Loading...
HomeMy WebLinkAbout041-620-046BUTTE 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 PERMIT NO. BP042103 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 08/26/2004 APN• 041-620-046-000 the Business and Professions Code, and my license is in full force and effect.% yS a 3 �T License Class: Number: Site Address: 4522 CASA SIERRA VISTA PAR Ise ontractor. Date: ;�A� Map Index: Description: NSF(3235)GAR(800)COV(365)MASTER 97-52 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: SEAN MICHAEL$ permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a PO BOX 1458 signed statement that he or she is licensed pursuant to the provisions of MAGALIA CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95954 she is exempt therefrom and the basis for the alleged exemption. Any 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 ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do •the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: SEAN MICHAELS Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors lo construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor:. MICHAEL$ SEAN not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). P O BOX 1458 ❑ I am Exempt under Article 3 of the Business and Professions Code MAGALIA, CA 95954 530-8734932 Date: Owner: License #: 745034 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penally 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 Architect: is issued. ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 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: Total Square Ft: 4400 S.F. Policy#: Valuation: $235,315.00 �I Census Code: 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 ! should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith ply with those provisions. Date: —2—� Applicant: �--� — WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subjeca an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of - I compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. 4d" CONSTRUCTION LENDING AGENCY This permit is herebylissped under the applicable pro isions of the Butte County CodA Pod/ I hereby affimi that there is a construction lending agency for the Resolutions t, d rl fidicated above°for which"fees'have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) - Name: By: Dat w �� Address: PERMIT EXPIRES 0 Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section' 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. a duly authorized agent of th owner. I agree to comply with I hereby certify that I have read this application, that the above information is correct, and that I am the owne9.ny all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substanc official form or doc Butte County. I hereby authorize representatives of County to enter upon theabove mentioned property for inspection purp t. Butte , �� 1 �� Print Name:u 1, G —t Signatr jam+ Date: cb ❑ Owner IQ Contractor ❑ Agent for Owner 13 Agent for Contractor /\ .\ .a .*. . . & . ��«. � � . •: � }J5� ./ �. 3 '2 v .5 . ..�.., , \ ; x •Z . � \ � � • ° ` � � / . w z.. « .§• ' � ;. . �? k. � 2. — . . : .• . ) . � x 'g. . . .�. .\� ^ `14 .» �. ,ƒ` \ . . •� , , �. . .� . �-. 4�.. • y \ � \& , � : . . ��• ' �! •� / ` Z ~ � \ 9-� % {� BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQ UIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" OWNER Last Name C-,4 Ad' , Q irst Name SC,,-9AJ Address -,5;y City �p State,_,Zip C1 Phone $ 7 3 —Si 13'2. Fax E-mail s h,n C �. is O L. C o ►--. CONTRACTOR T Names► AAdi IaUsLc Address P6 O I q 5� City p G j StateG� Zip s'q_�- Phone87 J — V P L Fax S73 -3 316 E-mails C (J,) LV 19 p (, IV -1 y5(s3 � Class Q ARCHITECT/ENGINEER Name LIAR AA \4 I N A ress 37b `) ,k, awoDn �2 X10 City C G O State C/9' Tip�SQ;P Phone a -27 6-0 Fax '973 -• OL3 Z E-mail Sete Li' g tugbe3r APPLICANTNAME Name,_�_, A tj ► L InyA L S Address q 5.& CityL 1 State 0%Zip '1 Phone $'j 3 - 4QaZ a o —(,a 2_3'C6_11 Fax 33) E-mail Subdivision Name Map APPLIC T SIGNA URE X — For office use only: Zoning Property Address �r-NSWS) o -a2 V'i S� Flood Zone Cross Street S) ,raeR •n d L S61 - a1,WORKER'S SRA I Yes No Occ. Type Const Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BIN # LOCATION AP#o��-Geo-orb Property Address �r-NSWS) o -a2 V'i S� Alf?'q0)SJ" Cross Street S) ,raeR •n d L S61 - a1,WORKER'S Bldg 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 --� V ) l R C. Address GLA Mk P—S-A,Q So rJ rzia a0 yS a' Description or Scope of Work: Si L& L i�a'sr��-►�cd' Rece'ved by: Amount: �U ` Bldg Sq. Foota ❑ Structure Built without Permits Receipt #: ❑ Proposed Change of Occupancy Sheriff (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. K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 6-16-04 Rece'ved by: Amount: �U ` Bldg W SRA Receipt #: Sheriff G(PSMIPC ' Date:. I� d / • Other Total K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 6-16-04 h ' _ 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 IIY% 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 thepreparer.'NO GRAPH PAPER! OR 3 Sets Engineered pians,(ifrequired) with wet signature on plans AND 2 sets of stainped and'signed calculations. r ' ❑ 3.--- 2 Engineered truss details andlayouts (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). o 7. Detached Accessory Building Form, -filled out by the property owner (if required). ❑ 8. Saniiation and site plan approval from the Environmental Health Department. - ,_i ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans idtriplic4All of these must be stamped and wet -signed by the engineer. Mobile' -Manufactured, or Modular homes: ❑ 1. 3 Site Plans, signed by the preparer—WO 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. Saniiation and. plan approval from the Environmental Health Department. o '.7. �-2 Flood°Elevation Certificate;,wet=stainped and signed (if required). - - Commercial, New, Additions and Remodels: , ❑ 1. 4 Site Plans, signed by the preparer. NO'GRAPHPAPER! ❑ 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. M ❑ 5. 2 Energy compliance design and "suppo`rting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and `signed (if required). 0 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 en ' eer. ❑ 9.' Letter of intent. ❑ 10. Al. e Hazardous Material Form. ❑ 11. Sanitation and site plan approval fromlthe Environmental Health Department. If you -have questions or would like additional information regarding this process, contact a Permit Application Assistant at (53 0) 538-754L" OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS1BIdgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 t, . TO:/ Building DepX SROM: Environmental SUBJE T: Sanitation Clea O JIB caner Plan Approvfo . Sewage Disposal Clearance fo welling. Other Ho k final for: Final clearance 0.4. for: t NOTE: ntal Health Specialist 8/96 ;= EA USE ONLY •�+ • Flat Plan Anachod Floor Plan Alnaslead S®n4 to ®.O. G CN lj:!�22&�) Location AP# W,Ater Sypply:,, Public Private VVell COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCH ULE OF RECEIPT OF FEES OWNER PROPROSED BUILDING USE ►J \ / `�� 1. BUILDING PERMIT FEES _ --- Balance Due ..................... $ I 'G --- Additional Fees Due........... --- Revised Plan Checking Fee..'.. $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at B ilding Division) Residential........... X $360.00 =$ its Commercial (sq. ftg.)..... X $0.03 = $ A. P. #O • `-P a6 ° 6 (�/ � DATE RECEIPT # DADA REC. O Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHEC FEE (paid at Building Division) i''1 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. ommercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 0.- . OTHER S 1 1 P * 5;a 'Az !1� At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed d the plan checkin cess. APPLICANT— DATE '7 4z91 Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) i w COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center�Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ~�1 e" 14 A L L_ ASSESSOR PARCEL NynER Proposed Building Use: I. 5 F Counter Technici Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 5 / 5' 1. Site plans, 3 or 4 sets, signed by the preparer of the plans.. CJI ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No 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) Data sheets and installation inst, (B) 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,v must be stamped and wet -signed by the en ineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner k 14. Hazardous Material Form 15. Sanitation and site plan approval from the nviro mental Health Department in ❑ C ico ❑ovule, as a I•cable. 16. Other LL'fN-FI'6�'l C3Ul�C H.i - L�;i,p �e c, a�ie11,F J p Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit .............................................. .�e/. . 23. California Department of Forest plan approvaK paid. Sent� WF 24. Planning approval (A) Use: ��.(B)Parking: (C) Parcel C 0 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for .1 required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... 32. Letter of Signature authorization..................................................................... 33. Recorded copy of Agricultural Acknowledgment Statement ................................. K!�_ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ / 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ E� 38. Other: ❑ 39. Other: When issued Telephone �� and hold for pickup. I have been in formed of the above ite s and requirements for ob aining a building permit. ` Applicant: Date: '/ l-� G tl „Index permit application for a above items numb red: Ylan Check'Letter - ditional items required Contractor, designer, owner, was advised of the above data by M phone, ❑ mail, ❑ counter,,by Date: -2u' Contractor, designer, owner was advised of thea ove data y ❑ phone, ❑ mail, ❑count y Date: ' Plans reviewed by: _f�, Date: �� Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 26 -Aug -2004 2004-0052275 Has not been compared with original BUTTE COUNTY RECORDER 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: /3/r'A) U V I °— 6 2r 0 G V- a- A C,4 t� Date s 0 State of California County of j.LL„ (�•(' On /(-- -ILL – - PROP OWNE�' me, 1 L erb^G, Iv 0- CL personally appeared_ 5 p ,n 1`V 1. d"'L" -Li personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. .r Signature �k� �. Seal: °` MARSHA VIERRA _ mm. 10f I I _ NOTARY PUBLIC CALIFORNIA O A.P. # rt f BUTTE COUNTY 1 my Commission Expires Oct. 26, 2004 i"NUO'D 3-'TL,R M 9 -: Preliminary Report Description Order No. The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOT 38, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152. OF. MAPS, AT PAGES 87, 88, AND 89. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED AUGUST 31, 2000, UNDER BUTTE COUNTY RECORDER'S -SERIAL NO: 2000-33726, BUTTE COUNTY, CALIFORNIA AND DECLARATION OF ANNEXATION, RECORDED MAY 3, 2002, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2002-23024; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET. FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. APN 041-620-046-000 PARCEL II: AN EASEMENT FOR ROAD PURPOSES OVER LOT A, RV STORAGE OVER LOT B, AND SEWER DISPOSAL OVER LOT C, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY UNIT #1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 25, 2000, IN BOOK 149 OF MAPS, AT PAGES 56 THROUGH 61. PARCEL III: AN EASEMENT FOR INGRESS AND EGRESS 40 FEET WIDE LYING 20 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: THAT PORTION OF THE LANDS OF ROBERT CONWAY BEING A PORTION OF' THE NORTHWEST ONE QUARTER OF THE NORTHWEST ONE QUARTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.M, AS SHOWN ON THAT CERTAIN RECORD OF SURVEY FOR ROBERT CONWAY, FILED IN THE OFFICE OF THERECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 22, 1985, UNDER BOOK 101 OF RECORD OF SURVEYS, AT PAGE 9, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONTINUED r t. d Preliminary Report Order No. DESCRIPTION - CONTINUED PARCEL III: - CONTINUED BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 6; THENCE NORTH 89128'22" EAST, ALONG THE NORTHERLY BOUNDARY OF SAID SECTION 6, 868.88 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF PENTZ-MAGALIA HIGHWAY AS SHOWN ON SAID RECORD OF SURVEY, SAID POINT ALSO BEING ON A NON -TANGENT 5040 FOOT RADIUS CURVE; CONCAVE EASTERLY FROM WHICH A LINE TO THE RADIUS BEARS NORTH 84" 08' 57" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 3° 32' 13", A LENGTH OF 311.13 FEET; THENCE SOUTH 91 23' 16" EAST, 654.00 FEET TO THE TRUE POINT OF BEGINNING OF -THE HEREIN DESCRIBED EASEMENT; THENCE SOUTH 800 36"44" WEST, 344.00 FEET TO THE END OF SAID EASEMENT. PARCEL TV: AN EASEMENT FOR PUBLIC SERVICES AND DRAINAGE PIPES AND DITCHES OVER COMMON AREA LOT E, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO: 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 1-52 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL V: AN EASEMENT FOR INGRESS AND EGRESS, PUBLIC SERVICES, AND OTHER PURPOSES OVER COMMON AREA LOT D, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT', WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL VI: AN EASEMENT FOR RECREATIONAL FACILITIES, PUBLIC SERVICES, SEWAGE DISPOSAL AND DRAINAGE FACILITIES OVER COMMON AREA LOT F, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES '84, 85, AND 86. PARCEL VII: AN EASEMENT FOR INGRESS AND EGRESS, PUBLIC SERVICES, AND OTHER PURPOSES OVER COMMON AREA LOT G, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA. DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 87, 88, AND 89. 4 .c�F� i��,+ K � � � "`� '• 5 a ` r• ., •�. �. i Ia,.�. _ .. .:,:_T3.. .��.•` ; '` `•� F � ._ ,�:. �: � .�a ,t� `+' .. ��E"{i �'' Mi°� ��� �y, ,�.�4:�i �! .i'� •�� �•�i ���� �t�� �. � �4� ; .� .�'�_. • ��_.. _. `�`,�. � �}t •, � < k �_ �:a � I` � `�", L' �' tl. {� 7 �b "^ �� 4" f�+ ~ �� Y�M4,. ;�' moi, !. M. `t��'S �}� ...�'.,.3�,`' a Yte� �.�_ 9�".= ���;,.+ p y 1 J • �t �►, �� �. M �� j �a . p� .� � _y-� a ±:Si,�"�" , � ��,.e.sht� f �., ✓.f�j�� � ��� ��k '�.r �-�� i ��: y •� ; N �W + �M 1.. x� '� yam. Y.p3 1 � � ► ..�'� �V.F� �^. z�'f+�,g ��-A ; .:�--: �"�' �,.. :i.. Preliminary Report Order No. DESCRIPTION - CONTINUED PARCEL VIII: AN EASEMENT FOR PUBLIC SERVICES, SEWAGE DISPOSAL AND DRAINAGE FACILITIES OVER COMMON AREA LOT H, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 87, 88, AND 89. SITE PLAN REVIEW APPLICATION Date: AP# Permit Number (if applicable) d 14—. _2i o3 APPLICANT INFORMATION Parcel Size: aotts /LCh(1.tXs Owners Name:Owners Address: �' � 6O 8 lngq,a4�, C&sal Telephone N'o. 873 Situs Address: Proposed Use: Residential 11 New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SER VICES INFORMATION (For Staff Use) AM Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date rhAq Page 1 of 5 ALL ITEMS CHECKED -APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage:. ❑ Verify residence can be built per contract Fj Nitrate Action Plane (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) R�l ® SRA -,(CDF to determine specific requirements) ❑ 100 -Year Flood Plain: 4 (See. I ched) ' • Flood Zone: I( • Flood Panel No.: 7 :D 7 SL Index Date:. , 6A19 ❑ Sacramento River Reclamation District (Approval must be obtained from the Calif rnia 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) 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: of D Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side 5 Side Street Rear Height .Waterway. N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 I Applicable Development Fees: - Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ , Sheriff F ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ 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: r Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: E] No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate 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 Paize 3 of 5 1 Subdivision Map/Parcel Map: Map Date of Recording: D ,3 0 Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: 15A Page: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ 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 emission 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 roa 1 i Pa.ge4ef5 Ck 0 n 0 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. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 9 t I Department ®f Development Services Building Divisi®n 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT . This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 Califomia Building Code (1997 U.B.C.), 2000 California Plumbing Code (2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.), and the 1999 National Electrical Code (1999 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans: If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one 3'-0" exterior door. (Sec. 10033.13,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with URC. section 1003.3, for rise, run, headroom, width, landings and handrails. • - Hallways to be minimum 36" wide (U.B.C. 10043.32):"* • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. • Attic access and ventilation (UBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. • Provide certificates of conformance for all glu-lambeams. `. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide 1/2"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) • Slabs -on -ground with tumed-down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.C.) 4. • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, UBC) Page 1 of 2 Owners Name:C� Building Permit Number: ©f -Z103 Plans Examiner: Martha Christy 509, U.B.C.) A • Veneer per Ch. 14, .U.B.C. • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 0 Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (TJ P.C. 408.6). 0 Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). 0 Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation—required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detectors as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B minimam 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.32 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear operable area - of 5.7 square feet Additionally, the window shall have a minima,,, net clear operable height of 24" and a minimum net clear operable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow =Important COMPLY ViM ITEMS INDICATED BELOW ❑ Your parcel lies within a designated 100-year flood plain. Finish floor shall be a minimram of one foot above the ` elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100-year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, phimbing and air conditioning equipment and facilities located above the 100-year flood elevation. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less an 1 squar the inch for every square foot of enclosed area. 5. ' The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automaticentryand exit of floodwater. 7. All building materials below the 100-year flood elevation must be of fire-resistant material ❑ Fire sprinklers are required in this structure. This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ® All structures and equipment including overhangs shall be clear of all easements. A setback AJ SWeu� o . the side andQD sin the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect Page 2 of 2 Owners Name: fk"t J l.QJA-) Building Permit Number: 04-010-3 Plans Examiner: Martha Christy {� CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail-ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures 1273.07 (bridges, culverts and other appurtenant structures which supplement .the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds.. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [XI 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X) 2. the length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.05 Turnouts. Shall be'a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. 1273.11 Gates [XI 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. c� CDF FIRE SAFE REQUIREMENTS z-9 AP# PERMIT # NAME Fuel Modification 1276.01 Setback for Structure Defensible Space (l 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements below. (X] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements I i If Building Setback is 15 to 30 Feet: Class A or B roof Enclosed Eaves [ If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insufficient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D i - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list Stucco — 3 coat Hardi-Board or Plank Masonry Masonry Veneer Metal Other Butte county Fire Department approved materials (l ' Date' 2 2 igna ure I AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2��4—t0�52275 Recorded I REC FEE 16.00 Official Records I CONFORM 1.00 County BUTTE CANDACE J. GRUBBSco I ROSE14AARY DICKSON I Assistant I Alyce 01:44PN 26 -Aug -2004 I Page 1 of 4 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: Date 2S v L� State of California County of On (�- afo- D 4 PROP OWNER S �,nN P�( C' ,.A L�� s me, er V�C'-- N o +Ct personally appeared S en, -.n YVIfi o pS J personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official sgal. Signature Seal: r ,N�. MARSHA VIERRA01 !� a° w _ ` Comm. #1278711 I� A.P. # b q1-4 2D /hh (9 NOTARY PUBLIC CALIFORNIA f� d y 6 ` v v BUTTE COUNTY bMy Commission Expires Oct. 26, 2004 7{f^ r ,• 3R 33R I bsbro�sA ab^�o10 yx�auoa�iQ I 3T1`uH 2udHltR3 .t 3�Qlfd�'? i IWXOjQ YRAM3200 s�ylA I sashinA 13 i sRsq i 4M--guA-8S ( q##: u5 7{f^ r ,• r� r ,• Preliminary Report Description Order No. zi=2:355"-1 �.!'•F� The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOT 38, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON;OCTOBER 31, 2001, IN BOOK 152'. OF. MAPS, AT PAGES 87, 88, AND 89. THIS DEED IS MADE AND ACCEPTED UPON. THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED AUGUST 31, 2000, UNDER BUTTE COUNTY RECORDER'&SERIAL NO.' 2000-33726, BUTTE COUNTY, CALIFORNIA AND .DECLARATION OF ANNEXATION, RECORDED MAY 3, 2002, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2002-23024; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SETFORTH HEREIN AT LENGTH AND GRANTEES` BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. APN 041-620-046-000 PARCEL II: AN EASEMENT FOR ROAD PURPOSES OVER LOT A, RV STORAGE OVER LOT B, AND SEWER DISPOSAL OVER LOT C, AS SHOWN ON THAT CERTAIN MAP ENTITLED; "CASA DEL REY UNIT #1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 25, 2000, IN BOOK 149 OF MAPS, AT PAGES 56 THROUGH 61. PARCEL III: AN EASEMENT FOR INGRESS AND EGRESS 40 FEET WIDE LYING 20 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: THAT PORTION OF THE LANDS OF ROBERT CONWAY BEING A PORTION OF THE NORTHWEST ONE QUARTER OF THE NORTHWEST ONE QUARTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.M, AS SHOWN ON THAT CERTAIN RECORD OF SURVEY FOR ROBERT CONWAY, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 22, 1985, UNDER BOOK 101 OF RECORD OF SURVEYS, AT PAGE 9, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONTINUED Preliminary Report DESCRIPTION - CONTINUED PARCEL III: - CONTINUED Order No.r­ -?__ '3: 5r LN ' BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 6; THENCE NORTH 89° 28'22" EAST, ALONG THE NORTHERLY BOUNDARY OF SAID SECTION 6, 868.88 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF PENTZ-MAGALIA HIGHWAY AS SHOWN ON SAID RECORD OF SURVEY, SAID POINT ALSO BEING ON A NON -TANGENT 5040 FOOT RADIUS CURVE; CONCAVE EASTERLY FROM WHICH A LINE TO THE RADIUS BEARS NORTH 840.08' 57" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30 32' 13", A LENGTH OF 311.13 FEET; THENCE SOUTH 9° 23' 16" EAST, 654.00 FEET TO THE TRUE POINT OF BEGINNING OF -THE HEREIN DESCRIBED EASEMENT; THENCE SOUTH 800 36'-44" WEST, 344.00 FEET TO THE END OF SAID EASEMENT. PARCEL IV: AN EASEMENT FOR PUBLIC SERVICES AND DRAINAGE PIPES AND 'DITCHES OVER COMMON AREA LOT E, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO: 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL V: AN EASEMENT FOR INGRESS AND EGRESS, PUBLIC SERVICES, AND OTHER PURPOSES OVER COMMON AREA LOT D, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL VI: AN EASEMENT FOR RECREATIONAL FACILITIES, PUBLIC SERVICES, SEWAGE DISPOSAL AND DRAINAGE FACILITIES OVER COMMON AREA LOT F, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT', WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL VII: AN EASEMENT FOR INGRESS AND EGRESS, PUBLIC SERVICES, AND OTHER PURPOSES OVER COMMON AREA LOT G, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA. DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF' CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 87, 88, AND 89. CONTINUED Preliminary Report DESCRIPTION - CONTINUED PARCEL VIII: Order No.( ,)-22,_5.58-2 �"V AN EASEMENT FOR PUBLIC SERVICES, SEWAGE DISPOSAL AND DRAINAGE FACILITIES OVER COMMON AREA LOT H, AS SHOWN ON THAT CERTAIN MAP'ENTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 87, 88, AND 89". BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP042801 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 11/22/2004 APN • 041-620-046.000 the Business and Professions Code, and my license is in full force and effect. iS 0 � Site Address: � �� S 1 �e mooLicense Class: License Number:7 I z Date: ontractorJ� N rn L- 1 Z Map Index: Description: ADD'L SQ FTG6000) OWNER4BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: SEAN MICHAELS permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a PO BOX 1458 ' signed statement that he or she is licensed pursuant to the provisions of MAGALIA, CA the Contractor's State License Law (Chapter 9 commencing with Section , 7000) of Division 3 of the Business and Professions Code) or that he or 95954 she is exempt therefrom and the basis for the alleged exemption. Any 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 ($500).): f I ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: SEAN MICHAELS Code: The Contractors' State License Law does not apply to an PO 1458 owner of property who builds or improves thereon, and who does BOX I such work himself or herself or through his or her own employees, MAGALIA, CA provided that such improvements are not intended or offered for 95954 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve 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 Professions Code. The Contractors' State License Law does Contractor: MICHAELS, SEAN not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). P O BOX 1458 ❑ I am Exempt under Article 3 of the Business and Professions Code MAGALIA, CA 95954 530-873-4932 Date: Owner: License #: 745034 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: HAWKINS, GARY is issued. Engineer: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carver Total Square Ft: 1000 S.F. ' Policy #: Valuation: $65,000.00 Census Code: 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' I compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Z—Z— CJ 4 Applicant: ,�— WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees.` CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the This permit is hereb"'ssued under the applicable provisions of the Butte C unty Co'da pr Resolutio 0 o fk indi ted above for which fees have been paid. 1 G performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By: Da v Address: PERMIT EXPIRES N: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or ly authorized agent of the owner. Agree to comply with all county and state laws relating to building construction. I acknowledge itis unlawful to alter the substance a official form of Butte Co ty. I hereby 7nt authorize representatives of Butte County to enters upon the above mentioned property for inspection purpo Q "'�/ ' w ' %^� �S Print Name: / Signature: -------- Date: Owner Uf Contractor ❑ Agent for Owner 0 Agent for Contractor BUTTE COUNTY DEPARTMENT�67 DEVELOPMENT SERVICES BUILDING \\ PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE RILL BE REO UIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" OWNER Last Name '.�,1 �` L—s- first Name -5 4 A K) Address O J V__s kv Citym� �' S7StateG� I zip c� �- Phone :g, 7— 3 Z Fax 7 3 3 6 Email SY+'� C 3v U C-0 v� ARCHITECT/ENGINEER CONTRACTOR Name- ameAddress City C_'k' ) C_o Address I Zp gSy'_73 City Fax g9-3 r 0-S3 Z State Zip Phone Subdivision Name Fax E-mail Page Uc. # Class ARCHITECT/ENGINEER Name Aj S Address 3 7c 1�) o vs w 0 0g.> S)z�) 0 City C_'k' ) C_o State (f/tq I Zp gSy'_73 Phone �, c> 2-Z7 0"D l Fax g9-3 r 0-S3 Z E-mail State Ucense Number C •- 1 4 93 APPLIaANT SIG URE For office use only: APPLICANT NAME Name S M) Address City Yes No State _T zip Phone Subdivision Name Fax E-mail Page APPLIaANT SIG URE For office use only: AP# Q qJ --- C Z Q-- a V-6 Zoning City ' m )s-3' Flood Zone SRA Yes No Occ. ?� If hiring -anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Type Const v Subdivision Name Name Map Book7 Page Lot # Planner Date Approved: PERMIT NO. BP p P8p BIN # - LOCATION AP# Q qJ --- C Z Q-- a V-6 Property Address ys z z eASA .S)Z-K City ' m )s-3' Cross Street A c�a' L sot dK ` 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: FLAN o) P -o -9, e Xs oo -_t�- o zj a-2. Sq. Footage F O yG ❑ Structure Built without Permits 16t1W(11 46, ❑ Proposed Change of Occupancy (Note previous use): S �' tog 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 OVER FOR SUBMITTAL REQUIREMENTS LL KAFORMSOUILDING F0RMS1BIdgADP1SubRgmts.doc Page 1 of 2 REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received b4c Receipt #: qt A 0 q 11y4- ( Bldg 1n S'�'-) ' SMTP REV 7-27-04 iq) I SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. rINCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK O 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile -or modular homes.):). ❑ 5. Statement of Intent for Nonheated and A/C for Non -Residential Buildings. ❑ 6. Manufactured,homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D)Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans,, (B)' Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. r ❑ , 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. 'Co'ntractors license.infomation. (Number, Name Style, Classification). F ❑ 7. Workers Compensatioh= rrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can oniy be made upon written request by the person who paid the fee. The request must be made within two years from'the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION AFORMSSUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 Butte County Department of Development Services oOurtF, 7 County Center Drive, Oroville, CA 95965-3397 o G�� Telephone: (530) 538-6821 ■ Fax: (530) 538-7785 .. _ C o°OUNtyo From the Desk of Yvonne Christopher, Director J' M E.H. USE "IA is ►'Filo en Attached } Raw Plan Attached N Sant to B.O. ! TO: Building Department FROM: Environmental Health SUBJECT: Sanitation C earance 5 Owner Location AP# Plan Approve , f Sewage Disposal at r Supply: Public Private Wel CI arance f �• welling. Othe �` 9 _ 1 ce, .5— Hold final for: Final clearance O.IIK. for: V NOTE: li r ,(I n Lh A 1 n 8/96 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: I S ASSESSOR PARCEL NUMBER o 1 V ` Proposed Building Use: ISE Counter Technician%L Date: 3 o 1 Items required in order to apply for hpermit. All boxes MUST be checked OR marked NA in ftrer� to apply. 'f 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. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. JT 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. I` 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) Data sheets and installation inst, (B) 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 .i` must be stamped and wet -signed by the en Iq neer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate p.. ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required......................................................... .. ........ . 21. Fees as shown on the attached Schedule of Fees Due Sheet........ /22. City of Chico Plumbing permit ........................ ........ .............................p ® 23. California Department of Forestry plan approva ❑ paid. Sent by: rYt c ..f.�..�� ❑ 24. Planning approval (A) Use: (B)Parking: C) Parcel Check:_JDk - ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ' ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.................................................................... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement. ................................ ❑ 34. Manufactured home utility clearance............................................................... ❑ '35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction ..................................... ....."........... .................................. 37. ❑ Grant Deed, M.H itle/Statement of Facts, "L�jter rom Le al Owne`, 0 heck to .C.D.- 38. Other: C�'I on 39. Other: hen issued Telephone and ald for pickup. I have been informed of the above items and requirements for obtaining building permit. Applicant: Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, ner as advised of the above data by Vphone, ❑ mail, ❑ counter, b Date: Wa- % Contractor, designer, owner, was advised of the ove data by phone, ❑ mail, ❑ counter Date: Plans reviewed by: Y� c� Date. Plans approved by: D T Structural reviewed by: Date: Structural approved by: Date: O O Note transfer by: AA L Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES //�� OWNER A.P. # ( '�Q Z O —0 i �D PROPROSED BUILDING USE G% 'J DATE l `'a 7 "0 T RECEIPT # DATE REC. hK-l. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- RefiN Plan Checking Fee.... $ 2. S DISTRICT FEES r d at School District Office) (form available after Plan Check) 3. SHERIFF FEES (pai MildngDivision) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CIUCK FEE $89-00 �aid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER N At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) 1 fi 1 BUTTE,COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM h , (One form per Building) ` School District Building Department No. - t P. Number 041--(P2_o - o 4 UJ Jurisdiction: City ©County Property Owner �-Q �/)'� Yl�l .i'� Gl.(X .9✓ (. Property Location/Address �1 22 Col SCS S-1 C Subdivision Lot No. Residential Development 0 No of Living Mobile Home Units Installation Commercial/Industrial Q New Building Departrn�nt Representative 0 Addition .............................................................. :................................ ....... Sq. Footage ' 0 C) Addition/ -Supplemental to (Group R) Conversion Permit # *(No foundation inspection) ......................... Z Deed Restricted Sq Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Including Exterior Roofed Areas) /D Zo o Datea.a. . Ole District Identification No. t� � -Ze)3a - School District certifies that / (Applicant) y53 Z_. . (City) (, f has complied with the requirements of Resolution No. representing square feet. School District Representative (State) (Phone Number) Rip Code) by payment of $ 2926 $ FULL MMGATION : Paid by Check X Remarks: ' —` ` 7t�k Date Notice: You may protest the Imposition of the fess Identified above by submlttirg,awrlltM protest to the District, In compllenos with Govemmen Cods flection 66020(a), within 90 days from the date fess are paid. Failure to submit a timely written protest Will'prohibit r 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 Certification Fonn, the School District Is rhoo by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQAh this project may be subject to additional school fees to fully mKilgste.fis Impact on the school dishicre schools. White (applicant), Yellow (building department), Pink (school district) feefomh.xls (10/03)dmm ' 1 Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538.7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING October 14, 2004 Sean Michaels I P.O. Box 1458 ' Magalia, CA 95954 j i Subject: APN — 041-620-046 ! Dear Mr Michaels: The Butte County Department of Development Services, Planning Department, has reviewed the submitted Building Permit Application 04-2801 and has found your application in compliance with the established planning criteria. The site plan you submitted meets the setback requirements. for your zone as well as applicable map or use permit conditions. The Permit Application has now been forwarded to the Building Division for their consideration and action. If attached, please find a copy of any use permits, map notes and conditions for your property. We are providing this to your for your information and future reference. Should you have any questions please feel free to contact me between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7603. I ly, �olley Assistant Planner t i 9 Gary Hawkins;C=r Oct. 18, 2004 Butte County Building Division 7 County Center Drive Oroville, Ca. 95965-3397 RE: Sean Michaels Lot 38 Casa Del Rey Paradise, Ca.95969 Plan Check No. AP # I have reviewed the geotechnical investigation report for Casa Del Rey subdivision, phase 2 and 3 for the above-mentioned project. The construction documents are in compliance with the geotechnical investigation report. If you have any questions regarding this item, please do not hesitate to call this office. Si c rely, C1't;.. -, .-.•v j st�'w.-�.:1 • �z . __3 Oh.i�, G y Hawkins _--,'A,' `. ��n, r -Architect %, .. ..._�.kr +,. � �� �.y, "�.,,� i �Y� -`t � �.+.,^� ��� ., zi'`r�x-„ �'r'�� "•Y�';.1?.ir`"'+�i'��S�,�k � '�^�.w=�ji Y5 t.., �, d N �°'k .: s' - ^n. � �_�T Y+-_�F �..ct, [f. e. ryY �4�'�h1•"'M'7�•ni'q�` ^75�;T�. yt-. +.. +� ,�"'.