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Home My WebLink About047-680-040COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street. - Chico, CA - (530) 891 ' -2751 7 County Center Drive - Oroville, CA * (530) 538-7541 CORRECTION NOTICE un�s 0 / , 1'&3z19 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and shouli> corrected. Please notice this office when correction of ' work is completed If 0 h v y questions pertaining to this matter, or need additional explanation, - y please contact tt� �'Vficce -immediately. �,e P9 /0 P'(-- O'J6) (-,p 61'-/ - / 40 C Date — 1 01, Inspe6tor REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE Jll IV, OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immeddiatell 7 0 'C� Date — inspector Z" REV '10/92 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plin. Atlach.d Floor Plan Attached A10 Sent to S.D. —1 42-4 3 Av, 17- <� f0 —0 Owner 1-6cation AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well X Clearance for 4weQ;g. Other 2A'622-AA,,7g� V2Ie,-r,—,Z Hold final for: Final clearance O.K. for: NOTE: , � 5 - /5, a A r � /, e7- /,Y./ S-4 � - / F— 13-0,1 ' Environmental Health Specialist Date 8/96 1� t "Ol 71- r"`��7 COUNTY OF BUTTE BUILDING DIVISION DEPARTMEITTOF DEVELOPMENT SERVICES 411 Main Street- Chico, CA * (530) 891-2751 7 County Center Drive Oroville, CA - (530) 538-7541 CORRECTION NOTICE +C11 OWNER PERMIT NO. A routine inspection indicatesythat.the following violations of butte county Ordinances exist at the above address and shoul )'e c 0 rected. Please notice this office when correction -of work is completed. If you have an�(qust�ions pertaining to this matter, or need additional explanation, please contact this office mmediately. Date A Inspector -1)4--� REV 10/92 a E.H. USE ONLY Plot Plan Artachad Floor Plan Atta hod i Y.&.,Y Sent to S.D. MI) I TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance P',+e,�6c Ce�wg-K Z-,�-1 40 /4�2 i 0"m 1-941- '*'/ ion Owner Locat AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dvv . Other Xa,72e—, Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 .. . ,: � �x3••ti^.+ �� • ; r...-c�,:4'.,.r.-+i : ,,_ :.'r`^,:.. ; _7i1.7•. � �'.." ... .. t'�".�.-x i r+:,.�..s a �, ; ::�r: v �.:-s:... - r .. .-,.. BUTTE, COUNTY SCHOOLS.IMPACT FEE CERTIFICATION FORM /F (One form per Building) *�{� U ti School District Building Department No. A.P. Number U Jun' ion: city County Property CMmer Property Subdivision ( -44-A- / LA -Al/ J/ I W f W f -2 ILot No. ................................................................................................................... Residential Development Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # 's *(No foundation inspection); Commercial/Industrial Sq. Footage New Addition (Including Exterior R ofed Areas) Building Department Representative Date (Floor Plans reviewed by School District District Identification No. .On School District certifies that i C el Goi C,� , (Applicant) (Street Address) (Phone Number) ck SCO Cir 47592 4 (City) (State) JZip Code) has complied with the requirements of Resolution No. representing 20 )—square feet. School District Representative i Paid by Check # Remarks: 777 '06 by payment oft$ 11AB 2926 $ FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm L v BUTTSQCOUNTY PARKS DSVSIAPMSNT 'Pt$ CERTIFICATION FORM CHICO AREA RSC TION AND PARK DISTRICT — // - / Assessor Parcel, Numbeli(s ) OU 7 (f%�, / 9( fj Property Owner ,, Project Loca Subdivisions Restidd ntial Development: (check one) V New Development Alteration/Addition Mobilehome(s) Total Number of Dwelling Units Comment: lding Department Represent llo Date Chico //Area Reccrr�eation and Park District(CARD) certifies that (Applicant Name) (Phone Number) (Street Address) (City) (State) (Zip Code) _Non -Residential to Residential has complied with the requirements of Butte Co. Resolution No. 90-140 by ' pr payment for. dwelling units @ $1,189 for total payment of CARD Representative PAID BY CHECK NO. REMARKS: BANK N0. CA0- 4a6Z- lal PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fec (form revised 11/90) Date 'f DL fY.:c�l�liow B�utt�er; Goy,i Builo n- g? Dept . $11 Goldenrod --City of Chico Building Dept. whsr SPA WAU- SCHEDUL. (4inite Depth of Thickness Water, ft T. .Mches . 