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Home My WebLink About063-180-021U ♦ "�yrnp^` STY.' 1 rip, Cork County of Butte Oroville, California GENERAL CLAIM CLAIMANT: Barbara Walker ADDRESS: 4223 Keith Lane CITY & STATE: Chico, CA 95973 DATE OF CLAIM: 03/06/07 APR 0 2 2007 DEVELOPMENT SERVICES P)q Ll 0 11 5-/1/0) SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELA AMOUNT r Refund Claim - See attached calculation sheet �-APN: 063-180-02;1 Permit No.: 05-3335 PAID RETAINED REFUND Development Services $ 3,400.41 $ 1,371.16 $ 2,029.25 THERM DRNG $ - $ - $ _ SMIP $ 19.68 $ $ 19.68 SHR $ _ $ _ $ - SRA $ 95.00 $ - $ 95.00 TOTAL $ 3,420.09 $ 1,371.16 $ 2,143.93 :•...F. r...... . `:%+ '' ' ' ' < > :::if4Vv1Vc::::::::::::: B;iJ�DG7C:: 1OU'T :: .. :. YT . 101001 DVLPMNT SVC 440-001 42105001 $ 2,029.25 1011822 THERM DRNG 1800 280 $ - 1011298 SMIP 1001 280 $ 19.68 1011811 SHR 1800 280 $ - 101001 SRA 0100 4617240 $ 95.00 TOTAL $ 2,143.93 $ 2,143.93 1, trie undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. Dated this 6 day of.I �' ' 007, at , Calif. Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropri n or Specific Board Approval (Check one fort ame. Dated this 1 day of 2007, at Oroville Cal'rf. Department Head or Authorized Deputy Dept. SEE Exp. Code BREAKDOWN Code PAYABLE FROM FtlNr) DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT & SUB PROJ SUB. OBJ CLAIM NO. INV NO. INV. DATE ENCUMB. GROSS AMT. County of Butte Oroville, California GENERAL CLAIM NAME: Barbara Walker AnnRFCC• d99'1 Kaith I anP CITY & STATE: Chico. CA 95973 rinTr l 17 11I AIRA. n4/n7/n7 t, BUTTE COUNTY APR 0 2 2007 DEVELOPMENT SERVICES IMPORTANT: SEE INSTRUCTIONS ON REVERSE SIDE um I C- %jr % L�I-MV]. VINV I iv. SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE I DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELAY Reason: Will not be building house due to health issues APN: 063-180-021 Address: 13948 Andover Dr, Ma alia FUND CODE ACCT CODE CASH CODE AMOUNT ATR No. & Date: 93330 3/16/06 Sheriff Jail 1800 280 1011811 $ 257.00 Gen Gov Facilities 1808 280 101001 $ 599.81 Gen Gov Equipment 1810 280 101001 $ 276.64 Library Facilities 1825 280 1011826 $ 217.34 Library Materials 1825 280 1011827 $ 146.20 Library Veh & Equip 1825 280 1011828 $ 4.36 Roads & Bridges 1831 280 1011001 $ 1,206.78 Sheriff Facilities 1840 280 1011841 $ 282.39 Sheriff Veh & Equip 1840 280 1011842 $ 137.79 Fire Facilities 1851 280 1011852 $ 330.53 Fire Veh & Equip 1851 280 101853 $ 638.03 Processing fee DDS 0010 4617999 101001 Processing fee Auditor 050 4617998 101001 TOTAL $ 4,096.87 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. r Dated this L1 day of , 2007, at V Calif.-4- alif. ;I Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation ❑3r Specifi Board Approval [I(Check one) for the same. Dated this _� day of 2007, at Oroville C� Department Head or Authorized Deputy Dept. Exp. Code See Breakdown Code PAYABLE FROM DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT & SUB. PROJ SUB.OBJ CLAIM NO. INV. NO. INV. DATE ENCMB. GROSS AMT. & STATE: OF CLAIM: NUMBER: DATE: ISSUED TO: CHECK #: AMOUNT: PERMIT #: t REFUNDS: VERIFIED DETAIL BLDG Time OTHER BLDG dg SRA Inspection Fee re Sprinkler Plan Chk 40%, Inspec EFUND PROCESS FEE 3400.41 1371.16 2029.25 2029.25::' : ::::::::::::::::::::::::::::::::::: .......... .......... .......... 0.00 0.00 19.68 19.68 19.68 >::::::: >: ............. . 0.001 0.00 REFUND CALCULATION SHEET Barbara Walker 4223 Keith Lane Chico, CA 95973 03/06/07 APN: 063-180-021 RECEIPT INFORMATION RETAIN 449565 443316 443317 3/14/2006 12/30/2005 12/30/2005 Barbara Walker Barbara Walker Barbara Walker $6,124.82 $1,477.16 $109.98 05-3335 05-3335 05-3336 Fire ,711.96 LIND BREAKDOWN Title RETAIN REFUND BLDG THRM DRNG SMIP • • HER DEV FE 'FlRE;•'=. Fund 0010 1800 1001 1800 ,.0100 - xv Dept 44o-001 - HRM DRN (SMIP) (SHR) : (SRA); Accnt 4210500 280 280 280 4617240 Cash 101001 1011822 1011298 1011811 ff 101001 .......... ::. ............................... .......... ............................... .......... .......... .......... .......... ....... . .......... ........... .......... u PAID RETAIN REFUND 3180.45 0.00 .0.00 :':: ':.:.::.:.: ::::::::.:.::.: >:::::::` :.:.:.::::.:.:.:. 1272.18 1272.18 0.00 0.00 .......... :.:.......:.:.:...........:.............. ............................... ...................... ... ...... 1908.27 1908.27 1908.27 ................... ... .......... .......... .......... .......... .......... ::. ............................... .......... ............................... .......... .......... .......... .......... ....... . .......... ........... .......... 109.98 ::::::::::: .......... :::::::::::::::::::::::.......... ............................... . 109.98 109.98 109.98 43.99 65.99 65.99 54.99 -54.99 -54.99 ::::::::•:: • ::::::::::::::::::::::::::::::: L$ 3,515.09 I $ 1,371.16 I $ 2,143.93 I $,2,029.25 I $ - APPROVAL CHECK: $2,143.93 Date Reviewed 3/7/2007 DIFFERENCE: $0.00 Scott Rutherford (Should be blank) Chief Building Inspector $ 19.68 County of Butte Oroville, California GENERAL CLAIM NAME: Barbara Walker ADDRESS: 4223 Keith Lane IMPORTANT: CITY & STATE: Chico, CA 95973 SEE INSTRUCTIONS ON REVERSE SIDE DATE OF CLAIM: 03/07/07 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE I I DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELAY Reason: Will not be building house due to health issues APN: 063-180-021 Address: 13948 Andover Dr, Ma alia FUND CODE ACCT CODE CASH CODE AMOUNT ATR No. & Date: 93330 3/16/06 Sheriff Jail 1800 280 1011811 $ 257.00 Gen Gov Facilities 1808 280 101001 $ 599.81 Gen Gov Equipment 1810 280 101001 $ 276.64 Library Facilities 1825 280 1011826 $ 217.34 Library Materials 1825 280 1011827 $ 146.20 Library Veh & Equip 1825 280 1011828 $ 4.36 Roads & Bridges 1831 280 1011001 $ 1,206.78 Sheriff Facilities 1840 280 1011841 $ 282.39 Sheriff Veh & Equip 1840 280 1011842 $ 137.79 Fire Facilities 1851 2801 1011852 $ 330.53 Fire Veh & Equip 1851 280 101853 $ 638.03 Processing fee DDS 0010 4617999 101001 Processing fee Auditor 050 4617998 101001 TOTAL $ 4,096.87 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. Dated this day of , 2007, at Calif Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation ❑or Specific Board Approval r (Check one) for the same. Dated this day of 2007, at Oroville Calif. Department Head or Authorized Deputy Dept. Exp. Code See Breakdown Code PAYABLE FROM DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT & SUB. I PROJ I SUB.OBJ I CLAIM NO. I INV. NO. I INV. DATE I ENCMB. I GROSS AMT. County of Butte Oroville, Califomia GENERAL CLAIM CLAIMANT: Barbara Walker ADDRESS: 4223 Keith Lane CITY & STATE: Chico, CA 95973 DATE OF CLAIM: 03/06/07 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELAY AMOUNT Refund Claim - See attached calculation sheet APN: 063-180-021 Permit No.: 05-3335 PAID RETAINED REFUND Develo ment Services $ 3,400.41 $ 1,371.16 $ 2,029.25 THERM.DRNG $ - $ - $ - SMIP $ 19.68 $ - $ 19.68 SHR $ - $ - $ - SRA $ 95.00 $ - $ 95.00 TOTAL $ 3,420.09 $ 1,371.16 $ 2,143.93 ............ ............................................ ............ ::::: > «:'4:•:•;•;: .....»»: ............................................. ............................................. .lrtipwN ::«< :: .............. ::$[JllG: Y:::: .............. ............. .............. R COXJl�1T::::A1titM, ............. .............. ............. -1.:: 101001 DVLPMNT SVC 440-001 4210500 $ 2,029.25 1011822 THERM DRNG 18001 280 $ - 1011298 SMIP 1001 280 $ 19.68 1011811 SHR 1800 280 $ - 101001 SRA 0100 46172401 $ 95.00 TOTAL 1 1 $ 2,143.93 $ 2,143.93 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. Dated this day of 2007, at Calif. - Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation or Specific Board Approval (Check one) for the same. Dated this day of 2007, at Oroville Calif. Department Head or Authorized Deputy Dept. SEE Exp. Code BREAKDOWN Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT & SUB PROJ SUB. OBJ CLAIM NO. INV NO. INV. DATE ENCUMB. GROSS AMT. o�UTrFo Butte County Department of Development Services 0 o Building Division ]RUM _`r -_� , 7 County Center Drive COUNL IT oovN.�-t Oroville, CA 95965 MAR 0 2 2;7 (530) 538-7541 REFUND REQUESMLICATION REFUND POLICY - Butte County Code 3-41(t) 1. Refunds can only be made upon written request by the person who paid the fees, whose name is on the receipt issued for the fees paid. Any refund checks will be made payable to the name on the receipt. 2. The request must be made within two years from the date of fee payments on permits not issued, and two years from the date of permit issuance for permits issued - if no construction work has been done. 3. Filing fees and plan check fees for work plans checked are not refundable. 4. Fees paid to other County Departments are not covered by this claim. INSTRUCTIONS: Submit this application to Development Services for determination of refundable fees. A claim will be generated for any fees to be refunded and sent to the address below for signature (by the person whose name is on the receipt) and return CLAIMANT'S NAME:Pal - s CL r^G� ti MAILING ADDRESS. PHONE: ASSESSOR'S PARCEL NO.: .� �Q -.� - 00 O (Please use one claim form per permit.] BLDG PERMIT NO.: 3� Receipt No. 1 Receipt No. 2 Receipt No. 3 RECEIPT NO.: -� RECEIPT DATE: 12 �� n-4- RECEIPT AMOUNT:- -.1 REASON FOR REFUND REQUEST: 100 Check those fees which you wish to have considered for refund: OBuilding Permit Fees OSheriff Fees OSRA F es (CDF Fire Planning) ther (specify): Plans for cancelled permits will be disposed of within 10 working days upon submission of a Re uest for Refund. If you want the plans, you may ick them up prior to that time. -0-7 Sig ature Date K:/Forms/Refund Application 020 °�UTrF0 s Butte County Department of Development Service ° ° Building Division BUTTE ° COUNTY ° -rim _ ° 7 County Center Drive °MAR 0 2 i�'.i 7 (530) 538-7541 oV Nt Oroville, CA 95965 DEVELOPMEN r REFUND REQUEST APPLICATION REFUND POLICY - 1. Refunds can only be made upon written request by the person who paid the fees, whose name is on t he receipt issued for the fees paid. Any refund checks will be made payable to the name on the receipt 2. The request must be made within two years from the date of fee payments on permits not issued, and two years from the date of permit issuance for permits issued - if no construction work has been done. 3. Filing fees and plan check fees for work plans checked are not refundable. 4. Fees paid to other Countv Departments are not covered by this claim. INSTRUCTIONS: Submit this application to Development Services for determination of refundable fees. A claim will be generated for any fees to be refunded and sent to the address below for signature (by the person whose name is on the receipt) and return CLAIMANT'S NAME N `-� MAILING ADDRESS Plans for cancelled permits will be disposed of within 10 working days upon submission of a Request for Refund. If you want the plans, you may pick them up prior to that time. JA d� Signature K:/Forms/Refund Application 03 D3 DC�� 0 7 . w. Date DRESS: Y & STATE: TE OF CLAIM: NUMBER: DATE: ISSUED TO: CHECK #: AMOUNT: PERMIT #: tREFUNDS: VERIFIED DETAIL BLDG Time 109.' Barbara Walker 4223 Keith Lane Chico, CA 95973 03/06/07 APN: 063-180-021 RECEIPT INFORMATION 449565 443316 443317 3/14/2006 12/30/2005 12/30/2005 Barbara Walker Barbara Walker Barbara Walker $7,711.96 $6,124.82 $1,477.16 $109.98 05-3335 05-3335 05-3336 Fire Sprinkm Yes No Yes No Yes No X X X X X X REFUND BREAKDOWN Title Fund Dept Accnt Cash BLDG 0010 440-001 4210500 101001 THRM DRNG 1800 rHRM DRN 280 1011822 AUD SUSP 1001 (SMIP) 280 1011298 HER DEV FE 1800 (SHR) 280 1011811 _', AFIRE - 0100 (SRA) N, 4617240 101001 MP4 PAID RETAIN REFUND s 3180.45 :::::::::::: ': ': >:: .......... :::: ::::::::::::::::::::::::::::::::::: >::::::::: ............................... ::::::::::::::::::::::::::::::: »:::::: ': ............. I o.o0 0.00 1 1272.18 1272.18 0.00 0.00::: 1908.27 1908.27 1908.27 BLDG FEES OTHER BLDG Bldg SRA Inspection Fee t 109.98 109.98 109.98 Fire Sprinkler Plan Chk 40%, Inspec 60% 109.98 43.99 65.99 65.99 REFUND PROCESS FEE • 54.99 5499 -5499 -5499 APPROVAL Date Reviewed Scott Rutherford Chief Building Inspector 3400.41 1371.16 2029.25 2029.25 < >: >: .......... .......... .......... ............................... .......... .......... .......... 0.00 0.00 ..................... 19.68 19.68 19.68: >:::•::::: »> 0.00 0.00::: 95.00 $ 3,515.09 $ 1,371.16 $ 2,143.93 $ 2,029.25 $ - $ 19.68 $ - $ 95.00 CHECK: $2,143.93 3/7/2007 DIFFERENCE: $0.00 (Should be blank) County of Butte Oroville, California GENERAL CLAIM NAME: Barbara Walker ADDRESS: 4223 Keith Lane IMPORTANT: CITY & STATE: Chico, CA 95973 SEE INSTRUCTIONS ON REVERSE SIDE DATE OF CLAIM: 03/07/07 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE I I DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELAY Reason: Will not be building house due to health issues APN: 063-180-021 Address: 13948 Andover Dr, Ma alia FUND CODE ACCT CODE CASH CODE AMOUNT ATR No. & Date: 93330 3/16/06 Sheriff Jail 1800 280 1011811 $ 257.00 Gen Gov Facilities 1808 2801 101001 $ 599.81 Gen Gov Equipment 1810 280 101001 $ 276.64 Library Facilities 1825 280 1011826 $ 217.34 Library Materials 1825 280 1011827 $ 146.20 Library Veh & Equip 1825 280 1011828 $ 4.36 Roads & Bridges 1831 280 1011001 $ 1,206.78 Sheriff Facilities 1840 280 1011841 $ 282.39 Sheriff Veh & Equip 1840 280 1011842 $ 137.79 Fire Facilities 1851 280 1011852 $ 330.53 Fire Veh & Equip 1851 280 101853 $ 638.03 Processing fee DDS 0010 4617999 101001 $ 50.00 Processing fee Auditor 050 4617998 101001 $ 50.00 TOTAL $ 4,196.87 I, the undersigned, declare under penalty of pedury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. Dated this day of , 2007, at Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation Cor Specific Board Approval C (Check one) for the same. Dated this day of , 2007, at Oroville Calif. Department Head or Authorized Deputy Dept. Exp. Code See Breakdown Code PAYABLE FROM DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT & SUB. I PROJ I SUB.OBJ I CLAIM NO. I INV. NO. I INV. DATE 1 ENCMB. I GROSS AMT. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMI•T APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530)'538-7636,�-CHICO:(530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF-APPLICATI N .