�`_ ''i•Y'�1 -lf� .u�mes �-S �� - iSi:;ti. ,4 '..\ppF�.j f�+cyan �.. i. +hyo. 1370 RIDGEWOOD DR., STE.10 • CHICO, CA 95973 (530) 892-2700 • FAX (530) 893-0532 • garyarch@sbcglobal.net Gary Hawkins ARCHITECT Oct. 18, 2004 Butte County Building Division 7 County Center Drive Oroville, Ca. 95965-3397 RE: Sean Michaels Lot 38 Casa Del Rey Paradise, Ca.95969 Plan Check No. AP # I have reviewed the geotechnical investigation report for Casa Del Rey subdivision, phase 2 and 3 for the above-mentioned project. The construction documents are in compliance with the geotechnical investigation report. If you have any questions regarding this item, please do not hesitate to call this office. Si �c rely, G -ry Hawkins Architect r _ pi.. , � t t7J � �1 •`i .T-� �� tai,,. ji N, 1370 RIDGEWOOD DR., STE.10 • CHICO, CA 95973 (530) 892-2700 • FAX (530) 893-0532 • garyarch@sbcglobal.net Gary Hawkins,A F;ZCH;CT Oct. 18, 2004 Butte County Building Division 7 County Center Drive Oroville, Ca. 95965-3397 RE: Sean Michaels Lot 38 Casa Del Rey Paradise, Ca.95969 Plan Check No. AP # I have reviewed the truss engineering from Design Assistance for the above-mentioned project and found that the submitted information correctly depicts the loading and design requirements. While these documents have been reviewed to verify compliance with structural criteria, It shall be noted that the verification of exact truss dimensions is beyond the scope of our review and shall be the responsibility of.others. 1370 RIDGEWOOD DR., STE.10 • CHICO, CA 95973 (530) 892-2700 • FAX (530) 893-0532 • garyarch@sbcglobal.net 0 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, D UPLEX AND MISCELLAAEOUS ONLY Owner: at C k&'P— - Building Permit Number: Plans Examiner: Martha Christy A. P. Number. O LH GENERAL: Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. VOTPLAN: ecorded notice of violation. uilding permit valuation. XComplete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. 6. Special conditions on P el Map: t Noise ❑ SRA [ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement i 8: Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: 1. • Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). Z. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). 4. Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). 7. All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). 8. GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 9. Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). 10. Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). 11. Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). 12. Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 1 13. Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). 14. Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 1 ater closet clearances (Uniform Plumbing Code 408.5). 16 Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 7. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1 Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not ` exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.).Braced wall lines must be continuous throughout the structure. OV PV.1l4 �rIC�Lt`� J 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, • .�.-: P Y g registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. �. 3. Clerestory requiring balloon framing and/or engineering. i 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). tloor construction details complete enough to construct building..-- (D,2.e.Qe . •Elevations and wall construction details complete enough to construct building. ,. Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. 13. High expansive soil — special foundation design required. Retaining walls requiring design. 7 Pnet Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two. openings are required with a total area of at least one square inch for every square foot of area enclosed with the bottom of the openings no { more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse'or lateral movement. Construction design requirements must,be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. SCELLANEOUS ITEMS: 1: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). y,. .2. Guardrails (Uniform Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster — weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 6. Foam insulation — protection. 7. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 8. Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. 2. Energy design compliance and supporting documentation. � � �5b-u , 4 "1' mry � dYr� CDF responsible arearequirements. Y U ur S CA BUILDING PERMIT REQUIREMENTS: ` 1. [' SRA. n,� rK,& tii:�;� 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 Q� � leca-4-i e -Y) 0 IJ v I--,- - 6 t Vl correc4- p V'i en-J� on oijte'e`. P/ nYh 2 2 r12) 11� l ri 1 e-0 C© C-&hd u/"Jj� F=nwl-, � / NIS ar) N�) r i PRC OCT PROCESSING RFdpRD /1 A APPLICAN'r: OWNER: 1 PERMIT #: A. P. #: 041 Z2 D --O-Ho WORK DESCRIPTION: D_ . IC) ZE DES�CRIPTION OF STEP �roe►ern v D � 10 o ZS I hS SZ -5 ori "�►-2An'J oto �•f1-)11417 n 1 ill A-V-Cgan-L� wvac, j `° nat on pLal-xs A_ S t^c LOA � - F2cl�-h dtJ-� 0 v �� hacre 4 (4 - z) -u 4nw6 fou vi dah e-,, ha.)) a ectal i 5. Ckecl f - nD� f fiot (�' yl r UJ ao i� 5 r) o APPLICANT: OWNER: •. PERMIT #: A. P. WORK DESCRIPTION: PRCSECT PROCESSING R%ORD DATE DES CRIP'TION OF STEP Sk�� k-0 �a ©: �Z_ s � • � 3 .� ca -School District A.P. Number "jeA Property Owner Property Location/Address � .'� t+. 'E71 c— 12 a Jt .5 7-A, PO4- R A 0 r= r= f BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Building Department No b �i-� . �7 • Q �1-% Jurisdiction: city County I C 0.4 Pt C—C-5 Subdivision Lot No. Residential Development Q Q Q Q Sq. Footage ? S No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # •(No foundation Inspection) :.......................................................................1............................. Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Q Q New Addition Build gniBuild gni impartment Representative DlisYict Identification No. 4�J School District certifies that Sq. Footage (Including Exterior Roofed Areas) 7 • / 3 . Date . 1 46—i'C (Applicant) (Street Address) (Phone Number) �-� /^_ d' 15F 5�- 5,/ (City) v has complied with the requirements of Resolution No. representing �35 square feet. 1 School District Representative Paid by Check # / � Remarks: (Zip by payment of $ �pC 021 IFV JAB 2926 r $ FULL MRIGATION $ Date Notice: You may protest the Imposition of the fees Mentlriad above by submitting a writtan protest to tit Dlstrld,7n 2ompllarroe with � Gomm wit Code Section 66020(a), within 90 days from the data fen are paid. Failure to submit a tinnly wrltun protest wlil prohlbit you from challe"I rg the Imposition of the fen In aryr court aetlom : K, subsaquerrt to the School District Ropreeeritatlw sighing thisPutts County Schools Impact Fee CaRlflation Form„ the tiehool District Is noitaed by the applicable Local Warning Agancy that this project isbeing reviewed under the CalNomla DMrorrrr»ntal Quality Act (CEQA� this project may be subHet to additional school font* fully mltlQeia. its Impact on the school districrs schools. White (applicant), Yellow (building department), Pink (school district) feeform.)b 00/03Mmm en recorded return to: Co ty of Butte Depa ent of Develop ent Services Building Di 'sion ! 7 County Cen r Drive Oroville, CA 95 5-3397 pace above for Recorder's Use (rev.5/04) Owner Name:' Sean nd Linda Michaels Building Permit No: 04 801 DEED S D NOTICE OF L ITE USE FA ILITY I. WHEREAS, on this 21 day Oc 2004, Sean Linda Michaels, hereinafter referred to as owner(s), is the rec d o the following real property: 4522 Casa Sierra Vista and 041-620-046), a d as furthe set,forth in Exhibit "A" attached hereto and hereby incorporated by refe nce, her'' er referred to as "the subject property"; and II. WHEREAS, the Building Division y Department of Development Services is acting on behalf of the eople o utte C nty; and III. WHEREAS, the owner applied to the Buildi isio for a building permit in order to develop the subject property descn ove a IV. WHEREAS, Building Permit No. 04-2801 was app 'ed 9/23/04 by the owner in accordance with the provisions of the Butte Co ty Cq a and the California Building Code; and ! �/ V. WHEREAS, the use allowed by Building Permit No., 04- 01 s been reviewed and approved for only the limited purposes set forth below; and VI. WHEREAS, it is intended that this Deed Restriction and Notice imited Use Facility shall constitute an enforceable restriction and remain in effe until a i change in use or character of use has been approved by the Butte County .B ilding Official or a change in law has occurred, either of which change allows the ses otherwise restricted. herein to be conducted on the real property described herein. Under either circumstance allowing such change in use, Owner shall be entitled to have this Deed Restriction and Notice of Limited Use Facility rescinded by the execution of a subsequent document entitled Rescission of Deed Restriction and Notice of Limited Use Facility by the Director of Development Services; and VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 04-2801 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 04-2801 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility, an underfloor, unfinished storage room, shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are i not allowed: sleeping, cooking or work space. Additionally, the space will not be heated and or cooled. Untrnished spaces shall not be occupied until permits are Y obtained, inspections completed, and approval granted for occupancy. . h If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of Yvonne C isto r /► Director DDS n r execution. This document shall be -recorded and returned to the Butte County Department of Development Services; Building Division prior to the issuance of Building Permit No. 04-2801. DATE: Owner Signature: Owner Signature: YvonneC ostop O n Director, DS . 20 Print or Type Name of Above Print or Type Name of Above C NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA ) SS. COUNTY OF BUTTE ) On before me, , Notary Public, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. ! WITNESS my hand and official seal. Signature STATE OF CALIFORNIA COUNTY OF BUTTE On Public, personally appeared before me, SS. , Notary personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature ' '(Seal) j E r Yvonne C isto r Director DS i This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. I Christopher, Director lent Development Services STATE OF CALIFORNIA ) ' SS. COUNTY OF BUTTE ) " On LL -4L, (;� a CSO y before me AiicAM, VC , Notary Public, personally appeared Uovivu eY ' `' ' ,personally known to me (or proved to me on the basis of satisfactory evidence) to be the personA whose name($) is/pe subscribed to the within instrument and acknowledged to me that X/she/th%d,'y executed the same in>K/her/tbKr authorized capacit&g), and that by /her/t�Kr signatures on the instrument -the person(Ol or the entity upon behalf of which the personf-a acted, executed the instrument. WITNESS my hand and official seal. Signature ALICE ARNP! MEFFORD ] Commission # 1365836 = ' Nofaiy Public - Cailfotnia y frusta County MY OMMI. F*Ms Ju122, 2006 (Seal) PARC RECORDING REQUESTED BY MID VALLEY TITLE CO. AND WHEN RECORDED MAIL TO: 35 SEAN MICHAELS LINDA MICHAELS 5ci S Lf A.P.N.: p4/— (per G -p y"(p Order No.: Above This Line for Recorder's Use Only Escrow No.: 203558MV GRANT DEED TH)E UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY $90.75 L/ [ computed on full value of property conveyed, or /!r computed on full value less value of liens or encumbrances remaining at time of sale, C� [ ] unincorporated area; [ ] Town of _, and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, LIME SADDLE 1993 PARTNERS, LP, A CALIFORNIA LIMITED PARTNERSHIP hereby GRANT(S) to SEAN MICHAELS and LINDA MICHAELS, Husband and Wife as Joint Tenants the following described property in the UNINCORPORATED AREA, County of Butte State of California; SEE ATTACHED FOR LEGAL DESCRIPTION LIME SADDLE 1993 PARTNERS, LP, A CALIFORNIA LIMITED PARTNERSHIP By:_- eZ VINETTE G. CONWAY, TRUME OF THE CONWAY FAMILY TRUST, GENERAL PARTNER Document Date: November 1, 2002 STATE OF CALIFORNIA )SS COUNTY OF !&,-4 -4 ( ) 1 On before me, M or Ir0 W personally appeared If 1 Vl W personally known to me (or proved to me on the basis of satisfactory evidenc o be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official A.M. MORROW COMM. # 1270896 � NOTARY PUBLIC -CALIFORNIA P . COUNTY OF BUTTE My Comm. Expires July 16, 2004 ..••• F.M. MORROW "'"APA. # 1270896 rY OF BUTTE my expires July 18, 2006 Mail Tax Statements to: SAME AS ABOVE or Address Noted Below �Zl Ila 6Ila YJ Z5tS Recorded I REC FEE 16.00 Official Records ( TAX 90,75 County Of BUTTE i CANDACE J. GRUBBS I Recorder ROSEMARY DICKSON I Assistant I Andrew 09:00AM 07 -Nov -2002 I 'age 1 of 4 Above This Line for Recorder's Use Only Escrow No.: 203558MV GRANT DEED TH)E UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY $90.75 L/ [ computed on full value of property conveyed, or /!r computed on full value less value of liens or encumbrances remaining at time of sale, C� [ ] unincorporated area; [ ] Town of _, and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, LIME SADDLE 1993 PARTNERS, LP, A CALIFORNIA LIMITED PARTNERSHIP hereby GRANT(S) to SEAN MICHAELS and LINDA MICHAELS, Husband and Wife as Joint Tenants the following described property in the UNINCORPORATED AREA, County of Butte State of California; SEE ATTACHED FOR LEGAL DESCRIPTION LIME SADDLE 1993 PARTNERS, LP, A CALIFORNIA LIMITED PARTNERSHIP By:_- eZ VINETTE G. CONWAY, TRUME OF THE CONWAY FAMILY TRUST, GENERAL PARTNER Document Date: November 1, 2002 STATE OF CALIFORNIA )SS COUNTY OF !&,-4 -4 ( ) 1 On before me, M or Ir0 W personally appeared If 1 Vl W personally known to me (or proved to me on the basis of satisfactory evidenc o be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official A.M. MORROW COMM. # 1270896 � NOTARY PUBLIC -CALIFORNIA P . COUNTY OF BUTTE My Comm. Expires July 16, 2004 ..••• F.M. MORROW "'"APA. # 1270896 rY OF BUTTE my expires July 18, 2006 Mail Tax Statements to: SAME AS ABOVE or Address Noted Below Preliminary Report Description Order No. BU -203558-2 MV The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOT 38, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 87, 88, AND 89. THIS DEED IS MADE AND ACCEPTED UPON. THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED AUGUST 31, 2000, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2000-33726, BUTTE COUNTY, CALIFORNIA AND DECLARATION OF ANNEXATION, RECORDED MAY 3, 2002, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2002-23024; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. APN 041-620-046-000 PARCEL II: AN EASEMENT FOR ROAD PURPOSES OVER LOT A, RV STORAGE OVER LOT B, AND SEWER DISPOSAL OVER LOT C, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY UNIT #1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 25, 2000, IN BOOK 149 OF MAPS, AT PAGES 56 THROUGH 61. PARCEL III: AN EASEMENT FOR INGRESS AND EGRESS 40 FEET WIDE LYING 20 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: THAT PORTION OF THE LANDS OF ROBERT CONWAY BEING A PORTION OF THE NORTHWEST ONE QUARTER OF THE NORTHWEST ONE QUARTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.M, AS SHOWN ON THAT CERTAIN RECORD OF SURVEY FOR ROBERT CONWAY, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 22, 1985, UNDER BOOK 101 OF RECORD OF SURVEYS, AT PAGE 9, MORE PARTICULARLY DESCRIBED AS FOLLOWS: •kIiM Preliminary Report DESCRIPTION - CONTINUED PARCEL III: - CONTINUED Order No. BU -203558-2 MV BEGINNING AT THE NORTHWEST CORNER OF SAID'SECTION 6; THENCE NORTH 89° 28'22" EAST, ALONG THE NORTHERLY BOUNDARY OF SAID SECTION 6, 868.88 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF PENTZ-MAGALIA HIGHWAY AS SHOWN ON SAID RECORD OF SURVEY, SAID POINT ALSO BEING ON A NON -TANGENT 5040 FOOT RADIUS CURVE, CONCAVE EASTERLY FROM WHICH A LINE TO THE RADIUS BEARS NORTH 84° 08' 57" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 3° 32' IT% A LENGTH OF 311.13 FEET; THENCE SOUTH 9° 23' 16" EAST, 654.00 FEET TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED EASEMENT; THENCE SOUTH 800 36' 44" WEST, 344.00 FEET TO THE END OF SAID EASEMENT. PARCEL IV: AN EASEMENT FOR PUBLIC SERVICES AND DRAINAGE PIPES AND 'DITCHES OVER COMMON AREA LOT E, AS SHOWN ON THAT CERTAIN MAP ENTTTLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL V: AN EASEMENT FOR INGRESS AND EGRESS, PUBLIC SERVICES, AND OTHER PURPOSES OVER COMMON AREA LOT D, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", 11 WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL VI: AN EASEMENT FOR RECREATIONAL FACILITIES, PUBLIC SERVICES, SEWAGE DISPOSAL AND DRAINAGE FACILITIES OVER COMMON AREA LOT F, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL VII: AN EASEMENT FOR INGRESS AND EGRESS, PUBLIC SERVICES, AND OTHER PURPOSES OVER COMMON AREA LOT G, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 87, 88, AND 89. r_ ��. i. EXHIBIT A DESCRIPTION OF PROPERTY Order No. 0402-1476878 (REQUIRED) Street Address: Lot 38 Casa Sierra Vista, Paradise, California 95969, Paradise, CA 95969. Legal Description: PARCEL I: i LOT A, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY UNIT #1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 25, 2000, IN BOOK 149 OF MAPS, AT PAGE(S) 56 THRU 61. . RESERVING THEREFROM AN EASEMENT FOR ROAD PURPOSES AS SHOWN ON SAID MAP. , PARCEL II: f s LOT B, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY UNIT.#1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 25, 2000, IN BOOK 149 OF MAPS, AT PAGE(S) 56 THRU 61. RESERVING THEREFROM AN EASEMENT FOR RV STORAGE AS SHOWN ON SAID MAP. PARCEL III: LOT C, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY UNIT #1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 25, 2000, IN BOOK 149 OF MAPS, AT PAGE(S) 56 THRU 61. RESERVING THEREFROM AN EASEMENT FOR SEWAGE DISPOSAL AS SHOWN ON SAID MAP. A.P.N. 041-620-046-0 f Page 7 .©2001 First American Title Insurance Company All Rights Reserved h AUG -05-04 THU 17:26 GARY HAWKINS 5308922700 P.02 Gary Hawkins Aug. 5, 2004 Butte County Building Division 7 County Cente-r Drive,. Oroville, Ca. 95965-3397 RE-: 13u-ilding 2ot-s'-'-fo_,� Sean Michaels Cas.a_De1 Rey Paradise, Ca.95969 aq- 2l0 3 LITTELE COON F t k�i w nR G DEPARTMIF 1'-kan' C.•12£'e'!F ISO:. �. AP # P�g R I. havereviewed the ges•teetnical investigation report for Casa Del Rey subdivision, The foundation system for these lots seem to_ b- in- compli.a=e with this report in my professional opinion. If -Xou_ haves anj hesitate to call question -e- regard -in- this- item, please do not thi-s office. S rely Arc iteCI„' ('�5,�:••.: .r-• ... r_'; .: ;� g' .. •• li is-tt: ,. •�Y�•',G7.