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HomeMy WebLinkAboutApplication-PermitProject Address Garfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945-8212 Fax: (970)384-3470 Parcel No. Issue Date: 5/23/2012 Expires: 11/19/2012 Subdivision Section Township Range 1535 HWY 133 CARBONDALE, CO 81623- 246303200006 1 Owner Information Address Phone Cell Matthew & Kathleen Vaughan 8 Water PL Aspen CO 81611- (970)920-4164 (970)456-6455 8 Water PL Aspen CO 81611- Contractor(s) Phone Primary Contractor OWNER Yes Proposed Construction I Details Single level manufactured home on crawl space. FEES DUE Fee Amount Manufactured Building Fee $293.25 Plan Check Fee $190.61 Single - Manufactured Home: $400.00 Total: $883.86 Valuation: $ 17,226.00 Total Sq Feet: 1900 FEES PAID Inv Total Paytype Amt Paid Amt Due Inv # BLMF-5-12-21867 $ 883.86 Cash $200.00 Credit Card $683.86 $ 0.00 Required Inspections: For Inspections tali: 1(888)868-5306 Inspection IVR See Permit Record Building Department Copy Wednesday, May 23, 2012 2 4EGa�-fieZd County CIV ED 108 8t" Street, Suite 401, Glenwood Springs, CO 81601 Ph: 970-945-8212 Fx:970-384-3440 Inspection Line:888-868-5306 MAY 4 2 ()" www.garfield-county.com BUILDING PERMIT APPLICATION B ARFIELD , 1 Parcel No: (this information is available at the assessors office 970-945-9134) /Lf 03 0) J., o000 b Lot No: Block No: Subd./ Exemp r$M+iV(i &-LANNING LI 2 Job Address: (if an address has not been assigned please provide CR, HWY or Street Name & City) or and legal description 15 3 5 N w y 13 3 ceiy- boy>Lc a t (-•o 8 ((e )3 3 Owner: roperty owner) IA . Yktu1 akath l�•e 1IciIAA( Mailing Address: 8 r w4f-e.y Pktc-t° Ph: cno LISL (4v55 Alt Ph: 49© Sze) L11 ioy 4 Contractor:, 11 j Mailing Address:r / Ph: Alt Ph: 5 Manufactured home installer: Q 5i— - W It•� co►va,Vructir>tiV Mailing A dress:Ph: f3olvhittxr»wAot it;K,e_►,J leo, T305 Li3 343 638 41zc Lic #: I D000 3 Li 6 Architect: ec.0 Ya-np,g-�; caw 1,4ornes Mailing Address: Or M i iiitti'�m(S3 3333 sc' " ' 64Os-43q Ph: 70-587. b5 citi Alt Ph: 7 Engineer: .1-er�bLtrtir 4-e,tve/ Mailing Address: Cwr hnrv44(,G CD Lib wt tvi-&\vc1 gie�.3 Ph:Alt 'i(a3•- 98bi Ph: 8 Sq. Ft. of Building: Sq. Ft. or Acres of Lot: 3�5 1 + .714cre Height: No. of Floors: i 9 Use of Building: Residential ❑Commercial ❑Other Cl of Work: New ❑Alteration ❑Addition ❑Repair ❑Demo DMove 10 Describe Work: 1 W $ct t1 •c.o 11A W a co. ; 6w i W a t4 t ��ctc�, �l.o,A i� -1me .�jf AA.+A.@i1A c ilieva pcs�.t-c1 ,vv�yk�U')\- ailk • 11 Garage: (SrlY14 ❑Attached Detached Septic: ISDS ❑Community Type of Heat: Khat. Gas ❑Propane DElectric ❑Other 12 Driveway Permit: Owners valuation of Work: NOTICE Authority. This application for a Building Permit must be signed by the Owner of the property, described above, or an authorized agent. If the signature below is not that of the Owner, a separate letter of authority, signed by the Owner, must be provided with this Application. Leeal Access. A Building Permit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department. Other Permits. Multiple separate permits may be required: (I) State Electrical Permit, (2) County ISDS Permit, (3) another permit required for use on the property identified above, e.g. State or County Highway/ Road Access or a State Wastewater Discharge Permit. Void Permit. A Building Permit becomes null and void if the work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 days after commencement. CERTIFICATION I hereby certify that 1 have read this Application and that the information contained above is true and correct. 