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HomeMy WebLinkAboutB18-0279 025-090-036BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line (IVR) : 530.538.4365 (Cut off time for inspections is 3pm) Development Services cannotgiiarantee inspections on the date requested Office: -530.538.7601 Fax:530.538.7785 www.ButteCounty.net/dds Permit No: B 18-0279 Issued: 2/5/2018 APN: 025-090-036 Address: 2899 DOS RIOS RD, BIGGS _ Owner: ROLES BRIAN & CHRISTINE Permit Type: PERMIT TO COMPLETE Description: PERMIT TO COMPLETE THE POOL 05 - AREA Flood Zone: SRA Area: SETBACKS for Zon*np- AG- SRA. PW Front: Centerline of Road: Rear: SRA: Street: AG: Interior Total Setback from Centerline of Road: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE Setbacks 131 Foundations / Footings 111 Pier/Column Footings 122 Eufer Ground 216 Masonry Grout 120 Setbacks 131 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test Underground/floor .404 Gas Piping Underground/floor 403 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Blockin nde inin 612 Tiedown/Soft Set System 611 Do Not Install Floor Sheathing or Slab Until Above Signed ShearwallB.W.P.-Interior 134 ShearwallB.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 417 Manometer Test Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 153 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 4 -Way Rough Framing 128 Gas Piping House 403 Gas Test House 404 Shower Pan/Tub Test 408 Do Not Insulate Until Above Signed r Permit Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Fire Sprinkler Test or Final 702 Swimming Pools Inspection Type IVR INSP DATE T -Bar Ceiling 145 Stucco Lath 142 Swimming Pools Setbacks 131 Pool Plumbing Test 504 Gas Test 404 Pre-Gunite 506 Pre -Deck 505 Pool Fencing/Alarms/Barriers 503 Pre -Plaster 507 Manufactured Homes Setbacks 131 Blockin nde inin 612 Tiedown/Soft Set System 611 Permanent Foundation System 613 Underground Electric 218 J Sewer 407 Underground Water 417 Manometer Test 605 Continuity Test 602 Skirting/Steps/Lan-dings 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Len th x Width: Insignia: Fi5als 7 Public Works Final 538.7681 Fire De artment/CDF 538.6226 Env. Health Final 538.7281 Sewer District Final "PROJECT FINAL r *Project Final is a Certificate of Occupancy for (Residential Only) PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION i l RTES RESIDENTIAL PERMIT NO. 025-090-036 05-2420 ROLES, BRL4N 2899 DOS RIOS RD, BIGGS Cont: BI COUNTY POOS POOL- MSTR 01-520 SPECIAL CONDITIONS CHECKED BY SRA ' FLOOD CERTIFICATE REO. FIRE SPRINKLERS REO. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ---,. _.•.. _. �; ;:�r-.::. ..:. .... ,.� ,.-.:.. .. .. . , - .... ... .� , .:'; :.. _ :•y .. .. •. ... •1.�.. . ...t ..- ... , : .. mow" - .:.,,.. .. ..., r. - - ' ... 1. ... . .. .... , ...... ... -. .. 1. ........ . d .. '. .... .. .. '' '. :.. _. .. .. .... ... . ... ..... .. . . .. .. .' -_ .. - — _ - -_ _: _ -. .. ,. .... .. -. .. ._ - .... a. _.:.. y •• . �. :":..:... .J: _. -..... ... . - �Y:..:.: k ,.. .: �,t .. ..... 4. 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SGkk-._.. .: i. .... .._..- .. ... :. .. .. ... .. .: ... .. .. - _- , . . . _ .. ,. . . .. .. .. .. 1. .. _ - ',' , .' , , _ ... y • - . .... . i. . .... ... : ...;.. . .n .. e %v.. . .. .. , .: .. ...: _ _ - t. . . .: '. .. ... .: %. .. . . .,e.. - ,Fv . - _._: - .: _ . t _ . - -.-- . .a ., i2- J=OK 0= Not OK _ e NotRndy Qle . =Not Rea6y MOBILE HOMES Date MOBILE HOME UTILMES (Plans) OK except Vs 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -CIO -Concrete 4. Water, Location -Test -Easement Needed (Sketch) S. Electricity, Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Locadon-Test-Wrap;-/ P L'ft / P Nat or/ /" L'ftJ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except ti's 1. Zoning Requirements -Setbacks -Easements 2. Footings, Size -Spacing -Marriage Une 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval B. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date Card 8-1 Date Card B-1 Date • Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Une 3. Blocking 4. Gas; MH Test -Demand -Valve 5. -Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Ends :10. Ucense Decals 11. Verify A's with Office Date Card B-1 Date • Card B-1 Date Card B-1 Date Cana B-1 MISCF,LLANE®VS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except Vs 1. Zoning Requirements -Setbacks -Easements 2. Footings; Sods -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns-Connections-Splice-Decal-Erxiosures 6.•Carports; Windows-Doors T. Electric 8. Fong.; Sins- tuds-Rtirs-Tnisses 9. Siding; Narling-Venter-Shicco-Mesh 10. Roof Shthg-Roofirig 11. Ext; Steps -Doors -Landings 12. Braced Wad Panels Date Card B-1 Date Card B-1 Date Card B-1 t Date Card B-1 Date POO(Plans) OK except #'s - S cks-Easements oils; Cpm ction-Stricture Stability 3. P tructure; Steel -Connections -Thickness Dead Men-Uning 4. Elec.; Receptacles and Ughting, Distance -GA 5. ec.; Pool Lighting; l5 Vohs-GFI ec.; Enclos es; Conduit Entries -Terminals . Elea; pI57fWn4fMetal w/5' -aminating Equip. -Heater 8. Elea; rounding; Equip. w/5' Circulating Equip: Pool Lghtg. Boxes=Enclosures-Panetboanis-Ins. to Main Conduit 9. Health Department Approval 10. plamb.; Cir. Test -Water Supply Test Date 'N/ 7a/ Card B-1 JA,,V Date • • Card B-1 -------7 I CK _. Nm OK eW� . RESIDENTIAL Sate UNDERFLOOR (Plans) OK except N's Date 1. Zoning -Setbacks -Easements -Rood -Slope . 2. Ftg., Main; Sails -Elco. GrncL4 . P Fig.. Depth 3. Ftg., Garage; Sats-Steel-Elec. Gmd.-/ P Fig. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ r Fig. Depth S. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalis, Garage; Steel-Blodcarts-Wrapped Date 6a Hold Downs and. Special Anchors: 7. Slab. Stee!-Wmpped 8. Piers -Fireplace Ft_ .-Steel 9. D.W.V.; Fall -Rang -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas P'IplrC Size Test 11. Water Pipe; Test-Anchors-RegulatorSeivice Test 12. Electric Underground . .13. Plenums & Ducts; Clearance-Material-Support-Ins.14. Girders-S81s-AiwJw Bolts -Joists -Vents -Crappies 15. Access & Ventilation16. Insulation.:. Date Card B-1 Date :.. Card B-1 Date Cana B-1 ,.Date Card B-1 Date PLUMBING (Permit) OK except N's 17. Water Htr; Vent -Access -Combustion Air Baffle -16. Water Pipe; Test & Anchor Nail Protection 19.: D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access' - 21. Test Tub & Shower Second Floor -Tub Access 22. Gas Pape; Saxe & Anchors 23. Fire SPrutkler; Test Date Cana B-1 Date Card B-1 Date. Card'B-1 Date Card B=9 .• Date LECTRI ECAL (Perrnit) OK except N's . Fixture ture & Transformer Cleance- ralns: Protection 25. Elec. Receptacles Spacing -tights & Switches at Doors 26. Sire Boxes & No: of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Gquip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Krtehen & Conductor Size GFl 30. Subfeed Wire Size) /ga. Cu or AhAC. Wire Sae/ /ga Cu or At 31. Range CirrJe/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulited Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels -Motors -Meth. Equip. 34. Clothes, Closet Light -Shower Ught-Spa Light 35. Smoke Detector Single & Duplex) Date Card B-1 Date Card B-1 Date Card B-1 Date Cana B-1 Date MECHANICAL (Permit) OK except N's 36. A.C. Ducts insulation & Support .37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39., Furnace -Vent Access -Comb. Ait-Return AirVent 115 Outlet 40. Attic Access & Platform If Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except N's 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fre Stops. Furred Ceilings-Stairs-Chasers-Tubs 46. Headers & Beams -Sae & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps-Anchors-Corinectors . 48. Clung. Joist -Mr. Ties-Purrm-Rolf Brac. Tmrss-Shtang.-Rtng. .49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdn . Windows or Exiting Doors -SM HL & Dimensions 52. Garage Fire Protection Framing -RC Channel 54. Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Wkdttt-Headroom-Rise-Run-Landing-Fre Protection 56. Plywood on Roof Overhand -Attic Vents -Rafter Outrilaaers . • . *a. ,tucco Mesh-Unp Screed -Fd. Vents-Undertic Access 59. Glazing Area -Glass ProtectionSkylights-Plastic 60. Shear Wails; Nailing -Botts 61. Brice Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. InAtration-Walls-Windows Date Card B-1 Date Card B-1 Date Carl B-1.:: Date Card B-1 Date FINAL (Plans) OK except 8's " 64. Ext. Steps -Door &Sldelight.Protection-landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meeh. Protection 67. Bedroom Exiling 68. G.FL & Bath Fbctures & Tub Access -Spa 69. Elec. Tram & Subpanel, Breaker Sizes & Labels 70. Stairs & Rads 71 Fueplace.or Stove; Clearance -Hearth . 72. Elec.Outlets at Wood Panel, int & Ext 73. IOL Fixt. & Appliance; Ground Air -.Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kd. Counter 75. Garage Fre Door; Swing -Landing -Closure 76. A.C. Duct ut Garage -Damper: :.. 77 W+, WN• Vn..MJ^/e.............!-..tet w:-n�--j-- nn a• in Garage; Above Rohr-Mech. Notectl6ri 78. Pib.; Elec. & Medi. Egirip. Listed for Location 79: EW- Receptacles in Garage (FFI.)-Rdmex Protection 80.' Insulation-Fdam-Cooked tri Attic . 81. Guard Rails & Deck Construction-Post"Caps 82." Fdn. VBertts & Crawl Hole Door Draanaga & Wood=Earth Clearance Looked under Floor O Yes . 83. Faflowiag thstkilDrive O Yes O ftYi is O Yes'D NkdPlarrters O Yes O No 84. Stucco Brown -Fetish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Pabg-Appliance-Rieplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1. Date Carel B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY PERMIT NO. ♦uT TF DEPARTMENT OF DEVELOPMENT SERVICES 0o BUILDING PERMIT BPO52420 00 24 HOUR INSPECTION 111. (630) 538-7636 (OROVILLE) (630) 891-2834 (CHICO) o a OFFICE #: (530) 538-7541 0 a .. B. C. Building Permit 01.16.04 pg 1 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: 09/26/2005 APN: 025-090-036-000 the Business and Professions Code, and my license Is In full force and effect License Claasss�:/�CS3 License mber. Zos�� Site Address • 2899 DOS RIOS RD BIG Date: 9,,,"�`�_,__. Contractor. Map Index: . Description: POOL MASTER#01-520 - OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner- ROLES BRIAN & CHRISTINE permit to construct alter, Improve, demolish, or repair any structure, prior P O BOX 977 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 BIGGS, CA the Contractor's State License Law (Chapter 9 oommendng with Section . 95917 7000)0f Division 3 o1 the Business and Professions Code) or that he or she Is exempt therefrom and the basis for the alleged exemption. Any (530)868-1528 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than rive hundred dollars (8500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure Is not Intended or offered for sale (Sec. 7044, Business and Professions Applicant: BI -COUNTY POOL CONSTRUCTION INC Code: The Contractors' State License Law does not apply to an " owner of property who builds or impioves 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 871 VON GELDERN WAY " sale. If however, the building or Improvements are sold within one year of completion, the owner -builder will have the burden of YUBA CITY, CA 95991 proving that he or she did not build or Improve for the purpose of 530-673-3786 sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sea 7044, Business and Professions Code. The Contractors' State License Law does not appy to an owner of properly who builds or Improves thereon, Contractor: BI -COUNTY POOL CONSTRUCTION INC " and who contracts for such projects with a oontreclor(s) licensed pursuant to the Contractors' Stale License Law.). - ❑ lam Exempt under Article 3 of the Business and Professions Code 871 VON GELDERN WAY Date: Owner. YUBA CITY, CA 95991 530-673-3786 (530)6734079 • WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -Insure for License #: 720512 - workers' compensation, as provided for by. Section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation insurance, as architect: required by Section 3700 the Labor Code, for the performance of ' the work for which this permit is issued. My workers' compensation Engineer: Insurance carder and policy number are: Cartier. Policy#: "_titin Total Square Ft: 0 S. F. J c ❑ 1 certify that in the performance of the work for which this permit is Valuation: $0.00 " Issued, I shall not employ any person