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Application - Permit
Garfield County Building & Sanitation Department 108 tfh Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 I NO. 10353 J JobAddress()~ C~. ffi. Re9 · ~Q;fJ~SJ--- Nature of Work Building Permit jJ:b.0--s:. J-fe:. :J.J?1 . J.-( 1-DO -1/ tJ ~ useofBuilding~~(! Lo[ "Y""' '{-u'"·~hlJtW..M/ Owner ¥~ {(JJ ~ ) I Contractor ~ Amount of Permit $ Lf(/ '7 3 -~ 9 Date yf/~ ;;){) J ~c.)l)? i-(So. ciD ~ c· . .::-::-, 7 c6'S6 d..j (,'7 Clerk ~ ' , GARFI E LD COUNTY BUILD ING PERMI T APP LI CA TI ON 108 8 "" Street , Suite 401 , Glenwood Sprin g s, CO 81601 Phone: 970-945-8212 I Fa.z: 970-38 4-3470 I Ins pection Line: 9 70-384-5003 Permit No: /0 35' 3 Parce l/Sch edule No: 2 / / '/2. / / ()t) / C).J' Rx h',/)1.,--A-/-t»-?/6r J..... /14 /t /2J. ~· !62CLI' /lt/11 ";&I / _S'- 2 3 4 5 G 7 8 9 10 Block No: S u bd. I Exemption: ·n~t...r P~e a 1<- Use of Buil di ng: j' ( '1-" Describe Work: A/C:.,{I/ Class of Wo r k : 0 )3:. New 0 Single Double ~· On-Site Sewage Dis p osal Carport: Ql\ Site Plan Li e. No. Lie. No. No. of Floors: 2.. 0 Single 0 Double 11 Adj usted Valuations: S W<=J " ;;l 0 . / fc 12 Special Conditions: NOTICE A SEPARATE ELECTRICAL PERMIT IS REQU I RED AND MUST BE I SSUED BY THE Sl'ATE OF COLORAOO. THI S PERMIT BECOMES NULL AND VOID IF WORK OR CONSI'RUCTION AlJfH ORIZED IS NOT COMMENCED WITH LN 180 DAYS. OR. IF CONSI'RUCTI ON OR WORK IS SUSPENDED OR ABANDONED FOR A PERJOD OF 180 DAYS AT ANY TIME AITER WORK IS COMMENCED. I HEREBY CERTI FY T HAT I HAVE READ AND EXAMI NED T HIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WI LL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AlJfHORITY TO V I OLATE OR CANCEL THE PROVISIONS OF ANY OTHER Sl'ATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRU 10 . P la n Check Fee: \ q ,q '1'-\ Total Fee: 4~ 'J , b q. f1 51 oJ.3 . '1 OCC G r oup: I'C2-L Zon ing: Manu. Home: AGREEMENT Pe rmit Fee: d--'15::,'1~ p~ed Permit Issued: (),. cJ() .:- Con st. Type: Setbacks : /50 od PERMISSION IS H EREBY GRANTED TO T HE APPLICANT AS OWNER. CONTRACTOR AND/OR THE A GENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATI ONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATI ON OF THE ISSSUANCE OF THIS PERMIT. THE SIGNER. HEREBY AGREES TO COMPLY \VITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD CO UNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT I F THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH I N THE LCOATION. ERECTION. CON SI'RUCTION . AND USE OF" THE ABOVE DESCRIBED Sl'RUCTURE. T HE PERMIT MAY BE REVOKED BY NOTI CE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOI D. THE ISSUANCE OF A PERMT BASED UPON PLANS. SPECI FICATIONS AND OTHER DATA SHALL NOT PREVEI\'1' THE BUILDING OFFICIAL FROM THEREAITER REQU I RING THE CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FROM PREVENfiNG BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF TI-ll S JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECI FICATION S AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFI ELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPEN CI ES. THE RESPONSI B ILITY FOR THESE I TEMS AND I MPLEMENTATION DURING CONSI'RUCTION RESTS SPECIFIC!ALLY W ITH THE ARTICTECT. DESI GNER. BUILDER. AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND I N SUPPORT OF THE OWNERS LNTEREST. I HEREBY AC KNOWLEDGE THAT I HAVE READ AND UNDERST AND THE AGREEMENT ABOVE (INITIAL): !llit/Z -~ \ '\ \'\/l ( l~~ \ L{ ~~ <!!. let lcl, q ~ .. The following items are required by Garfield County for a final inspection: 1. A final E lectrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily vis ible from access road; 3. A finished roof, a lockable hou se, complete exterior sidin g, exterior doors and windows installed , a complete kitchen with cabinets, a si nk with hot & cold running water, non-ab sorbent kitchen floor coverin gs, counter tops and fini shed walls , ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl , tub or shower, toilet stool, hot and cold running water, non-absorbent floors a nd walls fini s hed and a pri vacy door; 5. All steps outside or in side over three (3) steps must have handrail s, guard r ail s on balconies or decks over 30 " hi gh constructed to all IBC and IRC requirements; 6. Outside gradi ng done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading m ay be made upo n the demonstration of extenuatin g circumstances, i.e. weather, but a Certifi cate of Occupancy wil l not be issued until all the required items are completed and a final inspection made; 8. A final in specti on sig n off by the Garfiel d County Road & Bridge Department for driv eway installation, where applicable ; as we ll as any fina l s ign off by th e Fire District, and/or State Agencies where applicable. 