� "PLEASE PRINT CLEARLY" OWNER Last Name C �(' �� i t me 1 Address City \ \ State Zip Phone Fax E-mail CON , CTOR Name Wyl , Address O G city irs Star p. Zir,.' "�'i Fall S— 3n E-mail N Ong Licrlt •� L E-mail 11 AP,PLICANX,21GNA TRE X L�4 For office use only: ARCHITECT/ENGINEER Name Flood Zone Address r O� Y"1' City I No State Zip Phone Map Book Fax E-mail Planner State License Number AP,PLICANX,21GNA TRE X L�4 For office use only: APPLICANT NAME Name Flood Zone Address SRA City I No State Zip Phone Map Book Fax E-mail Planner AP,PLICANX,21GNA TRE X L�4 For office use only: Zoning Property AP s /— 12 a Flood Zone Cross Street SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. } BIN # LOCATION / / /,, AP# /II,(l/ ! U (/ J G� Property AP s /— 12 a Cross Street WORKER'S COMPENSATION Policy Number C,�rrier If hiring anyone other than license contractors, a certificate of worker's ,compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address scri tion or Scope of Work: SID ('lSTC r", q. Foota e Nre Built without Permits ed Change of Occupancy previous use): E 'I I OF APPLICATION Appli do which a permit has not been issued will expire one ear aft o e da of application. In order to renew action on an app icatibn afteation, a w application, plans and fee will be required. REQUEST FOIREF\check Refunds can only a ritten request by the person who paid the fee. The req ade prior to the expiration of the permit and no construas been done. Filing fees, plan check fees for work pld other department costs are not refundable. Received b Amount: — "< Bldg /u SRA Receipt #: %Ja�f�� Sheriff SMIP Other Date: OVER FOR SUBMITTAL REQUIREMENTS otal KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 6-16-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order'to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BEACCEPTED. ALL PLANS MUST BE,; LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed 2 Energy compliance design and supporting documentation (if required). calculations.' ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. f� ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required fpr additions to triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. mobile or modular homes) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required).' ❑ 7. Detached Accessory Building Form, filled out by the property owner (if rogduired). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in. triplicate, (D) Floor plans in triplicate, All of these must be stamped, and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ► ` ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! , ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND.2 sets of stamped and signed calculations, If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). N ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. r ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 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 www.buttecounty.net/dds OWNEA2: /�l/'�4 „�i�Y� ASSESSOR PARCEL NUMBER a5 - IM Proposed Building Use: Permit Technician: Date: () �J Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 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 in duplicate. ❑ 7.',Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material form. - ❑ 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable l� 15. Fire Sprinklers ❑ 16. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office ❑ 17. Soils Report and/or Engineered Foundation required. ❑ 18. Erosion Control Plan Required. ❑ 19. Fees as shown on the attached Schedule of Fees Due Sheet. ❑ 20. City of Chico Plumbing permit. ❑ 21. Site plan and business license approval from the City of Biggs. ❑ 22. California Department of Forestry plan approval ❑ paid. ❑ 23. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 24. Contact Land Development about _ Improvements, _Drainage. ❑ 25. Fire Marshall Review (commercial projects only). ❑ 26. NPDES Form ❑ 27. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 28. Contractor's license information. (Number, Name Style, Classification). ❑ .29. Worker's Compensation Carrier and Policy Number. ❑ 30. Owner -Builder Verification (_ Given to owner, _ Mailed to owner). ❑ 31. Letter of Signature authorization. ❑ 32. Recorded copy of Agricultural Acknowledgment Statement. ❑ 33. Existing violations and/or expired permits. ❑ 34. Deed Restriction. ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ❑ 36. Other: ❑ 37. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees, and other department costs are not refundable. Original -Applicant K/Building/Plan Check/Data Sheets/data sheet page 19.27.05 ,►. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION f ' 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET r r p /��F- �jZ- l ASSESSOR rWCEL�ER ��\>a��6 Q Z" Proposed Building Use: Permit Technlitia_n \ Date: Y7/30 l(� 5� Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to a ply. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 0 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ Energy compliance design and supporting documentation in duplicate. ❑ 7�,statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, 'ncluding marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bld s. (A) Metal Bldg Plans, (B)177pl ns and,,calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these ❑ 10. Flood ElevatioiKertii ❑ 11. Hazardous MaterlahE ❑ 12. Acknowledgement of ❑ 13. Other wet -stamped andssf6ned'ih jduplicate. clearances. Remaining items needed to issue the perm tx`May require addditio6al-plan reviev upon receipt of the following items.) ❑ 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable 15. Fire Sprinklers... .............................................................. .................... ❑ 16. Agricultural Buffer clr and site plan apr fro the Ag Commission'�r Sent by ❑ 17' Soils Report and/or Engineered Foundation required...... ........................... ❑ 18. Erosion Control Plan Required ........................... ......V ..... . ❑ 19. Fees as shown on the attached Schedule of Fees .ue Sheet ..............:..... �.... ❑ 20. City of Chico Plumbing permit...............................................................�...... ❑ 21. Site plan and business license approval from the City of • iggs ..........................� ❑ 22. California Department of Forestry plan approval ❑ paid. nt by: ............. ❑ 23. Planning approval for (A) Use: (B) larking: (C)arcel Check: ........... ❑ 24. Contact Land Development about _ Improvemynts; ._ Drainl ❑ 25. Fire Marshall Review (commercial projects only). Sent bye __ -- ❑ 26. NPDES Form ................. i.;. ❑ 27. Encroachment Permit for drivewa roan the Public Works C ❑ 28. Contractor's license infor tion. (Number, Name Style, CIE ❑ 29. Worker's Compensation Carrier and Policy Number„51...... ❑ 30. Owner -Builder Verification Given to owner, _Matte t ❑ 31. Letter of Signature authorization ................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement. ❑ 33. Existing violations and/or expired permits.z..................... ❑ 34. Deed Restriction .......................... .....�L�`' . ❑ 35. ❑ Legal description, ❑ M.H. Title, title search! egistration ❑ 36. Other: ❑ 37. Other: When issued Telephone o owner)..!....... ........... fir ............... orMCO ................... and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, as advised of the abo e d to by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: ITT Date: 0 L Plans approved by: - Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 NButte County Department of Development Services. e raF' ARS k V ® T E S 7 County Center Drive, Oroville, CA 95965 (530) 538-7601 - vnvw.buttecounty neUdds �couNty RESIDENTIAL . AP N: X063-180-021-�,,�...,;..u,,-----_-- . 05-3336 WALKER, DENNIS Owner ,' PARCEL 2 CHRISTINA RD, FOREST Site Address: ! RANCH Cont: W.F. SQUYRES, JR Contractor. FIRE SPRINKLER BP05-3335 Type of Permit: CHECKED BY SRA FLOOD CERTIFICATE EQUIRED IRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINALED: SIGNATURE: = OK MANUFACTURED HOMES MISCELLANEOUS DATE I PERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrrics-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat ❑ or LP❑ Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Cirncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs Q Foundation Q 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE D E C K S'C O V E R S'C A R P O R T S `GARAGE S 1 Zoning -Setbacks -Easements 2 Ftgs; Soils-Sz-Dpth-Spacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Encisrs 6 Carports; Wndws-Doors 7 Electric ' B Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls °'o °� °�• °� DATE IPOOLS 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w15' Crcltng Eqp-Pool Ightg Boxes -En cis rs-pniboards-insultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test ' 11 Lt Niche 12 Encisr; Fencing -Alarms 13 Bonding, Diving board or Slide Pool Drawing = OK 0 = Not OK RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR DATE PLUMBING 1 ZoningSetbacks-Easements-Flood-Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test, First fir -Tub Acc 5 Stemwalls Main; Steel-Blockouts-Wrapped 57 Test Tub & Shwr, 2nd fir - Tub•Acc 6 Stemwalls Garage; Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 69 Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frpic Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgmd DATE M E C H A N I C A L 13 Plenums & Ducts; Cirnc-MaterialSupport-Insultn 61 AC Ducts Insultn & Support 14 Girders-Sills-Anchr BoltsJoists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16. Insulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic 0 DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE IFINAL 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Walls over Girders & fir Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-Cirnc-Comb, Air-Cnnctr 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs In Garage; abv-fir-Ducts-Mech Prtctn 22 Headers & Beams-Sz & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctns 70 GFI & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg 71 GFI Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 72 Elec Trim & Subpnl, Breaker Sis & Labels 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frpic or Stove, Cirnc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Cirnc 30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 78 Garage Fire Door; Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc Mech Prtctn; LPG Appince Undr House 3" drain 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 81 Plmb; Elec & Mech Eqp Listed for Loctn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnis 83 Insultn-Foam-Looked in Attic 38 Insultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Cirnc Drnge Planters E]Yes 0 No 87 Stucco Brown -Finish °'• 0 °'" °\\c 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frpic-Cirnc to Opngs DATE JELECTRICAL 90 Wtr Well, Dscnnct, Elec, Plmb 40 Fxtr & Trnsfrmr Clmc4ns Prtctn 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntltn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous Inspctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Grndng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-CIO to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz ga ❑ CU or AL 98 Address Posted AC Wire Sz ga ❑ CU or [:DAL 99 Fire Sprinkler 48 Range Circ ga ❑CU or El AL Oven Circ ga QCU orQAL Insulated Neutral ❑ Yes ❑ No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector 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. 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 the Business and Professions Code, and my license is in full force and effect. / ^� 16 License Class: License Number: Date: 1-0S Contractor: W S Q N N frS 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 permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($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 Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does 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.). .- ❑ I am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy #: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions.. 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 This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions to do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By -k _ -- _-_ .__ Date: - Address: PERMIT EXPIRES ON: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. 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 the 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 any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. `�'. .11 Print Name: \Y 1 c%'V" � G %A SA f �S r Signature: Date: 1 2 - 2 ® J 13 Owner Jl�Contractor 0 Agent for Owner O Agent for Contractor Z BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP053335 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. 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: 03/14/2006 APN: 063-180-021-000 the Business and Professions Code, and my license is in full force and effect. License class : License Number: Site Address: 4723 CHRISTINA DR FRN Date: Contractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: NSF(2500)GAR(1047)COV(574) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior . Owner: WALKER, DENNIS R. & BARBARA J. to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 4223 KEITH LN 7000) of Division 3 of the Business and Professions Code) or that he or CHICO CA 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 95973 applicant to a civil penalty of not more than five hundred dollars ($500).): (530) 343-9010 (530) 893-1685 babschico@alo.com I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: WALKER, DENNIS R. &BARBARA J. such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 4223 KEITH LN year of completion, the owner -builder will have the burden of CHICO CA proving that he or she did not build or improve for the purpose .of sale.). 95973 ❑ 1, as owner of the property, am exclusively contracting wi .th (530) 343-9010 (530) 893-1685 licensed contractors to construct the project (Sec. 7044, Business babschico@alo.com and Professions Code. The Contractors' State License Law does 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.). Contractor: ❑ 1 a Exe pt under Article 3 of the Business and Professions Code Date/t'gowner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the License #: Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Engineer: MCGHIE, ROBERT D. Carrier: _ Policy #: I certify that in the performance of the work for which this permit.is Total Square Ft: 4121 S. F. 160 issued, I shall not employ any person in any manner so as to Valuation: $196,812.00 become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, I shall / forthwith co ply those provisions. (�I/ 1w'th i 3 Q Date: —L / �% S6 1 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 This permit' ereby issue rider the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resoluti s to do work' dicaled ove=ichhave been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) By: Date: Name: PERMIT EXPIRES ON: .