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pitkin.bldg.264929101004
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. . ' . r . .. . ~ ,.. to- ~ .. y a n., ., v ,U tµ W..i ' flinuN4SFn 4nW,'e kxt»"+k~Nd~h' .ttM~F.`Efi"#0NYu9nY4gi~ :, T'kK :... Fd3#H?ifC. YMT%G, P2'+f~A4 ANS ~fAU tqf&`4~SVfY n , Certificate o Occupancy Aspen/Pitkin Community Development Department r ' ~ This certjficate issued pursuaritto the requirements of the 1997 edition of 109sccGOn of the Uniform Building Code. It certifies that at the date of issuance, thestructure as described below was in ; ~ compliance with the various resolutipns and ordinances regulating y ; building construction and use iri this jurisdiction. ,; ~' _ y Use Classlftcatlon: SFR Building Permit: 0869.2001,prrb Legal Description: LOT 11 CRYSTAL RIVER ESTATES .Building Address: -0283 CHEROKEE LN . REDSTONE C081623 Owner of Building: WYANDTSTEVEN P & JANIS A Owner Address: 17209 MAJESTIC RIDGE RD AUSTIN TX 78738 l Group:. R-3 ~ Type of Construction: V-N Use Zane: ' Description: 2,909 square feet includes two car attached garage, two bedrooms, one fuFl'bath; two 3/4 baths, one 1/2 bath, one kitchen. Comments & Restrictions: s Da.,, hief Buildin 0 ~icial D t Note: In all occupancies, except R, this certificate must be posted in a conspicuous place near the main exit on the premises torwhich itls issuetl. Any alteration oruse of these descnbed' ' premises or portion,thereof without the written approval of the.Builtlirig Official shall negate this C.O. and subject it to revocation. ~~~ - S. ~~~ ~-, ASPEN• PITI~""' COMMUNITY DEVEi:~PM~111 PA~lTM~N n, CO 81611 ~.~. ~~ ~ ~~'~~'~A. _,, , 920 5090. ~ (~ 0 /-5448 Inspection line PITKfN COUNTY~I CITY OF ASPEN ^ PERMIT No. ~liC'a"nt fo comp-ete"numbered spa"ces only ~~ ~ "" ' f JOB ADDA SS _ _ _. I• °~` ('~.n~hlr~~ 1 s?:JL. ~E~`~~e , Cfl 81 ro2~ ^1 General Permit C~o -,~~ LEGAL 2. DESG LOTNQ ~. ~+ BLOCK TRACT OJRSUBDIVjIG-ION (7 ,L~µi p (^SEEATTACHEO SHEET) , CO ~1 S,C~ F\JC;I ~^J IZA IBS DE OWNER MAIL ADDRE55 ... ZIP PHONE.' yj Z.~ 3. S EV~+SANys ,` Np~ t~'2t~ M4aesl ~ ~d ~-„+ .7C`t3~3~ A ~l-Silo FD . c >s Zt CONTRACTOR `MAILAtiDR SS PHONE LICENSE NO 4• p ,~ e~-NY.=Ne. ~8cr w g2 s~;+• fe Gla~,+L~Gd ~~~-Q~slc IeG3(~ ~ ~ ~ FN C HITEC OR E NGIN ERp RECORD IL ADDkESS PHONE LICENSE NO MH 5.SK.Pzi~ ~~ '1 `jUN°' °~' ' 'K Ir.,c} Y"t ~ Cu "611021 9l'0=~1Z"1=95iC1 32°11 Z MS DESIGNER MAIL ADDRE55 ~ ""' '"PHONE LICENSE NO s. _ RF CWSS OF WORK 7 " ~ ~ ENERGY CODEFEE USETAX CENSUS CODE G.LS. FEE ' NEW ^ ADDITION ~1 ^ ALTERATION ^ REPAIR ^ ~~~ ,~ p 0 / Q' / ~ CJp USE OF BUILDING . 8 ~~e PLAN CHECK FEE PERMIT FEE ' ONING FEE " 1 . iN t~ rrit\ ~esi 4' ~ 13t `l .2C~~ ~~ 7' 3 VALUATIO OF WORK '' S U O G r 9 Q Q ARE FO TA E 10 • ` Type of Construct on ~ Occupancy Grou Lot Area ou . g'' 90781 . 3 ~ I~ ~IJ , 11. Is there food service in this building ^'vesj2fwo (raaP`BUne:~t). No.mstorre: ooo.LOaa ~. 1 ~~ GQ r ~ ~I ~~ 12. Is LPG used?'}~vES-^ No w- ' NO.OFEEDROOMS Use Zone Flre Sprinkles Requiretl4 ^Yes o 13. ParcellD# ~( il~-~ ~1-QI-(~j~-~' Exlsyw~ ADDeo , p (~ Alarm System Requiretl? ^Yes ^No 14 ` . Remarks S Q Q No. of Dwelling Un is OFFSTREET PARKING SPACES ~ ' ~ Coveretl Uncovered '. n ., \ ~ (Z SPECIAL APPpO'4AY:S~~ OUIRED AUTHOPIZEGBY DATE .. ZONING `:.. .,. ~. L ~ : H PC T`.; ~"~'"'.~ -- ~ °?' .. .. ~ ~. .T , . ~' ....., ~ PARK DEDICATION, PRESUBMITTAL APPLI TION ACCEPTED PLAN CH CKEO APPROVED FOA ISSUANCE ENVIRO HEALTH ` ~ ,P~ ~ ~ '~~ /~ y~ ~ ENGINEERING ` Tf G ,. BV ~(~! - L BY BY BY PARKS __ V DATE Ly DATE ~ DATE FIRE MARSHAL ; DATE WATER TAP I" 1 NOTICE SEPARATE PERMITS AREREQUIRED FOR ELEC7RrCAL; PLUMBING HEATMG ` ASPEN CONSOL SAN DIST ' ~ , , VENTILATING OR AIR CONbITIONING. " , OTHER - 3 ''. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTI"ON AUTHORIZED IS NOT COMMENCED WITHIN 1`80 DAYS, OR IF CONSTRUCTION-' OR WORK IS'BUSPEIQDED: CR ABANbO'TIED xOR'A PERIOD OF 18b DAYS AT PAYMENT OF PITKIN COUNTY USE TAX ANY TIMEAFTER WORKIS COMMENCED'.' ^ MONTHLY OROUAR7ERLY RETURNSWILL BESUBMITTED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION ANb._ KNOW THE SAME TO BE TRUEAND CbRRECT ALC~PROVISIONS OF LAW5 ^ DEPOSIT METHOD 0.5 %OF25%OFTHE PERMITVALUATION PAID ~ I " ` AND ORDINANCES GOVERNING THIS TYPE OF WO'RIZ WILL BE COMPLIED AT ISSUATJCE A FINAL REPORT ON YOYAL`%CCTl1ACCb`S`t"MUST WITH WHETHER SFECIFIE,O HEREIN OR NOT THE GRANTING OF"A PERMIT' BE FILEDWITHIN'90 DADS OF Sl76STANTIACCOA~P~ETfDN 6F I. DOES NOT PRESUME TO GNEAUTNORITYTO VIOTATE"O`FI CANCEL THE PFIO-' WORK AND lOR ISSY7AFfCE'OFTHE CERTIkYCATEr"0~`d'BLO'PAl"JCY. '" VISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION' OR THE PERFORMANdE~OP CONSTRUCTION: IT ISMY~RESPONSTBR.ITY TO ^ EXEMPTEXEMPT OAGANIZATIOM " REVIEW THE APPROVED PLANS AND ANY COMMENTS THAT ARECONITAINED THEREON AND SEE THl1T'THE STRUGTTIR-E ANb/OF PROJECT'TS BUICT~IN' ~ ^ RESALE: STATE&PITKIN COUNTRY AESALE NO COMPLIANC~ WIyy~~aLL APPLICABLE CODES .~ ~7 °i.%f~7-- 2- 2'3 - G f ANYONE WHO USES AND/OR CONSUMESBUILDING MATERIALS ANDFIXTURES IN slGNaroR colKwACTOR ' ' (DATE) PITKIN COUNTY IS SUBJECT TO THE0.5"/o'USE TAX. PROPERTY LIENSMAY BE PLACED ON THE OWNER'S AND /OR THE CON- SIGNATUREOFOWNER ~FOWNEkgU¢OBR7 (DATED TRACTOR'S PROPERN WHEN USE TAX15 NOT PAfD I HIS FORM IS A PERMIT Energy Cotle V®Iidatlon Plan ~L~4: ~;~}. $~3 G-~ S ~~Q °'7 ~lr~ 3/o DATED ~ ~ 'WOF ' '"'L~ontng~alir`I"aton "`~° 3~~.O~f 1~~~,0~ 130 S. Galena ASP~E'N~~ PYTK Aspen, CO 81611 970/920-5090 920-5448 Inspection line PITKIN C Applicant to complete numberedspaces only ~OMMUI'~17"Y DEVELOPMEMF DEisAFETMENT General ' ~P`EA~Ii'if~T'"A`P~1.1~~~1-7~10~11` ~ ~~°,(7~y~yy~ Permit ~; UNTY~SI CITY OF ASPEN ^ PERMIT N -~=~,~`-~' / y~ ,. L-„y/\ JOB ADDRESS ,p` ~~ ~ ~-~ 1. U C BD LEGAL '- LOT NO. BLOCK (^SEE ATTACHEDSHEET)' T TOR SUBDIVISfON ~ / J PHONE MAIL ADDRE55'""~` ZIR OWNER ~ s. F . CO TRACTOR "" MAIL ADDRESS "' ~~ ~ `~PRGNE ~ LICENSE NO ~~ ' -( 4. ~ 7 ~ r '1 ~ ~ F~ ~ ~ ARCHITEC OR ENGINEER 0 RE ORD MAIL ADDRESS PHONE ~ LICENSE HD • _.._ 5. MS C DESIGNER MAIL ADDRESS PHONE LICENSE NO RF s. CLASS OF WORK ENERGY CODE FEE USE TAX CENSUS CODE G.LS. fEE ~• ^. NEW ^ ADDITION ^ ALTERATION ^ REPAIR ^ N USE OF BUILDING 8. sr PLAN CHEC FEE ~~, PERMIT FEE ZONING FEE VALUATION OF WORK SQUARE FOOTAGE -"'--'---'-'- Type of GOn5lNCt on '-"'"""'-- Occ panty Group Lot Area 9. $ 10. 11. Is there food service in this building ^ Yes ~ No (roiaisauil~n~: qua ~°I Np ersmriea opp.LOaa '-- I 12. Is LPG used? ^ ves ^ No NO OF BEDROOMS Use ZOne q . Fiie Sprinklers Requiretl? ^Ves^No 13. Parcel I~ # EXISTING ADDED ^ ^ //(('^''~~.Q ( ~ Harm System Requiretl? Yes No 14. emarlCS I l Ll Q q. ~O ( No. of Dwelling Un is OFFSTREET PARKING SPACES ^ 1 Coveretl Uncoveretl ' S CIAL APPROVALS REDD(RED AUTHORIZED BV DATE NRD. v PARK DEDICATION 1 ' PREGUBMRTAL gPPLICATION ACCEPTED PLANS CHECKED APPROVED FORISSUANCE EN .HEALTH I ~ ENGINEERII`~J~ ~r BY k ~ BY PARKS - BV BY I ~ ~ ~ ~1Q FIRE MARSHAL D DATE ~._ DATE GATE WATER TAP S NOTICE S ABATE PERMITS ARE REQUIRED FOR ELECTRICAL PLUMBING HEATING; ASPEN CONSOL SAN DIST , VENTILATING OR AIR CONDITIONING. orHER THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION' ~ PAYMENT OF PITKIN COUNTY USE TAX OR WORK IS SUSPENDED OR ABANDONED FOF(A PERIOD OF 180 DAYS AT ANY TIME AFTER WORKISCONIMENCED ~ ^ MONTHLYOR QUARTERLY RETURNS WILL BE SUBMITTED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND_ ^ EPOS T % ° KNOW THE SAME TO BE TRUE AN6 CORRECT ALL PROVISIONS OF LAWS D IT ME HOD 0 5 OF 25 / OF THE PERMIT VALUATION PAID ~ ' AND ORDINANCES GOVERNMG THIS TYPE OF WORK WILC-BE'COMPLIED' AT ISSUANCE A FINACREfsOR1`bNTOTALACTGAL`COST MU57 WITH WHETHER SPECIFIED HEREIN OR~ N07 TRP GRAN7ING'OF A PERMIT gE FILED WITHIN 90 DAYS OF SUBSTANTIAL COMPLETION OF DOES NOT PRESUME 70 GIVE AUTHORITY TO VIOLATE OR CANCEL THE PRO- WORK AND(OA ISSUANCE OFTRECERTIFICATE OF OCCUPANCY ' ' VISIONS OF ANY OTHEF! STATE OR LOCAL LAW REGULATING CONSTRUCTIORf OR THE PERFORMANCE OF CONSTRUCTION 'rf lS"MV RESPONSIBILTfY TO ^EXEMPT.EXEMPT ORGANIZATION ' REVIEW THE APPROVED PLANS AND ANV'COMMENTS THAT ARE CONTAINED THEREON AND SEE THAT THE STRUCTURE AND/OR PROJECT iS BU(LT1N' ^ RESALE: STATE&PITKIN COUNTRY RESALE NO. ' COMPLIANCE WITH ALL APPLICABLE CODES ' ANYONE WHO USES AND / OR CONSUMES BUILDING MATERIALS AND FIXTURES IN SIGNATURE OPCONrRACroR '° '- - (DATE) -- "' PITKIN COUNTY ISSUBJECT TO THE0.5°l°USE TAX. '. PROPERTY DENS MAYBE PLACED ONTHE OWNER'S AND /OR THE CON- sIGNAruRE Of owNER pF OwNEgeuILOERI ''. mArE7` TRACTOR'S PROPERTY WHENUSE'TAX IS NOT PAID THIS FORM IS A PERMIT ONLY WHEN VALIDATED -.:. WORK5TARTED MITHDUT PERMITWILL$E DOUBLE FEE Energy Code Valitlation Plan Check Valida4ion Zoning Valitlation Permft Validation 0.5%OSe Tax Deposit Validation V PLIJ `-^T30"S. Galena Aspen, CO 81611 970/920-5090 ' 920-5448 Inspection Lin i 1 ~~ Permit Validation ~ ~~/p ax Deposit Validation ~. - COPIES:WHITE-FILE COPY ~YEL PPLICAN7~~ ~ D ASSESSOR ~~ Plumbing /Mechanical Permit is being issued on the coriditio hat. 'I~ems ~e ste a the ~' '^;~~u approved plans. Anydeviatibri shall require'a change order/or removal at the applicants a pense. ALL PLUMBING ANDMECHANICAL"PERMITS AREREQUIREDTO BEONJHE.JOB SITE. i.. '. _ ~ ~~~-. _-.~---~-~-~---- I ASPEN •PITKIN COMMUNITY DEVELOPMENT DEPARTMENT oZoo.~<aZC e PITKIN COUNTY; ,~, CITY OF ASPEN ^ PERMIT NO. JOB ADDRESS .., ,....... ..._. „:.. . _. .. 023 Cherokee, l_ctt~e. ~eds~oNe C3_ $eto23 OWNER MAILADDRESS ' ZIP ~ "'- '- PHONE - '' s-;~vl~ -~--s ,ut~ r~zo9 ma•es~}~c. ;d ~d Avs~-1`~-r ,s 5,~-z~~-s~~h rJ wva PLU N CTO AILA R , HONE ICENSE NO . T ICEN " E NG." ~~\1~ ~ CO ~l~ 3~~ 1 Q3T~ O ~ ~ 3~Z N~i~ ~ ` p ,Vm9 ~SO COUN 99 OO 11 . . ARCHITECT OR EN R' MAI ADDRESS PHONE LICENSE NO. ' 2 ` ~ Q " ~ 1 ) &+~tµ Co 8~ta21 1 SK t 2i h~ 7 S.iNS~FF D~. vol~~ 927- S51t~ 329 . USE OF BUILDI GENERAL CONTRACTOR BUILDING PERMIT NO. , -' 1 ` ' l ~ Q ~' . r ~ l ENS-: sns c p Raw 3 ~r9.2.~ e.n iYlcttsv e. a classoFwoRK: NEW 17 ADDITION ^ALTERATION ^REPAIR ~lsahereare5taurant in thi5buildmg7Yes:O No~ Type Of FUeI: Gil ~ NaiUrdl Gas 7 LPG WILL PENETRATIONS BE MAD~'IN FIREaESIS7IVE C`ONSTRUCTICiN? YeS O. NO Ifyes,a plan review Is required. Describe w o rk: PERMIT FEES ~" j r p f V ~l~ ~,G tJ ~~t~y C_TiO~ NO. TYPE OF FIXTURE OR ITEM FEE Water Closet (TOJet), Bidet ' 2 Bathtub "~ Lavatory (Wash Basin) 'L Shower Kitchen Sink & Disp. Dishwasher Z. Laundry, Bar, Utility Sinks Clothes Washer Floor Sink Floor Drain SPECIAL CONDITIONS: WatEY Heater M/BTU ea. Gas Systems: # Outlets V .. ~ i Water Piping &Treating Equip. ~ , ~ i / O h r I t e APPLICATIO N AC EPTED: PLANS NECKED: APPROV E D F OR ISS ANCE: ~~ ,(( U~ U ) - -y ~ ~i /~ - - ay I b sy ~ ey/ / y" 7/ 7 - O ~ O pato oalo Dd1~ ` Plan Review $ NOTICE - Fixture Fee $ THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED I5 ___ Permit. $ NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED` ORABANDONEDFORAPERIODOFt80 DAYSATANYTIMEAFTER WORKISCOMMENCED. _ SUBTOTAL IF THIS PERMIT IS ISSUEDTOR PROPERTY WItHINYRE ASPEN'CONSOLIDATE'D SANIT'A`= TI 'A Use Tax $ ON DISTRICT THE PROPERTY OWNER IS RESPONSIBLE FOR DDITIONAL SEVJEFt USE - - FEES. TOTAL DUE , IHEREBV CERTIFVTHATIHAVE READAND EXAMINEDTHISAPPLICATIONAND KNOW THE I SAME TO BE TRUE AND CORRECT ALL PROVISIONS OF LAWS AND ORDINANCES' - GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WRH WHETHER SPECIFIED SELECTION OF METHOD FOR PAYMENT OF USE TAX HE OR NOT.THEGRANTING OFAPERMIT DOES NOTPRESUMETOGIVEAUTHORITV O MONTHLY OR QUARTERLY RETURNS WILL BESUBMITTED. ` T IOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL I_AW EGULATI~GGCONARUCTI' N THE PERFORMANCEOFCONSTR CT(ON. Imo- ~r~ a DEPOSIT METHOD: 0:5% OF 25% OF THE PERMIT VALUATION PAID x T PoFC oR A oarzepAGENT (oATE1 NOW AT ISSUANCE. FINAL REPORT~ON TOTAL ACTUAL MATERIALS ` COST MUST BE FILED WrrHIN 90 DAYS AFTER'COMPLETION OF WORK I ATURE OF OWNER owNE'R 6uiLOER) ~ (onTEt . GENERAL CONTRACTORS CHOOSING THIS METHOD NIUSTAEPORT' OWNER/APPLICANT. The untlersigned applicant to personally perform plumbing work on Me descnbetl property or resitlenc rte eby certifies, esa contlupri ofissupnpe of such permt that the above described ' AND REMIT TAX FORACL SUBCONTRACTORS THAT DO NOT OBTAIN, propsrry or resitlence s ownetl by the appl cant that the apps cant Is not engaged n the business of construction'or remotlal ng antl sucKproperty s not vitendetl for sale or resale nor Is t rantz( properly 7HEIROWN PERMR.VALUATION: ' (oeeup etl orto be occup etl by tenants whetherimns enl'o permaden[),'odFwlll t be gene"relly'open to thB pbl'c.lt'suntle5tootl mat compliandewth inese essUrances'sacondition otthe ssuancedfaplumbirig' per it to the applicant pursuant to Ina provis ons of C.R.S S ctlon 12 58-113 (2) (as amended) an'd ffi2t O EXEMPTSTATE&PITKN COUNTY RESALE NIS failure to comply herewith will be grounds for revocation of the plumbnq permit or any'certficMe of EXEMPT ORGANIZATION ' occupancy Issued wim respect to the property orresitlencadescnbetl. _ „~ Applicant Dete' ~_ I r, - __ PLUMBIN PERMIT APP:CATION i 130 S. Galena C~ Aspen, CO 81611 ASPEN •PITKIN COMMUNITY DEVELOPMENT DEPARTMENT bb ^ O 970/920-5090 920-5448 Inspection Line PITKIN COUNTY ~, CITY OF ASPEN ^ PERMIT NO. Ca,$~'1 ZDO l JOB ADDRESS ~ ` V y ~ i- ~~a0 F.£Q SUN ~ FYOi`.~~ONI. CO (J1 L(~' ~-~J OWNER MAILADDRESS ZIP' PHONE ' i~L 1 t 51'e~ev- SaNis ~ CSNCti I~I~ `PS7tG~y QQ. }~NTX~$nI~JF) Sl`L~ZZDO-~SI.O~yJ' PLUMBING CONTRACTOR .MAIL ADD ESS. PHONE CIN LICENSENO. 'STAfiE'LTCENS~NO' Hid ~ le I~ bi y Sul IG I ARCHRECT bR INE~ ~ MAIL ADDRESS PHONE LICENSE NO. '. - P ' c~ f ~'x~~:~(Z1. t~r.~; V I'~ [o G)tn21 - S ICS 32R`1 USEOFBUI``LgING p-~ ENERAL CONTRACTOR BUILDING PERMIT NO.' \ class of woRK: NEW O ADDITION ^ ALTERgTION 'O"REPAIR Is there a restaurant in tfils'6uilding? Y O No 0 Type of Fuel: Oil ,C Natural Gas O LPG I F WILL PENETRATIONS BE MADE IN FIRE RESISTIVE CONSTRUCTION?: YZS ^ NO b If yes, a plan review is regtiired. Describe work: PERMIT FEES g W ~ ~ I ~ O~ NO. TYPE OF FIXTURE OR ITEM FEE Water Closet (Toilet), Bidet BatMUb r- ~ ... ....,.~....m. 1 ~ Lavatory (Wash Basin) fl IFATFn e71 tb / IV$a r ~ atz v+c, : ,c T#fS'ft Tg i1Q ET}~ Shower ~' ~ , . L -1S;Y O OTI C d.iJ11Q$$tOCI ;Pei: a E 1 8TYlS ~ Kitchen Sink & Disp, TCO,iZeStrG~. aXC OTl tkll', a~.+giTG'VC~ Dishwasher q (14aI7$ its/ GCUHat1Gri SY1aa TCC~a17XC & Laundry,Bar, Utility Sinks C~la?ibOCTdC: / CX X5'.TnOVar at'tfie I Clothes Washer ,ap~,~spaYnj'a °7CficnS~`. ii, ~" t'4.J d ,z ~ Q FloorSlnk /'k~l :d: r;~(`T ry. "y.a~~,'w z..y .^S.~':~i."117 ~.~ ~j Floor Drain SPECIAL COf I I .C,r. ; °- >. f, k"'=~ .a `" ` ~ ~ • u DITK7NS" "' ~ ' ~ WaterHeater M/BTU ea. ' Gas Systems: ri Outlets Gr I Water Piping & Treating Equip. W ~ ~ ~ Other APPLICATIO N CEPTED PLAN CHECKED: APPROVED FORISSUANCE r ~ ' ~ " ~ © Data Dale ofie Plan Review $ NOTICE - Fixture Fee $ THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS Permit $ NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENbED ORABANDONED FORA PERT"ODOF180DAYS ATANYTIMEAFTERWORKISCO1vfMENC~b:~ SUBTOTAL $ ' IFTHIS PERMIT IS ISSUED TOAPROPERN WITHIN THEASPENCONSOLIDATED SANITA= TION DISTRICT THE PROPERN OWNER I R O R ` Use Tax $ S ESPONSIBLE F R ADbITIONALSEWE YISE FEES TOTAL DUE $ IHEREBV CERTIFI'THATIHAVE READAND EXAMINEDTHISAPPLICAYION AND KNOWTF7E SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE `COMPLIED WITH"WHETHER "SPECIFIED' SELECTION OF METHOD FOR PAYMENT OF USE TAX HEREIN OR NOT.THE GRANTING OFA PERMIT DOES NOT PRESUMETO GIVEAUTHORfTS ^ MONTHLY OROUARTERLYRETURNS WILL BE SUBMITTED. TO VIOLATE OR CANCEL THE PROVISION6OF ANV OTHER"'STATE`OR COCAL"CAW' REGULATING CO 6T ION OR THE PERFORMANCE OF CONSTRUCTION. "- f 2_Lp ;. ©/ ••~j/j~AU i O DEPOSIT.METHOD:0.5%OF 25%~OP THE PERMIT VALUATION PAID sIGNATUR,'yCF CONrRACroR oR AUrrloRlzeD AGENT. (gnrE) NOW AT ISSUANCE. FINAL REPORT ON TOTALACTUACMATERIALS ' COST MUSTEE FILED WITHIN 90 DAYS AFTER COMPLETION OF WORK: slGNgruRE of owNER (IF OWNER auILDER) (DATE, GENERAL CONTRACTORS CHOOSING THIS METHOD MUST REPORT OWNEfLAPPLICANT TM1e undersignetl phlicant to personally perform plumb ng work on tM1e dasa bed property or resitlenca hereby certifies; as acdnditipn onssuance o(sucM1 permfl. tnanhe alidve tlescr bed"' AND REMIT TAX FOR ALL SUBCONTRACTORS THAT DO NOT OBTAIN` property or residence is ownetl by the applicanC that me applicant s not engagetl n me 6uslne"ss of construction or remotleling; antl sucM1 p operty Is not intentletl for sale or resale nor Is it rerHel property THEIR OWN PERMIT. VALUATION: ' (occupietl orto be occupied by[enaMS, whethertmnsient or permanent), nbrwlll the genBrallyopenrofhe ' pubic Iris untlerstootl mat compliance with mesa assai'ances sacontlitidrioRhe ssuanceoreplumbing perm t to the applicant pursuant to me Provlslon3 of C.R.S Section 12-E8-113 (2) (as amended) and Ihaf O EXEMPT: STATE&PITKIN COUNTY RESALE N6: ' fauure to comply herewith will be grountls for revocation of the plumbing perms or any bertfic'ate oY' EXEMPT ORGANIZATION ' occupancy issued wifi respect to the property or resitlenbe describatl. ' ApPlicanL Date' l~ rermn vauaatlon 0.5% Use Tax Deposit Validation"' ~~ COPIES: WHITE-FILE COPY YELLOW-APPLICANT PINK-FILE GOCb-ASSESSOR, -V~~~r~i ~- . .. ELECTRICALYP.ERMIT APt LIGATION :13 130 South Galena ASPEN *PITKIN COMMUNITY DEVELOPMENT DEPART NT JC~~by ~ 0 a~ Aspen, CO 81611 PITKIN COUNTY CY' "CITY OF ASPEN / 970 / 920-5090 ~~ ~'~ ~~p, 0'{0 0 970 / 920-5448 Inspection Line P RN11T O: . w,..