In any manner so as to become subject to the workers' compensation laws of California, Census Code: 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:20 5� . Applicant WARNING: Failur to s ure workers' compensation coverage is unlawful, and shall s bject n employer to criminal penalties and one hundred thousand do (5100,000), in addition to the cost of " compensation, damages as provided for in Section 3706 of the Labor code, Interest, and attorney's fees. 2'�-• - /i CONSTRUCTION LENDING AGENCY This perms Is'pe y issued under lh pp ble provisions of the Butte County Code and/or I hereby affirm that there Is a construction lending agency for the of the work for which this is issued (Sec 3097 Civ.) Resol ora to ork in eD a fo Ich fees have been paid. j performance permit Name: BY ,`' ` Date: Address: PERMIT EXPIRES ON: Este ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification In accordance with Section 19827.5 of California Health 8 Safety Code Is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A notification fortes. I hereby certify that I have read this application, that the above Information Is cored, and that I am the owner or the duty autho d agent of the owner. I agree to comply with • all county and state laws relating to building construction. I acknowledge it is unlawful to eller the substanceof any offici rm or cumenl of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for Inspection purposes. Print Name: 1 " , 1117 —y} •1-f Signature: Date: • ❑ Owner - XOontrector ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01.16.04 pg 1 • � as T ♦•. • c COUNTY OF BUTTE - + BUILDING DIVISION ' 'DEPARTMENT OF DEVELOPMENT SERVICES `7 Count Center Drive • Oroville, CA • 530 538-754,1 TION RRE NOTICE' - = CORRECTION 0 TI E C , t OWNER ! vPERMIT NO. �f F t A routine inspection indicates that the following violations of Butte County Ordinances exist at d "• r- the above address and should be corrected..Ptease call for re -inspection when correction of r '•'i work is completed. If you have any questions pertaining to this matter, or need additional F r y t explanation, please contact the Building Inspector as indicated below. 5 71 1 Y 4 ! 44, ;� _ � � �, r. i s` , ; : •, I •� •� it r � i. 4. r r Date "! ..� G / L/ C F �lyl�, / Y 'L✓ R Inspector .I ' r REV 4/05 Phone # X J , • 4 ' FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 + t ' COUNTY OF BUTTE C BUILDING DIVISION 4 DEPARTMENT OF DEVELOPMENT SERVICES ' 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE'10 { Y • }' PERMIT NO. • w �;ir OWNER � . - A routine inspection indicates that the following violations of Butte County Ordinances exist at -the above address and should be corrected. Please call for re -inspection when correction of ; a !,jW ' work is completed. If you have any questions pertaining to this matter, or need additional - explanation, please contact the Building Inspector as indicated below: 1:1—A4 -,./t ,• tf � s ' ' s I f' d . 61 ' 1 i } r. � ` .�''i t" ' {•,' / ' i r -• ca S5 t.� � ' +1r>r '"I t Cr , f • �• Its i' i � � - Date ' t ". ti- r ' Inspector y'. f•F EV, 4/05 Phone # _ ;FOR_ RE -INSPECTION CALL: 538-7636 OR 891-2834 _ i / r ' f,+ .. . . � y,'... Mt w -..' • rut COUNTY OF BUTTE BUILDING DIVISION , DEPARTMENT OF, DEVELOPMENT SERVICES 7 County Center Drive`* Oroville, CA • (530) 538-7541 CORRECTION NOTICE AJ;-'/ r ,rc t -t • OWNER PERMIT NO. A routine irispection indicates that the following violations of Butte County Ordinances exist at I r the above addressland should be corrected. Please call for re-Inspection when correction of ` a't work is completed: If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. LI/ i ,`.:: 14 k ' , i "' x t f i t r r•� , l tic r S. 1 I * (� i7 1�(� t Date' Inspector "�'"'• -- t p �� ] i , REV 4/05 Phone # • -/� ` ' �i FOR RE-INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE _ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES • y t ' :p, 7 County Center Drive • Oroville, CA • (530) 538-7541 ; CORRECTION NOTICE. t OWNER., PERMIT NO. j + ` A routine inspection indicates that the following violations of Butte County Ordinances exist at t • the above address.and should be corrected. Please call for re -inspection when correction of work Is,completed:, If you have any questions pertaining to this matter, or need additional + explanation, pleasecontactthe Building Inspector as indicated below. { j• �.' CSG: 1` �'1,!