---O Address: (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19627.5 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 the 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 any official form or document of Butte County. I hereby authorize repre alive or Butte County to enter upon the above mentioned property for inspection purpose Print Name: 1 `P,—. Signature: I ( o Date: Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner WALKER, DENNIS & BARBARA APN No: 063-180-021 Application Date 12/30/2005 Permit No: BP 05-3335 Permit Type: NSF W/ATTACHED GARAGE 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $3,180.45 Plan Check portion of Permit Fee $1,272.18 $1,908.27 Balance of Building Permit Fee 2 FEMA Res Flood Elevation Review $109.98 0 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 95.00 (State Responsibility Area) Building Inspection $109.98 $109.98 - $204.98 NON-REFUNDABLE portion of fees due at application $1,367.18 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $1,477.16 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT $6,124.82 RECEIPT DATE Tech/Asst 443316 12/30/05 Tammie k L(9 sb5_ "3-/L/ O�� 4 Balance of Building Permit Fees (from No. 1 above) $1,908.27 5 SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) $19.68 6 Additional Plan Check Fees (NON-REFUNDABLE) 7 Other*: 7a Other*: 8 IMPACT FEES - RESIDENTIAL* Per Dwelling Per Dwelling Per Dwelling Applications After 2114/05 u SFD x MFD ,r MH County 1 4096.87 3071.14 3117.43 Chico Urban Area 5372.09 3995.45 4889.56 1 /n) QVC EI Medio Fire District 3128.31 2297.77 2326.36 �ldH North Chico Specific Plan 1 C((///"' SR -1, SR -3, SR-1/PD 7938.531 6757.081 7633.49 �Jc R-1 8031.53 6850.08 7726.49 1 ° R-2 7541.531 6360.08 7236.49 R-3 6780.531 5599.081 6475.49 RECEIPT DATE Tech/Asst Processing Fee is automatically added to impact fee total 1 $100.00 $4,196.87 9 WATER TENDER FEE (Not collected when impact Fees Applicable) Enter Bat.# $200,00 DRAINAGE FEES* 10 10a 11 11a CHICO STORM DRAINAGE MASTER PLAN 770 Butte Creek $7,736 RECEIPT DATE Tech/Asst 771 Comanche Creek $8,069 New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 772 Little Chico Creek $8,792 773 Big Chico Creek $6,596 774 Lindo Channel $8,139 775 SUDAD Ditch $6,975 776 Mud -Sycamore Creek $6,070 777 PV Ditch $8,603 More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW THERMALITO DRAINAGE AREA 1 $652 Maximum Per each new living unit on existing lots where full drainage fees have not been paid Temporary Dwelling 1 $130 At time of building permit $130 annual renewal fee for first 4 renewals. Not to exceed $652. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* 12a RECREATION DISTRICT FEES* Chico Unified School District 062 Ir -A1.66 At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: I J,/�y,�,�,,,n /a I% _ Date: 42 ZE��C�S" Pursuant to Government code Section 66020, you are ereby notified those Items followed by an "*" may have been imposed bn—your project. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 121205 0 ll 0 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION **PLEASE PRINT CLEARLY** ' OWNER Last .Nam I f� w First Na e R Address 2 I (i L,(,(/ �{- City Stat Zip Pho O Fax E -mai -m t APPLICANT SIGNATURE Kj W a4z4--- t:::j ' . -- Lor office use only: Zoning % m _ Flood Zone 41SRA es No Occ. Type Const. Subdivision ame Map Book Page Lot # planner Date Approved: WER FOR SUBMITTAL REQUIREMENTS '•l�nonnCl�l ul nikl!] C/'1D�AC1RtrInAnnLCnhRnmfe `inn Pana � of PERMIT NO. BP 131 LOCATION CONTRACTOR Name I f� w Address -------------V) � Cih' City Stat Zip � 3 Pho E -m ' Fax �'.t. 5 -m t L. 18 1951 Lic. # Class APPLICANT SIGNATURE Kj W a4z4--- t:::j ' . -- Lor office use only: Zoning % m _ Flood Zone 41SRA es No Occ. Type Const. Subdivision ame Map Book Page Lot # planner Date Approved: WER FOR SUBMITTAL REQUIREMENTS '•l�nonnCl�l ul nikl!] C/'1D�AC1RtrInAnnLCnhRnmfe `inn Pana � of PERMIT NO. BP 131 LOCATION ARCHITECT/ENGINEER Name I f� w Address ZiV, Address D City State ip S�JZ "I Pho e Fax k E -m ' xState License Number L. 18 1951 APPLICANT SIGNATURE Kj W a4z4--- t:::j ' . -- Lor office use only: Zoning % m _ Flood Zone 41SRA es No Occ. Type Const. Subdivision ame Map Book Page Lot # planner Date Approved: WER FOR SUBMITTAL REQUIREMENTS '•l�nonnCl�l ul nikl!] C/'1D�AC1RtrInAnnLCnhRnmfe `inn Pana � of PERMIT NO. BP 131 LOCATION APPL/ ANT NAME Name I f� w Address ZiV, Lh D Carrier _p LENDING AGENCY tjEL Address APPLICANT SIGNATURE Kj W a4z4--- t:::j ' . -- Lor office use only: Zoning % m _ Flood Zone 41SRA es No Occ. Type Const. Subdivision ame Map Book Page Lot # planner Date Approved: WER FOR SUBMITTAL REQUIREMENTS '•l�nonnCl�l ul nikl!] C/'1D�AC1RtrInAnnLCnhRnmfe `inn Pana � of PERMIT NO. BP 131 LOCATION AP# o rty Address City Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address escripti n or Scope ofWork: r Q Sq. Footage Q 5O ❑ Structure Built without Permi s ❑ 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: A M Receipt #: �.� I Ip Vl LI -30-0E nt/. � r% �. 1 - -81dg SRA Sheriff SMIP �j Other � , —1 S / 1 Total 11 /' � c,�p/d/l��C�L"` � jI l\ Q 3 ! —1 a � - _ I ! I __ �. ,. AND ::'HEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 10 -Mar -2006 2006-0012298 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: Date ` PROPERTY OWNERS: ( k 2r State of California County of On. 2// before me, Z); l C/ 0% personally appeared,,/)CR_l,(_).'� /P' lc>�1, P ' personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my ha�a db �c�a seal. Signature C/C Seal: W.Z.J. BROWN COMM. 1595905 A.P. # Q NOTARY PUBUC-CALIFORNIA MUNTY Of BUTTE Cer"i. Expins Jury 20, 2009 ` Order Number: 0401-1712373 REXHIBIT LEGAL DESCRIPTION Real property in the unincorporated area of the County.of Butte, State of California, described as follows: PARCEL L• f PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 17, 2004, IN BOOK 163'OF MAPS, AT PAGE(S) 10, 11 AND 12. RESERVING THEREFROM AN EASEMENT FOR INGRESS AND EGRESS, STORM DRAINAGE, PUBLIC UTILITY AND WATERLINE,'AS SHOWN ON SAID MAP. PARCEL II: AN EASEMENT FOR INGRESS, EGRESS AND UTILITY PURPOSES, AS SHOWN ON•THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 1, 2000, IN BOOK 149 OF MAPS, 36. AT PAGE(S) 34, 35 AND PARCEL III: AN EASEMENT FOR INGRESS AND EGRESS, STORM DRAINAGE, PUBLIC UTILITY AND WATERLINES OVER PARCELS 1, 3 -AND 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA; ON DECEMBER 17, 2004, IN BOOK 163 OF MAPS, AT PAGE(S) 10, 11'AND 12. APN: 063-180-019-000 (portion) Mid Valley Tde & Escrow Company COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BU11 NG DIM V 33� 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER:ASSESSOR PARCEL NUMBER C/f J "Zm) -lj Proposed Building Use: /y�T Permit Technician: �'f� v Date: /CQ Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. �rg' 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. 6 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. :9 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. T- 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or Ind plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form 12. Acknowledgement of building permit application without required clearances. ' ❑ - 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable 15 ire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑ 18. Erosion Control Plan Required........................................................................ 9 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit...................................................................."" ❑ 21. Site plan and business license approval from the City of Biggs .............................. 122. California Department of Forest plan approval aid. Sent by: ............. © yN, 23. Planning approval for (A) Use: �(B) Parking: (C) Parcel Check: ............_ ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... Q26. NPDES Form............................................................................................. T`27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... 30. Owner -Builder Verification ( elGlolven to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... 32. Recorded copy of Agricultural Acknowledgment Statement.....4456i- 33. Existing violations and/or expired permits......................................................... 0 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone. _ 771 S and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant:�gn,n w i1. �1�.� Q�/k Date: ZgI3 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required_ Iq . 22 Contractor, designer, owner, was advised of the ab&e data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner a advised of the above d to by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: 6 Plans approved by: !J( _ Date: Structural reviewed by: Date: Structural approved by:-' Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 E.H. USE ONLY Rot Ran Attached Floor Ran Atnached�— sard to B.D. TO: Building Departrgen-- / /C FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Locati n AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well ti Clearance for dwelling. Other final Final clearance O.K. for: NOTE: ` l 6 � Sr Environmental Health Specialist Date 8/96 `k. ti BUTTE COUNTY SCHOOLS IMPACT.FEE CERTIFICATION FORM (One form per Building) School District0�il(. o % t �� Building �jvy 111. l/I 1 n9 �Partment No. � J A.P. Number ��/ OJ� Do� Jurisdiction: City ®County Property Owner Property Location/Address Subdivision Lot No. ........................................................................................ Residential Development 0 Q Q Q € Sq. Footage_5�� No of Living Mobile Home Addition/ 'Supplemental to (Group. R) Units Installation Conversion Permit # .(No foundation inspection) E........................................................................................ Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Q Q Sq. Footage New Addition (Including Exterior RRoofed Areas`) —1616 67 4 B ilding Department Representative Date District Identification No. School District certifies that (Applicant) (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No A by payment of $ representing V square feet.B 2926 $ tULL MITIGATION $ 3/.3 School District Representative Date Paid by Check # Remarks: /l Nodce: 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 tha date fees are paid. Failure to submit a timely written protest will prohibit you from challenging am ImposMon of the fees In any court action. N, subsequent to the School District Representative signing thls 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 rnldgate Its Impact on the school districts schools. White (school district), Yellow (building department), Pink (applicant) feeform.xis (305)d w Redwoods to Roses ?free Service Daniel J. Gibson • Certified Arborist # WE -1292A 3020 Rock Creek Drive • Chico, CA. 95973 California Contractors Lic. # 756075 Phone and FAX (530) 343-3079 Cell Phone (530) 864-5001 Dennis Walker September 25, 2005 4223 Keith Lane Chico, CA. 95973 Subject: Arborist Report for APN - 063-180-021 On September 24, 2005 1 arrived on the above property located on the upper parcel of Christina Drive in Forest Ranch. I was asked to inspect the property for mature Oak trees located in any area proposed for buildings and vehicular access. I have reviewed the documents that were presented to me, including the parcel map and the proposed areas of development and do not find any Oaks within the areas proposed for development. There is only one mature Oak outside the proposed areas but no impact to the health of that tree should occur if development is restricted to the current design. The areas had been cleared of all vegetation and graded prior to my arrival, but it is my understanding that the parcel was sold to Mr. Walker in that condition. At this time, I do not see a need to have the existing mature Oak tree protected since it is well outside of the proposed developed areas. Dan Gibson Certified Arborist # WC -1 292-A 1 � ' 1 � - i i l - i 1 � ' 1 � - i i l - r l r � Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION' * BUILDING " PLANNING February 7, 2006 Dennis Walker 4223 Keith Lane Chico, CA 95973 Subject: Building Permit 05-3335 (APN 063-180-021); New Single Family Dear Applicant/Representative: The Butte County Department of Development Services, Planning Division, ,has reviewed the submitted permit application, and requires. the following revisions to . your site plan, or information in order to continue the review (this may be for notification purposes, please see below): ❑ Creation Deed ❑ Site Plan Resubmit — Follow Requirements ❑ Erosion Control Plan ❑ Setback Conformance ❑ Watershed Protection Zone ❑ Front Yard ❑ Cohasset Specific Plan ❑ Side Yard ❑ Subdivision Map Note ❑ Rear Yard ❑ Off -Street Parking; Development Standards ❑ Special Setback or Parcel Limitation ❑ Parking for Specified Use ❑ Federal Aid Road/Arterial ❑ Lot & Landscaping Requirements ❑ Easement ® Oak Tree Plan ❑ Subdivision Map Condition/Note ❑ SRA Setback* ❑North Chico Specific Plan — Erosion Control ® Fire Sprinklers* ermit: 05-3336)y Notification Only — No Action Required LJ Other: o C)_'_J` -S • mare sprinklers, and the J'KA setback, are not requirements for the Planning Division approval, and this notification is for informational purposes, however it may be requiredfor the issuance of a buildingpermit. The requested information, or notification, is described on the included hand-outs. You will also be given some brief direction, on the following page, of how the information should be submitted or returned to the County. Should you have further questions please contact me between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7603, or the appropriate Department/Division identified in the hand-out. Sinc ely, Chris Tolley Assistant Planner Oak Tree Plan An oak tree plan is required because the property is part of a parcel or subdivision map, or another type of discretionary permit approved by the County. Before approval of the discretionary permit, the property was identified as having a significant amount of oak trees. This County and others are required to mitigate for loss of oak woodland habitat, which is commonly done through a oak tree plan. The purpose of the plan is to protect existing oak trees and oak woodlands, and to replace those trees that have been removed. The County requires that the plans be prepared by a certified arborist, and to the standard indicated within the note. Please resubmit the plan to the Planning Division at: Department of Development Services Planning Division 7 County Center Drive Oroville, Ca 95965 Mitigation/Condition Notes: ❑ A plan of existing on-site mature oak trees, located in any area proposed for building and vehicular access, shall be provided to and approved by the Planning Division prior to the issuance of Building Permits and/or prior to grading or vegetative removal. The applicant shall minimize the removal of mature trees, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet fro the ground level. Mature trees removed shall be replaced on a 3 -to -1 ration, utilizing existing oak tree stock. ® A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature oak trees located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be submitted for review and approval by the Planning Division prior to the issuance of buildings permits and/or prior to grading or vegetation removal. The removal of mature oak trees shall be minimized, where possible. A mature tree shall be identified as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature oak trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each oak tree io be preserved shall be surrounded by a circular zone (minimum 40 -food radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. NOTES: 1. THIS SHEET SHOWS ADDITIONAL INFORMATION, IS FOR ADDITIONAL INFORMATION ONLY, DESCRIBING CONDITIONS AT THE TIME OF FILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. 