~ _. JOB ADDRESS (# AND STREET) ~ ~o e~ ~. - R~5 ~ OWNER n .. ;.- PHOI`~E -...... .. W ~~tX~ ~~ eV ~ a- s ELECTRICAL CON, RHCTOR.. Q^~\C ~,A C, ~`OM. ILING ADbRESS i ~ ~~~~PHONE "~- '~ LOLO. LIG # ~/ ' C~' `i•• • ` S Ci`\J R BUILDING PE MI Yk" ` ` ~ l~4 O~ OCCU ANOV GROUP $ ELECTRICAL VdpWA710N' ~ SQUARE F OOTAGE ', « O'i. O l 7SS DESCRIBE CLASS OF WORK ^ADDITION ^ ALTERATION 11~ NEW ONSTRUCTION SERVICE ^ OTHER DESCRIBE WORKIN DETAIL (FOR ADDITIONS,ALTERATIONS, INDICATE TYPE, NUMBER AND LOCATION OF SOURCEOF CIRCUITS ' J W ~ c - '2 ~-.o VYIc_, 3 ec,-~-r ~ SQS i c.SL OWNER/APPLICANT: The undersigned applicant to personaly perform eCeciiicai'work on the described property or residence hereby~cerfifies as a cohditiori~df issuance of such permit, that the above described property or`resltlence is owned by the applicant. that the applicant is not engaged in the"busiriess of construction or remodeling: and such property is not intended for sale or resale, nor isit rental property (occupied or to be occupied by tenants, whether transient or permanent), nor will it be generally open to the public. It is understood that compliance with these assurances Is a condRwn of the issuance of an electricai'permit to the applicant''.pbr- suant to the provisions of C.R S Section 12 23 111 (2) (as amended), and that failure to comply herewifh will be grounds for revocation of`the electrical permit dr any certificate of o'AccAupancy issued with respect to the property or residence described Applicant: Date: ' //y/~//-' K ,~...~-~ ~ e 8 0 "" l PAYMENT OF PITKIN COUNTY USE TAX USE TAX PERMIT FEEA~ DOUBLE ~/ ((^ dMONTHLV OR QUARTERLY RETURNS WILL BE SUBMITTED $ $` n / a!l ' ~ 0 6 ^ DEPOSIT METHOD:.S%OF 25%OF PEftMIT VALUATIONPAID NOWATISSUANCE AFlNAL REPORT ON TOTAL ACTUAL MATERIALS CO5r MUST BE FILED WITHIN90 DAYS OFSUBSTAMIAL COMPLETION OF WORK AND/ORISSUANCE OF CERTIFICATE OF OCCUPANCY. ' . APPROVED BY FIRE MARSHALL DATE EXEMPT: EXEMPT ORGANI7ATION "" -^ RESALE: STATE AND PITKIN APPROVEDBV HPC DATE ANYONE WHO USES AND/OR CONSUMES MATERIALS ANDFIXTURES IN PITKIN COUNTY fS SUBJECT TOTHE .5% USE TAX. PROPERTY LIENS MAY BE PLACED ON THE OWNER'S AND/OR THE CONTRACTORS PAOPEFiT1'WHEN THE'' USE TAX IS NOT PAID. ^ NQT~VE ~ BUILDIN ABiMENTACCEP7ANCE ~' Far all work done undef this permit, the permittee accepts full resporisibillty for compliance with the National Elecfdc Code; the Cify of Aspen ordmanoes, and ali other odunty I'osolutions,~cit`y`"o"rcll=' nances, state laws, whichever applies. Permit sublet[ to revocation or suspension for violation df an laws overnin A t f ApPRO D e DATE ~ ~~ t3 lf y g g same. n accep etl inal electncal inspectwn shall be obtained prior to using ~~ the electrical system A final electrical inspection shall be re uested ithin 48 h fter lef p . IT VALIDATION . q w ours a comp - ing an elechiC2l~i/StallatiOn. Y~ ~~ ~ ~ DATE / ~~ ~10~ R IEPT N C'f~~~ TOTAL ~i ' $ l jay ~ ~ SI NAl RE OF APPLICANT "' ` DATE + , ' o~ 'a/v`Ay / 1 1 s WIiIIE-FILE GOPV CANARY-APPLICAM PINK-FILE GOLD-ASSESSOR I --~ MECHANICAL PERMIT APhLICATION , 130 S. Galena ... .. Aspen, CO 81611 ASPEN*PITKIN COMMUNITY DEVELOPMENT DEPARTMENT 970/920-5090 ,. 920-5448Inspection Line PITKIN COUNTY ~ CITY OF ASPEN ^ PERMIT NO. 281 • ~d~' JOB ADDRESS ..,_ ,-... ~ ~. .mx x-k wu,., «.T x... ~. .rr,M ~s%~, (,~. rH u ,, ,, .:~`h ^~m OWNER MAIL ADDRESS ZIP PHONE S7e~e.a-3eaut'on ~F 1 "es~c ~ Kd ~~N 73 512=Z(o~-8(0l(O MECHANICAL CONTRACTOR , MAIL ADDRESS PHONE LICENSE NO (YIQNV 1b. ~T. G Soo 82 gc+i~efao C~knwesc~ fo~rfocil y5-C~~o IOcIC7 ARCHITECT OR ENGINEER MAIL ADDRESS PHONE LICENSE NO I $ ~ ~Q '"1(a Sumse'~ K va~~ ~ 1~ Co Sllo2 2'7-9510 29 .Z USE OF eUILDINGee ~~ (n~ GENERAL CONTRASCTOR '' ~ ~~B^^U~~ILr.~tD~I~NrGAqPERMII~".yN~0. I~l2Sl Q..()TIGCY Nii 2\~~ENT. ~~13Ci. Voaa-I'2\hJ~'. I...1 ' cuss of woRK: NEW QADDITION Q ALTERATION ,REPAIR IStherearestaurant in thisbwldmg? YesQ N~ ___ x. ,_.~, ..,,- ... WILL PENETRATIONS BE MADE IN FIRE.RESISTIVE CONSTRUCTIONS Q YES ~JO If yes, a plan review Is required DescRleE woRK: ~ ~ ~ e. Type of Fuel Oil Q Natural Gas Q LPG PERMIT FEES ' No. Type of Equipment ~ Fee Forced Air Systems-Gravity Systems-B 7 U Wall, Suspended or Unit Heaters Dryer Vent i Appliance Vent Htg., Refrig., Cooling, Absorption Unit Repair, Alteration or.Addition to Existing System Boilers Qncludes vent) B T U ' SPECIA ONDITIONS: Air Handling Unit- C.F.M. Evaporative Cdofers' '~ ~ Ventilation Fan - ~~ ' -. Range Hood APPLICATION A EPTED: PLANS CHECKED: P PROVED ISSU ANCE: A FOR 3 Gas "piping' ~ - - pb . ~ ~ l ~ ) r'1^----~ i Gas Log Fireplace and/or Gas Fireplace Appliance s 10 sy a 5 Other ~3~ Dale Dare // o41a~ ~ ~ Plan Review $ NOTICE Fixture Fee THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AU- Permit $ THORIZED IS NOT COMMENCED WITHIN 180 DAYS, ORIF CONSTRUCTION OR WORK ISSUSPENDEDpR ABANDONED FOR A PERI D OF 180 DAYS AT ANY SUBTOTAL $ O TIME AFTER WORK IS COMMENCED. Use Tax $ IHEREBV CERTIFY THATI HAVEREAD AND EXAMINED THISAPPLICATION AND KNOW THE TOTAL FEE $ ] Q SAMETO BETRUEAND CORRECT. ALLPROVISIONSOFLAVJS'ANDORDINANCES GOVERN ING THISTVPE OF WORKWILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOY. THE GRAMING OF A PERMIT DOES NOT PRESUME TO GNEAUTHORITYTO VIOLATE OR CANCEL THE PROVISION50F ANV OTHER STATE OR LOCAL LAW REGUL4TiNG CON; STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. FF" ~~ -y~~/ // //' ~ ~~ ~3- ~ /tJ /2Z ~~' PAYMENT OF PITKINCOUNTY USE TAX ' ~ MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. '. `d' ..EPOSIT METHOD: 0.5%OF 25% OF THE PERMIT VALUATION PAID AT ISSUANCE. A ~i~\PI OCCUPANOY7ON TOTAL ACTUAL COST MUST BE FILED WITHIN 90 DAYS OF tE OF SUBSTANTIAL COMPLETION OF WORK'%1ND/QR ISSUANC6'DFTHE CERTIFICA uu a siGNATURa OF CONT cT oRAUrHORIZEDAGENT (pATEj ~ IXEMPri -STATE&PITKIN COUNTY RESALE NO ' EXEMPT ORGANIZATION ' ANYONE WHO USES AND/OR CONSUMES BUILDING MATERIALS AND FIXTURES IN PITKIN COUNTY IS SUBJECT TO THE 3:5% USE TAX. PROPERTVLIENS MAY BE PLACED ON THE SIGNATURE OF OWNER (iFOWNaR BUILDER) (DATES OWNER'SAND/ORTHE CONTRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID. ~', \ Permit Validation 0.5%Use Tax Deposit ValiBation -\~\F IIS~vO f t Plumbing / Mechahical Permit is being Issued on the condition that all Items request d ~,~t'gg .R ~y~ I approved plans Ariy devlationshall requlrea change order/or removal at theapplic t'6.~x ense. 0 ~3 @U~ ALL PLUMBINGAND MECHANICAL PERMITS ARERI=OUIRED TO BE ONTHE J c~~~ COPIES: WHITE-FILE COPY YELLOW-APPLICANT PINK-FILE GOLD-ASSESSOR .p. ~ MECHANIC,AL PERMIT APB LIGATION 130 S. Galena ... ; -.. Aspen, CO 81611 ASPEN~PITKIN COMMUNITY DEVELOPMENT DEPARTMENT ©~.7~ 970/920-5090 T 920-5448 Inspection Line PITKIN COUNTY ~ CITY OF ASPEN `^ PERMIT NO.-.~a-~ ZC~ JOB ADDRESS ~a 8~~. ~.`b3 C ~oK~ L~~,e, 5'~or~2 Co `~1io2~ OWNER MAICADDRESS 21P - "" -" PHONE ' ~~VE a- S tv~s W `(!NP i !72 ,P ~c 1?e~ Ifc1 Avs~iN l8l'~~ SiZ-Zloi- $fc110 '' MECHANICAL CONTRACTOp MAILAp E55 PHONE LICENSE NQ ' y ~Nu ~. ~a i Z`&~ c h ' `b2 'Su i~l'e IOio ' wwrd 4`~` CY-,fs l b 3('j ARCHITECT OR ENGINEER' `M ADDRESS` PHONE LICENSENO. ` Pei ~ ~t ~fae uN+~ ~ 1~ Co ~il~z q'Ia •-'`iz7-95iD 3zri`I Z ' USE OF BUILDING ~~ yyG~"ENERAL CONTRACTOR ~j // BUILDING PERMIT NO. ' ,, CLASS OF WORK: ~O NEW ^ ADDITION ^ ALTERATION ^ REPAIR Is there a restaurant In tRiS building? Yes L7 No ~ r WILL PENETRATIONS BE MADE IN FIRE RESISTIVE CONSTRUCTION?: LJ YES ~NO f yes, a plan review is required. DISCRIeE woRK. • type of Fuel: Oil Q Natural Gas ~ LPG Q ~ ~ ':: ~jlN ~E ~0. \~ PERMIT FEES °-°°u^^ " '`a ~ No. Type of Equipment Fee 4 , ,, 41 rr i /v, „ S.~.v:b , ~ , rt rs~s;c 15 ~lC2ri~ ' . ~ ~ ~ Forced Alr Systems-Gravity Systems-B.T.U: ,. ~ Y" ...A ~ < v ~ x .p~ a. r-~ xU rc est~n az~ a c ' 2 ' Wall, Suspentletl or Unit Heaters ~ ,Ii ,r n ~ a tDpTOVL ( ~ M _ i i Dryer Vent ~ ~ A-x` L` xrsu tittLiA L V 0. 'i;2Ad1 VT~ C " / ° I t 12 0 i APPITanoe Vent ;: I . 3 z7T TP;T.LO Ja a 10 X 1 ' >> ~ ~ Htg.,Refrig., Cooling, Absorption Unit wp t L i =. i .. L t Ax ,~. A I ~ ~; ~, nT 6 r Repair; Alteration or Addition to Existing System ~, -, - ~• •- ,: ,~. .. , ,, .~.-: ~ Boilers (includes vent)B.T.U. SPECIAL COIJDITONS.~ ~u.-'~ ' '""?`"r'-`'" 9 " ~ Air Handling UriIF C:F.M: ` Evaporative Coolers ' Ventilation Fan ~ ~ ~ l Range Hood ' APPLICATION CEPTEa PLA S CHECKED APPROVED FOR ISSUANCE: ''L, Gas "piping" ~~ ~ ' I a s 1 ~~~ v " - Gas Log Fireplace and/br Gas Fireplace Appliance r Y a r ~ ) -' Other 3 b Dale o I o ( ~ ~ o a ° oar Plan Review $ NOTICE Fixture Fee $ THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AU ~ Permit $ THORIZEDISNOT COMMENCEDWITHIN 180 DAYS ORIFCONSTRUOTION OR ~ WORK IS SUSPENDED OR ABANOONED`FORAPERIOD~OF 180UAVS"AY ANV~'- SUBTOTAL$ - TIMEAFTER WORK IS COMMENCED. Use Tax $ IHEREBV CERTIFY THATI HAVE READ AND EXAMINEDTHIS ARPLICA710NANDKNOW THE' TOTAL FEE $ SAMETO BETRUEANDCORREC7 ACLPROVISIONS OF LAWSAND ORDINANCESGOVERN-"' INGTHISTVPE OF WORK WILL BECOMPLIED WITH WHETHER SPECIFIED HEREINOR NOT PAYMENT OF PITKINCOUNTY USE TAX THE GRANTING OFA PERMIT DOES NOT'PRESUME TO GIVE AUTHO}71YV YO"Vf6LATE OR" "_' CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGCILATING CON=" " ~ MONTHLY OR QUARTERLY RETURNS WILL RESUBMITTED. ' STRUCTION OR THE PERFORMANCE OF CONSTRUCTION~~ "` ~ DEPOSIT METHOD:0.5%OF 25%OF THE PERMIT VALUATIONPAID AT ISSUANG~EA FINAL DEPORT ON TOTAL ACTUAL COSYMOSYBE'FILED~WRHIN 90 DAYS OF ,~~ ~ Z_2~ _ ~ ~ A SUBSTANTIAL COMPLETION:OF WORK AND/OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. SIGNATURE ON CTOR OR AUTHORIZED AGENT' (DATE) ~" ~ EXEMPT: STATER PITKIN COUNTY RESALE NO. ' ' EXEMPT ORGANIZATION ANYONE WHO USES AND/OP CONSUMES BUILDINGMAT`ERYAL$AND FIXTURES INPIT40t/ COUNTY IS SUB IECT TO THE 3 5%`USETAX PRdF~ERTY I N `MAVB p C t O ~~ ~~' ,- SIGNATURE Of OWNER pF OWNER BUILDER) (pqr~. . . L E S E iA ED W H OWNER'SAND/OR THE CONTRACTOR'S RROPERTYINHBN USETAX IS NOT PAIO." .~ rerrnn vanaanon 0.5% Use Tax Deposit Validation Q ~~ ~~ .~ ~ ~ ~-~ J i ~y~ COPIES: WHITE-FILE COPY YELLOW-APPLICANT `PINK='EICE"G'OYU='AS`Sv~SSOR ~"` ~ "~ ~ `~ ~~' ~ ~ ~ ~ ' ~"`~' ASPEN*PITKIN COMMUNITY OEVELOPMENTDEPARTMENT 130SouthGalenaStreet•Aspen,Colorado81611 970/920-5090 j BUILDING INSPECTION CHECK LIST / pQ>Lo9 Inspection Reinspection Partial Complete Permit No. . Zfl61 ^ STEEL (Rebar) ^ ELECTRIC LUMBING ECHANICAL ^ APECC UILDING ^ Footings ^ Constr. Service ^ Underground ^ Rough ^ Foundation Insulation ^ R-Frame ^ Caissons ^ Underground ^ Waste & Vent ^ Flue(s) ^ Slab Edge Insulation ^ Roof Ventilation ^ Wall ^ Rough ^ Water Pipe ^ Gas Log ^ Insulation ^ Drywall ^ WaIlCores ^ Perm.Service ^ GasPipe ^ Combust.Air ^ Glazing ^ Spedial ^ Struc. Slabs ^ Fihal ^ GasTag ^ Ventilation ^ Pool ^^~°bile Home ^ Pads ^ Bonding ~nal ^ KiKit~h. Hddd ^ Spa L7 Final ^ Piers ^ Special ^ "Fire Sprihklers L'Final ^ Final ^ ^ Bond Beam ^ ^ ^ ^ Snowmelt ^ Accepted Accepted as Noted ^ Rejected ^ Reinspection Fee $ ^ You re r quired to make the following corrections on fhe construction which is now in progress: Contact Fire Marshal forsprinkCer inspection. `Rebar of footing to be made available for grounding. 'No occupancy or use allowed before certificate of occuoahcv is issued: UBC'9TSec 1°09.1° "' ' ` ' "'°" ""' "" "" -- Note: Instructions tolnspector:' DESCRIPTION: #8tories " Y Garage: Attached y ter` f+~ Detached: Carport Bedrooms ~ Full Bath ~ 3/a Baths ~ Yz Baths. ~ Kitcheri J- ACCESSORY UNIT: Living'_Kitcfien_Bath~ '~ ~e`droorer_`` (~~ ~, p ~~~~ Q Other: ~a`ll~re.~-- ~Jx~r~~YC-i3 CD ?d /r21~-T'aP '?`v ty i2oo`rTly>,~ t,t~~~L~~ c4T ?~ Fireplace: Make: Ofl~ t2J.ff5yt~ Gas Appliance: Make: Gas Log: Address: 2g~J lvN~~St~ Contact Phone Request Received GATE TIME AME Request for~~?M~ /T W `Th` Fpa`m pm /T~~p~Ec ' Datelnsp~~+/=~„Clnspectort~7+-iA'h/ f' (/ Intlepentlence Press, Inc. 4/02 , ~_--~ ,. ~~._., co ~. o ASPEN*PITKIN COMMUNITY DEVELOPMENT DEPARTMENT 930South Galena Street •.Aspen, Colorado 89699 970/92C-5C90 BUILDING INSPECTION CHECK LIST ~&6~ ~O / Inspection Reinsgection Partial Complete... i Permit No. ~ 9~.;~~~ ^ STEEL (Rebar) LECTRIC ^ PLUMBING ^ MECHANICAL PECC ^ BUILDING ^ Footings ^ Gonstr.Service ^Undergrountl ^ Rough ^ Foundation.Insulation ^ R-Frame ^ Caissons ^ .Undergrountl ^ Waste & Vent ^ Flue(s) ^ Slab Edge ltisulation ^ Roof Ventilation ^ Wall ^ Rough ^ WaterPipe ^ GasLog ^ In ulation ^ Drywall ^ Wall Cores ~erm. Service ^ Gas Pipe ^ Combust. Air Glazing ^ Special ^ Struc. Slabs Final ^ GasTag ^ Ventilation ^ Pool ^ Mobile Home ^ Pads ^ bonding ^ Final ^ Kitch. Hood ^ Spa ^ Final ^ Piers ^ Special ^ *FireSprinklers ^ Final ^ Final ^ ^ Bond Beam ^ ^ ^ ^ Snowmelt ^ /{gc~ted ^ Accepted as Noted Rejected ^ Reinspection Fee $ You are required to make theYol owi g corrections on the construction which is now in progress: * Contact Fire Marshal for sprinkler irispection: 'Rebar of footirig to be made available for grounding. *No occupancy or use allowed before certificate of occupahcy is issued. UBC '97 Sec 109.1 Note: DESCRIPTION: # Stories Garage: Attached Detached: Carport Bedrooms _ Full Bath _ "3/a Baths _ Yz Baths _ Kitchen - ,.... ~_. r .. , ACCESSORY UNIT: Living_Ki>cli'en_BQtli_Bedroom_ ~ ~~ Other. Fireplace: Make: Gas Appliance: Make: Gas Log "T ~/~. Contact, F Request Request bate JnsF Indepentlence Press, lnc. '. ~-- .~..< ,r ,. .. :. .., . ,.. I. a +.: ¢r_,ca PiYOj$CT ADI PExmt ~,~_ `'I`YF>; OF~WAI SIZE'OF"BI:DC INSPECTOIis" WELISEli (S) C GENERAti`COi 5TRYiCTCIIteiT D`ESC"~IP'I'I01 "FOIINDATIOr Visual field'iii`<. garage /first Field welding: (and optional' foundation pls 'each side / ea. "Set W f2 x`7911 surfaces (in' Iii 13/53.2: ' `Welder was of certified weld inspected for s . defects and peg ,.,.~m• witnessed. ~i ~v ,a /' //.-~ cuctura~steel~menihers fo he placed at beam /beam bearing conneCtion~ jsei d"efaYl s~o G _, INDjISTRIAL INSPEC'i'1dN - _ . -= SERVICES DAILY REPORT OF 1NSPECTiON P.O. Box 639 Carbondale, Cp 81623 (970) %3-8452 ph/fax 948-2508 cell _ DATE: November 28th, 2001 PROJECT NAME: Wyandt Residence PROJHCT ADDRESS: 0283 CherokeeLane, Redstone PERMI'F# 0869.2001 BLDG KEP'I': Pitkin County TYPE OF WALL: concrete !wood framed NUMB'Il"bF"`S'TORIES : multi INSPECTOR: Becky Gremillion LICEN5E# 0832411-85 W1:LDER (S) OR FABRICATOR: Steve Rocco / Rocco's Mountain Metal Crafters (welder certifications on file) GI!NERAL CONTRACTOR: Mannpell~ Enterprises 945-08$6 STItUCTIIRAL ENGINEER: SK Peightal &"Associates (Jack Albright) 927-9510 i DESCRIPTION AND LOCATION OF WORK; FOUNDATION /MAiN FLOOR PRAM#NGe . Visual field inspection ofwelding / Fabricatioai of structural steel members to be placed at • garage /first floor framing (shown sheet Sl.i). Field welding of TS columns to base and cap plates (2 each) per structural details 1 /53.1 and o~unal revutoa sheet C3.1 dated Ii/16/0_ . Jac1c .A,Ibn ht /SIC Peigbq~) at' oundataon plan /garage; bolt columm to W 18 x 40 header (stiff'eaer plates shop welded • each side /each end per structural detail 1/S2.1) wish A307 soft bolts. • Set. W 12 x 79 beam and secure to W i8 x 40,'erossbean- with fillet welds all around bearing ~:: surfaces (in lien of bolting with A307'9 in beam ~ beam bearing connection) per detail 13/$3.2. _ _ Welder was observed for proper procedures and techniques] welds completed by certified welder using properly stored E70181ow-hydrogen electrodes and were xnspected for size, length, "]option, and unless otherwise notod~ were free of visible defects and pert'ormed in accordance with AWS Ui.f No visual inclusigas or undercut witnessed. Work in progress.:....: ` /~ -. /, ~!o> h ----~ aoor~ --_..... ~t.c~-ba.T,~ ,.-~L Y p~,e~..e-- ......... -... . ~. xd3 vz`ii siozisaiso " _,. ~ .... w._ ~, a` PITKIN COUNTY. ROAD ACCESS/DRIVEWAY PEgRMIT APPLICATION i~ •~• ~~ , Permit Fe~e:~$~78QQ Receipt # Permit # (9~+•~~~~ I ~ti ~~- Read instructions on the reverse side before completion. THIS PERMIT MiJST BE KEPT ON SITE AT ALL TIIvIES. 1 Applicant N~ 2 q Ero i , c.~ ar ~'F,-c Pho e ~{`!S- ~$~~O `~ Address~3i7a F-4~hwa~$Z 5u~fe -O(a~G~anweac~ SP+ti~~, ~'c'~ glto`F'~ Property Owner ST2Vt ~- ~qro W~.~nrN."'!-" Owner's Address:_I"1Z0~1 (~3.25'E~e. R.`~se ~-c. r f(-us-~-~~t TIC -7$738 Legal description of property to be accessed- T~acT tl t Cr~s-4a~4 ~.s+en ~'s-Ict-E-es Located on the W esT side of County Road # ,also known as C~nl(1<a.. l.cs. Road (provide a detailed map showing the location). e.~do r Addres (P akin County staff will determine~th~ address) K~ ~Ne ~ 2Q~S~'oNC. , C O $) (o a~ Parcel ID number of property to be accessed a lO `~°1 "' a9~ ' O 1 - 00 `-~ (Call the Pitkin County Assessor's Office at 920-5160 for the pazcel ID number.) Length of permit.. 