9. If you will be connectin g to a publi c water and /or sewer system, proof of th e tap fees have been paid a nd the connections in spected by the serv i ce provider prior to issuance of a C.O. A CERTIFI CATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by th e above conditio ns for occupanc~ use and the issuance of a Certifi cate of Occupancy for the dwelling under building permit# 0 35 3 Si ature Bpapplicationoctober2006 Date EXHIBIT "A" A tract of land situated in Section 21 and Section 22, Township 6 South, Range 92 West of the 6th PM. being described as follows: Beginning at a point whence the Northwest Corner of said Section 21 bears North 70°33'28" West 4556.11 feet; thence North 64°41'31" East 335.00 feet; thence along a curve to the right having an arc length of 184.12 feet, a radius of227.39 feet and a central angle of 46°23'38", the chord of which bears North 87°53'20" East, 179.13 feet; thence South 68°54'50" East 405.28 feet; thence along a curve to the right having an arc length of 204.97 feet, a radius of 122.89 feet and a central angle of 95°33'56", the chord of which bears South 21°07'49" East, 182.03 feet; thence South 26°39'13" West 51.72 feet; thence South 37°58'47" West 96.61 feet; thence along a curve to the left having an arc length of 100.09 feet, a radius of 144.64 feet and a central angle of39°39'01", the chord of which bears South 18°09'17" West, 98.11 feet; thence North 43°58'22" East 547.59 feet; thence South 31°24'31" East 1118.07 feet; thence along a curve to the left having an arc length of 69.57 feet, a radius of 910.00 feet and a central angle of 04°22'50", the chord of which bears South 20°09'52" West, 69.56 feet; thence South 89°30'06" West 741.54 feet; thence South 88°57'47" West 928.73 feet; thence North 04°30'26" West 1033.29 feet to the POINT OF BEGINNING. Together with, and subject to those access, utility and irrigation easements described in that plat recorded at Reception No. 620715, in the office of the Garfield County Clerk and Recorder, and together with and subject to the covenants, rights and obligations of a Member in the Dry Hollow Estates Home Owners Association, a Colorado unincorporated non-profit association as set forth in that Grant of Easements and Declaration of Covenants, Conditions and Restrictions for Certain Tracts of Land recorded in Book 1339 at Page 991 in the office of the Garfield County Clerk and Recorder. Also Known As Tract9 As shown on survey recorded February 12, 2002 As Reception No. 620715 VALUATION/FEE DETERMINATION Applicant '\\ ~-N tl u lc\:::, d I A dress T0!? c..~bl!c I?:,M. Date 3-17.-o1 Finished (Livable Area): Main ?./31 X /'1.b~ ~ Upper Lower .;l/ 31 x 7'"1. 1.8 = Other 5'-1 b "Z. Subdivision LoUBiock Contractor Total Square Feet Valuation 'io 71 9oz '1- Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Valuation 110 s-xw.:: 19, lf'l(} •• Crawl SQace: Valuation Decks/Patios: Covered Valuation '-}[, 7 XZ'{ "" 111208°0 Open Valuation 'f>S<;" .-1"12. = /D bZO oc:- Total Valuation F' (tff IE. /l-1&/(.. TfU1-L-T 1 ::, ~\ r-' Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top ofthe roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed s tructure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes / 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are appl ying for a building permit on is located on a corner lot. Special setbacks do apply. Yes / 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes .._.../ 2 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes t/ 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes t/ 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes /" 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and sofijts? Yes / ------ 8. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7 ,000 feet above sea level), floor loads and wind loads? Yes f../" 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes t._..../" 10 . Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes V" 11. Does the building section drawing or other detail include the method of pos itive connection of all columns and beams? Yes / 12. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a fiatt r r<yo f? (Building height measurement usually not to exceed 25 feet) Yes t/ ---"'---- 13. Does the plan mclude any stove or zero clearance fireplace planned for installation including make and mo.;lel and Colorado Phase II certifications or phase II EPA certification? Yes ../ No ------- 3 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No ------- Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IRC? Yes V"" No ------- Does the plan include a window schedule or other verification that windows prov ide natural light and ventilation for all habitable rooms? Yes ./ No ------- Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tu b enclosures and specify safety glazing for these areas? Yes ._./. No ------- Is the location of all natural and liquid petroleum gas furnaces , boilers and water heaters indicated 0_9..-the plan? Yes v-No ------- Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes ~ No ------- Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if re quired by that association, prior to submitting an application for a building permit? The building permit application wi ll not be accepted ~thout it. . 1 Yes / No i1 t) la t. il.t-~ 1/1 ~tlf Will this be the only residential s tructure on the parcel? Yes (../ No Ifno-Explain: ______ _ Have two (2) complete sets of construction drawings been submitted with the application? Yes / Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? Yes 1/ No ____ _ 4 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes V No ------ 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district ? Yes ~ No ------- 26. Does the plan accurately indicate what you intend to construct and what will recei v e a final inspection by Jbe Garfield County Building Department? Yes v No ------ 27. Do you understand that approval for design and/or construction changes are required prior to the applicati ~of these changes? Yes \,../" No ------ 28 . Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as an y "Road Impact" or "Septic Sys tem" f ees r equired , at the tim e you pick up y our building pen}}jt? Yes ~ No ------ 29. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections wiD be made from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in t V-84-5003. Yes t,..../ No ------ 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50 .1)0 re-inspection fe e? ' Yes ~ No ------ 31 . Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes v No ------- 32. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRC? / Yes ./ No ------- 5 33. 34. 35. 36. 37. Are you aware that prior to submittal of a building permit application you are required to s how proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact th e Road & Bridge Departme nt a t 625-8601. Yes / No ------- Do you understand that you will be required to hire a State of Colorado License d Electrician and Plumber to perform ins tallations and ho o kups, unless you a s the hom eowner are performing the work? The license number of th e person p e r forming the work wi ll b e required at time of applicable inspection. Yes ~ No -------- Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel Number for the lot you are applying for this pe rmit on prior to submittal of a building permit application? Y o ur attention in this is appreciated. Yes ~ No ---------- Do you know that the l ocal fire ~t may require you to submit plans for th e ir review of fire safety i ssues? Yes N o (please check with the building department about this requirement) Do you under sta nd that if you are pl anning on doing any excavatin g o r grading t o the property prior to issua nce o f a building permit th at you w ill be reyuired to obtain a grading permit? Yes t/" I hereby acknowledge that I have read, understand and answered these questi ons to the best of m ability. Date --=-J_/__:_f'_--_l_t_.r_v ___ ( days); __ ..L..1_'f'----'-7 _-..L..f;___,f-O---F--_-_(.... ___ (ev enings) Project Name: ~ Yt'l tJ '-t/1 ;feSt de rJ e_e Project Address : f!Ut '-"r 7 f-; w e t:t Fl /c Notes : If you ha ve answered "No" on an y of the questions, you may be required to provide thi s information at th e request of the Building Offic ial prior to b eginning the pl an re vi ew process. D e l ays in i ssuing th e permit are to be expected. Work m ay not proceed without the iss uance of a permit. If it is determined b y the Building Official that additi onal informati o n i s necessary to rev iew the application and pla ns to determine minimum compliance with the adopted codes, th e application 6 PLAN REVIEW CHECKLIST Applicant f.e.~ \J s Building _LEngineered Foundation Lnriveway Permit _Lsurveyed Site Plan Lseptic Permit and Setbacks _LGradeffopography 30 % -.iLAttach Residential Plan Review Li st ~Minimum Application Questionnaire ~Subdivi s ion Plat Note s ~Fire Departme nt Revi e w L Valuation Determination/Fees /.Red Line Plans/Stamp s/St icker t,/ Attach Condition s LApplication Signed ~J an Reviewer To Si gn App li cati on /Parcel/Schedule No. J!.P-40# Snow load Letter-Manf. Hms. _L Soi ls Report GENERAL NOTES: Date 3 -1?. -6 1 I HOA/DRC Approval Gradeffop og raphy 40 % -t---Pianning Iss ues __ Subdivision Plat Notes GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT This does not constitute a building or use permit. PROPERTY 'jfbo l owner's Name Revv'lo (ds to her/ f-;resent Address(}.Jo( 11lidlc..~ iff ( ::2-s-G ·:hone .·:Yf/ ~ f/2'} System Location 0~ -{q CV\et ·, ( Ka. r P--&. -:;,·, I t-'l (fo '5 )-._ Legal Description of Assessor's Parcel No. --------""0(~-'('--"J_Cf_-_~ __ {..c(_-_0__:_()_---:'7_._0-:;::-S..)... _______ _ SYSTEM o'ESIGN --ruoc+ 9 Septic Tank Capacity (gallon) ______ ,Other <I-' bif~,(~a~·tl.~..:t/.J.&ct-e .. L.... Percolation Rate (minutes/inch) N~ber of Bedrooms (or other) 1 7 / 95& 1/1 ~c,f -f!f>/4 · / --, ) /0 Required Absorption Area • See Attached if 1 !J J.Zf h 1 fr.f.--tt.t../( /g t..vnd ( :> 3/ Special Setback Requirements: .:,-7~/ !J/ '-' ,{/! d · (,)... 11 Date_L.J./0"--' _-~J-_6_-D_--':_1 __ lnspector Nlfv¥ cf 1lLt-£L FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer 1 ~(})\.L.-'L- Septic Tank Capacity-'/~~'-'S::SD...:... ________ -,------------------------ ' _{ I r... \ Septic Tank Manufacturer or Trade Name 1§~· ~->!jf'.! .. l\!~~1"i!'-~:·::t-,ct~-~;:_J..I·_··Jl=.-£(.l\J.•_ji:S::;'------------------ Septic Tank Access within 8" of surface _,:,ct'.;.(e:~'.a..·--.,...---------------------- Absorption Area (\if ' i.v \-_ ·, ,\J\ V~-. \ 1~·\.t-~-; ·. .k I. . f-( . ..+--I'· . I l : l -I u Absorption Area Type and/or Manufacturer or Trade Name -~U-'·' _,.r-' . .i',..,_' "il.ol·.,..,_..t,_,n~, --·~·-\:..) 'cc'·~·~'c.·~:\"!._c.:..' --'-r-1-'------' -. i Adequate compliance with County and State regulations/requirements :. ! _r '-'/)::_--_· _______________ _ Other---.---------------~---~------------------- Date __ I-J+I--_.<Rl~~:..~_o.'..-__ -_,(0.,. :....].,. .. _' _ Inspector -+f_,(·~:"')(_,_J-'l'f.c.·'.;..(~· {t,../L:-'1_.·'-j :...; ~;"i'-';"-1--of'-'{_' ~-c:c--:..-_· ------------ RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE •CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con· nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which Involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine-6 months in jail or both). Whi1e • APPLICANT Yellow-DEPARTMENT No.· /c3S.~ EXTERIOR Address No.------------- Drainage-------------- Decka.aupport & clearance to wood ------ Decks-stairs & ralls----------- Exterior locks----'--------- Flashing around doors & windows------- Insect screens------------ INTERIOR GARAGE Fire wall separation __________ _ Service doors-1~" min.