2. DUST GENERATED BY THE DEVELOPMENT ACTIVITIES SHALL BE KEPT TO A MINIMUM WITH A GOAL OF RETAINING DUST ON THE SITE. FOLLOW THE DUST CONTROL MEASURES LISTED BELOW: A. DURING CLEARING, GRADING, EARTH MOVING, EXCAVATION, OR TRANSPORTATION OF CUT OR FILL MATERIALS, WATER TRUCKS OR SPRINKLER SYSTEMS ARE TO BE USED TO PREVENT OUST FROM LEAVING THE SITE AND TO CREATE A CRUST AFTER EACH DAY'S ACTIVITIES CEASE. B. DURING CONSTRUCTION, WATER TRUCKS OR SPRINKLER SYSTEMS SHALL BE USED TO KEEP All AREAS OF VEHICLE MOVEMENT DAMP ENOUGH TO PREVENT DUST FROM LEAVING THE SITE. AT A MINIMUM THIS WOULD INCLUDE WETTING DOWN SUCH AREAS IN THE LATER MORNING AND AFTER WORK IS COMPLETED FOR THE DAY AND WHENEVER WIND EXCEEDS 15 MILES PER HOUR, C. SOIL STOCKPILED FOR MORE THAN TWO DAYS SHALL BE COVERED, KEPT MOIST, OR TREATED WITH SOIL BINDERS TO PREVENT DUST GENERATION. _--0-3. A PLAN PREPARED BY A CERTIFIED ARBORIST, BOTANIST OR LANDSCAPE ARCHITECT THAT SHOWS THE EXISTING ON-SITE MATURE OAK TREES, LOCATED IN ANY AREA PROPOSED FOR BUILDINGS AND VEHICULAR. ACCESS, AND PROVIDES FOR METHODS TO PROTECT THE TREES IDENTIFIED TO BE PRESERVED, SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE PLANNING DIVISION PRIOR TO THE ISSUANCE OF BUILDING PERMITS AND/OR PRIOR TO GRADING OR VEGETATION REMOVAL. THE REMOVAL OF MATURE OAK TREES SHALL BE MINIMIZED, WHERE POSSIBLE. A MATURE TREE SHALL BE IDENTIFIED AS A TREE WITH A TRUNK MEASURING 4 INCHES IN DIAMETER, 4 FEET FROM GROUND LEVEL. MATURE OAK TREES REMOVED SHALL BE REPLACED ON A 3 -TO -1 RATIO, UTILIZING EXISTING OAK TREE STOCK. EACH OAK TREE TO BE PRESERVED SHALL BE. SURROUNDED BY A CIRCULAR ZONE (MINIMUM 40 -FOOT RADIUS) IDENTIFIED BY AN ORANGE FENCE DURING CONSTRUCTION ACTIVITIES. NO VEGETATION REMOVAL SOIL DISTURBANCE, OR OTHER DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN THE FENCED AREA. 4. FENCING FOR AREAS OTHER THAN RESIDENTIAL AREAS SHALL BE LIMITED TO A MAXIMUM OF FIVE (5) WIRE STRANDS. THE LOWEST STRAND SHALL BE AT LEAST SIXTEEN (16) INCHES ABOVE THE GROUND AND THE UPPER STRAND SHALL BE NO HIGHER THAN FORTY-EIGHT (48) INCHES ABOVE THE GROUND. 5. AT THE TIME OF BUILDING PERMIT APPLICATION, PAY THE APPLICABLE DEER HERD IMPACT FEE(S) CURRENTLY IN EFFECT. 6. SHOULD GRADING ACTIVITIES REVEAL THE PRESENCE OF CULTURAL RESOURCES (I.E., ARTIFACT CONCENTRATIONS. INCLUDING ARROWHEADS AND STONE TOOLS OR CHIPPING DEBRIS. CANS, GLASS, ETC.; STRUCTURAL REMAINS; HUMAN SKELETAL REMAINS), WORK WITHIN 50 FEET OF THE FIND SHALL CEASE IMMEDIATELY UNTIL A QUALIFIED PROFESSIONAL ARCHAEOLOGIST CAN BE CONSULTED TO EVALUATE THE REMAINS AND IMPLEMENT APPROPRIATE MITIGATION PROCEDURES. SHOULD HUMAN SKELETAL REMAINS BE ENCOUNTERED, STATE LAW REQUIRES IMMEDIATE NOTIFICATION OF THE COUNTY CORONER. SHOULD THE COUNTY CORONER DETERMINE THAT SUCH REMAINS ARE IN AN ARCHAEOLOGICAL CONTEXT, THE NATIVE AMERICAN HERITAGE COMMISSION IN SACRAMENTO SHALL BE NOTIFIED IMMEDIATELY, PURSUANT TO STATE LAW, TO ARRANGE FOR NATIVE AMERICAN PARTICIPATION IN DETERMINING THE DISPOSITION OF SUCH REMAINS. 7. DWELLINGS SHALL NOT BE CONSTRUCTED WITHIN 100 FEET OF THE EDGE OF THE NEAREST TRAVEL LANE ON SR -32 UNLESS A NOISE ANALYSIS IS PERFORMED BY A CERTIFIED NOISE ANALYST AND APPROPRIATE CONSTRUCTION AND NOISE ATTENUATION METHODS ARE INCORPORATED INTO THE DWELLING TO REDUCE INTERIOR NOISE LEVELS TO 45 dB OR LESS. 8. A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3, ARTICLE II OF THE BUTTE COUNTY CODE, PRIOR TO ISSUANCE OF BUILDING PERMITS. THE FEE AMOUNT WALL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT. 9. A DEVELOPMENT IMPACT FEE FOR SCHOOL FACILITIES SHALL BE PAID PRIOR TO ISSUANCE OF BUILDING PERMITS. THE FEE AMOUNT WOULD BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMITS. 10. NO PUBLIC ENTITY SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE STOP SIGN. IN ACCORDANCE WITH THE CIVIL CODE SECTION 845, MAINTENANCE OF THE ROAD, INCLUDING THE STOP SIGN SHALL BE SHARED BY THOSE PROPERTIES WITH A LEGAL INTEREST IN THE PRIVATE RIGHT-OF-WAY OR EASEMENT. —mow 11. THE BUILDING SETBACK FROM THE SIDE AND REAR PROPERTY LINES SHALL BE AT LEAST 30 FEET TO SATISFY PUBLIC RESOURCES CODE 4290 (FIRE SAFETY REGULATIONS). 12. FIRE SUPPRESSION SPRINKLER SYSTEMS SHALL BE INSTALLED IN ALL NEW RESIDENTIAL STRUCTURES IN ACCORDANCE NTH THE NATIONAL FIRE PROTECTION ASSOCIATION STANDARD FOR THE 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 FIRE DEPARTMENT SPECIFICATIONS, SERVES THE PARCELS. 13. DEVELOPMENT OF THESE PARCELS MAY REQUIRE PAYMENT INTO THE WATER TENDER FUND. 14. CONSTRUCTION, INSTALLATION OR DEVELOPMENT OF STRUCTURES OR FACILITIES ON THE PARCELS, INCLUDING AS A MINIMUM, DRIVEWAY STANDARDS, BUILDING SETBACKS, AND ADDRESSING, SHALL COMPLY WITH THE LATEST FIRE SAFE REGULATION OF BUTTE COUNTY, PUBLIC RESOURCES CODE 4290. AND ALL OTHER APPLICABLE STATE AND COUNTY CODES, ORDINANCES AND REGULATIONS IN EFFECT AT THE TIME OF APPLICATION FOR IMPROVEMENT PERMITS. i I I i I Lj I > I 60' I I AND 200:. AGR PER 1I SCALE: t" = 60' V) I � 1 PARCEL 3 I I I 149 M 34 -36 - 20' BSL PARCEL 1 2.54 ACRES IMPOSED STE ' 80' BSL — / / .� •' � - 4s BSL .. i lRgE- PARCEL 4 IN4K� 149 M 34-36 2.79 ACRES 25 BSL � i PARCEL 3 'I 248 ACRES .. I / / I � / MOUNTAIN VILLAGE SUBDIVISION I 85 M 16-17 SITE PLAN REVIEW APPLICATION Date: ��R ' 7 AP# Permit Number (if applicable) Bin Number APPLICANT INFORMATION Parcel Size: Owners Name: 8PW05" U„&[:�C2 Owners Address: Telephone No.: Site Address: Proposed Use: Zone: -r#A - Residential GP: New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer =. .. ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other F1Septic Well ❑ Agricultural Exempt Building ❑ Agricultural Buffer Form . ❑ Other: Brief Explanation/Issue:-, low DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Resolved By Date ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Residence can be built per contract ❑ Watershed Protection Overlay Zone ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: i • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑ Cohasset Area 6 Zoning: - General Plan: L (0 Applicable Building Setbacks: Zoning Code Use Requires: ❑ i Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: - General Plan: L (0 Applicable Building Setbacks: ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front , Side Side Street Rear , Height Waterway N/A N/A . , ; <V/X ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 Parcel Created By: Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ 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 ❑ Construct road to: ❑ Meeh Parcel size required by zone ❑ Meet current Environmental Health Department requirements Subdivision Man/Parcel MaR: Map Date of Recording: Pff-1 Lot: 2 Book: 163 Page: lb 3 OWNERS STA7EMENT I, JOHN R. MCLAUGHLIN, as owner of the land shown hereon am the only person whose consent Is necessary to covey said land and I hereby consent to the preparation and recordotion of said map as shown here on. ACKNOWLEDQNENTS STATE OF CALIFORNIA) COUNTY OF On this 2 4'rR day of -Zifti!NJC 20-9,�, before me• the unders'gne a Notary Public in and for said State: personally appeared /J per*onolly known to me (or proved an the basis of sat-octory evidence to be the person(s) whose name(*) is/are *ab—lb d to the within instrument and acknowledged to a that he/she/they executed the samn his/her/their oulhoriied capacity(le's) and that by his/he /their signu- lure(s) on the InsWment the person(*) or the entity upon behalf of which the person(*) acted, exewled this -instrument NITNESS my hand � ' r vl"—• A Print Name Z, Awa► .7` Notary Public - V Commission expire* County of a4fft SURVEYORS STATEMENT I, James M. Herrick, do hereby state that the Mal parcel map for Jahn R. McLaughlin was prepared by me or under my direction and is based upon a field survey in conformance with the requirements of the Subdivision Map Act and the - local ordinance at the request of John R. McLoughlin in MARCH, 2004. 1 hereby stale that the final map substantially conforms to the conditlonolly approved tentative map, that the survey is true and complete as shown, that WI monuments are of the character and will be set in their correct position within 90 days of the recordation of this map and will be sufficient to enable the survey to be retraced. J aE—S M. M. 1/• ....E LS Exp. 9-30-06 0 COUNTY SURVEYORS STATEMENT 1. STUART_EDELL Deputy County Surveyor of.the County of Butte.State of California. do hereby state that I hove examined this parcel map for JOHN R. McLAUGHUN. and it is substantially the some as appeared on the tentative map and any approved alterations thereof, that all provisions of the Subdivision Mop Act of the State of CelifornTo and local ordinance have been complied with and 1 am satisfied that the map is technically correct. cited: CVT— -K 1C foe4 STUART EDELLRCE 29132 Q0.0FFS9b�. Deputy County Surveyor E.P. 3/31/07 y9 t County of Butte +� O y Ila 79131 e L7WL �+r O! OkL\ S.M 1 Or 3 0 RECORDERS CER77RCA TE Fled this 17 re day of TIECCM618. . 20-M, a111L41 A-- In Book 163 of Maps. at Pages 10-11 at the request of NORTHSTAR ENGINEERING. SERIAL N0. 2004 - T69gB CANDACE J. GRUBBS County Recorder County of Butte By.0 Deputy PARCEL MAP FOR JOHN R. McLAUGHLIN BEING PARCEL 4 PER MAP BOOK 149, PAGES 34-36, SITUATE IN SECTION 6, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.M. COUNTY OF BUTTE - STATE OF CALIFORNIA NorthStar aw, --w* • -- • — 70 KCM.1pW amt • OeC0. aNGaRW. m?3 ENMEEPoNQ ea) ew reao r.x tssa> esu z,u wax. oe}leo-ow uARa. zoo aoe eo. elsz BOOK 163 PAGE 10 NOTE: I AN EASEMENT/RICHT-OF-WAY W FAVOR OF - I PACIFIC TELEPHONE AND TELEGRAPH COMPANY RE DIED IN OAL RECORDS WE�EXACOT ROUTE OR LOCAPACE 328. TION IS I NOT DEFINED OF RECORD AND MAY OR MAY NOT �--, AFFECT THIS LINO. I PARCEL 3 1 149 M 34-36 EASEMENT FOR INGRESS. EGRESS AND PUBLIC uTwTEs PER SM. 2004-0022473 �l I (SB6D9'37•E I n I _ (589.85NRI b• 529.42 559.34' ' S01,0'sli u I 51.87 lu PARCEL 1 _ I SHED NC m \134/2. ACRES CARESS Z2 A. 9 /2•IRON 22B ACRES NET e FOUND 1 I I` PARCEL 4 I 93 M 26 n FENCE WIRE b r FENCE 5 .iE 0y p INGRESS. EGRESS STORM DRAINAGE/LIC PUB UTI UTILITY. AND WATER LINE EASEMENT TO BE RESERVED IN DEEDS FOR THE BENEFIT OF PARCELS 1-4 O la Z F U) x IU NAGE. PU /'. PARCEL 3 248 AGES CROSS ACRES NET COSTING N Y r\IRE FENCE 180.2.'* -T XR, I FOUND OPEN A20N HPE I (588,3'28•E I 1 _ 49.90 - - �— - PER R1 SBO.i4'NH,RI I � MOUNTAIN MLL.AGE SUBDIVISION 85 M 16-17 I I I I I HW EASEMENT AND CUL-DE-SAC FOR WGRE55. EGRESS AND UTILITY PURPOSES PER SH. 2000-003M90. r..--- 2002-0015281. AND I.9 u --36. ROAD uAIN-ANCE AGREEMENT PER.SN. 2000-03817 OFFERED FOR I DL,DICATIOU IN FEE SIMPLE TO THE COUNTY OF BUTTE PER 149 M 34—M I ) PARCEL. 1 I 149 M 34-36 I 2D DRAINAGE INGRESS AND EGRESS FOR MAINTENANCE I EASEMENT TO BE RESERVED W DEEDS FOR THE BEHIMI OF PARCELS 1-4 I 9227)'NM,R1 / I RADIAL• - �NBB-V9_19•E / 38124' 58gpg3J•E /+ 50• + ; I -- /Ln 48.89' _/I F( s 1 WgIE55 EGRESS STORE DRAINAGE. PUBLIC 58899'J7'E /R /4^ TO BE, AND WATER UNE EASEMENT 81.8.' BE 8E RESERVED W O1-. FOR ME BENEFIT OF PARCELS 1-4 WELL SITE EASEMENT (t WM ME RIGHT OF INGRESS. J — ANDEGRIEWRE FOR WELL MMHTENANQ \` W AND EDS FOR THE TO BE RESERVED IN DEEDS FOR ME BENEFIT OF PARCELS 1-4 PARCEL 4 243 ACRES GROSS /, 1 ^ 2N ACRES NET 1/117 c5� LOCATION MAP NOT TO SCALE SHEET 2 OF 3 LEGEND • FOUND 5/8• REEIM AND CAP RCE 28998 OR AS NOTED O FOUND 3/4• IRON HPE TAGGED RQ 2MMi 0 SET 3/4•IRON HPE TAGGED LS MIS 'o CALCULATED POINT HOMING FOUND OR SET Y INDICATES MEASURED DATA MAT YATCNES RECORD DATA / C INDICATCS CALCULATED DATA MAT MATCHES RECORD DATA RI RECORD DATA PER YAP BOOK 149. PAGES . W ( ) EMBRACES RECORD DATA OR CALCULATED AND/OR MEASI1RC) DATA THAT MATCHES RECORD DATA ABUTIFN'S RIGHTS DEDICATED TO ME STATE OF CALIFORNIA PER 1125 O.R. 298 NET TOTAL LOT AREA MINUS THE CUL -OE -SAC LINE TABLE LINE IdRECnW OTSTANQ - Lf L2 SftO9'ME nix u CURVE TABLE CURVE RADIUS ALTA LENGTHC 44 LENGTH C2 8 _" F4 T G �. GB1&3wp.Zs'q'.15si )R1 C7 SCALE: 1" = 60' BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR T S MAP IS THE WESTERLY LME OF HIGHWAY 32 EVIUCNG4D BY MONUMENTS SHOWN HEREON AS FOUND. THE BEARING OF SAID LINE BEING S295i 00•W PER RI. PARCEL MAP FOR JOHN R. MCLAUGHLIN BEING PARCEL 4 PER MAP BOOK 149, PAGES 34-36, SITUATE IN SECTION 6, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.M. COUNTY OF BUTTE - STATE OF CALIFORNIA NorthStar ENGNEEFM 20 OE4ARAPM OINK • ORCO. GAA/'ORNA %oT3 (530) !911509 FAN (LTO) A9}2113 BOOK 163 PAU6 11 TO BE RESERVED W DEEDS FOR THE BENEFIT OF PARCELS 1-4 PARCEL 2 •L y^' PARCEL 4 279 ACRES GROSS 149 M 34-36 278 AGES NET /'. PARCEL 3 248 AGES CROSS ACRES NET COSTING N Y r\IRE FENCE 180.2.'* -T XR, I FOUND OPEN A20N HPE I (588,3'28•E I 1 _ 49.90 - - �— - PER R1 SBO.i4'NH,RI I � MOUNTAIN MLL.AGE SUBDIVISION 85 M 16-17 I I I I I HW EASEMENT AND CUL-DE-SAC FOR WGRE55. EGRESS AND UTILITY PURPOSES PER SH. 2000-003M90. r..--- 2002-0015281. AND I.9 u --36. ROAD uAIN-ANCE AGREEMENT PER.SN. 2000-03817 OFFERED FOR I DL,DICATIOU IN FEE SIMPLE TO THE COUNTY OF BUTTE PER 149 M 34—M I ) PARCEL. 1 I 149 M 34-36 I 2D DRAINAGE INGRESS AND EGRESS FOR MAINTENANCE I EASEMENT TO BE RESERVED W DEEDS FOR THE BEHIMI OF PARCELS 1-4 I 9227)'NM,R1 / I RADIAL• - �NBB-V9_19•E / 38124' 58gpg3J•E /+ 50• + ; I -- /Ln 48.89' _/I F( s 1 WgIE55 EGRESS STORE DRAINAGE. PUBLIC 58899'J7'E /R /4^ TO BE, AND WATER UNE EASEMENT 81.8.' BE 8E RESERVED W O1-. FOR ME BENEFIT OF PARCELS 1-4 WELL SITE EASEMENT (t WM ME RIGHT OF INGRESS. J — ANDEGRIEWRE FOR WELL MMHTENANQ \` W AND EDS FOR THE TO BE RESERVED IN DEEDS FOR ME BENEFIT OF PARCELS 1-4 PARCEL 4 243 ACRES GROSS /, 1 ^ 2N ACRES NET 1/117 c5� LOCATION MAP NOT TO SCALE SHEET 2 OF 3 LEGEND • FOUND 5/8• REEIM AND CAP RCE 28998 OR AS NOTED O FOUND 3/4• IRON HPE TAGGED RQ 2MMi 0 SET 3/4•IRON HPE TAGGED LS MIS 'o CALCULATED POINT HOMING FOUND OR SET Y INDICATES MEASURED DATA MAT YATCNES RECORD DATA / C INDICATCS CALCULATED DATA MAT MATCHES RECORD DATA RI RECORD DATA PER YAP BOOK 149. PAGES . W ( ) EMBRACES RECORD DATA OR CALCULATED AND/OR MEASI1RC) DATA THAT MATCHES RECORD DATA ABUTIFN'S RIGHTS DEDICATED TO ME STATE OF CALIFORNIA PER 1125 O.R. 298 NET TOTAL LOT AREA MINUS THE CUL -OE -SAC LINE TABLE LINE IdRECnW OTSTANQ - Lf L2 SftO9'ME nix u CURVE TABLE CURVE RADIUS ALTA LENGTHC 44 LENGTH C2 8 _" F4 T G �. GB1&3wp.Zs'q'.15si )R1 C7 SCALE: 1" = 60' BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR T S MAP IS THE WESTERLY LME OF HIGHWAY 32 EVIUCNG4D BY MONUMENTS SHOWN HEREON AS FOUND. THE BEARING OF SAID LINE BEING S295i 00•W PER RI. PARCEL MAP FOR JOHN R. MCLAUGHLIN BEING PARCEL 4 PER MAP BOOK 149, PAGES 34-36, SITUATE IN SECTION 6, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.M. COUNTY OF BUTTE - STATE OF CALIFORNIA NorthStar ENGNEEFM 20 OE4ARAPM OINK • ORCO. 