3 moN`ths _ --z Provide the following information: Construction to begin on (date) ASP ~, ~Q Is there an existing access? acs ~ n~o'E 4putootc~ - sho N o.. c 1 n~.~ . / !-'~ Do other roads/easements abut the property?` tfe S ~ ~ Agricultural access -- number of acres N 3 Residential access -- type/number dwelling units 1 s. «g~O 4 m, 1~~np ~! Commercial access -- number/squaze footage of businesses N /A- _,. Incl ed with this application shallbe the foil-o_w[~8 ~°~~' L~nveway plan/pro6le ~l~amage plan with County Road shown ~ 3` ,~a Gd' Compliance with ]and use approvals (v-l /Board of Adjustment approval (if applicable) ! '^ Specific site or vicinity (9' Access Easement Agreements (if applicable)a(~. M1~ Written proof of a licen r agreemen o ss roperty (if applicable) p(R, Applicant Signature: J Dater /7 ~~ Staff comments- ~- Date: Works Date: ~~ ~/ ~~~ CTcY~ ~ OVER GOMMUWIN 66 V July, 1999 ` ,.. t ~~~ ~` PITKIN COUNTY ROAD ACCESS/DRIVEWAY PERMIT APPLICATION Permit Fee: $170.00 Receipt # $g3~ Permit # 08Cr'~~2FY7J Appli~ Read instructions on the revezse side before completion. THIS PERMIT MUST BE KEPT ON SITE AT ALL TIMES. ~~~$3 ~T Sroc Phone 9`70'`'~y5-c7~$(G~ Address '~' $ ~ ~~Q-AO l~ ~..._Q v~ Property Owner T Ey E. ~ "~/}N + S W`(A t~ A T Owner's Address i12u`i ~0.itS~'t, ~~~~ ..F Avs`4 ` " ~X `I ~~ 3F> Legal description of property to be accessed l~-e ~ \i~ ~ Y u5~ ~~ va ~ ~'~~P S Located on the N~'•'4h side of County Road # ,also known as C~2.~o 109..,2 ~--~.a~- Road (provide a detailed map showing the location). ~a~3 Address of property to be accessed ~~-~d~~- ~~~- ~~ r-... (Pitkin Countystaff will determine the address.) Parcel ID number of property to be accessed 'ZC~~`~ - ao1 ~ ` 01- 00`} (Call the Pitkin County Assessor's Office at 920-5160 for the parcel ID number:) Length of permit Provide the following information: ~~ Construction to begin on (date) App ~ \ 1 , "Zt7 C/ } Is there an existing access? `i~`~ - Do other roads/easements abut the property? N cy Agricultural access --number of acres ~ Residential access -- type/number dwelling units t't'~S~ \ ~eSo ~-r yNii' Commercial access -- number%sq'uare~foofage of businesses ~ ~~~ I~ncl}~ded with this application shall be the following: 19' Driveway plan/profile ^ Drainage plan with County Road shown rt ^ Compliance with land use approvals ^ Board of Adjustment approval (if applicable) C7~Specific site or vicinity map ^ Access Easement. Agreements (if applicable) ^ Written proof of a license or agreement to cross RFRI-Ir1 property (if applicable) Applicant Signature: Staff Date: ~-2-~' ` ~ 1 Approved: 'Date: Pitkjn ~ y Community Development Approved~,~-' /~ i ~ ~~ Date: P;tlrin nn tvPnhli~ Works ,. ~ - ~. OVER July, 1999 ,. ~'""~, _ ~ ~+ . AUG-07-2001 TUE 0322_ PM FAX N0. t• Y, u~t f _ , n . , .. ,. .• . ., .. ., .~, _, .. s . - ~' SPEC~AI+ ~SP~CTION A1~ID:'CE,~,,'TWG A(iiREE1V1$N'T ~ . • C~UIVTX COMM_U1vXTY DEVEI.OP11aE1Vif , `•A$1zI~N/$ITKtN ''BUILDINGDIVI.SION' projoctNamelAd ress: W.,:,a,.~ ~ ;~5; .~..~~X yanilaiagPttuticNo. OR K To permit uppiicatits of projects requiring special inspection and /or testing per Section 17U1.1 of the Uniform Building Code(U.B.C.), ~ ;:, aETrOll A PE&l~lI'C CAN BE ISSCFEA ,7he owner, or the engineer or architelt of record " '""~ `~"""'~" °° " c ces of this aQreeement acid attar seeing ss the owner's agent, shall coraptete hvo (2) op' ~ h structural tests and inspections sclrgdule including the required aclcnowied~xttpts• A ecotutroctoa COnferellCe with the parties involved may bC required to review the. specie}, inspection... requiretnents sad procedures. 1 , AI.1'IiOVAL OF SPECIAL [NSPEC'POItS . l;aeh special inspector shall ~ ;r..at his/her ~~~~.~~~ ~ .~ w qualifications to t4u budding department and is ,subject to a personal tatirrview for prequalificatiotts. EacEi special inspectot shall b~ approved by the building depattencnt.prior to perfotiniilig any duties Special inspectors shall display approved identification, as stipulated by the ixtilding department, when porfotmitg the function of a special inspector. Special lnsp~wtion sad testing sba[l meet the minimum tcgnitrmeats of U.B.C. Sbction 1701. Tkte following conditions are also applicab4:. A. Ditties and Respansbifities op the Special Inspector 1. Obeewe wort: 1"he specie! inspector shall observe the wodc for confottrtance with the building department approved (stamped) design dncwittgs and specifjcetaons a app~i a61e drawings and/or placing drawmgs may be uses only as sa eta to u~specuon. Special inspections ate to be perfotmed,on a continuous basis, meart-ag that tht special inspector is on stile m, the general area at all times observing the work roqu~ing special inspection. Periodic iospecEions, if any. must hay"' -;s^* approval by the building dcpaRtrtent. 80/80 .. ;ss^wwr~cros,~,..s 13. , AUfr-07-2001 TUE 03:22"Pi1 Y~ NO' ' Y~ k •a ~. 't '. ;. I, 2. Report aonconferfmng item.4 +` The special inspector shall brityg rwncopforming items to the irntnedia~.e attention of the contractor and noto stl,spch ttetns_mrthe daily report. Sf any item is not resolved in a t{maly manner or is about tovbc uicorporated in tkc work, the special utsptctor shall immediately notify the building depaibnent by"telephone or in person, notify rite ea}nocr or architect, and post a discrepancy notice, 3. Furnish daffy reports ~_ Oa request, each spacial inspector shall complete the special inspection dally report form for each day's inspection to remain at the jobsite with tl~'contractor for review by the building dcpatimcnt's inspector, in addition a copy shall be forwarded to the building dcpaRment for permanent rocord. 4. 1?'uraisL final report 'j The. special inspector or inspection agency shall submit a final sipnied report to the buitd[ng department stating shat all itetna iaquitiac special inspecrion and mating v/erc fulitlkd and in conformance with the approved design drawin~,gs, specifications, approved. charue orders 'arid the , applicable workmattship provisions of .the U.B.C.. Items not to conformance; unreselvied i or any dlsctepancies irs inspectiwn eaver4ge C e., missed fnspecKOns, pexio~iaaspeetions when continuous was,;required, etic;) shall. be specifically itcmia~d in this report. B. Contractor Responsitfiltias 1. Notify the special inspector 'Cho contractor is responsible for. notifying the special inspector or agency regarding iadivldual inspections for items listed" oa rho, attached achaduia and ss noted on the building `depaRtent appro+~ed plan. Adequate notice shall' be provided so that the special inspector has tune to beootna familiar. with the project. 1. Provide access to approved plans 4. The contractor is responsible for providiut5 she. speeaa! inspector' access to approved plans at Lhu jobsite. 3. Retain special iaspectloa racards The conaactor is aiso,responslble for retaining at the jobsitc all special inspection records submitted by the spaiai inspoetdr;'iriul providing these rsoorda Por review by the building department's inspextor upon request.. aoo~j sva sro~oo . f - ~~ ...~.~.~ riirt .l~~rL irtrairs Yl~t YII1~ t. R~ .~~.~ . ~ ~ zoom xr3 zlti:. Etoz.'L! 800 PQ %tl3 LD~00 6T07 /90 01/05/2015 02:b4 FA% ~ f~002 ~~ iu7n vo-cuuc-tut us:lti I'n,`.,~ ,.,. _:.:FAX N0. ---~ , P. 03 MAR-05-20Q2 TUE 03:16 PM FAX N0. P, 02 rRNIb"1'RA7IVE bECISION OF T>~ COMMUNIY"Y DTVRL(SpI4~EN1' DYRECI'OR ' OI+PITKiN C`OU111T5t, C~OI.~RADO, A>~1~O``~"T`iK^Y,SNf)7` 1NAVaR ~MANnML+~iT Tn ~ never. ..wr:..~~...r..;r.a.--==-`' ,.,~ betermiaation Na,; 2002 L ALS. 1. Steve and Jams'Wyandt ("Applicaats'~, have applied to rho CommtulityDevelopment 1)irectar ofPitkia County, ("Direetnt'~, pursuant b Secdon 3-Z00-080 of the Pitkin County Larrc1 YJae Code ("Coda', t4 modify the approved'Wyaadt 1041 Hazard Review and Conoeptuai Submission approval, Resolution No. 98-138. 2. .. The prnpeity ~s zoned R3~0 PUD and oontaine apprmcimately 8.OS acres. 3. The ProP~Y is descn'bed as I.ot 11 of Crystal River Estates and is moro spociSraity described in attaclaneut "A" 4. The Property received 1041. hazard Review+ and Conceptual Submission approval t'tom rho BOCC on July 1 L 1998, pnreuaat to Resolution No. 98-138. 3. The DlrecOor finds that tlse mgnest is consistent with the requirements of the Land Use Code, the Cazbondalc and Rural fiire Protection District and the Colorado State Forest Service. APPROVED by the Director, subject to the fellowittY coru3itions: 1. The Applieantq shall comply with provisions of the Resolution No. 9&138 unless othccwise aeplaccd or amended by the eonditioris of'this approval. 01/05/2015 02:05 FA% ~ OOy 11AR-05-2002 TUE 03:16 Pf1 ""` FA!{ N0. .~-~ P. 03 Adadaiabattve lhtatrunatioo Na= 2002 P6~e 3 2. ~; The applicant shall prepare an amended 1041 Ha:cani Review site Plan in aeeotdance with Lsnd Ilse Codc Sections 5-70-a40. The plat shall dopict an access envelope that wiit encompass the existing driveway and all its a4sociskd tt'ripmvcmwits. Tho modified cite plan shall be approved by Community Deveiapment prior to Certificate of Occupancy. 3. Condition No. 10 (A) (2) is amended to xead as follows: ForProjecttorzshelow the raojllne (which include but ore not limned to exterior baleontes, decks, porofied, eanttlevened Jloor projections, surd bay wl-rdows) the opeo space. between ginde and the uxdsrstde of projecttoxsbelow raif lane sTiaTJ be exelased by solid verttcal walls. These walls shall ba aorrstiructed with materials aPProvad for 1 hour fire--rsistlvc construction on the exterwr.side of the,wall and shoal sstend front the toP ofProde to the underside of the floor deeldag or wglLs of the projection. . An alternative constraettwf method for suehproj¢etions would require use of xox- conibustibls building tuatertalr, ar heavy tGNber or log well eonrtracx~'on, or the underside of the projection portion shall be coverer! with materials approvedfar ohe-haw' fre- resistive catstructinn ift~ere are ito inside ategles of less titan seventy-five degrees (7S'~_ ~trrsas belmv suckDrojectlons shall be voiaf of vegetah'via or other combustible materiaLs_ These areas below projections shall be protse~d fio-x acewntrtation of vegetative xwtertals by plaoc-xeitt ofa vegetative barriercot~ered wllh racks orgrovel or by coverage with concrete ,stone.. There shalt be tw storage ofcombustible naotertals wedcr profecttoru. The walls underneath projections shall be eoxsrruuad with materials approved for 1-1wur fire- . resistiNs coxsiruclion on the exterior side of thR wall. Window openings ~ walls below ProjecNoxs shall be tempered g/ass: 17oors shall be xoxcombuctible ar ! 3." solid wood APPROVED bythe Direatar, this 5'h~ day of . t'1,uatc/~ .2002. 01/03/2013 02:03 FA% fdj004 .. .. MAR-05-2002 TUE 03.17 PM FAX NO. P, 04 .- ,~, F ~ . ., 1, . Aduiieiaeeanve Deeemoiorti~ xo. .ZOOz ~~3 ~~~~~, co~~tY n~4~~ n-,~ro~ PID#26292910I004 f+oT.6.02 i RESOLUTION OF THE BOARD OF COUNTY COMMISSSONERS OF PITKIN COUNTY, COLORADO, RESCINDING RESOLUTION N0.98-~ AND GRANTING 1041 HAZARD REVIEW AND CONCEPTUAL SUBMISSION APPROVAL TO STEVE AND JAMS WYANDT Resolution No. 98- f_3$ RFrITAL.S I . Steve and Janis Wyandt, hereafter "Applicants", have applied to the Pitkin_Comtty Board of County Commissioners, hereafter "Board", for 1041 Hazazd Review and Conceptual Submission approval to establish a building envelope for the construction of asingle-family residence. 2. The property is referred to as Lot I I of the"Crystal River Estates, and is more specifically described in Exhibit A. 3, The property contains approximately 8.05 acres and is zoned RS-30. 4. This application was reviewed by the Planning and Zoning Comniission,hereafter "Commission", at a regular meeting on May 5, 1998, and a recommendation of denial was forwarded to the Board 5. The Board heard this application at its regularly scheduled meeting of August 12, 1998,, at which time evidence and testimony were presented with respect to this application. 6. The Boazd finds that development of the subject property is prohibited, pursuant to Section 3.80,70 (A)(3) of the Land Use Code, which prohibits development in areas identified by the Colorado State Forest Service as containing severe wildfire }iazard; Section 3-80 SO(C)(2), which prohibits development on slopes of greater than 30%; and Section 3.80,50(D); which prohibits development within azeas determined to contain rockfall. The Board vgted unanunously to deny the application as evidenced by Resolution No. 98-1E ,attached as E~titiit "(~'. 7. Pursuant to Section 4-150 of the Land Use Code, theApplicants requested a hearing to determine whether the Board's denial of the application constitutes a taking of private property without just compensation. 8. The Board conducted its takings hearing on August l2, 1998, at which time further evidence and testimony was presented concerning the taking 9. The Board finds that the previous denial does constitute a taking of all reasonable use and economic return from the subject property, since there are no developable areas on the subject property outside of confirmed severe wildfire hazazd areas. 10. The Board finds that the property is not appropriate for any use other. than resi¢enjial, and the Board does not wish to purchase the property. 1 L The Board fords that this application proposes development in the best possible loc~~a++tto nygiven the hazards identified on the property. ~~1,+t~" ~' AFB G .:; %,`~i-~j ~~~~~~ ~~~~~ ~~~~~~ ~~~~~~ ~~~~ ~~~~~~ ~~~~~ ~~~ ~~~~~ ~~~~I~~~~ O~IEIOPfU1EN~ 421338 0H/'01/1,998 Y2 0~P RESOLUTI DRVIS $2't, 1 of 10 R 0.00 b' 0:00` N 0.0'0'P-I`fKIl7`"C`6CTNTY C6 NOW THEREFORE BE IT RESOLVED by the Pitkin County Board of County Commissioners that it'does hereby rescind Resolution No. 98-~. BE IT FURTHER RESOLVED by the Board that it does hereby grant approval to the Wyandt (041 Hazard Review and Conceptual Submission; subject to the following conditions: 1. The Applicants shall submit a 24" by 36" 1041 site plan to the Community Development Department for approval and recording, prior to submission of any building permit applications. The site plan shat l also be submitted in digital format for integration into the County's GiS system. 2. Prior to issuance pf an ISDS permit, the Applicants shall provide documentation of an adequate domestic water supply. Quantity and quality of said supply shall meet the approval of the Environmental Health Department. 3. The septic system designed for the site shall meet the approval. of the Environmental Health Department. The Applicant shall obtain a ISDS permit, prior to building permit submittal. 4. The Applicant shall obtain a fireplace/wdodstove permit from Environmental Health Department, prior to the issuance of a building permit. 5. The Applicant shall apply for and receive an access permit from the County Engineer prior to the issuance of any building permits. 6. All areas disturbed by construction shall be revegetated with native shrubs and grasses to limit waterbonsumption and additional ruitoffwithin one growing season ofproject completion: 7. No development activity, including grading,. landscaping; vegetation removal or disturbance, well and septidsystem; shall occuroutside ofthe development envelbpe, with the exceptiohofwildfire mitigation required as part of this approval. 8. The Applicants shall comply with the following landscaping and wildfire defensible space mitigation standards: a. Brush, debris, and non-ornamental vegetation shall be removed within a minimum 10 foot perimeter around the structure. b. Vegetation shall be reduced to break up the vertical and horizontal continuity of [hi: fuels a minimum of a 30 foot perimeter around a'structurd built on flat ground. (For greater slopes ref. CSFS Safety Zoiie ohart. Page 13, W ildfiTe Guidelines For Rural Homeowners). c. Spacing between clmmps of brush and vegetation within [he perimeter shall be a minimum of two times the height of the fuel. Maximum diameter of the clumps shall beo,times the height of the fuel. AlI measurements shallbe from the edges of the crowns of.fuelc, d. All branches from trees and brush within the perimeter shall be pruned to a 1~6 above the ground and ladder ffiels from around trees and brush shall be'reiri'o I{ I{ I I .avf~.Y7/ { I"II) "I~l "I"~ITII~ 1,'I' IIlII~III~I III "II' II'1 ,1"I ..... 421339 09/01/1998 12i09P RESOLUTI DAVIS'SILVI 2 of 10 R 0.00 b 0.00 N 0.00 PITKIN COUNTY G0 ;~~-10 ~p ~. ~ ~~~~ r^ • ~~ ~ - Resolution No. 98-~-3g Page 3 e. Tree crown separation within the perimeter shall have a minimum of 10 feet between the edges of the crowns. f. All branches which extend over the roof eaves shall be trimmed and all branches within 15 feet of the chimneys shall be removed: g. The density of fuels within a 100 foot perimeter of all structures shall be reduced. h. All. deadfall within the ] 00 foot perimeter shall be removed. i. Low vegetation shall be maintained within a 10 foot perimeter around all structures. j. The Applicants shall be responsible for the continued maintenance of the defensible space vegetation requirements. k. Thinning of brush should be done on the entire property so that openings are created that are at least twice the height of the fuels. 