3.0 . 3.5 ; 6 8 4.0 UnN Weight -. 125 PCF y Expansive sou with slope: 4.5 10 5.0 10 Vertical Relnfomemtnt #3-- 12 Inch center. - NOTE: Crater wad 'ihieknon double eurtah 'reinforcement ren nforcement may be used if required for plumbing. whsr 11.0; ' • •, •, `.. _ - • - - FOR FREE NOT TO SCALE STANDING WALLS _ • UnN Weight -. 125 PCF y Expansive sou with slope: 2 11, 4 • - , 5` SEE NO TE 11 Equivalent fluid pressure'- 85 PCF Rankin equation assumed. t m 14 M expocervsll saodi day) onriirgncountend thei side cite bottom of the pool excavation ust (( A 1'-O" . 4 For house footings L - I.0 to 3.0 fLr' add 2.011. to depth if (h. depth hold 0.0 eat - be i consulted to determine N by to placement g n a M eondttbn Immedlo prior of u lie. moist 115 If slopes an greater than 2:1 or k slopes are •ncamtered In expon•lw sons with raised bond floor 15 7 2° 7 48 8 2' 7 7 {a 8 "0 3 3 0 3 3 0 3 3 0 3 3 0 3. 3 0 3 3 -floor 12". -C .W. . FOOTNOTES, TO: REINFORCEMENT & GUNITE. SCHEDULE D 'Can be used for a 1.0 fL raised bond boom for 'a 7.0 fL deep pod.-• Or any combination . 10 ,Can be used for a 2.0 ft, reload bond boom tot a 7.0 fL deep pool.-+ within the specified 111 7.0 ft des 1.-+ depth 8 Reinforcement steel shall meet ASTM A815-40. Lap splices shad All bonds shelf be sharp. U.B.C. s•ctione' 1907 and 1912 stall be used as'a guideline. _ bethat the defence from the Mende grout face to mbar Il+ould � 1 ExponsMa sod or max. 2:1 (horizoMat to veftdO elope with Kamal soil. . Can be used for a 3.0 ft. raised. bond boom for a pool p _; .. _1 Ccn bs a red far a 4.0 fL raised pond boom for a 7.0 ft, deep wool.-+ " 113 T T SCALE NO 0 S o c . _._- _ - wafs..!cr- 2:1 rney,- 3 ;6. Alternate Bore (�f of alternate bon, M tion fo d3 d 12' o e.) . Site condkion that requiro the use of a freestondinq WON usually involve sonstructlon of 16 McKee + '' pod on or nwr a slope. N the toe of the freestanding wan M within 10 teat of a slope, - � . unite this . t tg9, Thickness of Gunk. .(minimum panne thickness, S Cont(nw alternate reinforcement 1.0 it past end o1 rodiue, greater than 5:1 (horizontal to vertical) or if the excavation for the pod is not carried 8; be to determine In -c : v: ` 6 :Continue alternate reinforcement 2.0 ft. post and of radius. I - • tMoargh the .generoNy looser surface sons, the engineer should contacted writlng N a site specific soft Investigation is warranted. _ bsher placement of�'tq`� S. /cremate /4 ba may be substituted fa 2 alternate 3 bas. to a of shed be to the attention of the engineer before proce.diny. 120 Y the raised bond boom portion serves as o retaining wall for eo1, the raised portion dneuld be wed drained to prevent build-uupp hydfo•tatk pressures. 121 7..,ContWue alternate reinforcement 3.0 fL past end of radius., : 2- 3 8 Zbntinue onemate reinforcement 4.0 fL past end of radius..4 5r (MIN) 9 GENERAL° NOTES �10 �of PUN MI COMPLIANCE WITH 1997,UBC. - 1 Noal sod assumed to have the following propatles• A pressure redaf valve shaft be installed in pods located in areas when the 9raapnd orator tome rm E uNalent fluid sun- 35 pounds per cubic foot (PCf� or potential perched water instersects the pool during any period of city yIven year. F be In the lower outside comer of the bond beam Unit Weight - 120 PCF 11 Up to 2.Inch diameter pipe may placed Expensive soil. oseurt»d to flow the following, properties I. provided a minimum of 1.5 Inch clearance Is mointalned between the pipe and any pam Equivalent fluid pressure - 50 PCF , I reinforcement. - f ipe placed M ounite shun be wrapped with visqueen or heavy brown paper, . . ft (calory h the unit* L- 4 - fl3 DIAGGNALS ' • •, •, `.. _ - • - - FOR FREE NOT TO SCALE STANDING WALLS _ • UnN Weight -. 