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Home My WebLink Aboutpitkin.bldg.273504401004_ _ k DOCUMENT LAYOUT ,.Certificate of Occupancy or Letter of Completion (most recent project) Permits Final Inspections Any Supporting Documents Site Plans (no architectural plans) If there are previous projects they will follow in the same order. Fe' b.23. 2012 7:58AM Climate Control Company No, 7338 P. 1 MECHANICAL PERMIT APPLICATION 4 Piikin County � Community Development Department City of Aspen 970/920 -5526 130 S. Galena 920/920 -5090 970/920 -5532 Inspection Line Aspen, CO. 81611 970/920 -5448 Inspection Line UO -aO I -a P rf\ u PERMT NO. jOBADDRESS= 225 Chattan Lane OU NER MAILINO ADDRESS ZIP PHONE Lyon, Curt & Wendy 222 21st St Newport Beach, CA 81661 714- 343 -0423 OWNER'S REPRESPNTATIVE MAILING ADDRESS PHONE CITY /STATE NIECHANICAL CONTAACYOR MAILINGADDRESS PHONE C1TY/STATE LICENSE CO ClimateControlCom an PO Box 1042 GWS 945 -2326 C- 005989 USE OF BUILDNG BUILDING PEA. \{IT NO. Residence CLASS Or WORK ANEW Q ADDITION p ALTERATION [=REPAIR IS THERE A RESTAUARANT IN THIS BUILDING? YESO NO TYPE OF FUEL: O0, t= NATURAL GAS Q LPG Q WILL PENETRATIONS BE MADE IN FIRE RESISTIVE CONSTRUCTION? YES [:) NO Q IF YES, A PLAN REVIEW 1S REQUIRED. Replace (1) existing furnace with Lennox SL280UH07OV36Afurnace. New furnace specs are attached. 13 pages total SPECIAL CONDITIONS: Valuation: $ 3,440.00 �D _a`l'» 0L[I ,0j_ Plam Checked: By. Dale- I ' ), NOTICE I I THIS PERWT BECOMES NULL AND VOID IF eVRK OR CONSTRUCTION AU- THORIZEDIS NOT COMMENCED R71H IN 12MON, U, ORIF CONSTRUCTION OR WORK is SUSPENDED OR ABA WNED FOR A PERIOD OF I SODAYS AT ANY TIME AFTER WORK 1S CO. rDIE.YCED. I HEREBY CERTIFY THAT I HAVE READ ANT ENAMINTD THIS APPICATTON AND MW THE SMIE 70 BE TRUE AND CORRECT. ALL PROVISIONS OP LAR'S AND ORPINA14CE500VERNING THIS TYPE OF WORt:\VILL BE CONIPLTED IVFIN WHETNERSPECIFIED HEREIN OR NOT, THE ORANTLNO OF A PERMIT DOES NOTVIt"U.feT W17-A 11oNTTj- TOT9oLATEOrtCANCELTHEVAOVI- 510NsOFA1 HERSTATE OR (4 CALLAWTtEtTUMR11 CONSTRICTION 0.T1 FAFOp.CyrpC CE OF CONSTRUCTION SIONATURHO dL4HORILED.aOENT DATE /�Ji�AI/4HOWIPD.aOCNT GATE Evelyn Craig 984.4612 02/23112 PRN7TAME r lr l SIGNATURE OF OWN 0. of \NEWBI1LLnER) HATE PAymenl of infli n County Use Tar The General COnanemr or Owner Duildcr Mcquued to pay a Use Tkx Deposit to Piikin Coumy O%) on the building Pemtit 01 tine of issmnce. All sub- peroiln pulled Outlets building rental should be covered by this deposit payni a 51 end -done permin are required to pay the Use Tax Deposn to htkut County t.x!;) at time orpcmtit Inuanee since they are not coeered under a building permit. Slaod_Atoo, Use Tax Pevmeal: � - Q DEPOSIT- ; -— �1/<ticA� Pit LIn CDU city: -11, 0f50lb ofpmjeitx line 0on D r7 EXEMPT - Eseenph Orgnnirntiun and Number - - - E-mail lids form ' Reset this form F,Inl this form. n 0 Z d to Iv C CL tD M v 7 O 7 W ci d on tP N N AO O 1 In M a ND 00 (A Y m_ N ZMofl C.x.� "Qq p�0V =sm °Fi to 'PluntLi•ig / }IethaniealAnnit ie being.amreJtm,hernndi,Ion drn nil Ha,nt rt9nev,°do,°entbe • appm.•cd pttn +. dnj d..iminn rh.D rxgnire O/ :rthnnpe mdn /,enon•d at tba,ppb.ama e.pen<e,.U,L PLUJIDINO SAID \IUI:H.N \'le.Al. tNLg511T5.1RR REQO[RLU TU DE U\ A� ' Tp r 1 (In etTp ForaO Air Snenu0mrry ,r:u�D.ar.0 fe5o $0,00 W,II,Sm)vn 319.5.60 0 - Hawn 51 $0,00 $9.50 $0.00 ADPIIMa I'e�.50 $0,00 Htg. ff Col; Awm%anvdip? $0.00 R.p ir, Nn iron., AW7 lu.'. Famlo{tJy$Otn $0,00 Bmlen rto do seo0 B.T.V. Aft $0.00 Rodo., Vail -xaL 313.21 $0.00 Enlonrive Ce r �Ts $0.00 Yrmilasioo 179.50 $0.00 Rma HOO431725 $0.00 $13.25 $0.00 Oa Log ceAppll.v°e $13.20 $0.00 oroa $1125 $0,00 Ph. Re ieu I Pisnve Fee S 96.66 $29.75 Peno115 $29.75 sv9rorxs, -!I� U,e Tuxs /as TOTAL DUET r7 EXEMPT - Eseenph Orgnnirntiun and Number - - - E-mail lids form ' Reset this form F,Inl this form. n 0 Z d to Iv C CL tD M v 7 O 7 W ci d on tP N N AO O 1 In M a ND 00 (A Y m_ N ZMofl C.x.� "Qq p�0V =sm °Fi to 'PluntLi•ig / }IethaniealAnnit ie being.amreJtm,hernndi,Ion drn nil Ha,nt rt9nev,°do,°entbe • appm.•cd pttn +. dnj d..iminn rh.D rxgnire O/ :rthnnpe mdn /,enon•d at tba,ppb.ama e.pen<e,.U,L PLUJIDINO SAID \IUI:H.N \'le.Al. tNLg511T5.1RR REQO[RLU TU DE U\ A� ' Tp r 1 (In etTp InspCList.rpt 2/29/2" ?2 7:08:28AM Permit No: 0019 2012.PMEC Type: 428 Notes: Gary 989 -5258 Inspection Check List PITKIN COUNTY Scheduled for February 29, 2012 FINAL MECHANICAL Inspection Line:920 -5532 Time: 08:00 Inspection Results: 1 -Accepted J(_ 2 - Accepted as Noted 3 - Rejected 4 - Partial /Not Complete Reinspection Fee $ Comments: Page: 5 This inspection report comes with the understanding that the inspection does not, in any way, constitute a guarantee, warranty of merchantability or fitness for a particular purpose, express or implied warranty of habitability, or assurance in any way of the safety of the system(s) inspected, nor shall this inspection be construed to relieve or lessen the responsibility of the person performing the work. Additionally, neither this inspection nor this inspection report is a substitute for a complete inspection by the owner or subsequent buyer or occupant. sd7 Sin! .i *" � C.V owe Date Signature of Date Signature of Inspector. Address Contact Name: Lee Name ld'6 `fit Co x Name Contact # (970) 230 -0071 225 CHATTAN LN Contractor: CLIMATE CONTROL OF GLENWOOD S Owner: LYON CURTIS WILLIAM Page. 5 r-,~~ ,4 _ . x ~ ~ w.. ~~ Certificate of Occupancy Aspen ~ Pitkin Community Development Department This certificate issued pursuant to the regatirements of section 109 of the 7994 edition of the uniform building code. it certifies that at the date of issuance, the structure as described below was in compliance with the various resolutions and ordinances regulating building constn~ction and use in this jurisdiction. Use Classification: Single FamilyResidenCe Building Permit: 8-244 Legal Description: .Lot 4 East Owl Creek Building Address: 225 Cha[tan Lane Owner of Building: Curt Lyon Owner Address: 2212 Newport Blvd Newport, CA 92663 Group: R-2 Type Construction: V-N Use Zone: AFR-10 , Description: 2,138 square foot addition which includes a one car attached garage, one bedioom, one full bath, one 3/4 bath, one office, one storage room, one laundry, mechanical and one'mud room. Comm~est ' ton One Heat n glo gas appliance: ~cO o2 ChtefBuilding icial Dat Note: In all occupancies, except R, this certificate must be posted in a conspicuous place near the main exi6on the premises fo{which it is issued. Any alteration or use of these described premises or portion [hereof without the written approval of the Building Official shall negate this C.O. and subject i[ [o revoca[ioo. ffi tr. ~,• ~'; 'i l.-> __ ~,~,. - a certificate of occupancy I ~ ".i f aspen ~ pitkin $~ t ° S community development department ~ S I xltn"~~, `'~ this certificate issued pursuant to the requirements of ~ % ~ section 109 of the 1994 edition of the uniform buildin '~ ' code. it certifies that at the date of issuance, the strr~ ture ~~~~ as described below was in compliance with the various ~" x ' resolutions and ordinances regulating building construction t~.~~`,.., and use in this jurisdiction. Use Classification: Building Permit: Legal Description: a Building Address: Owner of Building: /~~'~~~, Owner Address: Single Family Residence 8-244 Lot 4, East Owl Creek 225 Chattan Lane Curt Lyon 2212 Newport Blvd Newport, CA 92663 (~ Group: R-2 Type Construction: V-N Use Zone: AFR-10 p~ \~~~ Description: 2138 square feet added. One bedroom, one full v ~p`• ~(~ bath, one 3/4 bath, one office, storage, laundry, mechanical and G \ ~~` mud room and car attached garage. ^~~1 Comments & Restr 'ons: One Heat n glo `{. ~ ~ Note: Ia all occupancies, except R, this certificate must be posted is a conspicuous place near the main exit on the premises for which?t is issued. Any alteration or use of these described premises or portion thereof without the written approval of the~Building Official shall negate this C.O. and subject it to revocation. 130 S. Galena ASPEN~;PITKIN°CO~{~1 Aspen, CO 81611 PE 970/920-5090 920-5448 lnspectioriline rn-KIN CO Applicant to complete numbered sOanec nnni LI~ATfb~`wm~~ A~`~""" V` Permit CITY OF ASPEN L. ~ ~' '+ -~ ~ ~ ~ '^ JOB ADDREBS 1. O~~S ~H~77`~4n~ ~~~~ - , . L'A4,s, o(tiot c frECr ~a ~-~ y _,~__ W" _.~ ~_.__~ _- LEGAL LOT NO BLOCK TRACT OR SUBDIVISION 2. DESC. ~ ~ ~ (^ SEE ATTACHED SHEET) L~.fs'T Owl CRL~r OWNER , ..... C MAIL ADDRESS ~ d c PHONE ~l 21P q 3. ~U92T LYa~N ~21.~ /~CwrPoRT I3/+op ~S'EI~foR7'.,~3c~¢C/f(~/y6yf"-y~1G CONTRACTOR DE FD a. l3 ~ M~'Sc~iaS~faC,GtO 13ox.f~~-~ Snoa,~"tar/ l>'f LICENSE NO . ~. &/l> ~,I' 9z3 ~~'po 310 ~ FN ARCHITECT ORENGINEER OF RECORD MAIL ADDRESS ~ '- LICENSE NO 5• iT.lZt M~Carth ~a0 ~ l3teckc.- S"~_ ,4f en C ~/G~/ 9z3 5~'~l3 ~G ~2Y3 ~J MH DESIGNER - MAIL ADDRESS 6. .. - ~~ PHONE LICENSE NO MS a ~ RF ,~ r~_M. ,_.~~ CLASS OF WOK 7• ^. NEWADDITION ^ ALTERATION ^ ~ 4...~ ~. .~~.~~~~~~,_.~s~v ~ ENERGY CODE FEE USE TAX CE~ SCODE REPAIR ^ USE OF BUILDING ~ `~. / y ~~~ lP'`3'- 8. S I, ~ PLAN CHECK FEE PERMIT FEE J(('/ //„ Z NING FEEj / ~ ~ ~ ~~ ~ ~ ~ VALU/A~T/I~OgN~,}OtF WORK SOVARE FOOTAGE ~ J 9 • ~ 61fV~ ~~/(~ ~ 1 0. 2~ d L' T ~ ~ aLl/,, `C" . V ~ ~ TYPe of Construgion Occy¢anc~p LOt Area v * `// N ^ v ,' ~ ~ 11. Is there food service in this building ^ YES Jd'fJ0 size o f aw4w Ne. P r smnes ooP. LOaa (total Square J 12. Is LPG used? ^ ves 5awo .~. " 13. Remarks - NO. OF pR00M5 Use Zane Fire Sprinklers RequireE? es ^No EXIS„prz ADD~O -, .~ / f~-FfZ-1v , Harm System Requiretl? ^Yes ~ o ' •• ~-- No. of Dwelling Units OFFSTREET PgRKING 3PADEG ,r N ~ ` Covered .. Uncoveretl .. _s '~ ~/ S J SPECIAL APPPOVALS""~` gEgUIgED ~ AUTHORI ~DBY DATE µ .~ t I ~ l 20NI H.P.C. s ~~ ~ `~ 0 ~ D O PARK DEDICATION 9 PREGUBMpTAL APPLICATION ACCEPTE a SC KED APPROV I ANCE `~ ENVIRO t3 ~~ m T11 ~: r i rT BY ENGINEERING ' BY ~)--pH ' ~ ~ ~ ~~ ~ FIRES R`SH "~ HATE DATE ` DAT E -' WATERTAP Y'V~_ f PARATE PERMITS ARE REQUIRED O'R ELECTRICAL PLUA~IB1NG, HEATfNG ASPEN CONSOt: SAN D(ST ~- J c.,- , , VE NTILATING OR AIR CONDITIONING. orHER THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ` AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS; OR IF CONSTRU TI ~ ' ' "' """`-°`? C ON OR WORKIS SUSPENDED'OR ABANDONED FOR A PERIOD OF 180 DAYS'AT ANY TIME AFTER WORK IS COMMENCED: PAYMER7` OF PITKI~COUNTV-~~S`E'~j'%15('~~ ~ '~" "" ,c*,m I HEREBY CERTIFY THATI HAVE READ AND EXAMINED THIS APP`LfCATlO~I AND OR QUARTERLY RETURNS WILL BE SUBMITTED PO KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TVPE OF WOPK WILL BE COMPETED UTAN ^ A METHOD35 %OF 25%OFTHE PERMIT VALUATION PAID CE A FINAL REPORT ON TdTAL ACTUAL bbST MUST DOES NOT PRESUME TOIG VE AU HORITY TO VIOLATE ORTCANCEL 7HEEPR WORK AN~~INSO~DAYS"OFSUBSTANTIAY COMPLETION'OF D / O U N ' O- VISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATLNG CONSTRUCTfON R ISS A CE Ox TRE CEFTfiFfCATE OK~CCUPANCY OH THE NERFO SMAN MV RESPONS'fBILITY 70 REV THE Ap OVED PLANS AND ANY COMMENTS THAT ARE CONTAINED O O N ^ EXEMPT: EXEMPT ORGANIZATION THAT THE STRUCTURE AND/O R PR OJ ECT IS $UILTIN CO IA E ITH LL APP BLE CODES ^ RESALE: STATE & PITKIN COUfJTRY bESALE NO. ~7 . ~~ gq Jj ' - ii/ ~ 7 siG Tu F o RAO ANVONE WHO USES AND/OR CONSUMES BUILDING MATERIALS AND FIXTURES IN IOA'rEt PITKIN COUNTY IS SUBSECT'70 THE 3.5%'USEYAX SIGNATUREOrowNERIIFOWNERBUILDER? (DATE) PROPERTY LIENS MAYBE PLACED ON THE OWNER'S AND /OR THE C6N- ' TPACTOR S PROPERTY WHEN USE TAX ISfJ07 PAID o rvnm IJ r rtnml I uNLY WHEN VALIDATED -- ~ WORK STRRTED WITHOUT P$RMn'VlrlLL BE DOUBLE`F"EE ' ' Energy ode Validation ~.,, D Oh`. lion Zoning Validation -errnit Va " `on " >% ~ - /4r- ~-'(sl~1\.'~~'~ ~ 3.5 7az De osit Valid y f 130 S. Galena ASPEN• PITK COMNIUNITYDEVELOPI~AEKIfib"EPARTMENT General ~~~~ ~~~~ PERMIT AP~pL(CATION Permit 970/920-5090 `/ ~s Aspen, CO 81611 PITKIN COUN CITY OF 920-5448 Inspection line ASPEN U ~ _ oZ ,1 y~, Applicant to complete numbered spaces only NO. `1' _ t y\ jj` ~ JOR ADDRESS ~ ~ 1~ t 1. ~ ~ EST owt ca~~ s~~fltvls~~l~ S~tJ a o LEGAL 2 LOT NO. BLOCK TRgCT OR SUBDNISION ( SEE ATTACHED SH O . DESC. •/ ~~i ` _ OWNER nn MAIL ADD ESS ZIP PHONE 3• ~-`~oNS Y fSlQ J DE ~ EB G~ FD ACONTRHCCTOR,t,,~ Q' ` MAILADDRESS ~ ~'~ '" ' ~°"'" '~ ' 4• +su J\(T1 ~. `~R~ ~O~C~W N ~ O~~ ~ ^~6 ~~ PHONE LICENSE NO C ~ '~ "p FN ia C Cvw 303~~8-3`ro ~ AR CHITECT OR ENGINEER OF RECORD MAILADDRESS ONE LICENSE NO 5 MH . 1-r~R(L C t,~R-'('~S _ S ~ A-~ ~ X113 DESIGNER MAILADDRESS PHONE LICENSE NO 6 ' RF CLASyOF WOR 7• ~IEW ADDITION ^ _ ENERGV OODE FEE _ USE TAX CENSUB CODE ALTERATION ^ REPAIR ^ USE OF BUILDING 8 PLAN CHECK FEE PERMIT FEE ZONING FEE . ~~ • (~~ ( s~ VALUATION OF WORK SOUARE FOOTAGE 9. ~ e ~~- ~T J V lo• Type of COnstructlo~ ~ Occupancy Group Lot Area 11. Is there food service in this building ^ves ^ No . _ siZegreaildmqq (~ tal Square FIJ e. gfsigrlea oqq wad __ . , I 12 LPG ? ~ ~ ' s . used ^ves ^ No Jv ~ /U e, 13 R NO.OF BEDROOMS Use Zone Fire Sprinklers Re uired? Y ^ . emarks EXIS-NG' ADDED q es No Plarm System Required? ^Yea ^Nq No. of Dwellin g Units OFFSTREET PARKING SPAC ES Covered Uncovered SPECIAL APPROVALB REQUIRED AUTHORIZED BV DATE ZONING H.P.C. PARK DEDICATION PRESUBMITTAL APPLICATIONA PTEp P S NECKED' pppgOVED FO ISSUANCE ENVIRO. HEALTH ENGINEERING BV BY ~ BY n DATE PATE D ~J/~ j DATE w~~'• ~+ v DATE `~ FIRE MARSHAL WATER TAP NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL PLUMBING HEATING; ASPEN CONSOL SAN. GIST. , , VENTILATINGOR AIR CONDITIONING. OTHER THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUT HORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 BAYS AT ppyMENT OFPITKIN COUNTY USE TAX ANY TIMEAFTER WORK IS COMMENCED. ^ MONTHLY OR QUARTERLY RETURNSWILL BESUBMFfTED I HEREBY CERTIFY THAT (NAVE READ AND EXAMMED THIS %~PPL~CATIONAND' . KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ^ DEPOSIT MEFHOD 3.5 %OF 25%OF THE PERMIT VALUATION PAID AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED AT ISSUANCE A FINAL REPORT ON TOTAL ACTUAL COST MUST DOES NOT PRESUME TOIGIDVE AOTHORIIY TOO VIOLATE ORTCANCEL 7H E WORIK AND IORN U H O ~ E PRO- VISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION" SS ANCE OFT E CERTIFICA E OF OC UPANCY. OR THE PERFORMANCE OF CONSTR TION. IT IS MY RESPONSIBILITY TO REVIEW THE APPROVED PLANS A D Y COMMENTS THAT ARE CONTAINED ^ EXEMPT: EXEMPT ORGANIZATION THEREON,~,Ng9SEE THAT THE URE AND/OR PROJ CT BUILT-IN ~ COMPLIA E ITHA ^ RESALE: STATE &PITKIN COUMRYAESALE NO. ~--~~ ANYONE WHO USES AND/OR CONSUMES BUILDING MATERIALS AND FIXTbRESM slGnwTURE oNrRACTOR (prE7 i PITKIN COUNTY IS SUBJECT TO THE 3.5%UBE TAX. PROPERTY LIENS MAV BE PLACEDON THE OWNER' S sIGNArDREOFOWNERpFOWNEReuILOEF) (DATE S AND /ORTHE ON- ' - ) TRACTOR S PROPERTY WHEN USE TAXIS NOT PAID THIS FORM IS A PERMIT ONLY WHEN VALIDATED WORK STARTED WITH OUT PERMIT WILL BE DOUBLE FEE ~I Energy Cotle Validation Plan Check Valid Zoning Validatioh Permit Validation ~ 3.5 % Use Tax Deposit Validation D ~~ ~~ ~ •~ D ~~., ~, ' _ I PLUMBIivG PERMIT A~ICATION 130 S. Galena Aspen, CO 81611 ASPEN ~ PITKIN COMMUNITY DEVELOPMENT bEPARTIbIENT " 970/920-5090 920-54481nspection Line PITKIN COUNTY ~ CITY OF ASPE~t ~~^ 9 JOB ADDRESS iP . ~ ,.. < .. ..., .. .. ,. ,~-.. i.,... ,.:.: ~,, ¢. PHONE 7 ~d~7-4 PHONE LICENSE NO. USE OF BUILDING BUILDING PERMIT NO. N0. class of woRK: ^ NEW ~ ADDITION p ALTERATION O REPAIR is there aYestaurant in this building? Yes ^ No Type of Fuel: Oil ^ Natural Gas LPG ^ WILL PENETRATIONS BE MADE IN FIRE RESISTIVE CONSTRUCTION?: Yes ^ NO ^ If yes, a plan review is required. ~~'v ~7~ PERMIT FEES " /vim - `//6/(/ NO. TYPE OF FIXTURE OR REM FEE Water Closet (Toilet), Bidet /~ Bathtub ~-i Shower &Disp.,~-e 1 ~ Clothes Washer Floor Sink Floor Drain _ SPECIAL CONDITIONS: Water Heater M/BTU ea. Q - _ ///~~~ ( `Gas Systems: # Outlets - ~ ~ ~ ~ Water Piping & Treating Equip: ~ Other B APPLICATION AC~EPTED: D PLANS G/HECKED: APPROVED pCIR ISSUANCE: _ ^ Date Date Dete NOTICE I 1 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRICTION AUTtiORIZEb ISr NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTIONOR WORK IS SUSPENDEtl OR ABANDONED FORAPERIOD OR180 DAVSATANVTIMEAFTER WORKlSCOMMENCED." IF THIS PERMIT IS ISSUED TO A PROPERTY WITHIN THE ASPENCONSOLIDATED SANITA- TION DISTRICT THE PROPERTY OWNER IS RESPONSIBLE FOA ADDRIONAL SEWER'USE FEES. I HEREBYCERTIFVTHATI HAVE READAND EXAMINEDTHISAPPLICATIONAND KNOW THE` SAME TO BE TRUE AND CORRECT ACC Y~Y2'OVISIONS bFTAWS'AfJD 0F9D~NANCES GOVERNING THIS NPE OF WORK WILL BE COMPLIED WITH'WHETRER~SR'ECYFlED" HEREIN OR NOT~JHE GRANTING OFA PERMIT DOEB NOTPRESdMEYO"GIVE"AU'rNORITY TO VIOLAT~i65f CANCEL THE PR01lLSIONR of Holy"nruco c no ~ .....