9. The Applicants shall comply with the following additional wildfire mitigation standards: ~} fy~ Roof construction shall be Class A, non-combustible material with no flat roofs. ri b. Vents shall be screened with corrosive resistant wire mesh with mesh'/+ inch maximum. '. c. Roofs and gutters shall be kept clear of debris. d. Yards shall. be kept clear of all litter; slash; and flammable debris. e. All flammable materials shall be stored qn,a parallel contour a minimum of 1 S feet away from any stnicture. f Weeds and grasses within the 10 foot perimeter shall be maintained to a height not mdre than 6 inches. g. Firewood/wood piles sfiall be stacked on a parallel contour a minimum of 15 feet away from the. structure. h. Swimming pools shall be accessible to Fire Department vehicles. i. Fences shall be kept clear of brush and debris. j. Wood fences shall not connect to the structure. k. Any outbuildings or additional structures shall adhere to the same standar res. I. Fuel tanks shall be installed underground with an approved container ~iF~ ~ ~ I ~~~TU, x'17 y~ ~*v ~',©, ~ iril~l "II' 1'I"I II~~I' I'I' II'~~' ~I~~1 II1 "I'~ IIf~ I"I ~~°cC7P~~~A/f 421339 09/01Ii998 1209P RE50l.UTI DpViS SILVi 3 p{ 10 R 0.00 D 0,00 N 0.00 PITKIti CCClNT~f CC _ _ . .,~~.~~ .. ,.. ~.. -,..~ w.y,..... ,., _. . _, _~-+-~--.~.-~ m. Propane tanks shall. be installed according to NFPA 48 standards and on a contour away from the structure with standard defensible space vegetation mitigation around any above-ground tank.. Any wood enclosure around the tank shall be constructed with materials approved for 2 hour fire-resistive construction on the exterior side of the walls. n. Each structure shall have a minimum of one ]0 pound approved ABC fire extinguisher placed in a visible and accessible location o. Addresses shall be clearly marked with 2 inch non-combustible letters and shall be visible and installed on anon-combustible post., p. Utility lines shall be buried. 10 /T~h~e Applicants shall comply with the following structural design and construction options: ~~~ (A.) P ojections (Heat Traps): ~ 1. Projections at the roof line (which include but are not limited to eaves, cornices, soffits and roofs over open decks) shalt be sheathed with materials approved for 1 hour fire-resistive construction. 2. For projections below the roof line (which include but are not limited to exterior balconies, decks, porches, cantilevered floor projections, and bay windows) the open space between grade and the underside of projections below the roof line shall be enclosed by solid, vertical walls. These walls shall tie constructed with materials approved for l hour fire-resistive construction on the exterior side of the wall and shall extend from the top of grade to the underside of the floor decking or walls. of the projection. An alternative construction method for suchprojections would require use of totally noncombustible building materials. Areas below such projections shall be void of vegetative or other combustible materials. Theseareas below projections shall be protected from accumulation cf vegetative materialsby placement of a vegetative barrier covered with rocks or gravel or by coverage with concrete or stone. There shall be no storage of combustible materials under projections. The walls underneath projections shall be constructed with materials approved for 1 hour fire-resistive construction on the exterior side of the wall. Window openings in walls below projections shall be tempered glass. Doors shall be noncombustible or 1 3/4" solid wood. When the projection is located and constructed so that the structure or any portico thereof projects over a descending slope surface, the area below the structure shall have all underfloor areasenclosed to the ground, with exterior walls constructed with materials approved for one hour fire-resistive ' construction on the exterior side of the wall. B. ~ Windows and Glass: Glazed openings shall be provided with closable, ,(td, ~i~rr„ '~/ non-flammable shutters or shall be tempered glass. ~i",',j ~ ~fi~5 .~:. 3... ~,. ~~"' "III "III "I"I IIIII~ I'~' I~III' II'tl III "VI'I'I, I~'I Gu ~ ~~ 133909701/1998'12":09P RESDLUTI DWVIS SILVI "~%~~~. ', of 10 R 0.00 D 0.00'N 0':00' PirtCiN ceuNrr 'rn ;<~. ~ ~ ' '"y i Resolution No. 98- ~3~ Page 5 ( C.) xterior Walls and Sidin iding and exterior wall construction shall have a minimum ~J hour fire-reststwe rating ground level to roof line. Exterior doors shall be (((~~~~ noncombustible or 1 3,/4"solid wood. ~~ ~,Dl Foundations: Foundations, skirting and crawl space openings shall be fully enclosed and ~ constructed with materials approved for 1 hour fire-resistive construction on the exterior side of the walls and shall extend from the top of grade to the underside of the floor \ decking or walls. ~E.) Stilt Construction: The underside of decks and structures with stilt foundations shal] be fully enclosed. and constructed with materials approved for 1 hour fire-resistive construction on the exterior side of the walls and shall extend from the_top of Bade to the underside of the floor decking or walls. 11. The Applicants shall comply with the following wildlife mitigation: a. There shall be a one dog limit with a kennel restriction. The. kennel shall be constructed before a certificate of occupancy is issued. Dogs should not be feed outside unless within the enclosed kennel b. Maintain native vegetation outside of the building envelope (except as necessary to comply with the required wildfire mitigation). c. All trash/garbage shall be contained in approved bear proof garbage containers, d. No fencing shall occur outside of the building envelope. Fencing shall comply with the amended Ptkin County fencing requirements, '2 e. The homesite shall be as fardown on the lot as possible. 12 Geologic mitigation recommendations from a certified Geologist shall be submitted to the Community Development Department for review and approval prior to building permit. Mitigation measures recommended by Jeffrey Hynes of the Colorado Geological Survey in his letter dated May 12, ] 998 shall be also addressed. 13. The Applicants shall comply with the following standards. for development on slopes of greater than IS%: a. Adequate mechanicalsupport shall be provided for cut slopes. b. Adding water which may decrease slope stability shall be avoided. ~r ~~ c. Adding weight to the top of the slope shall be avoided. ~< <~ (j i'iif R1U: , i'^t^~y d. Disturbed slopes must be contoured so that they can be revegetated `~vrr> ~4 °'Ik~~ ~C~tp~,,F/ e. Steepening of existing slopes shall be avoided. W` ... a , , ...._.-.r, a, u ~ ~ mow, ~, K~,,,r.. . . , rv Resolution No. 98-~ Page 6 £ Confine cuts, fills, grading and excavation to the minimum area needed for constructon._ 14. For any free market residential structure of 5,000 gross square Feet or greater, the Applicants shall comply with Section 4.0 LOl (B) of the Pitkin County Road Management and Maintenance Plan, which requires the Applicants to provide construction trip and residential trip generation studies. The Applicants shall comply with this provision as it is in effect at the time of building permit issuance to the satisfaction of the County Engineer I5. The Applicants shall adhere to all material representations made in the application and. in the public meetings. NOTICE OFPUBLIC HEARING PUBLISHED IN THE ASP, EN TIMES ON THE 11TH DAY OF NLY,1998. .. APPROVED AND ADOPTED ON THE 12Th DAY OF AUGUST,1998. v.t° , ~B~c e ~..u~G~i~rt~ie~~cx ~te `~.,~mo~ tlti....s,.Z~eti 2S~ 19 9 ~' , ATTEST: BOARD OF COUNTY COMMISSIONERS OF PITKIN COUNTY, COLORADO 1,., s y~'~ /~,~,p.~ Dorothea Farris De uty Clerk and. Recorder Chair .Date: ~''.,>S ' y APPROVED AS TO FORM: -_ -~ John Ely---ig~~, County Attont Case #POl-98 PID #2649-291-01-004 APPROVED AS TO CONTENT: Cindy ouben, Community Development Director ~, cif,?- } F ~i ~ S ffi~r. i iiifoi iii~i i~iiiiiiiiu iiii~~ii~iiniiiir~i~rriiii~i~i e 421339 0®I01/199lf 12:09P RE601UtI DRVIfi SILVI 6 of 10 R 0.00 D 0:00 "N 0""::"00 pTTKI`N" CiSI1N1Y CO " A .tract of land situated in the Soutinaest me half of„_the Northeast ..,.m~ .. rne-cniarter of .~ectim 29, 'lYiwnstiip 9 South, Rarde 88 t4est, o£ the 6th P.M., being 'lYact Il of the Crystal River Estates, a sutclivision, remxcled in the Pitlcin County Courthouse as Doclmient No. 140792 ar:d marepartic~Larly described as follcx~s; Hegiruiing at a point m the Westerly lirse o£ a thirty foot roadway' wheroe the East quarter"'lei" of said Section 29 bears South, 55°28'51" Fast 1,793.75 feet• thence NoQ-th 82°51'00" West_1,17022 feet to the White River National Forest Houndazy lire; . thence Northerly 211.54 feat_alrng said b4u~rY; therc~e Easterly 1,274.93 feet alorrg said White River National Forest Botmiary line; thence South 17'40'.00" West 375.02 feet tp the. point of beginnir~, tcgethes with right of 3n~ess awl egmss. riJ i~J >"" ~ r G~cU ~k/v c`~p 11111111111111111 !11111111111111111111111 tllll IIII 1111 ~~~~ 72of 30 R mi/~13®8 12.~4p RESOlU7"T DAVIS_SILVI D 0; 00 N 0 0e" I+TTrcTF~ COUN'1`r C"0 „- ,._, -,~,.,.,.,~ ,. .._,.~_...w.,.... ~...~_: ~,s...>.~~, ~f~~~(~~~~~(~I WW I~,'~I, ~I,~,~ ..... ; `tfttllCitl(li~i ~ . ~ ` ~~ 421331 09/01!1998 10.43R R&SDLUTI DRYIS SICVI 1 of 3 R 0.00 D.0:00 N 0.00 PITKTN'C6UNTY C0 RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF PITKIN COUNTY, COLORADO, DENYING 1041 HAZARD REVIEW ANA. CONCEPTUAL SUBMISSION TO STEVE AND 7ANIS WYANDT _ Resolution No. 98- !3 ^ /' ~ ~ ~ / \~ ll RRRR~,iTAT,$ 1. Steve and Janis. Wyandt, hereafter "Applicants", have applied to the Pitkin County Board of County Commissioners, hereafter"Board", for 1041 Hazard Review and Conceptual Submission approval to establish abuilding envelope for the construction of asingle-family residence. 2. The property is referred to as Lot l 1 of the Crystal River Estates, and is more specifically described in Exhibit A. 3. The property contains approximately 8.05 acres and is zoned RS-30. 4. This application was reviewed by the Planning and Zoning Commission,. hereafter "Commission", at a regular meeting on May 5, 1998, and a recommendation of denial was forwarded to the Board.., 5. The Board heard this application at its regularly scheduled meeting of August 12, 1998, at which time evidence and testimony were presented with. respect to this application. 6. The Board finds that the entire parcel is encumbered by severe wildfire hazard as determined by the Colorado State Forest .Service and Community Development staff, that access to the site will transverse over slopes in excess of 30% and that there may be areas of potential rockfalC 7. The Board finds that development of the subject property is prohibited, pursuant to Section 3-80.70 (A)(3) of the Land Use Code, which prohibits development in areas identified by the.Colorado State Forest Service as containing severe wildfire hazard; Section 3-80.50(C)(2), which prohibits development on slopes of greater than 30°/d, ahd Section 3-80.50(D), which prohibits devel ament within areas determined to contain rockfalL NOW THEREFORE BE IT RESOLVED by the Pitkin County Board of County Commissioners that it does hereby deny the Wyandt 1041 Hazard Review and Cohceptual Submission. DENIED ON THE 12TH DAY OF AUGUST, 1998. ATTEST: ~eteJaswe Deputy Clerk and ecorder BOARD OF COUNTY COMMISSIONERS OF PITI{IN COUNTY, COLORADO Dorothea Farris ApK ~ ~ ?,9tiij Chair Awh~E€"17PIr'rtl Date: SC-- / ~' ~t~L""afNilNliY17EJE_OPfdcly i .x _ . mw.~v .., u ~k APPROVED AS TO FORM: ~= - .~~- John Ely, County ey Case #PO1-97 APPROVED AS TO CONTENT: ~'%/i'LZ~~d ~. x-98 Cindy Houben, Community Development Director PID #2649-291-01-004 ~~I 10~{1f 0m~10~~ RVIS~~' 421331 06/01/. 2 of 3 R 0.00 D 0.00 N 0:00 P'2TKIN COUNTY C vc~~~u~lr~ ~~EKO~~;r~~r aur~i«ti~iiirr~~~i«i~iiii~~ti~i~~~~i=~i~ii~i~ii~~iii~ 421336 9 of 10 R 0.00 O 0.00 N 0.00 hYTKIN COU A.tract of lard situated in the Southwest me-half 88" the Northeast `°" _ west, of ~ 6th one-cn~arber of Section 29, 'IYxJnstup 9 South; "Range . P.M., being Tract 11 0£ the Crystal R1ver Estates, a subdivision, xEmxded in the Pit)dn County Cauthouse as Docwnent No. 140792 and ° , more particularly desci'9beci.as follows: Beginning at a point on the Westerly line of a thirty foot roadway whence the East 9~ Cozx~' of, said Sactim 29 beazs South,. ' 55.28'51" Fast 1,793.75 feat; theme Ncttth 82°51'00" West 1,170.22 feet to the White River National Forest Boia~dazy 11ne; , thence Northerly 211.54 feet alrng said bau~daty; thence Easterly 1,274.93 feet along saki .White River,.Nationa.i Fornst BocmdaiY line: thence South 17°40'00" West 375.02 feet to the point. of beginning, togeth x with right of ingress and egrnss: ~~ ~ ' ~ _ .,, 1111111 III I I Ililil Ill III 1Nl I I III 111111 I I I Illll 1111 Itll 32of33 R90 100~`D8"0.00~N 0.00 PITKIN COUNTYICO .,, AF;?~- ~~ ~,,. i rv AS? ~~ ,~ ~ tUl~b"iUAJI~~r~TK~~i ~ 11111111111 III1111111111111111111 IIIII 111111111 111 IIII n,`rU 423339 09/03(SU98 12.09P RESOWTI DpVIS SILVI 10 of 10 R 0.00 D_ 0.00 N ~,00`~PSTIT3N COUNYY°:CO ATT`ACF~MEN(T C . .~m r ~ ~~~ 1 L RAD STATE OF CO.O O COLORADO GEOLOGICAL SURVEY Division of Minerals and Geology Department of Natt,ra Resources ~ - p~ 9ge f s1 p'y ~~ y g y ~ 3..>' 1313 Sherman Street, Rqom 715 Denver, Colorado 80203 1303)866-?611 Ph (1p AY 1 S 775 ~ one I i DEPARTMEr Pnx c3o3) s66-za51 COM n'+'~.;?q~~~y;,NeLO°MEPIr RES~I.JR Ms. Tamara Pregl PI-98-0012 RAY Ramer Aspen/Pitkin Community Development Dept. "°"""°r 130 South Galena St. lames 5. Lochhrad Ex«~~i"a Dlreaor Aspen, CO 81611 mi<n,ei a. Lqn~; Division Director May 12,1998. vickl Cowan siaie eeoioµls~ and Director Dear Ms. Pre21: Re: Wyandt 10=F1 Review We have completed our review of the above referenced proposal as well as the general and engineeriris geology of the site.. Afield visit was conducted with you and Jeff Bier last week. The well developed drainage related to the debris flow channel is to the. north of the _ _ building envelope and the berm recommended by Ralph Mock should mitigate any concerns with respect to the debris flow hazard. Based on the micro-topography of the lot we would. recommend that the nominal,height of the berm be 8 feet. This structure will then be sufficient to protect against the very small possibility of rock fall at the site. The preferred design concept on this site would be to build the house on an elevated fill- slab rather than excavate into the fan materials which make. up the site. This will promote better drainage around the structure and help mitigate any collapsing soffs problems. It v.ill also reduce the amount of disturbance to the site and the vegetation. Given the comments, we have no objection to the approval of this application. Yours truly; ~ / /~ Jeffrey L, yn '/w~ r March 23> 2001 Steve and Janis Wyantit c1o Maauppella Construction Attn: Mark Jaffrey 4890 County Road 1.15 Glenwood Springs, Colorado 8160.1. Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot 11, Crystal River Estates, Cherokee Lane, l?itkin Cattniy, Colorado. pear Mr. and Mrs.. Wyandt: As requested, Hepworth-Pawlak Geotechncal, Inc. performed a subsoil study fot design of foundations at the subject site. The study was conducted in accordance with our agreement for geotechnicat engineering services to you dated February 27, 2001. The data obtained and our recommendations based on the proposed constntction and subsurface conditions enaounteteci are presented in this report. Evaluation of potential geologic hazard. impacts on the site are beyond the scope of this study. Proposed Constractioa: The proposed residence will be a two story wood frame structure over a basetcueat level located oa the site as shown on Fig. 1. The attached ..~.~.w ~.r._~.,__r~ . garage and basement floors will be slab-an-grade. Cut depths aze expected to range between about 4 to 12 feet Poumdattoa loadings for this type of wnstrnctfon are. assumed to be reladvety light and typical of the proposed type of construction: Tf building conditions or foundation loadings are signif"scantly different from those described above, we should be notified to re-evaluate,the recomtneadatons presented in this report. Site Conditions: The lot is located,on a moderately steep ens[ facing hillside which forms the west side of the Crystal River Valley. The ground surface in the building area slopes moderately steep down to the east at a grade of abort ?1F%~ The site was vacant and covered with 6 to 12 inches of snow at the tmoe of our field work An .x_ o .._ . K~..,~ ~... ,~~ u,~ _, .