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BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 '2005®0050580 Recorded I REC FEE 10.00 Official RRecords I CoButteof I PIES 2.50 CANDACE J. 6RUBBS I County Clerk-Recorderl I LV 012:51PN 25 -Aug -2005 I Page I of 2 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: 17 Sec (7 U k- Date 6 — Z'5'- Us - State of California County of PROPERTY OWNERS: 14 0 � Al kcl On aSi 2005 before me, K-A-�-t 4CTc�a Not,4�y personally appeared 1L1 ktk►^QA. U)4t r— known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose to the within instrument and acknowledged to me that e he/they executed the same in capacity(ies), and that by6Per/their signature(s) on the instrument, the person(s) or the en the person(s) acted, jexecuted t instrument. WITNESS m liand and officiAr seal ie(s&are subscribed /�er/their authorized upon behalf of which Si naturffvkydSeal: U K=HOLLAND,12LAND;g Q765FORMATY QfS�C22, 2009 A.P. # v�� , 2� A.P.N.: 063-180-019-000 EXHIBIT A PARCEL I: File No.: 0401-1702502 (DH) PARCEL 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 17, 2004, IN BOOK 163 OF MAPS, AT PAGE(S) 10, 11 AND 12. RESERVING THEREFROM AN EASEMENT FOR INGRESS AND EGRESS, STORM DRAINAGE, PUBLIC UTILITY AND WATERLINE, AS SHOWN ON SAID MAP. ALSO RESERVING THE WELL SITE EASEMENT WITH RIGHT OF INGRESS AND EGRESS AND WELL MAINTENANCE AND REPLACEMENT, AS SHOWN ON SAID MAP. PARCEL II: AN EASEMENT FOR INGRESS, EGRESS AND UTILITY PURPOSES, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 1, 2000, IN BOOK 149 OF MAPS, AT PAGE(S) 34,35 AND 36. PARCEL III: AN EASEMENT FOR INGRESS AND EGRESS, STORM DRAINAGE, PUBLIC UTILITY AND WATERLINES OVER PARCELS 1, 2 AND 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 17, 2004, IN BOOK 163 OF MAPS, AT PAGE(S) 10, 11 AND 12. OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the or labor and material for construction of this proposed property 6im/provement: YESP NO [ ]. l 4 2. I HAVE HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I• plan to provide portions of the work, but I have hired,the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: S. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME . ADDRESS PHONE TYPE OF WORK SIGNED: PROPE DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. , This verification_ must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may, be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so'that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. ter•,- Public Works Department o ��iu r �^ fi B Q l t o i/ it /i:) `'\� .lr tl n l y LAND DEVELOPMENT DIVISION f.✓ Michael Crulilp, Director Storm Water Management Program ® 7 County Center Drive Oroville, CA 95965 (530) 538-7266 p�L C WOF�S (FAX) 538-7171 National Pollutant Discharge Elimination Systel� (NPDES-) Phase It Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement BLESS THAN 1 ACRE ProjectDescription: Project Location andlor Parcel Number: lL� By signing below, L the project ownerlowner'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 will require a Construction Storm Water Permit from the State of than one acre of disturbed soil 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: Name WALKER DENNIS R &BARBARA J Asmt# 1� Fee #1063.180.021-000 Status :ACTIVE Status Date 12117/2004_ Addr1 4223 KEITH LN ` Tax 000 NORMAL OWNERSHIP TRA 1062.018 Addr2 CHICO CA 95973 �"`�"� Situs F07C�-H�—RISTINA DR FOREST RANCH Addr3l Base Dt 01/05/2005 _ Addr4 Lands 13,260 Timber Preserve Structure 0 AgPres Comments WAS PT 063.180.019 SPLIT BY PMEtal Fixtures 0 Creating Doc#�2004RP163-10 Date 12/17/2004 Current Doc#00580000738 Date 1011105/2005 Killing Doc# Date r- -- Asmt DescI CHRISTINA DR SuplCnt�— Zoning TM -1 v Dwell^ AcreslSq Ft 279 _ N/C 063 Bonds Multi Situs r- Flagl Flag2 91OMH Asmt PP Pen Tax PP Pen Growing 0 Total L&I 13,260 Fix. RP 0 MH PP � 0 PPI Exemotl 0 M Appeal Pending T/R Dtf— ` Split Pending I R/C Statl HON 1 ATT 1 SIT 1 w APRJ ( _1 10 -fl be Eind._ __ .. _ _ _. __ {20 irteays, 08/23/2005 9:24,54 AM _ • EVERGREEN DEVELOPMENT ORDEJU530 ZANELLA WAY CHICO, CA 95926 530-894-5590 Faz:894-5051 www.powershacks.com APN 063- 180-021 BUTTE REF# 05- WALKER CO 3335 4-T SEE A2.1. Jf�-24—REVISED TO ROOF PLAN REVISED A2.1 J� >�ZEVISED TO 2/D2.1 !JJ VISED i�TRUSS CALCS REVISE :7S IBID 8) DONE WALLS AT GRID 5 ARE NOT USED AS SHEARWALLS. TIE IS MERELY USEDTO ENSURE LOAD FROM ONE PART OF ROOF T44*T IS TRANSFERRED TO THE OTHER PART OF ROOF. WT CAN BE CARRIED BY SHEAR WALLS AT GRID 6. Robert McGhie Scott J son Jan 4 09 06 04:01p January 6, 2006 _ Dennis & Barbara Walker 4223 Keith Luke Chico, CA 95973 p.2 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 063-180-021 Building Permit Number: 05-3335 Thank you for submitting the plans for your building project. _The plans have been reviewed and comments are listed below. Please respond in writing toeach item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. COMMENTS: rovl stair handrail at front porch. Stairs that have four or more risers require a handrail. (2001 C.B.C. section 1003.3.3.6 exception). ,2! Key in details from sheet S-4.1 to plans Provide section A -A on plans, section out line shown on floor, foundation, and roof framing plans. i Clardy/locate detail E that is called out on roof pian reference line 1. Not on detail sheets. ,fl Detail B-5, on sheet S-4.1. Call out 6 Simpson L -90's that's on the structural calculations, page 4. c„ fa:- Provide roof drag trusses for wall lines B & C, as per structural calculations. Clarify wall Iine 5 with PHD-2 connection to roof truss AG, if using for drag, provide lateral design for wall S ; line 5 and provide drag truss. �Enginccr to wet stamp and sign plans and calculations. If you wish to discuss any of these requirements, please call (530) 538-7541. Refer dremaining non -plan check items. to the Data Sheet for (You should have received this form when you applied for the permit) The ' counter staff will answer any questions concerning the Data Sheet. v Jiro Peterson Plans Examiner cc: Scott Jackson Evergreen Development A/0V 1 of 1 January 6, 2006 Dermis & Barbara Walker 4223 Keith Lane Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 063-180-021 Building Permit Number: 05-3335 Thank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. COMMENTS: Provide stair handrail at front porch. Stairs that have four or more risers require a handrail. (2001 C.B.C. section 1003.3.3.6 exception). x Key in details from sheet S-4.1 to plans . �4 x Provide section A -A on plans, section cut line shown on floor, foundation, and roof framing plans. \\ ,V Clarify/locate detail E that is called out on roof plan reference line 1. Not on detail sheets. ,5' Detail B-5, on sheet S-4. 1. Call out 6 Simpson L 90's that's on the structural calculations, page 4. 6. Provide roof drag trusses for wall lines B & C, as per structural calculations. �,✓ Clarify wall line 5 with PHD-2 connection to roof truss AG, if using for drag, provide lateral design for wall line 5 and provide drag truss. 9!8! Engineer to wet stamp and sign plans and calculations. If you wish to discuss any of these- requirements, please call (530) 538-7541. Refer to the Data Sheet for remaining non -plan check items. (You should have received this form when you applied for the permit) The counter staff will answer any questions concerning the Data Sheet. Jim Peterson Plans Examiner cc: Scott Jackson Evergreen Development IofI Other Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary):_ ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) i Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date U� Page 1 of 5 RETURN TO CHICO EH . TO SITE PLAN REVIEW APPLICATION? 'Date: I ! �� AP# �`�``� y i? Permit Number (if applicable) . Bin Number APPLICAIVT INFORMATION Parcel Size: Owners Name: 1 y Q a 3 -C-- J 23 Owners Address: CP Telephone No.: — D I O Email: Situs Address: Proposed Use: gidential ANZ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory COUNT ❑ Permanent Second Dwelling ' ❑ Temporary Mobile'Home (Aunt Minnie) SEP 2,0005 ❑ Temporary Travel Trailer DEVELOPMENT ❑ Multi -family SERVICES Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New. Industrial ❑ Industrial Addition ❑ Industrial Remodel Other Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary):_ ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) i Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date U� Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: Snow Load Area:. -ft) $ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design required)` mod, SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: 06 � 5L Index Date: (t� ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained -from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) ❑ Oroville Enterprise Zone Use Regiifres: ❑ Use Permit A` ElMinor Use Permit ❑Administrative Permit ❑ Minor Variance F-1 Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: % 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 �® i Side 30 s Side Street Rear 571 O ti 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 ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area —+Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ • Other' ---------------------------------------------7--------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A'fmal determination will be made at the time of the building permit. Parcel Created By ❑ Deeds:' Date of Creation: Legal Access Provided: ❑ No Deed of Reference: Legal Access Required ❑ No Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance/Notice of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map: Map Date of Recording: l / / 0 z � Lot: Book: f Page: /a ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be. EPA approved and designed to meet the 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. IN C Page 4 of 5 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAI-arrys\Building Permit Site Plan Reviewl.doc (2-20-04) Page 5 of 5 OWNERS SrAmwNr I, JOHN R. MCLAUGHLIN, a er of the land shown hereon am the only person whose consent Is necessary to covey sold land and I hereby consent to the preparation and recordation of sold map as shown here on. Signature: ' JOHN R. MKAUGHLIN ACKNOWLEDGMENTS STATE OF CALIFORNIA) COUNTY OF On this 2 4r,Q day of 20.!?,', befwe me, the undwegne o Notwy Public in and for said Slate, personally appeared (J personally known to me (or proved on the basis of satisfactory evidence to be the psreon(s) whose name(.) le/we ..b,.bed to the within Instrument and acknowledged to a that he/she/they ecuted the some In his/her/their oulhoZz capacily(le.) and that by hi,/her/their algna- ture(s) on the Instrument the person(s) or the entity upon behalf of which the person(s) acted, executed this Instrument - NITNNEESS]S my hand (/i a ^1 %ndi[�� Print Name: L%Mom T (�iaaQ Ser Nolory Public Commisalon expire. G -O 8 County of ataife SUR wYOR S STA IEMENr •I, James M. Herrick, do hereby state that the Mal parcel map for John R. McLaughlin was prepared by me or under my direction and is based upon a field survey In conformence with the requirements of the Subdivision Map Act and the localordinance at the request of John R. McLaughlin in MARCH, 2004. 1 hereby state that the final maD substantially conforms to the conditionally approved tentative map, that the survey Is We and complete as shown, that all monuments ore of the character and rBl be sat in their correct position within 90 days of the recordation of this mop and will be sufficient to enable the survey to be retraced. r�d M. iii.u..1S • I1•DE"p4 -- � - JA7JES M. HERRICK LS 5616 4 Nal9s sets Exp. 9-30-06 '"�y s77ald+ COUNTY 5T/RVErows STA mmm r I, STUART EDELL. Deputy County Surveyor of the County of Butte, State of California, do hereby slate that I hove ...mined this parcel map for JOHN R. McLAUGHUN, and it Is substantially the some as appeared on the lentotive map and any apps -d alterations thereof, that all provisions of the Subdivision Map Act of the Slate of California and local ordinance hove been complied with and I am satisfied that the map Is technically correct. aced: CWT- -1, ff. te14 SIUART EDELL RCE 29132 f0.0fEWSS10 Deputy County Surveyor Exp. 3/31/07 County of Butte y a Ile. 29172 � cIYtL pr Gku I K . RECORDERS C£R77RCATE Filed this 17 T4 of De c6H ecfc 20M. at 11_31 L.m. in Book 163 of Mops. at Pages 10"I3 at the request of NORTHSTAR ENGINEERING. SERIAL N0._2004 - 76998 ey.2JlnAfK�Cr,r_ �...- CANDACE J. GRUBBS Deputy County Recorder County of Butte PARCEL MAP FOR JOHN R. McLAUGHLIN BEING PARCEL 4 PER MAP BOOK 149, PAGES 34-36, SITUATE IN SECTION 6, TOWNSHIP 23 NORTH, RANGE,3 EAST, M.D.M. COUNTY OF. BUTTE - STATE OF CALIFORNIA NorthStar. ave ase ro 11-111 -1 , CI awraRMr, 9532. NE s (550) --leas r.x I-) est-:Iu APN. ore}Ie0-al9 MMCH. 2001 Jpa NQ 8r52 BOOK 163 ?A66 10 I I N07E: I I 1 AN EASEMEHT/IDGNT-OF-NAY N FAVOR OF 793.20/ 1 5880PJ>2 IFo.BY ---9 I - I PACIFIC TELEPHONE AND TELEGRAPH COMPAMF RECORDED N BOOK 1083. PACE 328. OFFICIAL ( I SD3W23•N�1 RECORDS - THE EXACT ROUTE OR LOCATION IS NOT DEFINED OF REMO AND MAY OR MAY NOT 9 S1 Q2• / INGRESS EGRESS. STORM E PUBLIC sB8D9'3T[ /1 ' i --'i AFFECT THIS LAND. BENEFIT W PARCELS 1-4 I HELL SITE EASEMENT PARCEL 3 \ YM TIC RICHT OF INWESS J EGRESS HELL MAINTENANCE 'I 149 M 34-36 EASE ENT FOR INGRESS I ° EGRESS AND PUBLIC UnLIES r -1 PER SM. 2DII4-001MiL (S88O9'JT�_-T /\ PARCEL 4 3 ACRES WOES /1 \` ^ 2N AWES NET Z w �ry (` d, 339.54' L1 OA Y1,041i NOTES: I I II I I. THIS SHEET SNOWS ADDITIONAL INFORMATION. IS FOR ADDITIONAL INFORMATION ONLY, DESCRIBMC CONDITIONS AT THE TIME OF FRMG AND IS NOT RIMIDED TO AFFECT RECORD TITLE MIERCST. II I 2. DUST GENERATED BY TIRE DEVELOPMENT ACTIVITIES SHALL BE KEPT TO A MIMMUM WIN A GOAL OF RETAINING DUST ON WE STE FOLLOW ME MST CONTROL MEASURES LISTED BELOW: V , j I i • A. DURING CLEARING, WADING, EMM MOMNC. EXCAVATION. 