1 understand that the Building Department accepts the Application, along with the plans and specifications and other data submitted by me or on my behalf (submittals), based upon my certification as to accuracy. Assuming completeness of the submittals and approval of this Application, a Building Permit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on the submittals reviewed by the Building Department. In consideration of the issuance of the Building Permit, I agree that 1 and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Code, ISDS regulations and applicable land use regulations (County Regulation(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, construction or use of the structure(s) and facility(ies), described above, are not in compliance with County Regulation(s) or any other applicable law. I hereby grant permission to the Building Department to enter the property, described above, to inspect the work. 1 further acknowledge that the issuance of the Building Permit does not prevent the Building Official from: (I) requiring the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use of the structure(s) or facility(ies) if such is in violation of County Regulation(s) or any other applicable law. Review of this Application, including submittals, and inspections of the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions or discrepancies. As the Owner, 1 acknowledge that responsibility for compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without limitation my architect designer, engineer and/ or ilder. 1 HEREBY ACKNOWLEDGE HA I HAV EAD AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE: rt/et et I O 1 al O ' SGNATURE DATE r- ra STAFF USE ONLY Special Conditions: Adjusted Valuation: Z • dr) Plan Check Fee: /90.6/ Permit Fee: 293. ZL Manu home Fee: Lloe. °o Misc Fees: Total Fees:Z 98 /. 6.6 Fees Paid: AOO _- Balance Due: 55, 86 BP No & Issue Date: ISDS No & Issued Date: ,MF`'D 40 -aL-i 00 Setbacks: /� OCC Croup: 1-5a j eL,/, 5-m c Const Type: _ ec Zoning: u xcit2edite4,4,..",_ PI 'G 1 "t`:APPOVAL / DATE 7 / APPROVAL / DATE Building Plan Review Description of Work: Single level manufactured home on crawl space. Bin #: Location Address: 1535 HWY 133 CARBONDALE, CO 81623 General Information Contacts Case Manager: David Bartholomew Plan Case Number: BLDG -5-12-7253 Parcel: 246303200006 Application Date: 05/04/2012 Owner: Applicant: Matthew & Kathleen Vaughan Applicant Phone: (970)920-4164 Email: vaughan7@q.com Building / Engineered Foundation 7 Driveway Permit / Surveyed Site Plan / Septic Permit and Setbacks / Grade/Topography 30% / P/4. Minimum Application Questionnare / HOA/DRC