---------- Door (20 min.) w/auto closer-1¥8" min. ____ _ Mech. equip. 18" above floor _______ _ No opening into sleeping area _______ _ BASEMENT-CRAWL AREA Access _____________ _ Insulation------------- Headroom/Stairs ___________ _ Ventilation------------- Assessor's Parcel No. ,.JJrl'i~,)(/ -co -']t ) Date 2/ ~u/t-7 I I NOTES FINAL CHECKLIST MECHANICAL ROOM Boiler ___________ _ Hot water _________ _ F.A. gas/oil _________ _ Floor drain _________ _ Clearance _________ _ Air con. system ________ _ Hot water heater-------- Combustion air ________ _ Gas piping, valves _______ _ LPG Drain---------- FIREPLACE/STOVE Clearance to combustibles _____ _ Termination of chimney· ______ _ Combustion air ________ _ He8rth (12" or 20" on sides) ____ _ Glass doors _________ _ Certified by:•~--------- REMARKS (continue on back) STAIRWAYS , Headroom (6'6") ---------- Railing & guardrails--------- Width __ ~--------- Rise & run------------ KITCHEN Clearance above grill ________ _ Exhaust fan __________ _ Broiler exhaust (1 hr. chase) ------ BEDROOMS Egress ____________ _ Smoke detector---------- BATHROOMS Exhaust fan __________ _ Shatterproof glass ________ _ OTHER INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issue~.!?:.r.O...l..zoued Area ............................... Permit No ••. /9.3.?...~ ....... . AGREEMENT Iu consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure 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 Inspector and IMMEDIATELY BECOME NULL '\,NU VOID. _/t6 Use tl\'*' uJ I) C:O\),~(('($ "'-a:rtr,'rt-=~'-'P" o 1 r This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing 3-U-ol /()rv\__-Driveway Foundation 3~1/6 7 ners V-1~ ~ FJ>,"'l /L.A- Underground Plumbing '-/-/1·07 ,(},v)l Insulation w:tJ: '~ -~ .• J Cf-1:>--a7 ~ Rough Plumbing q -'5'-C>1 fJ'M. Drywall Cf-11-D-1 J..~..J Chimney & Vent 'J · :?.1-o 1 ,(}y.L Electric Final (by State Inspector) Jig Gas Piping 9:-91-n? {)_.., Final ;1. .. -l!f-o1 H.~ ~ Electric Rough (By State Inspector) $~-fl7 Septic Final /I-?-1-07 fiMI._ __..... Framing n~:?·!>J~ Notes: (To include Roof in place and Windows and Doors installed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call384-5003 108 8th Street Glenwood Springs, Colorado APPROVEDDO NOT DESTROY THIS CARD .... ~C~Vit:~EARPLASTIC Parcel Detail Page I of3 Garfield County Assessor/Treasurer Parcel Detail Information Assgssor/IreasurerJ'ropertySe<!rcb I Assess_or Sul2.<;tl_Quezy I Assessor Sales Search Clerk .. &.Re£_ofl:lerRe~eption_Search 13ask ... l3uilding .. Cbaracteris.ti.c.s I TmtJnformAtion Parcel Detail I Value Detail I Sales Detail I Residential/Commerciallmprovement Detail Land Detail I Photographs I TaxArea II Account Number II Parcel Number II Mill Levy I I o23 II R041355 II 217921100703 II 44.581 I Owner Name and Mailing Address !REYNOLDS, ROBERT B JR & CAROL A 12101 MIDLAND AVE NO 1125 !GLENWOOD SPRINGS, CO 81601 Legal Description !SECT,TWN,RNG:21-6-92 DESC: A TRACT !oF LAND SITUATED IN SECTION 21. AKA !TRACT 9. PRE:R230958 BK:443 PG:291 IBK:l601 PG:l3 RECPT:655083 BK:l601 lPG:! BK:!570 PG:210 BK:l570 PG:208 IBK: 1174 PG:785 BK: 1871 PG:203 IRECPT:712529 BK:l791 PG:62 IRECPT:696265 BK: 1601 PG: 19 IRECPT:655084 BK:l587 PG: 143 IRECPT:651994 BK:l579 PG:959 IRECPT:650603 BK:l543 PG:311 IRECPT:641996 BK:l543 PG:309 IRECPT:641995 BK:l339 PG:991 I IRECPT:599771 BK:l207 PG:l49 I IRECPT:567402 BK:0889 PG:0839 I IBK:0591 PG:0337 I http://www .garcoact.com/assessor/parcel.asp?Parce!N umber=2179211 00703 2/7/2007 Parcel Detail Page 2 of 3 Location Physical Address: II siLT I Subdivision: I Land Acres: 1135.13 I Land Sq Ft: llo Section II Township II Range I 21 II 6 II 92 I Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 20011 601 I Improvements: II oil oj I Total: II 20011 601 Sale Date: 1112/5/2006 Sale Price: IIF=1=88=,5=o=o==========ll Basic Building Characteristics Number of Residential lo I Buildings: Number of Commllnd lo I Buildings: No Building Records Found Tax Information Tax Year Transaction Type Amount I 2006 Tax Payment: Whole ($5.00)1 2006 Tax Payment: Whole ($2.68)1 2006 Tax Amount $5.001 2006 I Tax Amount $2.681 2005 Tax Payment: Whole ($5.00)1 2005 Tax Payment: Whole ($2.68)1 2005 Tax Amount $5.001 2005 Tax Amount $2.681 II II http:l/www .garcoact.com/assessor/parcel.asp?ParcelNumber=2179211 00703 2/7/2007 Parcel Detail I 2004 II Tax Payment: Whole II ($5.00)1 I 2004 II Tax Payment: Whole II ($3.04)1 I 2004 II Tax Amount II $5.ool I 2004 II Tax Amount II $3.041 Top of Page AssessorJ::>atitbilse Searc:llQptions I Treasurer Databas~ Search Options Ckrk& .. R~c:onl~rDat<tb_a.>_e_SearchQption~ Garfield Countv Home Page Page 3 of 3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by QoodTurns_SoJtwAre. http://www .garcoact.com/assessor/parcel.asp?ParcelNumber=2179211 00703 217/2007 ~ , CTLITHOMPSON SOILS AND FOUNDATION INVESTIGATION REYNOLDS RESIDENCE TRACT 9, FREEARK SUBDIVISION GARFIELD COUNTY, COLORADO Prepared For: AGGRESSIVE BUILDERS P.O. Box 2126 Glenwood Springs, CO 81602 Attention: Mr. Bob Reynolds Project No. GS04921-120 234 Center Drive I Glenwood Springs, Colorado 81601 Telephone: 970·945·2809 Fax: 970·945· 7411 January 25, 2007 TABLE OF CONTENTS SCOPE SUMMARY OF CONCLUSIONS SITE CONDITIONS PROPOSED CONSTRUCTION SUBSURFACE CONDITIONS SITE EARTHWORK Excavation Structural Fill Fill and Backfill FOUNDATIONS SLAB-ON-GRADE CONSTRUCTION BELOW-GRADE CONSTRUCTION SUBSURFACE DRAINAGE SURFACE DRAINAGE LIMITATIONS FIGURE 1 -APPROXIMATE LOCATIONS OF EXPLORATORY BORINGS FIGURE 2-SUMMARY LOGS OF