125 PCF y Expansive sou with slope: e%oilce� how minimump valve of 1000 sf, 91 for lnsetandi orad. 113 • - , 5` SEE NO TE 11 Equivalent fluid pressure'- 85 PCF Rankin equation assumed. t m 14 M expocervsll saodi day) onriirgncountend thei side cite bottom of the pool excavation ust (( A 1'-O" . 4 For house footings L - I.0 to 3.0 fLr' add 2.011. to depth if (h. depth hold 0.0 eat - be i consulted to determine N by to placement g n a M eondttbn Immedlo prior of u lie. moist 115 If slopes an greater than 2:1 or k slopes are •ncamtered In expon•lw sons with raised bond T SEE SPA WALL SCH. - 3 2.0 fl.) N footing parotlds pod axoavatlon, engineers addsquats ternpa support exists fa footing white sxcavabn is opetn. - For house footings L - 3.0 to 5.01L. odd 1.0 'fL to depth of pool. and ms, 4tne engineer should he contacted baton pr�c�dinq. 118 111nimuRt radius for wMI to floor transition b asfollows-, ldin Redlar•. fL f,rtn. Radius. ft. -m WAY EXPANSION JOINT VERT, REIN, SEE SPA H ' TYPICAL REINF. , C f 4 5 Gunn• Shan b• and aced occordinq to V.B.C. section 1022 Ad 508 prop Cement to oggrega e" t , i weiq�t. shad not be has than five to orNe. Gunits 28 -day compressive strength shall be 2000 poi or {treater: - * ' ' � renqq � M at haat 40 bar Alan tars. 5D! oth�iL 7DlRSh�1L 1 2.0 4.0 : . I 8.0 3.0 8.0+ 5.0 17 Ad Nectrio0l shun M rrecurey ground•4 before qunne M ptosed. i IGHT NICHE WALL SCH. 12". -C .W. . - 8 Reinforcement steel shall meet ASTM A815-40. Lap splices shad All bonds shelf be sharp. U.B.C. s•ctione' 1907 and 1912 stall be used as'a guideline. _ bethat the defence from the Mende grout face to mbar Il+ould � 118. An 'applicable state .and local laws and codec shod be followed. 19 condition not • tical covered M this Ian or unusual condWone enooutand during Any brought T T SCALE NO 0 S - � . -c : v: 7 8 _ bsher placement of�'tq`� S. /cremate /4 ba may be substituted fa 2 alternate 3 bas. to a of shed be to the attention of the engineer before proce.diny. 120 Y the raised bond boom portion serves as o retaining wall for eo1, the raised portion dneuld be wed drained to prevent build-uupp hydfo•tatk pressures. 121 : 2- 3 5r (MIN) 9 For areas when o ram fp� hos been •xcovated and II Is not compacted minimum 90 percent of the maximum dry density of the ASTM D1557 Com Test. relntorcerntent �of PUN MI COMPLIANCE WITH 1997,UBC. - BEND DOWN BOND BEAM -� should consist of #3 bar at 6 Inch. center, each way (both horizontal and'veticoQ. The extra horizontal reinforcement should extend a minimum of 3 feet past the sego of the romp 1 . BARS " SPA DETAIL excavation on either eider Minimum cover of 'gunito over the ninforesrment on the outside of TAILS '� FLOOR REINF. CON NOT TO SCALE the pool should be increased from 3 xo 4 Inches. . 13 BAR MIN. 1' FROM SPA TO POG . BEND AS SHOWN VERT. REIN. O CONTINUOUS, FOR ROCK SPACING SEE^SC ED, 5'MAX. / \ F1�HIGH SKIMMER ' NOT TO SCALE 2-#3 VERT. REIN. !!_ ROCK 7' MAX. 1-0 HIGH SEE NOTE 13, OR ENGINEERED FILL 24' MAX, tg SEE SCHEDUL COMPACTED TO AT LEAST 90% THE MAX. DRY DENSITY ACTED AST IN THE ASTM D1557 COMPACTED TEST 12" 1 4" T3-j4BARS 1 1 3 , 1 Y O.C. EACH WAY HORIZ. RIENF. J3, 12 C -C -RAISED NOTCHED BOND BEAM (ROCK) \- REOUIRED SECTION s.A Nf�!44 Exp: O ,2f1- 2- Office (530) 899 - 8445 Cont. Lic. # 718849 T2 SCHEDULE c, l CF Crit-` 1 ---I NEIL ANDERSON & ASSOCIATES.. INC, DESIGNED BY: Nie 0. Anderson FREESTANDING WALL DETAIL 22 N HousrOrf" LME DRAWN `e- R. Kki NOI 10 SME. " PLAN NOT VALID UNLESS BEARING LODI. CALIFORNIA 95240. , 1 SIGN{� URE ' TE 24 WC14 1992 REVISED: 9 .k1NE, I g1iB DA ORIGINAL STAMP AND T LO (2os)3s7-3701 PLAN 4 DRAWING i OF 1 v . .. ......... WON mommommoomm an hEv,fsloN,"*s cz C.'j 40- 75 o co ui 6, .. ........ . Qt 16 hEv,fsloN,"*s