Approval Attach Residential Plan Review List /1 Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building height Zoning Sign -off Road Impact Fees /1 Subdivision Plat Notes Grade/Topography 40% A4 Fire Department Review Planning Issues Valuation Determination/Fees Red Line Plans/Stamps/Sticker f Attach Conditions Application Signed / Plan Reviewer To Sign Application Parcel/Schedule No. 40# Snowload Letter - Manu. Homes AL Soils Report Subdivision Plat General Comments: °/ f7 1 / 226 .;eel- AIM,/fie 03 Z.S Eeejetj /'ee /70-6/ `y 41//)Re /00.00 r f S83 8.6 ,;moi//e oo-o0 = 635'"-6 Wednesday, May 23, 2012 Applicant: Job Address: Subd- Lot/block: FEE ESTIMATE FOR MANUFACTURED HOMES (ALL FEES ARE ESTIMATES UNTIL FINAL PLANS ARE REVIEWED) UNFINISHED BASEMENT: CRAWL SPACE: GARAGE: Poo sf X 41.00= sf X 9.00= sf X 18.00= UNCOVERED PATIO/DECK COVERED PATIO/DECK: MISC: MISC: sf X 12.00= sf X 24.00= TOTAL VALUATION: t i c �o THIS SECTION WILL BE DETERMEND BY GARFIELD COUNTY BUILDING & PLANNING PLAN REVIEW FEE: PERMIT FEE: TOTAL: 9,c43. a5 U 302 MANUFACTURED HOME SET UP FEE: SINGLE LEVEL= $400.00 OR MULTI LEVEL= $600.00 SEPTIC= PERMIT:: PERC: TIMBERLINE ENGINEERING, LLC STRUCTURAL & CIVIL ENGINEERING June 27, 2012 Mathew Vaughan 1535 State Highway 133 Carbondale, Colorado 81623 Re: Open Hole Report 1535 State Highway 133 Carbondale, Colorado 81623 Dear Sir, I have inspected the excavation and open hole at the above referenced site on several occasions during and after construction and prior to foundation work. The gravel consistency has been verified. The open hole and prepared site has been constructed properly and will perform as required. Please call with questions. Sincerely, TIMBERLINE ENGINEERING David J. Anderson, PE 46 WEANT BLVD, CARBONDALE, CO 81623-P/F 970 963 9869-TIMBERLINEENGINEERING@GMAIL COM NOTE: If any required information is missing, delays in issuing the permit are to be expected. If determined by the Building Official that additional information is necessary to review the application and/or plans for compliance, the application may be placed on hold until the required information is provided. Work may not proceed without the issuance of a permit. The building department will collect a Plan Review fee at time of application submittal. The permit fee, as well as any Septic or Road Impact fees will be collected when the permit is issued. The permit application must be signed by the owner or by person having written authority from the owner to act as their representative. Building cannot be occupied until a Certificate of Occupancy (CO) is issued. Using the building without a CO will be considered an illegal occupancy and may be grounds for vacating the premises. (Final/CO inspection requirements will be attached to your approved field set of plans.) I hereby acknowledge I have read, understand, and will abide by the requirements of this checklist. Date 4 -9 - i -- Garfield County Building & Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: 970-945-8212 Fax: 970-384-3470 www.garfield-countv.com P\mit Card Garfield County Building and Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: (970)945-8212 Fax: (970)384-3470 POST ON SITE Permit NO. BLMF-5-12-2483 Permit Type: Manufactured Building Work Classification: New -Single Level Issue Date: 5/2312012 Expires: 11/19/2012 AGREEMENT Ih'consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. Manufactured Building Parcel #:246303200006 Owner's Name: Matthew & Kathleen Vaughan Job Address: 1535 HWY 133 CARBONDALE, CO 81623- Owner's Phone: (970)920-4164 Total Square Feet: 1900 Contractor(s) Phone Primary Contractor OWNER Yes Work Description: Inspection Scheduling Code Inspection IVR Comments Pass Date Footers 105 L ,,,V/p,IVO //Op: Foundation Walls 110 RiteDie 4) ' ‘;--/9-/z 7-6—:/2 ?—,--5--12 Final 125 Rough Plumbing 610 Gas 620�r.� (1''1---2 '- Foo -c_ t.1 30/ /31- K /10._57/v6-- mi..576-i0A Arr. /5-5// X013 ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For Inspections Call: 1-888-868-5306 3QVa0 m 113MniiH 'iYopeioloa : K ;o saeuoW Ueo1OLuV Ily ION arm -112-E 1Tf .0 RIM 341 Mp m 5nr¢r1VA313 rasp' tiara ) W SHP[OH f[OLSf13 lam z 0 R! s'n jE • ONT ILVATrON :5:u- /sr./-ri'.trr✓JtM%7` 13hTrn1,0•2\4'1",414tf1'3 WO .a-.la.tn .1.7 te-r,.. 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ROOF STAT 6" TO DE 5' NIX ANNE 7B7THCIWATED SSCRP ACCAU-ATIDR. 4, ALL MATER LINES PEN UNLESS OT}IER`JTSE NOTED 3, STRAPPING 3/4' VIDE MUM134114. G. AL1, COFMIECTIDMS AND MATERIALS ELEIJ GIN3LI4D F1_ ;FE RI DE DDMPLETED ON SITE. 7. PL 1NG AND FITTTNGS FDR CONNECTIONS BETWEEN ✓ im? FLDORISE[PID FLOOR , 2112 FLODRiNODF ARE SUPPLIED BY AIL AMERICAN PORES AND INSTALLED ON C -+$.D VAT€R SUPPLY 15 PRIP DCD 314.51 ST3' P AS N f31141t 21 PATER SUPPLY SMALL IC 3/4' LIMRL 3 SUMACS REWWi 31 808128814a. TO 48812134Y41. AID 51118171:188L TO PerPTIWL waT2 PPIVA 81415Lt BY Pana PITH LING T11RN.. FITT1 413. 41 ALL VENT ATM DUAL RE 54TWBED 1N PAS ATTIC Alm VCMILb T1q[[IGH 1YE REEF V1TH A CROSS SLZTITIIAL ANA EOUY. TO TPC ELM SEVER 'J7 112124111 VENT 710311G51 NOP DULL.. LC B. B. A VAMP. 7:85fT PAN S14PLL D3 INSTALLED D3NEATN WATER NEATER 11 11 1T IS LOCATES WOK WAAGE MAY RCSLL.T FRDM LEAXIMG PER PRC Oval -5 -------- HI7 PATER SUPPLY PLUMBING PLAN NOT TG SEALS 1lir "122 'NB/; r3DT1ER 1u2' l v2' MUSS DX watia 9'11811 V -L/ 147-41)-- 11/2- SITCLIIN �SpAI Lamm LUTES Wag VATZER CLOW II!CUF2( SINX TYPICAL RISERS • 3047 ®4 YKDC FOR PUMPS @I YITE DT soultR- EIRA..ED TL7PSCT OM %Na CUTS$D£ MOW/ 22 066.2 ELECTRICAL NOTES Q VPD. Fut W01662/AVE MEW_ . ' IREL.. a LLADLIXISC FpR 817E 1piT'ALL Q RTI RCCEPTT TM worm VAPOR D4YDI RECITJPYS o 4K• Ars. ELEETRICAL BOXES SHALL BE SIZER PER APPLIUBLE ILEO. K INDICATES LOCATION PER t1JSTERER n n R.--. fl• 9 3 ■ i 1 n CS "q.. ....4....._STJwik:.513t+:`' PANM. SCIE814. 260 AWP. Bill +J�t1_ • !1A7-1 y:-'; ,5 1,17L-LZ-IfI44 .7. CAFIRb2/SIe1E RETEL`TIW uffeur r -m-. .• .. TATA W fvE' I 1d- 7 k1AI3 W. 'IR . ` `RIBIR DUPLE' FLOON RECEP1AIME iTY 13rte'_ tet, r ' I'm CLOSET 2128T -q/- 3 C6MD1JCTOR '.IRE DINING, NCOK. HALL LIGHT A. 4.i ti�'1°� V L�aS'7' © AIR C*V/DITIONGR CONDI NSIHG UNIT 4`+P..R VASLPENT PULL CHORD FIXTURE INN T TAT 0 PENDENT LIGHT 1 82EZ a0 FI7tTYdtE ?EYE'IALL FIXTURE 1CEILING FAN WHEN DAeHED iiRECCSSED 8 TH FANLIGHT CONDO VALL NEWT FIXTURE 2• 'JP.i.L FLUID_ FUT.. Ir FLUORESCEMT EI'.Cl1*E S SINGLE ROLE SVITiHED iiEFTc!