��' i.'J � l �I.` l �' �`1 / .�..G-� �• • I_J G f G 4 { ' Date 12-5.0Inspector ` REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 , COUNTY OF BUTTE t BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ; ;7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE. r OWNER, , } PERMIT NO. 'A routine inspection indicates that the following violations of Butte County Ordinances exist at t ? i t the above address and should be corrected. Please call for reinspection when correctiori of ; work is completed, If you have any questions pertaining to this matter, or need additional ¢explanation, please contact the Building Inspector as indicated below. II LfJ'1! 4 f r of + ` • 1 r i t is .4 , f Date p L Inspector CAI' f _ I REV 4/05 Phone #. ]�� FOR. RE -INSPECTION CALL: 538-7636 OR 891-2834 • r o> o � M � O , 5 .. ..... .jFj. {�1 P ��� ... TABLE 1 - REINFORCEMENT AND SHOTCRETE THICKNESS SCHEDULE BOND SEE NOTE! Al :OW DECK aIAI A3 mE NIN0.11 11'(TYP.) TOOL OErTM a1.w- II LLSANF FLOOR ' ANOFLOOR l (AS MEASURED FROM r sALL salrL6 /]@Ir O.t. EACH WAY I, TOP OF RETAINED SOIL) 0 II F' IT BOND REAM REIN. 343BARS MIN.VERTREIN.F3@IZO.0„FOR T 1 '- I (IYF,FORALLSOND11EAMS) ADDITIONAL VERT, REIN. IREfEMED TO AS ALTERNATE BARS I.bDSEE ��TI1r FOR ADJACENT j ALTERNATE LOGnONa BOND SEAMIAR ITYPI S.EDQE. TALE 1) r HMUSEOR 3-WN.(TYP.) FER YNOS SNOTCRETE STEPS" STAIIWRD NOW. REIN Ir 3* MIN, (TVP.) LINES SEE NOTE 3 W. WISL BENCHES 11 NEEDED .]@Ir O.C. DETAIL B: CANTILEVER DECK TMCKNESS OF A T.CMEEtE rT0 AlE FJO'ANSNE ION JOINT COPINGry UB ( SEE TABLET 5 r ,... Pil00R MAINOMTN, NO ADOTL ( •L REINF. NECESSARY ,��j+ 'l1I JIlIJII�f-.IuG�G•_ TMCKNE33 7TOSMWUSSEE 1 �F F lIYY� RIFiI�I UNLESS GRAIN GN L,l A9N SEED. OCANOuININ, MDNS NOTE I4 i TII IS D :11 �)L EXT M TMNSVERSERENFORCEMEUT. BEND.3 AS SMOAM W n10lENMTN SPACED 1 r CENTERS T)ETAR K. I 7 EN TR NEENNN IMS,CENTEREO 7.0R IF NO TMNSDION pAAY BE E1Q.1MTED IF NOTOPOF 7.0& 8.0 It. S POOL FLOOR 8.0& I uln;2e 10.0 foot pool depth .0,,duk). ban is bo= pardlel rel,. bais 2.51. V.B.C. section. 1107. 1912. and 1124 he. pax the raised bond boom porta, a eeds 2.0' ands retaining well DETAIL A: TYPICAL LONGITUDINAL SECTION TCURE SHELL NOT TO SCALE FOR MIN.7 DAYS IS ab DETAIL C: COPING ' NOT ra s, AAE MANUFACTURE MD Its WATER I Is ab I IS ab .OMTROUGFI 71 BREAK r MAC r-( II ab N, N. TOOL DEITM IN DEET I t, (AS MEASUREOFRW TO OFRETAINEDSdy MAX ALTERNATE IT ILUMtWO GTd! 'y E%PANSRINJEYNT SCREYI DASD BE OPEMMTESEIG-)I REMOVEDASIOOI OIEMNG TOOL PLUG ISDMINED ab IS Ai AT tT 0.0 0 r RAM •MDE 6 0 ;ENOd)VM 2J3!. 0 6 TtinsT)FN. r 0 6 WATER 1 PI:MRTo/MOrMW. r ALL AROUNDTCETE A 6E3ELEVATED 0.5 ]POOL 2 IS VAlEO 2a3 E.W.Sn' I L I TO HYDROSTATIC - �. -• RELIEF PILE. "`' II uP /3 DIAGONAL IOTTOMIS �]P SO.� 1T IERGOMTEO. OR O 0.5 1.0 •r GMVEL BASE UNDER TOOL FLOOR. (SEE NOTE I AMEN NECESSJuM ...OR... IL D: DETAIL H: ER VAULT NOT TO6GL6 DETAIL E: SHEER DESCENT DETAIL F: LIGHT NICHE N DETAIL G: SKIMMER 'ALTERNATIVE PRESSURE RELIEF SYSTEM NOTTOSCALE NOT ra mAlE .r 'POOL DEPTH IN FEET EINF. SEE SCREW Gr, TORE VD6MER GN . P MIN. 1P NS MEASURED FROM ULE REMOVED AS 100. FLOOR RE0a'OCEMEM 19 DRAINED SIACEDR2S (O IIIIAR) TO OF RETAINED SOIL. SEE NOTE 171 tlAL POND -CEMENT AS PER OETM A rRY1,1 0 OIL r�EMr .,0 4.D c zp VAz. MAx. r(1YP3 MAX. IP OVER pIGINA OVER CWIOSITE __JJIi_111L DEPTH r TYPICAL SPA 1N FEIFFORNMENWALLAEWF. TOPLIMP 030ITMNAGE IS NECESSARYO.CE.w, 15 WAGE COSJHA2 ' I I---�4.