& .i'\�.t ,7:/! W�Y.i1N i.:!t.��'',4S•y, ^�.. + �;11�:2:;,Y'...{'�•1 .. � ., �L^ l�T •fir♦, .Y.;!'•','i ..`! .i -j." +_ .i i.. .t•tI .n: �':J�� :.T': ..Pi`.•Y .'�i'�.Y`�Y:,�._^. _::4K�+9e�. ;.i': A" i-,�'��yj 4di:i!.� 'a •.•.1.'F!1'tf.:t:,_ .. ... •'A. •:�,;t. b'!��",�!'�g.. f..d(%�,.�(,q.•.1 :ib':�?i(n..l\..'f,S� :��r, "'� .... ��; i:. .t:.:.•.(;.:,�;' ,'%.n .. ',�•FP ^.3j...:q:• '•.1:� .a.. � �;�i.. ,�.. rii.. ' 1 '{` •'I r. R.,..f•. .. �•�' :�, .+�.. . (. M 13/ :.. !: .,:A '14.w.._"l. "�: f�::� :,"�.'•rr. �,..::f. T::.i:'" T��� F•s' � 'L''� ./.. O RiDGEVV( -Z)R., STE.10 • CHico, CA 95973 (53Q) 892-2709• FAX(530) 893-0532 9CVVore-h0ereN:rnan.eorrw- - RETURN TO CHICO EH W TO SITE PLAN REVIEW APPLICATION Date: C2 C� y AP# y� _'2 O —O Y Permit Number (if applicable) Bin Number APPLICANT INFORMATION Owners Name: Owners Address: /11-10 Parcel Size: Q Y- /S , S- - Ck B-011 37! COUNTY JUL 0 1 Y04 DEATELOPMISNI". cc SERVICES V Telephone No.: 9 7-3 — S/c/ �s Email: Situs. Address: C�_. if/Ck Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Nom -residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other M.Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well Agricultural Buffer Form ❑ Applicable N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval l Site Plan Stamped Approved By�� �� GGA Date Applicable Development Fees: Standard Fees ❑ Fire ❑T 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) Amount Formula * 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 Q Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ 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 Paze 3 of 5 x x 0 Summary of Speck Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrysTuilding Permit Site Plan Reviewl.doc (2-20-04) Page 5 of 5 BUTTE COUNTY AGRICULTURAL BUFFER NOTIFICATION AND/OR UNUSUAL CIRCUMSTANCES REQUEST Butte County requires a 300 foot buffer between neighboring agricultural operations and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and return with the required site plan to: Development Services Department, 7 County Center Drive, Oroville, CA (530) 538-7601 Name: `s ^i C,� 11th 1�. L--� Phone: Mailing Address: 7 S��/ A . , CA E -Mail address Mme 13 y,/ 2-1D C2:7) Ad Z_- Assessor's Parcel Number: 0 44 - G Z 0 - 61� C Reason you believe you qualify for the unusual circumstances exception: C- S��tR-v C. 1 o "1 dam! o f 1 n� l L..� 1i l ! r'1 i) or Authorized Agent's Date UNUSUAL CIRCUMSTANCES DEFINITION: 1. An exceptional or extraordinary condition where the existing lot size or shape or an existing improvemen (well, septic systems, structures etc:) does not allow for the standard condition of a 300-footm*iamn - I Healtl SITE PLAN REQUIREMENT: submit 4 copies with this form Refer to the Site Plan Submittal handout for specific requirements J U N 2 9 2004 ............................................................................................................................ Chico,.CafifQmia internal Dept. Contact Info: ❑ Env. Health ❑ Planning ❑ Building ❑ Other Contact Person: Phone: - FORWARD THIS FORM TO LARRY IN DEVELOPMENT SERVICES FOR PROCESSING For Agricultural Commissioner'office use only: (to be completed after submittal) DISCRETIONARY PERMITS (Planning) MINISTERIAL PERMITS (Building) ❑ Exception Recommended ❑ Exception Granted with the ❑ . Exception NOT Recommended following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: Agricultural Department Signature: Date: YMC 7/l/03 y f y \_'j cx EE N v T Note: Install fiber roll , along a level contour J y ' I! �J y Fiber rolls � J ;1 _l _V A IV Vertical spacing measured along the face of the slope varies between 0' and 20' TYPICAL FIBER ROLL INSTALLATION slope vorI Install a fiber rail near slope where it transitions into a sleeper slope N.T.S. IF FIBER ROLLS ARE REMOVED, COLLECT AND DISPOSE OF SEDIMENT ACCUMULATION, AND FILL AND COMPACT HOLES. TRENCHES, DEPRESSIONS OR ANY OTHER GROUND DISTURBANCE TO BLEND WITH ADJACENT GROUND. INSPECTION AND MAINTENANCE o INSPECT BMP'S PRIOR TO FORECAST RAIN, DAILY DURING EXTENDED RAIN EVENTS, AFTER RAIN EVENTS, WEEKLY DURING THE RAINY SEASON, AND AT TWO-WEEK INTERVALS DURING THE NON -RAINY SEASON. e REPAIR OR REPLACE SPLIT, TORN, UNRAVELING, OR SLUMPING FIBER ROLLS. o IF THE FIBER ROLL IS USED AS A SEDIMENT CAPTURE DEVICE, OR AS AN EROSION CONTROL DEVICE TO MAINTAIN SHEET FLOWS, SEDIMENT THAT ACCUMULATES IN THE BMP MUST BE PERIODICALLY REMOVED IN ORDER TO MAINTAIN BMP EFFECTIVENESS. SEDIMENT SHOULD BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-HALF THE DESIGNATED SEDIMENT 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 OF DISPOSED AT AN APPROPRIATE LOCATION. IF FIBER ROLLS ARE USED FOR ER05ION CONTROL, SUCH AS MINI CHECK DAM, SEDIMENT REMOVAL SHOULD NOT BE REQUIRED AS LONG AS THE SYSTEM CONINTUES TO CONTROL THE GRADE. SEDIMENT CONTROL BMP5 WILL LIKELY BE REQUIRED IN CONJUNCTION WITH THIS TYPE OF APPLICATION. Fiber roll 8" min 3/4' x 3/4' wood stokes max 4' spacing ENTRENCHMENT DETAIL N.T.S. SEOAR C H' y�o No. 1869,3 N� REN. � 4�F OF CAi.�F��� Environmental Health JUN .2 9 -2004 Chico, California 2' LSU t,} T _rD ^' 114.19' 1.. 1�t 1 GD lM w� v I�l � /ST�i� '� \1i t F^,ir(�( 1ti •1 t ,1411-00 PROP05ED B/R RE51 DENCE ELEVATION 'A° 323? S.F. 1� ,`. 1 1 -,� LOT, 3b 024 ARES ` 1500 6A - ` ( C ISEPTIC TANK i LEO _lJ 1 3GONG. � 1 1 O.E. i t s. NNlI°;is DIVISION - BUILDING LA AP�PRGV •;' 11:x:O�C Date: i l U Parking: Landscaping: 0'. 10' 20' 40' NEW RE510err: FOR: SEAN MICHAEL5 BUTTE COUNTY, CALIFORNIA LOT 38 A10ti vyI za —Gv6 140' 80' 100, i�oonn Date: II -I5-02 Gary Ha�ae�'Idns Drcl�n: BH ARCHITECT Job no.: 02-081 19701oamom Da., SM 10 FAXOSOXISISOM TM) SOZ2700 cola= CA 915979 l it Co - I -- .- ,. �. f- �� � ,. - � ti, .1F _ ,y .. NOTES ' �. LOT IMPROVEMENT AND DEVELOPMENT CAN OCCUR AT ANY LOCATION' WITHIN THE CONFINES OF EACH OF THE INDIVIDUAL RESIDENTIAL LOTS. 2. NO BUILDINGS OR STRUCTURES SHALL BE ALLOWED WITHIN THE COMMON AREA OF THE P.U.D., EXCEPTING THE RECREATION BUILDING AND STRUCTURES RELATED TO THE PARK AND RECREATION AREAS. 3. 1 IF DURING CONSTRUCTION, ANY ARCHAEOLOGICAL REMAINS ARE DISCOVERED ON SITE, CONSTRUCTION SHALL CEASE AND A PROFESSIONAL ARCHAEOLOGIST SHALL BE CONSULTED AND A FULL EXAMINATION SHALL BE COMPLETED. 4. DEER MITIGATION FEES ARE TO BE PAID AT THE TIME OF OBTAINING BUILDING PERMITS IF SUCH FEES HAVE BEEN ADOPTED BY THE BUTTE COUNTY- BOARD OF SUPERVISORS. t 5, ALL FENCING ON THE PROPERTY SHALL BE CONSISTENT WITH THE DEPARTMENT OF FISH AND GAME STANDARDS FOR THE DEER FENCING. FISH AND GAME STANDARDS ARE NOT APPLICABLE TO THE RECREATION FACILITIES SUCH AS THE POOL, BALL FIELD AND TENNIS COURTS. SECURITY FENCING FOR THE RECREATION VEHICLE PARKING AREA SHALL BE APPROVED BY THE DEPARTMENT OF FISH AND GAME. 6. ALL RESIDENCES SHALL REQUIRE A TWO CAR GARAGE AND THE DRIVEWAY SHALL BE UTILIZED AS TANDEM PARKING TO MEET THE PUD STANDARDS FOR OFF-STREET PARKING. 'm 7. FIRE HYDRANTS SHALL BE PROVIDED PER COUNTY FIRE DEPARTMENT STANDARDS AND ALL NEW DWELLINGS SHALL MEET THE FIRE SAFE REGULATIONS OF PUBLIC RESOURCES, CODE 4290. 8. A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3, ARTICLE II OF THE BUTTE- COUNTY CODE, PRIOR TO ISSUANCE OF BUILDING PERMITS OR USE PERMIT IN THE CASE OF A MOBILE HOME PARK. SAID . FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT OR USE PERMIT. g. ALL FOUNDATIONS SHALL BE DESIGNED IN ACCORDANCE WITH THE AUGUST 17, 2001 GEOTECHNICAL INVESTIGATION FOR THE CASA DEL REY SUBDIVISION, RANEY GEOTECHNICAL JOB NO 011-786.01, ON FILE WITH THE BUILDING DIVISION OF DEVELOPMENT SERVICES. 10. PRIOR TO ISSUANCE OF BUILDING PERMITS THE APPLICANT SHALL PROVIDE FINAL GRADING PLANS AND IDENTIFY ANY CUT OR FILL SLOPES THAT EXCEED 5 VERTICAL FEET IN HEIGHT. THESE SLOPES SHALL BE REVEGETATED IN COMPLETE PHASES AND VERIFIED BY THE PLANNING DIVISION PRIOR TO ISSUANCE OF BUILDING PERMITS FOR THE NEXT PHASE. THE FINAL 2 PHASES SHALL BE COMPLETELY REVEGETATED PRIOR TO ISSUANCE OF BUILDING PERMITS ON THE LAST PHASE OF THE PROJECT. on area of the 2 �, No buildings or structures shall be allowed within the to the park and d J J3 N� PUD, excepting the recreation building anstructures recreation area. 3 �6r If during construction, any archaeological remains are dshall be consulted 8. construction shall cease and a professional archaeologist �,,,��3 and a full examination shall be completed. c,A1jr2_ sHvus �, r , p ;� �yy j ,�} f !etc lel vt /! � 3 P m ' Sp SErOAtY, Sid 7/3 seg g-� Show a 20 ft. no -development setback around each see s meg• ( ) SEF 3�j �6 10 Deer mitigation fees are to be paid at -the time of obtaining budding Permits rE ` TCy Board of Supervisors. (m) 3/3 g if such fees have been adopted b the Butte County Q,� All fencing on the property shall be consistent with the Department of Fish rr s c� { 11. A/Or� and Game standards for the deer fencing- (m) ` provide final grading 12. Prior to issuance of Building Permits the applicant shall plans and identify any vertical cut or fill slopes that exceed 5 vertical feet in led by 6� height. These slopes shall be revegetated in complee�� for the next phase. the Planning Division prior to issuance of building p 9 The final 2 phases shall be completely revegetated prior to issuance o building permits on the last phase of the project.(m)1 prior r to issuance of building permits for any unit the following shall be verified: arae and' the driveway shall be Glc i 13. � residences shall require a two car U D gandards for off-street parlting. X_ '��U utilized as tandem parking to meet the P to the 14. A development impact fee for sheriffs facilities shall' lCodebe d pursuant nor to issuance provisions of Chapter 3, Article H of the Butte County , P SH 3j3 '� 7 of building permits or use permit in the case of a mobile e of me park. Said fee liation for the amount will be determined and calculated as of the PP building permit or use permit. V NST L -SA 3/3 The following items shall be completed prior to recordation of the Final Map: uNri3 standards Nord 15. Fire hydrants shall be provided per County.Fire D of Public Resources 10 all new dwellings shall meet the Fire Safe Regulations D5�•O` Code 4290. OK- `711-ol {9`� -e► 16. r„ 7. -_2321 I f- -23121 Provide utility easements per PG&E requirements. road and drainage plans to the Land Development Division for Submit approval and install the required facilities. } L3.z 33. Construct standard left turn lanes at each intersection of access road with E= z 3 Z c Pentz Road. 34. "2321 Present configuration of access is unacceptable. Re -design intersection of , 6-232-( northerly access road and Pentz Road to provide adequate area for storage 41 • and turning movements. %. New lot or parcel lines shall comply with setback requirements of applicable zoning and building ordinances. See condition 6. d1436 Deeds and pats shall be submitted -to the Department of Development Services for checking and approval prior to recordation and shall contain the notes specified in the memo from Land Development dated July 9, 1993. Provide documentation from a title company of the applicants choice verifying -��s, ,- that any deed of trust affected is partially re -conveyed or modified to reflect Ee�c � the boundary line adjustment and to prevent the creation of any additional lot or parcel. oPrior to recording deeds, verify payment of taxes as specified in Government ` Code Section 66492. Pi.0 Prepare a plat showing approved boundary line modification. pibV Record plat with deeds if one or more of original lots or parcels was created by map or shown on a record of survey. If a record of survey is prepared to show the boundary line modification, recording of a plat is not required. If a record of survey is prepared to show the boundary line modification, recording of a plat is not required. Deed Note . (To be placed on any deed to effect boundary line modification) The purpose of this deed is to effect a boundary line modification as approved by the Butte County Development Review Committee on The above described lands are to be combined with and become a part of those lands as described in the deed to as filed for record in Butte County Official Records at (serial number ,) (Book Page ). No additional lots or parcels are created hereby. The scope of review of said boundary line modification was limited as specified in Government Code section 66412(d), and approval of it does not constitute assurance that future applications for building permits or other land use entitlements on the modified lots or parcels will be approved by the County of Butte. 48. Show a one hundred foot sewage disposal setback from existing wells. 49. For the existing mobile home park parcel place a not on the map that states "This parcel was created to accommodate existing development and is not approved for additional development to be served by septic tank systems". 50. Guarantee domestic water supply service to the mobile home park by inclusion of the park in the community water supply service. 51. The applicant shall also comply with all_ other applicable State and local statutes, ordinances, and regulations. Minor, changes may be approved administratively. by the Director of Development Services upon receipt of 4 substantiated written request by the applicant. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or'significant in nature shall require a formal application for amendment. OSP PR T 0 g0TTF O O O C \O O Ac�U N' y . �eILIC WC�� Department C o u n t s .I. micnael crump, Uirector Public f Buf.t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase BI Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREI Project Description: U 4' L& pJ C_ e Project Location and/or Parcel Number: () y I — 6 '2- o — 0 4 d By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State. of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided byjaw. Signed: Title: Date: Less than I Acre NPDES & SWPPP Compliance Certification - Butte County Storm Water Management Program "T Job number >> 04-095 Structural Calculations for Sean Michaels Paradise, Ca. Lot 38 Gary Hawkins Architect 1370 Ridgewood Dr. Ste 10 Chico, Ca. 95973 (530) 892-2700 (530) 893-0532 Fax i ! jV Ott W i - ,72 lL ( Ch U A S WW- U�cuJ insp2et�provk o DATE 8/23/04 BUTTE COUNTY BUILDING ®INASION APPROVED BUILDING'DEPT41 C00'"r"'y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 CALCDATAV11/13/97 -------------------------------------------------------- Rev 4-20-94 Calculation data 4,b.01j ------------------------------------------------------------------------ Description >> » ------------------------------------------------------------------------ Jurisdiction Butte County Code referenced 1997 UBC 2001 CBC Wind loading Basic wind speed Exposure Seismic loading Seismic zone Gravity loading Roof live load Floor live load. . Balcony live load: Soil data Allowable bearing: 75 MPH B 3 , 16 PSF 40 PSF n/a PSF 1200 PSF LOAD -S 9:37 AM ------------------------------------------------------------------------ REV 8-13-92 LOAD SUMMARY MODULE 4/ 8/03 ------------------------------------------------------------------------ DESCRIPTION >> USE: 21.00 PSF LL 16.00 PSF ------------------------------------------------------------------------ ASSEMBLY >roof TL SLOPE > 6.00IN 12 > 26.57 DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 15 CONCRETE TILE 9.50 9.50 22 1/2" PLYWOOD 1.50 1.50 39 2 X 6 - 24" 1.10 1.10 39 2 X 6 - 24" 1.10 1.10 60 INSULATION R38 2.20 2.20 64 MISC. 2.00 2.00 84 5/8" GYPSUM.BD 2.80 2.80 ---------------------------------------------- -�----------------------- DL 20.20 USE: 21.00 PSF LL 16.00 PSF --------------------------------=------------ TL ------------------------- 37.00 PSF ASSEMBLY >wall SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ.-WT. 85 7/8" PLASTER 8.00 8.00 21 3/8" PLYWOOD 1.10 1.10 38 2 X 6 - 16" 1.70 1.70 58 INSULATION R19 1.10 1.10 64 MISC. 2.00 2.00 83 1/2" GYPSUM BD 2.50 2.50 ------------------------------------------------------------------------ DL 16.40 USE: 17.00 PSF LL PSF ------------------------------------------------------------------------ TL 17.00 PSF i ffi 1 LOAD—S 2:14 PM ------------------------------------- REV 8-13-92 LOAD SUMMARY ---------------------------------- MODULE 11/25/02 ------------------------------------------------------------------------ DESCRIPTION >> —=----------------------- ----------------------------------------------- ASSEMBLY >floor t SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 77 CARPET/PAD 1.00 1.00 24 3/4" PLYWOOD 2.30 2.30 38 2 X 6 — 16" 1.70 1.70 58 INSULATION R19 1.10 1.10 64 MISC. 2.00 2.00 ------------------------------------------------7----------------------- DL 8.10 USE: i 9.00 PSF LL 40.00 PSF ------------------------------------------------------------------------ TL 49.00 a PSF ASSEMBLY > SLOPE > IN. 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. e ------- DL USE: j --------------- PSF LL PSF ---------------------------------------- TL ------------------------------- i i PSF I . .............. 4/ iLl C/a.. # Z. 1" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 MAXSPAN2 3:11 PM ------------------------------------------------------------------------ Rev 9-28-93 Wood joists - span capacity 8/10/04 Description >>deck joist .000 kips V concentrated load > .000 kips V cap of joist > ------------LOADING DATA ----------- ------------GENERAL DATA ------------ .000 Dead load > .007 ksf Load duration factor .000 > 1.000 Live load > .040 ksf Joist spacing > 16.000 inches Total load > .047 ksf Repetitive (Y/N)?> Y > Tributaryload> 063klf ---Deflection--- ---_ ----------------------------------- --- Concentrated load> -- .000 kips > .000 inches Eq uniform'load > .000 klf .000 inches Total load deflection ---------------------------SECTION PROPERTIES --------------------------- in. L/ 0 member thickness > 1.500 inches Member width > 9.250 inches Section modulus > 21.391 in -3 Area > 13.875 in"2 Moment of inertia > 98.932 in"4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc1 FcJJ E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.100 (APPLY TO Fb) Size factor Cf > 1.100 (APPLY TO Ft) Size factor Cf > 1.000 (APPLY TO Fc1) Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fc1- Fc -u E DFL NO2 1107 633 95 625 1300 1600000 -----------------------------MAXIMUM Max. span as limited by: SPANS------------------------------ Bending > Shear > Total load deflection (L/240) > 6TL > .889 inches Live load deflection (L/360) > 6LL > .545 inches 15.871 feet 28.045 feet 17.772 feet 16.377 feet -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > .879 kips <ok> % of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 1.973 ft -kips <ok> of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 ! SSBM_6------------------------------------C4�/8 -------------------------- Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD ----------------------------------------Description » RB -1 ---------------------------------GENERAL-------------------------------- ' Span (L) > 13.500 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (YIN) > Y ' lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 ! -------------------=------------ACTIONS=-------------------------------- Uniform dead load > .441 kips/ft 57 o TL Uniform live load > .336 kips/ft 43 o TL ' Uniform total load > .777 kips/ft End reactions ........................... DL > 2.977 kips ! LL > 2.268 kips TL > 5.245 kips Design loads ............................ Total load moment (M) > 17.701 ft -kips ' Total load shear (V) > 5.245 kips --------------------------LUMBER DESIGN VALUES-------------------------- Base values Species Grade Fb Ft Fv Fc -L FcJ E DFGL 24F -V4 2400 1150 165 650 1650: 1800000 Size factor Cf > .987 Apply to Fb ' Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcu Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 FcJJ E DFGL 24F -V4 2369 1150 165 650 1650 1800000 ---------------- ---------------- BEAM DATA -------------------------------- Member width > 5.125 inches Member depth > 13.500 inches Required Actual Comment S (in"3) > 89.671 155.672 <ok> A (in"2) >. 39.733 69.188 <ok> ! I (in -4) > 1050.785 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .307 inches L/ 528 <OK> ' Live load deflection > 1.133 inches L/ 1220 <OK> Dead load deflection > .174 inches Minimum camber (glu-lams) > .261 inches <1.5*DL deflection> Standard 20001R camber > .137 inches ! --------------------------CHECK MIN. BRG. AREA= ------------------------- Minimum area > 8.069 in"2 ! Minimum length > 1.574 inches Assuming full width bearing 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 lip WL ' SSBM_6 9:45 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 4/ 8/03 Description » RB-2 ---------------------------------GENERAL-------------------------------- ' Span (L) > 17.500 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .266 kips/ft 57 o TL Uniform live load > .203 kips/ft 43 o TL ' Uniform total load > .469 kips/ft End reactions........................... DL > 2.328 kips ' LL > 1.776 kips TL > 4.104 kips Design loads ............................ Total load moment (M) > 17.954 ft-kips Total load shear (V) > 4.104 kips =-------------------------LUMBER DESIGN VALUES-------------------------- Base values Species Grade Fb Ft Fv Fc1 FcJJ E DFGL 24F-V4 2400 1150 165 650 1650 1800000 Size factor Cf, > .916 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc1 Repetitive member factor.Cr > 1.000 Load duration factor Cd > 1.000 < Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb t Fv Fcl FcJJ E DFGL 24F-V4 2341 1150 165 650 1650 1800000 -=------------------------ -----BEAM DATA--- --------------------------- Member width 5.125 inches Member depth > 15.000 inche Required went S (in-3) > 92.023 192.188 <ok> A (in-2) > 31.977 76.875 <ok> I (in-4) > 1441.406 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .381 inches L/ 551 <OK> Live load deflection > .165 inches L/ 1272 <OK> Dead load deflection > .216 inches Minimum camber (glu-lams) > .325 inches <1.5*DL deflection> Standard 20001R camber > .230 inches ' -------------------------- CHECK MIN. BRG. AREA -------------------------- Minimum area > 6.313 in"2 ' Minimum length > 1.232 inches Assuming full width bearing pyd - -2-.> vwS61- b-2, \ 1 ' SSBM_6 9:47 AM Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 4/ 8/03 ----------- --------- - Description >> RB -3 r---------------------------------GENERAL-------------------------------- Span (L) > 7.670 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (YIN) > lu > Y .000 feet le > .000 feet ' Slenderness factor Cs > Ck > .000 34.680 --------------------------------ACTIONS--------------------------------- Uniform dead load > .172 kips/ft 57 % TL Uniform live load > .131 kips/ft 43 o TL ' Uniform total load > .303 kips/ft End reactions.................... ...... ' DL > LL > .660 .502 kips kips TL > 1.162 kips Design loads ............................ Total load moment (M) > 2.228 ft -kips 1 Total load shear (V) > 1.162 kips --------------------------LUMBER DESIGN VALUES-------------------------- ' Base values Species Grade Fb Ft Fv Fc -L FcJJ E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf Size factor Cf Size factor Cf > 1.100 > 1.000 > 1.000 Apply to Fb Apply to Ft Apply to Fcl Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 ' Adjustment for lateral support > 1.000 Adjusted values ' Species Grade Fb DFLN02----__963575 Ft Fv 95 Fcl Fc -u E 625 1300 1600000 -------------------------- -- ------ BEAM DATA ------------------------------- Member width > Member depth > 3.500 11.250 inches inches Required Actual Comment S (in"3) > 27.779 73.828 <ok> A (in^2) > 13.862 39.375 <ok> I (in -4) > 415.283 ------------------------------DEFLECTIONS------------------------------- Total load deflection > Live load deflection > .036 .015 inches inches L/ 2592 <OK> L/ 5995 <OK> Dead load deflection > .020 inches ' Minimum camber (glu-lams) > Standard 2000'R camber > .030 .044 inches inches <1.5*DL deflection> --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 1.859 in"2 ' Minimum length > . .531 inches Assuming full width bearing �x �2 e) i� Z Olt fZs -- 4- A- fj.-) . pvc-,,-r- ( Y4- i' 1 1 i i 1 1 1 1 1 1 1 1 1 1 SSBM_6 a 9:55 AM -------------------- Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 4/ 8/03 Description >> RB -4 P+ -----------------------------GENERAL-------------------------------- Span (L) > 20.000 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 ---------- -------------------------------- ACTIONS----------------------- Uniform dead load > .116 kips/ft 57 o TL Uniform live load > .088 kips/ft 43 o TL Uniform total load > .204 kips/ft End reactions .......................... ... DL > 1.160 kips LL > .880 kips TL > 2.040 kips Design loads ............................ Total load moment (M) > 10.200 ft -kips Total load shear (V) > 2.040 kips _----___ ____________________LUMBER DESIGN VALUES ------------------ Base values1J E Species Grade Fb Ft Fv Fc -1 - Fc DFGL 24F -V4 2400 1150 > 1987 Apply to Fb 1650 1800000 Size factor Cf , 1.000 Apply to Ft Size factor Cf , 1,000 Apply to Fc� Size factor Cf , 1,000 Repetitive member factor Cr > 1.000 « Load duration factor Cd > 1.000 Adjustment for lateral support Adjusted values Ft Fv Fcl Fc11 E Species Grade Fb DFGL 24F -V4 2369 1150 165 650------1650---- ------ --------------------------------BEAM DATA---------- Member width > 5.125 inches Member depth > 13.500 inches Required Actual Comment S (in"3) > .51.672 155.672' <ok> A (in -2) > 16.459 69.188 <ok> I (in -4) > 1050.785 -------------------- ---- _------------------------- DEFLECTIONS ----------- L/ 618 <OK> Total load deflection > .388 inches L/ 1433 <OK> Live load deflection > .167 inches Dead load deflection > .221 inches Minimum camber (glu-lams) > .331 inches <1.5*DL deflection> Standard 20001R camber > .300 inches ------------- --------------------------CHECK MIN. BRG. AREA------------ Minimum area > 3.138 in^2 Minimum length > .612 inches Assuming full width bearing 1 �5 SSBM_6 9:56 AM Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 4/ 8/03 i ------------------------------------------------------------------------ Descri tion >> RB -4h ---------------------------------GENERAL-------------------------------- Span (L) > 20.000 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .116 kips/ft 57 o TL' Uniform live load > .088 kips/ft 43 o TL Uniform total load > .204 kips/ft End reactions .................. ...... tLL DL > > 1.160 .880 kips kips TL > 2.040 kips Design loads ............................ Total load moment (M) > 10.200 ft -kips Total load shear (V) > 2.040 kips ------=-------------------LUMBER DESIGN VALUES-------------------------- Base values Species Grade Fb Ft Fv Fcl Fc1J E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > .976 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to FciL Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 « Adjustment for lateral support > 1.000 Adjusted values Species Grade FbLAc Fv Fc1- FcJJ E DFGL 24F -V4 234165 650 1650 1800000 ---------------------------A -- ---------------------------- Member width >ches Member depth >ches Required mm S (in"3) > .52.280 117.188 <ok> A(in"2) > 16.227 46.875 <ok> I (in -4) > 878.906 ------------------------------DEFLECTIONS------------------------------- Total load deflection > Live load deflection > .464 .200 inches inches L/ 517 <OK> L/ 1199 <OK> Dead load deflection > .264 inches Minimum camber (glu-lams) > .396 inches <1.5*DL deflection> Standard 20001R camber > .300 inches --------------------------CHECK MIN. BRG. AREA --------------------------- minimum area > 3.138 in"2 Minimum length > 1.004 inches Assuming full width bearing ."7,1 1 --SSBM_625 PM ---------------------------------------------------------4_- Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 8/ 5/04 ---------------------------------------- - Description » fb-10 = -------------- ' ------- 7 ------------------------- GENERAL -------------------------------- Span (L) > 16.500 feet Repetetive ? > N Reduce shear for bm depth > Y ' Laterally supported (Y/N) > lu. > Y .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .485 kips/ft 60 o TL Uniform live load > Uniform total load > .323 .808 kips/ft 40 o TL kips/ft End reactions ........................... DL > LL > 4.001 2.665' kips kips ' TL > 6.666 kips Design loads ........................... ' Total load moment (M) > Total load shear (V) > 27.497 6.666 ft -kips kips --------------------------LUMBER DESIGN VALUES -------------------------- ' Base values Species Grade Fb Ft Fv Fcl FcJJ E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf. > .987 Apply to Fb Size factor Cf Size factor Cf > 1.000 Apply to Ft > -1.000 Apply to FciL Repetitive member factor Cr > 1.000 Load duration factor Cd Adjustment for lateral support > 1.000 > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 FcJJ E DFGL 24F -V4 2369 1150 165 650 1650 1800000 ----------------------------=---BEAM DATA ------------------------------- Member width > 5.125 inches Member depth > 13.500 inches Required Actual Comment S (in"3) > 139.297 155.672 <ok> ' A (in"2) > 52.336 I (in"4) > 69.188 1050.785 <ok> ------------------------------DEFLECTIONS------------------------------- ' Total load deflection > Live load deflection > .712 .285 inches L/ 278 <OK> inches L/ 695 <OK> Dead load deflection > .428 inches Minimum camber (glu-lams) > .641 inches <1.5*DL deflection> Standard 20001R camber .204 inches. ' -------------------------- CHECK MIN. BRG. AREA -------------------------- minimum area > 10.255 in -2 Minimum length > 2.001 inches Assuming full width bearing 1 1 1 1 t_ 1 1 1 1 1 1 1 1 1 1 1 1 Z:5 b �j '� i�� � �'`� ��� ``cam � (Z)�l4jCj6� " aCl� 1 ' PT_FTG2----------3_27_PM ------------------------------------------------------- Minimum reinforcement as governed by: ' ---Minimum reinforcement -- 5 No. 4 bars e.w. 3 No. 5 bars e.w. ' 2 No. 6 bars e.w. 2 No. 7 bars e.w. Rev 9-30=93 Point footing 8/10/04 ------------------------------------------------------ ->>f-10B Description . -------------Load data ------------- --------------Soil data ------------- P > 17.502 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load o > 75.000 --------------Concrete------------- ----------Reinforcing steel --------- FIc > .2.500 ksi Fy > 40.000 ksi m > 18.824 1 �------------------------------900 Footing data ------------------------------ Footing size > 4.330 feet Footing thickness (t) > 12.000 inches. <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 2.812 kips ' Total P axial > 20.314 kips Total bearing pressure > 1.083 ksf <ok> Net bearing pressure > .933 ksf ' Factored bearing pressure > 1.517 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses -------- - --------------=---- ' Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 12.031 kips Vn=Vc=2(F'c)-.5*bw*d > 41.568 kips Vn > 37.411 kips Diagonal tension - factored loads - two way action <ok> ' Vu=(P net)*(effective area) > 27.767 kips' Vn=Vc=4(Flc)".5*bo*d > 51.200 kips 0 Vn > 46.080 kips ------------------•------- Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > 3.555 ft-kips/ft Required Rn=(Mu/o)bd"2 > 61.720 psi ' Required p (bending moment) > .0016 Required As (bending moment) > .150 in"2/ft = .651 in -2 ' Min. required p UBC 2610(f) Min. required As UBC 2610(f) > .0021 > 339o- increase applied in-2/ft = in -2 .200 .866 Minimum reinforcement as governed by: ' ---Minimum reinforcement -- 5 No. 4 bars e.w. 3 No. 5 bars e.w. ' 2 No. 6 bars e.w. 2 No. 7 bars e.w. IPT_FTG2 3:23 PM Minimum reinforcement as governed by: --- Minimum reinforcement -- 3 No. 4 bars e.w. 2 No. 5 bars e.w. 1 1 No. 6 bars e.w. 1 No. 7 bars e.w. Rev 9-30-93 Point footing 8/10/04 1-------------------------------------------------------- Description >>f -10A -------------Load data ------------- --------------Soil data ------------- 1 P > 11.076 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load % > 75.000 --------------Concrete------------- ----------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi m > 18.824 ' > .900 ---------------------- -----Footing data ------------------------------ Footing size > 3.500 feet Footing thickness (t) > 12.000 inches <ok> ' Distance to reinf. (d) > 8.000 inches Footing weight > 1.838 kips 1 Total P axial > 12.914 kips Total bearing pressure > 1.054 ksf <ok> Net bearing pressure > .904 ksf Factored bearing pressure > 1.469 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 7.285 kips Vn=Vc=2(F'c)".5*bw*d > 33.600 kips ' 0 Vn > 30.240 kips Diagonal tension - factored loads - two way action <ok> ' Vu=(P net).*(effective area) > 17.345 kips Vn=Vc=4(Flc)-.5*bo*d > 51:200 kips ' 0 Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > 2.250 ft-kips/ft ' Required Rn=(Mu/o)bd"2 > 39.059 psi Required p (bending moment) > .0010 Required As (bending moment) > .095 in"2/ft = .331 in -2 Min. required p UBC 2610(f) -.> .0013 33% increase applied ' Min. required As UBC 2610(f) > .126 in^2/ft = .440 in -2 Minimum reinforcement as governed by: --- Minimum reinforcement -- 3 No. 4 bars e.w. 2 No. 5 bars e.w. 1 1 No. 6 bars e.w. 1 No. 7 bars e.w. 1 1 1 1 1 t 1 1 1 i 1 E File >LATDATA3 Rev 8-8-95 Wind pressures on structures Description >> Exposure > B .0068 .0073 Importance factor > 1.00 .0087 .0094 Basic wind speed > 75.00 mph qs > 14.50 psf Roof pitch > 6.00 in 12 6 > 26.57 degrees * * * P R I M A R Y F R A M E S A N D S Y S T E M S C O M P O N E N T S .0194 Direction 1.20 .0108 Ht. c0l-151> <201> <251> Assembly description .0108 Ce .62 .67 .72 W A L L S Windward walls Leeward walls Total wall R 0.0 F Wind perpendicular to ridge Leeward or flat roof Windward roof Slope 2:12 to less than 9:12 Slope 2:12 to less than 9:12 Roof total Wind parallel to ridge and flat roofs �* * * E L E M E N T S A N D W A L L All structures Enclosed structures Open structures Parapets R 0 0 F Enclosed structures Slope less than 9:12 Open structures Slope less than 9:12 Cq .80 .0072 .0078 .0084 .50 .0045 .0049 .0052 .0117 .0126 .0136 .70 .0063 .0068 .0073 .90 .0081 .0087 .0094 .30 .0027 .0027 .0031 2.80 .0090 .0095 .0104_ .70 .0063 .0068 .00713 C O M P O N E N T S .0194 .0209 1.20 .0108 .0117 .0125 1.20 .0108 .0117 .0125 1.60 .0144 .0155 .0167 1.30 .0117 .0126 .0136 1.10 .0099 .0107 .0115 LOCAL AREAS •AT Wall corners Canopies or overhangs at eaves or rakes Roof ridges at ends .of buildings or eaves and roof edges at building corners Eaves or rakes without overhangs away from building corners and ridges away from ends of building 1.60 .0144 .0155 .0167 D I S C O N T I N U I T I E S 2.00 .0180 .0194 .0209 2.80 .0252 .0272 .0292 3.00 .0270 .0291 .0313 2.00 .0180 .0194 .0209 File >SHEARW 5:56 PM 10/14/02 ------------------------------------------------------------------------ REV. 6-17-99 Shearwall schedule ------------------------------------------------------------------------ Description >> Common nails ------------------------------------------------------------------------ >> (Box nails) Mark Description HF DF 1 3/8" cdx plywood with 8d nails .213 .260 at 611, 1211 o.c. (.173) (.211) 2 3/8" cdx plywood with 8d nails .312 .380 at 411, 12" o.c. (.253) (.308) 3 3/8" cdx plywood with 8d nails .402 .490 at 311, 1211.o.c. (.326) (.397) 4 1/211 cdx plywood with 10_d nails .254 .310 at 611, 1211 o.c. (.206) (.251) 5 1/2" cdx plywood with 10d nails .377 .460 at 411, 12" o.c. (.305) (.373) 6 1/2" cdx plywood with 10d nails .492 .600 at 311, 12" o.c. (.399) (.486) 7 1/2" gyp bd with 5d nails wind .082 .100 at 711 o.c. edge & field Unblocked seismic .041 .050 8 5/8" gyp bd with 6d nails wind .094 .115 at 711 o.c. edge & field Unblocked seismic .047 .058 9 7/8" cement plaster over expanded metal .148 .180 or woven wire lath with no. 16 gage staples, (7/8" leg) at 6" o.c. 10 3/8" plywood siding with 8d nails .131 .160 at 611, 12" o.c. it Simplex "Thermo -Ply structural (red) .144 .175 sheathing (0.115 inch thickness) with no. 16 gage staples (7/16" crown. 1-1/411 legs) j RAIU, i i 37 I I C 14.1 VQt "IA Ylt Ito I Po G � 1. I is Lr l I r ' { r�Z^4 C q -7., `i D , It _ '�) 2� - �, �'-, +(u �S. 5/2) 6,0104-) C �c 0 1 4-- -21,o(14- 0�0 A- 4,13 i Ld = �,s �-} rD104��-��`�,. 6-5)4 (ops/�.)(2,r��t�+(z)�►�,L)�C C �� �.0 �C C c � �Itb'Z� I 0?4) 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 of 5f92 l� �3��-C C � c fz (b ►�l3�) + 5 l(/ z �ts(7,-I- I,bt?)` C�2, 37-°I !` 47 /o ,o►3C� �,,)°��oILt- 4t0l�',` 7.7d3k O'cl Iz 02 9, Linn� �`L�Q�(Qi� `�—,C�tL2n�)Cc.`���, LO Cy) CL�r ��'�CLZ /�7Q)� CA 1 1 1 1 1, 1` 1 1 1 1 1 1 1 1 1 1 1 2 - 0 Iz aNc'v(')'C' �4=�.2.o32/i� l.v��2�x 12 A'3 _-- ..... ..... _ L , 3�J k r, 193Z/7- Z- -51-2 _(Z� �` i.4- &7 '-3, 7 s sT82o 0 CJ ���� - 2 33�� , 14 04� t -(j) (14 ,r�)� 2-1 Y- e- UTT-2 0 F:t> I I I i I I I I I 0 0-0 k Arr I? "ac- - AT - C-oo t C? I �i'�+C3�I�l�-✓ ��J�•c��7 12 6'.-7-7f(o —till 4't i r I Cep,-� 2 576 — ,rco Sill". tS bz tc- 'i; 44:7,-o fox i 0)11z "Lo ?19 i ell 1G2 44�Z '�� CY'� t� 43 Z2 I A L�LI 45'L I ' -tygn u 1 1 1 1 ACV— I-xi tz, I (.k� t � iO Gi � Its "7 0 lol cba) �J'A 4 19 "A -r -P �.� tm.S� �'� rely- �<�a�'/,,.�'►-�-`)�,Oi�.C�p,SE'%a� Sz r 30 Kc�. 00 ft.fc.(e T✓iv,c�� a,/,&[ load OSt wax" c he c,L �, f S q, o l 6. o I ,,,(11U) nl .0 W ].Ll' Nul to �,�o N � fV N N N 1 i 1 1 i 1 i 1 1 i i I -0 ( a we+ wt..,,.i:v.....:,,,,••a.