® NOTION SE SWITCHMIZI3'CJ..28E VATIITY LIF817 R;IC7fl�i-°'iivciiiimowi gill Kum VAr $V+TCN irIEMMIMm fl:._ i l.1.. WEIR Y/T.T- IL'I ISL. .' ' mINIrk-..74 •I.R!]r= AGF- {11MOM • ALL GEIERAL CIRCUITS ARE AFCI PROTECTED INSTALL BREAKER TIE ON CIRCUIT I MIO 3 iNl}SCISAL (BREAKER 3 WILL DE A BLANK VIT141JT A DISPOSAL.) o VQ4 ? Mmol 'Li v= 401 N, C4/ A f q EUCTIIICAL HAN ELECTRICAL NOTES' L CARLE T1PE• 1.10611-8 114.LIC P.ZATNE2 07141%Se 18 TYPEL CSP:ER. WITH =LAO a SERVICE' AS PER f'AIXl SVETNii. 3 MOUND FNLT, LLEID PEG 21706 NIG 4730E 2IZE+ IRI2 2 FFax oeics FCR APPLIANCE CIRCUITS DEER A DUTTON/ 8-8 naa GLIAIMAL RECEPTACLES AND LIGATING 14.7 USED FDR 3 -WAY SWITV-CS AND :POI£ ALARAtE 10-3/VG USED FDR CLt1TFKE I1R4C9T 18-2 =CA PER WATER HEATC4 2-3/MG USED Fait EF,ECTEOC RAALC REATMG AMD f UWE E .22IIENT AHD 2 (32LSLED alINENT PER NA)1[$A1;Ty?IRS 81 CSECATBINS• G. RPM PAAEL, 218 AMP & 281 PROTECTIVE DSVIIM 214 A'B 2 POLE WEARERS 7. 4ESTGIG PAOL'EDU:E, FMR NEC PARR D, 2087CH PPDTECTIVE DEWS. Pia! PAPA SLwMDULG % FUTURES L IVER ALL 2? MARRED ILITADLE FCC DANP 14. ALL GEF AL, RRCFPTS ARE APC. PROTECTED SL ALL ROMPTAcLES TIT IC TAMPER RES'3FA+WF. ELECTRICAL LEGEND swops DESCRIPT ID DESCRIPTICH AS DLiWI CL y:-'; TV L THOA'E _ SWITCHED B/7PLEX RECEPTA(I.E .7. CAFIRb2/SIe1E RETEL`TIW GD[BKPi! FALLT RECEPTACLE 0 SPL71(E DETECTOR WATER PROOF FII RECEPTACLE 1_1 242 I CEPTAL.E <nwrGE/LRYER2 DUPLE' FLOON RECEP1AIME cir PA 901 CLOSET 2128T -q/- 3 C6MD1JCTOR '.IRE DINING, NCOK. HALL LIGHT A. 4.i 822 CONDITIONER D[T 8WECT FOYER LIGHT © AIR C*V/DITIONGR CONDI NSIHG UNIT 4`+P..R VASLPENT PULL CHORD FIXTURE INN T TAT 0 PENDENT LIGHT 1 82EZ a0 FI7tTYdtE ?EYE'IALL FIXTURE 1CEILING FAN WHEN DAeHED iiRECCSSED 8 TH FANLIGHT CONDO VALL NEWT FIXTURE l ` 22Y \ REINFORCED S/ITCHE11 DECLINE / DEM W NO Ll� FIXTURE) 'JP.i.L FLUID_ FUT.. Ir FLUORESCEMT EI'.Cl1*E S SINGLE ROLE SVITiHED UV 2 -CLU ARM 1128T _ NOTION SE SWITCHMIZI3'CJ..28E VATIITY LIF817 THREE LKAY SNITCH r.: _j DINI3KG 2022 C ANCIELIER �'C Y Kum VAr $V+TCN NOTE: WATERLINE CROSSINGS REQUIRE THAT THE DRINKING WATER OR WASTEWATER PIPE BE ENCASED FOR AT LEAST TEN (10) FEET OF EACH SIDE OF THE CROSSING OR PLACE WHERE COMPONENTS ARE CLOSER THAN TEN (10) FEET. PIPE OF SCHEDULE 40 RATING OR BETTER MUST BE USED, OF SUFFICIENT DIAMETER TO EASILY SLIDE OVER AND COMPLETELY ENCASE THE LINE. RIGID END CAPS OF AT LEAST SCHEDULE 40 RATING MUST BE GLUED OR SECURED IN A WATERTIGHT FASHION TO THE ENDS OF THE ENCASEMENT PIPE. THERE MUST BE A HOLE OF SUFFICIENT SIZE TO ACCOMMODATE THE PIPE IN THE LOWERMOST SECTION OF THE RIGID CAP SO THAT THE CONVEYANCE PIPE RESTS ON THE BOTTOM OF THE ENCASEMENT PIPE. THE AREA IN WHICH THE PIPE PASSES THROUGH THE ENDCAPS MUST BE SEALED MTH AN APPROVED UNDERGROUND SEALANT COMPATIBLE WITH THE PIPING USED. THIS DRAWING SHOWS ALL EXISTING WELLS WITHIN SETBACK DISTANCES (INCLUDING ON SURROUNDING PROPERTIES), CONTOUR INTERVALS, ALL PROPOSED AND EXISTING