EXPLORATORY BORINGS FIGURE 3-SWELL-CONSOLIDATION TEST RESULTS FIGURE 4-EXTERIOR FOUNDATION WALL DRAIN AGGRESSIVE BUILDERS REYNOLDS RESIDENCE CTLJT PROJECT NO. GS04921-120 S:\GS04921.0001120\2. Reports\GS04921120 R1.doc T 1 1 2 2 2 3 3 4 4 5 6 6 7 7 8 SCOPE This report presents the results of our soils and foundation investigation for the Reynolds Residence proposed on Tract 9, Freeark Subdivision in Garfield County, Colorado. We conducted the investigation to evaluate the subsurface conditions at the site and provide geotechnical engineering recommendations for the proposed construction. Our report was prepared from data developed from our exploratory borings, laboratory testing, engineering analysis, and experience with similar conditions. This report includes a description ofthe subsurface conditions found in our exploratory borings, and presents recommendations for design and construction of foundations, floor systems, foundation walls, subsurface drainage, and criteria for details influenced by the subsoils. A summary of our conclusions is presented below. SUMMARY OF CONCLUSIONS 1. Subsurface conditions encountered in our exploratory borings consisted of about 6 inches of sandy clay "topsoil" and about 4 feet of sandy clay underlain by sandstone bedrock to the total explored depth of20 feet. Free ground water was not found in our exploratory borings during drilling operations. 2. The residence can be constructed on footings that are supported on the sandstone bedrock. Design and construction criteria for footings are presented in the report. 3. We expect slab-on-grade construction supported by the sandstone bedrock will possess low potential for differential movement. Slabs-on- grade supported by the clay soils may have moderate potential for differential movement. After removal of clay soil to a depth of at least two feet below slabs is accomplished, we expect slab-on-grade construction supported by the structural fill will possess low potential for differential movement. Additional discussion is in the report. 4. Surface drainage should be designed to provide for rapid removal of surface water away from the proposed residence. A foundation drain should be installed around the lower level. AGGRESSIVE BUILDERS REYNOLDS RESIDENCE CTLIT PROJECT NO. G$04921-120 S:\GS04921.000\120\2. Reports\GS04921120 R1.doc 1 y SITE CONDITIONS The Freeark Subdivision is a residential development consisting of 35 acre or larger tracts located west of County Road 331 in Garfield County, Colorado. Tract 9 is an approximately 35 acre parcel in the southeast portion of the subdivision. Ground surface in the area of the proposed building generally slopes down to the north at grades of about 5 to 10 percent (see Figure 1 ). Steeper slopes that drop down to the south and west begin 40 to 100 feet from the proposed residence. Vegetation in the building envelope consisted primarily of grasses and sage. PROPOSED CONSTRUCTION Building plans for the Reynolds Residence were being developed at the time of our investigation. We understand the residence will be a two-level, wood-frame building. The lower level will be constructed as a walkout basement. We understand a slab-on-grade floor is desired in the lower level. Maximum foundation excavation depths of about 8 to 10 feet are expected on the uphill part of the residence. We expect maximum foundation loads of about 1,000 to 3,000 pounds per lineal foot of foundation wall and maximum column loads of 30 kips. If actual construction will differ significantly from the descriptions above, we should be informed so that we can provide geotechnical engineering input and revise our recommendations, if necessary. SUBSURFACE CONDITIONS Subsurface conditions on Tract 9, Freeark Subdivision were investigated by drilling two exploratory borings (TH-1 and TH-2) with a track-mounted drill rig at the approximate location shown on Figure 1. Exploratory drilling operations were directed by our laboratory/field manager who logged the soils encountered in the exploratory borings and obtained samples for testing in our laboratory. Graphic logs of the soils found in our exploratory borings are shown on Figure 2. AGGRESSIVE BUILDERS REYNOLDS RESIDENCE CTLjT PROJECT NO. G$04921-120 S:\GS04921.000\120\2. Reports\G$04921120 R1.doc 2 y Subsurface conditions encountered in our exploratory borings consisted of about 6 inches of sandy clay "topsoil" and about 4 feet of sandy clay underlain by sandstone bedrock to the total explored depth of 20 feet. Our observations during exploratory drilling operations indicated thatthe clay was stiff and the sandstone was very hard. Free ground water was not found in our exploratory borings at the time of drilling. The exploratory borings were backfilled immediately after exploratory drilling was completed. Samples obtained in the field were returned to our laboratory where field classifications were checked. One sample of the clay was selected for one- dimensional, swell-consolidation testing. During the test procedure the sample was loaded with 1,000 psf and then flooded. The resulting volume change (i.e., swell or consolidation) was measured. The sample of clay tested exhibited 1.8 percent consolidation. The sample consolidated an additional2.7 percent when the load was increased to 3,000 psf. Results of swell-consolidation testing are shown on Figure 3. SITE EARTHWORK Excavations Our subsurface information indicates that excavations for the Reynolds Residence will be in the sandy clay soil and the