~ ~ .~., OWNER/APPUCANT: TM1e untlersignetl applicant to personally pertirm plumbing work on the described property or residence hereby certi5es, as a contlitlon of issuance of such permit, that the above tlescribed property or residence is owned bythe appllcant That the applicant is not engaged in the business Dt construction or remotleling; and such property Is not intendetl for sale or resale, nor is it rental property (occupied orto be occupietl by tenants, whethartransient or permanenQ, norwill it be genexlly open to the public. It is untlerstootl that compliance with these eSSUrances is a condition of the issuance of a plumbing permit to the appllcant pursuant to ffie provisions of C.R.S. Section 12-58413 (2) (az amentled), antl that failure to comply herewith will ba grountls for revocation of the plumbing permit or any certifcate of occupancy ~ssuatl with respect to [he 1)ioperty or rdsitlenii desiribetl. ve Fee Permit Use Tax $ TnTAI h P C ~ SELECTION OF METHOD FOR' PAYMENT OF USE TAX ^ MONTHLY OR QUARTERLY RETURNSWILL BE SUBMITTED. O DEPOSIT METHOD: 3.5% OF 25% OF THE PERMIT VALUATION PAID" NOW AT ISSUANCE. FINAL REPORT ONTOTAL ACTUALMATERIALS COST MUST BE FILED WITHIN 90 DAYS AFTER COMPLETION OF WORK. GENERAL CONTRACTORS CHOOSINOTHIS METHOD MUST'REPORT AND REMIT TAX FOR ALL SUBCONTRACTORS THAT DO NOT OBTAIN THEIR OWN PERMIT. VALUATION: I ^ EXEMPT:. STATE & PITKIN COUNTY RESALE NO: EXEMPT ORGANIZATION Permit Validation ~ 3'/:% Use Tax Deposit Validation COPIES: WHITE-FILE COPY YELLOW-APPLICANT PINK FILE GOLD-ASSESSOR ~'. a PLUMBING PERMIT iyI~PLICATION 130 S. Galena Aspen, CO 81611 ASPEN ~ PITKIN COMMUNITY DEVELOPMENTDEPARTMENT 970/920-5090 9 j 920-54461nspection Line PITKIN COUNTY LJ CITY OF ASPEN I~ JOB OWNER - MAIL ADDRESS ZIP PHONE Cu,Z` pan CONTPACTOR ~ - MAIL ADDREBS ~ PHONE CnY LICENSE NO. STATE I InRUCI= un USE OF CLASS OF WORK: O NEW ADDITION O ALTERATION O REPAIR Is there a restaurent in this. building? Yes O No' Type Of Fuel: Oil O Natural Gas LPG O WILL PENETRATIONS BE MADE IN FlRE RESISTNE CONSfRUCTION7i Y NOO If yes, a plan review is required. PERMIT FEES _NO. TYPE OF FlXTURE ORITEM FEE Shower Laundry Bar, Utility Sinks Clothes Washer Floor Sink Floor Drain " SPECIAL CONDITIONS: Water Heeter M/BTU ea. Gas Systems: & Outlets vcner APPLICATON ACCEPTED: PLA C • APPROVED FOR ISSUANCE: av ay sr ome oe pme Plan Review $ ' NC)TICE _.. Fixture Fee $ THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUC710NOR WORKIS SUSPENDED ~, ORABANDONEDFORAPERIODOF180DAYSATANYTIMEAFTERWORKISCOMMENCED. '. IFTHIS PERMRIS ISSUED TOAPROPERTVWRHINTHEASPEN CONSOLIDATED SANffA- I TION DISTRICT THE PROPERN OWNER IS RESPONSIB(E FOR ADDITIONAL SEWER USE ' FEES. IHEREBV CERTIFVTHATIHAVE READANDE%AMINEDTHISAPPUCATIONANDKNOWTHE SAME TO BE TRUE AND CORRECT: ALL PROVISIONS OF U1WSANDORDINANCES GOVERNING THIS TYPE"OPWORKWILL BE CAMPLIED'WffHWHEfHER'SPECIFIED" HEREMOR NOT: THEGRANi1NG OFAPERMRDOESNOTPRESUMETO GNE'AUi}iORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE-OR LOCALLAW REGULATING CONSiRUCT10NOR THE PERFORMANCE OFCONSTRUCTION: SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) OWNER/APPIICANi: Tha,mtlxsl9~C epplicar,t to pemonaAy pMOrm PlumbMg wwk on Me Ueacrlpatl property w resltlance hmaoy cpNkes. zv a mptlklon al i+euance of suck prank, lhetlM1aehoye tlescktietl property or resitlence is owrretlWy Me epplleaR tliet tlro applicant Ia not enaegetl inkier txWnms of wnsbuctlon or romodelirw: entl such propeM 6not i,ilaMed (a aelen iesab'nM'ta a iwntaf ev'i..n, faWre to compy herewith will occuPancY issuetl wiM respect SUBTOTAL $ Use Tax $ TOTAL DUE $ SELECTION OF METHOD FOR PAYMENT OF USE TAX O MONTHLY OR OUARTERLV RETURNS WILL BESUBMtTTED: O DEPOSIT METHOD:3.5%OF 25%OF THE PERMfT VALUATON PAID NOW ATISSUANCE. FlNAL REPORTON TOTAL ACTUAL MATERIALS COST MUST BE FlLED WITHIN 90 DAYS AFTER COMPLETION OF WORK. GENERAL CONTRACTORS CHOOSING THIS METHOD MUST REPORT AND REMR TAX FOR ALL SUBCONTRACTORS THAT DO NOT OBTAIN THEIR OWN PERMIT: VALUATION: " O .IXEMPT: STATE &PITKIN COUNTY RESALE NO. " IXEMPT ORGANIZATION ^'°^ -~^~-•~" J"/3%p YSG IdE /CPpSIt YallOaZlOrt ', COPIES WHITE-FILE COPY YELLOW-APPUOANT PINK-FILE GOLD-ASSESSOR ~' ELECTRICAL PERMIT AP'"ICATION 3 130 South Galena ASPEN *PITKIN COMMUNIT DEVELOPMENT DEPARTMENT - ~ Aspen, CO 51611 PITKIN COUNTY ~ CITY OF ASPEN ^ 970 / 920-5090 1 p 970 / 920-5445 Inspection Line PERMIT NO: 15 V ~ 3 JOB ADDRES S (# A N D STREEI) ~- qq c* ~ ~ ^ W /' ~~ ~ ~ C +l ~ Q OWNER PHONE ELECTRICA CONTRACT00.:. .MAILING ADDRESS 21P PHONE COLO. LIC. # '- -~ ~d oz ~^6 ^ BUILDING PERMIT # OCCUPANCY GROUP TYPE CONSTRUCTfON SQUARE FOOTAGE _y USE OF BUILDING ELECTRICAL VALUATION ~p s $ r--- vv DESCRIBE CLASS OF WORK L9 ADDITION ^ ALTERATION ^ NEW ^ CONSTRUCTION SERVICE ^ OTHER ,_ _ I.,, DESCRIBE WORK IN DETAIL (FOR ADDITIONS,ALTERATIONS, INDICATE NPE, NUMBER AND LOCATION OF SOURCE OF CIRCUITS: .,_._.. ...,.., - ..,. r. ~.,,..-. ,. _,, :,, 1..,.. b j / d. r` ~ ~ OWNER/APPLICANT: The undersigned applicant to personally pertortn electrical work on the described property or residence hereby certifies as a conditon of , issuance of such permit, that the above described property or residence Is owned by the applicant: that the applicant is not engaged in the business of construction or remodeling: and such property is not intended for sale or 7esale, nor is it rental property (occupied or to be occupied by tenants, Whether-transient or permanent), nor i w ll it be generally open to the public. It is understood that compliance with these assurances Is a condition of the issuance of art electrical permit to the applicant pur- suant to the provisions of C.R.S. Section 12-23-111 (2) (as amended), and that failure to comply herewith will be grounds for revocation of the electrical permitbr any f certi icate of o upancy issued with res ect to the property or residence described. Applicant: ~' P Date: ~^ SLy-- ~~ ' ~ PAYMENT OF PITKIN C TY USE TAX MONTHLY OR QUARTERLY gENRNS WILL BE SUBMITTED ExEMPT ExEMPT oRGANIZAnoN RESALE: STATE &PITKIN DEPOSIT METHOD: 3.5% OF 25% OF PERMIT VALUATION PAID NOW AT ISSVANCE ANYONE WHO USES AND/OR CONSUMES MATERIALS AND FIMURES IN PITKINCOUN A FINAL REPORT ON TOTAL ACTUAL MATERIALS COST MUST BE FILED CNrfHIN90 DAYS- IS SUBJECT TO THE 3:5%USE TAX. OF SUBSTANTIAL COMPLETION OF WORK AND/OR ISSUANCE'OFCERTIFICATE OF ' PROPERTY LIENS MAV BE PLACED ON THE OWNER S AND' OR 7HE CONTRAC`TOR' OCCUPANCY. PROPEFlTY WHEN THE USE TAX IS NOT PAID. ' /~C NOTICE UBE TAX ^/ 0.7 ~ pOUBLE PERMIT FEE 'L For all work done under this permit, the permittee accepts full responsibility for compliance with $ (!1,) ~ . l _ $ ~ Lf I the National Electric Code the City of As en ordinances grid ll th ou e s . , p , a o er c nty r solution , city obi- nances, state laws, whichever applies. Permit subject to revocation or suspension for violation of BUILDIN EPARTMENT ACCEPTANCE any laws governing same. etl final 'cal insp shat ained prior to using APPROVeD av DATE the electrical system. A final ing an electrical installation. IE(~i a ' _~+,•-,r ]J t ~ (p 8' ir~h rs after compfet- /~ ~ ~ Yy /// ~ ~ ~~ R ERMI7 VALIDATION ~~,`'.''''-`s '~'.~ ~- ~~ DATE RECEIPT# TOTAL / i AT EOF APPLICAM /~~. /~ ~. ~Cy nAT~~ 6/~~C7O~ 1 i6 ~ $ I~ 0~ •^•^~ ~~~~~..~~ ..nn..nr-/arrucWVl nrurc-riLE GOLD-ASSESSOR MECHAN SAL PERMIT A~LICATION ~w 130 S. Galena v\ Aspen, CO 81611 ASPEN *PITKIN. COMMUNITY bEVELOPMENTDEPARTlv1ENT °~ 970/920-5090 920-5448 Inspection Line PITKIN COUNTY ~ CITY OF ASPEN ^ :4 7621 ... ~.-_~ .vr.Cas. v..o-.-. .e'n::. ..:+.AWMfAa~?l`'%Y^M..'a,J3.'4 .ow dn.v'a.1}#IP.+Y.rcu JOB ADDRESS /~~ j.~ -~~.~~ Q 9 ~ p) (,. (''~ /J ~~~/~'1 ~~~ ~~ ~~/'~~~ ~ygll ~lI JUCJ OWNER MAIL ADDRESS ZIP PHONE ' o nr Z . 3 353 CONTRACT/n~R / ~ p ~ ~ tiIgIL ADD~aS$~ ~ ~ PHONE ~~ / 2) LICENNSE NO ~ (''l, ARCHITECT OR ENGINEER MAIL ADDRESS PHONE LICENSE NQ USE OF BUILDING BUILOINGPERMIT NO sfw~~~ ~,~,Ly _ -~y cuss of woRK: Q NEW ADDITION Q ALTERATION Q REPAIR Isthere a restaurant in this building? Yes Q No ~- ~.,::: ..., . .. : I .; . . . . . WILL PENETRATIONS BE MADE INFIRE RESISTIVE CONSTRUCTION? Q YES VIVO f yes, a plan review is required. - .-. ... ..... _. , DESCRIBE WORK ~- ~ Q~1,~,1 1 'rte. 'pj'/V ~ ~/I~s £ ~~ Type of Fuel: Oil Q Natural Gas 'LPG Q .,. :,., ,. ..., ~n ,y` ~ %,` ~ ®(~. " PERMIT FEES No. Type of Epuipment .Fee u ~~ UC-G~ (f /) (, Forced Air Systems-Gravity Systems-B T.U Wall, Suspentled or Unit Heaters Dryer Vent Appliance Veni Htg., Refrig., Cooling, Absorption Unit Repair, Alteration or Atldition to Existing System Boilers (inclutles vent) B.T.U. SPECIAL CONDITIONS: _ Air Handling Unit- "C.F.M. . ... ,.:. Evaporative Coolers 1 ~ L ~ Ventilation Fan . -~ ~ Range Hood APPLICATION A CEPTE PLANS CHECKED: APPROVED FOR ISSUANCE: ~ Gas "piping" ey ~_ -ay - Z~l~-~~ ey Gas Log or Appliance D re ~ r~/ ~ ~ Other a . oa~e o . p e _ Plan Review $ NOTICE THIS PERMIT BECO Fixture Fee $ ~ MES NULL AND VOID IF WORKOR CONSTRUCTION AU- THORIZEDIS NOT COMMENCED WITHIN 180 DAYS ORIFCONSTRUCTIONOR Permit $ ~ WORK IS SUSPENDED OR ABANDONED FOR APERIOD OF 180 DAYS AT ATdY"' TIME AFTER W SUBTOTAL $ ORK IS COMMENCED. I HEREBV CERTIF ,Use Tax $ 6~i j YTHATI HAVE READ AND EXAMINED THIS APPLICATIONAND`KNOW THE ~~ SAMETO BETRUEAND CORRECT ALLPROVISIONSOF LAWSAND RDINAN TOTAL FEE $ ^ O CES GOVERN- INGTHISTYPEOFWORKWILLBECOMPLIEDVJITHWMETHER`SPBCIFlEDf'(EREIN OR NOT THE GRANTING OFA PERMR DOES NOT PRESUME TO GIVE AUTHORITY'TO VIOLATE OR " :PAYMENT OF PYTKIN COUNTY U$E'TA)( - CANCEL THE PROVISIONS OF ANV OTHER STATE OR LOCAL LAW REGU@TING CON- ~ MONTHLY OR OUARTERLYRETURNS WILL BE SUBMITTED.- STRU N R THE PER RMANCE OF CON CTION. ' ~ ~ ~~ ~FOINAOL RIEPORT ON TO AL ACTUA OCOST MUSTMBE FILEDTWITHPN 0 DAYS OFNCE. A ~ ~ ~ ~ ~ ~~ ~(C fff SUBSTAMIAL COMPLETION OF WOR~KAND%6R ISSUANCR OFTHE CERTIFICAT~OF OCCUPANCY SIGNATURE OF CONTRACTOR AUTHORIZED AGENT (DATE) . ~ EXEMPL STATE&PITKIN COUNTY RESALE NO EXEMPT ORGANIZATION ' ANYONE WHO USES AND/OR CONSUMES BUILDINGMATERIALS AND FIXTURES IN PITKIN SiGNATUREOF OwNERpFOwNEReVaDER) (DATEI COUNTY IS SUBJECT TO THES.S%USE TAX PROPERTY LIENS MAV BE PLACED ON THE OWNER'SAND/ORTHECONTRACTOR'S PROPERTY WHEN USE TA X IS NOT PAID. Permit Vali.hti.... ~ ' , -'^ - ~- ~ uvz-ro use lax Deposit Validation ~ ~~~ ~~ '~~ - ~ t ~~ lea. ~~ COPIES: WHITE-FILE COPYVELLOW-APPLICANT PINK-FILE GOLD-ASSESSdR /~ n. , .`.aS ~.'. t ~,~, ~_ ~I MECHANI~c~ALPERMIT AP~L~CATION 130 S. Galena _ Aspen, CO 81611 ASPEN ~ PITKIN COMMUNITY DEVELOPMENT DEPARTMENT -7 p 970/920-5090 f ~ U 4 I 920-5x48 Inspection Line PITKIN COUNTY ~ CITY OF ASPEN ^ I ADDRESS /~/// ..,..- .a.~. ~ ... ~, / `-i/T ~/ G OWNER MAIL ADDRESS ZIP -' PHONE CONTRACTOR ~~ MAIL ADDRESS ~ PHONE ~ LICENSE NO. ~a-, -L~6go ARCHITECT OR ENGINEER MAIL ADDRESS PHONE LICENSE NQ ~~ ~ ~~ ~ USE OF BUILDING ~" ~~ _-- "" ""` "I' °" ~ BUILDING PE I NO. CLASS of woRK: Q NEW ADDITION ^ ALTERATION ^ REPAIR Is there a restaurant in this buildin~ Ye ~ No WILLPENETRATIONS BE MADEIN FIRERESISTNE CONSTRUCTION?/ AYES ~NO If yes,apan review is required. ~.I DESCRIBE WORK M / ,~/ / /' Type of Fuel: Oil ^ Natural Gas LPG ^ _ t ( No. bfURit ~ ~ ~c~ SPECIAL CON ITIONS: ~® ~sn,~ pro ~~.•~~.~ ,~r APPLICATION ACCEPTEb: PLANS CHECKED: APPROVED FOR ISSUANCE: °v v ey are os~e page NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK ORCONSTRUCTION AU-' THORIZED IS NOTCOMMENCED WITHIN'1'80 D~AVS, OF3YF C~NSTRIJCI"I`ONtYR WORK IS SUSPENDED OR'ABANDONED FOR A PERIODOF 180 DAYS ATANV~ TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATIONANb KNOW THE' SAMETO BETRUEANDCORRECT.ALLPROVISIONS'OFLAWSANDORDINANCES GOVERN- ING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR'NOT." THE GRANTINGO MIT GOES NOT PRESU TO GIVE AUTHORRV TO VIOLATE OR' CANCEL THEPROVISI S OF ANV OTHER STA O CAL LAW REGULATING CON-' STRUCT106fOR THE RFO ANCE FCON U 7 SIGNATUREp CONmACTOR ORA RIZED AGEM (pqT~ ~~ SIGNATURE OF OWNER (IF OWNER BUILDER) (Dq~ `~ Permit Validation of U. Htg., Refrig., Cooling, Absorption Unit Repair, Alteration or Adtlltlon to Existing System r Boilers (includes vent) B.T.U. Air Handling Unit- C.F.M. Evaporative Coolers Ventilation Fan Range Hbdtl Gas "piping" ~6 ~a/YI// Gas Log or Appliance 1/E ~i L•-~ Other Plan Review $ Fixture Fee $ Permit $ SUBTOTAL $ Use Tax $ TOTAL FEE $ PAYMENTOF PITKIN COUNTY l75ETAX MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED: DEPOSIT METHOD:S.5%OF25°kOF`YHE'P)=RMfi VALUATPON PAIb AT ISSUANCE.A FINAL REPORT ON TOTAL ACTUAL COST MUST BE'EILEDWITHIN'906AVS`OF 9~ SUBSTANTIAL COMPLETION OF WORK AND/OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. EXEMPT: STATE& PITKLN COUNTY RESALE NO ~ ~ ~~ E%EMPT ORGANIZATION ANYONE WHO USES AND/OR CONSUMES$UILDING MATERWLS AND FIXTURES IN PITKIN' COUNTY IS SUBJECT TO THE 3:5% USE TAX: PROPERN LIENS MAV RE PLACED ON TNE' OWNER'SAND/ORTHE CONTRACTOR'S PROPERIYWHEN USE YA7(1SfJ0T dAID.'~""~ `~' 3'/:% Use Tax Deposit Validation d 13q n U COPIES: WHITE-FILE COPY YELLOW-APPLICANT PINK-FILE GOLD-ASSESSOR - ._.....,_ ,.,,-ti ~~.- ...vx..a.~~: ~. -.. ,a. ~ ...u~.`.»3zV 71i MECHANLCAL PERM~~' APPLICATION 130 S. Galena Aspen, CO 81611 ASPEN *PITKIN COMMUNITY DEVELOPMENT "DEPARTMENT ' 970/920-5090 ,~,/` ~ _ 920-5448 Inspection Line PITKIN COUNTY I~ CITY OF ASPEN ^ 7 ~ ~ ~ JOB ADDRESS ~ l ^ ~~'{~~~ Yl~ I '^i~J ' ..'/ (~ ` tt {+ ~ Q ~IL ~ ..... PHONE .... OWNER ~........ ~ CONIAP.OiCG.