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056-070-056
056-070-056 04-1967 f o a MILLER, TONY 40 CAMP JOY RD, CHICO 'Cont: FLEETWOOD �J NEW MH ON PERM FND ' 3-30-65 c 4' e j t • 4 i >-- loop 1 .1 fr as � 10 �t �i . � � � �. AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 IIII��III)I(il'I�II"I�I�III)II�'I 2Q�04—caca65623 Recorded I REC FEE Official Records I CONFORM County ��++Of CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Kathyh 10:49AM 26 -Oct -2004 I Page 1 of I 7. 00 ' 1.00 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: / l 9 e6 t✓ / /lo, 1 TG' e- 9s 7Z h 9 17C F tai , r� 0,744 h 9 /� 0 7� ,�evu fjie9S�' u9�^fGr o� 7 -he 5-0 1 eS�9u4r�"�1 Of S�G��c�� 17-1�owN,Sii ;R 41 Nov-�.4 /19r,9� .e9S w 9Y �otr 0 9.vi9 n o; lt4 111 y 7 -ti S o L4 -IL/-)e r /y 0 "0 z° f o 7c /7 e No r�y`h /1 o 7Cth e- a9r��r Qf h� 1104 -ML -O 9t.,,,4rTel"O-(7 J) ST/V ,Setif, ole Date PROPERTY OWNER bre ST r y _1 h:tL6,N State of California; �' ) County of ) On 0 Vbefore me, personally appeared a personally known to me o be the person(#whose name(ois/.subscribed to the within instrument and acknowledged to me that he/sheAbOdy executed the same in his/heWsheir authorized capacity(ies); and that by his/Wtb* signature(.4on the instrument, the person(4or the entity upon behalf of which the person(°) acted, executed the instrument. WITNESS my hand and official seal. Signature Seal: C.-LILLIAN SHANKS �j �% C� A Comm. # 1421632 �n A.P. # cJ / ®� � ✓ � (I� *MY NOTARYPUBUC•CALIFORNIAButte Couny Comm. Expires June 30, 2001 r° RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 2005-00 1 786 1 Recorded I REC FEE 10.00 Official Records I CONFORM 1.00 County Df I BUTTE I CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Laura 10:42AM 30—Mar-2005 I Page 1 of 2 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME- (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code LV_ Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. ANTHONY DEAN MILLER REAL PROPERTY OWNEWLESSOR 40 CAMP JOY ROAD MAILING ADDRESS CHICO BUTTE CA 95973 CITY COUNTY STATE ZIP SAME OROVILLE BUTTE CA INSTALLATION MAILING ADDRESS, IF DIFFERENT CITY i COUNTY STATE SAME 04-1967 A 530 CITY COUNTY STATE ZIP SAME /j UNIT OWNER (if also property owner, write "SAME") QATE SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY i COUNTY STATE ZIP 04-1967 A 530 538-7541 BUIL ' G PERMIT TELEPHONE��M^^BE 6A /j ,NATURE OF LOCAL A CY PFFICIAL QATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. FLEETWOOD HMS 2004 4453A MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMUNUMBER CAFL417A/B27376-WP12 45'4" X 268" PFS0848553/4 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNWLABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER AP# 056-070-056 HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. 03/23/04 15:26 FAX 530 877 3443 Q006 94-30149 5cc 6p1 order No. 50466 C-1551905 DM181T "A„ DESCRIPTION All shat certain :Cal property situate in the County of DutLe, state Of California, described as iollows: PARCEL NO. 1: The EaFt half o[ the East hr'f of the North half et the Southeast Quarter of tha Southwest quartor of Section 12, Township 24 North, Range 2 East, ft.O.B.S M. TOGeTlIER WITH a sight of way for read and utility purposes over the Southerly 60.0 feet of the North half of the Southeast quarter of the southwest quarter of said Section 12, lying Casterly of Camp Joy Forestry Rnad. PARCEL NO. 2 An easement for road ane, public utility purposes over a strip of land sixty 160'1 feet in width crossing a portion of the East half of the SouthwesL q',aeter of Section 12, Township 24 North, Lange 2 East, M.O.B.& A., the centerline of .,hich is described as follows: COMMENCING at the Northeast corner of the SOukh half of the Northeast quarter of the Southwest quarter of said Section 12; thence along the North line of the South half of the Northeast Quarter of the Southwest quarter North BB° 15' 40, :lest, 330.00 feat to the intersection of said North line and the centerline of the existing road called Gates Road, and Lhe true point -3f beCinning; thence along said Gatos Road the followinq eolrses: t11 South 24" 32' 00' pest, 506.00 feet: 121 SOUL' -i 30 44' 00" Hest, 460.00 Leet; 13; South 140 56' 000 East, 310.00 feet; M Sovth 30 53' 30" East, 295.00 feet; f51 South 260 14' 00." peat, 452.00 feet to the interzeetion of the CQptOrline of said Gattis Road w1lh the centerline of Vila. Read and the end of said easement. rxcF'P'rTNr: THEPEMOH that portion lying North of the South line of the North ha11 of the Southeast quarter of the South est quarter of section :2. Township 24 North. Range 2 East, N.D.K. 6 N- fLLMIMA aMOV SeM IfrlABltrlos G13VERKPWMI coos 3736L-7 t certafy „ndxr penalty of per3ury teat tae seat an the EDGamlit to vnrCh this feat Wee •a &;mc W reads as follnre WmQ Df Aatary _ .. - .,� taP.Dato Caam,sstoe $08�'ganulaermera 1h1 91aa i / f , Plan of exo�ution of Me Daclaratloa Date— I gtutalr 1 ro aaoa aryl P,Ki: 0;- Lem umrit�1 Description: Hutte,aa *Docu ant-Year.DOCID 1994.30149 ragre: 2 of 2 Order. 323 c =me t: RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 OQPY of Document Recorded '30 -Kar -2005 2005-0017861 Has not been compared xith original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. ANTHONY DEAN MILLER 7 COUNTY CENTER DRIVE REAL PROPERTY OWNEMESSOR OROVILLE BUTTE CA 40 CAMP JOY ROAD CITY COUNTY STATE ZIP MAILING ADDRESS 538-7541 TELEPHONE MBE J O CHICO BUTTE CA 95973 CITY COUNTY STATE ZIP SAME NONE INSTALLATION MAILING ADDRESS, IF DIFFERENT DEALER LICENSE NO. SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 04-1967 530 538-7541 TELEPHONE MBE J O &B,PERMITN J© � ATURE OF LOCAL A CY OFFICIAL t.N/ PATE NONE DEALER NAME (if not a dealer sale, write 'NONE") NONE DEALER LICENSE NO. FLEETWOOD HMS 2004 4453A MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEINUMBER CAFL417A/B27376-WP12 45'4" X 268" PFS0848553/4 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIAMBEL NUMBER(S) A0144A W _ �_ L�1.• SEE ATTACHED ASSESSORS PARCEL NUMBER AP# 056-070-056 i� - 03/23/04 15:26 FAX 530 877 3443 lei 94-30149 >�rn� x17)trFSlm �: . K7TE COL'X1Y TITLE CMAI-Y When Recorded Hail Doctnent 9�a-O�U14�►t Rec Foe S. CO and Tan Statw4nt To; I DOC 27.90 Anthony Dean Hiller Roeorded I Check 36.90 P. 0. box 7851 Official Records I tj� 95927 County of I $vote Candace J. Grubbs I Recorder I a:00ao 20 -Jul -99 I BCTC Flt i Escrow No. 504WC019 SPAC. A.P.N. 056-4 GRAFT aEso She undersigned grantors) declarc(s): Documentary Transfer Tax is 5 2 (J) CoWuted on full value of property cone , or ( ) Computed on full value less value of liens or en ambrances remaining at the tine of We (7D) Unincorporated area City of FOR VALUABLE CULSIDIT(ATION, receipt of rich i5 hereby acknodleftd. R09tlti' 5= LEY and M%'DA HEY, h=band mid vire hereby GRANTS) to ANUM BEAR MILLER, a single man the following descnbed real property in the City of State of Califo ria: County of Cutte IMAI M(PI MON V.7A0= HUM A.VD HADE A PART HDEDF AS DMI ?;t "A" Dated: J-Av 5-104 %tr�Ca� �B�r �� ROMA HEY Or - STATE OF VJ F1DR W1 UTAH WH= NAMEW IS/ARE SUBSCRIZED To Tim mm nNSZ4ilam A:ID hCKKQfi.F = Tip ME 71LAT IIG/SIM/M t7JiZJM 7)(9 SAID IN HIS/HER/DiUlt AVDIORIZJ' CAPACIVOES), AOD THAT 8Y IQS/0AMEIR SIGNAMW(S) 09 Ta IMSTAll1 W THE FMW.(S), OR THE F_Jr= L -VU 113=1 OF lQ1101 THE PMS'-VI3) XM, FLIED 111L I( ML ---MT. WITNESS W HAND AM OFFICIAL SEAL ,y 1GNNIUM !i,itl T.vc 5tatrront as directce amw Description: ButteFCA Do==ent-Xear-Do CIA 1994.30149 Page: 1 of 2 Order: 32-3 Comment: 1 1 1 0 005 Ir 13 STATE OF CACIFORNIA NUMBER: BUSINESS, TRANSPORTATION AND HO. SING AGENCY 3ARTMENT OF HOUSING 0p COMMUNITY DEVELOPMEW 8716373 DIVISION OF COOPS AND S%,NDARDS MANUFACTUREWHOUSINGIROGRAM MANUFACTURER C-tRT#ICATE OF ORIGIN. DISTRIBUTION: ORIGINAL (PINK) FORWARD TO T"E)NVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY I (WHITE) FORWARD TO VWDEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 958112-1828, WITHIN FIVE (5) DAYS OF RELEASE. COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. i. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. ViCD 483.0 - Side 1 - (7/9.7) THISisDUPLICATE MCO -ENTER ORIGINAL MCO NO. ❑ CHECK IF , L16WF CTURED HOME OR MULTI -UNIT MANUFACTURED HOUSING 2 NUMBER OF 0 SFD (SINGLE:FAMILY DWELLING) . 0 MUMH (MULTI -UNIT MANUFACTURED HOUSING TRANSPORTABLE SECTIONS COMMERCIAL.COACH: OCCUPANCY GRCIUP' FNU , S OF CALIFORNIA, INC. 'Avg MANUFAC;U RER LICENSE NUMBER; D 3 ZL4 8 ..MANY R§&WRESS: WOODLAND CA 95776 SUGGESTED RETAIL PRICE: (Street) (City) Y tate) (zip) MANUFACTURER TRADE NAME: MODEL NAME AND/OR NUMBER: DATE OF MANUFACTURE: 2004 NAVEMETWOM Qi F CALIF. DEALER NUMBER OR DATE OF TRANSFER: TRANSFERES JDE.%0MTION: DEFILER QR T N � V Vv.6. . . (Street) (City) (State) (zip) INVENTORY CREDITOR NAME: 7�qIr I ;Drh2lr MOO Z=F. :IN lftjVlVffi?Ta%HpW:SU ITE 300 HOUSTON TX 77008. (Street) (City) (State (zip) SECTION MANUFACTURER SERIAL NUMBER HCO INSIGNIA OR HUD LABEL NUMBER LENGTH (INCHES) WIDTH (INCHES) WEIGHT (POUNDS) (1-6) -CAFL417A27376-WP12 PPS0848553 544 160 19,460 2 CAFL417B27376-WP 12 PPS0848554 528 160 16,600 TRAbSpqRT .ftR ty&NSPORT, INC. TRANSPORTER ADDRESS: P.O. BOX 179 CA 95938 (City) (State) (zip) Street) DESTINATION FOR UNIT DESCRIBED ABOVE: (NAME) (Street) (City) (State) (zip) I certify under penatty01�67I Perjury under the laws of the State of California that the above facts are true and correct. YOLO CA 03/30/.2004 WOODLAND Executed on as (C* (County) (State) (Date) SIGNATURE OF AUTHORIZED AGENT: DISTRIBUTION: ORIGINAL (PINK) FORWARD TO T"E)NVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY I (WHITE) FORWARD TO VWDEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 958112-1828, WITHIN FIVE (5) DAYS OF RELEASE. COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. i. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. ViCD 483.0 - Side 1 - (7/9.7) NOTES RESIDENTIAL 3-60 5 PERMIT''056-070-056 056-070-056 04-1967 MILLER, TONY 40 CAMP JOY RD, CHICO Cont: FLEETWOOD NEW MH ON PERM FND T - HE HCD FORM 433A FOR THIS MH CANNOT BE },CORDED UNTIL ONE OF THE FOLLOWING HAS �'y �BEEN TIJRNED IN TO THE BUILDING DIVISION: (I LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW MH'S). �!Nl SPECTOR TO VERIFY SERIAL & LABEL #'S SPECIAL CONDITIONS CHECKED SRA BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING OFFICE COPY Address co ki*r&T GAS Meter By D ELECTRIC Date y f Meter By SemAlm 173'74 41'15 ..-,40B,FINALED (Date�q /A r""4 Signature INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: ENVIR. HEALTH, CHICO DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: WELL: AP#: C)56�-o'?D D ADDRESSILOCATION: Ali C Comments: GL/memos/releasehold BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP041967 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of pedury that I am licensed under provisions of Chapter 9 (commencing with Section 700 0) of Division 3 of Issued Date: 11/10/2004 APN: 056070-056-000 the Business and Professions Code, and my license is in full force and effect. //, —'7�( License Class C� License Nutmber� ! vS $ Site Address: 40 CAMP JOY RD COH : Date: l �O Contractor. �1e>v'l �/" v Map Index: Description: NEW MH ON PERM FND EX SITE(1210) OWNER43UILDER 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: MILLER, ANTHONY DEAN permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 40 CAMP JOY ROAD signed statement that he or she is licensed pursuant to the provisions of CHICO, CA the Contractor's State License Law (Chapter 9 commencing with Section 95973 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($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: FLEETWOOD HOMES 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, 2243 FEATHER RIVER BLVD. provided that such improvements are not intended or offered for OROVILLE, CA 95965 sale. If however, the building or improvements are sold within one 530-532-3301 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.). ❑ 1, 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: FLEETWOOD HOMES 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.). 2243 FEATHER RIVER BLVD. OROVILLE, CA 95965 ❑ 1 am Exempt under Article 3 of the Business and Professions Code 530-532-3301 Date: Owner: License #: 785185 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of peryury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Architect: Labor Code, for the performance of the work for which this permit 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 carder and policy nu ber are: Carrier: �`` S �\ S Total Square Ft: 1210 S. F. Valuation: $78,650.00 w �s 4 Policy #: _S Census Code: ❑ 1 certify that in the performance of the work for which this permit is issued. 1 shall not employ any persons any manner k: J� / / �/ 7 / al or a, become subject to the workers' compensation laws of California, l/{� and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. v � ✓� r h 7J Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one 3 hundred thousand dollars ($100,000), in addition to the cost of s compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTIOWLENDING AGENCY- -- 1 hereby affirm that there is a construction lending agency for the This per. -nit is -hereby issued under the applicable provisions of the -Butte Cnu ty_Codp ?nd/or Resolu n to dQ wo • dica ab for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) B Date: 1 Name: ^^CC 121017, EXPIRES ON: W Address: ate ❑ 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 8 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 the duly authorized agent of t owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of#y official form or docume o Butte Co nty. I hereby authorize representat' as of Butte County to enter upon the above mentioned property for inspection purpose Print Name: \ , v ` ' Signature: 11� D Date: 1 ❑ Owner ❑ Contractor ❑ Agent for Owner 0 Agent for Contractor J=OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L'ft. / P Nat. or/' P' L "ft./' P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERtAANENT END SYSTEM (ONLY) Z ning Requirements -Setbacks -Easements 2. otings; Size -Spacing -Marriage Line V.'Blopking MH Test -Demand -Valve I ity; MH Test er; MH Test t� R t 1 • ater and Sewer Connected 10. '.License Decals 11. Verify #'s with Office Date tt,Card B-112,Date Card B-1 Date Card B-1 Date Card B-1 Loek ij�A,D 5 �� -A J -L� 11 AZ737G MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s Card B-1 Date Card B-1 Date Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning -Requirements -Setbacks -Easements 2. Footings; Size -.Spading -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 Occupancv Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERtAANENT END SYSTEM (ONLY) Z ning Requirements -Setbacks -Easements 2. otings; Size -Spacing -Marriage Line V.'Blopking MH Test -Demand -Valve I ity; MH Test er; MH Test t� R t 1 • ater and Sewer Connected 10. '.License Decals 11. Verify #'s with Office Date tt,Card B-112,Date Card B-1 Date Card B-1 Date Card B-1 Loek ij�A,D 5 �� -A J -L� 11 AZ737G a W 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 a W 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 3. 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 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test-Anchors-Regulator-Seryice Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Infiltration -Walls -Windows Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access 69. 22. Gas Pipe; Sixe & Anchors 70. 23. Fire Sprinkler; Test 71. Fireplace or Stove, Clearance -Hearth Date Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes Cl No 32. Service -Riser Conductors & Ground Main Disconnect _ 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 87. Card B-1 Date Card B-1 Date 88. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 36. A.C. Ducts Insulation & Support Glass Protection 37. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 38. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Water & Sewer Connected -C/O to Grade -HD Approval 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-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 ❑ Yes _ 83. Following Instld./Drive 0 Yes U No/Walks O Yes 0 No/Planters D Yes 0 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: 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. BP041967 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: 11/10/2004 APN: 056-070-056-000 the Business and Code, and my license is in full force and /Professions License Class (� License Number: / v;5 $1 Site Address: 40 CAMP JOY RD COH : Date: , IOD Contractor:- ee�COD Map Index: Description: NEW MH ON PERM FND EX SITE(1210) OWNER -BUILDER 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: MILLER, ANTHONY DEAN permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 40 CAMP JOY ROAD signed statement that he or she is licensed pursuant to the provisions of CHICO, CA the Contractor's State License Law (Chapter 9 commencing with Section 95973 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($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: FLEETWOOD HOMES 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, 2243 FEATHER RIVER BLVD. provided that such improvements are not intended or offered for OROVILLE, CA 95965 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 530-532-3301 proving that he or she did not build or improve for the purpose of sale.). ❑ 1, 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: FLEETWOOD HOMES 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.). 2243 FEATHER RIVER BLVD. OROVILLE, CA 95965 ❑ I am Exempt under Article 3 of the Business and Professions Code 530-532-3301 Date: Owner: License #: 785185 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: 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 nuipber are: - �\ �\ S Carrier: Total Square Ft: 1210 S.F. Valuation: $78,650.00 ` - yQS �� Policy #: w 1 Census Code: ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any persons any manner so as / i „/ become subject to the workers' compensation laws of California,a, !�/ l�Ai��J (J(� and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. /" y, 7J Date: 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 permifis hereby issued under the appliczble provisions—of tFie Butte Cau ty Cc+dw anrvor Resolu n to Ell?wo dica ab for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) f Name: B ^^cc Date: •O : P IT EXPIRES ON: W Address: ate ❑ 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 the duly authorized agent of owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of y official form or docume o Butte Co nty. I hereby authorize representati es of Butte County to enter upon the above mentioned property for inspection purpose �iC�-1 u� c�io Print Name: f Signature: ( Date: ❑ Owner ❑ Contractor ❑ Agent for Owner 13 Agent for Contractor t _ - B`JT'TE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHIC 0: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION APPLICANT SIGNATURE X For office use only: OWNER Name SRA Yes I No Address City ,�4 5 ate Zip Phone e S = Fax E-mail City APPLICANT SIGNATURE X For office use only: CONTR CTOR Name SRA Yes I No r,ddress Tye Const. Lt>p a e Address p `( y City E -m State License Number State/ _ Zi Phone � Fax E-mail E-mail Lic. # 18o Clas APPLICANT SIGNATURE X For office use only: ARCHITECT/ENGINEER "-me SRA Yes I No r,ddress Tye Const. City a e Zip Phone Fax E -m State License Number APPLICANT SIGNATURE X For office use only: APPLICANT NAME Name SRA Yes I No P Tye Const. Address P Page tie V' City Date Approved: Stat Zi r4v 1- 4 zj Phone 3. Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning �f/f�rj' Flood Zone I Z I SRA Yes I No Occ. Tye Const. tbdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO.Oq4C762`1 BP BIN # LOCATION AP# (Q Property Address Cross Street t° C WORKER'S COMPENSATION Policy Number W C_ 15-2- 2s1 Carrier r'J z/k3)\5k If hiring anyone other than lic se contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address 1� Descr'ption or Scope of Work: — Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: * Amount: Bldg 5a -!'D SRA Receipt #: 4C)(,o73� Date: 71)6� Sheriff U SMIP Total K:\FORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Pape 1 of 2 REV 4-1n44 (DW4(&`7 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 -ASSESSORl�-1%1//'�� OWNER: � PARCEL NUMBER LJ� l/ Proposed Building Use: Y ' ` t t 6 9� VJ Counter Technician: 90'kk Date: ( d O T s required in order to apply for a permit. All boxes MU be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 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 faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation i duplicate. 7. Statement of Intent for Non -heated and A/C nbal Buildings. 8. Manufactured homes: (A) Data sheets a inst ins (B) Marriage line info, (C) Floor Plan, (D)-Re�down-er fnd plans, all in duplicate. fW (Q6 ih Zd c0 - G fa Cozy`►'• ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs In triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. 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 Or 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 ...................... ......... . 23. California Department of Forestry plan approval aid. Sent by: 7�� 24. Planning approval (A) Use: -<a_(B)Parking: (C) Parcel Check:_/ t� ❑O 25. Contact Land Development about _ Improvements, _ Drainage ..............I.......... 26. NPDES Form ........................................... / 'UH ❑ 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) ..................... �7 32. Letter of Signature authorization ...................................... :............................. 33. Recorded copy of Agricultural Acknowledgment Statement ................................. O 2 0 ❑ 34. Manufactured home utility clearance............................................................... ❑ -35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction ....�.......�............................................�....,.�........ 37. Grant Deed, . � e�Statement of Facts, C�etter-f Qwa _ ItCheck to H.C.D. $ (39 0 3 WOther: 3 939 . Other: r» _ When issued Telephone S 3 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: A 1. Index permit application fr e ab a items numbered: an Check Letter 2. Additional items required resi. &Mt Contractor, designer, owner, was advised of the above data by one, ❑ mail, ❑ counter, by Date: Cod% ntract designer, ownr as advised of the a vq data by phone, ❑ mail,. ❑ counte by Date: Plans reviewed by: C/ Date: •0 Plans approved by: Date : D Structural reviewed by: Dale: Structural approved by: Date: Note transfer by: Yellow: Building Division TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance s w E.H. USE ONLY Fiat Plan Atbchad Foos Plan Attatttad Sam to B.D. G� II l l /ej � w-ner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for 31Jdwelling. Er Id f al for: 47 C! al clearance O.K. for: NOTE: Environme al ealth Specialist Date 8/96 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 �j OWNER A.P. # � o "V ! y PROPROSED BUILDING USE DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES �t, (paid at School District Office) (form available after Plan Check) . SHERIFF FEES (paid at Building Division) . 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 CHECK FEE (paid at Building Division) ifTi`'(O 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 = $ 3q. rig. AME. �M 10. OTHER p' / l� 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 change4oQuring the plan cteraking 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) A School District A.P. Number Property Owner Property Location/A Subdivision BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One f6fin per iuIll:1109) 7() I r JAI Building Department No. ©County City LV/1 Residential Development No of Living Mobile Home Units installation Commercial/Industrial New Building Cfe-partment Representative Lot No. ....... . ... . .................................. S ............ ................ ........ Sq. Footage Addition/ *Supplemental to (Group R) Conversion Permit# ...................... . ............... _I(No.f.ourida.ti.on.insp.a.c.tion) ............ . .......... . .... ....... . . ....... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) = ' I - Addition Sq. Footage I (including Exterior Roofed Areas) Date District Identification No. Sphool District certifies that \fir `X_ 1. WQ�� (Applicant) P -'r J'/�L (Street Address) (Phone Number) (City) Aft. has complied with the requirements of Resolution No. representing square feet. OVA School District Representative Paid by Check # Remarks: IState) (Zip Code) q0 .041 by payment of $ JAB 2926 $ UFULL MMGATION (t Date 9? b Notice: You may protest the Imposition of the fees Identified above by subftlng a written protest to the District, In compliance with Govemment Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will'prohlbit you from dudW*Ing the Imposition of the fen In any court action. N. subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification F0M% 00 School District Is nofifisd by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CECIAL this project may be subject to additional school fen to fully adtililde. Its Impact on the school districils schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis 110/03)dm.m 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 July 29, 2004 r�- a Tony Miller Cohasset, CA 95973 Subject: Building Permit Number — 04-1967 Dear Mr. Miller, The Butte County Department of Development `Services, Planning Department, has reviewed the submitted Building Permit 04-1967, and require'the following information to continue the review process. Building Permit Issuance Requirements. • Erosion Control Plan (ECP): an'ECP is required on the subject parcel 056-070-056. Please return a complete erosion control plan to Butte County Development Services, Planning Department. Should you have any questions please feel free to call Chris Tolley, Assistant Planner, between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538- 7603. Sinc ely, o eph W. Baker Planning Manager �� w cc. Fleetwood 6 . .0 , L RECENE® Sgt a 3 2004 COUNTY Of F�PITE . LAND DEVE OPARSVT t~1a AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 26 -Oct -2004 2004-0065623• 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:Ala' / i ti >✓ e 9.5` h �¢�r pf' The - (.t weS7"�u9rfaf cif I -C61 Oo o w rn S 2 41 IVO&- If9Yi ° � 9 �.� � �y roUir/av,SeS -fc) rIV r h4duf1-7 �o� :9CN9rre p `0 V? y E9� Date PROPERTY OWNER®� rro� e s _y -1AP0 -7 W, s State of California County of On 1 /0:!:1 Y--01Z-befo-reme,- personally appeared ' •° �2�' ersonally known to me to be the person(#whose name*is/ma subscribed to the within instrument and acknowledged to me that he/s!e/tbOy executed the some in his/herAheir authorized capacity(iea), and that by his/hgt;/tbOr signature(�on the instrument, the person(gor the entity upon behalf of which the person(*) acted, executed the instrument. WITNESS my hand and official seal.) Signature(C��' Seal: C. LILLIAN SHANKS Comm. # 1421632 r� UJ ' NOTARY PUBLIC -CALIFORNIA IiU . Butte County My Comm. Expires June 30, 2007 ��� 5 Lti-Ic WoOc 1 Department. of Public Works C o u n t -y o f B u t t e J. Michael Crump, Director 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 II Construction Storm Water Permit' and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREI Project Description: �Cl/ Project Location and/or Parcel Number: 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 by law. Signed: �-- Title: 411��.-� Soy Cats �i4 c -210r Date: Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 ButteCounty Deportment of Development Services �T ON CHRISTOPHER, ot�o 0 0 7 County Center Drive 0 0 Oroville, CA ;95965 (530) 538.7601 Telephone �► .� ,(530) 538-7785 FacsimileJUIN ADMINISTRATION * BUILDING * GIS * PLANNING July 29, 2004 Tony Miller 40 Camp Joy Road Cohasset, CA 95973 Subject: Building Permit Number — 04-1967 Dear Mr. Miller, The Butte County Department of Development Services, Planning -Department, has reviewed.the submitted Building Permit 04-1967, and require the following information to continue the review process. Building Permit Issuance Requirements. Erosion Control.Plan (ECP): ,an ECP is required on the subject parcel 056-070-056. Please return a complete erosion control plan to Butte County Development Services, Planning Department. . Should" you have any questions please feel free to call Chris Tolley, Assistant Planner, -between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538- 7603. . Sinc ely, C)o eph W. Baker anning Manager cc. Fleetwood P ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 538-4356 Download Forms: www.buttecounty.net/publicworks/forms.htmI NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE JPermit Phone (530) 538-7157 Ext. 2016 Number / r D District APPLICATION I WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads td highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly rinted.) Applicant's Name: //� l� 1 a. Company Name: Address: Phone: 4. Assessor's Parcel Number. (O Location of Work to be Done Applicant's Signature 7. Date: CONTRACTOR'S INFORMATION Contractor's Name . Address �. Phone: 11. Fax: 2. Contractor's License Number. 13. Certificate of Insurance: Yes ❑ NO: ❑ d r'nntmr:tor% Signature: 14a. Date Signed: 5. Authorized Agent: TYPE OF WORK TO BE DONE 6. Please Check:Curb:❑ Gutter: ❑ Sidewalk: ❑ 17. if Driveway List Type: . 8. Other Work - Describe: 119. Plans Attached: lJ Yes 0 No PERMIT GRANTED I compliance with the above request, aad subject to all terms, conditions (including ose on page 2 of this permit form) and special conditions written below,, ermission is herebv granted. . . 1-01--�� .6, / Z./ "� s 4 .4 'Ifafd� �('� 0. l Jnderground Service Alert (USA.) must be notified two working days prior to any excavation. 