�.;. M �,�, i g`� fY<,I�ij q4�oc�aKiFrq� a r rr4 �,�.. Job;04-028`:�� Description; �4 f P t.t, rw 3 General data; Wall construction; Concrete Configuration; Cantilevered51 Lateral load type; Soil pressure • Backfill slope; No slope 1 Allowable design stresses; Soil; Class of materials (CBC); F- User defined; Allowable bearing pressure; 1.500 ksf ksf passive; Allowable p 0.150 0.250��, ksflftdeptht0,120t ksf :25U►� Lateral sliding coefficient; Soil weight;:0 110 + k'j ' N„ kcf Increase allowed for seismic/wind; 1!;330a Applied? No Concrete; Masonry; Pc K2:500'? ksi Pm" J1500 ksi i r.'....:. ..l..e?..Y Fr 60 ksi FY 160 ksi FS 24.00 ksi ES ".1.1 q 00000:',�psi ES`F29000000q`; psi m 28.235 Em 1125000 '► 0;90Qi All {. n 25.78 s, t `' kcf Unit weight1rYO150 Unit weight �y;y0135 j kcf _. -0 Well data Cantilevered wall may use varying thickness segments Segment; (ft) (ft) Segment wa, Actual t (in) Actual d(in) Max. d(in) 1 0.000 to ?� 200' -110 0.150 L.000_D 3.000 � 3.750 2 2.000 to G> �``?x'4'00' '� 0.150 ' ^,>� a� [6.000 3.000 3.750 3 0.000 to'0' Y�;. „9 -,� ^Ou''h�t� 0.000 0 0.000 0.000 Segment; Wd2 M(ft-kips) 1 108.00 0.320 2 108.00 0.040 3 0.00 0.000 Input user defined wall thickness;00 ' } "" inches 4{tl Loading WpL Axial;r'; O,t]00:� yy kipslft WLL Axial fe¢ .i,v� 0 750it'r I kips/ft Equivalent fluid pressure (EFP); i� (h ) � �tf��c0;030�,;,�kcf Sloping backfill surcharge; 0.000. kcf Design EFP; 0.030 kcf Surcharge; Distance Surcharge P(kips) Description to wall(ft) height(ft) 0.000 feet Input surcharge height;ff.j 1? ! feel Summary of lateral loads acting on wall (Cantilevered wall); w laterad at lop of wall; 0.0000 klft W lateral at bottom of wall; 0.1200 klft w lateral at bottom of footing; 0.1500 k/ft Additional concentrated load at top of wall; RV L7- t' klft Load type; I wind n 0 I Concrete stem design I , . Load factor, 019NOZ14 ii F I 2 Segment I reinforcing: Factored design moment (M j; 0.544 ft -kips Max. allowable'd'; 3.750 inches d (in) A, Vertical reinforcing; R4 —b- �rs at inches old 013 in ft Horizontal reinforcing; #4 bars I -I at hl413 inches o/c 0.181 in'Ift Temperature and shrinkage reinforcing; Vert. A, min. 0.108 in/ft M, 1.67 ft -kips Horiz. A, min. 0.180 in'/ft Check if wall is oveffeinforced, Pb 0.018 0.75Pb 0.013 A,max. .0.481 in/ft Segment 2 reinforcing: Factored design moment (M j; 0.068 ft -kips Max. allowable'd'; 3.750 inches d (in) A, Vertical reinforcing: at H`!E "AT 01 in "NO -184 orches o/c INV, 0.131 in /ft Horizontal reinforcing; #4 bars at inches o/c 0.181 int/ft Temperature and shrinkage reinforcing, Vert. A, min. 0.108 in/ft M" 1.674 ft -kips Horiz. A, min. 0.180 in/ft Segment 3 reinforcing; Factored design moment (M j; 0.000 ft -kips Max. allowable'd'; 0.000 inches d (in) A, Vertical reinforcing: at inches old m -q.AQq%4..'tjij k 0.000 in'Ift Horizontal reinforcing; None at N �1'24,"N� inches o/c 0.000 in/ft Temperature and shrinkage reinforcing: Vert. A, min. 0.000 in/ft M" 0.00 ft -kips Horiz. A, min. 0.000 in'/ft Check cantilevered walls to resist lateral forces. when inadvertantl, supported attop; M max. 0.126 ft -kips Factored design moment (M.); 0.214 ft -kips M max occurs at; 2.24 feet Segment 2 Vertical reinforcing; A, 0.131 in' d inches ii F I 2 1� 1 11 1 r Footing design; ' Toe length; � Jtpf3:00: ;F'! inches Safety factor; 1.969 Heel length; 0.833 feet Soil pressure; 1.444 ksf ' Total footing length (L); inches Footing depth; inches Oveduming and soil pressure; Consider itg depth for gross OTM and sliding ? res Design overturning moment (OTM); 0.6.25 fl-kips/ft Ignore footing weight when calculating soil pressure? yes Check stability and soil pressure; w Arm DLRM WDL 0.000 kips 0.917 feet 0.000 ft -kips WLi 0.750 kips 0.917 feel 0.688 ft -kips Segment t 0.150 kips 0.917 feel 0.138 ft -kips Segment 2 0.150 kips 0.917 feel 0.138 fl -kips ' Segment 3 0.000 kips 0.917 feel 0.000 ft -kips Soil 0.367 kips 1.583 feel 0.581 ft -kips Keyway 0.050 kips. 1.500 feet 0.075 fl -kips ' Fooling 0.300 kips 1.000 feet 0.300 fl -kips Woi 1.017 kips MDL min. 1.231 ft -kips WDL+W« 1.767 kips MDL4Mu 1.918 ft -kips ' Check safety factor against overturning; MOL min./OTM ' 1.969 > 1.5 Oki ' Eccentricity (e); 0.268 U6; 0.333 feel (A/2-( M-OTM/ M feet U , 2.196 feet i3'U2-e) Resultant is within middle third of footing Allowed; Maximum soil pressure; 1.444 ksf 1.500 ksf (WII/A + 6'Wll'e/A"2 ) Minimum soil pressure; 0.023 ksf 1.500 ksf 1� 1 11 1 r Footing reinforcement; Heel design: Vertical reinforcing sp�a�cin �;7 18 inches o1c Heel length; 0.833 feel Reinforcing lx4 bars l — at i L'36:4 4'�r inches o/c d;°1t `800��4� inches Load factor A, 0.065 in`Ifl M„ 0.260 fl kips i?a�►li7`L;;3 ' 2.329 fl-kips i i Toe design: ' Toe length; 0.667 feel Reinforcing; #4 bars at 18 inches o1c d; ?'.' 8'000; inches A, 0.131 in`Itt Max. soil pressure 1.444 ksf At face of wall 1.005 ksf Load factor ' M. 0.490 ft-kipsr17Y,: 4.614 fl-kips ; Longitudinal looting reinforcement: A, required = Area .002 i A min. A, 0.576 in` ((i*`w 3�'t;°� /4 bars F.a..ai'��_t.1 L.�� A s 0.588 in` 1 f i 1 r f r a t � E , t i . t Lateral sliding; R..d.al 0.000 kips/11 Min. A, n 0.000 �.,4�.%iQ,4M�inches�olc�Nla ' Rbm of.d 0.375 kips/ft None _ at Calculate WDL' friction coefficient; Lateral sliding resistance; 0.254 kips/ft I ' For class 5 soils; r Lateral sliding resistance 0.000 0.000 kips/ft Limited to; 0.508 max (0.5'Wdl) Allowable lateral passive pressure 0.150 ksfl(t depth ' Consider footing for passive resistance? res Lateral passive pressure provided; 0.075 kips/ft (Footing only) Net resistance provided by footing only; 0.329 kips/ft (Fooling only) Concrete slab at base of wall ?No Slab Thickness; ;'r;`4;000'} inches rt .;�;...•;r�.F�r Width of slab;:12�000� feet Resistance provided by slab; 0.000 kips/ft ' Total resistance; 0.329 kips/11 Factor of safety; 0.878 No good! Shear key required! Shear key must provide additional; 0.233 kips lateral resistance Shear key provides; 0.239 kips lateral resistance ! ' Calculate equivalent depth of key based on overburden; I Bearing pressure (p) l soil weight; Equivalent depth of shear key; 4.621 feet (Maximum 151 Allowable passive pressure; 0.693 ksf (at bottom of fooling) Allowable passive pressure; 0.743 ksf (al bottom of key) Shear key depth; T: >;�4 OUInches Shear key Thickness; ^' inches Shear ,. i ';4y:� dilS�cj.. inches Load factor M. 0.069 it -kips Reinforcing in key; 14 bars at 36 inches o/c A, 0.065 in2fit 'M. 1.74 fl -kips i Wall framin Vertical reh Vertical #4 Horizontal Vertical do, Vertical #4 Transverse (3) conlinu Cantilevered concrete retaining wall; 4 ft. retained height { Notes: Allowable soil bearing capacity: 1.50 ksf { Maximum imposed axial load: 0.75 kips/ft Equivalent fluid pressure: 0.030 kcf Vehicle surcharge: 0.00 kips 10/21/2004 15:39 FAX 5308930532 c Job number » 04-095 Gary Hawkins Architect V DATE Structural Calculations for Sean Michaels Paradise'; C4. Lot 38 Retaining,Wall AjjVnW(. Art Gary Hawkins Architect 1370 Ridgewood Dr. Ste 10. Chico; Ca. '95973 (530) 892-2700 (-530) 893-053*2 Faze AR_ v CSA . 6 Usk REN. CAS 0 002 10/21/04 10/21/2004 15:39 FAX 5.309930532 MEE UJWW N m N 0-C3, N vagi ""tfi:j ltd, (tom Gary Hawkins Architect %k �� 1"v� X14 h•�3.. � - C.t/PMi (r'wJ10hrL t Gly �� .. T"k,r� ..... . � 1 Pi ivb ........ . Kxp l5 9 003 10/21/2004 15:39 FAX ,5308930532 Gary Hawkins Architect Q 004 Y Job; 1;a,Description; y1W!�N,j•I�• ByI�'�fJ(y�I;�I �1Ll�tidt.) lI;, �i'1 II1�,I•.. .Ii1+1 '(f�nanll-IlI jjllia;:t;.l+ %1y�7{1:: r111its itn.�II)y�.i.I) L)•I!��y?,,. �y.I� l,flit� lI ll, ,1•I (liIA, 1.�. J�Iu:���,extJ� will wt�i �:Ilriti�5.4i:1�•tl�i`I•:.,,6r a... •.� w.,ad:�.c•I9:1:;. General data; Wall construction; Configuration; Cantilevered Lateral load type: Backfill slope; No slope 1 Allowable design stresses; Soil; Class of materials (CBC); 14 • - Userdef ned; Allowable bearing pressure; 1,500 ksf I Ir1Y" ( ii :;Ili kst Allowable passive; 0.150 kstlft depth Lateral sliding coefficient , 0.250 � PI '� I• I I• Soil weight; kcf Increase allowed for seismicWnd-, I ,1 f� Applied? No I - Concrete; Masonry; Pc pp� Iff4i�'.. :.. �.�Iksl f'm Fr so • ksi FY 160 o ksl FSI 24,00 ksi E6 ! m 28.235 E�, 1125000 `� riffujl. Unit.weightalu�; �j(�l'� Ikcf.. - n 25.7 Unifweigh�i�J±�l��l{l�lC!� kcL_ 1 1 I 10/21/2004 15:39 FAX 5308930532 Gary Hawkins Architect 0 005 , .y, Wall data Cantilevered wall may use varying thickness se ments Segment; (ft) (ft) Segment wd, Actual t (In) Actual d(in) Max. d(in) 1 0.000 to i,i n� ,�'�y)��: Nq . 0.2W- 4.000 5.668 2 2.000 to '�jY�i ti�+�I;hi I i'I� 0.400 e.000...__ 4.000. I 0.000_ . , to_ �niN{,'`'' '�pj;.��, 0.000 0 .� 0.000 0.000 Segment; b'd2 M(ft-kips) 1 192.00 1.353- .3532 2 192.00 0.441 Input -user defined.wall.thickness; . ���� 1� inches Ovargde wall height -for- lateral sliding; r°j ' , i�"��'� feet - El Override? 10/21/2004 15:39 FAX 5308930532 Gary Hawkins Architect 0 oos 2 Loadin Wp4 Axial;ablkcf kipslft Wu Axial: Equivalent fluid pressure (EFP); Sloping backfill surcharge; 0.000 kcf Design EFP; 0.030 kcf Surcharge# Distance Surcharge Mips) Description to WON heloht(ftl Input surcharge heigN . Summary of lateral loads acting an wall (Cantilevered wall); w,,� at top-of-wak; 0.0152-- - klft wat bottom of wall; 0.1952 klft w,a��i at-boltom-offooting; - 0.2252-- . kM, Additional concentrated load at top of wall; klft Load type; wind _ Min. EFP for cantilevered walls designed for restraint; w lateral at top-ofw*,-(Restralned-walf} w lateral at bottom of wall; (Restrained wall); IPj1 ,. M'' ,. , f, kcf 0:028-- 0.358 k ft Uniform -lateral load;- iWWW. - - Seisrnielwind 10/21/2004 15:40 FAX 5308930532 Concrete stem design Gary Hawkins Architect Load factor, ! !II II�t fili S8�rrlent i reinfOr�ciA : Factored2:300--- '"ps, Max, allowable *d*; 5.688 Inches d (In) A, r;na Vertical reinforcing; rs bars_ " at! )Inches o/c ' pa 0, 207 in'At Horizontal reinfpming; I,?�s , at inches o/c 0.248.. in/ft Temperature and shrinkage reinforcing; Vert: k mirk 0:444 IWW - Mn 3:48- ft kips Horiz. A, min. 0.240 in'Ift s Check It wall Is overrehrforojd; 0.884 tt:klPs, Factored design moment (Mj; i.504 ft-klps P11 0.018 0.750p 0.013 Amex. 0.641 0.207 In' Segment 2 reinforcing i Factored design moment (M„ ): 0.750 ' ft -kips M, 3.484 Max. allowabte'd'; 5.688 Inches d (In) I A, Vertical reinforcing; 85 bars atM�l inehes O./c. ' , , _ � . 0.207 In Ift Horizontal reinforcing; _ es baa at Inches ole { 0.248 in'lft , Temperature and shrinkage reinforcing; - i Vert. A, min. 0.144 in' /ft M, 3.494- Uips- Horiz. A, min. 0.240 In'Ift Segment 3 reinforUtiq; Factored design moment (M,); 0.000 ft-k1ps '•, 1 Max. ailowabie'd'; 0.000 inches d (In) A, Vertical reinforcing; g at p rl`;I Inches o/c g (� iii,1. Ct9!$i, 0.000 in'd Horizontal reinforcing: none • at I I�i �>�dil�Inohes o!c .. E 0.000 In'Ift Temperature and shrinkage reinforcing; I Vert. A, min. 0.000 in'Itt M, 0.00 ft -kips Hartz. A, min. 0.000 In'/ft Check shear at base of well; V. 1.073 kips/ft OV, 4.080 kips* Check cantilevered walla to resist lateral forces when Inadvertently supported at tap; - M max. 0.884 tt:klPs, Factored design moment (Mj; i.504 ft-klps M max occurs at; 3.42 - feet. Segment 2 Vertical reinforcing; A, 0.207 In' d 4.00 inches M, 3.484 ft -kips Override reinforcing and'd' dimension; D overeae? . ;hid �pp�y,!� �1�r,!,�.,: . VeAIce1 eb oer9 • at hiiuflhfilibhlli:P Inches olc A, 0.528 ' In'iR� d !!g�� f ilryh inches i i a007 2 10/21/2004 15:40 FAX 5308930532 Footing design; Gary Hawkins Architect Toe length;'RIM, ,'j!; Inches Safety factor; 1.744 Had length; . • • 1.000 - Meet• Soil pressure; . • 1.462 - ksf Total fooling length (L); inches Allowable; ksf Footfng depth; ' M., Inches Overtuming and soltpressure . . . . . . . . . Consider ftg depth for gross OTM and silding 7 yes Design overturning moment (OTM); 2.066 . ft-klps/ft., Ignore footing weight when calculating soil pressure? 1yes _ • i Check stability and soil pressgre; Check safety factor against overturning; Moi mInJOTM 1.744 > 1.5 Oki Ecoanirldly (e); . . . . . 0.384 . . .feet . . . . [A/2.(-M-OTM/ W� M 0.500 feet L'; 3.347 feet 13-U241 Resultant is within middle third of footing Allowed; Maximum soil pressure; 1:462 ksf 1.500 kef ' ' I WtIIA +6'Wtre1A7 j Minimum soil pressure; 0.061 ksf 1.500 ksf II G 0 008 W w Arm DLRM WOL 0.000 kips 1.667 feet 0.000 ft -kips W« 0.900 kips 1.667 feel 1.500 fl -kips Segment 1 0.200 kips 1.667 feet 0.333 ft -kips Segment 2 ' . 0.400- kips 1.667 ' feet 0.667 - IT -Kips Segment 3 0.000 kips 1.667 feet 0.000 ft -kips Sol 0.660 .kips . . . 2:500 feet 1.650 • Mips - Keyway 0.125 kips 2.500 feet 0.313 ft -kips Footing 0:450 . kips 1.500 - feet 0.675. Mips - - � WOL 1.635 kips Mot min. 3.638 ft -kips WOL + Wu 2.735. . . . kips MoL+MLL.. .... 5.138 ft-kips`l Check safety factor against overturning; Moi mInJOTM 1.744 > 1.5 Oki Ecoanirldly (e); . . . . . 0.384 . . .feet . . . . [A/2.(-M-OTM/ W� M 0.500 feet L'; 3.347 feet 13-U241 Resultant is within middle third of footing Allowed; Maximum soil pressure; 1:462 ksf 1.500 kef ' ' I WtIIA +6'Wtre1A7 j Minimum soil pressure; 0.061 ksf 1.500 ksf II G 0 008 W 10/21/2004 15:40 FAX 5308930532 Gary Hawkins Architect � 009 Footing reinforcement; Heel design: Vertical reinforcing s acln ; 18 Inches o/c HeeFlenglh; 1.000 feet ..... Reinforcing ss �?� ._.Lmj at R . 101kra olc,\ . d; ,!;inches Load factor Ae 0.103 In`Ift 0,561•... h-klps II ;,,1,..,,P� T- pM. 3.663 ft -kips VuNoes 1:377 kips4t\ mVe 8.160 kipslft (Concrete strength only) oed • 7celenglh; . 1.333 feet• -Reinforcing;- #5.bar&. at - 18- Inches-oLc d: ii.t:., 4i. tlri '!.h; inches A, 0.207 in !h Max. �IFplassure 4.462- ksl At lace of wall; 0.860 ksl Load factor Me 1.916 ft -kips OR 7.214 Mips V. Tem 2.655 _ . kips#t oVe 8.160 klpa ff (Comets strength only) Lonolfudirw-lbotho relnf A. required = Area' .002 A, min. 0.864- In-- M1JIdllhi astba . ... Ai- 0,930- Ind 10/21/2004 15:40 FAX 5308930532 Gary Hawkins Architect 010 Lateral sliding; 0.000 klpslft 4MIn.A, 0.000 In Rewat.w 0,841 kipslft Na+e et 11;' �Ia" "�6wl;lnh�hes-o/c Nla-- CaICUlate Wot' friction coefficient; Lateral 9IIding resistance; 0.459 ' ' ' klpA---, For cuss 5 soils; Lateral Ming resistance0-.000 0.000 ' klpsm- ' Unittedto; . 0:818- max (0:5'Wdl),., Allowable lateral passive pressure 0.150 ksflft depth Conslder fooiing for pasalve.reslstance2 - vas.- , Lateral passive pressure provided; 0.075 kips/ft [Fooling only) i ! Net resistance -provided by fooUng only; 0:534- ktpsdt - (Fooling.nalyj Concrete slab at base of wall ? - No � 1 Slab thickness;...... If inches .. . I Width of slab, I ;,� ,I feet ❑ ignore lateral sliding by Inspection Resistance provided by slab;. 0.000 klpsdt ; Total resistance; 0,534 kips/ft ! Fedor of safety; 0.635 No goodl Shear key required! ; Shear key must provide additional; 0.728 kips lateral resistance ' Shear key provides; 0.747 kips lateral resistance Calculate equivalent depth of key due to overburden; Bearing pressure (p)1 soil weight; ti Equivalent depth of shear key; 5.56-t feet- IMaximum 459. Allowable passive pressure; 0.834 ksf [at bottom of fooling) I Allowable passive. pressure: - - 0 959_ - ksf.. (al bottom. ff keyl Shear key depth; inches i Shear key thickness:_ Inches d ;Inches Load factor MU_ 0.542 ft -kips. - I i Reinforcing In key; 05 bars a a( 36 inches o/c A, 0.103 in`lh Mo. . 2.73 ft -kips 10/21/2004 15:40 FAX 5308930532 Wali framing - see Vertical reinforcing: Vertical #5 bars at 18 Inche Horizontal #5 bars at 15 inc 6 ft Retained height Vertical dowels; Vertical #5 bars at 18 Transverse #5 bars at 36 i i 12" 10" Gary Hawkins Architect 0 011 Well -drained granular backfill, typical 81n. thick concrete wall 4 in. 4 in. 16° 1�1. Min. lap= 2.00 feet Perforated drain to davliahl (3) continuous #5 bars 12" 36° Cantilevered concrete retaining wall; 6 tL retained height Notes: Allowable soil bearing capacity: 1.50 ksf Maximum Imposed axial load: 0.90 kipslft Equivalent fluid pressure: 0.030 kcf Vehicle surcharge: 2.00 kips Material data: Concrete f 2.500 ksi Steel Fy 60.00 ksi .� eItt ••�.Y/;..0 " it •� 4 Z .r r a 1 Eli" K' 1.. t ry` [•• Ah ♦ 10/21/2004 15:41 FAX 5308930532 Gary Hawkins Architect 4h012 r RAlan�!t+�;� 1 I S � W11.1110) ; r" A r1 1611, F � ,nNnn�,�m�lgv � mb"1n•n�44n0 r'IS�P+b'�IR .rob; � �mw :yy�� .11"ISN', �i ,�, .;� �;.�I1�� � ;.,r,�; tt �;,,, �I+I. b i ,!tiUT14 Y61L'C ... . V,Cd LA+LfP7i1 ._1r� y� !�L,Ci,. Ww7LIU.HIu1U.d..1i.I 1fyU.!�L'SUuj�JiLnLV3fll.ildu Gen®ral data; Wall construction; I_�i..._...-....I'j Configuration;I Cantilevered Lateral load type, ( Soil pressure Backfill slope; i No slope Allowable design stresses, Soil; Class of materials (CBC); 4 • User defined; Allowable bearing pressure; 1.500 ksf if)f Iksf Allowable passive; 0.150 ksf/fl depth tl ksf Lateral sliding coefflclent; 0.250 Soil weight MIM, kcfIncrease allowed for seismiclwlnd; Applied? No Concrete; Masonry; �p� aLrrcq, I �`iNF� f1 ��Ikl ` f'� ��.._-�is'i{ Ui ksi Pm ksi Fy Go ksi Fy 60 ksi ES psi E6 , -- psi m 28.235 Em 1125000 1 0p n 25.7.8.. . Unit weight I , kcf Unit weight all# =kcf F. 24.00 ksi 10/21/2064 15:41 FAX 5308930532 Gary Hawkins Architect Z013 Wall data Cantilevered wall may use varying thickness segments Segment; (ft) egment wa, Actual t (in) Actual d(in) Max. d(in) 1 0.000 to i 0.200 8.000 5.500 5.688 2 2.000 to I I i(;��i�t 0,600 a 4.000 5.688 3 0.000 to fi. �1 u ,4V�t'�it' 0.000 0.000 0.000 Segment; b•d2 M(ft-kips) 1 363.00 3.045 2 192.00 1.353 3 0.00 0.000 Input user defined wall thickness; Override wall height fnr lateral sliding; 0110,feet ❑ Override? 10/21/2004 15:41 FAX 5308930532 Gary Hawkins Architect IA 014 Loadin Woc Axial; I j �NhP ' kipslft WLL Axial; I!