY OF 1500 P.5.F- 2.2 THE (5,EO-ORO REINFORCED RETAINING AALL5 SHALL BE rOUNDEr;p ON FIRM, LEVEL NATIVE 501L COMPACTED TO C-10% OF OPTIMUM MOISTURE PER ASTM 155-7. 2.5 THE !BACKFILL MATERIAL SHALL BE PLACED ON A GRAVEL DRAIN BED. 2.4 THE ENGINEER SHALL REVIEW FOOTING EXCAVATIONS BEFORE CEO-6RID IS PLACED. 2.5 DRAIPNA&E AGGREGATE SHALL' CLEAN I-IN6H MINUS CRusHED OFR GRANULAR FILL MEETING THE TOLL OWING GRADATION. SIE\WE 51ZE PERCENT PASSING I INCH IOCJ 3/4 INCH 50 -75 NO. 4 6-0 NO. 40 0 . -50 NO. 200 0-5 2.6 !BACKFILL MATERIALS SHALL BE FREE OF DEBRIS AND CONSIST OF EITHER OF THE FOLLOWING INORGANIC SOIL TYPES ACCORDING TO THEIR U505 DESIGNATIONS (OF, ON, 5A, 5F, 5M, ML, CL). THE MAXIMUM PARTICLE 51ZESHALL BE 4 INCHES. THERE SHALL BE LESS THAN 20% BY WEIGHT OF PARTICLES GREATER THAN 1 1/2 INCHES, A MAXIMUM &o% BY NEI&HT PASSING THE #200 SIEVE AND PLASTICITY INDEX < 20. THE BACKFILL SHALL BE COMPACTED TO 'r-5% OF OPTIMUM IN E5" LIFTS WITH THE F-OLLOAIN6 ZONE LIMITATIONS: ZONE I. ** U5.E ONLY VIBRATORY PLATE COMPACTORS IN TH15 ZONE TO PREVENT DAMAGE TO THE EXP05EI;) FRONT OF THE AALL. ZONE 2: ** USE VIE3RATORY PLATE, VIBRATORY SHEEPS FOOT RAMMING (JUMPINr-,;,,JACK), OR EOUIPMENT COMPACTORS IN THIS ZONE. ** TRACKIED CONSTRUCTION EO- UIPMENT SHALL NOT BE OPERATED DiREGTLY'ON THE (5EO5YNTHETIC REINFORCEMENT. A MINIMUM OF 6 INCHES 15 REaUIREI;) PRIOR TO OPERATION OF TRAGKFI;)VEHICLES OVER THE&EOSYNTHETIC REINFORCEMENT. TURNING OF TRACKrU VEHIGLE5 SHOULD BE KEPT TO A MINIMUM TO PREVENT 71RAGK.5 FROM 0151PLACIN6 THE FILL AND DAMA61N(v- THE 6EOSYNTHETI(-, REINFORG}EMENT. ** RUBBER -TIRED EOUIPMENT MAY PASS OVER THE 6-EOS"rNTHETI(' , REINFORGIEMENT, IF IN AC-CORDANGE AITH THE MANUFACTURER'5 RECOMMEI'NPATION5, AT SL OSI 5FEED5 LESS THAN 10 MPH. 5Ul;)PFN BRAKING )AND SHARP TURNING SHOULD BE AVOII;)ED. 2.7 DETAIL 3 15 PROVIDED n (Hn (Horizo?orizo?ViHERE ADDITIONAL .DRAINAGE IS REOUIREP. IF ADEaUATE DRAINAGE EXISTS THEN THE SHALE 15 NOT REOUIRED. RErFRFNCE STANDARDS: ENGINEERING DESIGN; NGMA DE -1516N MANUAL FOR SEGMENTAL RETAINING WALLS SE05YNTHIETIG REINFORCEMENT; ASTM 11;, 4595 - TENSILE PROPERTIES OF r-7EOTEXTILES BY THE NIDE-N07H STRIP METHOD. ASTM V 4&32 - BREAKING LOAD AND ELONGATION OF 6,EOTEXTIL-E5 ASTM ID 5262 - TENSION c -,RE -EF TESTING OF (9170TEXTILEES GRI -GRI 5INSLE RIB SEO&RID TENSILE STRENGTH z z Z Fi I" Z :c Lu ju >.a zpzw wo 0-�- < 0 a 0 �r. 0 u. cg 1-- 0 1- < I-- mg 0 0-40=z IZ41-- owt=z�:z&7&f" lu I 4:c z x .--0 F-2t=j--X0=-A-z Lu 0}-Q' �:00 00 LWU tt zzum >.X= tu LL, cd Z L6Z 4z > 00w Q1 CL ul lot 0 zwzzX0=>.0w0X IL �r'w U*, 104. z ul 0 > i]�-Zov-j!�wu-m 4 z wG=wEL" 1% tAwwu-zm5RwG=-j0 u U10 z4aouo�-I'mw—wz 0050mo x 3 !d 5 eg F- z 16 0 lz a IL V 0 2 J-- u a & 4 0 m 4 41 z Lu lu z Z LIJ Date: 8/21/06 Revision: 0 DRAWING NUMBER c BUTTE COUNTY OCT 12 2096 DF,VE!pp4mxwr SERviers E � , V.-- � - - - -: r , - - �- -�,-..I_ --;��j,� 11�., �, ,-� '�,, ,- ,'��; ;�,�;.'i, � �, , ,,, ,. . 6.,-,�,-,-,��'--*����'-,,',�.'-��d6�O�R'��.-,r-,-�--�--�- '�'f.�O-,., -,,�-:",.�-4�; '!""!�11"',*-�, I kW6iiio- - , , '�,;�`, . �'-- � � ,� "I' V , 1, � ,� I . � - " � � , I , - .!t'�.,; .1111-11.', '? � � z z- - "I - - , ,� I , 161� � - ...,, I 1, - ,��, , , _ ,- .--- 'j - - , � � ” - ; , t L -- - -,,I' , - � i - - , 'I" , " " ', ., , -„, ,�i, . 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