011 TRANSPORTATION OF CUT OR FILL MATERIALS, WATER TRUCKS OR SPRINKLER SYSTEMS ARE TO BE USED TO PREVENT DUST FROM LEAVING ME STE • i I �. AND TO CREATE A MUST AFTER EACH DAYS ACTIVITIES CEASE I 60 EASEMENT ARD CUL -OE -SAC FOR INGRESS. EGRESS B. DURING CONSTRUCTION, WATER TRUCKS OR SPRINKLER SYSTEMS SHALL BE USED TN'KEEP NI AREAS OF I I AND UTILITY PURPOSES PER SN. 2000-0033690. - VFMCLE MOVEMENT DAMP ENOUGH TO PREVENT DUST fAOM IEANNC ME SIE AT A MINIMUM MIS WOULD • �� p r� 2002-0016281, AND 119 Y N-38, ROM MAINTENANCE OE ICE MCEUOE WETTING DOWN SIDCH MEAS M ME LATER MFRMNC AND GAFTERTHE WORK IS COMPLETED FOR THE DAY AND AGREEMENT PER SN. 2000-03817 OFFERED iU OEDICATON WWENCVW WIND IXCEFDS IS CURES PER NMR 1 Q i IN FEE9SIMPLE TOME COUNTY OF SUM G SOL STOCKPILED FOR MORE MAN TWO DAYS SHALL BE COVERED. KEPT MOST. OR TREATED MM SOL PER BINDERS TO PREVENT DUST CENMAINON. Z 3. A PIAN WORMED BY A CERTIFIED ARBOUSI, BOTANIST OR LANDSCAPE ARCHITECT MAT SHOWS ME CASMIG SCALE: 1• 60 I I- I - - PARCFI. I ON-SITE MATVNE OAK TREES. LOGTED IN ANY AREA PROPOSED FOR BUILDINGAND VTHICUIM ACCESS AND I i N I PROVIDES FOR METHODS TO PROTECT ME TREES IDENTIFIED TO BE PRESERVED'. SHALL CE SUBMITTED FOR RENEW 149 M 34-36' AND APPROVAL BY ME PLANNING DIVISION PRIOR IO THE ISSUANCE OF BUILDING PERMITS AND/OR PRIOR TO GRACING OR VECETAnax REMOVAL. ME REMOVAL OF MATURE OAR MESS SHALL BE MMMLEED. WHCE POSOB E A MATURE TREE SHALL BE IDENTIFIED AS A TREE WITH CH A TRUNK MEASURING 4 INCHES IN DIAMETER 4 FEET i i I U i FROM UDUND LEVE MATURE OAK TREES REIOVD SHALL BE REPLACED ON A 3 -TO -1 RATIO, umiuM • PARCEL 3 CASTING OAK TREE STOOL EACH OAK TREE TO BE PRESERVED SMALL BE SURROUNDED BY A GRGTRAR ZONE ' I I I (YIMAIW MO -TOOT RADIUS) AC nM BY AN OUNCE FENCE WRING CONSTRUCTION ACTIVITIES. NO VEGETATION • 1G9 M 34-36REMOVAL soli OSTURBM OR oWM OEVELCPMENT ACTIVITIES SHALL OCCUR WHIN ME FERCED AREA INTERMITTENT �, FEIICDIC FOR MEAS OTHER MAN RESMEDTIAL AREAS SHALL BE WITED TO A ."MUM OF FIVE (5) CURE STREAM STRANDS ME LOWEST STRAND SHALL BE AT LEAST S MEW (Ifi) INCHES ABOVE ME GROUND AND, INE UPPER ' — L I ( \ / STRAND SHALL BE NO HIGHER MAN rORTY-CGHT (IE) INCHES ABOVE ME GROUND. S EF THETIME of DIAlDR10 PERMIT APPLICATION, PAY THE APPLICABLE DEER HERD IMPACT FEE(S) CURRENTLY 1 20' BSL / IN EFFECT. es ----T / . j ♦� 8. SNORE GRADING ACTIVITIES REVEAL ME PRESENCE OF CULTURAL RESOURCES (I E.. ARTIFACT I > • CONOl/1RAnONSQ MUOAR NG ROMHEAUs AND STONE TOGS OR °ILIPING DEBRIS CANS GLASS. ETC.: STRUCTURAL REMAINS,HUNAN SKELETAL REMAINS). WORK WITHIN 50 FEET OF THE FIND SMALL CEASE IMMEDIATELY UNTIL A QUALIFIED PROFESSIONAL ARCHAEOLOGIST CAN BE CONSULTED TO EVALUATE ME REMAINS 1 / / ( AND IMPLEMENT APPROPRIATE MITIGATION PROCEDURES SHOULD HUMAN SKELETAL REMAINS BE ENCOUNTERED. PARCEL 1 `! / / \ L _ _ L -C \� STATE LAW REMIRES MMIEDIATE NOIDIGTON OF ME COUNTY =BONER. SHOULD ME COUNTY CORONER DETERMINE NAT SUCH REMAINS E IN AN ARCHAEOLOCICAL CONTEXT. ME NATIVE AMERICAN HERITAGE W' 2N RUES r �/ / / /--�1 ARCWMsSON M SACRAMENT° SHALL BE NOTICED IMMODIATELY. PURSUANT TO STATE UW. TO ARRANGE FOR /�K/y/KKIK` NATIVE AMERICAN PARTICIPATION M DETFRMIMNG MC DISPOSITION OF SUCH REMAINS. I r / PROPOSED Wli \ / ` 7. DWELLINGS SHALL NOT BE CONSTRUCTED WHIN 100 FEET OF ME EDGE OF ME NEAREST NAVEL LANE ON _ _ ` SR -32 UNLESS A NOISE AMM-YSS IS PERFORMED BY A CERMEO NOSE ANALYST AND APPROPRIATE e SITE M r / CONSTRUCTION AN NOISE ATTENUATION METHODS ARE INCORPORATED INTO ME OWEILNG TO REDUCE INi00OR ~ A_ { ♦ `Po. BB lI .// \, NOSE LEVELS 1° U ®01R LESS _ B° BA B. A DEVELOPMENT IMPACT FEE FOR SHERIFCs FACILITIES SHALL BE PAD PURSUANT TO ME PROVISIONS OF I PERMITS THE FEE 4S BS / MOUNT KApTERI MLL BE CEMRMIN O AND GLORAIEDMMLC a Or WE BUTTE COUNTY CAS CHPRIOR WEE DATE OF APPUGTION FOR ME BUILDING PERMIT. 9. A ITS. ME FEE IMPACT FEE FOR SCHOOL mEO AND SHALL A PAD OF TO ISSUANCE OF BUILDING / ,(\ PERMITS ME FEE AMOUNT QUOAD BE CETERRONED AND CALCULATED AS OF ME DALE OF APPLICATION fU ME• '/PARCEL 4 / \/�11 BuRIDNGPERMITS. • \ / Z43 ACRES // l la NO PUBLIC ENTITY SHALL BE RESPONSIBLE FOR NE MAINTENANCE OF ME STOP SEN. IN ACCORDANCE 1WN F I / ME CIVIL CODE SECTION BNS MAINTENANCE OF THE ROM. INCLUDING ME STOP SON SHALL BE SHARED BY . 4 / NOSE PROPERTIES WIN A LEGAL INTEREST IN ME PRIVATE RICHT-OF-WAY OR EASEMENT. I - • I V - - - •• / fy - 11: THE BMDIxC SETEUM, FROM THE SNE AND BCM PROPERTY LINES SHALL BE AT LEAST 30 FEET TO SATISFY PUERX RESOURCES CODE 4290 (FIRE SAFETY REGULATIONS). 12. FIRE SUPPRESSON.SPOMKLM SYSTEMS SHALL BE NSiALLED IN ALL NEW RESIDENTIAL. STRUCTURES IN I , « ., • _ - ACCORDANCE WITH ME NATIONAL FIRE PROTECTION ASSO°AW)W STANDARD FOR THE INSTALLATION OF SPRINKLER / \ • SYSTEMS IN ONE AND TWO FAMILY DWIIlD1CS AND MOBILE HOMESEP NA STANDARD ED M. UNLESS A PRESSURIZ / ' COMMUNITY WATER SYSTEW WITH HYDILWTS NAT MEET FIRE DEPARTMENT SPECOIGTIO13• SERVES ME MPMCCLS. � 13. DEVELOPMENT OF ESE PARCELS MAY REQUIRE PAYMENT INTO ME WATER TENDER FUND. CPRCEL 2 ` PARCEL 4 / 14. CONSTRUCTION. INSTALLATION OR DEVELOPMENT OF STRUCTURES OR FACILITIES ON ME PARCELS, INCLLAMG R RUES ) 149 M 34-36 / • AS A MINIMUM. DRIVEWAY STANDARDS. BUILDING SETBACKS AND ADDRESSING. SMALL COMPLY rnM THE LATEST I - ♦ ' _ P _ ' FIRE SAFE REGULATION OF BUTIE COUNTY. PUBLIC RESOURCES CODE 4290. AND ALL OMEN APPUGBLE STATE / Ag MD COUNTY CODES ORDINANCES AND REGULATIONS IN EFFECT AT ME TMC OF APPLICATION FOR IMPROVEMENT t 25. 9SL 4- 1 PARCEL 3 Z4B RUES LEGEND ADDITIONAL INFORMATION SHEET - - - / � , L \ • FOUND 5/e- REBAR AND CAP RCE 28990 U AS NOTED PARCEL MAP O FOUND 3/4• IRON ME TAGGED RCE 24DIG •. FOR O SET 3/4• IRON PPE TAGGED LS 5616 _ _ _ / P CALCLMiCD POINT HOMING FDUND OR SET JOHN R.. McLAUGHLIN O I / M INDICATES MEASURED DATA NAT MATCHES RECORD DATA BEING PARCEL 4 PER MAP BOOK 149,` C INDICATES CALCULATED DATA NAT MATCHES RECORD DAT. PAGES 34-36, SITUATE IN SECTION 6, —v--• / / RI RECORD DATA PER MAP �BOOK 149. PAGES N 311 TOYMSHIP 23 NORTH, RANGE 3 EAST, M.D.M. EMBRACES RECORD DATA OR CALCULATED AND/OR —- — _ MEASURED DATA NAT MATCHES RECORD DATA COUNTY OF BUTTE STATE OF CALIFORNIA _ I I 8% BUILDING SETBACK LME I / lfSA LEACH YIELD FREE SETBACK AREA MOUNTAIN VILLAGE SUBORASION • I1r •y ® ED6TIWELL • NorthStar °`4 °'OMRRs • RIAx9EPz • slw.EroRs 85 M 16-11 \ 3 / ID —ATION DmK • CIM G— 9597 \ ENGINEERING (I.) I93 . FAM (SDN 653 -:IID 4 \ / SHEET 3 OF 3 APV. 083-180-019 MARCH. 2001 JOB N0. 8152 Field • 6hoating Pd e (o"o.c. Edoe 0 12"o.c. Field 00 ---------- ...... - - A -------- , \� I—I . , c� - v A " - ---------- - �I � 113 n 1 � � - 'RPLICABLE CODES TO THIS PROJECT: )01 CBC, cmc, CPC,. CEC, AND AMENDED PER BUTTE *COUNTY REGULATIONS, PLANNING DIVISION - BUILDINq PLAN APPROVAL Use: Date, Q Parking: _landscaping: Other.:. v Et X A.B. AP A.F.F. . AE BLK BL BM BE B.F. 5( BRD 13( BTTM Bt CLG Ci CLR Cl SPRINKLERS FLOWING 2 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.4 - SUBMITTAL. Page 1 ENGINEERS : William F. Squyres, Jr. (530) 345-1012. 14 ADDRESS : P.O. Box 3176, Chico, CA 95927. TOTAL SPRINKLER FLOW Date: 12-21-2005 File: C:\RESDEN44\WALKER2.RES : 5 JOB : residential 2 heads flowing 32.8 WATER METER LOSS SOURCE STATIC : 45.0 Psi RESIDUAL 40.0 Psi FLOW 35 Gpm DESIGN SPRINKLER MANUF : reliable MODEL f1 res 49/ccp I SPRINKLER Q 14.0 Gpm VALVE .0 Psi SPRINKLER P 8.2 Psi METER .0 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. Feet FACTOR Psi Gpm ----------------------------------------------------------- 1 10.0 4.9 8.1 14.0 2 10.0 4.9 8.7 14.5 3 10.0 9.6 4 10.0 11.5 5 10.0 15.9 6 10.0 24.5 7 3.0 30.7 5.0 DOME 8 1.0 SOURCE 32.8 33.5 SPRINKLERS FLOWING 2 AREA PER SPRINKLER 256 TOTAL DESIGN AREA 512 MIN SPRINKLER FLOW 14 REQUIRED DENSITY .055 COMPUTED DENSITY .055 TOTAL SPRINKLER FLOW 28.5 TOTAL DOMESTIC FLOW : 5 TOTAL WATER REQUIRED 33.5 TOTAL SPRINKLER PRESS 32.8 WATER METER LOSS .0 VALVE FIXED LOSS .0 SUPPLY PRESS AVAILABLE 40.4 DEMAND PRESS REQUIRED 32.8 PRESSURE CUSHION 7.6 MAXIMUM VELOCITY 9.5 Sq Ft Sq Ft Gpm Gpm/Sq Ft Gpm/Sq Ft Gpm Gpm Gpm Psi Psi Psi Copyright(2004) Psi by Psi Hydronics Engineering Psi 34119 Fremont B1, Suite 609 Fremont, Ca., 94555 FIS (800) 845-9819 o,;- 3-S -16 BUTTE COUNTY BUILDING DIVISION APPROVED ,t.-6� �� HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.4 - SUBMITTAL. Page 2 ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : P.O. Box 3176, Chico, CA 95927. Date: 12-21-2005 File: C:\RESDEN44\WALKER2.RES JOB : residential 2 heads flowing PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------- 1 q= 14.0 K= 4.9 L= 6.0 Pt 8.1 Pt 8.1 1 Q= 14.0 F= LR F= 8.0 C= 150 Pe .0 Pv -.4 Vel= 7.3 D= .884 TL= 14.0 .1023 Pf 1.4 Pn 7.8 3 Pt 9.6 -------------------------------------------------------------------------- 2 q= 14.5 K= 4.9 L= 1.0 Pt 8.7 Pt 8.7 2 Q= 14.5 F= L F= 7.0 C= 150 Pe .0 Pv -.4 Vel= 7.6 D= .884 TL= 8.0 .1089 Pf .9 Pn 8.3 3 Pt 9.6 -------------------------------------------------------------------------- 3 q= .0 K= .0 L= 13.5 Pt 9.6 Pt 9.6 3 Q= 28.5 F= 2R F= 2.0 C= 150 Pe .0 Pv -.6 Vel= 9.5 D= 1.109 TL= 15.5 .1261 Pf 2.0 Pn 9.0 4 Pt 11.5 -------------------------------------------------------------------------- 4 q= .0 K= .0 L= 26.0 Pt 11.5 Pt 11.5 4 Q= 28.5 F= 3RB F= 8.0 C= 150 Pe .0 Pv -.6 Vel= 9.5 D= 1.109 TL= 34.0 .1261 Pf 4.3 Pn 10.9 5 Pt 15.9 -------------------------------------------------------------------------- 5 q= .0 K= .0 L= 58.0 Pt 15.9 Pt 15.9 5 Q= 28.5 F= 3RL F= 10.0 C= 150 Pe .0 Pv -.6 Vel= 9.5 D= 1.109 TL= 68.0 .1261 Pf 8.6 Pn 15.3 6 Pt 24.5 -------------------------------------------------------------------------- 6 q= .0 K= .0 L= 7.0 Pt 24.5 Pt 24.5 6 Q= 28.5 F= 4RSL F= 18.0 C= 150 Pe 3.0 Pv -.6 Vel= 9.5 D= 1.109 TL= 25.0 .1261 Pf 3.2 Pn 23.9 7 Pt 30.7 -------------------------------------------------------------------------- 7 q= 5.0 DOME L= 45.0 Pt 30.7 Pt 30.7 7 Q= 33.5 F= F= .0 C= 150 Pe .9 Pv -.2 Vel= 5.3 D= 1.602 TL= 45.0 .0284 Pf 1.3 Pn 30.5 8 1 Pt 32.8 -------------------------------------------------------------------------- Meter = .0 -------------------------------------------------------------------------- 8 -------------------------------------------------------------------------- Q= 33.5 <<< SOURCE >>> Pt 32.8 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.2 - SUBMITTAL. ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : P.O. Box 3176, Chico, CA 95927. DATE : 12-21-2005 FILE : C:\RESDEN44\WALKER2.RES JOB : residential 2 heads flowing PSI FIRE SPRINKLER HYDRAULIC GRAPH 100 90 80----- 70 60 50 40 30 20 10 0 10 15 20 25 o ---o Supply Curve Static : 45.0 Resid : 40.0 Flow : 35.0 30 35 40 45 50 FLOW - GPM 0---0 Demand Curve Avl Pr : 40.4 @ 33 Req Pr : 32.8 @ 33 Pr Cush: 7.6 Copyright: Hydronics Engineering, 2004. 34119 Fremont B1, Suite 609, Fremont, CA. 94555. (800) 845-9819. VA1-Vt.-.. a{-. a,,t aif�CRaan+w�zl.r. .►♦ .ai9aa�q•d*•, .w..Y"•�a....-J.- x Read Carefully! Installation Instructions & Technical Data (Details in bulletins 035 & 135) II ' . Model F1 Res 49 Pendent . Model F1 Res 49 Recessed Pendent / F1 (F1 escutcheon, adjustment) J T . =1 Res 49 Penden 1 Res 49 Recessec Pendent/F1 • Model F1 Res 49 Recessed Pendent / FP (FP push-on/thread-off escutcheon) • Model F1 Res 49 CCP Pendent -1 Res 49 Recessed F1 Res 49 CCP 'Pendent /FP Pendent Model F1 Res Sprinklers (UL 1626 Standard) Technical Data Max Sprinkler Spacing It m Sprinkler pressure psi (bar) Max. 12 x12 3.6x3 13 (49) Thread Size Temp. Rath Max' Pressure Ambient Tem K Factor Sprinkler Length inch 13 49 7.0 0.4E 18 x 18 5.5x5.5 _ 17 64.3 12.0 0.83 •F •C 16.7(l.15) •F •C (mm) mm 68 79 _ 175 psi (12 bar) 100 150 38 66 4.9 2.25 57 ''/Y' NPT R''/z 155 175 Max Sprinkler Spacing It m Flow gpm (Lpm) pressure psi (bar) Sprinkler Identification Number (SIN) 12 x12 3.6x3 13 (49) 7.0(0.48 R3516 14 x 14(4.3x4.3) _ 13 Sprinkler 16 x 16 4.9x4.9 13 49 7.0 0.4E 18 x 18 5.5x5.5 _ 17 64.3 12.0 0.83 20 x 20 (6.1 x6. 1) 20 75.7 16.7(l.15) Technical Data Flow pressure gpm (Lpm) psi (bar) Sprinkler Identification Number (SIN) 12 x12 3.6x3.6 — – ccp -Assembly ---- - Sprinkler 16 x 16 4.9x4.9 ma Sprinkler Thread Temp' Temp. Max. Ambient 1C t-= Size Rating RatingPressure Temp. Factor inch (mm) •F •C •F •C •F •C '/2ffNPT 155 68 135 57 175 psi 100 38 4.9 2.25 12 bar 150 66 57 Max Sprinkler Spacing It (m) Flow pressure gpm (Lpm) psi (bar) Sprinkler Identification Number (SIN) 12 x12 3.6x3.6 13 49 7.0 0.48 R3516 14 x 14 4.3x4.3 13 49 7.0 0.4E 16 x 16 4.9x4.9 14 53 8.2 0.56 1Ex1E 5.54.5 18 68.1 13.5 0.93 20x20 6.1x6.1 20 75.7 16.7(l.15) The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 CA -131 Rev.0 c y. �aiyY.rr4`'i~rr Kt~ f.'' ,'4 ur ta.>`•_-j.7, �: ,. r , r�.t *'.Sw',ar it These areas must�Sulres mint be ��r Y " x� i. be sa�tened a`nd `�ssi�i�bidFrv�ii�e they, . :i A*menia,4 ' Penetrated 'Fare 1►v at��d soli �i The solvetlt cemented corinectloi' in thermop(astlt y :, ` ' ,� �Flts(yf > a J .a pipe and fittings i thb lastyp link in a plastic i installat(onit cagi'rnean the suciress or failureof ►� the system.`�s �wv ofe Accdrdtrtgly, it regUires.the pig x 5n ! n same profession�f dare aritl attet�tlon that are t0 (Othef,,i Or ntS 0 the SyStEm There are'm k y r i h�i^ 1i� ,1LL j Ft ' f��1 R"i �i�� t.7. � f Yl solvent tementin technl UeS ' When us•ng"the NE STEP ' ' g Qn tete pipe . Y 9 , .cemeritr .g processi netationand vk drtdf `afe�rvetaridUrd when .r published cbvenn. step by step procedures on,'lust Pe ��` a softening car} be'achieved'by the ,l . Yclss "{ i i �Kes KIF xtiey �vitf tend es-ov., nt cemented joints. Howe've t s cement itseftireadi ONE STEP.'tatl�vF{� ode i rxlbecom on how`to rhe k feel�tha 'it thexbasic frnci 'eS InVOIVed are `• cementing procedures carefcllt ; 1 �r r €Lit- mei iegt rs,wtY the . r , ' p` pl:.+ rifer o t. s allation instructions .For s ,x' surae bent thtrii_wiff *it1 tie 5 explained kn6wr�, and understGod, abetter ,- � -, st w certain s r�:` soft, a�sdt r � iz s; under cert m , _ t1es� sbft;erted'su ices in • r undersTanctrrigwaOld be'gaped-astowhat+. condirons,it.maybedesirable'to � tyretght arfivrthtjointvntl't'cnd c � Par _ technit}ues are 4 eessaryto surf particular �� use'the nzid sTEe process-'vvhich x otil ZeS d primer t0 ensure adequate f r r applications L j7E�c�ture cOndttiOrlS, and VatTatiOiiS� * softe'nm For example, when ,In SIZeKTd,f$17fipe andfitttr�gs ' r, working �ncoldvveaperwith'large �yr?'rhw'fCy+y,�rc*e,� lr4}i y i'.J- t.,l .z rt -r r Be aw , e C�I'�lt�il yes Of fir• r, 5�},w' diameter pipe, more time ar1.G. �� r C�OOd Safety pfa'ct Ces r . additional appticat'ons may,be`. Solverrtcemetltsfl!` p, pe and fittirigs areflammable � required ion eds�� e si�ou�do smoking Dior othersouret s '" " ' so Cher x i 'i A, ti k g : ,9 h ,: Cerner, rfcoatirigs of µ r o. hearor`im 7�ylyvvor ,n' or Stora e areas i3er, � T r45• ,n fi:. Sure20,YYSjj rtiy n a well,ventilated spa L e and . SU ,d��erlt tiliCiCrieSs , 4 avoid,unneCe�sa skin contact with al olvents ' , ,' : ti,, y' :., s i, z Mo,e cfetaliez3 s f ty fnforplatlon is �ivaifaare frorrj k , x} x Yi �,Y �. �Kitjir ! °•; 4 ,• Harvel or�Psee Onj Corpbratip� �C�y Mfrt r 'us6d Y' tJ rS. e r } 4 '+rS t .�fy 3't.t r fi ,rii,L Hca: i r.3 �'�-J t� � �, ;r�, }�yk.,, ..I, I�3 t�✓,�., er s�`Y t `v " p i .+ 7 Nor t t, a'9 ,, i•{„ r i` v, , �' t! .3 x o7Y�' at+d ssipates; the _, Vq more oha�suffcientcementtofill su�rtdts_wiitKttrCieTavitha +� t Q '� ,- o1iQ�EV1h► the loose part of the joint mUSf be cOrresp?bndil�g tictease tt �nrn, applied E sides filling the gap, r a < trejCtS%pOtab�yt Vviil taKtrtl7e . adequate cement layers4egt>ird',hiA"IE, X ti prgs�ure to tcj penetrate .he sur�ces and a'soeforEfnEfir? fUth 'ci aild 6na3 remain w'e � I J rY. t unt t the�o•nI rtrei;gftr +5 a In the fr tit r Z :I i�exl 'irfaCes:rr� b �p�teno�t �, g assemblea trove This burs if,;' fuse a bf t11, rS 5th g` y nYiR inr.`' cn f LtGi�j4]7 iilliil(�{ flit 4K I t ;y b ,�,,,jy t ,1- ,_��5^.;A e� u�',..: .:t`' �.sr i.:ayt^('ryy•t_yw �1 i,u.'�k i-/,pjJlyQnEhf,ti0�'.SUffaCCOfe1.JJleCe-,!e_.Wli(,U�CV,SC� IH ;'l YyfEi1C I�tdn-t{7; •�:i -. •'S` ,r�"�,.,,,y,ri�sy'„ �.,+Sf4,t. y,{�: ' ,�r�'ix,F� 4Yi �. of pipe tw0 separate layea t�f:' :i:'t}le'�lObStY`CU'jc�rt. $>'�.,�'. i y4{?�f1ti 7C`?� ?l led t.'}fi)Y, r,A �a 1� - � � e�� tx.� n id' F ,fir, :?��.� « tl r' ; x,=1 cement Fear{OWonali2dvyjayer fl 4.+ ^�Orit.1'n Out.the n tint, s s 3 -` 3a, t,',,,. $.,1 a J?F� '<'�, • �' j;y y * r"r Of>:em�nt,'I.jten�loncjsid2it�thin �^, �.:develo�s'ik.ti-�7Dt41�r`$ti"CnC�fi'1 O>"J .• i"f r'"' _ �r ^V'?. 