-.. ~ .... ~ .. access road had bcea constcucxeci into tlu butidmg area. There is about 13 feet of elevation diffezence across the proposed bw'lding azea. Vegetation consists of scruboak, grass and weeds.. ~~~ ~ Subsarlaee Condttions; .The subsurface conchtwns at the sloe were evaluated'by 1 ,_, av , u ~ ,.. excavating two exploratory pits at the approximate locations shoct!a on,~ig ~i7~"Tl~e logs , ,, ~- ofthe pits ate presented on Fig. 2. The subsoils encountered, below about l,tfi feet of Job No, 101 173 MRR-~9-2001 14 09 ! GEOTECH P,03i0B ' Steve and Tanis Wyaudi March 23, 2001 Page 2 topsoil, consist of medium dense to dense slightly silty to silty sandy gravel. with cobbles and bouldsrs. Results of a gradation analysis performed on a sample of the gravels (minus 3 inch fraction) obtained from the site are presented onFig. 3, No free water was observed in the pits at the time of excavation and the soils were slightly moist to moist. Foundation Recommendations: Coasideting the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recontcnend spread footings placed on the undisturbe+3 natural soil designed for an allowable soil bearing pressure of 2,000 psf for .support of the proposed residence. Some settlement could occur if the bearing soils become wetted. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose and disturbed soils encountered at the foundation bearing Ievel within the excavation should be .removed and the footing bearinglevel extended down to the undisturbed natural soils. Exterior footings should be provided with adequate coves. above their bearing elevations for frost protection.. Placement of footings at least 42 inches betow tlu exterior grade is typically used in this area. Cotninuous foundation walls should be retnforccd top and bottom to span local anomalies such as by assuming an unsupported length of at least l2 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalem fluid unit weight of of Least 45 pcf for'the on-site gavels, excluding oversized rock, as backfill. Resistance to sliding at the bottoms of footings can be calculated based on a caefficiera of friction of 0.45. Passive pressure against the sides of footings can be caicitiated using an equivalent fluid weight of 350 psf for compacted backfill condition. Floor Slabs:. The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab-on-grade cotstruction. Some settlement of slabs cook{ occur if the bearing sails were to become wet, To reduce the effects of some differential movetnertt, floor slabs. should be separated from all bearing walls and columns with expansion joints which allow utuestraiacd vertical' movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The regniremeats for joint spacing and slab reinforcement should be established by the designer based 6a experience and the imended slab use. A minimmm 4 inch layer of free-draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with less than SO% passing the No: 4 sieve and less than 2 `po passit~ the lvo. 200 sieve:.. - ~~°~ All fill materials foi support of floor slabs should he compacted to a~'t°9~S~~o~ maximum standard Proctor density at a moisture content near optimtrnn ` 'Requri'ed fill z>~~,~rL~rcG~t~E~it can consist of ffie on-site soils devoid of vegetation, topsoil and oversized rock. W-P GEOTEGM _....M.«~ r. , .,_ MRR-29-2001 1409 k'""`"',GEDTECH P.04i08 , i Steve and Janis Wyattdt March 23, 2001 Page 3 Underdrain System: Although free water was not encountered during our'exploration, it has been. our experience in the area that local perched grouadwatet cant develop daring times of heavy precipitation or seasonal runoff. Frozen ground doting spring runoff can create a perched condition. We recommend below-grade construction, such as retaining walls sari basement area9, be pxotected from wetting sad hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe Placed in the bottom of the wall backfill surrounded above the invert level with freedtaiming granular material. The drain should be placed at each level of excavation and. at least 1 foot below lowest adjacent finish grade sad. sloped at a minimum 1 °k to a suitable gravity outlet. Free-draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50°,b passing the No, 4 sieve and have a maximum size of 2 inches. 'The drain gravel baekfill should be at least l th ft:et deep. ' Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence bas been completed: 1) Inundation of the foundation excavations and undersiab areas should be avoided during construction. 2) Exterior back&il should be adjusted to neat optimum moisture and compacted to at least 95 % of the maximur~t standard Proctor density in pavement and slab areas and w at least 90 % of the maximum standard Proctor density in landscape areas. Free-draining wall batkfilt should be capped with about 2 feet of the on-site, finer graded soils to reduce surface water it-filtration. 3) The ground surface sutxounding the exterior of the building should be sloped to drain away fl'om the foundation in all directions. We recotmend a minittntm slope of 12 inches in the first 10 feet: in unpaved areas and a min;m„m slope of 3 inches in the first l0 feet in pavement and walkway areas. A Swale nosy be needed uphill to direct surface runoff around the residence. 4) Roof dowiffipouts a~ drains should discharge well' beyond the limits of all backfiU. Limitations: This study has been conducted in accordance wyt`"lt ~P red geotechnical engineering princtpies and practices is this area at a We taake no warranty either expressed or implied. 'Tkte conclusions and reco~ti~"cl~ submitted in this are based a the data obtained from rite e ~ rin `" report npo xploratgry ptts ated at the locations indicated on"Fig. 1 sad to the depths shown oa Fig. 2, the proposed type of rnnstruction, and our. experience in the area, thu• findings iacIude interpolation and W-P GE07ECH.. I"~R-~9-2001 1410 H^'$GEOTECH P.05/0B ' '' Steve and Janis Wyandt March 23, 2001 Page 4 extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified. at once so ;e-evaluation of the recommendations may be made. . This report has been prepazed for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our infortnadon. As rite project evolves, we should provide continued. consultation and field services during construction to review and monitor the Implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant dosign changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-cite observation of excavations and foundation bearing strata and. testing of structural fill by a representative of the geotechnical et-gineer. If you have arty questions or if we may be of further assistance, please let us know. Sincerely, HEPWORTH - PAWLAK GLO'['ECHNTCAL, INC. Jortty Z. Adamson, Jr., P.E. Iteyiewed by: Steven L. Pawlak, P.E. 7ZA/ksw attachments rs~€~x:u . .. ,_~ a . ,,. a ., i ... MAR-29-2001 1410 F¢ ~;GEOTECN P.66/0B ' APPROXIMATE SCALE ~^~60' TRACT 11 '~t'==- --- ~ ~ I { ` 1060 I I ~ - PROPOSEb - "~'- _1050 I ~ - RETAINING WALL I I 1 1 ~ ~, ~ \ PIT 1 I - _,,.,10eo 1 I /~ ~ I I ~ r I I ~ ~~ RESIOENE I I I ~ ~ i PIT 2 ~ ~\ I I ~- ~ _~~ I \1~ I I t / /~'_ 1 ~ r l 1 ~ ~ I 1 + `/ ~ ~'' I1020 ~ ~ ~ ~nII~oPE i "~~ I I ` 1 ~ ~°'+ ' .. - ._ . ,.(. ~ _ 1010 ~ ' / ` ` ~ r ~ ~ ~ I \ / '\ I _ I I 1 ` I _\ t ` _ ~ \ ~ '- t 00O 1 ~. „ I ~J r 1 " ~ utluTr ~~~ EASEMENT a..3"~~ k 101 173 I GEOTECHNICAI., (NC: LOCATION OF EXPLORATaRY PIPS Fig. 1 MRR-29-2001 14:10 0 W S s yi m Q ~~ LEGEND: °~ „~ PIT 1 P2T 2 ELE~7.=1042' ELEV.=1030' r yTy S~ tt• ;~~ 4 ~ ~ . ,, , - r +4=47 ~ •200=8 ez=s _ .~ ,~ . _J P. 0 m m 5 ~ , y 0 ~~ TOPSOSL: clayey sand with scattered gravel, organic, moist, dark brown. GRAVEL (GM): slightly silty to silty, sandy, with cobbles and boulders,., .;, medium dense to dense, slightly moist, red, subangular to subrounded -"• fragments of sandstone, slightly calcareous. 2" Diameter hand driven liner sample...... ~_~ Discurbcd bulk sample. Practical refusal to backhoe digging. NOTES: 1. Exploratory pits were excavated on March 2, 2001 with a backhoe. 2. Locations o£ exploratory pits were measured aPProximately by pacing from features on the site plan provided. 3. Elevations of exploratory pits were obtained by interpolation between contours P ~ to on the site lan provided and checked with instrument level_ Logs are drawn depth. 4. 'Ihe exploratory pit 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 pit logs represent the a roximate boundaries between mat®rxal t es and transitions ma be radua pP YP ~ Y g 1. 6. No free water was encountered in the pits at the time of excavating. Fluctuations in water level may occur with time.. 7. Laboratory 2'esting Results: +4 = Pezoent retained on No. A sieve. -200 s Percent passing No. 200 sieve LL = Liquid Limit ( ~ ) ~s ~ PI = Plasticity Index ( ~ ) ~~~ ~ raan~ 1 D 1 173 HEPWORTH-PALVLAK LOGS OF EXPLORATORS~ PS~ K'N ,,.._ Fig . 2 GEOTliCHNICAI+, INC. °, ",~ v~,~.ON~`-.~ -,. M ,... z ~_. _ ..... ., _..v..., MRR X29-2001 14:10 !!""'' GEOTECH ., d ,. ... z. 0 4'. to 20 ~n Q ~ a0 E z so w p+ so ~o ne 9( ioo 9G 60 70 4o N h W 5~ z w a w a au ~o :c :o V ~~ ~ DIAMETER OF,_PARTICLFS IN MILLIHE'SEftS sue., ,~,_.....~, _. maaLefi CLhY TO 9af1' }r F u , a ~ GRAVEL 73 $ SAND 29 $ SILT AND CLAY 8 $ LIQUID LIHIT 23 b PLASTICITY INDEX. 3 $ SAMPLE OF: Slightly Silty Sandy Gravel F1tOM: Pit 2 at 5 chzu 6 Feet x, ~.r.. ~ with Cobbles.. ~s&..,~"~,~a~ n , r- ` U L/ ~ i HEPWORTH-PAWLIIK GRADATION TEST RES I;+T o- 1N Fig. 3 _01 173 GgCYfECIi1NICAL, INC. ~"`~``~~ n. TOTRL P.08 ,. n . , ai, i P.08/08 t _ -_ EC~~ CHURCH August 27, 2001 Manuppella Enterprises, Inc. ATTN: Marc Jaffrey 7800 Highway 82, Suite 106 Glenwood Springs, CO 81601 Associates, Inc. auu 2 s zaa7 &~G~bLOGIS7~S` ~~~~~~~~ ~~~" '~' ''" AS~ENIPITKiN ~~ COMMUNITY DEVEIOPME ~C] Subject: Geological Investigation of Debris Flow Hazazd Proposed Residence Tract 11, Crystal River Estates Section 29, T95, R88W, 6th P.M. Pitkin Caunty, CO Job No. 13781W Mr. Jaffrey As requested, we have studied the geologic hazards related to debris flows at the subject site. We are providing this letter to advise. you of our findings to date and outline proposed mitigation measures.. The actual. design of the mitigation measures is underway, but will take at least. several more weeks.. The subject property is an 8-acre parcel with a 0.8-acre building envelope located west. of Cherokee; Lane. The site is on an alluvial fan complex west of the Crystal River. The lot is 1275 feet deep, and extends to the west to the base of steep cliffs comprised of Maroon Formation ,sandstone and, conglomerate. During times of heavy precipitation or rapid snowmelt, water is concentrated. in the slopes above the cliffs and runs'off quickly, creating floodwaters and occasional debris flows.. The,. fan has several larger channels where water and debris is currently concentrated, with one Large channel about 40 to 50 feet north of the. proposed house location... Observation of the area indicates, the fan has been_built. up over time as the alluvial materials spread out below the cliffs and accumulate. ,Examination of the_ nearby road cuts and a neazby house excavation indicate a pattern of fairly frequent soil burial as the drainage channels inevitably become clogged wiffi rocks and debris, and then the channel shifts to a new location on the fan. The next flood or debris flow(s) buries trees and any topsoil layer with alluvium in a new location, the area is re-channelzed and then re-filled, and the process repeatsover geologic time across the fan. In order to help assess the hazazd that this .geologic process presents to the proposed structure, we sampled a buried topsoil horizon at the west side of Cherokee Lane, below he proposed house. At this location, about 3 feet of coarse alluvium comprised of sandstone rock. fragments up to cobble size in a silty sand matrix had buried an old topsoil horizon. A radiocarbon age of 1120+/-70 BP (before present) was determined by Beta Analytic, Inc. Radiocarbon Dating Services of Miami, Florida. This age evidence indicates that a debris flow(s) occu7ed on the property at that time. The pattern of frequent topsoil burial indicates that the fan complex is very active, and there is a chance that during the life of the structure (assumed to be 100 years) the present channel could become clogged with debris above the house location, and that future debris flows could reach the,. houselocation. The... resence of hea ve etative cover scrub oak will hel truti ate the'hazazd b tra m some rocks p ~,y g ( ) P~ g Y PP g or debris, but the field evidence indicates that larger flows could reach the building site. The nature of DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 bASTLE ROCK 303:660.4358 303.463.9317 Fax: 303.463.9321 EVERGREEN 303.816.1455 LOVELAND 970.663.2124 Geological lmestigation ` Job No. 13981 W - Page 2 the fan (frequent changes in debris flow direction) makes it difficult to capture flaws by constructing debris basins or dams. We believe the best course,of action will be to protect the structure itself and not try to arrest or capture future flows. In order to mitigate the debris flow hazard, we recommend constructing a debris deflection structure directly uphill of the house; with wing wails extending past the house on either side. A retaining wall is currently planned uphill of the house on the sloping lot, with a maximum height of about 8 feet. We propose to raise the. tap of the wall above the ground surface to help deflect water .runoff associated with fixture. floods. In order to divert coarse rocks and,boulders, we recommend building a "V" shaped deflection wain uphill and. above the planned retaining wall This second wall is in essence a "splitting wedge" that will turn coarse debris away from the house and the debris flow.. would be routed past the sides of the house. We also recommend excavating drainage swales above and along the walls, in order to provide a path for water, mud and debris to pass alongside the house to the areas below the house. The hazards due to the active, channel to the west will be mitigated by .. concrete walls and channels on the north side of the. house. Soil berms,,car% be used to cover and hide the walls, and may be necessary to mitigate the rockfall hazard on the site. Details of the walls and swales still need to be determined during the design phase. The design will need to be performed after a drainage study is done on the contributing drainage basin above the fan complex. This study will determine how much water can be expected during the design flood event, and the water volume will have a bulking factor applied to it in order to determine the design debris volume and velocity. Using this data, force data will be provided to a structural engineer to design the deflection walls. The amount of freeboard, or projection of the wall above the ground surface, will also be determined. If the required freeboard is great enough, the wall may be tall enough to serve as a rockfall protection device as well. Otherwise, a'soil berm will be provided uphill to provide this protection, as suggested in a previous letter from the Colorado Geological Survey. It is important to realize that the risks from geologic hazards cannot be completely eliminated with engineered structures, and that the owner must accept the risk of property damage associated with the hazard zone on the fan. We believe the outlined. approach will provide a satisfactory level protection for the planned structure and is the lowest risk. approach for the fieldconditons, except for avoidance by not building on the site. The design phase will take at least several weeks, and we are providing this letter in the hope that foundation construction can proceed while the mitigative measures are designed. In the meantime, if you have quesnons, please contact our office. Sincerely, Church and~/A~/s{s'ociates, Inc. y~~;'~\e~^TENO~BF~ David A. Cushman, CPG ~~ a'•• .~! . ' Engineering Geologist `Ee.9y~n oFCsaN DAC 3 copies sent 1 copy to Pitkin County Community Development, ATTN: 130 S. Galena Aspen, CO 81661 Faxed to Joanna at 1-970-920-5439 Joanna Schaffner :.,;~ s CHURCH & Associates, Inc. ,~~~~ ~. ENGINEERS & GEOLOGISTS September 7, 2001 5LP ~. 