sandstone bedrock. Excavations for foundations and utilities into the sandstone bedrock will likely require pneumatic hammer attachments or blasting. It may be feasible to accomplish excavations using conventional, extra heavy-duty excavation equipment. Excavation sides will need to be sloped or braced to meet local, state and federal safety regulations. The clay will likely classify as a Type B soil based on OSHA standards governing excavations. Temporary slopes deeper than 4 feet should be no steeper than 1 to 1 (horizontal to vertical) in Type B soils. The sandstone will likely classify as stable rock. Excavation in stable rock can be near vertical. Contractors should identify the soils encountered in excavations and refer to OSHA standards to determine appropriate slopes. AGGRESSIVE BUILDERS REYNOLDS RESIDENCE CTLIT PROJECT NO. GS04921·120 S:\GS04921.000\120\2. ReportsiGS04921120 R1.doc 3 • Free ground water was not found in our exploratory borings during this investigation. We do not anticipate excavations for foundations or utilities will penetrate ground water. Excavations should be sloped such that water from precipitation can drain to a positive gravity outfall or to a temporary sump where water can be removed by pumping. Structural Fill A minor thickness of structural fill may be required below slabs-on-grade. Performance of exterior flatwork would be enhanced be removing clay soils from below the slabs. We recommend removal of at least 2 feet of clay and replacement with structural fill. We recommend re-using the excavated soils or broken down sandstone for structural fill provided they are free of organics, debris and rocks larger than 3 inches in diameter. Structural fill should be moisture-treated to within 2 percent of optimum moisture content and compacted to at least 98 percent of Standard Proctor (ASTM 0 698) maximum dry density. Additional water required to increase the existing soil moisture content to the specified moisture content should be uniformly mixed into the fill soil prior to compaction. We recommend a maximum loose lift thickness of 8 inches. The actual thickness of fill lift that can be properly compacted will depend on the type of compaction equipment. In order for the procedure to perform properly, close control of structural fill placement to specifications is required. Our representative should be called to check compaction and moisture content of the structural fill during placement. Fill and Backfill Proper placement and compaction of fill and backfill adjacent to the building is critical to prevent infiltration of surface water and moisture in below-grade areas of the building. The on-site soils free of organics, debris and rocks larger than 4 inches in diameter can be used as fill and backfill. If import soil is required for fill and backfill, it should have similar characteristics to the on-site soils. Fill outside the building footprint should be placed in loose lifts of 10 inches thick or less, moisture- AGGRESSIVE BUILDERS REYNOLDS RESIDENCE CTLIT PROJECT NO. GS04921-120 S:\GS04921.000\120\2. Reports\GS04921120 R1.doc 4 ·~ llllr Free ground water was not found in our exploratory borings during this investigation. We do not anticipate excavations for foundations or utilities will penetrate ground water. Excavations should be sloped such that water from precipitation can drain to a positive gravity outfall or to a temporary sump where water can be removed by pumping. Structural Fill A minor thickness of structural fill may be required below slabs-on-grade. Performance of exterior flatwork would be enhanced be removing clay soils from below the slabs. We recommend removal of at least 2 feet of clay and replacement with structural fill. We recommend re-using the excavated soils or broken down sandstone for structural fill provided they are free of organics, debris and rocks larger than 3 inches in diameter. Structural fill should be moisture-treated to within 2 percent of optimum moisture content and compacted to at least 98 percent of Standard Proctor (ASTM D 698) maximum dry density. Additional water required to increase the existing soil moisture content to the specified moisture content should be uniformly mixed into the fill soil prior to compaction. We recommend a maximum loose lift thickness of 8 inches. The actual thickness of fill lift that can be properly compacted will depend on the type of compaction equipment. In order for the procedure to perform properly, close control of structural fill placement to specifications is required. Our representative should be called to check compaction and moisture content of the structural fill during placement. Fill and Backfill Proper placement and compaction of fill and backfill adjacent to the building is critical to prevent infiltration of surface water and moisture in below-grade areas of the building. The on-site soils free of organics, debris and rocks larger than 4 inches in diameter can be used as fill and backfill. If import soil is required for fill and backfill, it should have similar characteristics to the on-site soils. Fill outside the building footprint should be placed in loose lifts of 10 inches thick or less, moisture- AGGRESSIVE BUILDERS REYNOLDS RESIDENCE CTLIT PROJECT NO. 0504921-120 S:\GS04921.000\12012. Reports1GS04921120 R1.doc 4 9 SLAB-ON-GRADE CONSTRUCTION We judge that slab-on-grade constructed on the sandstone bedrock will have a low risk of differential movement. The performance of exterior slabs-on-grade would likely be enhanced by removal of clay soils to a depth of at least 2 feet below the slabs. Grades should be re-attained by placing structural fill. Structural fill should be placed and compacted as described in the Structural Fill section. The recommendations in the SURFACE DRAINAGE section should be followed. We recommend the following precautions for slab-on-grade construction at this site. 1. Slabs should be separated from exterior walls and interior bearing members with slip joints which allow free vertical movement of the slabs. 