7t rt'...l� x�•✓ h;'; i{,��,.Yt t^ .rrt ty*>, + , brushed oujJ�a r, Test Ef`t la)lefS `u,'sOlVefl�;c� '. (r1is;T5av` d3b(e. iplpe dt14+,"t{ USt'�be� , every15 sefonds or so to l•A ende N - karile SUCfCeS- Srii Wit,,,:—,� tap with yourfinger .Yoirvvilf note ` ° t w �+, , 'F..f�, t rr"r:an! 1 ar i that file thin ayer becomes tacky 0, yea d �3 f'fy, {T .t .' < kkxn +x t t and then apes quickly 1pr,,,, a # ,10!tngtY1 eVelO{'a� x within i 5 sego^ds' The hea la er !Ti K r r -�' �k k` l.n"' y Y n „. C!{�liSnl, tl tight p rt 1E �olnt rhe a a t Wi(i remain w t rhuch lohger. Now r ;t` c4 t r•. m� ;;..�t' a �<i x _ check fof perietratiGn a feW !1'linuteS x « }$ur#r� �1( er�d tO fuse chef Gln C r after applying�'these la rS scra e '` k i them;wh 'nife. Th th n a;ep n ahe.fa e ,the cemeiii ¢ond;oaq �' will have achieved little or no r N n " bQX�I rra penetration The heavy one, rn:;ch r r r�Ii .r v, morepf_netration. s_�ft 112!' VSR-SF P VANE TYPE W ATERFLOW FOR SMALL PIPE SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2051 Craig Rd.,/P.O. Box 28480 Don Leslie Street Mills, Ontario, Canada M3B2M3 St. Louts, Mo. 63146 Don (314)878-4321 / (800)325-3936 (416)441-1533 UL & ULC LISTED STK. NO. 1113000 U.S. PAT. NO. 3921989, CANADIAN PAT. NO. 1009680 OTHER PATENTS PENDING. The Model VSR-SF is a vane type waterflow swileh for use on wet sprinkler systems that use 1", 1 1/4", or 1 1/2" pipe size. The unit may also be used as a sectional waterflow detector on large systems. The unit contains two single pole double throw snap action switches and an adjustable pneumatic retard. The switches are actuated when a flow of 10 gallons per minute or more occurs downstream of the device. The flow condi- tion must exist for a period of time necessary to overcome the selected retard period. INSTALLATION: These devices may be mounted in a horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be ac- cessible. The units should not be Installed within 6" of a valve, drain or fitting which changes the direction of the waterflow. The unit has a 1 " NPT bushing for threading into a non corrosive "TEE". See figure 2 for proper "TEE" size, type and installation. Service Pressure: Up to 250 PSI Minimum Flow Rate for Alarm: 10 GPM Maxlmum Surge: 18 FPS Enclosure: Cast Aluminum, red •namal finish. Cover field In place with tamC) per resistant screws. Contact Ratings: 10 Amp.@ 25/2wo setof 250 V. AC 2 Amp. @ 0-30V. DC Conduit Entrances: Two openings for 1/2" conduit. Usage: Listed Plastic, Copper and Schedule 40 Iron Pipe. Fits plpe sizes - 1", 1 '/,", & 1 '/z" Note: 8 paddles are furnished with each unit, one for each pipe size of threaded or sweat TEE, one for CPVC, and one for polybutylene. Envlronmental Limitatlons: 405' C/49' C Caution: This device is not Intended for applications In explosive environments. Service Use: NFPA-13 Automatic Sprinkler NFPA-132 One or Two Family Dwelling Residential Occupancy up to 4 Stories R NFPA-71 Central Station NFPA-7 Local NFPA-72B Auxiliary NFPA-72C Remote Station NFPA-72D Proprietary Optional: Cover Tamper Switch , order Stk. No. 0090018 Kit for Outdoor Use: Order Stk. No. 1940036 Screw the device into the "TGE" filling as shown in Fig. 2. Care must be taken to properly orient the device for the direction of waterflow. The vane must not rub the inside of the "TEE" or bind in any way. The stem should move freely when operated by hand. The device can also be used in copper or plastic pipe installations with the proper adapters so that the specified "TEE" lilting may be installed on the pipe run. TESTING: Check the operation of the unit by opening the "Inspection Test Valve" at the end of the sprinkler line orthe drain and test connection, if an Inspectors Test Valve is not provided. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SF is not recommended or advisable CAUTION: There are 8 paddles furnished with each unit. These paddles have raised lettering that shows the pipe size and type of "TEE" that they are to be used with. The proper paddle mutit be used. The screw that holds the paddle must be securely tightened. REV D ■ULLETIN 002 PAGE 1 OF 2 PRINTED IN USA f BELLS PBA -AC & PBD -DC J t UL Listed, FM Ap : oved Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environme,.," Indoor or outdoor use (See Note 1) -40' to 150'F (-40° to 66'C) (Outdoor use requires weatherproof backbox.) Termination: 4 No. 18 AWG stranded wires 6" BELL SHOWN Finish: Red powcer coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power con- sumption and high decibel ratings. TI 1e unit mounts on a standard 4" (101 mm) square electrical. box for indoor use or on a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZEI INCHE:. I VOLTAGE (nnn) MODEL NO. STOCK NO. CURRENT (MAX.) TYP!CAL do AT 10 FT. (3-) (2) MINIMUM do Af 10 FT. (3m) (I) 12VUc I'HI:126 1706012 .12A 65 76 3 (20()) 12VD;; PUO 123 1703012 .12A 90 76 10 (2�)0) - _ 12VDc P0111210 1710012 .12A 92 76 fi (i5U) 24VDC PUD246 170002M1 068 37 70 3 (200) 24VDC PHD240 1703024 06A 91 79 IU (2SI7) 2.IVIlC 1'1102410 1710024 .OIiA 94 79 24VAC PHA246 1306024 .17A 91 76 - 0 (2011) - 24VAC PHA2411 1300024 .I 7A 94 76 10 (2sU) 24VAC PHA2410 1010024 .17A 9M1 76 fi (I bo) 120VAC PH.A1206 1806120 .05A 92 32 3(200) 120VAC PUA1208 130#120 .U5A 99 62 12)VAC I-WA120101#10120 05A 99 65 Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30' to 150'F (-34' to 66'C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. Potter Electric Signal Company • 2081 CI aig Road, St. Louis, M0,63146-4161 • Phone: 800-325-3936/Canada 408-8£32-1©33 • www.pottersignal.com PRINTED IN USA MKT. 118050001 - REV P PAGE 1 OF 2 MFG. U5400776 - 0/99 36 `1000 INCORPORATED CORONA. CA • (") 737.559! *_•y ..��.: t".,et._c.._ .ra,riti x��..easla,,- . rt.�e.r ,. .r r..r+ � FIG. 23 PLAST'l C PIPE DOUBLE FASTENER STRAP TYPE Size Range - 3/4" thru 2" C.P.V.C. pipe. Material- Carbon Steel with galvanized finish G-90 go.,_. spec Function- The Fig. 23 and Fig. 24 are intended to perform as a hanger/restrainer to support only C.P.V.C. pip" -g used in automatic fire sprinkler systems. Fig. 23 and Fig. 24 can be installed on the top or on the bottom of a beam. The Fig. 23 can a!su be installed on the side of a beam. The Fig. 23 and Fig. 24 can also function as a restrainer to preve!.: the upward movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13, 13R, and 13D. Features - The Fig. 23 and Fig. 24 incorporate features which protect the pipe and ease installation. The flared edge design 3/4 3-1/8 1-1 2 REVISED 3/94 , 25/ 16 4-3/16 3 FIG. 23 FIG. 24 1-9/16 1-5/32 X1:11/16 ��1`5%16� 2-3/32 1-1/2 2-7/16 1-27/32 . FIG. 24 HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE — SIDE MOUNT I� protects the C.P.V.C. pipe from any rough surface. The Fig. 23 design incorporates snap retainers allowing easier and faster installation. The Fig. 23 and Fig. 24 are easily attached to the building struc- ture using etre two lex head self threading screws' furnished with the product. It is recommended that rechargeable electric drills Fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to res,-.lt from installations using impact type toils. No pre drilling of a pilot hole in wood is required. Order By -Figure number and C.P.V.C. pipe size. Pa`ents Pending '-Hardened hex tread seljt?weadiny screw isfurnished with the product and is the minimum fastener size acceptable. C .23 FIG IG. 24 /16 1 3, /16 1-3/16 1-3 1.3/16 1=3~1`'3/16 !_ MAX. HANGER FASTENER APPROX. SPACING l IEX }LEAD WEIGHT (FT.) SIZE PER 100 _--5-1/2-------- ----5/16 9 � F �X1& ,`' 6-1/2 5/16 11 8 5/161 HANGER FOR C.P.V.C. A B C.P.V.C. PIPE SIZE FIG. 23 FIG. 24 -------- --- -- ----- __-- 15 1-1 2 REVISED 3/94 , 25/ 16 4-3/16 3 FIG. 23 FIG. 24 1-9/16 1-5/32 X1:11/16 ��1`5%16� 2-3/32 1-1/2 2-7/16 1-27/32 . FIG. 24 HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE — SIDE MOUNT I� protects the C.P.V.C. pipe from any rough surface. The Fig. 23 design incorporates snap retainers allowing easier and faster installation. The Fig. 23 and Fig. 24 are easily attached to the building struc- ture using etre two lex head self threading screws' furnished with the product. It is recommended that rechargeable electric drills Fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to res,-.lt from installations using impact type toils. No pre drilling of a pilot hole in wood is required. Order By -Figure number and C.P.V.C. pipe size. Pa`ents Pending '-Hardened hex tread seljt?weadiny screw isfurnished with the product and is the minimum fastener size acceptable. C .23 FIG IG. 24 /16 1 3, /16 1-3/16 1-3 1.3/16 1=3~1`'3/16 !_ MAX. HANGER FASTENER APPROX. SPACING l IEX }LEAD WEIGHT (FT.) SIZE PER 100 _--5-1/2-------- ----5/16 9 � F �X1& ,`' 6-1/2 5/16 11 8 5/161 HANGER FOR C.P.V.C. MOUNT I� protects the C.P.V.C. pipe from any rough surface. The Fig. 23 design incorporates snap retainers allowing easier and faster installation. The Fig. 23 and Fig. 24 are easily attached to the building struc- ture using etre two lex head self threading screws' furnished with the product. It is recommended that rechargeable electric drills Fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to res,-.lt from installations using impact type toils. No pre drilling of a pilot hole in wood is required. Order By -Figure number and C.P.V.C. pipe size. Pa`ents Pending '-Hardened hex tread seljt?weadiny screw isfurnished with the product and is the minimum fastener size acceptable. C .23 FIG IG. 24 /16 1 3, /16 1-3/16 1-3 1.3/16 1=3~1`'3/16 !_ MAX. HANGER FASTENER APPROX. SPACING l IEX }LEAD WEIGHT (FT.) SIZE PER 100 _--5-1/2-------- ----5/16 9 � F �X1& ,`' 6-1/2 5/16 11 8 5/161 HANGER FOR C.P.V.C. __-- 15 w DRAWN C H E C K E O DATE SCALE L1' OB NO. wL,ET2 SHEET OF SHEETS M Pmor }MST NO. 18$A-IGX24*1975 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.4 - SUBMITTAL. Page 1 ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : P.O. Box 3176, Chico, CA 95927. TOTAL DESIGN AREA 512 Date: 12-21-2005 File: C:\RESDEN44\WALKER2.RES REQUIRED DENSITY .055 COMPUTED DENSITY JOB : residential 2 heads flowing TOTAL DOMESTIC FLOW 5 TOTAL WATER REQUIRED SOURCE I STATIC : 45.0 Psi RESIDUAL 40.0 Psi FLOW 35 Gpm DESIGN I SPRINKLER MANUF : reliable MODEL f1 res 49/ccp I SPRINKLER Q 14.0 Gpm VALVE .0 Psi SPRINKLER P 8.2 Psi METER .0 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. Feet FACTOR Psi Gpm ----------------------------------------------------------- 1 10.0 4.9 8.1 14.0 2 10.0 4.9 8.7 14.5 3 10.0 9.6 4 10.0 11.5 5 10.0 15.9 6 10.0 24.5 7 3.0 30.7 5.0 DOME 8 1.0 SOURCE 32.8 33.5 SPRINKLERS FLOWING 2 AREA PER SPRINKLER 256 TOTAL DESIGN AREA 512 MIN SPRINKLER FLOW 14 REQUIRED DENSITY .055 COMPUTED DENSITY .055 TOTAL SPRINKLER FLOW 28.5 TOTAL DOMESTIC FLOW 5 TOTAL WATER REQUIRED 33.5 TOTAL SPRINKLER PRESS 32.8 WATER METER LOSS .0 VALVE FIXED LOSS .0 SUPPLY PRESS AVAILABLE 40.4 DEMAND PRESS REQUIRED 32.8 PRESSURE CUSHION 7.6 Sq Ft Sq Ft Gpm Gpm/Sq Ft Gpm/Sq Ft Gpm Gpm Gpm Psi Psi Psi �FOFC Copyright(2004) Psi by Psi Hydronics Engineering Psi 34119 Fremont B1, Suite 609 Fremont, Ca., 94555 MAXIMUM VELOCITY 9.5 FIS (800) 845-9819 oS- � BUTTE COUNTY BUILDING DIVISION APPROVED HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.4 - SUBMITTAL. Page 2 ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : P.O. Box 3176, Chico, CA 95927. Date: 12-21-2005 File: C:\RESDEN44\WALKER2.RES JOB : residential 2 heads flowing PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi ------------------------------------------------------------------------------- END DIAMETER TOTAL (Psi/Ft) 1 q= 14.0 K= 4.9 L= 6.0 Pt 8.1 Pt 8.1 1 Q= 14.0 F= LR F= 8.0 C= 150 Pe .0 Pv -.4 Vel= 7.3 D= .884 TL= 14.0 .1023 Pf 1.4 Pn 7.8 -------------------------------------------------------------------------- 3 Pt 9.6 2 q= 14.5 K= 4.9 L= 1.0 Pt 8.7 Pt 8.7 2 Q= 14.5 F= L F= 7.0 C= 150 Pe .0 Pv -.4 Vel= 7.6 D= .884 TL= 8.0 .1089 Pf .9 Pn 8.3 -------------------------------------------------------------------------- 3 Pt 9.6 3 q= .0 K= .0 L= 13.5 Pt 9.6 Pt 9.6 3 Q= 28.5 F= 2R F= 2.0 C= 150 Pe .0 Pv -.6 Vel= 9.5 D= 1.109 TL= 15.5 .1261 Pf 2.0 Pn 9.0 -------------------------------------------------------------------------- 4 Pt 11.5 4 q= .0 K= .0 L= 26.0 Pt 11.5 Pt 11.5 4 Q= 28.5 F= 3RB F= 8.0 C= 150 Pe .0 Pv -.6 Vel= 9.5 D= 1.109 TL= 34.0 .1261 Pf 4.3 Pn 10.9 -------------------------------------------------------------------------- 5 Pt 15.9 5 q= .0 K= .0 L= 58.0 Pt 15.9 Pt 15.9 5 Q= 28.5 F= 3RL F= 10.0 C= 150 Pe .0 Pv -.6 Vel= 9.5 D= 1.109 TL= 68.0 .1261 Pf 8.6 Pn 15.3 -------------------------------------------------------------------------- 6 Pt 24.5 6 q= .0 K= .0 L= 7.0 Pt 24.5 Pt 24.5 6 Q= 28.5 F= 4RSL F= 18.0 C= 150 Pe 3.0 Pv -.6 Vel= 9.5 D= 1.109 TL= 25.0 .1261 Pf 3.2 Pn 23.9 -------------------------------------------------------------------------- 7 Pt 30.7 7 q= 5.0 DOME L= 45.0 Pt 30.7 Pt 30.7 7 Q= 33.5 F= F= .0 C= 150 Pe .9 Pv -.2 Vel= 5.3 D= 1.602 TL= 45.0 .0284 Pf 1.3 Pn 30.5 -------------------------------------------------------------------------- 8 Pt 32.8 -------------------------------------------------------------------------- Meter = .0 8 -------------------------------------------------------------------------- Q= 33.5 <<< SOURCE >>> Pt 32.8 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.2 - SUBMITTAL. ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : P.O. Box 3176, Chico, CA 95927. DATE : 12-21-2005 FILE : C:\RESDEN44\WALKER2.RES JOB : residential 2 heads flowing PSI 100 90 80 70 60 50 40 30 20 10 0 FIRE SPRINKLER HYDRAULIC GRAPH 10 15 20 25 o ---o Supply Curve Static : 45.0 Resid : 40.0 Flow : 35.0 30 35 40 45 50 FLOW - Gpm 0 Demand Curve Copyright: Hydronics Engineering, 2004. 34119 Fremont B1, Suite 609, Fremont, CA. 94555. (800) 845-9819. Avl Pr : 40.4 Q 33 Req Pr : 32.8 @ 33 Pr Cush: 7.6 jvo u VAI �� c r S , IYTIC %0-1 '\Vj 1 erv+A�voelx.+an•aOt..MM U.-.t�{.wa.A +tlW� YiW'.15b'YM�H. W°Mesv'"1"`J%""'V"' Read Carefully! Installation Instructions & Technical Data (Details in bulletins 035 & 135) . Model F1 Res 49 Pendent . Model F1 Res 49 Recessed Pendent / F1 (F1 escutcheon, adjustment) F1 Res 49 Pendent F1 Res 49 Recessed Pendent / F1 . Model F1 Res 49 Recessed Pendent / FP (FP push-on/thread-off escutcheon) . Model F1 Res 49 CCP Pendent •A �' '� r. w F1 Res 49 Hecessea Pendent/FP Model F1 Res Sprinklers (UL 1626 Standard) Technical Data Max SprinklerSprinkler SSpacing P cing rinkler S�emPMax. Pressure psi (bar) ax. mbiient ATM Max. Sprinkler Thread � 9 12 x 12 (3.6x3.6) eamIp, K Factor Length Size - - Pressure ---- 13 (49) 7.0 (0.48) In 18 x 18 (5.5x5.5) .F .0 •C IF •C 16.7(1.15)___-- (mm) /z' NPT 155 68 175 psi 100 382.25 66 4 9 (57) (R'/z) 175 79 02 bar) 150 Max SprinklerSprinkler SSpacing P cing Flow gpm (Lpm) Pressure psi (bar) Identification Number (SIN) Max. Sprinkler Thread 12 x 12 (3.6x3.6) 13 (49) Max. Pressure Ambient Temp. 14 x 14 (4.3x4.3) 13 (49) 7.0 (0.48) 16 x 16 (4.9x4.9) 13 (49) 7.0 (0.48) R3516 18 x 18 (5.5x5.5) 17 (64.3) 17_.0 (0.83) •C 20x20(6.1x6.1) 20(75.7) 16.7(1.15)___-- IF Technical Data F1 Res 49 CCP Pendent Sprinkler CCP Assembly Pressure Max. Sprinkler Thread Tem Rating g Number (SIN) ----- --- Max. Pressure Ambient Temp. K Factor Length Inc Size Rating _ 13 49 (mm) 1453) _ IF •C IF -C 18 x 1545.5x5.5) IF •C '/•z" N(T1 r 1�5 68 135 51 175 psi (12 bar) 100 150 38 I 66 4.9 --. 