0 2~~31 Manuppella Enterprises, Ina ASPE'~; PP?K!N COMMUNfTY QEVELCPMEN7 ATTN: Marc Jaffrey 7800 Ilighway 82, Suite 106 Glenwood Springs, CO 81601 Subject: Geological Investigation of Debris Flow Hazard. and Mitigation Recommendations Proposed Residence Tract 11, Crystal River Estates Section 29, T9S, R88W, bth P.M. Pitkin County, CO Job No. 13781W Mr. Jaffrey: As requested, we have studied the geologic .hazards related to debris flows at the subject site. We issued a preliminary letter to advise you of our early findings previously, dated August 27, 2001. The purpose of this report is to summarize our findings and recommend mitigation measuzes. The design of the measures is being performed by S K Peightal Engineers; Ltd and will be submitted under separate cover by Jack Albright; Structural Engineer. Hepworth-Pawlak Geotechnical; Inc. (H P) has provided geotechnical recommendations for the. proposed residence, and also performed a Geologic Site Review for the project, as presented in their letter dated Apri127, 1998. BACKGROUND AND: SITE CONDITIONS The subject property is an 8-acre parcel with a 0.8-acre building envelope located west of Cherokee Lane in Pitkin County, about 5 miles downstream from the town of Redstone. A site location map is presented as Figure 1. Asingle-family residence is proposed for the building envelope area; with a full, walkout basement opening to the east. The lot is on an'alluvial fan complex west of the Crystal. River, about halfway between the river and steep cliffs on the western side of the river valley. The lot is 1275 feet deep, and extends to the west to the base of steep cliffs comprised of Maroon Formation sandstone and conglomerate. A portion of the Geologic Man of the Leadville 1X'2 Ouadranele Northwestern Colorado by Tweto, Moench, and Reed, U.S. Geological Survey; 1978; Map I-999, is presented as Figure 2. The Maroon Formation is a Permian and Pennsylvanian age deposit described as maroon and grayish-red sandstone, conglomerate, and mudstone. The lower part of the Maroon Formation intertongues with Eagle Valley Formation or Evaporite, which underlines the Maroon in places. The Pennsylvanian age Eagle Valley Formation is mapped just east of the site, and is described as gray and reddish gray siltstone, shale, sandstone, carbonate rocks, and local lenses of gypsum. The Pennsylvanian age Eagle Valley Evaporite is described as gypsum anhydrite, and interbedded siltstone and minor dolomite. We observed Eagle Va1leyFormation bedrock northwest of the site, but the subject drainage basin is within the Maroon Formation Most of the property lies DENVER 4601 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358 303.463.9317 Fax: 303.463.9321 EVERGREEN 303.81fi.1465 LOVELAND 970.663.2124 .. „ : Geological investigation -Job No. 13781 W Page 2 on an alluvial fan, and bedrock is only exposed on the steeper slopes west of the site. The alluvium consists of angular, gravel to boulder size rock fragments in a matrix of silty sand. Boulders typically range from 1 to 3 feet near the site, but boulders up to 6 feet in diameter occur in the area. DEBRIS FLOWS During. times of heavy precipitation or rapid snowmelt, water is concentrated on the slopes above the cliffs and runs off quickly, creating floodwaters and occasional debris flows. The drainage basin uphill of the fan is small, on the order of 24 acres, but very steep. Slope angles of up to SZ percent (42 degrees} were estimated in the upper. reaches of the hillside, while the slope in the building area averages about 25 percent (l4 degrees}. For this type of small, steep drainage basins, water volumes are limited and debris flows can. be the dominant erosional process. In older for debris flows to occur, several conditions must exist, including 1) sufficient available unconsolidated debris; including soil, rock, and organic material, 2) steep slopes, 3) a sufficiently high clay content in the debris, and 4) a large volume of debris compared to available water (Mears; 1977). All of these conditions exisf at the site, since the Maroon Formation is comprised of sedimentary bedrock with abundant fines, such as siltstone, sandstone, and conglomerate. Debris flows are unique in that they can transport very large rocks, and can actually gain mass during the flow process. Mass wasting processes typically accumulate coarse materials. in existing drainage channels above the fan, where rapid water runoff' from intense. storm events or rapid snowmelt onuses the coarse materials to slide or,flow downhill. When an area of lower slope gradient is reached, the channels often become blocked with debris, and floodwater from higher in the basin becomes temporarily blocked behind the debris dams. Once enough water accumulates, the blockages re-mobilize and debris flows can result. The fan has several larger channels where water and debris flows are currently concentrated, with one large channel about 40 to 50 feet north of the proposed house location. Observation of the area indicates the fan has been built up over ime as the alluvial materials spread out below the cliffs and accumulate. Examination of the nearby road cuts and a nearby house excavation indicate a pattern of fairly frequent soil burial as the drainage channels inevitably become clogged with rocks and debris, and then the channel shifts to anew location on the fan. The next floods and/or debris flows bury trees and any topsoil layer with alluvium in a new location; the area is re-channelized and then re- filled, and the process. repeats over geologic time across the fan. Photographs of the channel and features of the site area are included as Figures 7 through 16. Photo 11 in thisseries shows a location in the upper channel where flow has been diverted in the past. In order to help assess the hazard that this geologic process presents to the proposed struchire, we sampled a buried topsoil horizon at the west side of CherokeeZane, below the proposed house (refer to Figure 7). At this location, about 3 feet of coarse alluvium comprised of angular sandstone rock fragments up to cobble size in a silty sand matrix had buried an old topsoil horizon. A radiocarbon. age of 1120+(-70 BP (before present) was determined by Beta Analytic, Inc. Radiocarbon Dating Services of Miami, Florida. A copy of this data is attached: This age evidence indicates that a debris flow(s) occurred on the property at the house location at that time: The pattern of frequent topsoil burial indicates that the. fan complex is very active, and there is a chance that during the life of the structure (assumed to be 100 years) the present channel could become clogged-with debris. above the house location, and that future debris flows could flow out of the present channel and reach the house location.. The presence of heavy vegetative cover (scrub oak) will' help mitigate 'the hazard by ~' . Geological lnvestigafion Job No. 13781W Page 3 trapping some rocks or debris, but the field evidence .indicates that larger flows could reach the building site. The nature. of the fan (frequent changes in debris flow direction) makes it difFicuh to capture flows by constructing flebris basins or dams near the house location. A debris dam or similar structure could be constructed at the fan.. apex to protect the entire fan area, but these structures require periodic maintenance and a road would be needed to the fan apex to provide. access for maintenance. The other alternative is to individually protect each structure on the fan. Based on our understanding of the project objectives and constraints, we believe the best course oP action will be to' protecf the structure itself and not try to arrest or capture future flows for the entire ion area... RECOMMENDATIONS In order to mitigate the debris flow hazard for this residence, we recommend constructing a debris deflection structure directly uphill of the house, with wing walls extending past the house on either side. A retaining wall is currently planned uphill of the house on the sloping lot, with a maximum height of about 8 feet.. We propose to raise the top of the retaining wall 2 feet above the ground surface to help deflect water runoff associated with future floods.'Tn order to divert coarse rocks and boulders, we recommend. building a "V" shaped deflection wall uphill and above the planned retaining wall. This second wall is in essence a "splitting wedge" that will turn coarse debris away from the house and. the debris flow would be routed past the sides of the house. We also recommend excavating drainage swales above and along the walls, in order to provide a path for water, mud and debris to pass alongside the house to the areas below the house. The hazards due to the active channel to the west will be mitigated by concrete walls and channels on the north side of the house. Soil berms can be used to cover. and. hide the walls on the downhill side, which will. also provide passive soil resistance to loads imposed on the walls from debris flows. With respect to the residence, the 8- foot wall height should mitigate the debris flow .hazard, as well as the rockfatl hazard.. Tt should be noted that we have not analyzed the potential rockfall hazard as part of our scope of work. A letter from the Colorado Geological Survey to Tamara Pregl of the Aspen/Ptkin Community Development Department dated May 12, 1998 indicated that a nominal soil berm height of 8 feet should mitigate the "...very small possibility of rock fall at the site." As part of our work, a drainage study was. performed on the contributing drainage basin above the fan complex by Hydrodynamics, Inc. A copy of this study is attached. This study determined how much water could be expected during the 100-y8ar design flood event, as an aid to design: The results indicated that a peak flow of about 20 cubic feet... per second (CFS) is expected from the 24-acre drainage basin. The amount of debris that is added to water during flow events is highly variable. This is known as a "bulking factor", and varies from 1.Q (no bulking) to as much as 5 in published studies. In general, the smaller the contributing basin, the higher the bulking factor. A range of 2 to 5 was estimated for this small basin. This factor fs very important when sizing debris catchment or detaining stuuctures, but is not as important when deflecting flaws. We observed flow depths from the area, using the active channel, road cuts, and excavations for this house and the house to the south as data points. We observed flows were usually in the range of l to 5 feetthick on the fan at a distance of about 6S0 feet from the fan apex. A design flow thickness of S feet was used in the design, with 3 feet of freeboard at the end of the diverting wall. Schematic design .for the diverting wall is presented on Figures 5 and 6. ,~~ Geological Investigation -. ,.. . lob No. 13781V~ Page 4 Unlike water flows, design criteria for debris flow mitigation are not common in literature. Many studies have been performed by the I;os Angeles County Department of Public Works and the I,os Angeles County Flood Control District on debris flow mitigation; but these studies are designed to protect errtire fans, so debris and sedimentation control is based on capture or screening, using basins, dams, and other structures: Flow is within established channels in these examples, whereas the hazard from this site is primarily from overland flow, when a debris flow leaves the established channel and traverses the fan to reach the house location. The U.S. Deparhnenf of Transportation, Federal Highway Administration has also published design criteria for debris-control structures, but these relate to protecting culverts from debris, flows, mainly sieving structures upstream of culvert openings. We reviewed published data for mitigation design for snow avalanches and debris flows, since they are similar phenomena. Design criteria from debris flow studies performed by Arthur Mears in Vail (Mears, 1984), and Glenwood Springs (Mears, 1977) contained applicable information for this site. The area studied for the Glenwood report was very similar to this project, including geology, location, and basin and fan slope gradients.. The. source basins were similar in area but larger, ranging from 78 to' 124 acres in size: We primarily used information in this studyfor our design criteria, since it was very similaz to this situation. In general, the perceived hazard and design forces decrease as one moves away from the fan apex towards the bottom of the depositional fan, and this guiding criteria was used for our perception of the hazard on this site and our recommendations. The magnitude of the dynamic pressure on a diversion structure depends on the unit weight of the flowing debris and the flow velocity. An assumed unit weight of 12S pounds per cubic foot (PCF) was used in the design. The velocity varies throughout the source channel and across the fan. The Mears study from Glenwood Springs estimated design velocities of 15 feet per second (FPS) for the azea between the fan .apex and 300 feet downhill, and 10 FPS for the next 300 feet. The study recommended a design load on a reinforced building wall of 900 pounds per square foot (PSF) for buildings within 300 feet of the fan apex, and 400 PSF for buildings between 300 and 600 feet from the fan apex. Our site is about 6S0 feet from the fan apex. We recommend using a design speed of 10 FPS and a design value of 600 PSF for forces against the wall to be conservative; with "a peak force of 2 times this value, or 1200 PSF during debris impact: Since a "V"-shaped deflection wall will not be perpendicular to the flow direction, the calculated farce can be reduced by multiplying the design force by the Sine of the angle the wall makes with the flow direction. For example, if the wall were oriented at 4S degrees from the flow direction, the force would be multiplied by a factor of 0:7. The force of the debris impact willbe resisted by a concrete wall with a backing soilberm, as indicated on Figures 5 and 6. Assuming a horizontal surface behind the. watt, a passive soil pressure of 500 PCF can be used in design where the onsite gravelly soils are compacted to at least 95 percent of the maximum standard Proctor dry density, per ASTM D698. The value is only applicable from 3 feet below the ground surface and deeper.'The top 3 feet of soil should be ignored when calculating' passive resistance, and reductions in the passive value should be made when the ground surface is sloping. The embankmerrt can be constructed with a slope`of 2:1 H V (horizontal to vertical), using' the onsite soils. A maximum inclination of 1.5:1 H:V is possible, but this slope angle will be more prone to erosion and should only be used where necessary. This steep slope also provides the least passive soil pressure. Using gentler slopes of 3:1 to 4:1 H`V is recommended if possible. and if excess soil is available, since these slopes will be easier to re-vegetate and will provide the highest passive pressure values. „ ~ Geologcal Im~estigation "Job No 13781 W Page 5 In addition. to the solids component of debris flows, mitigation design must consider muddy water floods associated with the flow. events, We recommend channehzing the ground above and next to u...,a. ;~~... the diversion walls to deal with the flood hazard on the site. The swages should be able to accommodate the 100-yeaz peak flow of 19.4 cubic feet per second (CFS}. The created swages should be tied into. the existing topography on the site. The Swale on the north side of the deflection wall should be tied into the. pronounced swage north of the house location. Schematic design for the mitigation measures is presented in Figures 5 and 6, It is important to realize. that the risks, from geologic hazards cannot be completely eliminated with engineered structures, and that the owner must accept the risk of property dairage associated with the hazard zone on the fan. We believe the outlined approach will provide a satisfactory level protection for the planned structure and is the lowest risk approach for the field conditions, except for avoidance by not building on the site. We make no warranty of performance of the structures, either expressed or implied.. We should review the completed design when available, as well as field conditions during construction of the mitigation measures.. We appreciate the opportunity to be of service for this project. If you have questions, please contact our office. Sincerely, Church and Associates, Inc. David A. Glushman, CPG Engineering Geologist MJV/DAC 3 copies sent Attachments Reviewed by /~~-- :J_ Mark J. Vesely, 1 copy to Pitkin County Community Development, ATTN: Joanna Schaffner 130 S. Galena Aspen, CO 81661 Faxed to Joanna at 1-970-920.5439 I copy to S K Peightal Engineers, Ltd, ATTN: Jack Albright 76 Sunset Drive, Unit 4, Basalt, CO 81621 P? REFERENCE LIST Arthur I. Mears, P.E. "Debris-Flow Hazard. Analysis and Mitigation An Example From Glenwood Springs, Colorado; Prepared for The Colorado Geological Survey; 1977 Arthur I. Mears, P.E., Inc. "Debris-Flow and Debris Avalanche hazard Analysis Prepared for The Town of Vail; 1984.... TRACT 11, CRYSTAL RIB ESTATES PITKIN COUNTY, COLORADO SITE LOCATION MAP JOB NO. 13781 . NO SCALE FIGURE 1 TRACT 11 ,CRYSTAL RIVER ESTATES SCALE y~~-6 PITKIN COUNTY, COLORADO 00' SLOPE MAP JOB NO. 13781 FIGURE 4 ~... ~ :,;, NOT TO TRACT 11, CRYSTAL RIVER ESTATES SCALE PITKIN COUNTY, COLORADO. 0 c N W FLOW NORMAL TO CONTO-_~ UR ~ APEX RE=GRADE CREATE SWALE EXISTING ERODED. CHANNEL PROPOSED DEFLECTION WALL RE-GRADE. ---- - - EXISTING CREATE SWALE UPHILL OF - - - -._._ . SWALE WALL FOR WATER DRAINAGE - '~-- • . _____ ;~ '~,~ ~ ~ ~ `. SURFACE DRAINAGE ' ~~'~ ~ THROUGH HERE .~`.