2. Plumbing and utilities which pass through slabs should be isolated from the slab with sleeves and be constructed with flexible connections to slab supported appliances. 3. Exterior patio and porch slabs should be isolated from the residence. These slabs should be well-reinforced to function as independent units. Movements of these slabs should not be transmitted to the residence foundation. 4. Frequent control joints should be provided, in accordance with American Concrete Institute (ACI) recommendations, to reduce problems associated with shrinkage and curling. BELOW-GRADE CONSTRUCTION Foundation walls which extend below-grade should be designed for lateral earth pressures where backfill is not present to about the same extent on both sides of the wall. Many factors affect the values of the design lateral earth pressure. These factors include, but are not limited to, the type, compaction, slope and drainage of the backfill, and the rigidity of the wall against rotation and deflection. For a very rigid wall where negligible or very little deflection will occur, an "at-rest" lateral earth AGGRESSIVE BUILDERS REYNOLDS RESIDENCE CTLIT PROJECT NO. GS04921-120 S:\GS04921.000\12012. Reports\GS04921 120 R1.doc 6 T pressure should be used in design. For walls which can deflect or rotate 0.5 to 1 percent of wall height (depending upon the backfill types), lower "active" lateral earth pressures are appropriate. Our experience indicates typical below-grade walls in residences deflect or rotate slightly under normal design loads, and that this deflection results in satisfactory wall performance. Thus, the earth pressures on the walls will likely be between the "active" and "at-rest" conditions. If on-site soils or similar soils are used as backfill, we recommend design of below-grade walls using an equivalent fluid density of at least 45 pcf for this site. This equivalent density does not include allowances for sloping backfill, surcharges or hydrostatic pressures. Backfill placed adjacent to foundation wall exteriors should be placed and compacted as outlined in the Fill and Backfill section. SUBSURFACE DRAINAGE Water from precipitation, snow melt and surface irrigation of lawns and landscaping frequently flows through relatively permeable backfill placed adjacent to a residence and collects on the surface of relatively undisturbed soils at the bottom of the excavation. This can cause wetting of soils below the building, hydrostatic pressure on below-grade walls, and moist conditions in below-grade areas after construction. To mitigate these concerns, we recommend provision of a foundation drain around the lower level of the residence. The drain should consist of a 4-inch diameter, slotted, schedule 40 PVC pipe encased in free draining gravel. The drain should lead to a positive gravity outfall or to sump pit where water can be removed by pumping. A typical foundation drain detail is shown on Figure 4. SURFACE DRAINAGE Surface drainage is critical to the performance of backfill, floor slabs and concrete flatwork. We recommend the following precautions be observed during construction and maintained at all times after the residence is completed: AGGRESSIVE BUILDERS REYNOLDS RESIDENCE CTLJT PROJECT NO. G$04921-120 S:\GS04921.000\120\2. Reports\GS04921120 R1.doc 7 • 1. The ground surface surrounding the exterior of the residence should be sloped to drain away from the building in all directions. We recommend providing a slope of at least 6 inches in the first 5 feet around the building, in landscaped areas. 2. Backfill adjacent to foundation wall exteriors should be placed and compacted as described in the Fill and Backfill section. 3. The residence should be provided with gutters and downspouts. Roof downspouts and drains should discharge well beyond the limits of all backfill. Splash blocks and downspout extensions should be provided at all discharge points. Water from roof and surface runoff should not be introduced to the foundation drain system. 4. Landscaping should be carefully designed to minimize irrigation. Plants used near foundation walls should be limited to those with low moisture requirements; irrigated grass or other landscaping requiring comparatively large amounts of irrigation should not be located within 5 feet of the foundation. Sprinklers should be at least 5 feet from building foundations and directed away from the building. Irrigation should be limited to the minimum amount sufficient to maintain vegetation; the application of additional water will increase the likelihood of slab and foundation movements. 