~~ ~ ~'~"~•~~~ ^ ~ \ PHONE. LICENSE NO .. ~~ \1i1 C ` , `a ARCHfrECT OR EN GINEER MAIL ADOR ESS PHONE UC@5E N0. USE OF BUILDING " SWLDING ef~Mfr ~~ cuss of woRK: ^ NEW .ADDITION Q ALTERATION O RREPAIR Is there a restaurant in this building? Yes Q No WILL PENETRATIONSSEMADE IN FIRE RESISTNE CONSTRUCTION?i LLWES ^NO If yes,aplan review is required. I ~ " DESCRIBE WORK: Type Ot FU01:. DII Q Na[Urdl G23 LPCa' Q PERMn' FEES No. Type of Equipmem Fee Forced Air Systems-Gravity Systems-B.T.U. Wall, Suspendetlbr Unft Heatere Dryer Vent Appliance Vent Htg., Retrig., Cooling Absorption Untt Repair, Alteration or Addition to Existing Sys[em " ' Boilers (includes vent) B.T.U. SPECIAL CONDI710NS: Air Handling Unit- C.F:M: Evaporative Coolers Ventilation Fan Range Hood APPLICATION ACCEPTED: CHE D: APPROVED FOR ISSUANCE: Gas "piping" ay Gas Log or Appliance ~ Other . Dare o Dare $ Plan Review NOTICE F'eRureFee THIS PERMfr BECOMES NULL AND VOID IF WORK OR CONSTRUCf10N AU perm]{" THORIZED IS NOTCOMMENCED WITHIN 1S0 DAYS,ORIFCONSTRUCTK)N OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 1S0 DAYS A7ANY'" SUBTOTAL $ TIME AFTER WORK IS COMMENCED. Use Tax $ I HEREBY CERTFYTHATI HAVE READAND EXAMINED THISAPPUCATIDNAND KNOWTHE TOTAL FEE $ SAMET08ETRUEANO CORRECT ALLPROVISIONS OF LAWS ARb ORDINANCESGOVERN=" ING THISTYPE OfwDRKVniL eECOMPUED'WnsIwHETNER SOEdREO tiER»iI OR NO7 THE GRANTING OF APERMn'DOES'NOTPRE,S(1AAL="1'O GIVE ACffFIO~kRY"rOVipLATE pp"" CANCEL iHEPROMSIONS OF ANV bTHER STATE OR LOCAL LAW REGULATWG CON- STAUCTION OR THEPERFORMANCE OF CONSTRUCTON... ~ ' PAYMENT OF PITKIN COUNTY USE TAX ~ MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. ~ DEPOSIT METHOD:3.5%OF 25%OF THE PERMITVALUATON PAID AT ISBUANCE.A FINAL REPORT ON TOTAL ACTUAL COST MUST BE FlLED WITHIN 90 DAYS OF SUBSTANTIAL COMPLETONbF WORK ANb/OR ISSIWJCBOF THE CERTIRCATE OF OCCUPANCY. sIGNATUAE OfCONIRACTOR OR AUr}VORREpAGENT .(DATE) ~ EXEMPT: STATE&PnKIN COUNTY RESALE NO. "~- ""'~ EXEMPT ORGANIZATON ANYONE WHO USES AND/OR CONSUMES BULDING MATERIALS AND FlXiURES IN PIiK7N "" COUNTY IS SUBJECT 70 THE 3:5%USE T X: R Y U SIGNATURE OF OWNER Qf owNER euItnER) (DATE) P A OPERT FNSMAY BE PLACED ON THE OWNER'SAND/OR THE CONTRACTOR'S PROPERTY WHEN t15ETAXIS NOT PAID rermn vanaauon 3'/z% Use Tax DeposR Validation ~ ~, ~, F ASPEN*PITKIN COMMUNITY DEVELOPMENT DEPARTMENT 9 3CSouth Galeria Street Aspen, Colorado B9 611 970/920-5050 BUILDING INSPECTION CHECK LIST ` Inspection Reinspection Partial Comolete PernniTNn S~'~S~S~ 1 ^ STEEL (Rebar) ^ ELECTRIC ^ PLUMBING ^ MECHANICAL ^ APECC BUILDING ^ Footings ^ Constr.Service ^ Underground ^ Rough ^ Foundationlnsulation ^ R-Frame ^ Caissons ^ Underground ^ Waste & Vent ^ Flue(s) ^ Slab Edge Insulation ^ Roof Ventilation ^ Wall ^ Rough ^ WaterPipe ^ GasLog ^ Insulation ^ Drywall ^ Wall Cores ^ Struc. Slabs ^ Perm.Service ^ Final ^ GasPipe ^ GasTag ^ Combust.Air ^ Ventilation ^ Glazing. ^ Pool ^~ ~S~pecial ~cnobile Home ^ Pads ^ Bonding ^ Final ^ Kitch. Hood ^ Spa ^ Final ^ Piers ^ Special ^ 'Fire Sprinklers ^ Final ^ Final ^ ^ Bond Beam ^ ^ ^ ^ ^ Accepted ^ Accepted as Noted f~ Rejected ^' Reinspection Fee $ i~l'ou are required to make the fo/%wing corrections on the construction which is nowin progress Contact Fire Marshal for sprinkler ihspection: Erin ,~~ 2'i=`.`84 or%~ `' Instructions to Inspector: DESCRIPTION: # Levels_~ Garage: Attached 1 C.Oe~, Detached: Carport i Entry Foyer_ Bedrooms ~ Full Bath ~ 3/< Baths ~ Yz Baths Kitchen _ Dining Living -=Family/Rec Media Room_ Libraryy _ Office/StuSiy ~ Exercise Room_ Solarium/Greenhouse _ Storage ~ Laundry Mech. ~ Mud Room L Sitting Room _ Den _ Breakfast Nook ACCESSORY UNIT: Living Kitchen _ Bath'_ Bedroom Other: Fireplace: Make: Gas Appliance:lMake: Gas Log: ~I Contact Phone Request Received Request fo47~ Date Insp. Independenw Press, inc. 350 .:~ ASPEN*PITKIN COMMUNITY DEVELOPMENT DEPARTMENT 9305outf,Galena Street •.Aspen,Colorado89699 970/920-5090. `~ '. / BUILDING INSPECTION CHECK LIST /~~~3 Insnertion V Reinsnection =Partial Complete Permit No. ^ STEEL (Rebar) ELECTRIC ^ PLUMBING ^ MECHANICAL ^ APECC ^ BUILDING ^ Footings ^ Constr. Service ^ Underground ^ Rough ^ Foundation Insulation ^ R-Frame ^ Caissons ^ Underground ^ Waste & Vent ^ Flue(s) ^ Slab Edge Insulation ^ Roof Ventilation ^ Wall ^ Rough ^ WaterPipe ^ GasLog ^ Insulation ^ Drywall ^ Wall Cores ^;Perm. Service ^ Gas Pipe ^ Combust. Air ^ Glazing ^ Special ^ Struc. Slabs ~ Final ^ GasTag ^ Ventilation ^ Pool ^ Mobile Home ^ Pads ^ Bonding ^ Final ^ Kitch. Hood ^ Spa ^ Final ^ Piers ^ Special ^ *Fire Sprinklers ^ Final ^ Final ^ ^ BondBea ^ ^ ^ ^.. ^ Accepted Accepted as Noted ^ Rejected ^ Reinspection Fee $ ^ You re required to make the fo/%wing corrections on the construction which is nowinprogress ,. .. ... _ Contact Fire Marshal for sprinkler inspection. .._, i Instructions to Inspector: DESCRIPTION: # Levels Garage: Attached Detached: Carport Entry Foyer- Bedrooms _ Full Bath 3/a Baths ~/z Baths -,.Kitchen Dining Living Family/Rec Media Room_ Library Office/Study - Exercise Room Solarium/Greenhouse Storage Laundry Mech. Mud Room Sitting Room _ Den _ Breakfast Nook _ ACCESSORY UNIT: Living Kitchen _ Bath _ Bedroom Contact Phone Request Recei Requestf Date Insp. Intlependence Press, Inc. 3~' I ~__... ...., _.. ... ..... m. .....wy.ryh ., a,7:. .~. Other. Fireplace: Make: Gas Appliance: Make: Gas Log: 37~ oyd~ -- ., a -, , --, , .~ ,, ~ v, . o . , . ~,+,_ I H- ~ ROAD ACCESS/ DRIVEWAY PERMIT ('~ ~ f Permit Fee is $.170.00 Paid $~ Permit # (J '~'7 ~~^~ Pitkin County Public Works // Aspen, Colorado 8161 1 _/~/ (970) 920-5390 PLEASE READ -INSTRUCTIONS ON' _ FdX:(970)920-5374 REVERSE SIDE BEFORE COMPLETION ~ ~~~~ ~' ~~ _.~.~. a..,,:..»~..~r..:..,.. ~ THIS PERMIT MUST BE_KEPT ON SITE, AT ALL TIMES ~,. w .., .~ ~ u _ v . ~ _~ ... b~: .~.~~ .~ Applicant ~k~~~ "°"" II,T"'~T7 ~1 'L,~`,x :ricne ~ ~ ~ _~i`" `" 22~,r ~....... .z .~.t . ~,. _ _e ,,~ , i Address U~o~ SB~if~ fitou-TH~i// ~!~', ~o_ ~lGIS" i Property Owner wry lyy.L~~y~/ // / ~ / pn .f(Rh- l..n- /„oi J'~ ~W( ~s^22 i(' ~li ~`O(I~C Slur// ~'.. Owner s Address ~~~ C~22 Location/Address o °_ ~ r y o e d ~t"j ~. ~~~ vwtC~t~~ o zzr Cti~ ~~ L 5~.~~.~i~~r"ld~ Located on the n y Road n_, also known as road, a distance of feet from ~?ilepost Lergch of Permit: Please provde__the followsng infoiziuztionY "_ ; `~ ~~ Construction to begin. on (dat°) ~ "'1'~- ~. Is there an exist~rg access? Z S Do other roads/easements ,abut.. ,.property? ~~ S For agricultural access, how many acres? NO For resid ntizl access, type/number dwei~i:^. `gu/~ its 122 S 1 ~<n~'La `~ s! n('~~C ~ m '~.~ ~~iK r ~r~~1 For yes I nC1L1Dr 1vewah clap/app lZCdL10n W111 De l-IIe V1_Vwlyly uv~. wuc_~~~. ~ y profile '~ Drainage plan_w/County Rd. shown 104i_approvals/conditions /~!. Legal description/parcel SD Special Conditions/Provisions: ~/~~ /~_/GPii~ .Applicant: Dat=: J ,Z ~`~~ ~~ Approved By. Dace: ! Pit'. _r. un y Public Wcrks. -' ~~ ~~~ ~- i Approved By: Dare: ii ~ Pitki n County "osm. Dev lopme..~ o ~~,~_ ~~ PRINTCD ON ~ _.. c-o RECYCLED P.~P°R / ~G• . _. x: +v .um'w ~r ..axrv m »~n mdY~4ix .l .. a..au..~mwvGvGaYr>:MYAWv.UU uwH Ax eu, me .ek_ tai, n iY'. Chen€~Northern, Inc. ~ nsuAmy Eng~neesantl 6aemisl5 5080 Rcatl 154 - ~ Glenwood Spite;.. Coloratlo 81601 3039457458 3039452363 Facsimile SUE:,OIL STUDY FUR F'OTJTIDZITZON DESIGN PRO~ID RESIDENCE IfJf 4, Q~.T!'AN 711NE EAST f147Ia CREEK S[7BDIVISION PITKIII ODUNPY, OOIDRADO I JOB NO. 4 308 91 JULY. 11, 1991 PREPARID FqR GRE'PCfgST GE2EENWOOD & ASSOCIATES 201 NORTH MILS, STREET, SUITE 207 .ASPEN Cn 81611-3206 ATIN: Q2EPQ~S1 GREENWOOD A member of me HIH group of companies ~' i _ ~ I ~ of zarrs mNCUrsl~rs PURPOSE AND SOOPE OF SRpDY PAOFOSID OONSTRUCfiION SITE OONDITIONS_ FIELD E~~LORATI~1 SUBSOIL OONDITIONS Fl7UNDAT20N REODMMFI~IDATIONS Ft~iR~IDATION AND REPAZCIING WATTR F71bR SIAffi UNDERffi2AM1 SYSTEM SITE GRADING rrnrtmnmrpNS FIGURE 1 - LOCATION OF EXPLORA'IC)RY BORINGS FIGURE 2 - IDGS OF F~~IARPIIURY BORaIGS FIGURE 3 - IF]GFS1D AND NOTES FIGURES 4 AND 5 -SWELL-CONSOL'LDATION TEST' RF5[7LTS TABLE I -SUMMARY OF IABORA2C)RY TEST RESULTS Chem Inc. C ns a ui En~~neer i ci Sc ennsis . ~.,, .y.,.aa..fvw=aaix~MYm<.w ~..r~.. ..,. _.. i dOtICT,DBICfl~B The subsoils encountered at the... site, below organic topsoil, consisted of sandy clays, clayey sands aril clayey gravels containing cobbles a=d boulders. The p~ residence can be founded with spread footings bearing on the natural. subsoils, belay all topsoil, designed for an allc~rable soil bearing pressure of 3000 psf. Due to the swell potential of the subsoils, the footings should also. be designed to impose a mininamtdead load pressure of 1000 psf. Other design a~ constructi.on criteria relati.r~g to geoteohnical aspects of the site are presented in the body of the report. PURL AMID SOOPE OF STODY This report presents the. results of a subsoil study for a px'oposed residence to be located on rot 4, Chattan Lane, East Owl Creek. subdivision, Pitkin County, Colorado. The project site is shown on Fig. 1. The purpose of the study was to develop recxnm~srlations for foundation design. The study was conducted in accordance with our agreement for geotechnical engineerin3 services to Gretchen Grees~wood & Associates, dated May 31, 1991. A field exploration program consisting of exploratory borings was conducted to obtain information on subsurface conditions. Samples obtained during the field exploration were tested in the laboratory to determine ~ressibility or swell characteristics.. and classification of the on-site ,_. ._. soils. The results of the field exploration and laboratory testing were analyzed to develop reoca~mrsdations for foundation types, depths and allowable pressures for the ,pmp~cl building foundation. The results of the field exploration and laboratory testing are presented in the report. Chen~Northern,Inc. ~~,~~„~~,~~„~t~,~~~~~~.~~s:~,~~,~ ~~.,~~~s„ --- - ..,. ~ _,~.. N ~.,w~~. _ ~ .,~~m .... ,~.. ,_~ . _ -2- ~ ~, 4Yv.s report has been prepared to summarize the data obtained during this study and to present our conclusions aril x~a.^^amms~dations based on the Proposed construction an3 the subsoil conditions encwntered. Design parameters and a discussion of geotechnical engineering considerations related to construction of the residence are included in the report.. PROPOSED CT~187R2IJCPIC27 'Ihe proposed residence will be a two-story wood frame structure with a partial basement arxi garage. the g floor will be structurally supported wer crawl space except in the basement/garage areas where .the floor .will be slab-on-grade. We asnmie excavation for the building will have a maxiimsn cut depth of about 10 feet below the. existing ground surface. Fbr the. purpose of our analysis, fourrlation loadir~s for the structure were asslm~ed to be.rela- tively light and typical of the proposed construction. type. If building loadings, location or grading plans are. .significantly different from those described above, we should be notified to reevaluate the recmmiendations contained in this report. SITE OOR~IDITIOTTS the building site is located near the top of a north facing slope. At the time of our field work, the site was. vacant and. heavily wooded with aspen trees, deciduous brush, grass aml weeds. Surface topography varies frcxn moderate to steeply sloping with grades of 15% to 20%. Maxi~mmt elevation difference across the building area is about 15 feet. Prior to air field work, scare trees were removed frrmt the building site to allow drill rig aarss. Chen~Northern, Inc. ~~~s~~~~ng Engineers znd Scien~is~s ~. ,.. FBIELLa Fxnrrm>smn~ The field exploration for .the project was conducted on June 21, 1991. Two exploratory borings were drilled at the locations shown on Fig. 1 to evaluate the subsurface conditions. The borings were advanced with a 4-inch. diameter continuous flight auger powered by a truck~rounted CME-55 drill rig. the borings wern .logged by a representative of Chen-Northern, Inc. Samples of the subsoils were taken with a 2-inch I.D. spoon sampler.. The. sampler was driven into, the subsoils at various depths with blows from a 140-pound haimner Palling 30 inches. .This test is similar to the standard ; penetration test described. by Ab'IM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance. values are shown on the Itgs of F~cploratory Borings, Fig. 2. The samples were returned to our laboratory for review by the project engineer acrd testing. SUBSOIL, O~IDITIONS The subsoil conditions encornrrtered,at the site are shown graphically on _.. Fig. 2. Helow about. 1 foot of organic topsoil, the subsoils_encountered in Boring 1 consisted of very stiff to hani silty sandy clays overlying weathered...... claystone at a. depth of about 21 feet. The .subsoils encanntered in Boring 2 consisted of about 1 foot of topsoil overlying very stiff sand aril clay with scattered gravels anxi cobbles. At a depth of about 8 feet, the soils became a ,_ clay and gravel mixture with scattered cobbles acrd boulders. .Drilling in the .. dense gravels with auger equipment was difficult due to the cobbles and boril.ders and drilling refusal was encountered in the deposit... The soils. encarrrtered in Chen~Northern,Inc. ~~,.,5~~,~,~~E~9~~tesa~,~s~~~~ss _4- ~ _ -•. the borings are similar to the soils encountered at_other nearby lots. The clay- portions of these soils typically possess a low to moderate swell. potential. laboratory testing performed on samples obtained during the field exploration included in-situ moisture content. a~_dry density, grain size analyses and lirn,;~ aryl plastic limit testing. swell-consolidation testing was performed on relatively undisturbed drive samples of the clay subsoils. The swell-consolidation test. results, presented on Figs. 4 aryl 5, indicate law ca~ressibility order light to moderate suzcharge loadings and a law to moderate expansion potential when wetted order a constant light surnharge. Undisturbed sampling of the clayey gravel soils was not possible due to .the rock content... 4he laboratory testing is summarized in Table I. No,free water was encountered in the borings at time of drilling. The subsoils were slightly moist to moist. ~o~aza~r x~a~ Considering the subsurface conditions encountered _in the__exploratory borings and the nature of the proposed construction, we recamnelud the residence be founded with spread footings placed on undisturbed natural soils..... The..... expansion potential of the clay subsoils may be mitigated by removing them or by load .concentration to reduce or prevent swelling in the event of wetti;g belay footing level. surface runoff and utility lea}mge are passible souroes of water which could cause wetting. The design and construction criteria presented belay should be observed for a spread footing foundation system. the construction criteria should be considered. when preparing project docimients. Chen~Northern, Inc. ~,>~s„~,~~,, e~,g~~ee~sa„~~ s~,~~,~~ss ` -5- 1) Footings Placed on the undisturbed natural soils can be designed for an _ ~I allowable soil bearing pressure of 3000 psf. the footings should also be designed for a mininann dead load pressure of 1000 psf. If necessary, the mini~mnn dead load can be calculated by assianirg the full dead load plus one-half ..the. design live load. In onler to satisfy the minimimm dead load pressurn under lightly loaded areas, it may be necessary to concentrate ' loads by using a grade beam and pad system. Wall-on-grade construction......... ' is not re«amnencled at this site to achieve the miniimmi dead load. 2) Based on experience, we expect settlement or heave of footings designed and construct'-ed as discussed in this section will be about 1 itxh. Zhere ' j could be scene. additional. movement if the bearing soils were to beccane wet. 3) Zhe footings should have a minimum width of 16 inches for contirruous footings and 24 inches for isolated pads. 4) Continuous foundation walls. should. be reinforced. top and. bottom to span. local anomalies arxi limit the risk of differential. movement. One method 4 of analysis is to design the foundation wall to span an unsupported length of at least 12 feet. Foundation,.. walls acting as retaining structures should also be designed to resist a lateral earth pressure as discussed . in the "Founxation arxt Retaining Walls" section of this report. areas should be provided , 5) Exterior footings aril footings beneath unheated. with adequate soil cover above their bearing elevation for frost protec- tion. Placement of foundations at least 42 inches below the exterior i grade is typically used in this area.. 6) Prior to the footing construction, any existing fill, topsoil aril loose or disturbed soils should be removed and the footing bearing level extended down to cwig~etent bearing soils. If water seepage is encountered'.. Chen~Northern, Inc. ~~~s~inmg Enc~rt~eers antl 3cienosis ~. .. Pa , . . ~ . _ .,. ~.