~ ~~ HOUS€ . ,~__~ ~\ DRIVE RETAINING WALL ~ EXTEND WALL OR NEW WALL TO END OF HOUSE ~ NEW WALL-MIN HEIGHT $' AT APEX GAN TAPER DOWN TO 5` MINIMUM HEIGHT BELOW APEX C+;~ PROJECT TOP OF RETAINING WALL 2' ABOVE GROUND ~ BACKFILL BEHIND WALL DEPENDS ON DESIGN ANTICIPATED RANGE 30°-45° MITIGATION DESIGN SCHEMATIC PLAN VIEW JOB NO. 13781 F-GURE 5 TRACT 11, CRYSTAL RIVESTATES PITKIN COUNTY, COLORADO. MITIGATION DESIGN SCHEMATIC CROSS-SECTION JOB NO. 13781 FIGURE 6 w,r~r,ar ron, w,n ci ~ornrc ga . ,'`~' May 31, 2002 CHURCH & A ENGINEERS &`C ssociates. Inc. Manuppella Entelprises, Inc. ATTN: Marc Jaffrey 7800 Highway 82, Suite 106 Glenwood Springs, CO 8160E '~I~`~ J~;~ - 3 t~C2 P,SPENI~'iIKIN CONh'~U'rdiTY UEVEL~P•<AEN'f y~/ Subject: Debris Flow Hazard Mitigation ,Response to County Questions and WaII Installation Observations Wyandt Residence .Tract 11, Crystal River Estates Section 29; TES, R880~,"6t~i P.1~T. ~ _ Y _ Pitkin County, CO Job No. 1378IW Mr. Jaffrey: After recent discussions with you, we are providing additional information regarding mitigation of the debris flow hazard on the subject site. Our firm prepared an assessment of debris flow hazards and design parameters for mitigation measures in our report dated September 7, 2001, Job No. 13781W. We are providing information in response to questions raised by Tony Fusaro of Pitkin County, and the results of our observations. of the deflection wall installation Our report provided schematic drawings of proposed mitigation measures in Figures 5 and 6. The structural engineer for the project, Jack Albright with S K Peightal$ngneers, Ltd. prepazed a design for a deflecting concrete wall to be installed uphill of the proposed residence; using our recommended design values. We understand Tony has been expressed concern. regarding whether or not the wall design utilized a peak impact load value bf 1200 pounds per squaze foot (]?SF). We have discussed this item with Jack on this date, and he informed us that this was the case. He will contact the County directly to resolve this design issue. Neither our firm not S K Peightal prepazed final site drawings containing site grading and other information.. This work was done by Chris Ivlanera of Colorado River Engineering, Inc:'(CRE). Pitkin County has indicated concern regarding appazent discrepancies among the three design consultants. The discrepancies apparently originate tiom various terminology used in the design work. We will use the words wall /structure and deflection /diversion interchangeably. To clarify, the V-shaped debris flow deflection structure built uphill of the house serves both as a debris deflection wall, and also as a soil retaining wall. The. wall serves as a deflection structure during a debris flow event, but also acts to retain the soil behind the wall during anon-event. The design incorporates the need for both functions. A soil retaining wall (only) was originally designed. and planned to retain the slope above the house prior to any debris structure design. When the debris deflection wall was designed and placed uphill of the house and within the building envelope, it became apparent that the lower wall could be eliminated tp reduce costs. The grading design work done by CRE indicated a Yazd area could be achieved without the ower retaining wall. We mentioned increasing the height of the lower retaining _.~~ w. d. ~~. ~ . DENVER 4501 Wadsworth Boulevard WheafRidge, CO 80033 CASTLE ROCK 303.6604356 ~~ 303.463.9377 Fax: 303.463.9321 EVERGREEN 3o3.e~s.iass LOVELAND 970.663.2124 WESTERN SLOPE 970.948.5603 z.; . .. ... . , ~.. , .; ., .. ... .. ,.,.. s,. .. >. a . , ~,, ,. :Coon JobNo~13 8 W Page 2, wall in our report to deflect muddy water, buf this became a moot point when the wall was', eliminated. The lower wall is not needed as part of the .mitigation design and the elimination to reduce costs will not significantly increase the risk of damage to the house. The upper deflection wall by itself is enough to address the geologic hazard due to potential debris flow and rock fall hazards on the lot.. r We originally observed the deflection wall on March 12, 2002. At that time, the wall was in place and grading had occurred both above and below the wall. We noted two items of concern during our first. visit, an inadequate uphill wall exposure and a large boulder at the north end of the wall, which could block debris flows.. We recommended removing soil from above the wall to increase the. exposure of the vertical concrete wall and removal of the large boulder. We visited the site a second time on April 8, 2002 and observed that the ground above the wall had been re-graded to provide an adequate' amount of wall exposure and that.the boulder had been removed After our second visit, it is -our: opinion that the wall and site grading have been installed. in substantial .conformance with our recommendations. If you have questions or if we can be of further service, please contact our office. Sincerely, Q@e°v~ ~ ~is ~, ,. t~lEOF PRDFFSSi a'7v ~~J ASS ~'~M Church and Associates, Ina = ,~~`'~~ EQti~coure%•;~~ Reviewed by c%° °a" o~ `,~ ~~; gq~ ya q~F , / : ~ 3905 -< David A. Cushman, GPG '" ~ _ " Mark J. Vesely, P.E. .r~$, f~'~~~ Engineering Geologist ~9°9`•.•," ,.~•~•• Senior Creotechnical Engi SAL ~'OOpkQ PC OSN~O~O~ DAC/mjv 3 copies sent Faxed to Marc at 1-970-945-080 - 1 copy to S K Peightal Engineers, Ltd., Attn: Jack Albright, P.E. 76 Sunset Drive, Unit 4, Basalt, CO 81621 1 copy to Colorado River Engineering, Inc. Attn: Christopher Manera, P.E: P,O: Box 1301 Rifle, CO $1650 1 copy to Pitkin County Community Development, Attn: Tony Fusaro 130 S. Galena, Aspen, CO 8161.1 Faxed to Tony Fusaro at 1-970-920-5439 _ _ __ 06/05/2002 09:02 FAR 970 927 0597 3R Peightal En8lneers X1001/001 .. ' ~.., S_K PEIGFITAL 1~NGIl~ER5 Ltd .STRUCTURAL CONSI"TLT.4F7T5 ' Memorandum D tem:. June 4 20 2 PE fella Ent. ~ ~i'e~ .G-5-~2. ~~~ Re - WyandtResidence. `, c'.° ~-' Pltkm County, C~ "% .,V;;. It has been brought to my attenrion that there is some questions regarding the design of the Retaining/Diversion Wall. As mentioned on Clarification C2, 1, the wall was ' designed per the lateral loadittg provided by Church & Associates. More specifically the design was performed based on the information provided in Chutch & Associates report dated September 7, 2001, job number 13781 W as follows:. Soil weight .................. ........:125 pcf (uniform) Flow pressure .......:......:........60Q psf (uniform) Peak impact pressure: ....: ... ......1200 psf (uniform) Reduction for flow direction.....0.~07 (45° angle) Passive soil pressure ................2i2 pcf (triangular)(adjusted for slope) Additional soils information was provided by Flepworth-Pawlak Geotechnical's report, as stated in the Cieeneral Notes referenced on Clartication CZ.l,datedlviarct123 2001, job number l0l 173 as follows: Allowable bearing presswe.....-.2000 psf (uniform) Lateral earth pressure ......:......45 pcf (uniform) Coefficient of friction ..............:0.45 See the letter dated May 31, 2002 by Church & Associates for additional information regarding this matter. Please contact me if any further information is required regarding the structural design of thiswall. w: Tony Fusazo, Pitkin County Building Dept. David Cushman, Church & Associates OO151 M1 76 Sunset Drive • Unit #~ • Basalt, C0.8162I • {970) 927-9510 =Fax: (970j 927-0597 n ~,'' ~~^ ~~~;, L~i _. #, a ~~ e Manuppella Enterprises, Ina Amerlink Log Homes Western Division 7800 Highway 82; Suite 106 Glenwood Springs; CO 81601 970-945-0886 August 1,2001 Pitkin County Building Department 130 S. Galena Street Aspen, C0 81611 Re: Permit # 0869-2001 Wyandt Residence 0283 Cherokee Lane Redstone, CO 81623 ~~ '"~ ,-001 .~ x ~~ ~~~cy~c OPT' ~,ta~ >y'~~, Concerning 1041 Fire Code Issues To whom. it may concern, I am wriflng to you concerning the fire issues in the above-mentionedproperties 1041. We are proposing to meet the firerequirements in the mtin body of the home with aii 8" thicltJtig home. This will provide a Minimum of a 1-hour fue rating: All Roof Protrusions (Soffits, Porches, & Decks) wiq liave'h" Type C exterior grade Drywall under all wood trim and Finish materials. All Exterior walls that are not log will have Type C'exterior grade Drywallimder all wood siding and trim. The roofwilt have Densdeck Class A fire rated Fireboard under an asplialt shingle/metal roof system. All of the above specifications meet. the required Fire Codes required by the 1041 in tlus lugh wildfire location. :Please do not hesitate to contact me with arty questions or concerns regarding this tnatter.' Sinc~~~ Marc Read Jaffrey, Project Manager "Oct'30-01 '-!, 12:3SP Bios~ces,Inc. ' 970 963 0114 P_O1 s ,.... ~ i / ~ ; C `• / / October 30, 2001 r- O n D NOV 7 2001 Marc Jaffrey Mamlppclla irrtesprises, inc 13Uildlllg 7800 Highway 82 Glenwood Springs, CO 81(101 \ FAX 945-0890 >a~: wy.~a~ Residesee~Rey~sion, Pitkin Co., CO, Revisian to the 03-Q1-f11 reJxxr: chcmRe rnarie to the heating ,4ysrem, Dwg Set Date 9- l l-ou Attached is the energy analysis'for compliance with the Aspen/Pitkin Energyt`.ode. 7'he building meets the requirements of the code as shown in the,teport and must be constructed as shown in the printout. Any changes from the drawings will be noted in the report. 7'he project has been analyzed utilizing CALRES A/P V 1.33.14. The pmect is in compliance with energy consumption of the proposed. design at 42.59 kBtu/sf*yr compared to the standard. design of 54.89 kBtu/sf"yr. Typical constructions are: 6" wide log walls at Tower level, R-l9 batt insulation in 2x6 walls with. wood siding, in upper area. R-3S bans insulation in sloped vented roof assemblies. R-30 in flour abpve garage and R-19 in watt between garage and house. Fouttdation perimeter to be 2" extruded. polystyrene (R-10) at exte7ior with R-l l bans, in 2x4, &rring at interior. New windows and glass doors shall be Low-E glass, NFRC total unit U-values:.40: Heating system to be a 1 LTF. bailer wtth radium floor tubing. Garage will have setback heating to 50 degrees- Sincerely, / Jeff kinson Presid t Rinspaces, tne. •0504 Crystal Clydc • Carbondale, Colorado 81623 • Phone/Fax (970) 963-0714 • emalf: biospacatb?rof.nN Oct-30-O1 12:38P Biosl~.ces,Inc_ 970 963 0114 P_02 ~" ~y ...~ yCERTIFICATE OF COTSPLIANCE Residential Page 1' ~CF-1~ PLOjeCt Title:. Wyandt Residence RUIY: 713 30-Oct-O~ Project Address:. Pitkin Co_, Co 8"Lags, R22 2x6;92Rad Building Title: Wyandt Building permit / Document Author: Carol Weis ~" Telephone: 970=963-0114' "' Plan Check;/ bate' Compliance Method: CALRES/AP 1.33.14 Field Check / Date climate Zone: 1 GENERAL INFORMATION Conditioned Floor Area: 3077 ft2 Building Type:: SFD Single `Family Detached Building Front Orientation: 32 deg (North) Number of Dwelling Vnits: 1.00 Floor Construction Type: Slab on'grade BUILDING SHELL INSULATION Component Znsul Assembly Type R-value II-value Location/Comments _ ____ Door 0 0.330 Outside Wall 13 0.084 outside Floor 0 0.722 Grade Wall 0 0.108 Outside _ Wall 21 0.059 Outside Ceiling 38 0.029 Outside Floor 0 0.295 Grade Slab Perimeter 22 0.470 Outside FENESTRATION Are U- Interio r Extes r Overhang F me Orientation ; (ft2 vailue g Panes Shadin g 5hadn and Fins ~ T e Window North 93.5 0.400 2 None None None Wood Window East 3 0.400 103. 2 None- N41~e Noiie Wood Window South . 119.6 0.400 2 Non® None _ None Wood Window West 83.8 0.400 2 None None .. Norie" Wood THERNAL NABS Area Thick Type Exposed? (ft2f (in) 'Location/Comments _ ._ _. ., , Wall No 541.9 8.0 Outside Floor Yes 672.0 3.5 Grade Floor No 560.0 3.5 'G'rade Oct-30-O1 12g,39P B.iosOsacas,Inc_ - 970963 0114 P_03 - ~.~,--. ~___ , a6 + = ..:. ,~ :. ~; CERTIFICATE OF COMPLIANCE: Residential Page 2= CF-1 Project Title.:. Wyandt Residence Run: 713.. 30-Oct-O HVAC SYSTEMS "Duct Location Type Efficiency and R-value F E ioned C i Comb. hyd. - - boiler/tank U 0.92 A t ond ~ Air cond. -- central split SO.OOSEER R-4.2 Attic Air cond. -- central split 10.00 SEER attic 12-4.2 WATER HEATING SYSTEHS ' r Water Distrib Wate System Name .:Type Healer Name, Heated -----~..----- -.-----~ ---T ~---~. p.. _.~s 928oi1 .Standard 928oiler SoileS / of Energy Volume Wrap --- e---- Htrs Factor al R'---- ~`YP ----° ------ =~g--~_ val WATER HEATING SYSTEMS RISC Solar savings Solar system Wood stove Wood stove' System Name fraction type boiler? boiler pump? ..r ... _~.~. ~.. ~. .. ._. ,.., ._~~... ~._ ~ 92BOi1 -- ,,~ No No WATER HEATER/BOILER DETAILS Rated Pilot.. water Recovery Input Standby' Tank Light Heater Name Efficiency AFUE (k8tuh) Loss R-value (Htuh) -- ... 92Boiler -- 92~ 110.00 -- 12 0 HYDRONIC DISTRIBUTION AND TERMINALS, Pipe Pipe Znsul insul SystemJName Type Number run (ft) diem (in) thck (in) R-value 92Boil Radiant Radiant floor 1 0 -- -- -- SPECIAL FEATURES, REMARKS, AND NOTES ' 1. Dwg Set ..Date: _09-11-~A 2. No air conditioning equipment is; specified for zone 'House•. Minimum SEEF and attic 'ducts assumed. 3_ .Zone 'House' is heated by a bombned hydronic space and water heating system. SPECIAL FEATURES, REHARKS, AND NOTES continued 4. No air conditioning equipment is specified for zone 'Garage'. Hinimum SEE1 and attic ducts assumed. 5. Zone 'Garage' is heated by a combined hydronie space and watez heating system. 6. Zone 'House' has non-standard. internal gain of 56075 Btu/day. The standar~ value for this zone~is81~07 Btu/day. 7. Zone Garage has non-standard internal gain of 0 Btu da The stan value for this zone is 30o8o~8tu/day.~~ ~~ ~ Y' -_ Bard COMPLIANCE STATEMENT This certificate of coy specifications nee3ed"`~ City o€Aspen/Pitkin C. regulations to impleme. individual with overal compliance is'submitte~ orientations, any shad Features, Remarks, and fiance lists the"building features and performance comply with the Energy Conservation Standards of the ~ji' Energy"Conservation Code, and the Administrative. them. This certificate has'been signed by the b. e oriasinglenbuilding~planeto besbuertilncmultppl ~f®ature trim is varigd xs indicated in the S ecal tes section. DESIGNER OR OWNER Marc Jaffrey Manuppella Enterprises Inc. 7800 Highway 82, Suite 106 Glenwood springs, C0 "81601 970^945-0890 DOCUMENTATION AUTHOR Cazol Weis o5o4PCrystalnCirclefDrDickinson Carbondale, CO 81623 970=963-0114 n . ..'~ ~ . u ~+ iu u Signed Date Da' ASPEN/PITRIN COMlZtJNITX bEVELOPMENT Name :. Title: Signed Date _. Oct-30-O1 12...,39P Bios~ces,Inc_ 970 963 0114 P_05_ CO!lPUTER METHOD SUl9~L~RY Page 1 C_; Project Title: wyandt Residence Run. 713 30-Oct-c Project Address: Pitkin Co., CO 8"Logs, R22 2x6,92Rad Building Title.: Wyandt Building Permit 8 Document Author: Carol"~teis Telephone: 970-963=0114 Pian Check /Date Compliance Hethodc CALRES/AP 1.63.14 Field Check / Date Climate Zone:` 1 aa~esrsmcc~~~~.~~e~ ==avas~a~;=s~~--==~ss~C~=w~,.~~~~aeoa-i%aci z~-"~sva~"~~ ... ENERGY U58 SUMMARY (k8tu/ft2-yr) Energy use Standard"Design -Proposed Design Space Heating 44.98 32.80 Spac® Cooling 1.42 1.4p Water. Heating 8.49 6.33 :.___---- -----°- Complies Total 54.89 40.53 Yes GENERAL INFORMATION Cgnd3tigned Floor Area:. 3077 ft2 Building Type.: SFD Single Family Detached Building Front orientation: 32 deg (North) Number of D}+elling Units: 1.00 Number of Stories. 3 Floor Construction Type: Slab on grade Number of Conditioned Zones: 2 Total Conditioned Volume: 30770 ft3 Conditioned Footprint Area: 1232 ft2 Grqund Floor Azea: 1237 ft2 BUILDING ZONE INFORMATION Floor Vent Vent Zone Area Volume Thermostat Heig2~t Area Name (ft2) (ft3) Type Type (ft) (ft2) Garag@ 672 6720 Conditioned 50 p~pn O House 2405 24050 Conditioned CE:C_Standard 8~0'~ 80.1 OPA4UE SURFACES; Surface Area U- Insl Tru Slr Construction Type (ft2) value Rval Aam Tlt Gns Type T.gcation/comments Zone =Garage ' ---_.:. ; Door 112.0. 0.330 0 122.90 Yes 160X70 Outside Wall 147.0 0.084 13 32 90 Yes"'Concrete outside Wall 133:0 0.084 13 122 90 Yes Coiic`rete 'outside Wall 14`7.0 0.084 13 212 90 Yes Concrete Outside Floor 672.0 -- 0 -- 180 No S1ab140E Grade " _.. Oct-30-O1 12':39P Bioscws,Inc_ 97063 D114 P_06 ~~, ._.' GOMPi7TE[2 METHOD SUISM~RY _ Page 2 C^21 Project Titlet Wyandt_Residenee Run: 713. 30-Oct-O: _ --_-_____~,.-~..cs-cam==x~=secmm=eaa~e_as4==~~~c ~mz~ca= _------==m~sas~tsmmr: OPA(aVE SURFACES continued Surface Area U- Insl Tru SIr Construction _.. Type (ft2) rralue 12va1 AaYa` Tlt' Gns 'Type Location/Comments: Zone =House Door 21.9 0.330 0 212 90 Yes 32X611 Outside Wall 378.9 0.108 0 32 90 Yes `Log OutsirYe ' Wall 173.1 0.108 D 122 90 Yes Log Outside Wall 341.6 0.108 O, 232 90 Yes Log outside Wall 228.3 0.108 0 .302 90 Yes Log Outside Wall 170.5 0.059 21 32 90"Yes'W21.2xb.16 Outside Wall 274.6 0.059 21 122" 90` Yes mp`21."2116.16 OUtsi~e Wall 268.9 0.059 21 302 90 7~es W21 2X6+16 outs~de~' __ 16 Outside Wall 24.0 0.084 i3 32 ~ 90 "Y'es` Co"~ria"3~"eteOutside Wall 24.0 0.084, 13 212 30 `Y'es Concrete cjutside Wall 66.9 0.084 13 302 90 lies Concrete "Ou"~"sid"e Ceiling 714.0 0.029 38 32 35 1~es 1238 2x12.16 "O}ttside Ceiling 91.0 0.029 38 122 35 Y"es R38 2x12 16 Outsidg _. ,. Ceiling 690.0 0.029 38 212 '35 es R38.'2x2:1G` outsi e Ceiling 91.0 0.029 38 302 35 Yes R38.2X12.16 outside Floor 560.0 0 -- 180 No S1ab140C Grade PERIMETER. LOSSES _ ._ Insul Perimeter Length F2 Insul Depth Type - (Pt) Factor R-val. (in) Location/Comments . ,~, ~ , n ~> w, . _.. a ". ,.