5. Impervious plastic membranes should not be used to cover the ground surface immediately surrounding the residence. These membranes tend to trap moisture and prevent normal evaporation from occurring. Geotextile fabrics can be used to control weed growth and allow some evaporation to occur. LIMITATIONS Our exploratory borings were located to obtain a reasonably accurate picture of the subsurface. Variations in the subsurface conditions not indicated by our exploratory borings will occur. Our representative should be called to observe the conditions at footing elevations to confirm the bedrock is suitable for support of the footings as designed. This investigation was conducted in a manner consistent with that level of care and skill ordinarily exercised by geotechnical engineers currently practicing under similar conditions in the locality of this project. No warranty, express or implied, is AGGRESSIVE BUILDERS REYNOLDS RESIDENCE CTLIT PROJECT NO. G$04921-120 S:\GS04921.000\12012. Reports\GS04921120 R1.doc 8 y made. If we can be of further service or if you have questions regarding this report, please call . Very Truly Yours CTL I THOMPSON , INC . h/4~. Craig A. Burger, P ~~··. · Projec~ Engineer.i ' . ,. Revi t 1/.y:.·:· 1-z 7--0 7 . \.\I'' •• )i '. -." \ .. l •• \ • .,. #-'' , , 't-.\' , •). L i ~-'\. i•1l : \: , .. '/' ~-l:.-~)-~.1'i--r~V AGGRESS IV E BUILDERS REYNOLDS RESIDEN CE CTLIT PROJECT NO. GS 04921 -120 S :\GS04921.000112012. Re ports\GS04921 120 R1 .doc 9 T S6U!J08 Alo~eJo1dx3 JO suoneoo1 a~ewtxoJddv 0 5 10 0 CD "'C .... ::r 15 ---1:; ..., CD !. ~ 20 I -1 25 30 35 LEGEND: § D F NOTES: 1. Sandy clay "topsoil", medium stiff, moist, dark brown. Clay, sandy, stiff, slightly moist, brown. (CL) Sandstone bedrock, very hard, slightly moist, brown, gray. Drive sample. The symbol 30/9 indicates that 30 blows of a 140 pound hammer falling 30 inches were required to drive a 2.5 inch O.D. California sampler 9 inches • Exploratory borings were drilled on January 1 0, 2007 with 4-lnch diameter, solid-stem auger and a track-mounted drill rig. Exploratory borings were backfilled Immediately after drilling operations were completed. 2. Locations of exploratory borings are approximate. 3. No free ground water was found in our exploratory borings at the time of drilling. 4. These exploratory borings are subject to the explanations, limitations and conclusions as contained in this report. .OGS OF EXPLORATORY BORINGS ;r Fig. 2 z 0 iii z <( c. [;) :1: 0 z Q II) II) w 0:: c. :;; 0 (.) ~· ·~· 7~-------------------------------------------------, ' ' 6 1-- - - - - - -+ - - - -~ - --:--~ -~ -:-· + -: ---- - ---:-----:---~ --:--:--:-~ -:-~ -- -----+ ----+ - --;-- 5 --"--------...J_-"-----'--·-J_ ,.. ___ ----_,_----·---'----'--1--_,_ -'--'-L..-------.l----j_--...J_--'-- J I I I I I I I I I ' 4 1---------,----r----1--.,. ---,-;--1-.,--;--------•-----•---r--,--r -o--r -•-r-------;-----;---""1--'--r-T-o-- 1 I I I I I I I I I I I I I I I I I I I ' I I I I I ' ' 1 I I I L I 3 ~-------~----~--~--+-~-+-,-r~--------:-----'---~--·--~-:-{-:-~-------+----~--~--!---+-'-- , I I I I I I I 0 I I I I I 1 I I I I I I I I I 0 I o I I I I I I 2 _______ j ____ J.. __ ~_-l_.J_l_l_.l..J ________ I ____ ~---L-_I __ L_I_j_I_L _______ l ____ J.. __ _l __ l_J_J_I_l 1 I I I I I I I I I I I I I t I I I I -------+----+--_,_-~--< -;--1-+ --i--------I-----1---;...--1--r--1-..j -1-f--------+----+----'----..j-+ _,_ + I l J I I I I I t I I I I I I I ' 0 I I I I I I I I I I I 1 1 -~----:---.--~-. -,-,-r;--------~-----.---,--,--~ -:-~-:-~-------~----~--~--~-~-~ -:-~ ' ' ____ !_ __ ~ __ !_J_l __ _ I I I I ------_,_---_I ___ !..--__ I __ 1_.!_1_1_-----__ !_---!_ ___ I_-!-J-! _I_! I I I I I I I I I t I -1 ' ' ·2 -------~----+----'--+-~-+-~+ I I I I --------I----_,_--'---1-_.._ -1-~ -1-1--------+----+ ----'--+-~-+ -1-+ I I I I I I I I :ADDIJIONAL doM:PRESSION UNDE:R , ' . ~:coNSTA~T:P~~s~0RE DUE ro wE:niN~ -3 I·-------~----~--~--~-~-~-:-~~--""'"---:-----:---~--:--~-:-~-:-~-------~----~--~--~-~-~-~-"I" I I I I I ' ' -4 I I I I I I I I I -------,----~--~--,-,-,-~-,,------- 1 I t I t I I I 1 J I I 1 I I I I I I I I I --------i" --~--,--~-,-,-~-------,----I---,--i-I-i-~-' I I I I I I I I I I I I I I I I i I I I I I I I I I I I I __ I_ __ L __ I_ -L _I_J. _I_ L __ -----1---_J.. --..J __ .l.-.J-.l _I_ l_ I I I I I I ·5 -------~----L--~--~-~-l_l_l~--------~--1 I I I I L I -6 1--------+----+---j--+--<---·-+ -<--------I-----1---I---1--f--1-..j -1-1--------+----I--_ _,_-+-.,-+ -I-+ I I I I I I I I I I I t I ' -7 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I -------"7----1 --- 1 --,-,-T -~-,-,--------~-----~---L --,--,--~-T -,-I-------T----f---~--T -,-T -~- 1 I I I I I I I I I I l I ·8~----------------------------------------------------~ 0.1 Sample of CLAY, SANDY (CL) From TH-1 AT 2 FEET PROJECT NO. GS04921-120 1.0 10 APPLIED PRESSURE • KSF NATURAL DRY UNIT WEIGHT= NATURAL MOISTURE CONTENT= 100 102 PCF 8.7 % Swell Consolidation Test Res u Its FIG. 3 ' .il! 8 ·' ' SLOPE PER OSHA SLOPE PER REPORT r-- ~ BACKFILL-, (COMPOSillON AND \ COMPACTION PER REPORT) ' BELOW GRADE WALL ENCASE PIPE IN WASHED [ .............. , CONCRETE AGGREGATE (ASTM ·• ·•·•••·••··•••••··••·•••·•·•••• C33, NO. 57 OR NO. 67) . ••:<·•··<·:·::<.: EXTEND GRAVEL TO AT LEAST . ........ .. 1/2 HEIGHT OF FOOTING. COVER GRAVEL FILTER FABRIC. 8" MINIMUM OR BEYOND 1:1 SLOPE FROM BOTIOM OF FOOTING. (WHICHEVER IS GREATER) 4-INCH DIAMETER PERFORATED DRAIN PIPE. THE PIPE SHOULD BE LAID IN A TRENCH WITH A MINIMUM SLOPE OF 0.5 PERCENT. Project No. GS04921-120 T NOTE: DRAIN SHOULD BE AT LEAST 2 INCHES BELOW BOTIOM OF FOOTING AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. REINFORCING STEEL PER STRUCTURAL DRAWINGS PROVIDE POSITIVE SLIP JOINT BETWEEN SLAB AND WALL. FLOOR SLAB FOOTING OR PAD PROVIDE POLYETHYLENE SHEETING GLUED TO FOUNDATION WALL TO REDUCE MOISTURE PENETRATION Exterior Foundation Wall Drain Fig. 4