BUILDINGS, PROPERTY LINES, DITCHES, SLOPES OF GREATER THAN 15%, WATER LINES, SPRINKLER SYSTEMS, SPRINGS, SUCTION (IRRIGATION) LINES, DRINKING WATER CISTERNS, DRAIN TILES, IRRIGATION DITCHES, LAKES, PONDS, WATER COURSES, STREAMS, FLOODPLAINS, FLOODWAYS, DRY GULCHES, OR EXISTING SEPTIC SYSTEMS, AND ALL SUCH FEATURES ON NEIGHBORING PROPERTIES WITHIN SETBACKS. A. CALCULATIONS 1. PERCOLATION RATE = 5.5 MPI (TIMBERLINE ENGINEERING MAR 24, 2012) 2. DESIGN FLOW = 3 BEDROOMS X 2 X 75 X 1.5 = 675 GALLONS PER DAY 3. REQUIRED SEPTIC TANK CAPACITY = 675 X 1.25 = 844 GALLONS USE ONE - 1,000 GALLON, TWO COMPARTMENT CONCRETE SEPTIC TANK 4. ABSORPTION AREA REQUIRED: A = (675/5)'5.51/2 = 317 SF 5. DRY WELL BOTTOM AREA = 12 FT X 12 FT = 144 SF 6. EFFECTIVE SIDEWALL DEPTH = 4 FT 7. DRY WELL PERIMETER REQUIRED = (317 - 144) SF / 4 FT = 44 FT 8. DRY WELL PERIMETER PROVIDED = 12 FT X 4 = 48 FT 9. ACTUAL ABSORPTION AREA PROVIDED = 144 + (12 X 4)4 10. WELL SETBACK DISTANCE 100 FEET DITCH, STREAM AND POND SETBACK DISTANCE 50 FEET 12. WATERLINE SETBACK DISTANCE 10 FEET TO TANK, 25 FEET TO FIELD = 336 SF CLEANOUT W/IN 3' OF BLDG INV.OUT=97.5 FUTURE GARAGE FF=±99.0 `"so. PROPERTY LINE Et> INSTALL RISERS TO BRING LIDS TO W/IN 6" OF FINISH GRADE INVJN=96.3 GARAGE PERC TEST HOLE O IN V.IN= 96.0 o •o 1 inch = 10 11_ SCALE PROPERTY EXISTING GRAVEL DRIVE w WATER LINE 1(I 1,000 GALLON 2 -COMPARTMENT, CONCRETE SEPTIC TANK. TRAFFIC RATED. IN V.OU T=98.5 INSTALL CLEANOUT W/IN 3' OF HOUSE EXISTING GARAGE BENCHMARK SLAB FF=100.0 w B. GENERAL NOTES 1. THE SEPTIC TANK SHALL BE LOCATED AT LEAST FIVE FEET AWAY FROM THE RESIDENCE 2. THE PIPE FROM THE RESIDENCE TO THE TANK MUST BE INSTALLED AS FOLLOWS: THE PIPE MUST BE INSTALLED STRAIGHT IN ALIGNMENT AND GRADE. IF A CHANGE IN ALIGNMENT OR GRADE IS NECESSARY, A CLEANOUT WILL BE REQUIRED AT THE CHANGE. THE MINIMUM GRADE OF THE PIPE MUST BE 1/4" PER FOOT. THE PIPE MUST BE A MINIMUM OF ASTM 2729 PVC PIPE. IF THE LINE CROSSES A VEHICULAR ACCESS THE PIPE SPECIFICATION SHALL BE CHANGED 70 ASTM 3034 PVC OR BETTER. A MINIMUM OF 1 CLEANOUT SHALL BE INSTALLED AT THE LOCATION WHERE THE PIPE LEAVES THE RESICENCE. THE PIPE SHALL BE A MINIMUM OF 4" IN DIAMETER. 3. THE PIPE FROM THE SEPTIC TANK TO THE SEEPAGE PIT MUST BE THE MINIMUM SLOPE OF THE LINE MUST BE 1/4" PER FOOT. THE PIPE SHALL BE A MINIMUM OF ASTM 2729 PVC PIPE. IF THE THE PIPE SPECIFICATION SHALL BE CHANGED TO ASTM 3034 PVC THE PIPE SHALL BE A MINIMUM OF 4" IN DIAMETER. 4. PROVIDE EFFLUENT FILTER IN SEPTIC TANK OR IN EFFLUENT LINE TO FIELD 5. USE RISERS TO BRING THE SEPTIC TANK ACCESS WITHIN 6" OF FINAL GRADE. 6. ALL MATERIALS, INSTALLATION PRACTICES AND SETBACK REQUIREMENTS SHALL COMPLY WITH GARFIELD COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS INSTALLED AS FOLLOWS: LINE CROSSES A VEHICULAR ACCES, OR BETTER. • NET p PLASTIC TEE INSTALLED TO BE NSFBLE FROM MANHOLE 6 IN. MAX BACKFILL OVER OPENING COYER OF MANHOLE. UPPEEXIT TEE'V 94iALL BE AT�1Y�}TtIIN 1 IN. OF TCW OF TANK PROCYIDE EFFWENT FILTER IN -r OR BETWEEN TANK AND FIELD IL 0 BOTTOM OF XTEN9ON OM p WATER LEVEL p �r FLUID TRANSFER SLUDGE SLUDGE TLET \\`'-TANK DIVIDER. Fa riaT1tJN$ TO TANK. aBLE SEPTIC TANK DETAIL NOT 70 SCALE PER R MANUFACTURER f---12 ---i PERFORATED CONCRETE DRY WELL STRUCTURE SEE DETAIL FOR INSTALLA TION INSTRUCTIONS 3 BEDROOM HOUSE 33' EXIST. SHED EXISTING DITCH 50' DITCH OFFSET 1 Sere- dikkitemAir4e- 5x/44 Aqui/ewe/4A Aird/t/ 71,9407/41 / 5 /2•eyzr// e•/ > CoMv/ /f7tc402 , (P D. 4< /05)911/,9 /,/// 6e /1l71i'fifi%/O/6 4 co/rrn / \ e 5pecize,d1, ./, PROPERTY LINE APPROVED a SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILD G EP Ds1e523 ZBy LD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE Page of ).l?i3dO 1d CONE SECTION BACKFILL 1' MIN. OVER GRAVEL FILTER FABRIC TYP. AT GRAVEL INTERFACE W/ BACKFILL OR EXISTING GRAVEL FILL TO 2" MIN. COVER OVER INLET PIPE 24" STEEL RIM & REMOVABLE SOLID LID FG=100 SURFACE TO SLOPE DOWN & AWAY FROM LID— Ln J 0 (NLET W CL z BACKFILL INSTALL STAND PIPE TO WAN 2" OF DRYWELL LID INV IN =96.0 4'DIA PERFORATED CONCRETE DRYWELL STRUCTURE LIMIT OF EXCAVATION 4 "SCHED. 40 PERFORATED PIPE OVER EXCAVATE & FILL TO PLAN SPECS W/ 1/2"-2 1/2" WASHED ROCK UNDISTURBED EARTH 0 INSTALL END CAP DRY WELL DETAIL 1/2"-2 1/2" WASHED ROCK COPYRIGHT TIMBERLINE ENGINEERING (2 DRAWN BY DA 1535 STATE HIGHWAY 133 GARFIELD COUNTY, COLORADO DATE 04/24 /09 REVISIONS xx SCALE AS SHOWN DRAWING INDIVIDUAL SEWAGE DISPOSAL SYSTEM SHEET cl 0 ro } A. GENERAL _SESIGN LOADS RESIDENTIAL SNOW DECKS WIND(BASIC) 40 PSF LIVE LOAD 40 PSF LIVE LOAD 60 PSF LIVE LOAD 90 MPH, EXPOSURE DESIGN IS BASEQ ON 2009 IRC ./ 1. ALL DIMENSIONS ANUifETAILS ON STRUCTURAL DRAWINGS SHALL BE VERIFIED AGAINST THE ARCHITECTURAL DRAWINGS AND ANY DISCREPANCIES BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION OR FABRICATION. 2. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR MISSING DIMENSIONS. .3. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS AND ROOFS WITH THE MECHANICAL AND ELECTRICAL CONTRACTORS. NOTIFY ENGINEER IF ANY OPENINGS ARE TO BE CUT IN THE STRUCTURAL SYSTEMS. 4. WHERE REQUIRED CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED ON THESE PLANS THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE ENGINEER SHALL PROVIDE SUFFICIENT DETAILS FOR THE WORK TO PROCEED. 5. NO SPECIAL INSPECTIONS IN ACCORDANCE WITH 2009 IRC ARE REQUIRED. 15 PSF DEAD LOAD 15 PSF DEAD LOAD 15 PSF DEAD LOAD B.K.,._ FOUNDA TION 1. CONTRACTOR SHALL PROVIDE ALL NECESSARY SHEETING, SHORING, AND BRACING WHERE REQUIRED TO PROPERLY AND SAFELY COMPLETE THE WORK. 2. AVOID EXCESSIVE WETTING OR DRYING OF THE FOUNDATION EXCAVATION DURING CONSTRUCTION. KEEP EXCAVATIONS REASONABLY FREE OF WATER AT ALL TIMES AND COMPLETELY FREE OF WATER DURING PLACEMENT OF THE CONCRETE. 3. FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED OR ADEQUATELY COMPACTED STRUCTURAL FILL AND BE PLACED BELOW THE FROST DEPTH REQUIRED BY THE APPLICABLE BUILDING AUTHORITY. ANY DISCREPANCY WITH THE FOOTING ELEVATIONS SHOWN ON THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE 4. BUILDING TO BE FOUNDED ON CONTINUOUS SPREAD FOOTINGS DESIGNED FOR A MAXIMUM -SOIL BEARING-PHLSSURE OF OD PS 1N -ACCORDANCE WITH 2009 IRC R401.4.T7-VERIFY ATERIAL WITH ENGINEER AFTER EXCAVATION IS COMPLE 5. ALL FOOTING BOTTOMS AND DECK PIER BOTTOMS TO BE 36" BELOW FINISH GRADE. 