~ . s ,... _ , ,, + -6- ^„ in the. excavation, the footing areas should be dewatened before concrete placement. 7) A representative of the soil engineer should observe all footi~ excava- tions prior to concrete plaoc~nent to evaluate bearing corxlitions. hoUR~IDATIC@I AMID Rti'PAaII2Jf'"{~,ISS i F'au~dation walls arxi retaining structures which are laterally supported . and can be expected to urdea7o only a slight amount of deflection should be designed for a lateral earth pressure computed on the basis of an equivalent' fluid unit weight of 60 pcf for backfll consisting of the on-site fine-grained soil and 50 pcf for backfill consisting of imported granular materials. Cantilevered retaining structures which are.. separate frYaa the residence and can be expected to deflect sufficiently to mobilize the full active earth pressure oorr3ition should be .designed fora lateral earth pressure computed on the basis of an equivalent fluid unit weic~t of 50 pcf for backfill consisting of the on-site fine-grained soil and 40 pcf for backfill wnsistirg of imported granular materials. All foundation and retaining structures should be designed for appropriate suml~axge pressures such as adjacent buildings, traffic, construction materials and equipment. Zhe presslu~es reconm~n3ed above assume drained conditions behind the walls and a horizontal backfill surface... the buildup of water bphitrl a wall or an upward sluing backfill surface will increase the lateral pressure imposed on a foun3ation wall or retaining structure, An urxierdr-ain should be provided to prevent hydrostatic pressure buildup behind walls. Backfill should be placed in uniform lifts and ccmq~acted to ut least 90$ of the maximum ~ra.,~a.~ proctor density at a moisture content slightly above Chen Northern, Inc. Consuuing Engmeeis antl Sciemisis .. ,.~ .,, _ _. .. ., wN ee.,.w»w n. ,._..... . _... _...m ,. d '. - optimum. Backfill in pavement areas should be ooiq~acted to 95~ of the maximum ,, •:::_ ~ ; =tarrl?+*~ Pmckor density. Care. should be taken not to wercoanpact the backfill i' or use lan7e equipment near the wall since this could cause excessive lateral ... ~:. pressure on the .wall. ..Some settlement. of deep fou~ation wall backfll should be expected even if the material is placed correctly and could result in -. < distress to facilities constructed on the backfilL _ _ _ 4he lateral resistance of foundation or retaining wall footitt~s will be `. "" a combination of the sldir-g resistance. of the' footing on the foundation materials and passive earth pressure against the side of the footimg. Resis- tanoe to sliding at the bottcans of the footings can be calculated based. on a 1_ i P ga. coefficient of friction of 30. Passive ressure a oust the Sues of .the, ..footings can be calculated using an equivalent fluid unit weight of 250 pcf. The coefficient of friction and passive pressure values reooted above assume -" ultimate soil .strength. Suitable factors of safety should be included in the, design to limit the strain which will occur at the, ultimate streixJth, particu- lady in the case. of passive resistance. Fill plaarl against the sides of the. footings to resist lateral loads should be a nonexpansive material cat4~acted to at least 95~ of the maximian statx3atrl Proctor density at a moisture content near. optimum. We rec~mnerxi imported granular soils for backflling fourx9ation walls and retaining structures because their use results in lacer lateral earth pressures. and the backfill can be incorporated in the urxieYdrain system. SUksurface drainage reccamnerxlations are discussed in more detail in the "Ur~desdrain System° section of this report. Imported granular wall backfill should contain. less, than 15~ passing the No. 200 sieve. Granular materials should be placed to .within 2 feet of the ground surface aixi to a minimum of 2 feet beyorri the walls. Chen~Northern,Inc. ~~.,,~,~~~~,,,E„~~~,~~,5~~~as~~~,~„~_,_ e ° ! 4 e e.9 .v _ . .. a.. ...,. .. :, a..; +. -O I •~:• The upper 2 feet of the Wall backfill Shculd be a relatively impervious an-site soil to prevent surface water infiltratian into the backfill. The on-site soils possess an expansion potential aryl .slab heave could occur if the subgrade soils were to become wet. Slab-on-grade construction may be used provided pr~acautions are taken to limit potential movement aril the risk of distress to the building is accepted by the owner. A positive way to reduce the risk of slab movement, which is conmionly used in the area, is to construct structurally supported floors over crawl space. To reduce the effects of scene differential movement, nonstructural floor slabs should be separated fran all bearing walls an3 columns with expansion joints which allow iurrestrained vertical movement. Interior non-bearing partitions resting an floor slabs should be provided with a slip joint at the bottom of the wall so that, if the slab moves, the movement cannot be trans- mitted to the upper structure. This detail .is also important for wallboards, stairways and door frames. Slip joints which will allow at least 1 1/2 inches of vertical movement are med. Floor. slab control joints should be used to reduce damage due to shrinkage cracKir~g. Slab reinforcement aryl control joints should be established by the designer based on experience amt the intended slab use. A miniimmm 4-inch layer of free-drainirg gravel should be placed immedi- ately beneath basement level slabs-on-grde. This material should. wnsist of minus 2-inch aggregate with less than 50~ passing the No. 4 sieve and less than,....... 2$ passing the No. 200 sieve.. The free-drainirr3 gravel will aid in drainage belay the slabs arxi should be connected to the perimeter underdrain system. Chen~Northern, Inc. ~~,~s~,~,~~,y E~,<,~~~e,>A„ds~,~ ~„~=s -g- l- Required fill beneath slabs should. consist of a suitable irrq~orted granular ::. material, excluding topsoil ar~d oversized rocks._,The fill should be spread in thin horizontal lifts, adjusted to at or above optimum moisture content, and oongaacted to at least 95~ of the maxnami stair7ani Proctor density All .nw .u:...v. a.. .r. rvr+.+ ..rn3.n:. M.w..v. ...... I v~etation, topsoil and loose or disturbed soil should be,-rezmved prior to fill placement. Zhe above. reconmierdati.ons will not_ prevent slab heave i.f the expansive soils urderlying slabs-on-grade beccanewet. However, the reconm~sr7ations will reduce the effects, if slab heave occurs. ,A11 plumbing lines should be pressure tested before. backfillir~g to help re3uce the potential for wettirg of the subgrade soils. Although gnxurdorater was not encountered during our .exploration, it has been our experience in mountainous areas and where clay soils are present aryl bedxnck is shallow, that local pezrhe3 gmiudwater may devel~ duriaxJ times of heavy precipitation. or seasonal runoff. Frozen ground duri~ spring runoff can create a perched condition. Rherefore, we x~ecammsd below. grade construction such as crawl. space and basement areas be protected from wetting by an ~rder- drain system. the drain should also act to prevent buildup of hydrostatic pressures behind foundation walls. The urrlerdrain system should consist of a drainpipe surroiuded by free- draining granular material placed at the. bottom of the wall backfill. 'Ihe drain. lines should be placed at each level of excavation arxl at least 1 foot below.,, lowest adjacent finish grade, and sloped at a minimum 1~ grade to a suitable gzavity outlet. Free-draining granular material used in the drain system should. Chen €~Northern, Inc. co~s~~~, ~,~~ E~,~~~~t„~~,~, 5~:,~.,,ss i,, -10- consist of minus 2-inch aygr+egate with less than 50$ passing the No. 4 sieve and less than 2$ passing the No. 200 sieve. The drain gravel should be at least 2 ' feet deep. To reduce the potential. for water in the underdrain frnn wetting the ,bearing soils, we ~ placing an impervious PvC liner in a trough shape •.. under the drain gravel. The liner should be attached to the footing with mastic. SITE GEtADINCi The risk of construction irxiuced slope instability at the site appeals low provided the building is located as planned and cut arxi fill depths are limited. ' We assume the cut depth for the basement level will not exceed one level, about 8 to 10 feet. Fills should be limited to about 8 to l0 feet deep. F]nbankment ': fills should be ~9~cted to at least 95$ of the maximum standard proctor density near optimum moisture content. Prior to fill plac~nent the subgrade should be carnfully prepared by removing all vegetation and topsoil and ocetgsactirg to 95~ ct'arr9atr] proctor density. The. fill should be benched into the portions of the hillside exc~edirig 20~ grade. Permanent unretained cut and fill slopes should be graded at 2 horizontal to 1 vertical or flatter. the risk of slope instability will be increased if Page is erx~mtered in cuts aril flatter. slopes may be necessary. If seepage '~ enC~ered 1n permanent cuts, an irrvestigation should be conducted to determine if the seepage will adversely affect the cut stability. This office should review site grading plans for the project prior to construction. Chen~Northern, Inc. ~o~s~,~~~~~ E„4„~aa,=e~~, SG~„„=~s the following drainage precautions should be observed during construction and maintained at all times after the residence has been ocaig~leted: 1) Excessive wetting or'drying of the foundation excavations arri unclerslab i areas should be avoided during construction. Dryimg could increase the expansion potential of the soils. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95~ of the maximum starri?*+~ .Proctor density in pavement areas and to at least 90~ of the maximum starrL~*+~ Proctor density in landscape areas. FYee-diaining wall backfill should be capped with about 2 to 3 feet. of the on-site soils to reduce surface water infiltration. 3) The grrxud surface sut2rourrlirx3 the exterior of the building should be ~, sloped to drain away fr~tt the foundation in all directions. We r~aconvnencl a minitmmi slope of 12 inches in the first 10 feet in unpaved areas and a minimm~n slope of 3 inches in the first 10 feet in paved areas. 4) Roof danvspouts and drains should discharge Well beyond the limits of all backfill. T.TMTTETTQjg This report has been prepared in accordance with generally accepted soil and foundation engineering practices in this area for use by the client for design push;. The conclusions and reccam~ndations submitted in this report. are based upon the data obtained fs~n the e~loratory borings drilled at the locations indicated on Fig. l~ the Proposed type of construction and cur Chen~Northern, Inc. ~o,,,,,,,,,,9E„9,~e~~: aid s~,eo„ss ~""~ ~~~ ,.. ~ - experience in the area. The nature and extent of subsurface variations aciross the site may not becane evident until excavation is performed. If during construction, fill, soil, mc3c or water corsditions appear. to be different from those described herein, this office should be advised at once so reevaluation of the x~ecamnex3ations may be made. We recon¢nend on-site absexvation of excavations anti foundation bearing strata and testing of struetuxal Pill by a ~ representative of the soil engineer. _ Sincxrely, CFIISI-2QOR2f ~/2/N, ~IN~C. Ih~as' L. Allen ,'. Reviewed sy C ~~ ~ Q ~~--,,,~ LC'r`~`~ Daniel E. Hr<iin, P.E. ZZA/ec cc: Harty Cole Chen €~Northern, Inc. Consuwng Engineers ono Screm~sls I, `~ LANE LO T BOUNDARIES I A PPR OX i MATE I~~ = 40~ SCALE •. .•~ •~....~~ -- , tp° i ' _f , PROPOSED ' DRl VE ~ , BUILDING ~ ~ ENVELOPE ; ,~ , i ~,~e i ~ , / i , / i ~ i i ~ ~~~ ~` ~ , 1~ i i ~` ~ .. ~ ~~ ~ -~ ~ '~ ~ ~ ~ •~ ~ ` ~ ~ ~zo ~~ ~ ~ ~ . ~ i ~ 1 ~ ~ i I ~ ~~ 1 ~ ~ ~ , ~ ~ BORING 2~ ~ ~ ~ ~ ~ ~ ~ , j3o PROPOSED RESIDENCE _/~~ / ~ BORING I '~ / ~ qa 4 308 91 I Chen€~Northern.Inc. I LOCATION OF EXPLORATORY BORINGS FI9• I ~. 130 Y v, v -~ 0 125 .~:, v ~, - 120 115 110 32/12 WC=20 DD=107 W~/6~53/5 DD=119 -200=86 LL=37 PI=14 49/12 50/3 34/12 WC=13 DD=116 200=81 LL=37 PI=22 60/12 WC=6 DD=107 50/1 Note: Explanation of symbols presented on Fig. 3. 4 308 91 Chen~Northern,lnc. Logs of Exploratory Borings 140 135 130 v v 125 ~ 0 v LL, 120 115 110 Fig. 2 _,;,- LEGEND: ~ ,~ „ .. ., _.... ~ .. ... ,.. ~ , Topsoil; sandy, silty clay, stiff, moist, brown. Clay (CL); silty, sandy, very stiff to hard, slightly moist, dark brown, calcareous. Sand and Clay (SC-CL); sandy clay mixture, gravelly, scattered .cobbles, very dense, moist, reddish-brown. Gravel (GC); clayey, sandy, with cobbles, very dense, moist, reddish-brown. Weathered Claystone; hard, moist, dark brown, calcareous. Claystone Bedrock; very hard, slightly moist, dark brown, calcareous. Relatively undisturbed drive sample; 2-inch I.D. California liner sample. Practical rig refusal.. NOTES: 1. Exploratory borings were drilled on June 21, 1991 with a 4-inch diameter continuous flight power auger. 2. Locations of exploratory borings were measured approximately by pacing from house corners staked in the field by others. 3. Elevations of exploratory borings were obtained by interpolation between contours on the site plan provided. 4. The exploratory boring locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the borings at the time of drilling. fluctuations in water level may occur with time. 7. laboratory Testing Results: WC = Water Content (%) DD = Dry Density (pcf) +4 = Percent retained on No. 4 sieve -200 = Percent passing No. 200 sieve LL = Liquid Limit (%) PI = Plasticity Index (%) 4 308 91 Chen~Northern,Inc. Legend and Notes pig, 3 O N c m n x w ~ 0 0 1 .-, N /1 N L E 2 0 U 3 c O N c m a x w '~ 0 c 0 N 1 N v L n 2 E O U Moisture Content = 20 percent Dry Unll Wulr~hl ~ 1 Q~ pct snmpte ol: sandy clay From: Boring 1 at 5 feet Expa _L>? Sion ant_ u e due owe ti ng o.t t.o to t oo APPLIED PRESSURE - ksf MoislureConlenl = 13 pemenl bry Uni! We(9h1= 119 pct s~mplea: sandy clay From: Boring 1 at 10 feet Expan const ion nt un re er su e ~,~ . ~ tuu APPLIED PRESSURE - ks( ~~, . .....:,. ~ ~r.~» 4 308 91 Chen-Northern, lnc. SWELL-CONSOLIDATION TEST RESULTS FIB. 4 '`: ; 0 N C io n x w ~ i c O N N O1 L d E O U Moisture Content = 13 percem Dry Unit Weight = 116 pcl sa~npieoc sandy clay From: Boring 2 at 3 feet c d pan nst e t io nt w p t n s i e e ~~ , .APPLIED PRESSURE - ksi 4 308 91 Chen-Northern, Inc. SWELL-CONSOLIDATION TEST RESULTS FIg. 5 ,N:~„, ~" J /~ V! L~ 'r^ V! W } O W ~ J Q a ~ MO W Q ,1J I.~ O QQ C QF ti i~ $g m m io u m v .., u u c v m c v c v c ~ c ro V1 rti h .o t/1 m N W w~S LL y~J~ W W~ Qa W ~F y F m i~u L ~ N 3 ~~ N ~ ~ w m e,,, 5- ~ I~ n . O~_ m M J ~ ~N~W W ~ ~(n w ~ CO < ayZ O <i N Q' l 6 W ~ f ~ ¢_$ ~~ I~ C 01 tD I~ c O ~~~ ¢ow, ~„~.