800-227-2600 1. D All work shall conform to accompanying: Detail O Plans ❑' Special Conditions 0 .2. Date Issued 23. Expiration Date: 24. Surety: .5. Date Paid: 26. Amount Paid: 27. Paid By: ^ 8. Receipt No.: Aike Crump, Director of Public Works By: 29. Final Inspection Date: 30. Inspected By: O C ed - 0 mpleted — Not OK ;or County O Additional �mments Attached Useon1y: 1 31. Comments: If permits are faxed to any number besides (530) 53 they can be delayed up to one week. Paee I of 2 GENERAL CONDITIONS It is understood and agreed that the County has prior right b the use of its rights of way. It is further understood and agreed by the Permittee that the . of any work under this permit shall constitute an acceptance of all the provisions contained herein and failure on the Permittee's part to comply with any ion will be cause for revocation of fits permit Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. ermit is to be on job at all times while the work is bung done. All work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permitfee shall, imes, during the progress of the work, keep the County t'Gghway in as neat and dean a condition as is possible and upon completion -of the work granted shall leave the County Highway in a thoroughly neat, dean, and usable condition. The Permittee agrees by the acceptance of this permit to property maintain any encroachment placed by the Permittee on any pad of the County ay and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment until such time as the Permittee may wed of the responsibility of such encroachment by the County Department of Public Works. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require the installation ed herein shall, upon request of the County Department of Public Worts, be immediately moved by and at the sole expense of the Permittee. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the County right of way. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or cling therewith, shall be kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be dosed to travel by feral public without special permission, in writing, from the Board of Supervisors. The Permittee, by the acceptance of this permit, shall assume full responsib7ty for all frability for personal injury or damage to property which may arise time work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit In the event any )f such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them ch of them harmless for such claim. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the I Conditions, backfill shall be place and mechanically compacted in such a manner that the relative compaction throughout the entire fill within the County jht of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfiUng and/or paving. a. The relative compaction from the bottom of excavation to a plane five feel (6) below finish surface grades shall be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-C of the Materials and Research department•. State of California, Transportation Department, Division of Highways, or other approved test method. b. The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shag be no less than ninety-five percent (95%) as determined by the above testing method. Pernitfee shall bear all costs and responsibility for compaction tests. CL The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shag be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shag bear all casts and responsibility for compaction tests. Material for use as trench backfill in any existing or proposed roadway section shag be sand, shag be place in T lifts, and be compacted to a relative compaction of not less than 95%,. Material for use as backfill in roadside gutter excavations shag be the native material and be compacted to a relative compadion of not less than 90%. Any pavement cuffing shag be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shag be 30 inches, except drainage culverts. All installations, parallel with roadway, shag be placed as dose to the right -0f -way line as possible. No portion of the backfill(s) shag be compacted by ponding or jetting. All pavements. curbs, gutters. sidewalks. borrow ditches, pipes, headwalls, road signs, trees, shrubbery. and/or olhei permanent road facrties impaired by or as a result of construction operations at the construction sr 6(s), or at other ground(s) occupied by matariats and/or equipment, shag be restored immediately upon bac13iuing or the excavation to the original grades and cross sections, and to a condition as good as, or beffer than, existed prior to the construction. All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construction opxations, shag be replaced within ONE WEEK following the backfilling of excavation, weather peri itting, with compacted layers of surfacing materials at least as thick as the existing' and no less than two inches (2) of asphalt concrete over eight inches (Ir) of aggregate base, according to agent Cafdomia State Specifications. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starling work. The future safety and convenience of the traveling public shag be given every consideration in the location and type of construction. Pernitf. s shall b be placed, erected, and maintained all warning signals, lights, barricades, signs, and other devices or measures essential b safeguard travel by the i public over and at the site of work'authorized herein. If the construction work covered by this permit is to be done by a private contractor hired by the applicant, applicant shag notify contractor as to the conditions and requirements contained herein. Page 2 of 2' M PLAN REVISION Owner's Name: BP#: 04- Date: I Contact Person & Phone Number: AP#: 6S, - Received By: T'meeACT PURPOSE OF RE -SUBMITTAL OR "VISION ❑ Permit Application Data Sheet Item I k) Y- _n I � 611-n 0+Uro 4 Irl 2 PA , vi t 0-1 ❑ *Engineering R- 60 0 1 (0 bG��/J O *Plan Revision ( +b C a� 2Z O� MC ❑ *Requested by Building Inspector's Correction Notice – Ins ector's N Requested by Plan's Examiner – Plan Examiner's Name: ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on' these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: ❑ Call and hold for pick-up. ❑ Deliver with next inspection. Minimum revised plan check fee to be collected at time of subnussion of revision, plans examiner will determine if additional plan checking fees are needed: ❑ Minimum $54.99 Receipt #: X Fee not required for revisions requested by plans examiner prior to issuance of pen -nit. ❑ Receipt Additional Fee Amount: pt #: Revised 2/04 Department of Public Works 1i C o u m y o f B u t t e JJ. Michael Crump, Director 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 II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAJV 1 ACRE1 Project Description: 'Aa o YM 12 Project Location and/or, Parcel Number: S /Q ---� �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. 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 by law. Signed: Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management. Program Revised 5/12/04 STATE OF CALIFORNIA BT , , L:SS, T ANSPORTATION AND HOUSING AGENCY`"`='Q' -ILVARTMENT OF HOUSING AND COMMUNIZY DEVELOPMENT DIVISION OF CODES AND STANDARDS ' %r REGISTRATION AND TM.ING PROGRAM *" STATEMENT OF FACTS This unit is a: Omobilchome ❑ Commercial Coach ED Floating Home ❑ Truck Camper Decal (License) No.(s) I/We, the undersigned, hereby state: Trade Name 1. Serial No.(s) THE•ABOVE DESCRIBED MOBILE HOME HAS BEEN INSTALLED ON AN APPROVED PERMANENT -FOUNDATION SYSTEM AND IS PRESENTLY IN ESCROW WHICH WILL CLOSE WITHIN 45 DAYS. a I/We further agree to indemnify and save harmless the Director of Housing and Community Development, State Of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. I/We certify under penalty of perjury that the foregoing is true and correct. Executed on at_ (Date) (Cly) (State) Signal/ L�s�// ����� /// • • i Printed name(s)' Address_ 00-3 EWMINA' HCD 476.6 (REV 9/91) State_�_�� , . � . 1,1 .. .. 46-4" �UTILrrY ' oVL GARDEN TUB "T- O;{_ LL , - - . orr--{- - DINING �L�� ' 000R KITCHEN AREA j a - - j j 61-0"X 131-0" t- SHOWER ® Ori uyEH __ _ n> i i �� i i 1 ._BATH -- BEDROOM J 6"X 13' 0" ��.', 9596 - ' ••1 O BATH- .11 . (J � 532-3'0 ' WALK-IN. -- Ir LOSET . J 900KLASE — — i '" _ - 1. _. .. - -. ,...r.., .— .�. -_ LINENfv- - c,, --------- MASTER: BEDROOM LIVING ROOM {BE`DR"OOM t • OPT EN W-1 '-to" 13'-4" X 13'-0" 17-6" X 13'-0•ut -ta_° X 12'-10^ X 1 . . ENTRY . APPROVED' Butte County F. Environmental Health f -EnvironmentaMealth - OPT. RECESSED ENTRY Date .:APR -2.6.2004 �,� Si nat e a`��---� Child , Califomia 6-' ' Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant t re 12 and; in keeping with Fleetwood's. policy of constant updating and improvement, may vary from the actual home. NI dimensions are nominal and approximated. Square footage is measured from exterior wall to enor wa , an is an approwma figure. Length indicated in floorplans is r length only. The length of the hitch is riot included. Add four feet to arrive at irans rtable length.) Ask our retailer for specifics. PRICES AND SPECIFICATIONS. SUBJECT TO CHANGE WrrHOUT NOTICE OR OBLIGATION. Ilk W V 17/MAR03 Fiber Rolls Standard Symbol BMP Objectives • Soil Stabilization • Sediment Control o Tracking Control o Wind Erosion Control o Non -Storm Water Management o Materials and Waste Management Definition and A fiber roll consists of wood excelsior, rice or wheat straw, or coconut fibers that Purpose is rolled or bound into a tight tubular roll and placed on the toe and face of slopes to intercept runoff, reduce its flow velocity, release the runoff as sheet flow and provide removal of sediment from the runoff. Fiber rolls may also be used for inlet protection and as check dams under certain situations. Appropriate ■ This BMP may be implemented on a project -by -project basis with other Applications BMPs when determined necessary and feasible by the RE. ■ Along the toe, top, face, and at grade breaks of exposed and erodible slopes to shorten slope length and spread runoff as sheet flow. ■ Below the toe of exposed and erodible slopes. ■ Fiber rolls may be used as check dams in unlined ditches if approved by the Resident Engineer (RE) or the District Construction Storm Water Coordinator (refer to SC -4 "Check Dams"). ■ Fiber rolls may be used for drain inlet protection if approved by the RE or the District Construction Storm Water Coordinator (refer to SC -10 "Storm Drain Inlet Protection'). ■ Down-slope of exposed soil areas. ■ Around temporary stockpiles. ■ Along the perimeter of a project. Lam, Caltrans Storm Water Quality Handbooks Section 4 Construction Site Best Management Practices Manual Fiber Rolls SC -5 arfbur�a March 1. 