~.. H,,, ...,F~ ... , ,, Zone =Garage... Exposed 28'O° 0.470 22 36 Outside _ Exposed 48'0^ 0.470 22 60 Outside.,.. Zone =House Expos®d 10'0^ 0.470 22 48 Outside Exposed 58.0^ 0.470 22 96 Outside FENESTRATION. SURFACES Glazir-g Fenestzation Area Tru Open Frame. Charactr Name Type (Pt2) AZS~ T1t Type Type Nam® Comments Zone =House NALH-3 wind 10.8 32 90 Hinged Wood Low-E NALH-3a Wind 10.8 32 '90 "H'inged Wood Low-E NALH-3D Mind 10.8 32 90 Hinged Wood Low-E NALH-7 Wirid 21.6 32 '90` `Hinged Wood Low-E NMTS-1L Wind 39.4 32 90 Binged Wood Low-E BALH-20 Wind 7.0 122 90 Hinge3 Wood Low-E EALH-9 Wind 8.7 122 90 'Hinged Wood " Low-E EALH-9b Wind 8.7 122 90 Binged Wood Low-E EMTS-1R Wind 39.4. 122 90 Hinged` Wood Low-E Oct-30-O1 12:39P Biosca~c¢s,Inc. 970 963 0114 P_07 Y Co1sPUTER 1+LETHOD SuMlR1-Rr_~ : _. ~ . _ Page 3 4 C-2' ~ I Project Title: Wyandt Residence Run: 7 13 30-Oct-O ,.~~ v ~.". ," „_. _.,,. ~_ . ,,.~ _ _ FENESTRATION SURFACES cont inued Glazing Fenestration area Tru open Frame ' Charactr " ' Name - Type (ft2) Azre Tit Type' Type Name Comments EMTS-iL wind 39.4 122 Hinged 90 ~. good ~ _ , .. Lov-E SALH-7 wind 21.6 212 _ 9tl. Hinged Wood Low-E SALH-7b Wind 21.6 212 9o Hinged Wood Low-E SALH-2 wind 30.1 212 90 Hinged Wood Lov-E SALH-zb Wind 30.1 212 90 Hinged Wood Lou-E SH-303 Wind 8.1 212 90 Hinged Wood Low-E SH-303b Wind 8.1 Z12 90 Hinged Wood Lov-E WALH^2 Wind 30.1 302 90 Hinged Wood Low-E WALH^2b Wind 30.1 302 90 Hinged Wood Lod-E WALH-9 Wind 8.7 302 90 Hinged Wood Low-E WALH-9b Wind 8.7 302 90"Hinged Wood Lov-E WALH-18 Wind 6.3 302 90"Hinged Wood Lov-E GLAZING CHARACTERISTICS Glazing charactr Glazing ~ of U- SC G1 3, Inter ior SC Int ~., , Exterior SCuEx , ~~ Name Type Panes . value Only Shade Type Shad'e' Shade Type Shad Low-E Clr/LowE 2 „ .._ ~ 0.40p 0.650 None 1.000 « _ , None 1.Oa INTER-ZONE SURFACES Surface Area Insu1 Construction TYpe ' (ft2) U-value R-val.. Type Co~hei'~ts Garage/Rouse ,: Wall 280.0 0.065 19 W19.2x6.16 Ceiling 672.0 0.036 30 R30.2X10.16 INTER-ZONE VENTILATION Vent/ High , Open Vent. Height Vent Type Area Area Diff Comments _. ..,,. None OVERHANGS Fenestration -----_^------~.-- -----° ,.,Above 'Left Right Name .Height Width Depth Glazing Extension Extension " .... .~~. ~ . _~,~,.".. ..w"... . ~ ,~, _„ _ None Oct-30-O1 12g40P Bibspacss,Inc_ 970 963 0114 P_08 COMPUTER METHOD SUMMARY Page 4 C-2F project Title: Wyandt Residencg Run: 713. 30.-Oct-07 ... --'-----..,~~~~~,~__~~_ tea:-s~~s=== -=_= FINS Left' Fin..... Right Fin Fenestration Exten Dist EXten Dist ----------------=--------- Fin Fin above to Fin Fin above to Name Height Width Depth .Height glzng glxing Depth Height glzng glzinc None THERMAL MASS vol Cond- ArCa Thck Heat duct- Construction I1nsd Ca ivit e" Rva~ Location Comments Mass Name (ft2) (in) p y Z"yp ------------° -~^--- -_-- -_sz_------ h Z ne Garage 0 NGar 147.0 8.0 28 0.98 Concrete 9.65 Outside EGar 133.0 8.0 28 q.98 Concrete 9.65, Outside SGar 147.0 8.0 28 0.98 ,COnerete 4.65 ~ Outside .,... GarSlab 672.0 ~3.5 28 0.98 S1ab140E ~ ~ O Grader ., ~ ~, s zone = House NLower 24:0 8.0 28 0.98 Concrete 9.65 Outside Slower 24.0 8.0 28 0.,9,8 Concrete _ 9.65 Outside N1Lower 66.9 8.0 28~ 0.98 Conc"'rete 9 65 ~ ~ butsid® ~ ~~ ~ ~ HsSlab 560.0 3.5 '~2$ 0.98 S1ab140C Z:O~ _ ~ ade ~ SOLAR GAIN. DISTRIBUTION Fenestration Winter Name Fraction None HVAC SYSTEMS System Name zone Garage 92Boi1 See Note 4. Zone = House 92Boi1 See Note 2. Duct Location Syst®m type Efficiency and R-value „~ ;, s comb. hyd. -- boiler/tank 0..92 AFUE Conditioned. Air cond."-- central .split 1q.0q SEER Attic R-4:2 comb. nya. --boiler/tank 0.92 AFUE Conditioned Air cond. -- central split 1o:`g0 SEER Attic R-4.2 RATER HEATING SYSTEMS Distrib Water Water ~` of Energy Volume Wrap _. ~ _ _., System Name Type Heater Name" Heater Type: Htrs Factor" (gal) Rwal 92BOi1 Standard 92Boiler Boile; w/tank I --~ 50 0~ Oct-30-O1 12:40P Biosc®s,Inc_ 970 963 0114 P.09 ~. COMPUTER METHOD _SUMMAI?Y „- Pages 5 ~ C-2:" ,,.. ., i . Project Title:.,.. Wyandt Residence Run: 713 30-Oct-O. ...__---_--.z~~~v~:..:~~ --sz-~ae.~a-rim=sars~as~~-xc sa-~e=at~a~,.,-:~ ~s_~ssaie..n.~r. WATER HEATYNG SYSTEMS MISC Solar savings Solar. system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------ -- -----. -- - - d -.- - i { 92HOi1 -_ -- No No WATER HEATER/BOILER DETAILS - , Rated Pilot Water - Recovery Input : Standby Tank Light Hehter Name Efficiency AFUE (k8tuh) Loss R-value _ (Htuhj 92Boi1er -- 92~ 110.00 ws .._ -- 12 .u.. _ s- „ F , ~ . 0 HYDRONIC DISTRIBUTION AND TERMINALS ,,... , Pipe. Pipe Insul Insul System/Name Type Number .run (ft) diem (in) thck (in) R-value _. 92Hoi1 Radiant Radiant floor, 1 0 -- -- -- . ~ SPECIAL. FEATURES. REM]GRKS, AND NOTES. 1. Dwq Set Date: _09-11-00. _ - ,.w_4 q P Pe '. m SEER z. andaatticnduotsnassumedi went is s cified for zone House 1~tinimu 3. 2one 'House' is_heated,by s combined hydronic"space and water heating system. a. No air conditioning equipment is specified for 2one :'Garage'. and attic ducts assumed. 5. 2one 'Garage' is heated by a combined hydro»ir ---------- Minimum SEE ill +' ,, 1 i I (C~ } F £~: ~~` Wyandt 1041 Site Review Pl_~rt Tract 11, Crystal Rtver Estates SITUATED IN TFIE NEI74 OF SECTION 29, TOWNSHIP 9 SOUTH, RANGE 88 WES7 (iFTtE6TH P.M. COUJfY OF PITKIN. STATE aF COLORADO I ~~ f ~ Lo! Lines os Per Plol- I I L______ IS' Rae6~ay e bract ..Sl.oo•~ ________________ l ~~R~IlT N~` r+IB r rBS } ~~ I- y ~ L ie. n zn >^,~.~ ~, _,~ i t,mvt~ LGT _...__,~ e ~ v~,~J C C~S~gI Boa/ - a y~n~~ ~e ~~ sTUX ~/~~. ~7~~T~ ~" ~BDi. Pa I ------ Rr IPfi -' / / ~ / / Ow l nwi / 1 ' ~ i ray*. 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SPIP lRpCi W LN1Y CMIPIPS eP5 KRES wi S,dIVX Oa SgIP Rnl. \ \ \ fowd ReW~ V Pios / [el, Pli 1!111 /~ / 1 .+ y /~>~ / ~~ /~ ~ IQ91N21~RD1tLVBK}1V[P aP%,ICaNi KKlBI~"{S iW.l i,4Y MPVE BECN IKWKD BY P11%IN fp.NlY p! INE C%ISICME IA IpP11NZPFD ABgRY1 MTIII NICCI IK PRWLRCY, PHY IX^RpVEKNj$ P D M£ USC PxP OLCUPaKY KRSF •xE PRDVISIW31'+KX WDAaiipv3 W r9! Ix Pxv VaY PSSIRE W IxRr ixai PR[P5 PJISItt V RSIGY<I[pli1P 4REa3 VILL fi[ !RC[ lR6Y NP3PFDS. M x I Dv[D NIIILa11pi xCASUP[S RI WNRPxiR'4 W[1V V nnY RTRIv PIIRIN Cp91}i HEYERI$dECR WPRPVµ ix131-7. R!V CV SIIC PLnN mi tlC@+A VXi6 nxl nN•RP VIp 9Y IY M`IM. Nt •fEY iNIS pY N _. 2WL'g+EC' iU 'K KaRX.G C(IICEPS' 4CISIM RECPRPCD PS RE[EPil6u !A ~ _ PITKIN fM11tY [L2R1[H'IEPRKR CERiI(IGIC iui$ 10!1 xGjPRp REVIEV SIiE NPP ID~PICP !M (ICING IN iM CFrICC p( iMC REIM PNp RCCMDER ff i11~W lY. CCLtlU CII iPx1$ ___________ ________~ 2WL INISL<'M}C _ ____ PI pLC __________ IMMR xCCCP/IM W _ ____ ____.__ ----- ------------ wRRlwevr. acrsi .ND attnRae SHEET 1 of 2 `i ~ . t.+ II ; "1 3 "°ra-~ ...~NIY(IT Lr~4L1 1.~ SurvCo, Inc. Professional Land Surveying Services 1001 Grantl Avenue. Suite No. 205 Gienwootl Springs, CO. 81601 Phone: (970) 928-8233 Fax: (970) 928-8840 Wyandt 1041 Site Review P`n Trac4 91, Crys4~l Fiiv®r ~s48tes ,1 n ~ / , SITUATED IN THE NEI/4 OF SECTION 29, TOWNSHIP 9 $OIJTH, RANGE 8B WEST #THE 6TH P.M. 11/ ~ ~ .'~ /~ ., \ `~ ~ ~~ I i. Y 1 ~ I -..'I COWTY OF PITKIN, STATE OF COLORADO ~~ Y 1 I i /~_~ ~~ 1 v 1 ~/!/ 1 - T_ - - - - - - - - - - - - - - - - - - - - IS' Poa .ay om Uei y Cosrrcnt lBCO4 SP:, ecge IB<a i / e a -~ -~ 1 / / _ ~- 1 / J Atq f. ~~ I;; I ; ~ g 9 1t , 4i, j \ i ~ / / yW, `PWerq Se'Oack Lra6J / J ~ / / / ~ { Hero. ! ] ) / ~ / ~J ~ ' } t / f, ~ ]~~ ~ ~ r ~ c ~ I I ~ b. ~ ~ / !e ,: • Armes. {~- 80<v , ; d e ,~ ,,I 1 __.__.__.'_ 18G.33' ildi g B e Envelo -- -- -- i - - ~_G_? s> <A ~ ~ - / p n u ~ _ _ ~ / : 08091 I 0 / J a4 v. .oz J / [app s. + / r / ~ ~ / A / \ I J / ~\ \ I 0 5~ ! MY Yee f tU r ~ ` J Sing ipken ; ' p tr J / \ \ . ( H l IOY Bsnt floor' IOP6.W OtlM1e ~FO s m / I . \ \ ~ /~ / l , / I 1 J \ \ \ m mut 1 ! Ori ~ - J \ ~xeror _. I4ao+w .~ru / . t~ o Urm1 - / ~ / J J / ~ / 1 r ^ ~ I ~ J.W - / tia , ~y a ~ ~ 1 ~ es 9 a<er , /O / - U pl' ~' SS rte` 3 t ~ \ to j a ' ~ 539\ \ l + ~ f ~ J J u / / / ~' . ~ / / ~ ~ / l . i n ~ E+61n4 T0009eOpFy T k ~ r `, _ Teaa Survey ~>' Ofne s S6y5 ~ S Zs ~ / . I J f ` / / / ` `~ ~ / e: ::~°wa .ere.. % / / ~ ~ rce.. 4,«. ~ ~ / / \ / - \ \ -~ ~ / / \ _ I I \ \ / / J L _ _ o oG1..Y (acrnee ~ - r t sBCar 2B - g .P.; , _ ___ y` ' % ~`° i ~~~ ,,,,____/ : / l ~ GRAPHIC SCALE o ' / _ p - k i a n / R1 ro 4eoo~ V.Rps h / o ie u ' een Pu ew / / / 1 SurvCo Inc ~~ee , , , '"~' °"` J / Professional Land Surve rrs in S y g e eea wwmen -s..a+v -- ~~ / / 1001 Gruntl Avenue, Suite No. 205 G usvwec an®ie ~ 'OpA6 0 w sr "P!0I -u ^°t~ x ~ ~ - J'~"ii=~ 2 O} 2 lenwood Springs, CO. 81601 ( . +rz cNVav xx m4roe Pn on e: 970) 9<8-8233 Fax:(970) 928-3810 ~ Y p a a >3 ~ ~ PLIE BY ~; ara.~R .~ _ ~ ~~~ ~ wcorrnueus RlDbE VtNr-.~ ~~' {+~~ - 1. MAIN', F~ J ~ hi 2 ~ > J" t ~ t ~ l +, IZ 11 +. ~ ' ,~I3- ~ ~ - . ~ r< x SHINN.CS BY OW1ER F ~ _ ~ 13 , ~ ~.2XB RAKE FASCIA F OLASSIG L0~5 51DIN5 S -2X_ TRIF' EOARD = 4X6 POST - Y. IX, OLh551G ~ InF WAII ~ Y lI 1 Yl 1111 Itl 11111 11 11 ~~ - 1 ,MAIN ROOF RIDGE ELEVATION 1058 SEE SITE PLAN ~ °N~ . ~ \ rr t 4 12 \4Y2. : ~ i ~ \ ~ ~~ _ 1 FRONT 1=LEVATION 5GALE~ y" < P-O" .. 2X_ TRIM EbARD ' ~ O1NF11atY f.R 1OKET . y BT OW €R ` ~ - ' S12 OLASSIO LCM SIDING s ~ ~ ~-. k t ~ d] _ a 14 ' -' '. ~ F ' 1.. s. . ti* , ~ . ~ ~ ~s axe Rve rhsclA , _ _ n,. . ,: - - RY,BEIJMf c rt ! fi y ~~ fSG GVEi51G z < ~ ,. -,., ,- ~.;. . • r - 1.0G vW.L 4x6~PO5T +`° 's' ~a-., ...°~.. - ° x s -r- n " ~> a ~ ' ,~ yy z; } S t t o f _ ~ f .. t k '~ 6 h ~ ~ v a: , _ . . y DECK 1 NANDFtM4 y . . S ~ ~ ~ °~. _ RY 6MF-R ?+ _ ~ G':`3 ~. S- ~ _ ~ ~ a cam. 3 ~e I FF T 4" ~ 4< i ~'~~" P ,~ ,. { F~ { .',a< " MAINROOFRILXiEELEUATION' - F .SEE SITE PLAN,`coHnHL~arraDSEVe.R ~' r~~: <' ~R ` ~ - t . a X ~' i a { y ~- 14x(2 ~ _ Ny,l4 { s U $ ~ S R. 3 ~ 3 °~` i < s ~ i i ~ et ~ `. ~ r k r '~~ ~ s ;, < < , S a SHIN6LE5 BY OYPER' ~~ i ~ ~ t < ~ b. i` , a t v .''' .. i. ,~ x i,,' .," y ., . 2XB'FASGA , , ... " :^ ~ ~ c s: ~ ~ _ ~ ~ .; '; - ' '-' ~ TRIM BOARD ~:~ _ fy: ~, - GLA851G LOG SIDIN6 k sr ' 8.12 ' s ~ ~ 1 ~ - .. _ :, , " " I i ~ i .Y ~y~ ~ l ~ LLLL ~ 11JJ~~I ~ LL J1 ~ ~ ~ ~ ~ ~ ~ _ ? x .4G 9KIRTINS s ? 1 i ~~ ~7 ~ 6X6 P OST - . ~d. BY R 5 ~.. ~' ~1 ~` ( ~ _ _ _ . ~ :MAIN ROOF~ RIDGE ELEVATION 1056 SEE SITE~4 LAN' ? Y' D/O~R ,,, , . GHII-MEY 6Y OYwER ~ 4'+sl \ @J2 . ~ ,; . •. 4xB RAKC F A r ~ c A ' ` ~ - 2'-• _ a 'i2~AR f=L~~/ATI N - -- ~ ~ :1~ - -- -- __ O ~ I ~ ., y 3GALE~ ICf" = 1''-0" - GLASSIG 106 SIDINS ~ ~ ~~ '.~~ ' 1 t ~ .;. ~~ °: f ' .. OJL 1TAM BOARD -~~ _~ . GNI MNEY GRIGf~T ~- 4;> ~ H Y OVKR R'r :, . ~ ~ - 8 ~ ~ = ` ~ 1 r ~ bxb GARRW BEAM 14 , - ~ ~ ; r ' ~8 ? ~ ~ t ~ ~~ f ~ j 5 Z Z 4 ~.5 ~ { ' u z~ ~, t } ~ 4:(b POS A L ~ i~~ _ ~. ISG $L SBIQ ~ [" ( ~ ~ ~ ~4 '~ l06 WN1 .f . ( ~. vN L r Y 4 i r ~: lE s z. s: I ~ ' ~ ~ ~~ w .i ~ i . { ~ f ~ ~ 3 { k r S^Y i k ~ i ~ " : 'DECK i HANDRAIL +~ ~i $it h~ > t T$_rk 4 ~ ~I . ,ry, .. x ~t l.a.la ,I ~ ~ :~ _ . _ . Illl ~. ~:. {{k~ # y t fx , ~ ~~~'$~.^.t P4 -~^~~ '~ ti~ $! s=~ 3 , ,k :> r tk ~"~ ~ e , 'r ~i i?, ,§ : r.. ~~ ~ ~.a r ~ ~ 3 a ~, 0 a m ;. ~ aF a xh 6 > a si + ~ ~ ,~ . t y" . ~^ ~ k~ z i T x ` ~ F yF F :f £ ~ ~ L r ~' 1 § 4. { ~~ ~ ~ 5 ^x f 4 t •' f3) 3XB HEADEk 5 .. c' - .: NV.'h' GDX IYP. ny.o,~> f ~' 3P-~` EV G04MEk ~ '. m e .. ,- ALN 3 _- ~uN-~ } ~. -tv .:i L ~ a i, i. k fi, Y ~~ ~ ~ .: } 3 p~I _~6Y OWtlLR _ ~ ~~ ~ x ~ 7 ~~ 5 _ i (~\'. BEDROOM mI ~:.~_.. r~ ~~ yI s vl NOTE: ALL SHADED INTERIOR PARTITIONS ARE TO eE LOAD BEARING. 2-I .' % Ib' LVL BY OYQiER J d O Q s ~1~ ~ . U ~s . : a ~ ° Z O y ~ O t~ t ~"~ a _ ~ L7 L ~4'-Id ~--4'-IG" I. 4'-11" L~J b'-2" I J 5'-8 .. 7J 5-3~ 5-4 ~ <, b-0 b:-0. 9 ~~~ A --AM ~-0 Y ~ ern ~ V 7~L7 mm ~G'~ m~ . ~t t- • . ~.. ;: II NOTCS: °' ri- DATE. \ 4/IVOO R,~ UIOFQ FWTNii TO 6E i9GAtFD EEiLY'1fT.CftLkE ifn IGGAL ftM1tDdG LOLE. 4 y H .~ 2)OWER iO PRp/IG£N1 NYAtlR 0q.T5, HA501RY. COICi~T451~CgJRIB. PoST bW.VN HY. r i ~ R ?~ -.. - ` BASF , ND Fit IABGR G/D ALCY'iSORIEi IL2CKARY T0115TALL SAIL B. AYGGGG ~ T #t 3)F'AIDATIGN°AGiW SPIOtOWN. Cf1Y. FOAIDATION YMLL ND FOOfB>. % SCALE: , ,.. .~~VU~f~eT~~N PLt~iN FEx Jam F¢R FDOTET(AAb roDlBe Ar eASEa POST, SIrAtneE Pr+aEEwlalvuY '~, eusr. Ip NOTED F" ~ sy a ~~i $GAI.E:, p°= I'-0° I DE~IOtFD TO GARY NiH IA'.N. BAIDNO.[ODEe IdD FJ(ISTMS 9nE COlDIIIOIB. ~ t ~ ~ 4i PFDAIF. DEl,IOIST4l1D32 A,L PAAiITIG15 PMAt1E1 t0 T4N a JOISTS } 1024098 J S f= 5) OWHf TO FFOJDE fOUDATK)N VBiF P6c Va:AL CODE. ;' t YI REVI510N6. b/ CNBt TO PROJIOE K.CE65 TO CRN'lSPA/E PER LOCAL CODE. t' v. , "' ,. l) ALL DECK J7IF5. NNlB;S. 61ROBt5, Am DEGON6. n ;._ 3 to J - Y TO BE PFV55Lf~ TRE4TED AID PROJIDFD FN OEtHt SIffCT NO. X ~_. ..___ ___ .._.. _ ._ _.. /Yy^I ~Z ~~ ~ ~V L J I J 'L-J L-J L l J L J L - J L-J L_J ll - '~ (l J C) T j\ ( I 0 ~ ~.-O. .p _ ~ 8.-G" ~ ~I ~ ~ 2X6 NAILER I ~- r f i ~ I 1 -- I ~ I ~ ~ ~ ~ ~ ~ I ~ y, ~ i~ l 1~ 6A~EMENT I 1 I IFLODR DRAIN ~~ (~ i ~ I I I ~ ~ I I f~ I --- ---* I t/ ; \,\ I I ! ; 2 I ~ I JOISTS 'O! ~~ II il I I 1 I I I w ;I ~ I ~ ~ .p I~ q I ~ ~~ .. IpIV Q HN I~ I I , /I 1 \ / 1 ~ \\\ / ~ I I I i~= b Q~N 1 I l - t I va \ I 2.b FRAMED LB WALL ON A Tjlm 16"r8' THK. LONT. GONG FT6. ` ~ I ' ~ I. \ / \/ 1 !' 1 I a~ -: I I LI 0 W ( I ~ ~ b.. ~.._q. 0~ G._a. 3' ti .,y, rv . ~ W/2-+5 REBARb CONT. I I '. I I BEAM a L-F.~ nCY 1 b' Av ~ I I r \~ I \ ~ 1 1 I ' 0 I I I I .. _ - ~ ~ .\ I I ~ISTEELI h ~I I I 1 / L - BY OYP.¢R I / BY I X 14 LN. 3 I 6T UnNL-K I / \ !I I ~ 1 I I I I ~ I i ~ I ( I I I ~ I I y' I Q I i ~ , I I I ,. ~ ~ ~ RA6_E \ I I / I i! ~~II ~L ( `/ 1 - iI " ~i I I :I I I I - R ~ ! ~ I -- - - L I s I I ryi V Q ,.i ~s ~ y 'A ~-' ~ 1 ~ ~ ~ - '\\Q FINISHFI OOR 7026 i SEE SITE: PLAN ~' '~ I ~ ~_<,.a NAI I ~ R i ~ ~{-- ~ i~ I"IIL yo I ~ ~ .. I I 1 I I I 7 L 1 ~1 11 I I ~ nl -1 /`/'1M 1 - i 1 1 `i '~' ~-,_ °I L ~ o m _. li 8' ; .:.. - 1 l _ @'-4.". ~ .._ _ 10":MASONRY~K. WALL ON A __~NV2%+S REBARGSGONi.~FTG LLI r .. 24-11/2' ~.al 1 -vl I d I 0, I m I ~I 1 1 L- a 1 I ~ 1 I '--1XO NAILER I ~ I I I J ~ D 9-0. l 2 t- m a III r III ~-- 2X8 DCUBL[ RIM I I m ~ I I{IF ~6>~ P~C ~ III ~ ~ ~ I r r _ r-~ r-~ ~~~ ~ r_i r-~ r ~ __ __ 1644 1 ~ BUILDING P~I~M IT 1~pPl ICATION . ~ ~ Jurisdiction of " ".' .. , D D Applicant to complete numbered spaces~only. :v N N JOI ADpR E3o9~ -.. -.. .. // ..... .. ....... ~.. ( tea LEGAL f DEStn y / I^SEE ATTp CH ED SHEET) . / t ~a.~. " OWNE ~ NIA1 XObRE"95"'" "'"' YIP' PHOR2""`°°~" "~9- „ COrv TR TOq ""' `MAIL ADDIP"§33'~ ONbT1 E' ' ~ LItENS ` 3 7 ~( ARCM Et'TbR ESIGV Eq "- ~ 'FIA1 AED11656`"' "' PNOxE °" LiCEN3E 0' ' ~ s 4 a r " .: .. ~~ o_ . ~_ ~ _ . ", T.. ENGI EEq SMAIL ADORE ` 'PXOF(E' -"' ~' LICEN§E'NOJ""' " 5 m .~ ._, __."_ . .. ;._ L EMO - 1:1AIL ADDRE33~~ "" "' "' " BRAN CN 6 ' ~ t~ r V'Yt <a~: VSE OFB LOING - 7 - -.. .. 8 Class of work. ~ NEW ^ ADDfflON ^ ALTERATION „~ REPATR ~~ ^ MOVE` ` ^ REMOVE ~ ~`~ . ,w„ ~. _ ~. _„ .. .... _ , ~. ~..... 9 Describe work: ~ r lv ~ uJ ©-/v. ~ 10 Change of use from... - Change of useto.. - 1f Valuation of work: $- ~~ZJ'"~ / 00 ' ~~jj yC ' PLAN CHECK FEE !~^; ~ PERMIT FEE ~p[.7 SPECIAL CONOfTIONSI " ` ~ Type of : / ~- Occupancy , . Const ~r° Group Dlvlsion ~` Size of Bltl9. !t / No. of Max (Total) Sp. fit, /.5 - -Stories °7i~, Occ Loaf -~ Fire USe Fire S ri kl0ra "' gPPLICATION ACCEPTED BV PLANS CHECKED BS' gPPgOVED KCR`ISSl1A"NDE"Bj' ZOn¢_ ~ ZO D¢ ~ ~ p p 'RepDiretl ^Y O , es NO. No. of - OFFSTREET PARKINGSPACESi - Dwell(ng Units Covered Uncoveretl NOTICE .. Special Approvals -'Required - Received No4 Required SEPARATE PERMITS ARE REQUIREb FOR ELEC'TkTL''dL;"`VL~CIYT('~•='~ ' ING HE 'G' I " "f ' '"XY 7° 1 ` ` " '~ " "' ZONING _., , ,,,,,,,„,,, , ATIN , 1 N T .4f} E L Pf P G O i Cb f~ Ul fl0 Ci: " THIS PERMIT BECOINI=S`NULL ANb VOID'~fF`Wt23~'~'fRUl`O"` HEA(„.T EW1' K.y +r`.•i" ~ -'~~. TION AUTH ORfZED 1S NOY COtviMEIVCEb WV`f`~i'(`i~fi"b.~'"'S'~"O~'2"`~('~'-~ ' ` ~ ' ' ' " ' F7RE DEPT: "'msg. ^ . CONSTRUCTION OR WO RX fS SUSPEY~Tb'Eb TS(?%{ ~I~ I B S tj ~IE I5~(i q' PERIOD ox't7tl""tl'X5S""dT dx1~i"fIRXE""1~1`E" -~ CbM. SOII:. REpt5i3"t"' MENCED: v~ „+„ ~ ETHER (Spec€ty')"' __,,yyqq I HEREBY CERTIFY THAT I HAVE'~`READ AY1L E ED""I'~(5~ APPLICATION AND KNOW THE SAME Tr^'BE TRUE AN77 CORRECT.` ALL PROV151;ON5 OF LAWS AND ORD1'fJANC$S OOVERNLNG THIS ° .~- , TYPE OF WORK WILL B OMPCIED WITH WHETFiER~"SPECIFIED` E C ' " _.. HEREIN OR NOT, THE GRANTING OF A PERMIT DOES' NOT ' " `~~_ s ` PRESUME TO GIVE AUTHORITV TO V70LATE OR CANCEL THE ' , .. PROy~I SIONS_OF ANY OTHER STATE "OR LOCAL, CAW REGULATING " ' CONSTRUCTION O R THE PERFO RMANCE OF CONSTRUCTION. ~ .~. ,. 314NATURE OF COrv TgpC TOROR AV TXORfZEDAGENT IDATE)' - rJ SI GN dTU RE OFO ER IF OWNER BU ILOER D E~ WYCIU bbflOLPO'~V"\/wrY~w~ i,u:-r u.rnn.Irv'~...~~.a xa:~~rv:CG_.^_mxu-,_m u','.+v.. scxx n.nc-..xr ,. ....,..,.. .... .Pa~ . .~~.. •• •...~ •~ucr ~n iVVR ICRMII rq. PLAN CF~ECK"GALIDFCTl`CSN""°""""'cK.`" " `"M.o.` c`ASH PERM77'V`~L"~C~%,CTt`QIV""": cK M.o: c.gsH Form t0o.i INSPBOTOR -..