< ~ o , ~:m m ~o io~ N Z c~ ~ o m ~ W C u=S o m N i .. nH ~sI y~ _.,,~. f ~. ,. ,. TRANSMITTAL SKEET CODE ANALYSIS AND DESIGN 709 WEST MAIN STREET ASPEN; CO 81611 (9'70)- 925-2571 DATE: TO: OWNER: ADDRESS: CONTRACTOR: PERMIT NO: OUR JOB NO: HOURS CHARGED: June 08, 1998 Aspen/ Pitkin Building Department Curt Lyon 0225 Chattan Lane Byrnes and Associates, Ltd. 8-244.. 98-526P 11.5 hr C $40.00 = $ 460.00 The referenced plans have been reviewed to the locally adopted building codes and ordinances by Code Analysis and besign. Reviews done previously by other departments such as zoning, environmental health, water and engineering and the fire marshal's office have not been checked or verified. Compliance .with legislation mandated under the Americans' with Disabilities Act, to the extent its contents are not reflected within the locally adopted codes, has not been verified. as .well. This review has been completed to the normally accepted industry standard of care and is thought to be complete, excluding those items normally enforced. by field inspection. Items which require judgements and/ar decisions by the Building Official as well as clarifications and corrections requested of the applicant are listed on the following page. Again, thank you for using Code Analysis and Design. This is not. a bill.. Invoicing for all work done through the 12th of the month will submitted for payment at that time. J. R bent ~eien Code nalysis and Design a.b :~.w m~~,;:...,, ~. ..., _~~ ~€ . _ =~r__- ,/ ~.. / .. j h~AY 9 3 i~98 ~ ~ ..,,.. t,SPtNi P15 tlIN "JNIT"f UEVELOPF/ENT ~, ~` s.o. Dlkn'9 bl'k btv'n bsr - b°.':. rlw. conc. cent. wall. ~1. cor. cl[. • dDl dtl. dl•. d1A9. a1.y: an. D/x drvr. B.N. YYt. •9. X. r. •1/LLrv. •xi•t. Scn•9/ttq. tM'n/[M fln. r.o.e. t/e trNq. L9. i r. L. j r.e. ~ t P. 9: gyp. Ed. 6 L. N D.A. H:x. Doris. i.t.• ln•ul ift•• ldr. X.1.0 M.0. ux. AA:D. M.C. •ln itD. ~.w. t, i x s. I x.I.c. I. M/A MTG 1. o.c• - o.d lay+6 R.D. prop. r•: r•Sn'd A: A. r. A.O. Nee. .tot .w s.o.a ' Btsve[. u ~ •t:q. YtoY. •L ' 1t1. typ. yn t tDt N>p 91. 9.x.o v.z.r vr[ N.v. t. vdo vd v%o ~/D w M••~ openlnq ~•cNnlul MWi0iw eselnOt lnirvn •bwllsn•ow N•Wr•n• wtsl ~vDOr Xr .1a• we In ewer•e[ AaL •pp11wD1• Rwt to w•1• v AlA ODCIMDIi '6EXEAAL CgDIT10XS' fOPJt A201 NI WITION SNALL 6DYEM ALL ' F~OUIU NREFINTMBIIT ARE AYAILABL ~RON 1NE AWXITft~T ERAL COXOITIONS ME X07 o EQIML MTRIAlS: WHIT 101NE ALLWIT[tT A FOWYS REOIIRT i0. SVKTIIU- TLILESS EOLML MTETPI~/SRAPPWAL NAS BER ISSUW. NO MTfAIAL SINLL BE USW o CQDIiIONS'IMO/W OfSUI6Mi111fDIiRE~71[DI t011fAACiORSINLLT MSRESMfDiILIE f0~0. '~ OBTAINING A tL11R1i1tATI0N FAp1 1NE ARCNITFCT PRIOR TD SUINIITAI Oi PROPOSALS AMD P0.0CEWIMG Ylri MT Yqk. 0 1NE COMfRACTR YAAAANR TO TXF gMER 11NT ALL MTRIAlS AID EQUIflENi FW- NIAYD VAOR IIMIS OOIIIAAti 91LL K Nq VM.FSS OWIOIISE SPW(iIEO, IYD COIYOIMNGF~YIriITMEEtONfMtT ~OOCIMf11fBMAIGf aDKNNIT IY%EPTR 1XWSTtTM YIOF STNDNOS. ALL YtNR NOT tOMNNINi TO RIESE RE~IIIRFXRIS, INLI.UDIN6 WNIMIONS NOL PAOIERLT AiMOYW AID ANNMIEW. Mf BE CtlISlOE11F0 EYI EO IIfiEYAS TOITNE R~NOR~ OII/LITY~OfMMTERIN.S~NO fpI11111ENTATiBMCtOAY O ~LAIDIMKIXINN~TAIIOAW,M Irii ALL ~MPLIGAII.f COOR.INiFiItATI E- OIMAMCES MYIN6 JRISDICTigI. tM11MCTOl SHALL 61Yf All WTItES. SECIME ALl PEMIITS AMO CMNLT YITM ALL LAYS. OMII~CR, AYIFa, At6Ul:T10N5 AID LAYFYL:OROEASOi AN'I MAtit AUIXOXitt BFMIM ON riE PERFODIABCE M TXE M011%. o Cg1IMtiR(sl SHALL CMEfIlIY EMNINF 1NE pOCIMRfS AM 111E fIISiIX6 MMS TUBE AFIODELEO TO giAIX FIRST I1111D YMOILFOiE Of 1ME t01DITig15 f0.-Cq- YXIfNTCM eE OF~EMIXEU( 1 FIIDIIMIX6 THE E%ISEINi PACEE AMO/OR ODftMfMfS~ o OEXEML CgITRMTR MDIR All W-CONIPACL01t5 SHALL OBTAIN NL WYEMIM6 MY OTN RP[OSTSST0~1RpYElOfTA TCDIILEIf INSTXALLAYIOIi~ MT fERNIl6: FECS OR 0 :6REALL COIITMCTR AXO R SRRIISMCIRS SXALI PWYIOE fdl A SNOOiN TMN- SITIOX BErifq EXISTIIIG COYOITIONS'TO MMR AM Xq CONSTRUCTION. 6RFRAL CONIMCIR AID OR SVBCOXIRACTOA SXALL KW B[ 0.fSPRSIBLE FOR : RRAIRIX6, PRTCNIM6 AW MTgIX6 MT Wl96EO MR CAUSW BT THE PROCESS Of [pISiRUCt IX6 THE Nri WOIiION AW RlxDDR. 0 GENERAL CtNIMCIR AMO W-tOXTPKi0P2 SHALL BE RESPOMSIBIE FR GAILY ttfM UP M iM1R Oq OE80.15 AXO DISPOSAL Of SUCH. li YILL 0E fI.CN tdl- TPACTg15 A[SPoXSIBIIIIY TOREP A CLEM AW SAFE SITE. .THE ODOLIIIOM '0.EOYIRW f0. THIS PROIEti YItL RFWT IM A lAP&E AMWXT Of oF10.IS. RIS DF IS SIILLI XOT ACCIIDIATE. IN MOITiq. RE ORRIS SMAIt BE AESTMIIIW AT All TINES. 111E DFMIS SXALL BE LF64lY TPMS/ORIEO fA011 TNESITF AID OISPOSW Oi IN M MMOMIAIE MR DD MANNER. AT ALL TINES, W CgIfAAt- lql SINLL YIWAWAT CdRR0. TNF ORRIS ANO OAST AID PAOTFEt 1X14 SUNK- 1110.E AID TXE AOJKENT STAGES FRpI MY OAMA6E. s :TM[ OPMINGS SMLI SNOY GENERAL IXfENI aF DOMITIOM VOAC. XOi Kt tON- : /OIKRIS A1O ITO6 MYF IEq 1NOIGTW: YNEINR INOIUTW R ID1, ALL R- ISTIMB 1NEOIRNn ro Nq CORSTRIKTiMI SXALL RE ADDYW. ENE t011fMCW TIOIILYR%IAS NEG SMET FOR A~COMLEfEKPW.IOECTT. AROY WOP IX.V CtlKTRUI~IAI.. o 6EVRAL CON1Mtt0R SNALI.BE NFSNNSiBtF i0. MT ELWIXICK OR16Y REWIRW f IN OADR TO SECURE A PEMIT AID t0 PROYIOE A CDMIfTE INSTAILA ION. RECEAIGL WRfTS AND R LI6Nf fl%MMES IIMT FRIST ANC TO Bf RFNOYR 00. - PROCATR Ii IN tgFLItT YITM iMf AOOlilgl AND/R Rfl10DR MR. o 6ENEAK COXIAACT011 SHALL if RfSPOXSIBIE i0. 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I: - ___AAD91P• i cy ~'W _ . ~ 8~ 79 b (~ 1 ~1-V pcC<W -Y 1 _.. ~'M.NIw/IRA1 ' SW. ~. ~ .. ~ I SG&'stwa.rn row N WAt =W [N Pf4• ~v ~o ~N ~ ~i"rm his >id4v>s! __.--~J b~ ~" ~q° M t 2.$f~ ~iJ.l 1 1L.91 _ -...- RCFiOi~uLW SYS-1 _- 8 ~:_ 3W`.Ftu- - .r, r I 1 hv12 ¢.f. ` 9~`M1-/ ..: - - T dsF ~~ Y141K9.(f1w.) O~IuaM1~~~.~.f `-r /~< xv~ I"alla'~"' ~ ~ I r~Taf 59MY rymanaF+NV ~ 9Y-lys" ~ ~ / ~ 'GM ", rn, ax auc ~1D. 5>5r JRMc(7ARTFIY ARCHITEC'P 601 F.ABT RLBCRER Ai: .4iPftN, CO BIbll ~I ~I ICI-'': -QPR 2 9 1 98 RSPEN/PITKI NP~IUNITY DEVEL UE T a ,r" ~a 1~~ • Loy41e LW&~. H.Af}• spa,;: 44.1•n .. r I 1'i _ J R McCARTHY '... ARCEIPI`ECT . 601 EA8TBLEBKBR AT. -( `-\ 1 T _ ~ I (SST ~(°1nt V6wtr/~ j/YM(~ \ ~ ~ ~j FPCW TO rn6TCW pAK i ~ 'yry't1~ ~ ""'~Z"P-ro I /~ 'Lxmilc~ 9nznlw wrul xoF ner~ ,~y, i -~SAIx w 'I ~1'~0• i I• ipnreLC j/ -~' ~ Nds ~ a 1 J4 ___ _ __ [Tl6T. 1 I i 9NY(IN(~l ~'I _ ___ ___._ W0. I ` ~~~~ ' IuxoG~~ f R'N -u 1 wev -f . 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MTE IStlUE ... ,laic ...,v «,. __. - _ DuxW ewrtw~ caag'TC.c"' ~:_ I ~ ~ ~ II: yr~1Ji'~ .~wbaa.aa ~cenvxlz~ ~ i u~wm ?~+."b..',. 1`"~ i f:.'tsT 2E:E.mn' 'N6 0008!-t62FifC- _ ,. TkW =eN, _~ I 11 I ~ - 32w34 - bMA`~cU .~- V.p,11 .I y~ E' y-~~ -f'- ~ -'~{- j 1. ~ I ' ~• n CxsE I ~~ I ~ ~, ~~ IRnu1~ i i ~ ~~ - r~~ sae w.6 ewal. I bvW H Ib x16 fmwnt e=ce~.ee. I' ¢fe~ ~ i ~.rneluel~ww - '14fW 44116 ~~ ^-,.Ewe.,' I 0 WY1+Y-. ,_ -__ S.'mua~.ee 2urb. ~ =~_:-~_ kE` rm n I 11 ~~.:: b.MTa1' ~ ?~°.F{'.? - ~ ~ ad a' - b t~•v~msf.~pN6? ___.__ -~ Ys.1¢~tteLau~99-~e I ~ .... ,_ _ .-' .. _. - r - ., -- 2+42115, TL~CTaYaF -_ .__ - m _ -- _ T - /Y~du 1 r -~ - 1l'S'TorZ _ \ kE" A HS~ G-.. ~ . ~' ~ CNOSr° s 1N15 W 6w) - _ - 1.1 Stet x _. :r..._ 9~ ~~ 1 ca.o toef eD 34 il''Y9" - _. .•-~. ~L~ TNI46..L~ W,Ogo~cclNEYG ~~ ~ ~ L - PR 2 9 199 q¢~ ;. ~. I~ / ~~ ~ I ?~ ~° t aNCtx.,ac rrTZ.snv~,s+w,Yss~ $ . ~awTS. w. ruz ocavu-. i ~ ~+u+1ar. _ r A y 1 , ~-r Y ' ~_._._.. - I ... _ _ -: ...- _ sr w.w ~ ~ o _ax ~ '~_.. .. , '. 6lR.FM FL. 0l=9° 3PVG" 'P-__dti€~UiJ'~' ~. _ ~- ~rv-~r1aJ '[ae-9exro,_~.-__. _ _.. ...w 2 ... ,: - -~Z~~1GSF Y`~IN(~. ~7~~i` ~.tiy QJ/ '.: '. WE51 6L~VATIOM - -__ NOhTK EL5VA71aN ~~~i~tx~~~ u~ (~rru~~rtr~ ASPEN~-PITKIN REGIONAL :..BOIL®ING DEPARTMENT,,,.. This Certificate issued pursuant to the requirements of Section 307 of the 1988 Edition of the Uniform Building Code. It cert~es that at the date of issuance, thestructure as described below was incompliance with the various resolutions. and ordinances. regulating building construction and use in this jurisdiction. Use Classification Single Family Residence .Bldg Permir 1-323 Legal Description Lot 4 East Owl Creek Subdivision Building Address 0225 Chattan Lane Owner of Building Curt Lyon Owner Address 2212 Newport Blvd., Newport Beach, CA 92663 Group R-3/M-1 Type Construction ~-N Use Zone AF-1 PUD Description: Two car attached garage, one deck one entry fnyar thraa haArnnmg~ f f Tlhathc_ nna L/2 barb, One Icitohan nna di •ng i+ i a roomy one family room, two storage rooms. one mechanical room and mud room. Comments & Restrictions: one maaonarv wood fi ranl ana and nna gaS ap111ign.Cpe Ma~ectir 'ihTliiRR Date... ~ ~ /(~~ ng Official Note: Any alteration or use change of these described premises or portion thereof without the written approval of the Building Official shall negate this C.O. and subject it to revocation. POST IN A CONSPICUOUS PLACE _ ~;`"~ ~ ti ~~ . ...~T~ ~f~i..Q~~i~ ~F .15t1:t~C.eLS"'. , , v. ~ ~`y/i.~:' ..,4 `.,~, Iy r~ ; ~ i~ \p' r ~% `2~ 1y ~S. ~ ~~~.. ~ ~ 4 ~ -`\ n,l efi a\`iii y ~ m 6 a .7 ~. :~ ~ ~>>,:, //~,,. irit// r/ u W r ,~N / rq .~dd . , ~,_ < r: , : ..: .,.,,.4, _ ._.~.-...-s_ ~. .vim. . ena ~ „ ~ LD"(NG~~P~R`NITT`~p~f~~N ~~, ~ 8 1611 , ' ` ~ General C s ~~ D on ASPEiN~PITICIN FiEGrO1Vi4C BIJyCDYIYG Y1~P] -R1'h~l~~'T'~`" nPerm t PITKIN OOUNTY CX] CITY OF ASpENb' p "` ant to complete numbered s aces onl l "" ` ~~^ ~~ p y No. d{xn .,~.uw......~ hai€a(~ Lane, PitkinCounty;~ Colorado" ~o~-r ' LEGAL °E$C LOT NO ' ~ BLOCK TRACYOR SUBDMSION ~ "- w .... (SEE ATTACHED SHEET) 2 4 East Owl Creek Subdivision ., _ ..~._. ~ w ,..~ ww~v~ , OWNER MAIL ADDRESS ZIP n_~ . ~ PHONE 1 3. Curt Lyon 2212 Newport Blvd. Newport Beach 'CA 92563 (714) 675 4790~~ , , .,., ,.. ... ., ..., .... .w „ M CONTRACTOR-_ . , .,~.. " , L'~~'~ ~ MAIL A DR ' .,... "~~~ ~w4~` M- 4 ~ ' ~ ~ ~H D ESS \j ~ ~j d y... oJN E~ LICENSE NO: . . ,. J _. n ...:~ ~ ~ ~ : ARCHITECTOR DESIGNER" `- ~MAII:-ADDRESS PHONE . _ ~ . .., .~ ....~ n.: LICENSE NO. ~. ~ 5. Gretchen Green wood & Assoc." 20'( N:~"NTi17 St. #207 Aspen 926 45`02' B 2~`3"~ "" ~ `, ENGINEER MAIL ADDRESS PHONE LIDENSEMd.' F 7 L;{NEW ^ADDITION" 'pAL7ERAT10N ~. USE OF BUILDING ' g. Residential ' 10. Remarks 1 Fixture Count: No. ev PERIOD i I HEREBV PRESUME ANY OTHE e~ _i_ `7 . NSUS COO TOTAL FE =PAIR I I ~ ra C~IFi~C'I( -~.. w.w. ~ CJ6 ~-- > ~. ~~ 3J y~ /,~ t~, ~~ type of COpsVUCtion' ` V - - PARK DEDICATION' ~ ` ,._~~.~, ~rl WHITE-FILE COPY GRE RINANC7 DEPT "'PINK-B}yIL`DING 0 ~-3 NI - -- (. No, of Sw es Ow. Loetl ' {J (~s~\. Use 2gpp ~ pnnklers Required: '/ ,~Y~ . `" OFFSTREET PARI(ING SPACESi' Covered .. Uncovered REQUIRED. AUTXORIZED BY DATE )TREK I.. ,,~,,---,,,!!! SELECTION OFMETHOD"FO{`p/~VMENt"OP`USE`YAX"'~"" g~ MONTHLY USE OF OOARTERLY RETURNS WILL BE Sl!$ICdITTEfJ.~"~~~ '^ DEPOSIT METHOD'S%OF 25%OF PERMIT GACUA71`ONPAID'NOW ,' AT ISSUANCE. FIN/iL"R~E`P01iT"~bY7`"fOWYICC"A'2l'l~Y'AAA~`~v~F;YERY/"CLS COST MUST`BE"FILED"WiTH"IN`e`0'"DAB"S ,4FT~Fi"'~COIGI''LTIdtOF ' WORK. GENERAL CONTR"AC70~R5 C`HOOS7NG "TF(tS'~"`MET~i(SD MUST REPORT ANO-REMIT TAX"`FOR ACC"S~BCO~TRA~`T'ORS 'n•+. THAT DO NOT OBTAIN 7~~~~"PE7~11TT`" '°`~`'`~ ~`-'~ "` '~' i ^ EXEMPT: EXEMEPTPITKIN COUNTG'RESALE NO:"" -X ORGANIZATfQN , ?HIS FOBMI§71PERMiTONLW'WYiE~fVArlb'ATED:""'" ' ~' WOAYC STARTE6WITHOUYh~YiV~X~TY~VLL 9~fS"(j{jgYE FEE"`~~~" '~~"'"`~ ~., ... ation ~ 3 ~Ta><Deposlt Valltlatlon ~ ~ ,,.1 ~~~ ~ ~ ., , ... ~ - //' r 130 S. Galena +- BU Aspen, CO 8161 ''°` gSPEI~~PITFCIN I 303/920-5440 ~, x ~,-~~ ""PTl''~ Applicant to complete numbered spaces only l 4 ,. ~ ~ 1 IG PERMIT A~PPLICF''1N General DNAL B IRYCi`GE~/-~RTNIEIVT ~ " Conetructio Per ~ ~ x- >U' , ~ CITY OF ASPEN ^ _ No. JOB AODRES ~ ^' _ ..., _.... LEGAL LOT NO. BLOCK ''~'~ `YOS~`E ATTACKED SHEEr)~- TRACT DIVISION "" " ' ' "` O R S U B ~ _ L v - ~ 7 ~~ ~ `~ J .. ....~..._.~.,..~..~w..am.ewA..u., ~( OWNER MAILAODRESS"~"' ZIP""`~` """ ((PHONE 7~7 7 2 i •t9~60 ~~o- ltLVIIV 3. ~~ C~c d~~{~~"D o?l ~i=~sme~r~ ~f/Iir.~/c~r CONTRACTOR'S "MAICXD RESS 'PHONE LICENSE NO.` "" a. ~zccrcloAl C°oa1,31"" ;vi , , ~ ~, ~ I Q =~~3~.~ 3c~8 ARCHITECT OR D,E,S!IGN~' /~~ "" FIAILADDRESS ~~p~_ PHONE LICENSENO~ ~ te '~ -N~N"CL~ ~a~ ~ti . yyl t LL S ?` 0'~" - 5. ~j y~Lt~t1"'~i ~ste.Cy ENGINEER ~- - -- `M`AIL AbtiRESu~""" ~"' -"" """`°`~°" PHONE _ LICENSE NO 6. ., s. CLASSOFWORK "~ q., `~ ~~"" CEN$4S C E TOTAL FEE 7 ^ NEW ^ ADDITION ,, I ALTE ATION; ^ REPAIR ^ MOVE ^ WRECK ~ ~ ^/~(' USE OF BUILDING PERMRF E. 3%USE TAX DEP. PLAN CHECK ~.., _ 8. ~~- s~~.-~c.~ _ ,` l aV 1 ^ VALUATION OF WORK ~'i 'i - of sVUCtion _ DccOpeDGy Group Lot Area 9. $ FEET '-~ ~ ~ y ~r'~ _ ..a. _ o J l ~~ flfl '~ 10 Remarks ~(~~ /' S r` ~' fTNJ Size of BU ltl ~ g (Total Square ftl No. of Stories Oa. LDatl ~ . , . ao ` p~ ff..~-~ ~~~`~ ;_.. ~ NO. OF BEDROOMS' Use ZD e Fire Sprinkle equireQ ~ l.. ~ EXISTING AD D ^ Ve3 j NO ^. No. of Dwelling Upits / OFFSTREET PARKING SPACES: / ~ Covered Uncoveretl SPECIAL APPROVALS REOUIRE[1.". AUTHORIZED BV DATE ,.,. __ ,,,,, ZONING I 0 H.P.C. Fixture QOUOt: 3 -(j ~.-'Sk,~ .~ ... PARK DEDICATI N ~ ~ HEALTH PARTMENT /~. '.y _„- .. ... FIREPLACE ,GyPESURMRTRL ~ AFPLILATI(NI ACCEPTED BANS CXECKED FGFFgY£D FOR I$$UPNCE ~ ~ FIRE MARSHAL ~~.~/ ~ l ev + a / sv~ 1. . l SPRINKLER ~~ ~ wiE ogre DA1E~ ATER / /.~~ ...., x.. ~ ~ OTHER F~L AL, P4~G, nG ~ ATI NTfLATING O , , _.,,DITI,O _MICIT.'~' H SELECTION OFMETHOD FOR PAYMENT OF USE TA X THIS PERMITBECOMES NULLAND VOID IFWORK OR CONSTRUCTION MONTHLY USEOF QUARTERLY RETURNS WILL BE SUBMITTED. AUTHORIZED IS NOT COMMENCED WITHIN 120/180 DAYS, OR IFCON- STRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A Q EPOSIT METHOD: 3 % OF 25% OF PERMIT VALUATION PAID NOW PERIOD OF120/180 DAYS ATANYTIMEAFTER WORKIS COMMENCED. AT ISSUANCE." FINAL REPORT ON TOTAL ACTUAL MATERIALS I.HEREBY CERTIFY THAT I HAVE D AND EXAMINED THIS APPLICATION AND ALL PROVISIONS OF LANYS ANf) RUE D CORRECT KNOW THE SA E TO BE COST MUST BE FILED WITHIN 90 DAYS AFTER COMPLETION OF . M T DI ' NCES GOVERNING IS NPE Y7R"WORTC"VIITLL ~BE`COI:fPI'IED"~iC/ITH WORK. GENERAL CONTRACTORS CHOOSING THIS METHOD HET ER SPECIFIED H IN OR NOT. THE GRANTINGOF A PERMIT`DOES NOT MUST REPORT AND REMIT TAX FOR ALL. SUBCONTRACTORS PRES E TO GIVE A HORITV TO VIOLATE OR CANCEL THE PROVISIONS OF THAT DO NOT OBTAINTHEIR OWN PERMIT. ANV HER'STATE LOCAL LAW REGULATING CON5TRCICTYON ORTNE PER= ~ ' FOR ANCE O ION. ~ /`----~ C ~~'('~ ^ EXEMPT: STATE & PITKIN COUNTY RESALE NO. EXEMPT ORGANIZATION y _.. sGNANRE OF00NTRACTgfl.DRUmroR ZED acgNr t~Dfl;. THIS FORM ISA PERMITONLYWHEN VALIDATED. ' WORK STARTED WITHOUT PERMIT WILL REDOUBLE FEE ' $IGNINRE OF p4NER IIFONNEfl BUILDER) (DOTE) -- ~ ~ lJ "7X1 _.WHITE FILE COPY GREEN- AI I anon 3%Usa Tex Deposit Valitlation ~ ' ~~~~ DEPARTMENT YELLOW-ASSES: .D-CUSTOMER ~ 1 .. _ ._.. I _._~. 130 S. Galena Aspen, CO 81611 ASPEI 303/920-5440 Applicant to complete numbered spaces only \~ c BU LD~NG ~EF~MIY/iP;P ICA~N~ ~ ~ 'General ~~ V REGIONAL BUILDING,D...~ARTMHNT ~ Construction „_„ Permit PITKINCOUNTY ^ CITY OF ASPEN ^ NO / ~ ~ ~ 2 ' f(~ JOB ADDRESS ...- .. :... ".m,. ...> ..~. . ., .„.,.,.m .... .,-er 1.0225 CHATTAN LANE LYON RESIDENCE LEGAL LOT NO BLOCK TRACT OR SUBDIVISION "° "' "":(^SEE ATTACHED SHEET) DESC 2. ~' ' OWNER '" MAIL ADDRESS '"` `" "' ~9P '' PHONE t 3. ~- CONTRAC OR WAIL ADDRESS - 7HONE - ICENSE NO. L 4.6T,I-STATE FIRE PROTECTION, INC. 6045 E. 76TH: AVE. COMMERCI CITY, C0 80022 1927 ARCHITEOT OR DESIGNER ~ ~ ~"MAIL ADORES6 .'"~ ° '"~'""""`~"".~sr PHONc°`" `-""` "Ll"CEITS`ENO `-`- S• 1t/'~' ENGINEER -" ` MAIL ADDRESS '. ~ '' """"'"'""' 'PHONE "'-' 4CENSE NO. 6. CLA OF WORK: ` "''~~" """ ""' CENSUS CODE - TOTAL FEE LI REPAIR ^ MOVE O WRECK. NEW ^ ADDITION ^ ALTERATION ~ S _ 7 USE OF BUILDING -' ~ ~ " PLAN C HEC H FEE PERMIT FEE 3%USE TAX DEP. B.RESIDENCE t ~J D I ~ ~ ~ 1 ~ ~ -- VALUATION Of WORK Type of COnslrubtipn Occupancy Group LotArea I $ 10 500.00 9 , . Y- lc.- _3 ~ P~ ~ sioe of gsntlin~ No of stores occ. Load 10. Remarks : I T tal S are t. Q _.-.- , G. ~ ~ NO.OF BE DROOMS Usa Zone Fir prlnklors Repu retl: EXISTING ADDED - __._ _~ ~ ` No, of Dwelling Units OFFSTREET PARKING SPACES: tl U d _ >..,. Covore ncovere SPECIAL APPROVALS REQUIRED AUTNORIZED BV DATE 2 ZONING FIXIUre GDUnt: PARK DEDICATION ~~ HEALTH DEPARTMENT ___... __ FIREPLACE PflESUBMITIµ PPLICATIONACGEPIEO PLPNSCNEGKEO PPPROVEpFORI$$UPNCE J ~ FIRE MARSHAL av~~~_ In $v~j l tt~~'' ev_~~_../(.L + SPRINKLER /, w*E "LI ~ DAiE~ _G?'L _ onTE ~ _ onTE 1_ - WATER TAP d.~ ~Z r NOTICE OTHER SEPARATE PER ITS ARE REQUIRED FO,R ELECTRICAL, PLUMBING, - - - 'I HEATING, VENTILATING OR AIR CONbITIONING. SELECTION OF METHOD FOR PAYMENT OF USE TAX THIS PERMITBECOMES NULL AND UOID IF WORK OR CONSTRUCTION "` ' ~ ~ ~ MONTHLY USE OF QUARTERLY RETURNS WILL BE SUBMITTED. O(~: TF CO~1- bA P S AUTHORIZED IS NOT COMMENCED WITHIN 12P STRUCTION OR WORK IS SUSPENDED OR~ABANDONED~FORA°PrERIOC USE TA.t, ~~+LS % ~ DEPOSIT M THOD: 3 % OF 25 OF PERMIT VALUATION PAID NOW OF 120 DAYS AT ANYTIME AFTER WORK IS COMMENCED .. . AT ISSUANCE. FINAL REPORT ON TOTAL ACTUAL MATERIALS I HEREBY pERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND " } COST MUST BE FILED WITHIN 90 DAYS AFTER COMPLETION OF "LAN~S AND UE AND CORRECT ALL PiibV1910NS OF THIS NPE 6F VJORf<WI~LL 8~'COA~~LYED`"1~JITli ORD NANCES GOVERNING WORK GENERAL CONTRACTORS CHOOSING THIS METHOD WHETHER SPECIFIED HEREIN OR NOT YHE GR'AN7iN`fR~OFA REE15vtlf'DDES~ISOT MUST REPORT AND REMIT TAX FOR ALL SUBCONTRACTORS RITY 70 vIOL`~ ~ AN'CEL'THE"PY701y,151~WS'°OF E R ~ THAT DO NOT OBTAIN THEIR OWN PERMIT. C AL LAW G ONSTRUCTION OR THE P - ANY O HER STAT -- - - FORMANCE OF NS UCTION ^ EXEMPT: STATE & PITKIN COUNTY RESALE NO, EXEMPT ORGANIZATION slcNnnRE OPC rBncraR OR nurgoR oAGENr -- IpATE) THIS FORM ISAPERMIT ONLY WHEN VALIDATED. WORK STARTEDWITHOUT PERMIT WILLBE DOUBLE FEE ~ eIGNgIDRE OF WINER IF GMiER BUILDER) IWTEI . ~y"'Plan Check I idation ~7 ' i ~~~ ermit Validation /~-` 3%UseTax Deposit Velitletioh o ~.- D JCE DEPT PINK-BUILDINGD ARTMENT YELLOW-ASSESSOR GOLD-CUSTOMER ~- u PITKINCOUNTYLt' GITYOFASPEN^ m a a o JOB ADDRESS ~ LS C ,~T ~ tr,~ L~~E. O 9 ti LEGAL DESCR. LOT NO. BLK TRACT ~' ~... (OSEE ATTACHED SHEET) ) OWNER // "'" ' MAIL ADDRESS. G'v 21P PHONE CONTRA R MAIL ADDRESS PHONE LICENSE NO. A HITECT ORD IGNER. MAIL ODRESS PHONE LICENSE NO. ~;~ ~ .. ._:.~ . rv_ .. ~. ENGINEER MAIL ADDRESS PHONE LICENSE NO. LENDER MAIL ADDRESS. BRANCH USE OF BUILDING Class ofyvork: ~W ^ ADDITION.. ^ ALTERATION CJ REPAIR Describe work: SPECIAL CONDITIONS: .,. ~~^~'~`° ,. i ~... > . . _., ~ PEAMIT'FEES ... . ` Np. Type of Fixture or Item Fee Water Closet (Toilet)~t!' - Bathtub Lavatory (Wash Basin) __ AP A IONACCEPTED BY: J PLANS CHECKED eV: ~ APPR~OjVED FOR I~~SS))UANCE BY: SIIOWQr / __.- - ~' ~ ~'~ ~ J'- ,{ {/J (G:/.. J ! ' KitcAen Sink 8 Dtsp. _ /-~ j V `/~ . ~ ~, Dishwasher / ,.'.. _ ,. OTICE Laundry Tray „~ _ HIS E MIT BECORdES NULL dNDVOYQ IFCNO`RKbR CONSTRUCTION ' ' ' Clothes Washer AUTHORfZED IS'N OTCO MME f7CEb"WITffR7i20 DAYS';OR`IFCONS7RUC= TION Op WORT(TS SUSFENb'EO 25R7t8A"TT60NEDFOR"A PE 1fO F 1 ' ~ Water Heater M/BTU ea. _ R D O : 3 0 DAYS AT ANV7fM'E~A'FTE}t~'IORfC'TS COMIJITEN'C~Et%"""" Urinal ~DA'N6E%AlN1NED'TRfSAPE~LTOATfO`N ATID'f(N"Ol~ THE$AMETD BE7Rt7E`AND OORR~EC A Y P F ~`Sf NSO L "f~% ' Drinking Fountain T L f O O F A SANbb7501NAT ICES GOVERNING TN STYPE"OF(WOR 'WILL`BE`COMPLIED wITHWNETHER"3P1:C1F1Eb " " Floor Sink or Dra(n ' HEREIN OR NOT. THE GRANTING Ok A P ERMIT bOES TIOT PRESl7ME`Tb`GIGE~ AUTHORITY TO VIOLATE 6R`CAtYCEC 7NE'PkOVfSIONS OF"ANV OTNER STATE OR~ Slop Sink LOCAL CAW REGULATING CQNS1`RUCTION""OR"""TH~E"`PERFO'RMANC`E` SF" CONSYRUbTION.` Gas SyStemS: #Outlets I~-~ WaterPl'pi`ng STreaffng'EQUip. _ Wastelnterceptor ~ /' Vacuum Breakers e~ /~,l ' , // 8G ^ Fan Coil Unit(s) ~i GC ~ L 316NATURE OF CONTRACTOR OR THORIZED AGENT DATE " ( ) &GNATURE OF OWNER RF OWNER BUILDER) (DATE) a PERMIT $ --- TOTAL FEE - - D COPIES: CK. b P ~/~, K-FIL - / ~L Lj ~--- M.O. CASH \ ~~,_~ Rev. 7/88 / ,>t'+#'~- xe z'~°,"vs-"'e`C's„~..w^-.nu.,,w.. ..,€.a ,x w.",,...,~,.~.-; ---c"-a--.-,,.:--.,.,,.F'--,,,~,,,,,, .. ._ _ __ ELECTRICAL PERMIT APPLICATION 3 JOB ADDRESS (# and street) (Dept osel FILING SVSTEM LEGAL LOT# BLK. -' TRACK "' __"-" "- ' DESCR. OWNER~~++ REPRESENTATIVE PHONE ' ELECTRICAL CONTRACTOR ' - MAILING Ab DAESS ~_" ""' ZfP"~ "PHONE "- "COLD LIC # ~jOrrv1,? ~Y-2t~ fi't(~-fie- Q ~S~ ~Al1C•-~. ~tttK `c"3)bSb ~`L3~b~s ELECTRICAL DESIGNER "REPRESENTATIVE _' ~` PHONE ' GENERAL CONTRACTOR "'REPRESENTATIVE '" PHONE ~ BUILDING'PERMIT# "" ~-" 1- OCCUPANCY GRDUP TVPE CONSTRUCTION ~v~a-w~ SOUARE FOOTAGE S' iJt3 fj USE OF BUILDING { ~(`f J ELECTRICAL VALUATION W DESCRIBE ' CLASS OF WORK ^ADDITION ^ALTERATION _ ~'(STHER , p~iW ' '., SERVICE: EW ^ EXIST ^ CHANGE EMP voLrS. PHASE WIRES ' AMPS ' # Circuits Feeder S ze PANELS: ~D 3Sb i4~F.i~ # ize # Cvcults Feetler Siie # Ciiculis feeder Size Service Feeders Branch Circuits "TVPEWIRING SYSTEM DESCRIBE WORK IN DETAIL(FDR A D DITIONS ALTERATIONS INDICATETVPE NUMBER AND LOCATION OF 50UACEOF'CfRCUITS)i' •.-:. "" "? ~ / SELECTION OF METHOD FOR PAYMENT OF USE TAX. ^MONTHLV OR OUARTERLYRETU ILLBE SUBMITTED. XEMPT: S7ATE & PITKIN COUN ESAL O >. EXEMPT ORGANIZATION ^ DEPOSIT M7=TROD: 3%OF 25 / OF PERMIT VALUATIN PAIDMOW AT ISSUANOE. 7 N TO AL ACTUAL MATERIA S' OS7 MUSY'BE FILED WITHMHIS DAYS AFTER COMPLETION OF WORK GENRRAL"C'OMRAEYOR3 CHOOSING T OT OBTAMDTHEIR OWN PERMIT'REMITTAX'FOR ALL SUBCONTRACTORSTHAT DO N90 NOI~^C For all work done under this permit, the permittee accepts full responsb I ty for compliance w th the Na4onal Electric Cotle, [he City of Aspen ordinances, and all other county resolutions, city dk nances slate laws hi h li USE TAX @ ~-+~.,-~,,,,•,., - N PERMI~~ I ~ • (/// w c ever app es. Permit subject to revocation or suspension for violaUOn of ahylaws governingsame. An acceptetl final electrical inspection shall bebbtafned poor to using the electrical system A M1nal electrical in` spection shall be requestedwithin 48 hours after completing an dledr cal fnstallatidn BUILDING DEPARTMENT ACCEPTANCE ' gpproved By Date ~' ,z;~ / ~! RMIT VALIDATION / _. ~~ l'L SIGNATURE OFAPPLICANT ` `~~ pATE ATE[ ~ ~{ RECEIPT# ~ ~C`.~f~ TO(/TAL $. a,[ 13o South Galena ASPEN*PITKIN REGIONAL BUILDING DEPARTMENT Aspen, Co 81611 PITRIN COUNTY ^ CITY OF ASPE1V sosisz5-zozo PERMIT N0: 3- ~ ~ ~`) ~ j ~j G'~ White-Inspector's Copy Yellow-Assessor's Copy Pink-BUiltling Department File f Goltl-ICustomere Copy Green-FlrianCe ,: ~ I V MECHAI~~~AL PERMIT AF~?LICATION *~~ I~ t ASPEN,*PITKIN REGIDNAL,_BL/1LDING DEPARTMENT PITKIN COUNTY CITY OF ASPEN ^ / _ J2 ~ 4 3 6 9 ~V '., .7_~: ~'-E ~Il {. _~~ .... s.~~".+~-Meenwm - u. w,.rsrt~ an rc,m-u. w.a~.ttv~a+~nw~xw."x.Fl.",hen~yw~*uaa~oaew~v~ Permit Validation - ~ 3% Use Tax Deposit Validation - i ar ~ _ i .. ~ ...._ _ ! • ~~ COPIES WHITE-INSPECTOR YELLOW-APPLICANT PINK-FILE GOLD-FINANCE ~ ~. .. i JOB ADDRESS. _.. _.... , _..... w .. :.._...,.ws~ rra....a~,.=.....um.,.xa«+~w• ... .. .. ... ~~ -~~~. LOTNO.~ BLK"~ .TRACT' ," "'-"' ((]SEE ATTACHED SHEET) . .. LEGAL T -~_, ,..., DESC. - __. . , , ~M.k '°""•'^".:MAIL ADDRESS: ,. ~ ZIP _ _PHONE OWN l CONTRACTOR ° """" '" "`"MAIL ADD//R~~ESS '"-"` `" '~~ "` PHONE LICENSE NO n ~ "' LICENSE NO ARCHITECT OR ENGINEER" "" ""' '""' ""'""MAIL ADDRESS' "'""' '°'"""' PHONE ~~~ G.. USE OF BUILDING ~~ '"""" ` `~ '`"'"`xaP xr '«...:~.bsy,...~s.aww3~. ~ '~ BUILDING PERMIT NO. .aas oewoRK. ANEW ^ADDITION...^ALTERATION ^REPAIR DESCRIBE ORK: "~ r ~~ ~ ~ Type of FueC0i1 ^ Nafural Gas LPG ^ PERMIT FEES Fee No. Type of Equipment ,y Forced Air Systems-Gravity Systems-B.T U ,. `,~d7 G ._. .. .... • .. ~~. ."...._ r ~ , ~;.,-... ..::... Wall. Suspended or Unrt Heaters Appliance Vent "' - -- ---~ - • - -- -~^ ^- Htg., Retrig., Cooling, Absorption Unrt Repair Alteration or Adddlon to Existing System SPECIAL CONDITIONS - ~ '" '"" "" "'" "'-" Boiler's BTU/H /r ~ ~ ~ .... ~~. ~~ Alr Handling Unrt C FM , ••P - µ - .. ~ ~-- Evaporative Cooler - Ventilation Fan .,,., APPLICATION ACCEPTED: PLANS CHECKED , . APPROVED FOR.,I$SUA CE: Range HOOd .I. Gas'PlPing' ... ,. ~., "Y y Other ,~r1/ Date~n Date ~ ~ ./ ~n ate u'~ _ ~ OTICE HIS PERMITBECOMES NULL AND VOID IFWORYC OR CONSTRUCTION' _ ., AUTHORIZED IS NOT COMMENCEbW1YRIN T26 DAYS ~OFi IF"CONSTRUC- " ~ ' ~" USETAX"~"' ~$' Af1~~DbKIEb FOA A FrERIOD 6F PEND~D OYi TION~OR WORK IS SU~ w.~. ~a~>..... C "Rb 120 DAYS AT ANV TIME AFTER WORK IS COI~Yw1~1"J` - ~ R'~ERMIT °$~~ _ , I HEREBY CERTIFVTHATI HAVE READ AND EXAMWEDTHISAPPLICATION AND KNOW` " ' ~ TOTAL FEE $ `J~ CJROSNAISCES F LAWSANb THESAMETO BETRUEANDCORRECTAYY"f~h0~7(S70NSO GOVERNING THIS TYPE OF"WORKWICC~~00'MPLIEDWI'JH WFIE'!}YEp S}?EL~`fFfED HEREIN OR NOT THE GRANTING OF A PERMIT DOES'NOYPFiESUMETO GIVE"AO ~ THORITYTOVIOLATE OR CANCELTHE PROVISIOM1IS O'FAIW OTHER STATE dR LOCAL' LAW REGULATING OON9'~'D~C'T(ON OR TF'IE i"yERFGRf~"T5A 'C'E"OF""bOtJSTkUCTIOIIf SIG ATURE OF CONTRACTOR-09e H31. T-'^---.. (DATE) ~ --. - °~ -~^"^~°-~+~--° $ELECTION O OD FOR PAYMENT OF USE TAR. OR QUARTERLY RE URNS WILL BE SUEMITTED DEPOSIT M /o OF 25%,OF PERMIT VALUATION PAID NOW AT ISSUANCE FINAL REPOR`f 'ON TOTAL ACTUAL"MATERfALS ObST AND REMIT OTAX OR ROLL SUBOCONTRAOTORS 7HAOT DIO~NOYO bRT ' STAIN THEIR OWN PERMIT SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) ' ^ EXEMPT: STATE&PITKIN COUNTY RESALE NO. EXEMPT ORGANIZATION ~„ ~~ ., ~_. ~ ~s;..~: ..: . w. ASPEN ~PITKINµREGIONAL BU,~ILD.ING~ixDEPARTMENT~ I t 1 30 South Galena Aspen, Colorado 81 61 1 303/920-5440 ,, BUILDING I[JSPECTION CHECK LIST .3 " 3', Inspection _'~ Reinspection Partial Permit No. ~ `''~ ^ STEEL (REBAR) ^ ELECTRIC.... ^ PLUMBING ^ MECHANICAL UILDING Footings Constr.. Service Underground Rough R-Frame - Cassions Underground Waste & Vent Flue(s) Insulation - Wall Rough Water Pipe F.P. Flue(s) Drywall - Wall Cores Perm. Service Gas Pipe Combust. Air .Special Struc. Slabs Pinal Final Final Mobile Home Pads Bonding * Fire Sprinklers Air. Cond. Final ~" Piers Special Kitch. Hood - Bond Beam -,~ ~ ~ ~ Accepted ^ Accepted' as Noted ~ ^Reinspection Fee $ ~ ~ P g ~. ~ Rejected ^ You are ordered to make the following corrections on the construc(ion whic'~is now m ro ress. um,.,-..µ ., a~ assvc~ac,..yos vuraaens~°r.'a+ire'umrsran9.,~a"3m~t+?w,^~}&M"~''n 1~-~--~-.----n,a.+d * Coritact Fire Marshal for further sprinkler inspection. ,.w... ,.,~,_,..... ~. v., .. .,u.~..,_ A..,~,~.~~ ~:a:~~.~~au~~:~s~;~s~,,,a~~..w,.,~xwa _.._... ... ,. j. to DESCRIPTION: # LeJels _ Garage: Att. Det. Carport Decks Entry Foyer _ Bedrooms Full Baths _ 3/a Baths_ Yz Baths -Kitchen ..Dining _ Living _ Family/Rec Media Roorn _ Library -Office/Study _ Exercise Rm . _ Solarium/Greenhouse _ Storage Laundry Mech. Mud Room Sitting Room ..Den Breakfast Nook Other: -. , .... ~w~x.-~ ..,. N n~aA~ . .,.mow is .~:..~ ,~ a. ~ w ~ ~ Fireplace: Make Model # Make Gas Appliancei Model # ~ ~ ~ ~~~~~ - ~ t t Ph '~ C Address ^ ~ - on ac one Subdivision' Request Recd. ~ ~--- -' ATE TIME N Contractor ~-2~h--o~-. ~ '~ ~ Requestfor'M T H F A.~-YM^~~Ti Owner `_~~ Date Insp. ;~~~ Spector I~aooe~ao~~aa.~,l~~ { Aee 554 .~_ ~., _ - .-~ "f „~ ASPEN~f?ITKIN,REGIONAL BUILDING DEPARTMENT ~ y~ jvZa.vR"wT^•ha4G~`V'.°~Mfih. s.R9e.~vfi~iYfi=*+{+ ` vh .Nv^. C6 4v e ~ .. 1 30 South Galena Aspen, Colorado 81 61 1 303/920 5440 _ „ii. ,..,,.w~ a_-.. .w i.. ..~, BUILDING INSPECTION CHECK LIST ~ ~J~ Inspection ~ Reinspection Partial Permit No. I! ^ STEEL (REBAR) ^ ELECTRIC ^ PLUMBING ^ MECHANICAL... UILDING Footings Constr. Service Underground Rough R-Frame ! - Cassions Underground Waste & Vent Flue(s) Insulation - Wall Rough Water Pipe F.P. Flue(s) Drywall - Wall Cores Perm. Service Gas Pipe Combust. Air __ Special - Struc. Slabs Final Final Final Mobile Home - Pads Bonding * Fire Sprinklers Air. Cond. Final Piers Special Kitch. Hood I Bond Beam - pled ^ Accepted as Noted ^ ^ Reinspection Fee $ .. v w a.?n..ry ~'n.~~.'kr n3wfk#¢h.'aY; ..,A.,r...~...v,.+,c~v~1?./ ;ted'~ You are ordered to make the following corrections on the construction which is now m progress. r Instructions to Inspector:. Q~~,'~ ' n DESCRIPTION: # Levels _ Garage: Att. ~ Ce?bLi~~ Det. Carport Decks ~f ~ Entry Foyer ~ Bedrooms ~ Full Baths ~ { 3/a Baths - Yz Baths ~ Kitchen ~ Dining L Living ~ Family/Rec ) Media Room . Library -Office/Study'- Exercise Rm. _ Solarium/Greenhouse Storage~~ Laundry ~ Mech. ~_ Mud Room l_ Sitting Room Den __ Breakfast Nook Other: Fireplac8: NlalZe __ Model # Gas Appliance: Make ~I~~ Model # ~~ 7U ~3 \ Adtlress ~~~~~-~ ~~.-4,1J~~~~7yy-t'"°l ~r~-' ~'- Contact Phone ~-~~~ ~~~~~~ <~~ ~~-~ .SUbdIVISIOn ~' ~l:L~ l~~t~l Rcn~ioc+Ror'r7 / /~~~:.Y ~' -"J ~.1 °~"`-- ~. Contractor . Owner _ maow~ e~=o N/ TH F ~ ., z ~.. ~~ , ASPEN •PITKINREGIONAL-BUILDING DEPARTMENT ~~ '130 South Galena Aspen, Colorado 89 69 1 303/920 5440 .. Bl}~LDING INSPECTION CHECK LIST ~/ /f~ Inspection ~ Reinspection ~ Partial Complete Permit No.~~+J-~`Y ^ STEEL (REBAR) ELECTRIC ^ PLUMBING ^ MECHANICAL, ^ BUILDING Footings Constr. Service. Underground Rough R-Frame _ Cassions Underground Waste & Vent Flue(s) Insulation _ Wall Rough Water Pipe F.P. Flue(s) Drywall Wall Cores Perm. Service _/ Gas Pipe Combust.. Air .Special Struc. Slabs Final ~/ Final Final Mobile Home. Pads Bonding "Fire Sprinklers _ Air. Cond.. Final _ Piers Kitch. Hood Zoning Bond Beam __, m _,-_.. , w. _ _. ..... ......... _.w,...., _..~.-.-, , . ~..~ ~_, . , v~ ..~.v.7. Accept Accepted as Noted. ^ Reinspection Fee $30.00: Yes. ^ No ^ You are DESCRIPTION: # Levels Garage`. Att. Det. Carport Decks Entry Foyer _ Bedrooms _ Full., Baths _ 3/< Baths,- '/2 Baths Kitchen Dining _ Living FamilylRec Media Room Library _ Office/Study _ Exercise Rm. _ 3olanum/Greenhouse -Storage -'Laundry _ Mech. Other: , ~ Fireplace: Make Model # Gas Appliance: Make Model # 'Contact Fi~•re Marshal for f~utrther sprinkler inspect-io/n. _ II Address oCd ~ l.. /~~/ ~i~~V ~~f° Phone Job Office .,~,A .. ...~ . . ,. , >.., w,... ,,. ~.. ~~~.. 1 Subdivision Request Req'd. '- -- DATE E NAME Contractor Request for M T W TH F e Owner ® __,, _ Date Insp. ~ Inspector ~~~ce~~~e ore. ~~ Instructions tp Inspector ^ STEEL (REBAR) LECTRIC ^ PLUMBING ^ MECHANICAL ^ BUILDING Footings Constr. Service Underground Rough R-Frame Cassions Underground Waste & Vent Flue(s) Insulation _ Wall Rough Water Pipe F.P. Flue(s) Drywall _ Wall Cores Perm. Service Gas Pipe Combust. Air Special Struc. Slabs Final (~ Final Final Mobile Home Pads Bonding ~' Fire Sprinklers Air. Cond.. Final _ Piers Special Kitch. Hood Bond Beam _ Accepted ^ Accepted as Noted ^ ^ Reinspection Fee $ Rejecte You are ordered to make the following corrections on the construction whichis now in progress: * Contact Fire Marshal for further sprinkler inspection. rrr ~ ~~~ ~m~ ~.~~~ ~ P~~ CGS(/~~ ~'°j~s~-r ,C i-~5 ..L7 ~7 /.~ .~9~~,0 ', !U a C~~ &?7i _ -C" c,r ~ . ~r'c r~=~ _ L (mss ~ N G !i ' _ __ j DESCRIPTION: # Levels Garage: Att. Det. Carport Decks Entry Foyer _ Bedrooms _ Fuq Baths _ 3/a Baths _'/z Baths _ Kitchen Dining _ Living"_ Family/Rec Media Room - Library _ Office/Study _ Exercise Rm. _ Solarium/Greenhouse _ Stdrage -Laundry _ Mech. Mud Room Sitting Room Den. Breakfast Nook ._,. ,; Other: _ I Fireplace: Make _Model # Gas, Appliance: Make Mddel # n,.a..,,.,./ 1.