2003 - 1 of 6 Fiber Rolls SC -5 Limitations ■ Runoff and erosion may occur if fiber roll is not adequately trenched in. ■ Fiber rolls at the toe of slopes greater than 1:5 may require the use of 500 mm (20" diameter) or installations achieving the same protection (i.e., stacked smaller diameter fiber rolls, etc.). ■ Fiber rolls may be used.for drainage inlet protection if they can be properly anchored. ■ Difficult to move once saturated. ■ Fiber rolls could be transported by high flows if not properly staked and trenched in. w Fiber rolls have limited sediment capture zone. ■ Do not use fiber rolls on slopes subject to creep, slumping, or landslide. Standards and Fiber Roll Materials Specifications ■ Fiber rolls shall be either: (1) Prefabricated rolls. (2) Rolled tubes of erosion control blanket. Assembly of Field Rolled Fiber Roll ■ Roll length of erosion control blanket into a tube of minimum 200 mm (8 in) diameter. ■ Bind roll at each end and every 1.2 m (4 ft) along length of roll with jute -type twine. Installation ■ Slope inclination of 1:4 or flatter: fiber rolls shall be placed on slopes 6.0 m apart. ■ Slope inclination of 1:4 to 1:2: fiber rolls shall be placed on slopes 4.5 m apart. ■ Slope inclination 1:2 or greater: -fiber rolls shall be placed on slopes 3.0 m apart. ■ Stake fiber rolls into a 50 to 100 mm (2 to 4 in) trench. Com, Caltrans Storm Water Quality Handbooks Section 4 Construction Site Best Management Practices Manual Fiber Rolls SC -5 -March 1, 2003 2 of 6 Fiber Rolls _1." v SC -5 ■ Drive stakes at the end of each fiber roll and spaced 600 mm (2 ft) apart if Type 2 installation is used (refer to Page 4). Otherwise, space stakes 1.2 m (4 ft) maximum on center if installed as shown on Pages 5 and 6. . ■ Use wood stakes with a nominal classification of 19 by 19 mm (3/4 by 3/4 in), and minimum length of 600 mm (24 in). ■ If more than one fiber roll is placed in a row, the rolls shall be overlapped; not abutted. Removal ■ Fiber rolls are typically left in place. ■ 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. Maintenance and ■ Repair or replace split, torn, unraveling, or slumping fiber rolls. Inspection ■ Inspect fiber rolls when rain is forecast. Perform maintenance as needed or as required by the RE. ■ Inspect fiber rolls following rainfall events and a least daily during prolonged rainfall. Perform maintenance as needed or as required by the RE. ■ Maintain fiber rolls to provide an adequate sediment holding capacity. Sediment shall be removed when the sediment accumulation reaches three quarters (3/4) of the barrier height. Removed sediment shall be incorporated in the project at locations designated by the RE or disposed of outside the highway right-of-way in conformance with the Standard Specifications. L* Caltrans Storm Water Quality Handbooks Section 4 Construction Site Best Management Practices Manual Fiber Rolls SC -5 ar/hzvi9 March 1, 2003 3 of 6 i } Fiber Rolls SC -5 Sicox I IC�r E rcovl >c t or tp- SECT ION TEMPORARY FIBER ROLL (TYPE I } 01 .amu. t rvry .Af I'DAPORARY F I HER ROLL (TYPE .2? G oclnq Lonf,Cm no, Tai of Slrpa 2 r7 au I cr '7 — r•d.-.--/ Gtaalna I'!'t 1 t fS jlta4n[; a ced IC ; / r cGlaIY Moro. lcCe j� m rraw. 7 F I der Fr:: I a spn:*m J f / ./ /' Ea,011y AIM, 516.10 J t, 14 fl tJ1a:G. r i�/ /J i.!, m lnnd Tce of slspevn ,•ltr.' 11, l ��i ltti�777fa --Cradli;,Cui'crm / or We of slow PERSPECTIVE TEMPORARY_ FIBER ROLL ff YP I � 2 rr Etc�ur• Gr'titili>� CsitJarNt Fluur Rulfa Spoitloo I.t-fly AID'Q rlC�p:a t SS n TUK, ? l 1 91 0,,4 V41 1,14 1 1 CrI 'rlp.n' Vtal lu Sai�:mr. / �aialiy A.or�,5'.coo —v IDbr Fhil l //F LxaG'!Vr tltl Uaterlo,I rf Toa of Storm A ko �icc i :h -��, — 7, "unporury flour ruf x�:eMp vur:au eeperctrq ,Am daaa :v.lv7iinn. £'L. _'.4AT I Of NI)TCR DETAIL Grad 1 n3 at o rte m or Tnp :J :=1.7ian l .� S7c Jolnra ,� t fradlr# Conform . ta•- TCS O'. sltOs .TEMOE A Y ..F. i..HER.._ROJA L....l.T.YP_F- 2.i ru I Ina l lnw rltwe not Caltrans Storm Water Quality Handbooks Section 4 Construction Site Bost Management Practices Manual. Fiber Rolls SC -5 r* ,,6,,, March 1, 2003 4 of 6 Fiber Rolls SC -5 Fiber roll SJope 200 mm min 50 to 100 mm 300 mm min. 19 mm x 19mm wood stakes max 1.2 m spacing ENTRENCHMENT DETAIL N.T.S. C Caltrans Storm Water Quality Handbooks Section 4 Construction Site Best Management Practices Manual Fiber Rolls SC -5 March 1, 2003 5 of 6 v y of „,, y -'� Install fiber roll y y along a level contour. y /,,•,' III • y y U Fiber rolls ni- y y. I y y y moo+ -V I I I Vertical spacing ., ',�/,';'�; ,',''' y along face of the .,.,6�,' , slope varies y Install a fiber roll near between 3m and 6 m i slope where it transitions I. y into a steeper slope TYPICAL FIBER ROLL INSTALLATION N.T.S. Fiber roll SJope 200 mm min 50 to 100 mm 300 mm min. 19 mm x 19mm wood stakes max 1.2 m spacing ENTRENCHMENT DETAIL N.T.S. C Caltrans Storm Water Quality Handbooks Section 4 Construction Site Best Management Practices Manual Fiber Rolls SC -5 March 1, 2003 5 of 6 Fiber. Rolls SC -5 lyj I III I II I I III � II I hl Rope Tie Fiber roll 200 mm min •• 50 to 100 300 mm min. 19 mm x 19mm wood stakes max 1.2 m spacing (typ.) OPTIONAL ENTRENCHMENT DETAIL N.T.S. A* Caltrans Storm Water Quality Handbooks Section 4 Construction Site Best Management Practices Manual Fiber Rolls SC -5 Qrf6vlw March 1, 2003 6 of 6 Straw Mulch Standard Symbol BMP Objectives • Soil Stabilization o Sediment Control o Tracking Control • Wind Erosion Control o Non -Storm Water Management o Materials and Waste Management Definition and Straw mulch consists of placing a uniform layer of straw and incorporating it into Purpose the soil with a studded roller or anchoring it with a stabilizing emulsion. This is one of five temporary soil stabilization alternatives to consider. Appropriate ■ Straw mulch is typically used for soil stabilization as a temporary surface Applications cover on disturbed areas until soils can be prepared for revegetation and permanent vegetation is established. ■ Also typically used in combination with temporary and/or permanent seeding strategies to enhance plant establishment. Limitations ■ Availability of erosion control contractors and straw maybe limited prior to the rainy season due to high demand. ■ There is a potential for introduction of weed -seed and unwanted plant . material. ■ When straw blowers are used to apply straw mulch, the treatment areas must be within 45 m (150 ft) of a road or surface capable of supporting trucks. ■ Straw mulch applied by hand is more time intensive and potentially costly. ■ May have to be removed prior to permanent seeding or soil stabilization. ■ "Punching' of straw does not work in sandy soils. A* Caltrans Storm Water Quality Handbooks Section 3 Construction Site Best Management Practices Manual Straw Mulch SS -6 av&v" March 1, 2003 1 of 3 Straw Mulch SS -6 Standards and ■ Straw shall be derived from wheat, rice, or barley. Specifications ■ All materials shall conform to Standard Specifications Sections 20-2.06; 20-2.07 and 20-2.11. ■ A tackifier is the preferred method for anchoring straw mulch to the soil on slopes. ■ Crimping, punch roller -type rollers, or track -walking may also be used to incorporate straw mulch into the soil on slopes. Track walking shall only be. used where other methods are impractical. ■ Avoid placing straw onto the traveled way, sidewalks, lined drainage channels, sound walls, and existing. vegetation. ■ Straw mulch with tackifier shall not be applied during or immediately before rainfall. Application Procedures ■ Apply loose straw at a minimum rate of 3,570 kg/ha (4,000 lb/ac), or as indicated in the project's special provisions, either by machine or by hand distribution. ■ If stabilizing emulsion will be used to anchor the.straw mulch in lieu of incorporation, roughen embankment or fill areas by rolling with a crimping or - punching -type roller or by track walking before placing the straw mulch. Track walking should only be used where rolling is impractical. ■ The straw mulch must be evenly distributed on the soil surface. ■ Anchor the mulch in place by using a tackifier or by "punching" it into the soil mechanically (incorporating). ■ A tackifier acts to glue the straw fibers together and to the soil surface. The tackifier shall be selected based on longevity and ability to hold the fibers in place. ■ A tackifier is typically applied at a rate of 140 kg/ha (125 lb/ac). In windy conditions, the rates are typically 200 kg/ha (178 lb/ac). ■ Methods for holding the straw mulch in place depend upon the slope steepness, accessibility, soil conditions and longevity. If the selected method is incorporation of straw mulch into the soil, then do as follows: — Applying and incorporating straw shall follow the requirements in Standard Specifications Section 20-3.03. — On small areas, a spade or shovel can be used. L�Caltrans Storm Water Quality Handbooks Section 3 Construction Site Best Management Practices Manual Straw Mulch SS -6 mss March 1, 2003 2 of 3 Straw Mulch SS -6 On slopes with soils, which are stable, enough and of sufficient gradient to safely support construction equipment without contributing to compaction and instability problems, straw can be "punched" into the ground using a knife -blade roller or a straight bladed coulter, known commercially as a "crimper." On small areas and/or steep slopes, straw can also be held in place using plastic netting or jute. The netting shall' -be held in place using 11 gauge wire staples, geotextile pins or wooden stakes. Refer to BMP SS -7, ' "Geotextiles, Plastic Covers and Erosion Control Blankets/Mats." Maintenance and ■ The key consideration in Maintenance and Inspection is that the straw needs Inspections to last long enough to achieve erosion control objectives. ■ Maintain an unbroken, temporary mulched ground cover while DSAs are non-active. Repair any damaged ground cover and re -mulch exposed areas. ■ Reapplication of straw mulch and tackifier may be required by the Resident Engineer (RE) to maintain effective soil stabilization over disturbed areas and slopes. After any rainfall event, the Contractor is responsible for maintaining all Kv slope's to prevent erosion. s Caltrans Storm Water Quality Handbooks Section 3 Construction Site Best Management Practices Manual Straw Mulch SS -6 3 of 3 March 1, 2003 fi SITE' PLAN REVIEW APPLICATION Date: AP# d SE' D 70 a Permit Number (if applicable) Bin Numtier, r, APPLICANTINFORMATION, f Parcel Size: o7z Owners Name: Owners Address: C% 64-0-P Jdy Telephone No. `Situs Address: 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 ❑ Single Family Remodel f Non-residential . ❑ New Commercial { ❑ Commercial Addition _ ❑ Commercial. Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel' , Other , ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A ❑ 'Other: ' Brief Explanation (if necessary): irrr;,-4c- Skeze ( 1 DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES.INFORMATION (For Staff Use) Approved ❑-Conditionally Approved ❑ Resolve Problems Prior to Approval it Site Ian' Stamped pproved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY t Parcel Is In: Snow Load Area: Zp f ' �S4y Fr Land Conservation Act Minimum Acreage: ❑Verify residence can be built per contract ❑Nitrate Action Plan (See Environmental Health for standards) F-1 Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: &&W 760 22 j C Index Date: 6 -2? -(ng ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) Chapman/Mulberry (See attached standards and requirements) Cohasset Area (See attached standards and requirements) Grading Zone (See attached handout) 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: T- A4 e7 4p, /-M Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front r Side Side Street Rear 30 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation 0 Roads - ❑ Sheriff ❑'' Drainage , ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road r ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ' ❑ Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender. ❑ Road Improvement - r ❑ 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: "3 " 3 ' �2 Legal Access Provided: • ❑ No, ❑ Yes . Deed of Reference: 117 L -i l - 2`23 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 ❑ 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 ' ------------------------------------------------------------------------------------------------------=---------------------- ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: Page: ❑ Use Permit/Minor Use Permit Permit Number: 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 road maintenance, and stop sign maintenance. ❑ IS Page 4.of 5 + • • a ` •� , d Suinmary of Specific Requirements: y This information provided in this summary is based on the application information and on thebestavailable data at the time of review.' CALarrys\Building Permit'Site Plan Reviewl.doc k • r Page 5 of 5 r Building Permit Number: Of— 1% 7 Owner Name: H i 0'e -'r 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 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum 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, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square 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 automatic entry and exit of floodwater. • Page 2of 2 Building Permit Number: Owner Name: P41 I (Zr - Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of �36 feet from the side and �O feet from 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. 2 CDF FIRE SAFE REQUIREMENTS - 056-070-056 BP -04-1967 Miller , + 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' ` i 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 , spaceprovided for- in these standards, annual maintenance must be provided for by the land owner. a 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 [Xj 1. 'No roadway shall, have a horizontal inside ' radius of curvatre 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 Tumouts.µ 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] 1273.1.0 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 40Veet apart. r '` 1273.11 Gates [X] ' 1. • Gate entrances shall be at least two feet wider than the roadway, • it serves. w 4 ' 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. A ` , 11 Wpm cut CUM bwUnna pnMO;:""J riij: 'ckv*'IT !T".yj 001 10 AN 6 stud LPG Amrsd'iw"'JIQ t lit, "T? f141 lonwo W: all 11 LANVq "Mon asww= manssys .1 9w ion IssAw EKY so ion a 1vid Uhl N 1pso"q: Z' bn '�4 vrj '4 vi iz d;1'.y 0" Bev amw Ism Q" y' •'yIWTriMV. 30 ft -f!4 0 colsoua C'T h t"i A Led, :wvm. ':-'r2t ffi"M a 1vid Uhl N 1pso"q: lo 2."'! ;c' iz d;1'.y 0" Bev amw Ism Q" y' •'yIWTriMV. 30 ft -f!4 0 C'T h L 10 f 1:7 fl,'.'VV #;. `"t J-, j) A Led, :wvm. ':-'r2t ffi"M W WaMOO all OP, to Bond Q MomwoMqAT CDF 'FIRE SAFE REQUIREMENTS 056-070-056 ' . BP4 -1967 - Miller AP# PERMIT # NAME Fuel Modification, 1276.01 '' Setback for: Structure Defensible Space , (X] 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. q r [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other. requirements below. !; [X] 1276.02 e'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 constriction and fuel modification shall be'completed prior to completion of, road construction or final inspection •of a building permit. Other Requirements (], If Building Setback is 15 to 30 Feet: - - Class A or B roof ] .y - Enclosed Eaves [ ] If Building Setback is Less Than 15 Feet = Class A or B roof with enclosed Eaves and. - Choose any 2 of the following: . } Metal or no doors on side toward property line with insufficient setback - - Interior automatic sprinkler system per _NEPA 13D 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, Date Signature 1 AR FL VVW �/Voodland Park ® Series 4453A, • 3 .Bedrooms 2'B'aths •1,190 Square Feet 45'-4" . I r t JM:__o ---- -= -- ` k I UTILITY Off. GARDEN rUH OO — I opr7 - - - DINING ` . _ = DOOR KITCHEN AREA 1 m SHOWWERBEDROOM . p Or� Uy "°, SHELF/ * o 'BATH —T • / 5+ I -WALK-IN ... ; CLOSET LINEN _ 1' - 't .1... �.4.. _� .�s �, •:' - + - ; - - _ _ _ MASTER BEDROOM LIVING ROOM. BEDROOM OPT. DEN <JimI17-6"X IN-O" i1'-10"xit-low n'-10"x1r-1o• 13'-4"X13•-D" ENTRY , ~ ' r Fleetwood Homes of Orovillei 2243 Feather River.Blvd. Oroville,:CA 95965 ' ''OPT. RECESSED ENTRY 530-532-w3301 Fax 530-532-3304 www.fleetwoodoroville.thretailer.com Fleeo es reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representative and, in keeping with Fleetwood's policyofconstant updating ` piprovement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured'from exterior wall to exterior wall; acid is an approximate figure. Length indicated in floorplans is ' floor length only. Theaength of•the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBILIGATION. s WU17/MAR03' { 1. Owner's Name: -Tr� ll� l �� 2. Assessor's Parcel Number: 70 —05 3. Installer's Name: 4. Is the sitecurrentlyunder permit? Yes[ ] No ] Permit No. 5. Is the site an existing site? Yes[ ] No ` . (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome?Amperes. 7. What is the mobilehome site circuit breaker rating? Amperes, 8. What is the electrical rating of the mobilehome site? I dam Amperes. 9: Is the main se 'ce remote from the mobilehome site? Yes[ ] No[ ] If it is, what is the rating? Amperes. 10. Is there any other electric load to. be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ j No[ ] If yes, please identify the load and size: a) The mobile home site: Load- _G Amperes- b) The main service: Load- Amperes- 11. Type of gas service at mobilehome site:.Natural[ ] Propane None[ ] 12. Size . of . gas pipe at -the mobilehome site from the meter or :a' 3 inches. 13. t tis gas pipe length from the meter or tank to' the mobilehome?�Ufi.). 14. What is the mobilehome"gas 'demand? B.T.U.* *(This information is•not'required if the pipe length is less than 6 feei on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATIONSum COUNrit " e a LDING DEP ARTMEM V Pim May 1995 r 8.5 — dw . 7M Mobilehome Manufacturer:„ ---- CC) Manufacture Year: 00 If other than single wide, furnish Setup Model Number: �- S ? A- Width:(ft.) Length: Y,5- 3 (ft.) Tagalong or Expando Size A!5-21(ft.) x-fzf-�-(ft.) On all mobilehomes manu actured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treat�or foundation grade[--J-Other: SUPPORTS: Concrete block[ L -r Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location sirrcL$ wm$ MMTI.WME Line 1 0 • e 1 Line 2 line 2 ................................................................................................ Main Beams Line2....................................................:........................................... 2 Line 1 Line 3 L1 2 ................................................................................................ Main Beams ................................................................:............................. Line 2 Eine 1 ....................................4-?� .................... f� Line 1 Piers: Size minimum: r 5, x r a . Spacing maximum: O ` From ends -maximum D ` .Line 1 Openings Size minimum: [;a, ] x Each side of openings with width over: ` v Line 2 Piers: Size minimum: 1 2- 1 x r2 41. Spacing maximum: 154 a From ends -maximum ` Line 3 Roof Loads: �fsx� Size minimum zx 3 z x 3 a Location (from front): Lige 5 Roof Loads: Size minimum: Location (from front): Line 4 Piers: Size minimum: x Spacing maximum: ` From ends -maximum ` OVER COU _ - �9UIL,DING DEPAR?NIEV APPROVED MAR 18 '04 08:55 FR FLEETWOOD WOODLAND CA530 662 6425 TO FRC OR •�i.••� s.^L M t m C6 YRUM. W m �UILDI1MGi NES ., 4 APp 9 r -x P. 03/04 pr r:c �. �ti%l r. `•rte � ..••", -��• iiT.i ��.�r�`.� .ice �.