6. ALL FOOTINGS TO BE 10" THICK UNLESS NOTED OTHERWISE. 7. BACKFILL ON WALLS WITH FILL ON BOTH SIDES SHALL BE COMPACTED IN EQUAL LIFTS EACH SIDE OF THE WALL. WALLS BACK-FILLED ON ONE SIDE ONLY SHALL HAVE ALL SUPPORTING SLABS, PERMANENT FRAMING OR TEMPORARY BRACING IN PLACE PRIOR TO THE PLACEMENT OF BACKFILL. C. .CON RETE CONCRETE REQUIREMENTS 1. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE 2009 IRC. 2. ALL CQNOETE SHALL BE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 3. PROVIDE TYPE CEMENT" 4. MECHANICALLY VIBRATE CONCRETE. 5. ADDITION OF WATER TO THE BATCH MATERIAL FOR INSUFFICIENT SLUMP IS NOT PERMITTED. 6. DO NOT PLACE PIPES , DUCTS, OR CHASES IN THE STRUCTURAL CONCRETE WITHOUT THE APPROVAL OF THE ENGINEER. 7. NO ADMIXTURES SHALL BE USED WITHOUT THE APPROVAL OF THE ENGINEER. 8. CONCRETE SHALL NOT BE IN CONTACT MTH ALUMINUM. •1 1 •. •.• "r• „ " ,_, . . t 1 • . 1V CONCRETE REINFORCEMENTS 1. REINFORCEMENT BARS -Te -BE GRADE 60 OR BETTER. 2. NO SPLICES OF REINFORCEMENT SHALL BE MADE AND NO WELDING OF REINFORCING SHALL BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. 3. LAP SPLICES, WHERE PERMITTED SHALL BE A MINIMUM OF 36 BAR DIAMETERS. 4. PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING AROUND ALL CORNERS. 5. PROVIDE (2) #5 BARS WITH A MINIMUM OF 2'-0" PROJECTION BEYOND THE SIDES OF ALL OPENINGS IN WALLS, BEAMS, AND SLABS. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON PLANS. BOF - SEE PLAN TOW - SEE PLAN z N) r7 58' 4" F, SEE MFG'S SPEC FOR ANCHOR 2x6 P. T.D.F. SEE MFG'S SPECS 8" CONC. WALL. #5 @ 15" O.C., E.W. 2-#5's CONT., TYP. 1,_4„ STEM WALL @ CRAWL SCALE: NTS EO FOOTING STEP TYP. CONTINUOUS CONCRETE FOOTER TOF 99'-10" BOF 99'-0" Long. (2) #5's Cont. Trans. #5's ® 15" o.c. TOF 99'-10" BOF 99'-0" #5's @ 15" o, c. e/w BOF 98'-O" BOF 99'-0" GENERAL NOTES: 1. TOPOGRAPHIC INFORMATION IS APPROXIMATE 2. SITE ELEVATION BASED ON EXISTING GARAGE FF ELEV. 100'- 3. FOUNDATION TO BEAR ON UNDISTURBED COBBLE/SAND SOILS BELOW THE EXISTING CLAY STRATUM. 4. THIS DESIGN IS BASED ON PLANS AND POINT LOADS PROVIDED BY:: ALL AMERICAN HOMES OF COLORADO, LLC., SHEET NAME: FOUNDATION, DATED 3-27-2012. 5. ALL FOOTINGS TO BE 10" THICK UNLESS NOTED OTHERWISE. 6. PROVIDE 36» X 36" ACCESS TO CRAWL SPACE ® EAST OR WEST FOUNDATION WALL. Floors over vented crawlspaces must be insulated; R-30 or enough to fill the cavity. Vents shall be located below the bottom of the floor joist per IRC, R-408.1. As an alternative to insulating floors, crawlspace walls shall be permitted to be insulated when the space is not vented to the outdoors and meets the requirements of IRC, R-408.3. Take precautions to protect plumbing in these areas. 1 w KEY TOF = TOP OF FOOTER BOF = BOTTOM OF FOOTER TOW = TOP OF WALL © EAST OR WEST FOUNDATION WALL. FOR PERMIT 700 SCALE: 1/4" = 1 1 ThJ TIMBERLINE ENGINEERING DRAWN BY DP VAUGHAN RESIDENCE 1535 STATE HIGHWAY 133 DATE 05/04/12 x REVISIONS SCALE AS SHOWN J DRAWING FOUNDATION PLAN W/ NOTES & DETAILS SHEET si