--~:~ ~'~ r ~/..I a~l.,t a. / n),?T.P "r;..,...,.. oi:.:.... ('/; '1,~ ~'- J ~ h Subdivision ,% ~ +J( ~~ ~ ~ / Request Contractor ~%/"rc~`~.~~~!! 1(%1l-L(/ E""l~• Requesi Owner C ~IG L'1.~ Date Ih maoce~ae~«area mo. u~~ .-7 - AgTE TIME ~-^~ FAME jf/W ~fi F Ate. (~P.?vF~Time /~ Aw. vi ~' w~-- L~lPrJ ~ ~?rctc,Iu.l C'u~.1~ (herein called. the permittee is granted pe ssion to ~r~swtru~tn access approach ,~_the Sir side of County Road #cr~- `bb~~ istance of C~'~-"O~ '~ ec~ 1'. from milepost also known as The access approach shall be constructed, maintained and used to accordance with the Pitkin County Road Standards and. _Specifications, the conditions of fihis permit, this paragraph and listed attachments. This permit may be revoked by the .County if at any time the Qer- miffed access .approach and .its use violate any of the terms sand conditions of this permit. The use of advance .warning and con- . structian signs, flashers, barricades and flagman are required at ai( times during access approach construction within the County right-of- way in conformance with the Colorado Department of Highways Man- ual on Uniform Traffic Control Devices, Part TV. Pitkin County, it's employees and agents shall be indemnified and held harmless against any action or damage sustained by reason of the excercise and use of_this permit. APPROVED BY6 TITLE: DATE APPROVED:-~ LENGTH OF PERMIT: __ .___ ~. _ ,s,:..~, .~ ~: ~ ~, w.. ~; ~ ervWr r ~. :. ~~PPLICATION FOR ACCESS... PERMIT Permifi # ~~~ INSTRUCTIONS Complete this form and attach all necessary documents prior fio sub- mitting to the County. Check with the County for what plans and other documents. are required to be submifited with. your application. Soma questions may nat apply fio you. Contact fihe County if you have any questions. APPLICANT ~~2`c'l4Sc~,J ~'~'s' ~ M~ r - PHONE. gas=~3~3 ADDP'= S ~o. dad A.sZ''4=,/ .~o ~1~~~ _. , , PROPERTY OWNER ~v ~ ~`~~~ °' w~o~ z yd ADDRESS e/U. %o2cc<<.ro,,1 ADDRESS OF PROPERTY TO BE ACCESSED ~~as ~~~~~ ~, ~~ ~ - ~.-~ i ~ CA-s~ owL C2~r~l~. THE ACCESS WOULD BE LOCATED ON THE -~~~~ SIDE # ~`~`~`~ `"~~~ ~ A DISTANCE OF OF COUNTY ROAD l~r~M- ~~~ ~- ~` Gum-~ FEET~`~e` FFROM MILEPOST PRECISE LOCATION OF ACCESS.. MAY BE ILLUSTRATED ON PLANS. THE APPLICANT EXPECTS TO BEGIN CONSTRUCTION ON OR ABOUT ~'~~J~ I (DATE)SHOW N PLAN IS THERE .EXISTING ACCESS? `~`~ `~ ( _ ) DO OTHER ROADS OR EASEMENTS ABUT THE PROPERTY? _~ (IF S0, SHOW ON PLAN) II FOR COMMERCIAL/INDUSTRIAL .REQUESTS, ANSWE~ ~E FOLLOWING. ...NUMBER OF BUSINESSES SERVED...- TYPES OF BUSINESSES AND SQ, FT. FOR EACH: i' _ i. AU62A1 ~` FOR AGRICULTURAL ACCESS, BE SERVED.? ~~ HOW MANY ACRES WILL , FOR RESIDENTIAL ACCESS, PROVIDE TYPES AND NUM- BER OF DWELLING UNITS TO BE SERVED: ~ ~~ ..I'cNc~~~ 1G~it~c~L~ 2~ S _ ~ ~3~- PROVIDE AN ESTIMATED VEHICLE COUNT (PER DAY) OF EACH VEHICLE,/TYPE THAT WILL BE USING THE ACCESS PASSENGER `~ MULTI-UNIT TRUCKS ~ 30-FT+ VEHICLES ~ FARM 30,000+ LB. VEHICLES ~ THE FOLLOWING DOCUMENTS WILL REVIEW THIS APPLICATION: VEHICLES ~ OTHER BE REQU1Rtu TO DRIVEWAY PLAN AND PROFILE °- DRAINAGE PLAN (SHOW COUNTY ROAD) MAP OR LETTERS DETAILING UTILITY PLACEMENT SUBDIVISION, ZONING OR DEVELOPMENT PLAN PROPERTY AND EASEMENT MAP PROPOSED ACCESS DESIGN PARCEL AND/OR OWNERSHLP MAPS SIGNING AND STRIPPING PLANS Providing false information to a .government agency is punishable as perjury in the sacand degree, a well as being punishable under any other applica local, state ederal laws. The applicant hereby declares th all informati provided on this form and any submitted attachments s) f r the p rposes of obtaining an access permit are fo the best of s k o e correct and complete. SiGNATURE(X ~ DATE ~ ~~1-al~ Since an roved access becomes an tntegroi part of the property, when the plicant is not the surface rights owner of the property, this applic tion must also be signed by the surface rights owner or its authors ed represanta~ive cancurying~in this application. PROPERTY OWNER(X~~!~ DATE `~~~ ~ ~ ~; ~ l ~ ~I i o ~ n ~ ~ ~ ~cc~~-~.rer co ve.~ca~ c~..~:~,~,-~, ~en y"~„~ o~-~=~m,~-~~ c,~,c~ o,~.~. t~ ~ i~G~ blc~~ _ -~,~s,v. ~. Piz.. ~~~~ ~- , ~~~tq- s~ ~ - ~`cl 820 ~~ c = /3 ~~ ~~?sw~v.~n~-fix, ~o~~ cue ~ ~ (n Z ~ 3 ~ ~ ~~''z'd`~ ~~~-~ ~'' JhS~S-d Ll/~:- ~c,~ ~' -(9- ~crv. iM,Jp~l.nn..~!t.( /~Q-c~..AI~ ~ c`'~ ~ ~"2'~f.'. ~}a ,-~^~' J ~~~ ~ ~'?c f 1 2 (nf~ ~.J i~.^.~U ~ r i ~'C S ~ \/LQ_ ' O+~JYJZ~-2 - L/~ //~ r o~ai'G ~~ f (cs~ o.~~ ~ ~ ~ c 2 ~cv ale , Vi ' m F ~11en~N0l Ulern~~~`~ I Consulting Engineers antl SGentist5 _ i SOfiOAoad 154 Glenwood Springs Cobratlo 81601 ~~ y i ~ rr L ~,;, 303945 2363 Facsimile ~= ~ I ' ,. Iii ," - . ~,~ ~~ ... ": .. ~~, ,. +~ SUH9UIL STUDY ` FC)R FCX1N[YaTION DESIIN ~ ~ ~ ~ any,, ,~ . , .. ~ ,x PF~PDSID ,RESIDENCE ~ i r ~ I17T 4, ZS121'TTAN LANE ~ . ~ I,~ EAST GWL CREEK SUBDIVISION ~, pITICIN O~i]NPY, 007.ARADO ~,~. ~ I ~ ~I ~ f,- JOB NO. 4 308 91 " ~, ~ f ~° s. e JULY 11, 1991 ~' I e : . ~ .- - . fi ~ L ' ~ Nd J 1 1~ ~ ! _ ~ ;~~~M t f~ p 1~ C A I A 4 1~ .p Y h ~ .I .. d{ .W '. I ~"~ ,M. b$.° G .,.. x . 1 ____ I W . i rJ"iG~C ~ 2{ ~ j, ~. .4~!"m~Y ~~... t~ GRETQ-]EN STOOD & ASSOCIATES : , ~ ~`~~ ` . .. 201 NOKiH~ MITT' STREET, SUITE 207 ~ ` r~'" ""~ ~,-` "81611-3206 ASPEN ~ 5 , .. ! <~,: 1 ~. ATIN: GRER'C'EIEN Q2EE~7WOOD <r,<:, ..~i ~..~. ..., u,~ { ar <1 4~h„ bh'^~p1 1 „ ~ ~ 1 ~~~ . j ft Y I 1 1 ~ J ~ ~ ,:v e:. " ~~' ~A '~ '~ ~ ( t = I Gk t: i ( u'~ y , . A . ~.. .. ua '~a u F ' ~ S ~ , Amember of the $jji group of companies .aw.:.i .. ~, ,, - ... , .. ... .. .. . . - t~~ .. ...;~ i<.v n>u....; ..m w. wb .i u..9 o., .+.~ (N.n~~4NV`~"iY.A~c+r~'.m~..:.SFU .a mn.eunS~:x ` ~`: ..., ~; ~,-. ~~ aF aaatrFSrrs r w ,. «,. ~ ~.. i a~rcrusxoNS 1 ; ~: ~~. ` PURKaSE AND SCOPE OF STUDY ~ . 1 _~ ._ w ~. E . I I .. ({.'~" ~ - PI~PpSID O~ISI'f3JC.L'ION ~ 2 i ' t C «,> SI'PE CONDITIONS 2 ~ . 1 . s ~~ ~ ;. ~,.; FIELD EXP7ARATION 3 ,~ SUBSOIL COp7DIfiIONS 3 ~ i ~I ~; FL~iINDATION RE010ATIONS 4 i F~iINOATI~I~AND REI'A'~2NG FIALLB ~ 6 ~. ~ i, 8 1 PSt ' . I FIDOR SIABS , i .. '~ ~'~! UNDERDI2AIN SYSTFM 9 ~ S ITE GRADING 0 + ~t ~ Y C ,~2~ ~~ '~ , '. 2 R 1 ". - ~ ~, ~ FACE i%tA2NAGE SU rSMTTA~f'TQNS 11 I~ , ` ~ ~ . ,_ o- u>9 ~~ %~ " ~ ~~: , s4.. ~ ~ i .2 ~ r eqU:~~ j ~ FIGURE 1 - IACATION OF F.}~fARA'LbRY BORINGS fhR t~wG"p'K+~~ ~ ~ ~_.: A ~,.., w. ,,,,_ ,; ;:, ~ ,,;i i ray` ~ ,.; ~ RA7bRY BORINGS FIGURE 2 - LAGS OF EXPIO i ~ ,' ; ; . j „ ~ ~ .. FIGURE 3 - LEGEI9D. AND NOTES . ~ r~.a. - ~ .._ 1 .. .. ~. . t _ _. I 5 V A F +~~, rNY FIGURES 4 AND 5 - S47II,L-0DNSOISLY~TION TEST RESULTS I ~, ,Ur; TABLE I -SUMMARY OF LABORATORY TEST RESULTS , i ~Yia - `I :, , ~ '.T l ~~If a r I' y rfi ~: ~ i '~'r `~ ~w '`> i ~ ,f: ; ,. ~~ ~ ~u~, y~~,~F;~., yy~~ ~OfY ~ w ~ e '" ~ At~h (L~ ~ ~ ~ !~i y +w y~~ ~ ~ ~~ l ~ ~ ; L Ji+.Ya"Fy: 1,*. J r ~~~" T ' Inc Chen~Northern GonsWing Engineers antl 9oienbbis f .~ I. h..: , r = '. _. _ --~. w.~y .._ .. ..w.4,.. ,<. _. .. ..~.~ ..a.v.h .t v v..k~:'.ss+-s, +m .. .,.~tw *~k~d2+hfi~" ~.~~YiaeP~ ., e,x,Nw.r Y_'..i+^Y.IM_w.W.P~'iik. i ~~.. ~~ ... m i -2- s i ~ i ~ r+ This report has been prepared to suimnarize the data obtained during.this.. _.. ,a. ~._ ~; ~ }~ study and to present our conclusions and recc~mieridations based on the proposed construction arxi the subsoil conditions encountered. Design parameters auud a ~;a~ discussion of geotechnical engineering considerations related to con.~truction r of the residence are included,,in the report. _I ~~ Fi4 PFi0PO8ID QO~ISTR[TCPIOIi , _ ~ „~ ~' The proposed residence will be a two-story wr~od frame structure with a t `y partial basement and garage. The ground floor will be structurally supported ~~ areas. where the floor will be over crawl space except in the basement/garage . slab-on-grade. We assume e~ccavation for the building will have a maxt~mnn cute i ~~' depth of about 10. feet below the„existing ground surface. For the purpose of i n, 1 our analysis, foundation loadings for the structure were assume3 to be rely- ~ ~, ~... tively light and typical of the proposed construction type. ~ EMa (~ ~ If building loadings, location or grading plans are significantly different fran those described above we should be notified to reevaluate the' `' reoonmrerx.9ations contained in this report. ~'' J i SPPE Q~IDITIOQIS ', t L +. ~'~, The building site is located near the top of a norkh facing slope. At ~ , of our field work, ttie site was vacant and heavily wooded with aspen the time , . ~ ~ trees, deciduous brush, grass auxt weeds. Surface. .topography. varies fran , f ~,~ "~"~ moderate to steeply sloping with grades of 15$ to 20~. Maxino~mi elevation `~ difference across the building area is about 15 feet. Prior to our field work, i .,; ~ sane trees were removed fx~n the.. building site to allow drill rig access. ~~ ~~ ~'~~'. k~~,_ l.he(~]~NQl l~ern~j]~]C„ Consultmq Engineers and Scienhs~s ~~ ~~ ; _.: .. ~ ~~, . I ~'°~ ~~ -3- i E'IQ,D F.70?IARATI02I The field exploration for the project was coixiucted on June 21, 1991.. Two exploratory borings were drilled at the_ locations shoran on Fig. 1 to _~ ~,~ evaluate the subsurface corrlitions. The borings were advanced with a 4-inch ,~„ _ C~ diameter continuous flight auger powered by atruck-mounted Q~-55 drill rig. I ~~~ The borings were logged by a representative of then-Northern,. Inc.. ~FY '. "' Samples of the subsoils were taken with a 2-inch I.D.. spoon sampler. The ~, sampler was driven into the subsoils at various depths with blows frrgn a ~~n; ` 140-pou-xl hammer falling 30 inches. .This test is similar to the standa~l fin' penetration test described_by A54M Method D-1586. The penetration resistance ,, values are: an indication of the relative density or consistency. of the subsoils., Depths at which the samples were taken and the penetration resistance values are... _ I ~,~~~ shown on the Iogs of Exploratory Borings, Fig. 2. The samples were returned to ' (~~ our laboratory for review by the project engineer aryl testing. I,n i ,.~ ~, SOBSOIL Q02~IDITIG318 f i The subsoil conditions enoountered at the site are shown graphically on ;. ~ ~ Fig. 2. Belay about 1 foot of ,organic topsoil, the subsoils erxxxar-tered in t,; I r Boring 1 consisted of very stiff to haul silty sandy clays werlyix~g .gathered ~~~ claystone at a depth of abaxt 21 feet. The subsoils encountered in Horirg 2 ~~ ' ' _ , ~„{ consisted of about 1 foot of topsoil overlying very stiff sarrl and clay with ~ scattered gravels and cobbles. At a depth of about 8 feet, the soils became a ~'~ clay and gravel mixture with scattered cobbles arr3 boulders._ Drilling in the dense gravels with auger equipment was difficult due to the cobbles and boulders ~a.y and drilling refusal was encountered in the deposit. The .soils enc«u}tared in ~; ,; I Consullin En ineers antl Scienlisis ~ a Chen~Northern,Inc. 9 9 i II. {tea 2~`, ~I -4- ~,#-~,, the borings are similar to the soils encountered at other nearby lots. The clay .. portions of these. soils typically possess a laa to moderate swell potential. ',~ laboratory testing performed on ..samples obtained during the field ,. tr, exploration included in-situ moisture. content aril dzy density, grain size ~~n' I. analyses aril liquid acrd plastic limit testing. Swell-consolidation testing was ~{ ~.; performed on relatively undisturbed drive samples of the clay subsoils. The ~ swell-consolidation test .results, Presentzd on Figs. 4 and 5, i.rxiicate low ~'` I ocanpressibility urr3er light to moderate surcharge loadings and a low to moderate expansion potential when wettedwider a constant light ~„rhame. Urxiisturbed ~° s~; I sampling of the clayey gravel soils was not possible due. to the mak c~tent. *d i The laboratory testing is summarized in Table I. No free water was encountered in the borings at time of drillirrg. The I ~ a .. i subsoils were slightly moist to moist. .,./ FOLR~IDATZ~i RDOC~R~+TIOY18 I L. f, Considering the subsurface wr~ditions erx:ountered in the exploratory C~ borings and the .nature of the proposed construction, we recca~mn~rcl the residence - r be founded with ,.spread footings placed on urxii.sturbed natural soils. The ~ =~ expansion potential of the clay subsoils may be mitigated by removing them or by load concentration to reduce or prevent swelling in the event of wetting ', ~^ ..:below footing level. Surface runoff and utility leakage are possible sources -, ~;~ ` L of water which could cause wetting. j f. The design aryl construction criteria presented below should be observed_ for a spread footing foundation system. The. construction criteria should be_ ~ ' considered when preparing pm~ect docwnP.nts. - 'I ~, ., ; ~~ ~.,. iy ~, _ ~I ~..5 ~' ,.;~, Y? ConsWUn En sneers end Smenlisls ' Chen€~Northern, Inc. 9 g „~ ~~^ ~ "' ~ -5- ~~~.~ 1) Footings placed on the urXlisturbed natural soils can,be :designed for an allcxaable soil bearing pressure of .3000 psf. The footings should also be designed for a minirmmi dead load pressure. of 1000',psf. If necessazy, the F ~ m;nimmim dead load cart be calculated by ass~nnixig the full dead. load.: plus ,~ one-half the design live load. In order to satisfy the mininami dead load ~..;;~ pressure urr3er lightly loaded areas, it may be neces.~a~.y to concentrate ~ ~ loads by using a grade beam ar-d pad system. Wall-on-grade construction ~`~ is not xm~e~ed at this site to achieve the min,mmmm dead load. li ~,~ 2) Based on experience, we expect settlement or heave of .footings designed l;" '~ aril constructed as discussed in this section will be about 1 inch. There ~' . . ~'~ caild be some additional movement if,the bearing soils were to become wet." I~ 3) The footings should have a minimum width of 16 inches for continuous; I~ `-'' ,{~ ' 4) Co~~sous ff 2oundation walls should be reinforced top aryl bottcan to span ~~ ~ local anomalies and limit the risk of differential movement. One method .... .,. # t of analysis is to design the foundation wall to span an unsupported length In ~.~ of at least 12 feet. Foundation walls acting"as retaining structures" should also be designed to resist a lateral earth pressure as di.scus.,ed i ir- the "Foundation and RetainitxY Walls" section of this. report. r ,, }- 5) Exterior footings and footings beneath unheated areas should be provided i E: with adequate soil cover"above their bearing elevation for frost pmtec- ~;,~ tion. Placement of foundations at least 42 inches below the exterior K~ ~~, ..,.. ,. ,. r~,_ (( grade is typically used itt this area. I `'~ 6) Prior to the footing construction, any existing fill, topsoil and loose s ~ or disturbed soils should be reamved arxi the. footing bearing level ~, - extended down to ooa~etent bearing soils. If water seepage is encountered ~~ i Consulhn En sneers antl Sceniisis ~ ~ Chen~Northern,Inc. _ 9 g `-- i, ,.r....; rasa ~+ ~;,~~ E ~ ~~` _" -6- ~~ in the excavation, the footing areas should be dewatered before wricrete ~y I. placement. 7) A representative of the soil engineer should observe all footing excava- i t ~;?f tions prior to concrete placeimnt to evaluate bearing conditions. I ~.~' '' FY~d~ATIO~J A1~ID REPAINiN6 i@~LT+B ~ i ~~~"e Fwrdation walls and retaining structures which are laterally supported'. {'fir ax~cl can be expected to unden~o only a slight amoiuit of deflection should be [,.