` ."h'ry� m C6 YRUM. W m �UILDI1MGi NES ., 4 APp 9 r -x P. 03/04 Jul -02-2004 DIATOM From -FLEETWOOD HSG GROUP 8088812724 T-628 P._01/001 F-988 Q�pFESS1pN BY DATE �-a"9 INC.we FAME Q .�ARISy F 3126 ywa St., Rlvetulde, OA 99603.5597 'DbIO�I ���� L (809) 361-3600 LIVE P6F DEAD P6F No. 183 ; SECTION WIND �gR TITLE f'"92-164 lr. Mir_ _ /C0_ STA958 INCREA®E OF �'F014 cim 488 .••' ��,e+�0 t I.= LAL MAX LOAD ...•rte BLOCK r EBS TAKW FOR TO Be UWD VXN: CAPACMEA 'COMMIRT® `j MPBRIN-CSD-INGI URINO PAOS Aft , MAR 18 '04 08 55 FR FLEETWOOD WOODLAND CA530 662 6425 TO FRC OR P.02iO4 a IF3wxaCI3 o t � �% ;f 21=� 2 0•. .i� qN •'q 0. fL 4 0 O C� ` ti ¢ _ I3wxe T -66 •_"' `.-I?� K 2f3 a d' s �0 .o V Q g LL � �o 6 e —oma - < ��cd�0 g s Mlra ern < w M J N � w oz R :aw o am UN u o� o N Fil ( _ p J t� a s W . \... � p W d •• of ` � • 16Dme � • _ W j � I L w � F • PA p Q��jyyy�*�'��j � Q ( VVV N O 2 10/28/2004 16:10 5306626425 FLEETWOOD WOODLND CA PAGE 02/02 FLEETWOOD ENTERPRISES INC. APPROVED SUPPLEMENT TO THE INSTALLATION MANUAL _ MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING • 14 WIDE •- SINGLE, DOUBLE, OR TRIPLE SECTIONS ;O O ,. O a •O ,O O O, O O Ot .. .. 60 PSF ROOF LIVE LOAD MAX '• ';A. ^� I -x' .� :.. : These tablas determine the fbo ft Pad spacing and fooling • _ ♦...•» • :. - ..._. ._ '�*+� along the main beams and peMwmr of the Home • »�_ • _ » ... •-•:._..a._.:...�_..; ......»._.,.� , Refer to paw 15 of the Insummon Manual for foolin g s1Ec'rronl pad oonWmmdon dells. w. ......Review _...... -• o _o • -� •_ -:-:+; Review the twos that footing hype a Y�te going to use for nwWn beams mer v Q Q o of +.........:.r:•. piers. Refer to page 18 of the tnatalfadon Manual for the sEc noN■MAIN BEAM FOOTINGS prO086 118 on using'the tables below. 'C• ....� ? -..: C3 PERIMETER FOOTINGS, r....�..... �.........� :..�j .MAIN :Q Q Q 0 BEAM FOOTING CONFIGURATION Q o of AND SPACING PERIMETER FOOTING CONFIGURATION AND SPACING -s` X 16"°X 4` CONCRETE FOOTINGS PROCEDURE.: MAXIMUM BEAM FOOTING 3PACINO (In Fool 1. DetervWne the design roof 11W load of the home. � OVA Pad FaiN T Ped vw Dbl Pad FIng. 2 DetenNne the Boll bearing capacity. Man 8..,► els Main beam 81s Matt seam Siz 3. Following that line across the table determines type l IV` tr r 10• 1r e• t0• 1r 1 s• e, r r r of footing configuration and spacing. r 1a Isco s r r 4. Footing Plaoenbnt to start at no mare then one foot 2= Ir IV 17 s (1'-D` to edge of PIW) from each comer of the home. asoo r Ta Tr IF 1r tP yz - S. The spacing for any footing may exceed the spacing shown up 10% as long an VIS average spacing does - - �a tr r to 1z 18` X 18` X 4` CONCRETE FOOTINGS not exceed the spacing shown.MAXNUM MAIN BEAM FOOTING SPACING (In Fto PERIMETER FOOTING Ped Ped Twc Dbl Pad Ftnp CONFIGURATION AND SPACING Mati Beam sw M" Bean 8� MaInBpm Etre I FooTrNGcoNFaunw,noNa e• 10• 12' e• 10• 12• e• loon s Ir e r/ r a Isco r 1e•: Ts- a• x,ts• R G . Concrete Coneeete 2 x 12 x 74 s m tr r 1a it 20000 1 -A-to er trr 1r 4%Ste, aaa0 V 1r 1r 1 r IV 1r Pad Ped Weed Pad eta R!d'� spot - - - 9' 1148) 1000 DOUBLE TRIPLE DOUBLE *' Fwass la 1 r 1a 1r 160e SDlGLE ocuou BSItiLF 2 X 12 X2,4' WOOD FOOT1N09 4 -0' MAXIMLIM MAIN BEAM FOOTINGME taPACING (M Feel) liIC�MER SINGLE DOUBLE SINGLE", ft. Ped Obi. Pad T Ped Main Beam Bis Main Bpm Sim MdYt a""MSks TIEDOWN STRAP SPACING s is v 12• a IV, PROCEDURE: 1 low Ir �r r r r r IV - Over the length of the home, find the furthest distance the bottom of the main been In from 2000 r 1a tt• r /a t2 r to tz x000 r_ c r'IV the ground. 2. Measure that distance and locate that height in the table. it . r Ir Ir 4aoo - - r to 1 !r to 12• r�rtessura art 11mRed locaiballon depressions under notDo - m 3. Following that Ilse across debernlinea the spacing' M TIEOOWN STRAPWSPACIINGstrap def The Initial a n from front or rear of hom p M WIND 20NE4. town n y be mea Than two fes! (2•-0") maxlenurrfrb.Thespacingforartystrap (�fn0 may sxcsed fhe s PacinO shownthe r a 1r _ uP to 10% as long as thea slingsheave.varog• spacirq doss not exceedre 4r -0 - _ FLEETWOOD ENTERPRISES INC. Calculation Numbers Tlaa•PROW= 0022124• °0/�tl'A111°"�' capiftwell 002213D TtnJa MAIN BEAM V f° lliali lll:)l, fL'W�DE) 10/28/04 THU 16:06 'H PERIMETER FOOTING TIONS AND SPACING PSF ROOF LL MAX IIriV. 72.72 -OM [TX/RX NO 54761 Q002 APPROVED -A PFS Corporation Madison • 6 O 11/21/01 -'HUD Manufactured as Home Construction a Safety Standard Calculation Numbers Tlaa•PROW= 0022124• °0/�tl'A111°"�' capiftwell 002213D TtnJa MAIN BEAM V f° lliali lll:)l, fL'W�DE) 10/28/04 THU 16:06 'H PERIMETER FOOTING TIONS AND SPACING PSF ROOF LL MAX IIriV. 72.72 -OM [TX/RX NO 54761 Q002 SITE PLAN ............. ....... ............. ....... ......,...... ......... ..................... ....... ...... REViElPi ED BY .. ........................................ •.......... .:?r r� !'a pper�++ :.. 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P.......... ......... -cow. ............................ .. ........... ............................. .. .. .. ... .. .. r t ( t.....:...... ............. ............ •.....................F .. ...�. t/' .. .......................�` •�• 1 .. .... .. .. .. .. %.C. .. ... .. .. t 1• .7'r.....t .. .. .. .. ........................... ............._....._............._..... .............._. //ww`` a~ . .1/1v Cr..d _ �.n1r1... ).......Y. . �s /* - Assessor's Parcel Number.®— 0 [�] �Q — ®�® Scale: 1" - lo(, ,moo FOR OFFICE�1 E ONLY PROVIDE FOR ALL Owner Name "`''" ADJ Address / Phone No. %e—fy-tuhAhon Site Location Contact: Namee October 23,2M3 Zoning: lhma General Plan Desig: �1 Size, Acres ' ACEN 1 PARCELS SIZE (AC): ZONING: GEN PLAN: USES: 4, INTERIOR RIDGE SUPPORTSSTANDARD PIER AS AS SPECIFIED BY MANUFACTURER - SPECIFIED BY COACH / MANUFACTURER ' u n u a u e u n u a u a I�-T•S-C�IxI�SrU �� R MAX. SNOW LOAD 411 is IFOR m 0 a a s a s a COACH SIZE h h h h h h mUP TO 66 FEET 12 12 u"u 66 FT TO 76 FT u 16 � SEISMIC ZONE 3 3 & 4 m� `ice `i WIND LOAD MPH EXP 80B h t! h h h t! UP TO 60 FT Li uu DOUBLE WIDE MOBILE COACH u11u DOWNS u n z a a s a s a DOUBLE & TRIPLE WIDES. 3. CONCRETE FOUNDATION PADS O 03 n B. PREFERRED PAD ORIENTATION WHERE EVER POSSIBLE IS THAT THE LONG DIMENSION ,n 1 V 1 W OF THE PAD BE PERPENDICULAR TO THE COACH BEAM (AS SHOWN ON THE PLAN). CLABASE 3/4HPTHREADED ROD 4 BOLSEISMIC NN 1-x.4 14' x 60' 6 0 6 0 6 4 o W PER IK3TLLIAMON WUlVAL 18.5 INCH EXTRA LARGE SCALE: AS SHOWN TYP Or 2 DRAWN YMW PLANScale: V _ 10' TRIPLE WIDE MOBILE COACH INSTALL MINUTE MAN EARTH AUGERS (OR EQUIVALENT) FOR TRIPES WIDE PUCE SEISMIC PIGL9 IN ROWS Or 4 As sBo►M WIND LOAD MPH EXP 80B 70C I�-T•S-C�IxI�SrU �� R MAX. SNOW LOAD 60 40 m 0 80B # OF g0 COACH SIZE SEISMIC PIERS SEISMIC PIERS ELL-) L1'J El LIJ L7-) 40 4 4 mUP TO 66 FEET 12 12 0 66 FT TO 76 FT 16 16 � SEISMIC ZONE 3 3 & 4 m� `ice `i WIND LOAD MPH EXP 80B 70C COACH MAX. SNOW LOAD 30 30 COACH SIZE UP TO 60 FT 12 16 DOUBLE WIDE MOBILE COACH PIERS DOWNS PER TABLE n z 60 FT TO 76 FT 16 16 m NOTE:1- 0 S AR N TQ IRED ON 6 DOUBLE & TRIPLE WIDES. 3. CONCRETE FOUNDATION PADS INSTALL MINUTE MAN EARTH AUGERS (OR EQUIVALENT) FOR TRIPES WIDE PUCE SEISMIC PIGL9 IN ROWS Or 4 As sBo►M 1�T STT 1E 1 SPACE IST ROW 2 FT FROM END I�-T•S-C�IxI�SrU �� R Cxlfif µSR l ti0-4 708 80B 4 4 4 Lri ®-- c-- �3 4 ELL-) L1'J El LIJ L7-) 40 4 4 4 Q PoR DOUmz WIDE I . PLACE SEISMIC P117t5 I I M I L..1 I I DM ROWS Or 4 PER TABLE � �m D9 m m `i-' `t'' m� `ice `i OUTLINE TLINEOF OBIL0', 4T 4 4 COACH I Q cr 24', 26', 28', OR 32' COACH SIZE SEISMIC PIER & PLAN Soda: 1' - 10' PIERS DOUBLE WIDE MOBILE COACH INSTALL MINUTE MAN EARTH AUGERS (OR EQUIVALENT) 3& 4 WHEN REQUIRED, SEE TABLE. 4 SPACE IST ROW 2 FT FROM END 4 - 3/9' 2 - 3/8' x 1' BOLTS THEN SPACE EVENLY. l ti0-4 708 80B 70C _ a. SHALL CONFORM TO ASTM A38 kyr 38 KSI MINIMUM. b. SHALL BE FABRICATED ACCORDING TO AISC SPECIFICATIONS. c. SHALL BE WELDED ACCORDING TO AWS SPECIFICATIONS: Q 4 o T.�snw wnLc' 40 CDACX !CAMS u I I d 1 I N OF Ep T b. VERTICAL : 16000 LBS ULTIMATE LOAD D9 LL m TIE- SEISMIC 4 N I Q I Q cr 7. STANDARD PIER & FOOTING SPACING PER COACH MANUFACTURER'S INSTALLATION COACH SIZE SEISMIC PIER & DOWNS PIERS FOUNDATION PAD PIERS DOWNS PER TABLE n z 12' x 60' 6 m m 'o OUTLINE OF MOBILE COACH L-42'. 14', OR IB' PLAN Scale: z 10' SINGLE WIDE MOBILE COACH 12 IN OVERSIZED 3/8'x3'FOR CHIPPING AND/OR FLANGED PLASTIC CORNER BREAKAGE ANCHOR INSERTS cl o 4 5/8' x 1-3/8' FLANGED 5/0'x3' STAINLESS STEEL OR FLANGED PLASTIC 5/8 x 3' FLANGED ANCHOR INSERTS PLASTIC ANCHOR INSERT 1x1 -4x4 VVF 4• l•) 1. 4x4 -4x4 V VF P. PRO PAD PRECAST PAD 7 32'x3/4' PLYVOOD HOLES FOR 1/2' x 2 1/2' C.B. 18'x24'x3/4' --- PLYWOOD CONNECTED WITH EIGHT 1-1/2'x.120' NAIL! OR 8118xi-1/2' FHW! HOLES FOR 1/2'x2-1/2' C.B. 0 4• Q -PAD PLYWOOD PAD FOUNDATION PADS Not to scale GENERAL NOTES: REVISIONS BY REFERENCE: CALIFORNIA CODE OF REGULATIONS, TITLE 25 AND U.B.C. 1994 EDITION. 05-02-03' YW ERE 1. DESIGN LOADS SHALL BE CONSISTENT WITH LOCAL REQUIREMENTS T/li IN STALLED. SEISMIC ZONE 3& 4 3& 4 4 4 - 3/9' 2 - 3/8' x 1' BOLTS WHERE PARTIAL CONCRETE OR ASPHALT OCCUR BENEATH FOOTPRINT OF HOME, IT WIND LOAD(MPH,EXP) 708 80B 70C _ a. SHALL CONFORM TO ASTM A38 kyr 38 KSI MINIMUM. b. SHALL BE FABRICATED ACCORDING TO AISC SPECIFICATIONS. c. SHALL BE WELDED ACCORDING TO AWS SPECIFICATIONS: MAX. SNOW LOAD 40 40 HLBOLTS: STANDARD ASTM A307 40 Iv. THREADED ROD: COLD DRAWN IOW CARBON WELDABLE DIA 4 -1114 TE+4- d. ALL METAL COMPONENTS INCLUDING NAILS & SCREWS ETC. ARE TO BE 00 z y OF p OF y OF N OF p OF p OF b. VERTICAL : 16000 LBS ULTIMATE LOAD O 5. THIS FOUNDATION SYSTEM IS FOR PLACING MANUFACTURED BUILDINGS CONSTRUCTED SEISMIC TIE- SEISMIC TIE- SEISMIC TIE - 7 a 7. STANDARD PIER & FOOTING SPACING PER COACH MANUFACTURER'S INSTALLATION COACH SIZE PIERS DOWNS PIERS DOWNS PIERS DOWNS FOUNDATION PAD NOTES: n z 12' x 60' 6 0 6 4 6 4 3/16' PLATE 3. CONCRETE FOUNDATION PADS O A. 3000 PSI AT 28 DAYS AS TESTED AND MANUF. BY STARLITE WEIGHT CONCRETE. O B. PREFERRED PAD ORIENTATION WHERE EVER POSSIBLE IS THAT THE LONG DIMENSION ,n 1 V 1 W OF THE PAD BE PERPENDICULAR TO THE COACH BEAM (AS SHOWN ON THE PLAN). CLABASE 3/4HPTHREADED ROD 4 BOLSEISMIC NN 1-x.4 14' x 60' 6 0 6 0 6 4 o W PER IK3TLLIAMON WUlVAL 18.5 INCH EXTRA LARGE SCALE: AS SHOWN TYP Or 2 DRAWN YMW JOB 14: W03002B 16' x 60' 6 0 6 0 6 4 12' x 60' 6 4 6 4 6 6 1/4' PLATE SGP[ AOM 2E SPE bap ex SEISMIC PIER z 14' x BO' 8 0 8 4 6 6 ELEVATION 16' x 60' 8 0 6 4 6 6 12 IN OVERSIZED 3/8'x3'FOR CHIPPING AND/OR FLANGED PLASTIC CORNER BREAKAGE ANCHOR INSERTS cl o 4 5/8' x 1-3/8' FLANGED 5/0'x3' STAINLESS STEEL OR FLANGED PLASTIC 5/8 x 3' FLANGED ANCHOR INSERTS PLASTIC ANCHOR INSERT 1x1 -4x4 VVF 4• l•) 1. 