�fhklpslk Equivalent Auld pressure (EFP); kcf Sloping backfill surcharge; 0.000 kcf Design EFP; 0.030 kcf Sumharge; Distance Surcharge 'il!i,III iNH!1 Vehicle "BOWN in Input surcharge height; Summary of lateral toads acting on wall (Cantilevered wall); w at top of wall; w at bottom of wall; W at bottom of footing; Additional concentrated load at top of well; feet 0.0152 klft 0.2552 k!h 0288552 Wit �I;ili�ll4�!erfF3t{1 ff�7(�}r km Load type; weed n Min. EFP for cantilevered wells designed for restraint; 1 kcf w lateral at top of wall; (Restrained wall); 0.028 klft w lateral at bottom of wall; (Restrained wall); 0.468 kik Uniform lateral toad; SUAVAIM kat Seismic/wlnd 10/21/2004 15:41 FAX 5308930532 Gary Hawkins Architect I�j015 u Concrete stem design Load factor; Factored design moment (M,); 2.300 ft -kips Segment 1 reinforcing Factored design moment (M,); 5.175 ft -kips ` Max. allawable'd; 5.688 Inches d (In) A. Vertical reinforcing; as b"'�� at inches olc 0.233 inzlft Horizontal reinforcing; rs oars . at � �i t il�l inches o/c 0,248 int/ft Temperature and shrinkage reinforcing; Temperature and shrinkage reinforcing; Vert. A, min. 0.144 in'/ft M„ 5.47 ft -kips' Horiz. AS min. 0.240 ln'/ft Inzlft Check if wall is ovetreinfon;ed; Segment 3 reinforcing; Factored design moment (M j: 0,000 ft -kips Pb 0.018 0.75pb 0.013 Amax. 0.882 Inzift Segment 2 reinforcing,; Factored design moment (M,); 2.300 ft -kips Max. allowable Id'; 5.688 inches d (in) A. Vertical reinforcing; as Ears atinches Mtn o/c - .i�j;,i 0.233 in/ft Horizontal reinforcing; 15 EaR of Inches ok 0.248 in/ft Temperature and shrinkage reinforcing; Vert. A, min. 0.144 inzlft M. 3.899 ft -kips Horiz. A, min. 0.240 Inzlft Segment 3 reinforcing; Factored design moment (M j: 0,000 ft -kips Max. allowable'd; 0.000 inches d (in) A. Vertical reinforcing: No"e ` at P(fiY ,f)Inches O/c '';„� :. i�;l►,hl In,/ft Horizontal reinforcing; ` at "� I�� ��+li Inches olc 0.000 In'Ift Temperature and shrinkage reinforcing; Vert. A, min. 0.000 Inzlft M 0.00 ft -kips Horiz. A, min. 0,000 inzlft Check shear at bass of wall; V. 1.838 kipsift oV, 5.810 kips/ft Check cantilevered wells to resist lateral forces when Inadvartantly supported at top; M max. 2.024 ft -kips Factored design moment (Mj; 3.441 ft -kips M max occurs at; 4.56- feet Segment 2 Vertical reinforcing; A, 0.233 In' d 4.00 inches Mn 3.899 ft -kips Override reinforcing end 'd' dimenslon; ❑ Ovemde? Vertical a6 Eanc at . ,;� ”— �m� lllU (j 1 ;: Inches Ole A. 0.528 in=Ift d iffl. inches 10/21/2004 15:42 FAX 5308930532 Gary Hawkins Architect 0 016 Footing design; Toe length;-'Jj��jlli{; inches Safety factor, 1.793 Heel length; 1.333 feel Soil pressure; 1.458 ksf Total footing length (L); Inches Allowable; ksf Footing depth; „ Inches Overturning and soil pressure; Consider ftg depth for gross OTM and sliding ? Yes Design overturning moment (OTM); 4.259 ft-kipsift Ignore footing weight when calculating soil pressure? Yes Check stability and soil pressure; Check sefely factor egsinst overfuming, MOL min./OTM 1.793 Eccentricity (e); 0.504 1.16; 0.667 V; 4.487 Resultant Is within middle third of fooling Maximum soil pressure; Minimum soil pressure; > 1.5 Ok! feet (A/1-( M-OTMI W) feet feet (3'U2 -e) Allowed; 1.458 kaf 1.500 ksf 0.073 ksf 1.500 ksf ( W111A +6'Wtl•e/A112 I W Arm DLRM WOL 0.000 kips 2.333 feet 0.000 ft -kips WLL 0.900 kips 2.333 feet 2.100 ft -kips Segment 1 0.200 kips 2,333 feet 0.467 f .kips Segment 2 0.600 kips 1.333 feet 1.400 ft -kips Segment 3 0.000 klps 2.333 feet 0.000 h -kips Sal 1.173 kips 3.333 feet 3.911 ft -kips Keyway 0.166 kips 3.500 feet 0.656 ft•klps Footing 0.600 kips 2.000 feet 1.200 ft -kips Wa 2.761 kips Moo min. 7.634 ft-klps WoL+WLL 3.661 kips Ma+MSL 9.734 II -kips Check sefely factor egsinst overfuming, MOL min./OTM 1.793 Eccentricity (e); 0.504 1.16; 0.667 V; 4.487 Resultant Is within middle third of fooling Maximum soil pressure; Minimum soil pressure; > 1.5 Ok! feet (A/1-( M-OTMI W) feet feet (3'U2 -e) Allowed; 1.458 kaf 1.500 ksf 0.073 ksf 1.500 ksf ( W111A +6'Wtl•e/A112 I 10/21/2004 15:42 FAX 5308930532 Gary Hawkins Architect 0 017 Footing reinforcement; Heel design: Vertical reinforcing s acin ; 16 Inches olc Heel length; 1.333 feet Reinforcing ds oe� at �r'hifi {;i'I 1p1j Inches oft d;� Inches Load factor As 0.116 In`Ift M„ 1.330 ft-Mps p, 4.113 ft -kips VU M" 2.335 kips/ft 6.160 kips/ft (Concrete strength only) Toe design; Toe length; 2.000 feet Reinforcing; k5 bars at 16 Inches o/c d; $' I�wulgj �jpr�" P. .{ , . �,I;y„ Inches A. 0.233 in th Max. soil pressure; 1.458 ksf At face of wall; 0.808 ksf Load factor M,,. 4.219 ft-klps M1. 0Ma 8.084 ft-klps Vu Tae 3.851 klps/ft mV„ 8.160 klpaM (Concrete strength only) Longitudinal fooflno ainforcemenC Aa required = Area • .002 AB min. 1.152 ins I 05 bars I I As 1.240 In' t ` ���" _� '' �E ,. i 'its + 4TN . ,�lF � ����.�� rr ``��� A •)ip V _ �. t `r � _.eby �{ 4� F+ .� � �, }J�K� •� f ;f ,.ra � • T i�[k s ��} [ 6'� ' � � �;4� •*4 . �' � .:< 7 .�� , ,�' ' � � e''3;v � � , • ._ .: �.� ���,,,, � `�,+,,fir. .• .,�• .,,. .. •.� � ,; �� �� {��, .. ` , ��. ,+� �, , '��f,» a+ �.: _. � w �'�`` `3, ��".. '�� � ,� � f:.. �_ �� 'tom �;��� h��.^r �' � ' �� i � ._ ��x�",�_ �� �- ., a h ',�� � , Y��' t. &���� � t i L' }�t7. ` ' ' a l 7 �. ,� {' '�_�'.ti ��.�i� w �: � '?� i �' �.� �. y r .x.. ��� `''� _. .._ _a.. _ �:.'..ia ..f .. 10/21/2004 15:42 FAX 5308930532 Gary Hawkins Architect IA 018 I Y Lateral sl(dlno: Rmoawee 0.000 klpslft MIn.A, 0.000 In Rbeeeerwo 1.351 klpsft Nona at Inches o/c Nla Calculate WOL • friction coefficient; Lateral sliding resistance; 0.690 klpstft For class 5 soft; Lateral sliding resistance 0.000 0.000 klpsM Umlted to; 1.360 max (0.5'Wdl) Allowable lateral passive pressure 0.150 ksflft depth Con9lder fooling for passive resistance? rex Lateral passive pressure provided; 0.075 kfpsf6 (Footing only) Net reslstam* provided by footing only; 0.765 klpalK (Footing only) Concrete slab at base of wall ? No Slab thickness: Inches Width of slab; ,feet ❑ Ignore lateral slldlny by Inspmon Resistance provided by slab; 0.000 klpsift Total resistance; 0.765 kip3t t Factor of safety; 0.566 No goodl Shear key required! Shear key must provide additional; 1.262 kips lateral resistance Shear key provides; 1.294 • kips lateral resistance Calculate equivalent depth of key due to overburven, Bearing pressure (p) I soli weight; Equivalent depth of shear key; 6.275 feel (Maximum 15'1 Allowable passive pressure; 0.941 ksf (at bottom of footing) Allowable passive pressure; 1.128 ksf (at bottom of key) Shear key depth; inches Shear key thickness; in Inches d Inches load factor M, 1.416 ft-keps OEM Reinforcing in key; #5 bars at 32 inches o/c A, 0.116 in/ft Mn 3.07 ft -kips 10/21/2004 15:42 FAX 5308930532 Gary Hawkins Architect 0 019 C Wall framing - see p r Vertical reinforcing: Vertical #5 bars at 16 inche Horizontal #5 bars at 15 inc 8 (t Retained height Vertical dowels; Vertical 05 bars at 16 Inch( 24° Transverse #5 bars at 32 (4) continuous #5 barsi - —� 48" 4 in. Cantilevered concrete retaining,wall; 8 ft. retained height Notes: allowable soil bearing capacity: 1.50 ksf Maximum imposed axial load: 0.90 kipA Equivalent fluid pressure: 0.030 kcf Vehicle surcharge, 2.00 kips Material data: Concrete fc 2.500 ksi Steel Fy 60.00 ksl i Well -drained granular backfill, typical thlck concrete wall i j 5.5 In. r i Min: lap = 2.00 feet Perforated drain to dayligh, I 10/21/2004 15:43 FAX 5308930532 Gary Hawkins Architect 4f1020 Job;UMI" Description;I � a l ;��nM1 1, X111 lilim General data; Wall construction; Concrete Configuration; cantilevered__D Lateral load type; �sai pressure Backfill slope; No store n Allowable design stresses; Soil; Class of materials (Cac); Allowable bearing pressure; Allowable passive; Lateral sliding coefficient; Soil weight; Increase allowed for selsmIetwind; Concrete; FC c 4ti�� i' ksI .L+9Hk� ,r�: FY 60 ksi Es IMNIgpsi m 28.23S 1.,1 �. Unit weight, kcf III 1.500 ksf 0.150 ksflft depth 0.250 kcf _ Applied? FW— Masonry; r,m ,r ksl FV 60 • ksi Em 1125000 n 25.76 Unit weight ; „ Ikcf FB Userdeflned; ksf lkli ksf 24.00 ksi 10/21/2004 15:43 FAX 5308930532 Gary Hawkins Architect IA 021 Wall data Cantilevered wall may use varying thickness segments' Segment: ft (ft) Segment wd, Actual t in Actual d(in) Max. d(in) 1 0.000 to 0.300 e.aoo 5.500 5.688 2 3.000 to 0.700 e.000 4.000 5.688 3 0.000 to 0.000 j o 0.000 0.000 Segment; b"d2 M(ft-kips) 1 363.00 5.758 2 192.00 2.086 3 0.00 0.000 t Input user defined wall thickness; ,inches Override wall height for lateral sliding: "'}°,'�� feet g 9 ��r��;�jiy;61, ❑ Override? f 10/21/2004 15:43 FAX 5308930532 Gary Hawkins Architect 4f1022 Loadin WDL Axial;, 1 kips/ft WLr Axial;r klpslft Equivalent fluid pressure (EFP); +;,t , l i (kcf Sloping baWlsurcharge; 0.000 kcf Design EFP; 0.030 kcf Surcharge; Distance Surcharge f"j�'jIM Vehicle Input surcharge height; Summary of lateral loads acting on wall (Cantilevered wall); w tae�t at top of wall; w at bottom of wall; W at bottom of footing; Additional concentrated load at top of wall; Min. EFP for cantilevered walls designed for restraint; w lateral at top of wall; (Restrained wall); w lateral at bottom of wail; (Restrained wall); Uniform lateral load; feet 0.0152 Wilt 0.3152 k/ft 0.3452 k/ft I kilt Load type; ( wind (� !il(!PMi jj1kcf 0.028 k/ft 0.578 k/ft ,7,ksf Selsmlclwind 10/21/2004 15:43 FAX 5308930532 Gary Hawkins Architect IA 023 Concrete stem design Load factor; l'ow"I Segment 1 reinforcing: Factored design moment (M„ ); 9.788 ft -kips Max. alloweble'd'1 5,688 Inches d (In) A, Vertical reinforcing; F barsE atM.-inche6 inches ole _ fly 0.485 Intlft Horizontal reinforcing; x5 bars- • at o/c 0.248 in% Temperature and shrinkage reinforcing; Vert. A, min. 0.144 int/ft M, 10.36 ft -kips Horiz. A, min. 0.240 Int/ft Check if wall is overrelnrorced; p, 0.018 0.75pb 0.013 Amex. 0.882 Int/ft Seament 2 reinforcing: Factored design moment (M,); 3.547 ft -kips Max. allowable'd'; 5.688 inches I d (In) A, Vertical reinforcing; at inches o/c 0.465 inrlft Horizontal reinforcing; a5 Ders . at Inches o/c 0.248 Ing/ft Temperature and shrinkage reinforcing; Vert. A, min. 0.144 in/ft Mn 7.225 ft -kips Horiz. A, min. 0.240 int/ft Segment 3 reinforcina: Factored design moment ft; 0.000 ft -kips . Max. allowable'd'; 0.000 inches d (in) A, Vertical reinforcing;None at Inches o% 0.000 int/ft Horizontal reinforcing; None at Inches o% 0.000 in/ft Temperature and shrinkage reinforcing; Vert. A, min. 0.000 inrlft M. 0.00 it -kips Horiz. A, min. 0.000 Intlft Check shear at base of wall; V. 2.808 kipslft Vn 5.610 kipsift Check cantilevered wells to resist lateral forces when inadvertimiy supported at top; M Max. 3.868 ft -kips Factored design moment (M1„ ); 6.575 ft -kips M Max occurs at; 5.7 feet Segment 2 Vertical reinforcing; A, 0.465 Int d 4.00 inches M. 7.225 ft -kips Override relntorcing and'd' dimension; ❑ Ovenrdv Vertical a6 bersj . at,% (�I, !Inches o/c A, 0.528 Intflt d inches M f •I 10/21/2004 15:43 FAX 5308930532 Gary Hawkins Architect IA 024 4 I Footing design; Toe length; inches Safety factor; 1.947 Heel length; 1.833 feet Soli pressure; 1.458 ksf Total footing length (L); E4-- � �i� �!� Inches Allowable; ksf Footing depth;' in „� inches Overfurrdng and sol/ pressure; Consider fig depth for gross OTM and sliding 7 res ,_ Deslgn overturning moment (OTM); 7.572 ft•klps/fl Ignore footing weight when calculating soil pressure? res_ Check stability and soil pressure; ' w Arm DLRM WDL 0.000 kips 3.000 feel 0.000 ft -hips WLL 0.900 kips 3.600 feet 2.700 ft•klps Segment 1 01300 kips 3.000 feet 0.900 ft•klps Segment 2 0.700 kips 3.000 feet 2.100 ft -kips Segment 3 0.000 kips 3,000 feet 0,000 ft -kips Soil 2.017 kips 4.250 feet 8.571 ft -kips Keyway 0.250 kips 4.667 feet 1.167 ft -kips Footing 0.775 kips 2.583 feet 2.002 ft -kips wog 4.042 kips MOL min. 14.740 ft�klps WOL + Wu 4.942 kips MQL+Mu 17.440 ft -kips Check safety NMI` against overturn/ng; MOL min,/OTM 1.947 > 1.S Oki Eccentricity (e); 0.586 feet (A/2-( M-OTM/ W) U6; 0.861 feet L'; 5.991 feet (3•U2,e) ' Resultant Is Within MWdle third of footing Allowed; Maximum soil pressure; 1,458 ksf 1.500 ksf ( WIUA +6'Wtl'e/A^2 j Minimum soil pressure; 0.155 ksf 1.500 Of a � ..L 10/21/2004 15:44 FAX 5308930532 Gary Hawkins Architect 025 Footing reinforcement; Hoot design: Vertical reinforcing einforcin s acln • 8 Inches 01c Heel length; feet Reinforcing 0.15bars_ E ! ��� � inches DID d; u��l�gg1.8,�3��3y��� �Ii1Gti!tl!I!IFlHfiri Inches Load factor A, 0.116 in/ft M. 3.143 h -kips FAM OM, 4.113 11 -kips V. W" 3.096 klpelft OV, 6.160 klpsM (Concrete strength only) Toe design: i Toe length; 2.657 feet Reinforcing; #5 bars at 8 Inches olc d; IMMU.Inchas A, 0.465 In`Kt Max. soil pressure; 1.458 ksf At face of wall; 0.809 ksf Load factor — Mv 7.504 ft -kips 4M, 15.595 ft -kips V, Tee 5.138 kips/ft On 8.160 klpsrtt (Concrete strength only) Lonoltud/nal fooling reinforcement' A, required - Area' .002 A, min. 1.488 In` ; +rs A. 1.550 in' 10%21/2004 15:44 FAX 5308930532 Gary Hawkins Architect 12 026 Lateral sliding; RIM01- p 0.000 klpslft Min. A. 0.000 In Re4eeofW91 1.992 klpelft None at Incheso/c we Calculate Wog' friction coefficient; kips/ft 0.549 _ Lateral sliding resistance; 1.010 kipalft i For class 5 tolls; 2.912 ft.klps 32 Lateral adding resistance 0.000 0.000 klpsM Limited to; 2.021 max (0.5'Wdl) Allowable lateral passive pressure 0.150 ksf/ft depth Consider fooling for passive resistance? vee 1 lateral passive p pressure provided; N 1 0.075 kipslft (Fooling only] et res stance provided by tooling only; Concrete slab at base of wall 7 Slab thickness; ''l1N I Inches Width of stab; ;V,��;1 ' . � i feel Resistance provided by slab; Total resistance; Factor of safely: Shear key must provide additional; Shear key provides; Calculate equivalent depth of key due to overburden; Bearing pressure (p) / soil weight; Equivalent depth of shear key; Allowable passive pressure; Allowable passive pressure; Shear key depth; Shear key thickness; d M„ Reinforcing In key; a5 bars at M, 1.085 klpslft (Footing oniyj fNo I 1.317 ❑ ignore lateral 911ding'by Imp.Mon 0.000 klpslh 1.085 kips/ft 0.549 No goodl' Shear key required! ' 1.987 kips lateral resistance 1,986 kips lateral resistance 7.111 reef 1.067 ksf 1.317 ksf inches Inches inches 2.912 ft.klps 32 Inches olc 3.07 ft -kips (Maximum 15') y [at bottom of footing] (et bottom of key) Load factor I 0.116 III'M 10/21/2004 15:44 FAX 5306930532 Gary Hawkins Architect Z027 Wall framing - see Weil-dralned granular Vertical reinforcing:backfill, typical Vertical #5 bars at 8 Inches dic 8 In. thick concrete wall Horizontal #5 bars at 15 inch s o/ 10 ft 1[4 Retained height in. Vertical dowels; I ffim 5.5 in. Vertical #5 bars at 8 Inches d/c 32" Min. lap = 3.00 feet Transverse 05 bars at 32 ind ies o/ Perforated drain to da light NG i 12" 20" (5) continuous #5 bars 12" 62" Cantilevered concrete retaining wall; 10 % retained height Notes: Allowable soil bearing capacity: 1.50 ksf Maximum imposed axial load: 0.90 kips/ft Equivalent fluid pressure: 0.030 kcf Vehicle surcharge: 2.00 kips Materlal data: Concrete Fc 2.500 ksi Steel Fy 60.00 ksl NOTES RESIDENTIAL PERMIT NO. 041-620.046 _ 04.2103 2 CASH SIERkr\ VISTA,, Cont:OHfNFR r' NSF/GARAGE/DECK f i I SPECIAL CONDITIONS CHECKED BY SRA _ T FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. r SPECIAL INSPECTION ITEMS ` VERIFY . USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER Y OFFICE COPY !l AddressY5 � GAS taster By Date ELECTRIC Meter`Byate JOB FINALED (Date) Signature��7 ria J ='"OK 0 = Not OK . = NotReadyable 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/0 -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) 9. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Roof; Shthg-Roofing 6. Gas; Lgcation-Test-Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 12. 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK exceat #'s -,r Ftg., Main; Soils-Elec. Grnd. //[,/" Ftg. Depth tg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Stemwalls. Main: Steel -Bloc kouts-Wrar)Ded 6j/Hold Downs and Special Anchors 7 Slab, Steel -Wrapped iers-Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground ei 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation DateCard Date B 1 Date Card B-1 4 Card B , Date Card B-1 Date PLUM G (Permit) OK except #'s Fix t'e Transformer Clearance -Ins. Protection ater Htr; Vent -Access -Combustion Air Baffle Re eptacles Spacing -Lights & Switches at Doors 8` V2Ler Pipe; Test & Anchor -Nail P i es & No. of Conductors Stapled ; Test Fittings & An or -Nail Protb n Close to Edge of Studs & C.J. Show Pan; Test, First Floo - p. Ground made up w/Mech Fasteners -Bond Gas & Water 21. TqafTub & Shower, Second Floor -Tub Access 3 Gas Pipe; Sixe & Anchors 31. 23. Fire Sprinkler; Test 32. rvic iser Conductors & Ground Main Disconnect Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECT ALjPermit) OK except #'s Fix t'e Transformer Clearance -Ins. Protection Z.5 Re eptacles Spacing -Lights & Switches at Doors 2 . i es & No. of Conductors Stapled 27­"Rq81'eVFtstalled Close to Edge of Studs & C.J. p. Ground made up w/Mech Fasteners -Bond Gas & Water 2 2 Wpliance Circuits in Kitchen & Conductor Size GFI 3 ubfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/��- /ga Cu or AI -Oven Circ. / /ga Cu or All Insul d eutral O Yes O No 32. rvic iser Conductors & Ground Main Disconnect 317 E learances Panels-Motors-Mech. Equip. 3 I es Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECH CA (Permit) OK except #'s 3".C. cts Insulation & Support 37 a Fan, Exhaust above insulation . Condensate Drain & Overflow, Size & Grade 39. Fu ce-Vent Access -Comb. Ait-Return Air Vent 115 Outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B- Date Card B-1 Date FRA G (Permit) -OK except #'s . 44-OSill o Materials & Anchors 4 al tuds-Nailing Spacing & Braces -Plates -Sound 4 earino Walls over Girders & Floor Nailinq 44 raft Sto h Walls (rat proof) tre ps, Furred Ceilings -Stairs -Chasers -Tubs 4 aders & Beams -Size & Bearing Date 47 qj, <Iin of t-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 4 re ce Ties or Type A F;ue-Fireplace Throat Clearance 5 i cess; Size & Romex Prolection-Draft Stop -Ins. Baffles 51:!��Tdjxrlwindows or Exiting Doors -Sill Ht. & Dimensions ara e•Fire Protection Framing -RC Channel � 9perfy Line Firewall & Openings xt. .s -One 3' -Check Garage 3rd Story, 2 Exits 5 fairs: Width- Headroom- Rise -Ru n- Land ino-Fire Protection 56—Plgwood on Roof Overhang -Attic Vents -Rafter Outriggers i57. Si g -Nailing Veneer tucco p re d. Vents-Underflr. Access Ue�Gjazingg Area - Glass Protection -Skylights -Plastic • ; 'ele . Sh r Walls; ing-Bolts race In or/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -W . 9 s Date Card B-1 Date Card B-1 Date Car B-1 Date Card B-1 Date F (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 6Jr. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 6,i ---Bedroom Exiting 6 G.F.I. & Bath Fixtures & Tub Access -Spa 690ec. Trim & Subpanel, Breaker Sizes & Labels (74 StVs s & Rails 7 . replace or Stove, Clearance -Hearth Elec. Outlets at Wood Panel, Int. & Ext. 7Z' Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 7 lec. Outlets & Receptacles at Kit. Counter ?,&Garage Fire Door; Swing -Landing -Closure 76. ,,Pr.C. Duct in Garage -Damper Tr Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 76- Plb.; Elec. & Mech. Equip. Listed for Location 7a'--Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. sulation- Foam- Looked in Attic Guard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No i Stucco Brown -Finish 83'-A.C. Unit Disconnect, Electrical -Plumbing 88�-Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 8V -Exterior Elec. Trim, G.F.I. Receptacle -Underground 49!Ventilation Throughout House Glass Protection 91. Corrections from Previous Inspections I 99'Gas Test -Meters Tagged, Gas -Electric 93. a & Sewer Connected -C/O to Grade -HD Approval ergy Compliance Certificate -Other Certificates Address Posted 96. Fire Sprinkler Date 016 Card B-1/ Date Card B-1 Date r Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J Comments at Final: Loerke Insulation Co., Inc. rFn`su-1_06n��CertiF1ate =. Cas,. SiC-?