-AP IIrE JrE UPPED IY WITH FLOORf REUEf PE. BS.AITIREINFOCEMEM,WKT PMIN. j IC=11 I iC:r"" ,till. EDWOAWAGE wMPOSITE fIlIER FABRIC O SLOPED TO DMN BY: 2 VfTY CLEARANCE FROM EARIN1k IER[f%UTE0.J: REINF. COM,FROM ELEVATED SIA OPTION LgkERROND BEAMIS . LAP UIIER BEING. ORFLOOR _ 1,d. �GRAVEL BASE UNDER LOQ RO011. IF"T`IXR 7W.LV SIA TO IDOL .. I_LQ'+ER REWF. (SEE NOTE aw NNEMSSAIM UPOOR pp yx)nON' • IF GREATER TMN r MU T ICRNESS IS REQUIRED FOR DETAIL I: SPA CONOIS TTIM OOGRn@ 1zoc,acnt� YSHOuoie WED auLt DETAIL J: RAISED BOND BEAM mlE DETAILK: 'HYDROSTATIC PRESSURE RELIEF SYSTEM MOT ro scA,E TOOL OEITPUW I� 'Pawl, FEET lAS MEASURED UCELAElrt 1 I 7.0 [ROM TOP OF •2r I I I NOIITAR •24' WATERiGTUREI-EP /.0 'FOOL OEITIf W FEET IMAX, 1 I 'IDOL ME W FEET ROCK ON TO (J3I ME,SIINEDFROM -FI I NSMEASUREDFROM FTOI OF REMINED:dill VERT. REIN. 13@CO.C..0TOORETAWEDSgL �=RE 1 L Y / [Ef 13 1REIN. 2.OJA 21 IT 21 I1j .3 Q Ir O.C.E.w. 2.0.11 MOIIIS ITO.C.E.W. 2.5 2- • 1' 2.y 2.0 MIN. MA%J FOR GREATER HEIFJOS. ENGINEER SHgJLD BE (Ba EMBEDMENT (SEE NOTES a CONTACTED. ] T - na2q WATERFALL NOTCHED BOND BEAM ROCK ON BOND BEAM ! N.r n Beau Km TO SCALE N°I rs .. • FJ,.OL(!�y l ^ DETAIL L: ROCK WATER FEATURES DETAIL M: FREESTANDING WALL MALENOT (SEE NOTE 20) TO WALEUTTFC 0 1(SEE TABLE 0 T OUN W I MEE TABLE l) - - VERT. A HOR. REIN, THIS - BUILDING DIVISIO SIDE.3QITO.C. HORM. REIN. n@1TOC. IT O• pEFt.0 LOM AP VERT.t HOR.RON. IMS SIOElIQIZO.C. VERT.REIN.TMS SIDE (SEE TABLET TALE2 VAMSNINO EDGE WALL BCNEWLF SIDE (SEE TABLE CK 1\ V, L) Y OaAQOWTE SOL / y%los GCN MY H _ T DEPTISEETOAILE3. WALL HEIGHT VERTICAL 1 H.R. REINFORCEMENT M) 2-.3 Y (..0 IMAX.) HOR.REKTHn -HOR.REW.TMS EIOEI3QIr O,. 2.0 /3Q 12-O.C. 1 STUE.)QITOC. 1 VERT REIN SEC iALE3 L o3.a 1� T(rn3 .Q R3 ® IT o.C. 0 J (rv11 4.0 R3®1ro.c. B (B O MA%.) H (P. IF o MOII1. SEE NOTE a 2 5.0 03 12.O.C. 1 6.0 R7 a8'O.C. 10 2.a Mw.. II f' EXGVATION ALL _L0 _ 3.5 7.0 R3®6.O.C, 11 DUVM VEACASNOLSO FOR y, 7UUL" 20 20 W 2.O V N, t.0 R3 Q c' O.C. 12 -FY r CENTERS ALnN. QInH OF T t IEIOW LOOSE loll. G L vERT.t HDR. REIN. ERT. REIN.TO Z. -r (SCE NOTE I!) dr SFORTFOUGM r3@ITO.C. PASTMDNS TN1. p rtApllA 7rE( /`Q I2O.C.. 1•h TALE2 I UP EACH r � FREE lTANdN6 WALL SCXEDULF END 4F'11 4:]�..,H=j11=1L: Ir PO VJI O, VERNCAI N.A.N.a 0. REINFOQNEM I - c •T LL - J PLAN NOT VALI 5.0 3 0 12' O.C. VERT..40'.TRODOI y :3 p,o 4 R3au•o.c, AN ORIGINAL P REIN. I3QITO.C. N nQrZ O.C.. LAI DEN ENO 7.0 5 R3 g', AUTHA 49 8 Mw. Ir Ft 8.0 . G R3@4 -&C. NEILI 'DETAIL N: VANISHING r EDGE r Lid DETAIL O: FREESTANDING WALL FOR INADEQUATE SOIL SUPPORT ROE --ALE ro..LE INOI TABLE 1 - REINFORCEMENT AND SHOTCRETE THICKNESS SCHEDULE Column - Al A2 A3 B1 82 B3 C1 I C2 11C3 Ill.ShaIcrele shall be pkeed on or ogoinat firm native undisturbed sol. D1 D2 D3 1 e.camri must be In moist eo talion Immed;etey prior to Placement of � shotcnle. Sol Catn" - NORMAL D7AA8JE 2 E)P. WIW NORMAL EJO[ANSNE W. WISL NORMAL EWANSNE R . WISL NORMAL FJO'ANSNE EW. WSL L-5.0 to 7.0 It.. add 1.0 (1., to Pool depth Pool Depth - 5.0& 5.0& 5.0 I1. 6.0R 6.0 IL 6.0R 7.0R 7.0R 7.0& 8.0 It. 5.AII reirknes-t snail be grade 40. meeting ASTM A615 standard,. Lao splices 8.0 IL 8.0& I uln;2e 10.0 foot pool depth .0,,duk). ban is bo= pardlel rel,. bais 2.51. V.B.C. section. 1107. 1912. and 1124 he. pax the raised bond boom porta, a eeds 2.0' ands retaining well be use4 as o g i.1. a ros .here the sled r,;rlorcemml is forced together due toe Hofer. of depth, ft. ab IS ab is ab IS ab Its ab I Is ab I IS ab IS ab I5 Ab IS ab IS ab IS ab IS depth, 8. 0.0 0 6 0 6 0 6 0 6 0 6 0 6 0.5 0.5 1.0 1.0 1.5 I 15 2.0 2.0 2.5 1 0 0 0 0 0 2.5 l 1 1 1 1 1 1 2 3.0 _L0 _ 3.5 - - _ -4.0 4.0 8 4.5 7 I 7 7 4.5 5.0 0 6 0 6 1 6 7 7 8 6 5.0 5.5 e e 9 .7 7 55 _6.0 _ _ - -- -- 0 -- e 0 -- 7 1_ 7 10 7 8 _6,0 _ 8-s 7 �1 e 9 ss 7,0 1 6 1 6 1 9 e 10 7.0 7.5 9 11 75 8.01 6 1 6 2 9 8.0 17�TOOR'0 16 0 1 6 0 1 6 0 6 0 6 1 6 0 6 0 8 1 8 D 8 0 8 2 7 FLOOR Column - Et E2 E3 FI F2 F3 G1 G2 G3 TABLE 1 FOOTNOTES 1. For Inc .nth larlm (noteslonlesa) ma (aro Nole 1, Genarol Notes). 2•For Nae with ..Nnhi a (cohesive) ma or (les 1 s I. Central ll.end (se. T sal .CeIel.ntrarug osote,) 2:i :lova. Sol Ca ie0ory NORMAL EMANSIVE EX►. WSL NORMAL EWAWI E E�.WISL NORMAL EXPANSIVE ENF.WSL Pod Depth y 9.0 It. 9.0 It, 9.0 IL 10.0& 10.0R 10.0& HAIL 11.0R 11.0& deA.It. ab IS ab IS ab b ab IS ab IS ab IS ab is ab IS ab T IS 0.0 0 6 0 8 0 7 0 8 0 6 0 7 0 8 0 6 0 7 3.For use with e.pans;ve sea rela;nag an 0.5 :tending 2:1 scope. 