2.25 _ (57)_ F1 Res 49 CCP Pendent Max Sprinkler Flow Pressure Sprinkler Identification Spacing acing S gpm (Lpm) psi (bar) -- — Number (SIN) ----- --- 12 x 12 (3-.6x3.6) 13 (49) 14 x 14 4.3x4.3), _ 13 49 16 x 16(4.9x4.9) 1453) _ _ -_- 15.2 00.56) ---- R3516 18 x 1545.5x5.5) _-_18 X66.1) _ 13.5 (0.93) __ 20x20 (6.1 x6.1) The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, NewAo 2 31 55 Basic Principles of -11— S(.)IVctlt CC1111(yli('d c.l), Ill-'( llofl 111 thr't'IlK7OI:lsfic' pip- '111d fittinci: is Ill, I.INI vit:tl tie,!. I,l (ll:esti( pipe I;IN!,I;I,Iti( n., Ii (on I1w.11I Ilv., :l If cil".•• of f:lilul( of I!I:, `\'CIcIII rI.. ,! \.A, 1 ,ll�. ;\r r r)Illirl(Ily. it w( It Ih(• li I it 1 pi(It(-'sir )I I, if (.If(' 1 II !.II ,It,' rliv(-11 I,) tlfhal cof!Il)()I)(-tIf-. I'I Ill(. %yltt'III. IIIl-11, rlr(` -1 it 111y!11it1(I if-, Ill lirllIc,; i r If 1i'J )(2c l 1,l ",n.'Jill,I %wl , 11,1/ '.1('1) I let )r (.O l ('s (ill jl.v;l Ilow to IIlakc soly( i 11 (:( It ; III'd j• it It,,. I lowevel, •e fecl II1-Il if Ills• 1). r'.I( i ~ I! a ii )Ir.', j11v, rIV! d :lIf' plclincd, kilowil :wel thele•/ Its!, ,- hr.11er rularsCln<Jl;ul w(uif(, ;)(' r.iai ('(I. 11) Whelt I(`r!1111(lucs lfe Ila( r•,;C;l1v to `,LI:• ').!Itlr till -it !,fIIIC�Iti:'rl.., i.ellliwt-l!':I(` Coll"llti(` nllci V IrhlTl:lt in Si?C 011cl fits of pip., ,uxl fillincis. 1;(, ,lw,alc r:lr ll! tine•,. ()f (loon •. IFMV Ina(li(-r.s. `)Olvellt Cements f(`: !lil)c ,111(.1 (iltill(J" ,llO II:II111111h1c, •;o there should hr' nrl Srllnkirlc) rl(Ir ol!�^r' srnlr.res ,if hull. (v f1:1111(_' ill o'( l i'• 1 or S!,.).rl(i(` •.Ir to v,iork only It: �.,.!� •✓cnr.!•Ilcr! si ,-m-.ulrl ,Ivoid tIt! ;1CC('<<;!I, "ll"cl viii! ,ill More cict'liled C-lff'!•.' If, )Iu;;itfor I is rlv.lil,lhle I'1.?rvei or If , ;W('Irl C)n) ''r)rprll,ltic,r'• . Tc> �or-jsiskn 0tly make godd � joif is, -i r- foilcming Sl�nulc. . he core�i_►fly c �Llerskodci. i " '� fhc: joirlirl(i' ;tnf;r I,s must l:x' sofl„r,rlrl i Si.lrficicrlf cr rIv nt nitl;t I1( ,1Iif11icc1 c1 fill the (+-In If\j\wr,i) pipe noel rit.lin-1. 3 /\tiS(_x11hly ('f I Iipr' ,r I (it.!ilu]: iwr't he nrfdc wl lil(., 111(' ,1 c I,u:c� ; rr` still wet 1� 4 Joint strcllclll' vclops ,-IS lhc Ceindi It dries. 111 Ill( li(iht po,t of the joillt,Etic surfaC('•, vlijil ir`I'd to fUSc to(lettler, ill the loos(.,I),III lilt` cenletlt \mill bond to �`. Moth surf,v These areas must tae snf':rrned and rlelifrtrated or PI it-IIIP.irnl Il„•()iII •;1111 r 1'I I11'I 111 1(I 1 rI I u $1,11, P, 11, g11, Itlr rl I. `.1 :IIr •I UI III In•.n lli,•vrrl l)y 0., 1 rnp•nl flIrit.Il,•.ul (.)1!t ',IIT 1 r''111r`r 1111VI (IIr or c(Il 11 :f;Il eft III\, n•fcr U, in 1:111111 iof 1 111••111( Iior1•,) I of r rlt;Iinruler (rri. fin m,li(itnit, it ofely Ire• rlrcil,ll d,• IO ov, IIS• 1\y:( . ) ,.11 1• Irlrlr(•'.S v,'•ir I, uuli✓c ,luinn,lir,(v)•.Inr;rirrpl, ;1111/9 I :y. I (it 11111 )J”. .volkilui in „Irl \vr•)Il u I will, ''i Ir' tfi:)rnrwr pip', more tulle'IIIA :Irlrlili r•.!:II)t,hr:-Ilion'nl;r,%Iu )(,fjo n•fl. Cement coatings of St.►ffit::^i3f ttii:'!rtl(_�SS, h1�nr'III:uISlllirir•Il:rcnlrn�.t' "il• ii;: �: Y.r• 11,111 I)I Ill,. ioilll ,II )(1111 , 1. Ik•',b it •t ul 11 ,••,•.rlr 11.11, 1,.)u, Illy •,1111.'• ,': •,I d•,,r n •111• I'I I `✓✓rI I n WI rl v, knit II r' ;)�yr� I ,Irrl. I'1, rvr• 1111•; yotn••:f. 11,I:!y •.. 1) .ttll;lrr o! I I)iwt• ,I pif,r I ^to )el),unlr Iny,•I If ((1I. 1 1ra f11,., ,,I) -I IIr,Ivy 1.1ycr (Ifrelrlrrll,tIu'I) Inuri(I„"•I Will 11• I" S.r11Irr, ni '.O 1)y ,I t1('nllr iry) ),vitll Yom Ilnr,Irl. yo1 will note •11.11 1!'r Will Lly"I hof only` 1t1.6y .rinl IlWfI flirt rl1l, 1'. IV ilnoll"I)ly willml jr; ti('ronrA) IN. I,cm(ylnycr will n flair 1 wri turn 11 l l ti let r*)W Ip•, I• for I)el Iclr;IllOII:I fr'•.h' IIIII IIIIC$ •� ,)fuer o p)lyillq 1110••(1 1 ly(•I% s(r;lilr ilu nl 1"villi ;I 1<Illfe. II le Illin Irly('r will 11.1ve m Ilif.vcrl tillll, (, it,, Iwo' r„i•tt) IIto,IWIVY lac• 11'11 I, • t)pnr 110 `!Ir'I1 .1!i"� Surfaces must be assembled while they are wet and soft If IIv rrnl, ul rr,.11in(I•, on 1' ' t l" urI IIIInn1. .ur \vet ,11,41 Mild ,r.tl nilrl•,' I it r•. 1d,I, r• Iln•\ •:will rnl Ir, flo\v I,Irintllrl ,,litl 11„(r,Itu• "o'. I:ryrl All (, If ill(. (rnlcnl I; v,,I't fl”. Sl IIIdr r•. I)r11f :1111 tl "Ill v011 ':WI . Soft, ,xui llu tr !,ofuylr,l cul ,i, r Ill• tull;l 11,111 of Ill(' joint \vIll l,•I•.1 to roV, 1••(!,•111,9. Surfaces A% IiI(''. ,Ivr91 rh:•.i1,rlirc, lly, "10 .10 )'1'111 I),urlr^t \vlll, •.U:•n(IIII ✓A(lood i:n'd I,,1uir�rl v�•,nf;inrl 1,Irs•,ulr 111111 I,, II a, IIr I-lol v.fidl,"rIIv;ll"If tUf nrltll r, (01,1111r(I 11 Ion' Iliil't 11,111 of tlu' 11111:1. ,tlrn•_I'I) ;•,•ill rlr."'1 If( 111""' 11111/ b,l;, II I•'I) I': (Ile owwl (l)nn(Ir;l) 11,x1 or r' 1(,111(11,fonn,llion ,11)oot :1 1( (It -V(,lolunrnt of Itot (I StIvI'qt I Sr,lvrr 11 ( t I Iv, 11,” 11, `IMC 1'I ll'-` "I ,!'•I• '1'111, QI1..t t ,-,'1' 1,11) (R)POTTER Potter Electric Signal Company 2081 Craig Rd.,/P.O. Box 28480 St. Louis, Mo. 63146 (314)878-4321 / (800)325-3936 STK. NO. 1113000 U.S. PAT. NO. 3921989, CANADIAN PAT. NO. 1009680 OTHER PATENTS PENDING. VSR-SF VANE TYPE WATERFLOW FOR SMALL PIPE SWITCH WITH RETARD __......, 1 Tn Potter tleuuw m- 1967 my -1967 Leslie Street Don Mills, Ontario, Canada M3B2M3 (416)441-1833 UL & ULC LISTED Service pressure: Up to 250 PSI Minimum Flow Rate for Alarm: 10 GPM Maximum Surge: 15I-rz, Enclosure: Cast Aluminum, rad enamal finish. Cover hold In place with tamper resistant screws. Contact Ratings: 10 Amps@ 125/2250 VFAC C) 2 Amp. @ 0-30V. DC Conduit Entrances: Two openings for 1/2" conduit. Usage: Listed Plastic, Copper and Schedule 40 Iron Pipe. Fits pipe sizes -1",1 /+", & 1 /z Note: 8 paddles are furnished with each unit, one for each pipe size of threaded or sweat TEE, one for CPVC, and one for polybutylene. Environmental Limitations: 404.5 F/120C/49F e type watertlow switch for use The Model VSR-SF is a van on wet sprinkler systems that use 1", 1 1/4", or 1 1/2' pipe size. The unit may also be used as a sectional waterflow detector on large systems. The unit contains two single pole double throw snap action switches and an adjustable pneumatic retard. The switches are actuated when a flow of 10 gallons per minute or more occurs downstream of the device. The flow condi- tion must exist for a period of time necessary to overcome the selected retard period. INSTALLATION: These devices may be mounted in a horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be ac- cessible. The units should not be Installed within 6" of a valve, drain or fitting which changes the direction of the waterflow. The unit has a 1" NPT bushing forthreading Into a non corrosive "TEE". See figure 2 for proper "TEE" size, type and Installation. CAUTION: There are 8 paddles furnished with each uni�oTea addle paddles II111gbe sed. The screw that hods the paddle size and type of "TEE" that they are to be used with. Thep p P must be securely tightened. n e2 r- t AF 2 Caution: This de environments. icis t Intended for applications In expl Service Use: NFPA-13 Automatic Sprinkler NFPA-13D One or Two Family Dwelling o 4 Stories NFPA-13R Residential Occupancy up NFPA-71 Central Station NFPA-72A Local NFPA-72B Auxiliary NFPA-72C Remote Station NFPA-72D Proprietary Optional: Cover Tamper Switch , order SIR. No. 0090018 Kit for Outdoor Use: Order Stk. No. 1940036 Screw the device into the "TEE" fitting as shown in Fig. 2. Care must be taken to properly orient the device for the direction of waterflow. The vane must not rub the inside of the "TEE" or bind in any way. The stem should move freely when operated by hand. The device can also be used in copper or plastic pipe installations with the proper adapters so that the specified "TEE" fitting may be installed on the pipe run. TESTING: Check the operation of the unit by opening the "Inspection Test Valve" at the end of the sprinkler line or the drain and test connection, if an Inspectors Test Valve is not provided. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SF is not recommended or advisable PIEV D !'PANTED IN USA (E)POTTERBELLS PBA AC &PBD -DC UL Listed, FM Approved Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) -40• to 150•F (-400 to 66•C) (Outdoor use requires weatherproof backbox.) Termination: 4 No. 18 AWG stranded wires 6" BELL SHOWN Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power con- sumption and high decibel ratings. The unit mounts on a standard 4" (101 mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: S12E INCHES (mm) VOLTAGE MODEL NO. STOCK NO.1 CURRENT TYPICAL @1111 AT 10 FT. (am) (2) MINIMUM d■ AT 10 FT. (3m) (1) 6 (150) 12VDC PBD126 1706012 .12A 85 76 9 (200) 12VDC P9D129 1709012 .12A 90 76 10 (250) 12VDC PED1910 1710012 .12A 92 76 6 (150) 24VDC POD246 1706024 .06A 97 76 9 (200) 24VDC PBD249 1709024 .00A 91 79 10 (250) 24VDC POD2410 1710024 .06A 94 79 9 (150) 24VAC FBA246 1906024 .17A 91 76 9 (200) 24VAC PSA249 1909024 .17A 94 76 10 (250) 24VAC PSA2410 1910024 .17A 94 76 6 (150) 120VAC PRA1206 1806120 .05A 92 92 9 (200) 120VAC PIA1209 1909120 .05A 99 92 10 (250) 120VAC I-SA12010 1910120 .05A 99 1 95 Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -300 to 150•F (-340 to 66•C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada sis-882-1833 • www.pottersignal.com -------------- -------------- PRINTED IN USA MKT. #8850001 - REV P PAGE 1 OF 2 MFG. #5400776 - 3/99 BELLS (B)POTTER PBA -AC &PBD -DC BONN FIG.1 BELLS 10" (2s0) r 8" I (200) 6" (150) I L 2 11/16" Imo- DWG. 1776-1 (65) I DIMENSIONS INCHES (mm) FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADED 1/2" CONDUIT ENTRANCE 5)1 5 3/4" (146) O iI1 4 (41)1) DWG. #776-2 (86) (108) 3 3/i" 5- (86) (127) FIG. 3 WIRING (REAR VIEW) D.C. BELLS (OBSERVE POLARITY) A.C. BELLS RED (IN),00 LRED(OUT)WHITE (IN) WHITE (OUT) FROM CONTROLPANEL BELL FROM CONTROL PANELOR -LINE ORPRECEDING BELL R PRECEDING BELLBLACK (IN) • BUCK (IN) • /LACK (OUT) CAUTION: CAUTION• WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. NOTES: NOTES: 1. OBSERVE POLARITY TO RING D.C. DELLS. 1. WHEN USING A.C. BELLS, TERMINATE EACH EXTRA WIRE SEPARATELY 2. RED WIRES POSITIVE (+) AFTER LAST BELL. 3. BLACK WIRES NEGATIVE (-) 2. END -OF -LINE RESISTOR IS NOT REQUIRED ON A.C. BELLS. DWG. #776-3 INSTALLATION 1. The bell should be mounted a minimum of 8 ft. (2.4m) from the floor or as close to the ceiling as possible. 2. Remove the gong. 3. Connect wiring (see Fig. 3). 4. Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). 5. Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). 6. Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). ------------- ----------------- PRINTED IN USA MKT. #8850001 - REV P PAGE 2 OF 2 MFG. #5400776 - 3/99 36 Lia INCOR►ORATED CORONA, CA - (909) 737-6599 FIG. 23 HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE J.. Imo_ A Size Range - 3/4" thru 2" C.P.V.C. pipe. Material- Carbon Steel with galvanized finish G-90 govt spec. Function - The Fig. 23 and Fig. 24 are intended to perform as a hanger/restrainer to support only C.P.V.C. piping used in automatic fire sprinkler systems. Fig. 23 and Fig. 24 can be installed on the top or on the bottom of a beam. The Fig. 23 can also be installed on the side of a beam. The Fig 23 and Fig. 24 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13, 13R, and 13D. Features - The Fig. 23 and Fig. 24 incorporate features which protect the pipe and ease installation. The flared edge design FIG. 24 HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE – SIDE MOUNT It-- A -10- protects i• protects the C.P.V.C. pipe from any rough surface. The Fig. 23 design incorporates snap retainers allowing easier and faster installation. The Fig. 23 and Fig. 24 are easily attached to the building struc- ture using the two hex head self threading screws' furnished with the product It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from Installations using impact type tools. No pre drilling of a pilot hole in wood is required. Order By - Figure number and C. P.V.C. pipe size. Patents Pending '-Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. C.P.V.C. PIPE SIZE A FIG. 23 FIG. 24 d FIG. 23 FIG. 24 1-91.16 1-5/32 C FIG. 23 FIG. 24 MAX. HANGER FASTENER APPROX. SPACING HEX HEAD WEIGHT FT. SIZE PER 100 3/4 3.1/8 2-5/16 1-3 1-3/16 5-1/2 5/16 9 %16 .6 �7 '�`"�t"�.:' 1.144 4-3,116 3 2-3/32 1-1/2 - 5�s 1-3/16 1-3/16 ' =` i 'iY,, 6-1� 2 5 16 11 EMARAN ENT. /ate ... i �, ., 2 4-7/8 3-11/16 2-7/16-1-27/32 1-3 1� 8 5 16 15 REVISED 3/94 01 O <h�> O O O (641 3� 0 4 �39 , 114 0 _I � Io e � I O O -6 z- -7-C> 5-0 O 6$73 O O O O 0 =3N 8 ! o It "ja To w�--u-- D TION C Q FjCQ c. No. 275: G16 s� NOTES: 1. System to be installed per N.F.P.A. 13D, Manufacturers specifications, and local A.H.J. 2. System provides protection in selected areas only as per N.F.P.A. criteria 3. All piping to be "listed" CPVC or equiv. 4. Pipe hangers to be "Tolco" or equiv. 5. Freeze protection, carpentry and electrical by others. 6. Riser to be installed in "stud bay" within indicated wall. 7. Exact pipe run lengths and head location subject to field verification. 8. Heads to be Reliable fl res 49 ccp Flows based on a 16'X16' grid pattern. (see attached cales. And spec. sheets) 9. All pipes to be 1" diameter unless otherwise noted. 10. All ceilings are flat and 9'0" in height, unless otherwise noted 11. "Tolco" pipe hanger spacing per attached manufacturers spec. sheet. 12. Total heads required = 13 13. Future Additions of heat sources, like gas or wood burning stoves, should be installed according to N.F.P.A. 13D residential sprinkler installation guide. 0 3 6-0 �►Q�ais srs �� CJJ 5 �� o G ��. . 3• p -3 -3 C AFPuIR0s -ED 1/G16,1, AAt FAWWf1NW NO. IOGA-IOX2491975 REVISIONS BY A u ' U 'r ,UU� N � u u 1~ Sac° OAAWN CHECKED OATE }Z ` 2 ` t '0�;- SCALE L OS NO. R 1-1 2 SHEET OF SHEETS 31 4 y on 0 i ` � I 70,E 3 �P �' O 01.o O I I I I L "se A"0 / •c, 0 ►scT �; 03 6-0 J• P 0 5-0 N O t 0 t` R S O LL Fir- i t �cti a �Corit Cti uc. No. 275 06 C-16 top �9rF Op CAL��OP NOTES: 1. System to be installed per N.F.P.A. 13D, Manufacturers specifications, and local A.H.J. 2. System provides protection in selected areas only as per N.F.P.A. criteria 3. All piping to be "listed" CPVC or equiv. 4. Pipe hangers to be "Tolco" or equiv. 5. Freeze protection, carpentry and electrical by others. 6. Riser to be installed in "stud bay" within indicated wall. 7. Exact pipe run lengths and head location subject to field verification. 8. Heads to be Reliable fl res 49 cep Flows based on a 16'X16' grid pattern. (see attached calcs. And spec. sheets) 9. All pipes to be 1" diameter unless otherwise noted. 10. All ceilings are flat and 9'0" in height, unless otherwise noted 11. "Tolco" pipe hanger spacing per attached manufacturers spec. sheet. 12. Total heads required =13 13. Future Additions of heat sources, like gas or wood burning stoves, should be installed according to N.F.P.A. 13D residential sprinkler installation guide. BUTTE COUNTY BUILDING DIVISION APPROVED MR�t L / M.S7 NO. 186A41SX2401973 s SSSS osZ_ C a� % 0 0 U b M b DRAWN CHECKED DATE 2 - 2 ) - CC_ :CALE G on NO. n wLf�(L SHEET OF SHEETS