~ F designed for a lateral earth pressure computed on the basis of an equivalent t;",n fluid unit weight of 60 pcf for backfill consisting of the on-site fine-grained k,l soil and 50 pcf for. backfill consisting of imported granular materials. I Cantilevered retaining structures which are separate f~tthe residence and can:, a be expected to deflect sufficiently to mobilize the full active earth pressure: y condition should be designed for a lateral earth pressure o~puted on the basis ~~ of an equivalent fluid unit weight of 50 pcf for baokfill oonsistirr3 of the :.. on-site fine-grained soil and 40 pcf for backfill consisting of imported ~: granular materials. (.; All foundation and retaining structures should be designed for appropriate ~~ surcha~e pressures such as adjacent buildings, traffic, construction materials ~,' and equipment. The pressures reoc~mierded above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall ~`~ or an upNnzd sloping backfill surface will increase the lateral pressure imposed `` ~ ~ on a foundation wall or retaining structure. An undertlrainshould be provided f`y to prevent hydrostatic pressure buildup behind walls. ~~~ Backfill should be placed in uniform lifts and cca~acted to at least 90$` 1: .- ~'~`~` of the maximum stanr]alYl Proctor. density at a moisture .content slightly above ~ .i ~.+ ('~ .} ~~'~; 'C11eI1N~i Lh~,rn~~]ZC, ConSWting Fngineersantl SaeNisls . .w, ,. .e .,.+,s. ...a .a.:.;x :.2.,.-.+=.a.~N.wm{I~ ,...e M: a, ..... ._.~.aw". ~ .. ..~. ..:.>. ~;~. _:..... ~~~~;" ,q~ ,. ~.r. ~~- ~ .~ optimum. Backfill in pavement .areas should be ccmgaac~ked to 95& of the maxinamt ii ~; standani Proctor. density. Care should. be taken. not to overeonq~act the backfill ~'~' or use large equipment near the wall since this could cause excessive lateral G"'~' pressure on the wall. 5wne settlement of deep foundation wall backfill should be expecked even if the material is placed .correctly and could result in +t' distress to facilities constructed on the backfill. I r.; 4he lateral resistance of foundation or retaining wall footings will be !~',~ i a carnbination of .the sliding resistance of the footing on the foundation . r "'< materials and. passive earth pressure against the side of the footing. Resin- :~ I ,u tance to sliding at the bottwas of the £ootir~gs can be calculated based or- a' f~ coefficient of friction of .30. Passive pressure against the sides of the .. footings can be calculated using an equivalent fluid unit weight of 250 pcf. 'Ihe coefficient of friction arxi passive pressure values recoimn?rxled above assume ', ' rt?~~ ultimate soil strength. Suitable factors of safety should be included in the f ,,..~ L design to limit the strain which will occur at the ultimate,streix~th, particu-, ', 3 laxly in the case of passive resistance. Fill placed against the sides of the, ~~° I +" footings t0 Twist lateral loads should be a nonexpansive material compacted to i at least 95~ of the maxixann starXlarci Proctor density at a moisture content near optimum. ~:; We reccarnnercl_imported granular soils for backfilling foundation walls and W retaining structw.-es because their use results in lower lateral earth pressures.'. I, arri the backfill can be incorporated in .the w~dexdrain system. Subsurface c', drainage reoamnendations are discussed in more detail in the "Underdrain System" 1 ... . section of this report. Imported granular wall backfill should contain less- ~ ~, ~~ than 15~ passing the No. 200 sieve. Granular.. materials should be placed to ' within 2 feet of the ground surface and to a minimwn of 2 feet beyorxi the walls. ' '"'` `` ~~, ~,~.5' I~, ~,., Consul(in En ineP.rs and Scien~is~s °°° Chen€~Northern,Inc. 9 g ~". - '~. . ..,.. "*:a' t ~ ~~ ~ w,.~ e ,. - tt ~8- ~,~ The upper 2 feet of the wall backfill should be a relatively in~ivious on-site ~ F soil to prevent surface water infiltration into the backfill. z ,:~ ,. FIDOR SLABS ;. i 1 ~3 The o~n-site soils possess an expansion potential and: slab heave cw.ld I „~ occur if the subgrade soils were. to become wet. Slab-on-grade construction may N°r. ~~ be used provided precautions are taken to limit potential movement and the risk ~'~ of distress to the building is accepted by the owner. A positive way to reduce ', i the risk of slab movement, which i.s cxeminnly used in the area, is to construct structurally supported floors over crawl space. `=' slabs should bedseparated f s~ bearing walls and columns wi flo~ i ~7 joints which allow unrestrained vertical movement. Interior non-bearing. k~"` .partitions resting on floor slabs should be provided with a slip joist at the ~i bottom of the wall so that, if the slab moves, the movement. cannot be trans- . l mitted to the upper structure.: This detail is also important for wallboards,` ~~ stairways aml door. frames. Slip joints which will allay at least 1,1/2 inches' f4, of vertical movement are reconmrer~ded. Floor slab control joints should be used r to reduce damage due. to shrinkage cracking. 51ab reinforcement and control. ~`~ joints should be established by the designer based on experience and the -.. intended slab use. A minittann 4-inch layer of free-cirainis~g gravel should be placed immedi- I ately beneath basement level slabs-on-grade. This material should consist of ~; minus 2-inch. aggregate with less than 50~ passing the No. 4 sieve and less than. ~~ ~; 2~ passing the No. 200 sieve. ,The free-drain~'+m gravel will aid in drainage ~~ ~``' slabs and should be connected t0 the per~aneter urXlexdralTl system ~~ belay the ,,, .. .: „.. -. .. ,,, H `,' A - . .. ..~M ~~.. _ ~., ICI. ~? ` Chen~Northern, Inc. ~~8~~,~~9 E~g~~aa~sa~d g~,a~~~a~s ~~~ ~,. , ~ w .W.. ~ ~ ~, ~~_ _. ~~~r ~ ~ ~. _9- ~ ., ,. L~~p . Required fill beneath slabs should consist of a suitable imported granular ~.:% w ~~ thin horizontal~~ftst~ d usted to atz~ abwe~optimwn moisture content, ar~d ~ k rp c~rq~acted to at least 95% of the maximum starx3ar<i Proctor density. All L~ vegetation, topsoil and loose or disturbed soil should be removed prior to fill ~`Y. f,~ placement, ~~, The above reccmanerx~ations will not. prevent slab heave if the expansive ~T~S soils underlying slabs-on~rade bey Wit. However, the x~eocamt~endations will. reduce the effects if slab heave ors. All plumbing lines should be pressure tested before backfilling to help reduce the potential for wetting of the ~, L1 subgrade soils. "~ 1II~IDERDIRAIZI SYSTII3 ~~~ Although grourxlwater was not encountered during our exploration, it has ~~ been our. experience in mountainous areas axed where clay soils are present and ~ bedznck is shallar, that local perched groundwater may develop during times of ~ i ~" ,-heavy precipitation or seasonal nuioff. Frozen ground during spring ivnoff cane f ~~~, „;' create a perched condition. Therefore, we recamnend below grade construction' C~ ~ such as crawl space and basement areas be protected frcan wetting by an under- k; drain system. The drain should also act to prevent buildup of .hydrostatic pressures behind founvlation walls.. . ~' The underdrain system should consist of a drainpipe suriroLUYled_by free- , dra' ar material laced at the bottcen of the wall backfill. The drain,, 1 should d be placed at each level of excavation and at least 1 foot below I' _... '~ lowest adjacent finish grade, and sloped at a mininwn 1$ grade to a suitable ~`~<~y' gravity outlet. Free-draining granular material used in the drain system should ~~ I C11eI1~NOfChei'ri Inc. Consulting Engmeersand Saenbsis ~ I' ~`..' ~ ', >:, _. ... ~~~~ _ ~, i „~. ~ ,. r u~ *="s° i -10_ t° consist of minus 2-inch aggregate with less than 50~ passing the No. 4 sieve and I ~;y 'less than 2~ passing the No. 200 sieve. the drain gravel should be at least 2 feet deep. To reduce the potential for water in the wxierd~.ain frwn wetting the ~;~ bearing soils, we reoamnend placing an impervious PVC liner in a trough shape ,,, under the. drain gravel. The liner should be attached to the footing with ,: mastic. I ~I SITE G'[tADI2~i i w ~t=! I The risk of construction induced slope instability at the site appears low ~,,, ~~ provided the building is located as planned and cut and fill. depths are limited.. tfi .' We assume the cut depth for the basement level will not exceed one-level, about' ~'~ 8 to 10 feet. Fills should be limited to about 8 to l0 feet deep Fhlaankment ~~ i'~~"d fills should be ccatgaacted to at least 95% of the maxummi star~daizl Proctor 1, s, density near optimtnn moisture content. Prior to fill placement the subgrade ... . u;,, 4 `d~ should be carefully prepared' by removing all vegetation and topsoil and. P :~. (r ., _ i ~' I 4~~t p~ortions~o the hills~exceecling 20 i~d The. fill should be benched into the ~i '~ Permanent unretained cut and fill slopes should be graded at 2 horizontal ~ ,; ~ti to 1 vertical or flatter. The'risk of slope instability will be increased if a~ ~~` seepage is erroountered in cuts and flatter slopes may be ~. If seepage i is encountered in pernianerit cuts, an investigation should be corxlucted to t~, I ~~„ . determine if the seepage will adversely affect the cut stability. This office ~v should review site grading plans for the project prior to construction. Ja gal „';~ I ~~~ i 4 ~'` ChenNorthern Inc. ConsuWnBEngineersanA3aen,~ss k~ > ~~f4; -11 2 ~ i. r ,k' i L~ The following drainage precautions should be observed during construction I':. , i„ arrl maintained at all times after the residence has been oo~leted: [,ar ~, 1) Excessive wetting or drying of the foundation excavations and underslab ~ areas should be avoided .during construction. Drying could increase the Li 2) ~~ 1~ ' {,~ expansion potential of the soils. Exterior backfill ..should. be adjusted to near carq~acted to at least 95% of the maximwn stalxl~ pavement arnac and] tp at least 90% of the maX11IRIIn s in landscape areas. FYraining wall backfill about 2 to 3 feet of the on-site soils to infiltration. optimum moisture and ~xd Proctor density in tandaxd Proctor density should be capped with reduce surface water ` ~"`"`_ 3) The ground surface suttnunduxJ the exterior of the building should be ~~ sloped to drain away frwrt the foundation in all directions. We reccamneml ~ ~ a minumun slope of 12 inches in the first l0 feet in unpaved areas and a i a m;nimoim slope of 3 inches In the first l0 feet in paved areas. ~ I -' 4) Roof downspouts and drains should discharge well. beyorrl the limits of all i;>i backfilL :„ ~.~ !, r i~ This report has been prepared in accordance with generally accepted soil ~+ and foundation engineering practices in this area for use by the client for u, ~., i design purposes. The conclusions and reoca~¢nendations submitted in this report Viz,. are based upon the data obtained fnxn the exploratory borings drilled at the ~~~,., - ?~ ~~° locations indicated on Fig. 1, the Proposed type. of construction. grid our; .. *~ . ~~ ,. ~ ^.., , t .~ Chen~Northern>Inc. Consui~logEngioeersandSc,e~~~s~s ~~ , 2 ~' ~> ~•_. i~ ~ ~~' ,~ ,x ;; ~,nen~ivor~nern,uic. oo~s~u~~~9 ~~~_. ~, .,~...m..„.~,,, _~ ~,~;u, II. E ;" I . ~ L _ 40 LO T BOUNDARIES 1 APPROXIMATE SCALE \ \~ ~ / ,,, BORING ~"I ~ ~~a4 ~:~;~4t~,P~,p 4° ~ ~.j d $~n Y,m~cb1` Vii, ¢O ..A~~ w ,: -<~ I ~, ~,~.n ~~ ,. ~_ ~,~;~~ ,., ~.~ rt,a.;. 140 140'. .. ,.,., _ i "+Ii' H f k ~ 1.C 135 , ~ 135 `£ ~.-"'~. " ~~<,,. 32/12 - ~ ~ ~ ~-c,~ ~ . WC=20 , ~. _ DD=107 Jam.. . s ~, _. ~ w ~ ~,'; ~.,a<,. .",;a +- 130 - 27/6 53/5 130 `! WC=1~ :, ~,;~. DD=119 . :,~ < ~ 00 86 ~ v _ 3 ' ° PI=14 ,,. ,~ a.;'.:1 : ~. ~ ~ 125 .. 34/12 ~ 125 ,+, 49/12 WC=13 .;~~~ ~~~•, ,mss. 'O DD=116 ~"~ -'".r v -200=81 r t ". .-~ . LL=337 . .,~~ 120 " '' 120 '' •, \ (60/12 ' '°~" " 50/3 WC=6 DD=107 ` ~ r, ~~` `~"~"" ,.. ~ , ~a <,.:. v ~~.a~~~. `~s' .. ., ,.,, aifta xcwc .ay.",° 115 M`s..,. 115 ~ t ~ h~a ~ ~ 1 1 D f } ~~~`~~11 D „ rkii, .. ~~yD rvote txpianation or symoois presented onwrig 3 x ~ F~k„n„~wx~, ~,~ 7 , ti 'ryrya ~~ ~4y,~ ~ ,~ ~~ r ~ .I d ~. x~, ~~ n ~ "~ ,~qs,~.u '~ " off, ~`~ a~ a ': .+ * n c sx ,~ p ~, ~.~ ,~P" 5Y.t ~ t Y ' t:,= r , a 3oa 91 Chen~Northern,Inc. jogs of Exploratory Borings ~`~~~~~ Fig. , 2 ~; k,,. LEGEND: " _', _,xni~"~~xa~ ~f.~~,~r;'. x ® Topsoil; sandy, silty clay, :;e~~ . stiff, moist, brown ., x ~.a x,. t W © Clay (CL); silty, sandy, very stiff to hard, slightly moist, calcareous. "s : Sand and Clay (SC-CL); sandy . ~ clay mixture, gravelly, scatter w dense,' moist, reddish-brown. i ~ ~~~ ~ M~ y sandy clayey Gravel"(GC) a,i fl ne „y2 ~ ,.,I 1 with cobbles, very dense, moist, , , , Y N WY x x. ~ t Weathered Claystone; hard,'moi _ ~~,-- i k .~y~r, t1 v .. ` ~' . ..~ i #~* Claystone Bedrock; very hard,. „~ h nM- Relatively undisturbed drive s s Practical rig refusal { .,,~. { ~ ,., sx,, k +~r'=A NOTES• ~ t>~ 1. Exploratory borings were drill continuous flight power auger. jP~ t. N rf .'w ' . 2. Locations of exploratory~borin house"corners staked in the f 3. Elevations of exploratory bor contours on the site plan pro's ~. <. 4. The exploratory boring locatic only~'to the degree implied by' 5: Thg lines between materials sY approximate bdundaries~betwee ,• `6: No free water was encountered Fluctuations in water level m 7. Laboratory"TestingResults:+~~ WC = Water Content.(%) ~, ;~~, DD ='Dry Density (pcf) +4 = Percent retained on No. 4 -200 =`Percen£"passng`No: 2d0' LL = Liquid Limit (%) ~ PI =`Plasticity Index (%) 4; 308 9,`. ~ Chen~Northern, Inc. , ample; 2-ins ,;Leg , ~b~'w i S C O iY .-. VI ~~ ~ n x ~ w ae p ~+ ~ ;~ c 0 . . 1 . a ~ v ~ ~ E 2 0 cv x, ~' 3 ,~ y Moislura Conlenl = 2O percent DrY Untt Weight = 1 O7 pcl sampta ot: sandy clay From: Boring 1 at 5 feet - - _ _ . _ Expa _G~ Sion aaL u e due owe ti ng o t t.o t o t oo ~~`:=°~ ~ APPLIED PRESSURE -ksf 0 a N o. x w . j ' 'e 0 .~ (~,; c o '~ 1 L ~ v i ~~w, , 9 a 2 B O V ~, ~~- ~ f Moisture Content = ~ 13 ~ percent Dry unit Weight = 119 pct sample ot: sandy clay From: Boring 1 at 10 feet Expan const ion nt un re er su e o. t t.o to too APPLIED PRESSURE -ksf ~~ ~ 4 308 91 Chen-Northern, inc. SWELL-CONSOLIDATION TEST RESULTS Flg. 4 ,. ... _,..«:. _ . ,,. Y.,;_ ~. ,.,~. __ _ -.~ ~t~ . ~~~ ~ ~ .~ ~,.~~ F -~ . ,. ^. S.P.. ~ i.. ~ ~~~ > ~ 2 ~ C~ .~ N C °~ 1 ~r~ w i ~s! i ae Q ~~~ i L~ 0 c ~~ 1 ~',. v c. - u "es~ar - ... o ~ nom, ~<.F ~ ,~; ~ I.5 ,s ,~. f ~tik „ ~; I ~, ~f APPLIED PRESSURE - ksf ~~~ 4 308 91 Chen-Northern, Inc. SWELL-CONSOLIDATION TEST ~~ CA-tA-79 MolstureContenl = _, ~ 13 percent Dry unit Wel9ht = 116 Pcl sampteol: sandy clay ~- From: Boring 2 at 3 feet - c d pan- nst e iol nt w p t n i e s e a :, lath .. ~fr_ 100 Flg. , 5 ry ~ ,:: ~ ( a - ~-3xs , s2& ~ ".GGv-3 F° ~l Lt~ 'Yw y .[.,vi,. x( ~ : "~vll ~.~.. }-r ~ Cr~`~ ~°~ j.~._ ~#~~ ~33 " `~F : ~~ ~ ~~ _ ~~~ Chen Northern; !nc 4 3os s1 ~ ~ ~ ~~ ~~~- k~. ~~ ~ ~ ~ ~~. - -: '"~~~~ k'3 e ~ ' _ ~ '~,F-- ~' ~ m i, ~x s z S ~'` ,+ - `per ~;'~ `~~ ~~~~ ~~'~~ *~~"~.~~ ~ ``$t--TABLE ~;?t4~ ~ f ~ ~~~, SUMMA+RY 'OF LABORATO;RY~TEST•R.ESUtTS ~~;~~~~- n ~~ SM1PLE lOCATgN ,.> ~~ Y ~ 3 GRADATgN -PERCENT ~ ATTERBERG LIApTS UNCONfiNED - % ~ ~ ~~* -: NATURAL NATURAL _ - s:%SSIN6 COAIPRESSNE $q~pR ~ ~ ~ ~^~~y~~ : MOISTURE DRY • ~~ NO YDO STRENDTH TlEDROCN TYPE { .3F ~' .~' ,y` ~. DEPTH CONTENT . OENS(fY ~ ~ ~ o i * GRAVEL SAND LIQUID PLASTIGTY ~1 .~ I 4s' . DORINO -~~ t~ 1W1 4 ., ry a.1`+1 SIEVE LN1R .: INDEX `.i s tl lkell iY~. ,W P~ ~' ~i 1 3 ~ ~ 20 -'- X107 sandy clay ~~~~ 10 13 119 86 37 14 sand cla - 1~,~r~ k ~ ~n~ ~'~ - _ ~ ~ ~ I 2 3 t3 ,:.~ '~tt6 __F ::_ _... _ 81 _ . 37 _ 22 _ sandy clay.. ~- 5 6 ~~: 107 . ~- ~_ x~z, _ ~ ~ ~ ~~ ., sand and clay ~ . v t.. . ~. - }~` ';e z ..'~• ~§:e%es ~ t is -. ~~' ~- 3 '. ~ ~ <-.s ~ x x ~ ~ ~": "' _ ~ ~ . ~~ ~. _ > x~ * ~_ ~ ,~ <, '~~~' ,, ~- (u t ~~~~, ,. a rF .~. k~ 3~ .'. ~ '.,"+~,K' .. ~£..