10 (ave Nate 1, General Notes) 15 I I I I Cob. Alternate Ban (/ of vedi,.I alternate 2.0 rdnfona g eon, a addition to 13 Q 12- e.). E -t-4 ab B.n is en1 1 ..0/floor 25 0 0 0 0 0 0 0 0 0 radio, e.c,Pt as noted under FLOOR 2 3 2 2 3 2 3 3 feav"Elie"tin• L° nate . 3.5 5. Is. Th;ckness of Showete (minimum shota, . thlekne,,. Inch). 4.0 e. Under •ab• eolurnn: 45 number indicates distance ;, feet 5'0 that alternate ban Bh.w4 extent 5.5 7 7 past the wall/Ticar .olio,. -1 1 Under o• column: , thi.l,.ete in 5.5 7 7 8 6 e 7 7. 7 u,cYb oIrdiieatoor 7,0 8 9 7 8 8 7 7 °s mtemet. ban ..tend past the as e 9 s 10 7 s 9 8 e wen/floor radius. 8.0 8 9 12 8 10 9 9 9 10 7. For lie •E.p./w SI.' eon agary r the 8.5 8 9 12 8 11 10 9 10 11 tom and I,.g foal depths. mlarole 9.0 1 8 2 7 3 11 9 12 11 10 11 12 J4. cora (°b], anaNld be /. ban. 9.5 - -- -- -- 9 12 12 11 12 13 10.0 2 7 2 9 3 11 11 13 14 10.5 13 15 11.0 2 S 3 11 3 14 ' FLOOR' 0 5 27 3 7 1 7 2 7 4 6 2 7 2 7 4 e GENERAL NOTES I.Norral ..;1 .ssumed to n•ve the lolb+;ng pr.lertin: I between Inc pipe. M! my Iarxlel realoro<menl. N m.l.l piping is used ..4 Equivalent fluid presawe- 35 pouMs par cubic loot (PCF) brown paper, sad ;l snail be ad .;Ih vbqueen or heavyrow I is plieed a, shotcrM, Unit Weight - 120 PCF I exeaPl where it mss, pe.Nmdkvlarty through the aht-t,. E.p.mtve soil -ell I. have Ne V.O..;r, InI<rties: Ea lhohmt Fwd pees- - 50 PCF I10.Soa shall have minimum bearing value of 1000 psf. 1500 psf for fr IOM1n9 I ralb. Una Weight - 125 PCF Ill.ShaIcrele shall be pkeed on or ogoinat firm native undisturbed sol. mi Eslsns)re l Ielain. an ........ dope .ssumed to have Na follo.;ng 112.11 e.ponsive seas (clays) a e ounlered. the aide. and bottom of the pool proPediss: Ewh,1,nl fluid pn- - 15 ICF 1 e.camri must be In moist eo talion Immed;etey prior to Placement of � shotcnle. Unit Weight - 125 PCF Th, obm seared eq dmk,l Nufd pmInmes Yon the :rde.red sail yaws aro I13,1f osce,d;nq slopes greater than 2:t are encountered, the engineer should be I contacted before proceeding. msr4ned -An. iclwl bleml r 0 possums - Amy. UN.ss slated in X14. um rod;ua far rod to Dos. tnm;li.n for etr.;ght woos is as Isao.s: hng. no on-site ll otmnaeol fnoysi: Pes prformed CT oar f We ore Q -Aired to p, de geoleennAva/ FansWlorion I.ojeel it desired.I Death, It MIR Radius. N. D -1h. jt M;n rt_ 2.ror adjacent slretures, For footing distance (L) a-uy from peel edge. add the I 5.0 2.0 7.0 4.0 I 6.0 3.0 8,0 5.0 following increase in depth to the pod when determining rainlomement and 1. fr.m TASLE 1. I •E.teptan: For pool .db W to 1.0' ;n height, the above minimum .all bottom .hot ... r.,.iremenl. L-0 l0 1.9 It., add 3.0 it. to pool depth 1 dry may be ,d.0 W to 2.0' at any location it either of the f.poring pod L-2.0 to 4.1 fl., add 2.0 it. to pool depth I Layout candiflor, e•isl: L-5.0 to 7.0 It.. add 1.0 (1., to Pool depth f a) Curved freeform .oda that hove o plan radius of 10' or lea. (For ..ample, if the pool is 6.0 fl deep• use the 8.0 b) Far straight ..Its it the location i..;lh;n 8.0' of . Plot carer, ' N_ Bled schedule to build the pool.) NI it,malte Lars should a.leM to lop of bond boom 1 05.M aleetY 1 shun be secarey grounded before sholercle is placed. 3.ShNerete (wet .r dry [--only kno+n as 1un;le)) hall be proportioned and MI6. NI opplitpab mate and 1-1 Iowa and codes .hall be followed. p1e 4 ee.rd;ng to U..C.. Von 1124 and ACI 506. Cement to aggregate, in 117.1he design ,aumption vas mode that the pool is amply alt of the time, dry reight atoll not be less than five to one. 4.Oesign based on 28 day compressive strength of 2500 psi I consequently any combination of pool depth and noised bond boom may be I 01iled as long os the mo.imum ILO feat depth or the plan is at e. eeded 5.AII reirknes-t snail be grade 40. meeting ASTM A615 standard,. Lao splices (tor a ample. . 4.0 foot raised bond been, oral a 6.0 loot deep pool would xthe aho11 be at least 40 bar a;ametan. NI bends shell Be sham (min.cl-ra I uln;2e 10.0 foot pool depth .0,,duk). ban is bo= pardlel rel,. bais 2.51. V.B.C. section. 1107. 