4x4 -4x4 V VF P. PRO PAD PRECAST PAD 7 32'x3/4' PLYVOOD HOLES FOR 1/2' x 2 1/2' C.B. 18'x24'x3/4' --- PLYWOOD CONNECTED WITH EIGHT 1-1/2'x.120' NAIL! OR 8118xi-1/2' FHW! HOLES FOR 1/2'x2-1/2' C.B. 0 4• Q -PAD PLYWOOD PAD FOUNDATION PADS Not to scale GENERAL NOTES: REVISIONS BY REFERENCE: CALIFORNIA CODE OF REGULATIONS, TITLE 25 AND U.B.C. 1994 EDITION. 05-02-03' YW ERE 1. DESIGN LOADS SHALL BE CONSISTENT WITH LOCAL REQUIREMENTS T/li IN STALLED. 2. ALL FOOTING TO BE SUPPORTED BY FIRM, UNSATURATED, UNDISTURBED SOIL OR FILL COMPACTED TO 907. REL. COMPACTION. FOOTINGS ARE DESIGNED FOR 1000 PSF 3' x 3' PLATE BEARING CAPACITY. THE BUILDING PAD SHOULD CONSIST OF ONE MATERIAL TYPE. 4 - 3/9' 2 - 3/8' x 1' BOLTS WHERE PARTIAL CONCRETE OR ASPHALT OCCUR BENEATH FOOTPRINT OF HOME, IT SHALL BE DEMOLISHED & REMOVED. 3. STRUCTURAL STEEL �,Fy A9p—dR pt- _ a. SHALL CONFORM TO ASTM A38 kyr 38 KSI MINIMUM. b. SHALL BE FABRICATED ACCORDING TO AISC SPECIFICATIONS. c. SHALL BE WELDED ACCORDING TO AWS SPECIFICATIONS: z i. ELECTRODES: E70 Ii. PLATES: ASTM A36 ~ 1 (� HLBOLTS: STANDARD ASTM A307 F+-1 Iv. THREADED ROD: COLD DRAWN IOW CARBON WELDABLE DIA 4 -1114 TE+4- d. ALL METAL COMPONENTS INCLUDING NAILS & SCREWS ETC. ARE TO BE 00 z PROTECTIVE COATED. 4. THE C.P. SEISMIC PIER SHALL BE LISTED AND LABELED BY CERTIFIED TESTING AND FOR THE FOLLOWING LOADS: W U) CONSULTING SERVICES (CTC) e. LATERAL :X -LARGE PIER: 1907 LBS. ULT. LOAD LARGE PIER: 2423 LBS ULT. LOAD Z z b. VERTICAL : 16000 LBS ULTIMATE LOAD O 5. THIS FOUNDATION SYSTEM IS FOR PLACING MANUFACTURED BUILDINGS CONSTRUCTED U WITH LONGITUDINAL OR CROSS JOISTS. T ►S 6. THIS FOUNDATION SYSTEM PLAN IS DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL �J . SITE WITH NO EXISTING SOIL PROBLEMS. SEE TITLE 25 SECTION 1334(b) 7 a 7. STANDARD PIER & FOOTING SPACING PER COACH MANUFACTURER'S INSTALLATION MANUAL. WITHOUT MANUA4 SPACING OF STANDARD PIERS TO BE DETERMINED BY STATE W U MOBILE HOMES PARK ACT. or tP1TF0� MUST EXTEND FOUNDATION PAD NOTES: n z 1. FOUR FOUNDATION PADS ARE AVAILABLE FOR USE WITH THIS SYSTEM. THE ►"'+ CUSTOMER MAY CHOOSE ONE OF THE FOUR PADS FOR THEIR COACH. W 2. FDTN PADS SHALL BE PLACED ON FIRM, LEVEL UNDISTURBED SOIL (SEE GEN. NOTE 2) C� W' In W 3/16' PLATE 3. CONCRETE FOUNDATION PADS O A. 3000 PSI AT 28 DAYS AS TESTED AND MANUF. BY STARLITE WEIGHT CONCRETE. O B. PREFERRED PAD ORIENTATION WHERE EVER POSSIBLE IS THAT THE LONG DIMENSION ,n 1 V 1 W OF THE PAD BE PERPENDICULAR TO THE COACH BEAM (AS SHOWN ON THE PLAN). CLABASE 3/4HPTHREADED ROD 4 BOLSEISMIC C. WHERE FIELD CONDITIONS REQUIRE PAD ROTATION, NO MORE THAN HALF OF THE PADS IN A TRAVERSE UNE CAN BE ROTATED SO THAT THE LONG DIMENSION OF THE PADS ARE PARALLEL TO THE COACH BEAM. 4. PRESSURE TREATED FOUNDATION PAD A. 3/4 INCH A.P.A. 48/24 EXTERIOR P.S.1.-83 CC. PLUGGED, NER-QA397,PRP-108. COACH SIZE NOTES: 1. UNLESS APPROVED BY ROCK SOLID ENGINEERING, THE DISTANCE FROM THE 80170M OF THEFINISHED FLOOR TO THE HIGHEST POINT ON THE ROOF SHALL NOT EXCEED: A. 8 OR 10 FEET FOR SINGLE WIDES (SEE TABLE) B. 10 FEET FOR 20 FT WIDE COACHES C. 12 FEET FOR ALL OTHER DOUBLE WIDES LISTED ON PLAN D. 14 FEET FOR TRIPLE WIDES 2. FOR ANY COACH SIZE OTHER THAN AS SHOWN ON THIS PLAN OR REFERENCED ABOVE. LAYOUT SHALL BE REVIEWED AND APPROVED BY ROCK SOLID ENGINEERING. INSPECTION REQUIREMENTS: t. THE DESIGN OF THIS SYSTEM IS BASED ON STANDARD MANUFACTURED HOMES AS BUILT BY THE MANUFACTURER. SITE BUILT ADDITIONS SUCH AS GARAGES AND SECONDARY ROOFS HAVE NOT BEEN INCLUDED IN THIS DESIGN. 2. ALL DIMENSIONS INCLUDED ON THIS PLAN, INCLUDING COACH SIZE, ROOF HEIGHT AND PIER HEIGHT, SHOULD BE FIELD VERIFIED BY THE LOCAL BUILDING OFFICIAL. ANY DISCREPENCIES SHOULD BE IMMEDIATELY BROUGHT TO THE ENGINEER'S ATTENTION. 3. THE BUILDING PAD SHOULD BE INSPECTED TO ENSURE THAT PROPER DRAINAGE PATTERNS HAVE BEEN ESTABLISHED IN ACCORDANCE WITH TITLE 25 & MANUFACTURER. 11AROFACTUTU9 ROME/M0lEa BOEMt FOUNDATION BVInN sm sAILD EA/BTY COD[, EacnDN IMas1 AFRUVW "mffpzqm?w Avrmam OR "Man "a ��N G 'f'�L / ' 191 y� ,¢� OCtm! O[ DEYIATIO'N MtOM A"uu"Em M O1 9+SaTW�TIJDj gA R� � P [F4;' crATE U� AND Nawute0w 6S r46i l foslC.xraa. o,.e—e et eod.'.aJc�ry ow+r.r `—w /=077 ' Of /QODOl AIm IT=S. - y.r S z o3 Lo n CD U') 0• Q U W J J Z 0 I- H Q 3 COACH I BEAM - �' (1I QRO)ESS)04, 3' x 3' PLATE W 4 - 3/9' 2 - 3/8' x 1' BOLTS EA - SZE F H BOLT WITH FIELD DRILL HOLES �,Fy A9p—dR pt- = WASHER S. NUT OPTION OF V) M F T IN W CO o DIA 4 -1114 TE+4- H C BEAN 00 z No. 24 �o I F T NPP Q SiD PIPE 4 0-1 U00 111 N FOR THE 15 IN PIPE .7 -(D 4 - 3/8' BOLTS3' 1/1'x x 3' CN0. 3• �41F N FOR THE 18 IN PIPE TIGHTEN TO WIPLATE 1 80 IN-LBSANGLE 3' VITUBE or tP1TF0� MUST EXTEND a • (15 FT -LBS) TORQUE W 3' MIN IN TO CLAMP C� W' In W 3/16' PLATE U C\2 LL. W HEIGHT z CLABASE 3/4HPTHREADED ROD 4 BOLSEISMIC NN 1-x.4 cc LIKE A SM. CKA STS avPPORr 7 INCH SMLIER 11.5 INCH REGULAR z 3/16' PLATE LEGS �+ W PER IK3TLLIAMON WUlVAL 18.5 INCH EXTRA LARGE SCALE: AS SHOWN TYP Or 2 DRAWN YMW JOB 14: W03002B SHEET: 1 OF I SHEETS STEEL INSERTS S/8'xl-I/2' BOLT OR PLASTIC INSERT, 5/8'x2-1/2' BOLT EISMIC PIER A WITH HARDENED VASHER FOUNDATION Pit 36' MAX 1/4' PLATE SGP[ AOM 2E SPE bap ex SEISMIC PIER TYPICAL BEAM PER Not to Scate INSTDLLAOTION MANUAL C.P. SEISMIC PIERNI-PATENT #5595366 CONNECTION ELEVATION Not to Scale unT In crmr Lo n CD U') 0• Q U W J J Z 0 I- H Q 3 W H U Z o V) C(i W CO o 00 z Q 4 0-1 U00 Q .7 -(D :Dz O EC)I— U) CA W W C� W' In W U C\2 LL. W z NN 1-x.4 o z �+ W DATE: 04-28-03 SCALE: AS SHOWN DRAWN YMW JOB 14: W03002B SHEET: 1 OF I SHEETS RECEIVED ,I OCT ,LEGEND: 8M4 ' 'UUNTY Uf BUTTE ', , • • if EXISTING PROPERTY LINE _ - _-___�_-_— ; ((,, EXISTING CENTER LINE LANDpEVELUMVENTDIV A EXISTING EASEMENT UNE — — — — — — — — 'EXISTING ROAD ---------------- EXISTING FENCE ---x ---x ---x '---x — 1 , _ ►- _ (STING WATER VALVE a 684' __ _ - - ;EX �a -i+ MISTING ISTING JOINT POLE AND 'ANCHOR ' 3210 TREE , AS NOTED l DISTURBED AREA IS LIMITED I 1°, 1f I. TO BUILDING PAD; WATER, A ) PROPOSED LEACHFIELD AREA SEPTIC AND UG- UTILITIES, (j t PROPOSED WATER LINE ---v ---w ---v — AND DRIVEWAY NO MASS= PROPOSED B.S.L. GRADING IS TO OCCUR S� W& I +� PRaposw +000 m 1:, BUILDING SETBACK UNE _.._.._.._.._.._.._.._.._.._.._. _ ' PROPOSED (P.S.E.) . PUBLIC SERVICE EASEMENT I PROPOSED DRIVEWAY ti ONO I rl v _w _v _w v_w _w _w ((,,I PROPOSED BUILDING p I 2 N' PROPOSED STRAW WATTLE -W HOE v I •,� --•j, PROPERTY SLOPES GENTLY r ICOI ' FROM EAST TO WEST. APPROX. 5% GRADE. L CONTOURS APPROZIMATEDSTRAW WATTLE (FIBER ROLL) INSTALLATION NOTES: FROM COHASSET, CA uscs �> I STRAW WATTLES ARE TO BE PLACED IN A TRENCH - -PREPARED 2"-4" DEEP. -SOIL • CREATED -FROM -THE ;1A TRENCH SHOULD BE ,PLACED .ON THE' UPHILL SIDE 3200 i�.' i OF, THE WATTLE .TO' DISCOURAGE UNDERCUTTING AND I ` I EROSION OF THE WATTLE. THE -WATTLES CAN BE h STAKED ON BOTH SIDES WITHIN 6 "FEET; OF -EACH 684 V END,. AND EVERY 67_ ON ALTERNATING SIDES - I' _MR r COW M.2 'THEREAFTER;_ •WITH • 1',' X"-2" X 23" STAKES. -IN Pom To �LOCATIONS WHERE WATTLE ENDS MEET, A ,TIGHT i 'LOCATION MAP NT UTTE n� COUNTY - OCT 1.8 2004 ° 1-1'1h w� - : •DEVELOPMENT SERVICES F+ir �jq q •, 4 � � ,.�.� � r iJ� 1, • �•«L u�a A uo� �.• .rp. � � . JOINT, SHOULD BE ASSURED BEING CAREFUL NOT TO - -OVERLAP WATTLE ENDS. WATTLES SHOULD BE THE METHODS USED FOR BEST MANAGEMENT PRACTICES (BMPS) ON THIS PROJECT INSPECTED BEFORE A RAIN EVENT AND DAILY ARE AS SHOWN ON THESE PLANS AND AS FOLLOWS: F DURING EACH RAIN EVENT. WATTLES CAN BE 1. ALL EROSION CONTROL MEASURES SHALL CONFORM TO BUTTE COUNTY STANDARDS AND' ' REMOVED AND REUSED' IF NOT EXCESSIVELY SOILED ;;' EROSION CON L PLAN THE EROSION CONTROL.PLANS SHOWN ON. THE CONSTRUCTION DRAWINGS. = -' WHEN'CONSTRUCTION IS COMPLETE. FOR ' 2. INTERIM EROSION CONTROL MEASURES MAY BE NEEDED AND SHALL -BE INSTALLED ANTHONY.MILLER DURING CONSTRUCTION TO ASSURE ADEQUATE EROSION CONTROL FACILITIES ARE IN PLACE 40 CAMP, JOY ROAD AT ALL TIMES. - "CONSTRUCTION .NOTES: ' 1. STRAW WATTLES SHALL BE PLACED ON THE DOWNHILL BEINC A PORTION OF 3. ALL MULCH SHALL BE STRAW OR RICES. , SIDE OF ,THE BUILDING PAD DURING CONSTRUCTION AND ,• SHALL REMAIN, UNTIL BUILDING IS CONSTRUCTED. SEC 12, T 24 N, R 2 E, M.D.B. 8c Y 4. ALL SANDBAGS SHALL BE GRAVEL OR SAND FILLED BAGS UNLESS. SPECIFIED DIFFERENT. _ BUTTE COUNTY, CALIFORNIA _.. 2. STRAW WATTLES SHALL BE PLACED ON THE DOWNHILL (FREE 5. ALL SLOPES GREATER THAN 10% AND LESS THAN"50% .THAT ARE OF VEGETATION •SIDE OF,THE LEACH FIELD AREAS (AS SHOWN) BEFORE SHALL HAVE MULCH SPREAD PRIOR TO A 30% CHANCE OF RAIN. UNDERGROUND EXCAVATION BEGINS. A.P.N. 056-070-056 ` TOTAL AREA: 5.15 ACRES +/- 6. ALL ON SITE ROADS SHALL BE :PAVED OR';GRAVELED AS SOON :"AS FEASIBLE. 3: STRAW OR RICE MULCH" SHALL BE SPREAD OVER+LEACH ; ' BY FIELD AREAS AND BARE GROUND AFTER CONSTRUCTION 7. HAUL TRUCKS SHALL BE COVERED -WITH TARPAULINS OR OTHER EFFECTIVE COVERS AT UNTIL LANSCAPED. "Y THE ENGINEERING GROUP, INC. ALL TIMES. `: 1250 EAST AVE, SUITE 10 CHICO, CA 95926 ' 4.• STRAW WATTLES SHALL BE PLACED ON THE DOWNHILL PH: 899-0409 FAX: 899-0943 'TO 8:. PORTIONS OF THE CONSTRUCTION SITE REMAIN '•INACTIVE LONGER THAN, A PERIOD OF SIDE OF THE PROPOSED ROADWAY ' (AS _SHOWN) BEFORE �I 3i MONTHS SHALL BE SEEDED AND WATERED UNTIL GRASS COVER IS GROWN: �• : ' ..� CONSTRUCTION BEGINS AND SHALL REMAIN UNTIL GRAVEL' /del • r = `: ROAD 'IS CONSTRUCTED AND"APPROVED. 9. SEE ATTACHED CALTRANS BMP SHEETS FOR ADDITIONAL INFORMATION �;. MA: C: Land Projects/1285MILLER/128,5.dwg SEPTEMBER 27, 2004 SHEET I OF f COPY . ............ . 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