_eA\f Sri Paean sE Number and Street City �.� S EQA?A Z�E•L_ SOL- County OI. County Subdivision Lot Number Description of Installation ROOF Material Brand Name Thickness (inches) Thermal Resistance (R Value) CEILING Batt or Blanket Type Fiberglass Batts Brand Name Johns Manville -. . Thickness (inches) Thermal Resistance (R Value) Z38 Loose Fill Type Fiberglass Brand Name Johns Manville Contractors minimum installed weightft • 61.5 Ib Minimum thickness 1S:­4S- inches . Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value) EXTERIOR WALL Material Fiberglass Batts Brand Name Johns Manville Thickness (inches) /-S-5 Thermal Resistance (R Value) ' RAISED FLOOR Material Fiberglass Batts Brand Name Johns Manville Thickness (inches) 6-S Thermal Resistance (R Value) '� ��► SLAB FLOOR Material Brand Name Thickness (inches) Thermal Resistance (R Value) Width (inches) FOUNDATION WALL Material Brand Name Thickness (inches) Thermal Resistance (R Value) Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new'residential buildings contained in Title 24 of the - California Administrative Code. General Contractor (Builder) License Number Signature and Title Date Loerke Insulation Company Inc. CL# 499150 Sub -Contractor (Insulation Installer) License Number �c..1b•�.c.� 3.2,05 Signature and Title Date OV -2,10j INTER -DEPARTMENTAL, MEMORANDUM TO: BUILDING DIVISION, 0 OVILLE FROM: M 14 EI 4 t 1 c � ENVIR. HEALTH, C - � HICO DATE: BUTTE COUNTY JUL 16 2004 DEVELOPMENT SERVICES RELEASE .GREALT-H-HOLD ON -BUILDING FINAL FOR: OWNER NAME: I �, t _,_ SEPTIC:_ WELL: ( 1 , AP#: ADDRESS/LOCATION: Comments: b q- 0? o f �} si o S% Zoo 3 Nsf GL/memos/releasehold t NOTES RESIDENTIAL '. PERMIT NO. , -0417-620=u4fi� i 1 MICHAELS, SEAN 4522 CASA SIERRA VISTA, PARADISE Cont: OWNER ADD TO MASTER 01-52 1 r� SPECIAL CONDITIONS ZSRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. — SPECIAL INSPECTION ITEMS VERIFY — USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature "Id 11 CHECKED BY 1- z F d=OK A 0 = Not OK . = NotReadyable Card B-1 Date Card B-1 MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements Gas; MH Test -Demand -Valve -Connector 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/O -Concrete Water; MH Test -Regulator -Connector 4. Water; Location -Test -Easement Needed (Sketch) 8. Gas and Electricity Tagged 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG Cert. of Occupancy 7. Well Clearance & Disconnect Card B-1 Date Card B-1 8. Utility Clearance Gas; MH Test -Demand -Valve Date POOLS (Plans) OK except #'s 5. Electricity; MH Test Setbacks -Easements Date 6. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Date 3. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Roof; Shthg-Roofing 1. Zoning Requirements -Setbacks -Easements 12. 2. Footings; Size -Spacing -Marriage Line 3. Blocking Card B-1 Date Card B-1 Date 4. Gas; MH Test -Demand -Valve Date POOLS (Plans) OK except #'s 5. Electricity; MH Test Setbacks -Easements 6. Water; MH Test 3. 7. Water and Sewer Connected 4. Elec.; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged Elec.; Pool Lighting; 15 Volts-GFI 9. Exits 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 10. License Decals Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 11. Verify #'s with Office 10. Plumb.; Cir. Test -Water Supply Test 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s _ 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 7-1 V3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel -Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 16a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation .16. Insulation �- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle �1 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date 72. Card B-1 Date Card B-1 Date 73. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 24. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 25. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 26. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 27. Romex Installed Close to Edge of Studs & C.J. Plb.; Elec. & Mech. Equip. Listed for Location 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water C 1 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 30. 31. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes ❑ No Guard Rails & Deck Construction -Post Caps 32. Service -Riser Conductors & Ground Main Disconnect Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 33. Equip. Clearances Panels-Motors-Mech. Equip. Clearance Looked under Floor O Yes 34. Clothes Closet Light -Shower Light -Spa Light Following Instld./Drive O Yes O No/Walks D Yes D No/Planters 0 Yes O No 35. Smoke Detector Stucco Brown -Finish 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 88. 36. A.C. Ducts Insulation & Support 89. 37. Vent Fan, Exhaust above insulation 90. 38. Condensate Drain & Overflow, Size & Grade 91. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 92. 40. Attic Access & Platform if Furnace in Attic Date Water & Sewer Connected -C/O to Grade -HD Approval Card B-1 Date Card B-1 Date Energy Compliance Certificate -Other Certificates Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Date 43. Bearing Walls over Girders & Floor Nailing Date 44. Draft Stop in Walls (rat proof) Comments at Final: 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing i ' 4 Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive O Yes O No/Walks D Yes D No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass. Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: CASA DEL REY SUBDIVISION Applicant: Sean Michaels Lot #: 38 Casa Sierra Vista AP#: 041-620-046 Conditions for Sewage Disposal Permit Dated July 14, 2004: 1. Install septic tank according to profile (attached); 2. Set concrete septic tank in a bed of pea gravel at least three inches (3") thick; 3. Install risers with water -tight seal (no water should enter tank); 4. Twenty-four (24) hour tank tightness test. Connect inlet and outlet sewer lines to septic tank w ith t ees a nd a poxy se al f or water t est. C ap 1 me e nds o r elevate temporarily to allow test. Install effluent filter. Fill septic tank with water 2" into riser, and let sit for at least a day before calling inspector to start test. Backfilling around tank is not recommended until tank passes (or leave at least top three feet (3') of tank exposed; 5. Install a clean out at the property line adjacent to the community system lateral. M SE//septic/casadelreycond Slope Ground Away From Riser Inlet Tee Liquid Level 2" t /24" Dia PVC Riser & Fiberglasss Lid Filter Cartridge Handle (field cut to desired height) Tank Adapter (cast or bolted) tffluent Discharge ------- No.- Modulating Discharge Orifices & Vent Vault Inlet Ports `L Biotube Effluent Filter Watertight (North Valley Ready Mix or Equal Orenco Model FT0444-36 PROFILE - 1500 GAL SEPTIC TANK @ EACH LOT N.TS C* i'i i -i i -i :• t' J JI Vertical spacing measured along the face of the slope vcries between ,0' and 20' J Fiber rolls _l .J J V Note: N E Install fiber roll along a level contour. s TYPICAL FISEP. ROLL INSTALLATION N.T.S. slope vories •` Fiber roll 8' min 3/4' x 3/4' wood stokes max 4' spacing ENTRENCHMENT DETAIL a\ N.T.S. .�. �-'lo - I IF FIBER ROLLS ARE REMOVED, COLLECT AND DISPOSE OF SEDIMENT ACCUMULATION. AND FILL AND COMPACT HOLES. TRENCHES. DEPRESSIONS OR ANY OTHER GROUND DISTURBANCE TO BLEND WITH ADJACENT GROUND. INSPECTION AND MAINTENANCE o INSPECT BMP'S PRIOR TO FORECAST RAIN, DAILY DURING EXTENDED RAM EVENTS, AFTER RAIN EVENTS. WEEKLY DURING THE RAINY SEASON, AND AT TWO-WEEK INTERVALS DURING THE NON -RAINY SEASON. • REPAIR OR REPLACE SPLIT, TORN. UNRAVELING. OR SLUMPING FIBER ROLLS. o IF THE FIBER ROIL IS USED AS A SEDIMENT CAPTURE DEVICE, OR AS AN EROSION CONTROL DEVICE TO MAINTAIN SHEET FLOWS, SEDIMENT THAT ACCUMULATES IN THE BMP MUST BE PERIODICALLY REMOVED IN ORDER TO MAINTAIN BMP EFFECTIVENESS. SEDIMENT SHOULD BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-HALF THE DESIGNATED SEDIMENT 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 OF DISPOSED AT AN APPROPRIATE LOCATION. o IF FIBER ROLLS ARE USED FOR ER05ION CONTROL, SUCH AS MINI CHECK DAM, SEDIMENT REMOVAL SHOULD NOT BE REQUIRED AS LONG AS THE SYSTEM CONINTUES TO CONTROL THE GRADE. SEDIMENT CONTROL BMPS WILL LIKELY BE REQUIRED IN CONJUNCTION WITH THIS TYPE OF APPLICATION - E.ECTRiCAL, MECHANICAL, AND PLUMBING GOINST'F#UCTICs ' ( NOT PLAN CHECKED ) .!-C�"v LY WITH CUFiP.ENT EDMON OF ice, UKIC AND UPC, &IJ f_K+ r 't"D 114.19' f1 GOt,,,1VVI v�--l'�l /ST t t I � 00(l I. �1 1 1 tl9'-o' I PROP05ED 4 B/R 2't0 1 REVIEWED BY LIFE SAFETY OFFICER BUTTE CO. FIRE DEPT. ❑ approved as submitted 9 approved with conditions per attached Peet Ajk� �Ajz:�,== e 7- -Signa ure 15576 RE51 DENCE `l � ELEVATION 'A' 3231 S.F. l_ 465.c 1 o. -t�Haehed' _11&, See€. �Iti - `e ior� 1 11 T –1 LOTt 38 024 ARES t \ `1 I cow 1500 6A - ; CON I SEPTIC TANK SYS' t t 8.50' • � �� D�21V7=aT I 04-vo3 -- —Pages t3U TT E COLIN I , -IoLDING DEPARTN PPR0V' �JITE PLAN A'P� ��� y�_6Zo y 5G. I " = 20' A r�&z Fa r E� ld;l fel(m( t /L a. 6o i -s'1 :_f����•f.<¢�`t��F 10' 20' 40' 40' 80' 100, yi+ e f meascc�v� Dante II -15-02 Gary Ha 17d ll` ns �EL5 Dlrlwn: E3H e ,v�CHMECT 4.-IFORNIA LOT 38 � �O)'2700 Job n0.: 02-051 1970 Eb00z%1oW DR. 8M10 F G?100. G 95973 =� PLANNING DIVISION - BUILDING. PLAN APPROVAL O .. N SE g� Install a fiber rr,:l neri.lse' Data: . slope where it tronsi `Pdkng:-Landsmping: ' into a steeper slope Other. Signature: . IF FIBER ROLLS ARE REMOVED, COLLECT AND DISPOSE OF SEDIMENT ACCUMULATION. AND FILL AND COMPACT HOLES. TRENCHES. DEPRESSIONS OR ANY OTHER GROUND DISTURBANCE TO BLEND WITH ADJACENT GROUND. INSPECTION AND MAINTENANCE o INSPECT BMP'S PRIOR TO FORECAST RAIN, DAILY DURING EXTENDED RAM EVENTS, AFTER RAIN EVENTS. WEEKLY DURING THE RAINY SEASON, AND AT TWO-WEEK INTERVALS DURING THE NON -RAINY SEASON. • REPAIR OR REPLACE SPLIT, TORN. UNRAVELING. OR SLUMPING FIBER ROLLS. o IF THE FIBER ROIL IS USED AS A SEDIMENT CAPTURE DEVICE, OR AS AN EROSION CONTROL DEVICE TO MAINTAIN SHEET FLOWS, SEDIMENT THAT ACCUMULATES IN THE BMP MUST BE PERIODICALLY REMOVED IN ORDER TO MAINTAIN BMP EFFECTIVENESS. SEDIMENT SHOULD BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-HALF THE DESIGNATED SEDIMENT 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 OF DISPOSED AT AN APPROPRIATE LOCATION. o IF FIBER ROLLS ARE USED FOR ER05ION CONTROL, SUCH AS MINI CHECK DAM, SEDIMENT REMOVAL SHOULD NOT BE REQUIRED AS LONG AS THE SYSTEM CONINTUES TO CONTROL THE GRADE. SEDIMENT CONTROL BMPS WILL LIKELY BE REQUIRED IN CONJUNCTION WITH THIS TYPE OF APPLICATION - E.ECTRiCAL, MECHANICAL, AND PLUMBING GOINST'F#UCTICs ' ( NOT PLAN CHECKED ) .!-C�"v LY WITH CUFiP.ENT EDMON OF ice, UKIC AND UPC, &IJ f_K+ r 't"D 114.19' f1 GOt,,,1VVI v�--l'�l /ST t t I � 00(l I. �1 1 1 tl9'-o' I PROP05ED 4 B/R 2't0 1 REVIEWED BY LIFE SAFETY OFFICER BUTTE CO. FIRE DEPT. ❑ approved as submitted 9 approved with conditions per attached Peet Ajk� �Ajz:�,== e 7- -Signa ure 15576 RE51 DENCE `l � ELEVATION 'A' 3231 S.F. l_ 465.c 1 o. -t�Haehed' _11&, See€. �Iti - `e ior� 1 11 T –1 LOTt 38 024 ARES t \ `1 I cow 1500 6A - ; CON I SEPTIC TANK SYS' t t 8.50' • � �� D�21V7=aT I 04-vo3 -- —Pages t3U TT E COLIN I , -IoLDING DEPARTN PPR0V' �JITE PLAN A'P� ��� y�_6Zo y 5G. I " = 20' A r�&z Fa r E� ld;l fel(m( t /L a. 6o i -s'1 :_f����•f.<¢�`t��F 10' 20' 40' 40' 80' 100, yi+ e f meascc�v� Dante II -15-02 Gary Ha 17d ll` ns �EL5 Dlrlwn: E3H e ,v�CHMECT 4.-IFORNIA LOT 38 � �O)'2700 Job n0.: 02-051 1970 Eb00z%1oW DR. 8M10 F G?100. G 95973 Fiber roll Slope 8' min vat`' EE J t , o* 3 �4 X 3 4 Note: y " "' • Install fiber roll wood stokes J J J max 4 yl along a level Contour. ", ac. .•••'Ki t J P g �t J ENTRENCHMENT DETAIL ILI J I y - Fiber roils moo} N.T.S. i J a .1 �Gi Vc:-ticcl spacing measured along the yl face of the slope vcries between Install a fiber roil neer ,0' and 20' 1 I sloe where it transitions i y Into a sleeper slope TYPICAL FIBER ROLL INSTALLATION N.T.S. • IF FIBER ROLLS ARE REMOVED, COLLECT AND DISPOSE OF SEDIMENT ACCUMULATION, AND FILL AND COMPACT HOLES. TRENCHES. DEPRESSIONS OR ANY OTHER GROUND DISTURBANCE TO BLEND WITH ADJACENT GROUND. INSPECTION AND MAINTENANCE -'INSPECT BMP'S PRIOR TO FORECAST RAIN, DAILY DURING EXTENDED RAIN EVENTS, AFTER RAIN EVENTS, WEEKLY DURING THE RAINY SEASON, AND AT TWO-WEEK INTERVALS DURING THE NON -RAINY SEASON. • REPAIR OR REPLACE SPLIT, TORN. UNRAVELING. OR SLUMPING FIBER ROLLS. • IF THE FIBER ROLL IS USED AS A SEDIMENT CAPTURE DEVICE, OR AS AN EROSION CONTROL DEVICE TO MAINTAIN SHEET FLOWS, SEDIMENT THAT ACCUMULATES IN THE BMP MUST BE PERIODICALLY REMOVED IN ORDER TO MAINTAIN BMP EFFECTIVENESS. SEDIMENT SHOULD BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-HALF THE DESIGNATED SEDIMENT 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 OF DISPOSED AT AN APPROPRIATE LOCATION. • IF FIBER ROLLS ARE USED FOR EROSION CONTROL, SUCH AS MINI CHECK DAM, SEDIMENT REMOVAL SHOULD NOT BE REQUIRED AS LONG AS THE SYSTEM CONINTUES TO CONTROL THE GRADE. SEDIMENT CONTROL BMPS WILL LIKELY BE REQUIRED IN CONJUNCTION WITH THIS TYPE OF APPLICATION. I 1 rt V ti lfi! Gi`�S `13� ` 1 LOT, 38 1 1 1 0.24 ARES co 1500 6A1_ \ I N 15EPTIC TANK 5Y5 H I %-(2 5;-0 b.50' 0;1_0PROP05ED 4 B/R RE5IDENCE i ELEVATION 'A' '� , 20 .n t 3231 5.,. d REV. 4 A \ i � -I'..b' D.E. T' — • _ _4 SITE PLAN CPN aqj- azo- o � 50.1"=20' 0'. 101. 20' 40' 10' 80' 100' NEW R :510err: FOR: bate: II -IS -o2 Gary Hawkins SEAN MI CHAEL5 DrOw,: BHH 8UTM COUNTY, CALIFORNIA LOT 38 -O0)89Z�2700 Jobno.:02-081 t970tboarmoo+� 10 F . CH=. G 96973 Fiber roll 8" min 3/4' x 3/4" Note: wood stakes Install fiber roll max 4' along a level contour, spacing y ENTRENCHMENT OETAIL N.T.S. Vertical spacing measured along. the face of the slope vcries between V ! Instotl a fiber roil near 0' and 20' slope where it tronsitions t _„ into (3 sleeper slope TYPICAL FIBER, ROLL INSTALLATION N.T.S. IF FIBER ROLLS ARE REMOVED, COLLECT AND DISPOSE OF SEDIMENT ACCUMULATION, AND FILL AND COMPACT HOLES, TRENCHES. DEPRESSIONS OR ANY OTHER GROUND 015TURBANCE TO BLEND WITH ADJACENT GROUND. INSPECTION AND MAINTENANCE o INSPECT BMP'S PRIOR TO FORECAST RAIN, DAILY DURING EXTENDED RAIN EVENTS, AFTER RAIN EVENTS, WEEKLY DURING THE RAINY SEASON, AND AT -TWO-WEEK INTERVALS DURING THE NON -RAINY SEASON. e REPAIR OR REPLACE SPLIT, TORN, UNRAVELING. OR SLUMPING FIBER ROLLS. o IF THE FIBER ROLL 15 USED AS A SEDIMENT CAPTURE DEVICE, OR AS AN EROSION CONTROL DEVICE TO MAINTAIN SHEET FLOWS, SEDIMENT THAT ACCUMULATES IN THE BMP MUST BE PERIODICALLY REMOVED IN ORDER TO MAINTAIN BMP EFFECTIVENESS. SEDIMENT SHOULD BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE=HALF THE DESIGNATED SEDIMENT 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 OF DISP05ED AT AN APPROPRIATE LOCATION. o IF FIBER ROLLS ARE USED FOR EROSION CONTROL, SUCH AS MINI CHECK DAM, SEDIMENT REMOVAL SHOULD NOT BE REQUIRED AS LONG AS THE SYSTEM CONINTUES TO CONTROL THE GRADE. SEDIMENT CONTROL BMPS WILL LIKELY BE REQUIRED IN CONJUNCTION WITH THIS TYPE OF APPLICATION. A-, .. If-- -,r -t-n ID -,,vironmental Health ; I 2004 uii c [UU4 ignature Chico, Califomia Chico, Califomia SITE PLAN 56. 1 " = 20' ti}..`F•`.t��`F��f��F.•Y�`FW I F.��� of.10' 20' 40' NEW RESIDENCE FOR: SEAN MICHAEL5 BUTTE COUNTY, CALIFORNIA LOT 3& YA P&) #iz n U/ IV t0' 80' 100, aoonn Date: II -15-02 Gary r iawipdns ARCHITECT �'�: E3H Dao) 892-2700 Job no.: O2 -081 1370 Rcalew000 Mt. SM 10 F Ct000. G 9a9" ., •. I Fiber roll 13' m in slope vorie.►. K EE , E 3/4 • ��0+ J i'/i /i /, .Ill,'/' / �� (� / yob J ' x 3/4' � .�• n Nate: woo — ` —'�—'' LOT, ' Install liber roll d stakes 3e) X , , �, 'i'i'i'i'i' III y max 4 • , , ? �,,,,/,J(�i��/,/ 4; - along a level contour. spacing ? •1 0.24 A ENTRENCHMENT DETAIL 1500 6ALCIO T k! y� CO N ' y Fiber torts o* N.T.S. I �� `1 I SEF'TIG TANK F'TIG �' 5Y5 M b50' is PROPOSED 4 B/R` vv-tieel specing RE5IDENGE measured along the tote of the slope ql '� s ': ELEVATION 'A" i W vcries between .iber ronear a t'I 323SF 0' and 20' slope where it transitions ' REV. '� S I J into a steeper slope t TYPICAL FIBER, ROLL INSTALLATION GU. , • IF FIBER ROLLS ARE REMOVED, COLLECT AND DISPOSE OF SEDIMENT ACCUMULATION, AND FILL AND COMPACT HOLES, TRENCHES. DEPRES51ONS OR ANY OTHER GROUND DISTURBANCE TO BLEND UTH ADJACENT GROUND. INSPECTION AND MAINTENANCE �. • INSPECT BMP'S PRIOR TO FORECAST RAIN, DAILY DURING EXTENDED RAN EVENTS, AFTER RAIN EVENTS, WEEKLY DURING THE RAINY SEASON, AND AT TWO-WEEK INTERVALS DURING THE NON -RAINY SEASON. • REPAIR OR REPLACE SPLIT, TORN. UNRAVELING. OR SLUMPING FIBER ROLLS. , • IF THE FIBER ROLL IS USED AS A SEDIMENT CAPTURE DEVICE, OR AS AN EROSION CONTROL DEVICE TO MAINTAIN SHEET FLOWS, SEDIMENT THAT ACCUMULATES IN THE BMP MUST BE PERIODICALLY REMOVED IN ORDER TO MAINTAIN BMP EFFECTIVENESS. SEDIMENT SHOULD BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-HALF THE DESIGNATED SEDIMENT STORAGE DEPTH, USUALLY ONE-HALF THE DISTANCE BETWEEN THE TOP OF THE FIBER ROLL AND TI~;t ADJACENT GROUND SURFACE. SEDIMENT REMOVED DURING MAINTENANCE -HAT BE INCORPORATED INTO EARTHWORK ON -THE SITE OF DISPOSED AT AN APPROPRIATE LOCATION. • IF FIBER ROLLS ARE USED FOR ER05ION CONTROL, SUCH AS MINI CHECK DAM, SEDIMENT REMOVAL SHOULD NOT BE REQUIRED AS LONG AS THE SYSTEM CONINTUES TO CONTROL THE GRADE. SEDIMENT CONTROL BMP5 WILL LIKELY BE REQUIRED IN CONJUNCTION WITH THIS TYPE OF APPLICATION. 2, ,I°� i E \ `nnr+r1jfr. Env Oa r x ftnature 51 TE PLAN �.... 20' - �I����1��( t I I I I I 1 I 01. 10' 20, 40, l0' 80' 100' MEW RE5I0ENGE FOR: Date: II -I5 -o2 Gary HawWns 5EAN MIGHAELS Drawn: BH ARcHITECT BUTTE COUNTY, CALIFORNIA LOT 38 Job no.: 04 — 015 1370aw MM0000 l]R, an.9 o asap) 89Z2700 C"M CA SUM 5- CL !C $J Q Ol 0 O C �CC ' L P I� O O izt th 0 C 'Q C C4 b ISC W Q O W U_ z� W N LO O O N U 0 N 0 Ir CD C N _C P Z V3 h O L 0 00,.101 Revisions: m� (� C m8 e �. O o� $2 C)V //nn � - o� �v G�StyD ARHA Cy/�� , s * No. "C 18693 REN IM3 O , v V I s' all IL V � � lu Cl 0 ks, k 1 LU O VJ LLI Lu � • ks) cn Date: 8-12-02 f �{ . *04, Drawn: LF/BH Job no.: 04-OQ5 o C E m 0 as igtJ N 0 0 CD m a E �I I P 8 0 U / m U CD c �C 6 . / LU tte v7 2 0 , m Z m N 0 L 0 Rwisionx 8OD� 0 C: 0 Q� 8a V 08 n� �gED ARCy�r HA�kiyF�'� * ' No. C 18693 REN 104%_ IL 0 V �.0 k v � MO LLI < V / lu tJ V V Date. a -1:2-02/q. f e c 4 - Drawn: LF/5H Job no.: 04-Oq5 Sheet: I R of: . Revisions: Al2-13-02 OD C: 3: a� -- U 0 om 8 n� SED ARCy� \►`� HA{yKi rFc� w� tis �k No. C 18693 REN ate: 8_12_02 -own: LF/BH b no.: 02-081 Sheet: of. --------- - ate: 8_12_02 -own: LF/BH b no.: 02-081 Sheet: of.