1912. and 1124 he. pax the raised bond boom porta, a eeds 2.0' ands retaining well be use4 as o g i.1. a ros .here the sled r,;rlorcemml is forced together due toe Hofer. of I for son, the raised portion should have wall drainage ;.,failed as ,lawn to I prevml build-up .1 hydrostatic pressure,. the wall. 1-/4 bar be mbatituted far 2-/3 eon 1" Order to maintain Inc lip, For fr<nbnd;ng .all applications, the boae o/ the freestanding wall should mJin 2.5 ;nen g, j .I'Minto firm native ..;I (min. 1500 psf bearing) o In, of 2.0�. II this 7. Fo^'o where a ramp has Beene owted on. bockl;Il is not compocled to rens al 90 sl Inc mo.;m m Ory density of the ASTM D1557 a I n not accomplished in the normal pool e.eovolion, the engineer ,naw, be percent Compoction Test• shouldconsistof /3 ban at 6 Inch centers. avehl c.Rto.t.d b.fore p-Rod;nq. e;,fo,ceme,t ray (both ROF... let and -diel). I e.tm horizontal reirlor ment hold 120.S;le eaMiti,m that require thea of freaat°ndng wall usually invoke e,tend 3 feet post the edge .f the romp a aYation on ether side. Shatcrete I onstructlan of Ina pool o Rea o del ­Idling slope. If the base d the sr rthe. IreeslanSrg r the nalomement .n the sub;d, of the pool should be ;nere°sed iemr 3 to 4 acnes. .all .ve°v°tan lea 7 feet ho;e nbloy from the I... Of o I descending abpa then the engineer should be eonm°tod to delumina in .rang a.it seepage resulting In palling .der ;s enc untered in the qac Ii.n during I if . 61. spec.l;a sal 1-111.U.n i... .M.J. canstruct;an, hydr.atotie pressure relief ant 4' thick clean grove! base (I/t"-17 121.Nry c.nd;tan not .pseHic,11y covered in this Ilan or nusuat cordit;n shalt be Inmalled under the pool floor, 1.Up to 2 ineh diamele[ Pipes may be Placed ;n the lower outside c,m,r of the : encoulend during ....potion shall be brought to the attention of our off;c. I balore reeeedi,g. bond beam provided o minimum of 1.5 inch demote is maintained (cont) 127 -MAN N commAWCE tliTH 2007 CALIFORNLA BUDDING CODE. EESS)0 `6 Z z lo. 44611 :.p. 306 .Ln2 CNIL a`* IF CAUr'0� D UNLESS BEARING BLUE SIGNATURE ;IGNATURES: ANDERSON IHOLMER 1H SMITH III 9 (ai j BI -COUNTY POOLS �,p� r vvl CONSTRUCTION, INC. Q�0,' i r t�s.,(r' 871 GARDEN xwY YUBA CITY, CA 95991 530-673-3786 Contractors License 720512 POOL SPEC�IFICATIO(Nj S SIZE�� .3LL_L `'ERIMETER 5 AREA-_60sq. (1. DEITH�yTO _D2-VOLUME2LLf'A1 GALS. �! CONSTRUCTION SPECIFICATIONS �}r��` .S�`"•T ti+ RAMI SHALLOW/DEEP SWIMOUT � Y LiJVEiI:A11-2il_ WALKOUT _ : EXCAVATION (COPIN tCANIA.EY.E FENCE: DOWN BY ' t UI RY {/i+�1 t'I SJ HOURS OF GRADING LOADS TO CA OUM► STUMPS LEAVE/HAUL CONCRETE: REMOVE _ sq. H. STEEL/GUNITE/TILE/PLASTER (VORTEX/ANTI. VORTEX) RAISED BOND BEAM _ FT. x _ b•ighl' RAISED BOND BEAM _ FT. h�ci�hl DECK TIES TILES�L! <x'= COLOR OF PLASTER } �' t �•(� °� —;' e\ '� til ire r u CAP FOR BOND BEAM j� �1. t, l 1_,\ • �%� ( CAP FOR RAISED BOND BEAM ✓-..4-^•"-'`-`�- SPA _ x _ LENEFD'Ali TCAP FOR DAM GTH • SPILLWAY PLUMBING SPECIFICATIONS POOL: NO. OF RETURNS : MAIN DRAIN SIZE , 1 SIZE OF SUCTION LINE FROM SKIMMER SLIDE _ FILL LINE _ FOUNTAIN LINE _ II. _ SOLAR HEAT 'T's_ POOL CLEANER REVERSE FLOW'PLMG. _ DIV. ORD. _ PRONG JIG SIA MAIDRAIN SIZE _ NO. OF JETS .,s LIGHT_ RETURN _ VALVE TYPE NOTE: ALL AIR LINES PLUMBED BACK TO EQUIP. 11"( UTILITIES 1 ELECTRIC BY �e(� • ' GAS BY n, ve-C'POOL DECKING (CAN�LEVER v ) EU• TE COUNTY [�� $Q. FT. TYPE FINISH `�• BUILDI;,AlG DIVISION.- FOOTINGS �i�.r_MASTIC T . DIVIDERS: TYPE -•,tri DRAINS APPROVED RISERS _ 11. D. p. ' '.` o , N REORDER FROM CALIFORNIA SURVEYING i DRAFTING SUPPLY 1400.143.1.14 POOL EQUIPMENT FILTER: TYPE _SIZE PUMP: TYPE G SIZE -\ - HP ' o,foJ HEATER: TYPE SIZE 0000TU _ V BLOWER: TYPE SIZE -- AMPS J POOL CLEANER TYPE=- BUILDI NOT RESPONSIBLE FOR CONCRETE, SHRUB. SEPARATION TANK BERY A DN s OR UNDERGROUND OBSTRUCTIONS IN POOL ACCESSORIES ACCES +S � THE UN1�DERSIGNED APPROVES THIS WORKING PLAN LIGHTS: POO2L,R-_SPA _ LENSE KIT AND CKNOWLEDGES RECEIPT OF A COPY: BOARD _ BOARD STANDARDS SLIDE STRT.iLC/RC COLOR A 51-11OUNTY POOL DESIGNEDSPECIALLY FOR GRAB RAILS/STEPS _ Pf�7E� �1ANDRAIL C 1 POOL CLEANER TYPE D '1 • � � � �; .mss I�r{ VACUUM HEAD AND _FEET OF HOSE t1� MAINTENANCE KIT AND POLE SALESMAN n `dIQU - (SLQ GjZ,.� MAP BOOK PAGE: HOME USINESS DRAWN BY CHECKED BY TRACT NUMBER: LOT NUMBER: