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HomeMy WebLinkAboutpitkin.bldg.264536108003 (2)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. .1 .. Pitkin County Community Development Department This certificate issued pursuant to the requirements of the 2003 edition section 110 of the International Residential Code. It certifies that at the date of issuance, the structure as described below was in compliance with the various resolutions and ordinances regulating building construction and use in this jurisdiction. Use Classification: SFR Building Permit: 0121.2006.PRBK Building Address: 1654 LOST BASIN RD CARBONDALE CO 81623 Owner of Building: RANCH II LLC Owner Address: M a Group: IRC Type of Construction: VB Use Zone: ,., Description PARCEL ID 246536108003 TRACT 3, BANE TRACTS. 2.904 SQUARE FOOT THREE -STORY RESIDENCE INCLUDES THREE BEDROOMS, ONE FULL BATH, ONE 3/4 BATH, ONE 1/2 BATH, AND ONE KITCHEN. SPRINKLERED. Comments & Restrictions: HEARING OFFICER DETERMINATION 17 -2003. HEARING OFFICER DETERMINATION 24- 2002. 1041 HAZARD REVIEW SITE PLAN RECORDED AT BOOK 66, PAGES 47 AND 48. ONE WOOD- BURNING FIREPLACE. ChlefSuilding Official Da f6 Note: In all occupancies, except R, this certificate must be posted Ina conspicuous place near the main exit on the premises for which It Is Issued. Any alteration or use of these described premises or portion thereof without the written approval of the Building Offual shall negate this C.O. and subject it to revocation. Ja' s ASPEN ♦ PITKIN COMMUNITY DEVELOPMENT DEPARTMENT PERMIT APPLICATION WIN PITKIN COUNTY CITY OF ASPEN ❑ r30 South Galena 970 / 920-55 970 / 920 -5090 �eneral `Aspen, CO 81611 970 / 920 -5532 Inspection Line 970 / 920 -5448 Inspection Line PERMIT NO. Permit Anpll.m to complete numbered spaces only _ JOB ADDRESS 1. Ili 5 T �ASI� ) 060 ( - Q �1 1 �1 v / e o D co LEGAL LOT NO. BLOCK TRACT OR SUBDIVISION 1❑ SEE ATTACHED SHEET) 2. DESC. f' 3 DE OWNER MAIL ADDRESS ZIP PHONE < FD 3. `P NCB LLG 3!`5 E. tIYMl�J 8I I N OWNER'S AUTHORIZED AGENT MAILA.uHBSS -' PHONE LICENSE NO 4. GSloa)n1 KAUFMA 3t5 �. v- (may► A`rN SM I 925-$IL b nnH NO 5 . CONTRACTOR ���� �LAcopyL e �` o 921 1I�IICENSE MS RF ARCHITECT OR ENGINEER OF RECORD "' MAILADORESS I PHONE LICENSE NO 6. pow f� bl . PL ma jor &05 r-,, MA ST As ?�.l Co 810, E 1 25. 4155 C -223 SN ,_ENE CODE FEE USETAX CENSUS CODE G.I.S. FEE O O CLASS OF WORK 7. XI NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ I 1 USE OF BUILDING SINGLE FAMILY CI MULTI-FAMILY PLAN CHECK FEE PERMIT FEE ZO NG FE 8. ❑ COMMERCIAURESIDENTIAL ❑ COMMERCIAL ❑OTHER 3 • O VALUATION OF WORK `l10 EXISTING SD. FOOTAGE 10. SQUARE FOOTAGE THIS PERMIT t Type of Con rucf Occupancy Group Lot Area ITI r 9. $ pD0 3 2t�5 �r�C v 11. Is there food service in this building D( YES El NO :e S of Bmid� �y Rotal Square L) Nq. of Stories oeq. Load x O O 13 m M 12. Is LPG used? YES ❑ NO NO, OF BEDROOMS use. cove Fire Sprinkles Required4 es ❑No 13. Parcel ID #call 920 -5160 2(p4J TT — �(p` b3 - 00 EaIBn A D Alarm system flequired4 Oyes ONO �p �^ 14. Description of Work S {)y �L�. r ft"{'1•'} 1,,, U S EL . No. of Dw.Ilmg Units OFFSTREET PARKING SPACES c. .­d cno—area I - - 5... -. AL APP(20VALS REQUIRED AUTHORIZED BY DATE K w HP&- H.P.C. / ' I PARK DEUIS',ATION ;,, ENVIA HE1l, p © N 2 / PRESUBMITTHL APP ACCEP D PLANS CH CKED APPROVED OR IGSUPNCE 'T'+ ENGINEER? y Q .(J L PARKS BY BY BY aY_ DATE O NATVR RESpllRf , (/� �� FIRE MARSH " .t,J �j ,. O 1 DRfP DATE DATE -_ NOTICE _..,u. WATER TAP —. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING ASPEN CONSOL. SAN. GIST OR AIR CONDITIONING. '?bop h O THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS OTHER �^ NOT COMMENCED WITHIN 12 MONTHS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANYTIME AFTER WORK IS COMMENCED. PAYMENT OF PITKIN COUNTY U TAX I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE ❑ MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOV- K ERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR ❑ DEPOSIT METHOD.5% OF 25% OF THE PERMIT VALUATION PAID NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE AT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUST OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. IF IS MY RESPONSIBILITY TO BE FILED. WITH IN 90 DAYS OF SUBSTANTIAL COMPLETION OF REVIEW THE APPROVED PLANS AND ANY COMMENTS THAT ARE CONTAINED THEREON WORK AND / OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. AND SEE THAT THE STRUCTURE AND /OR PROJECT )S BUILT IN COMPLIANCE WITH ALL APPLICABLE C t ❑ EXEMPT. EXEMPT ORGANIZATION `'- 5n/0 CP ❑ RESALE: STATE & PITKIN COUNTRY RESALE NO. ANYONE WHO USES AND/ OR CONSUMES BUILDING MATERIALS AND FIXTURES IN SIGNATUREOFC TRACTe /�� ( TE' (^ ,. i..t//UN //�/(yl-j PITKIN COUNTY IS SUBJECTTO THE.5 %USE TAX. PROPERTY LIENS MAY BE PLACED ON THE OWNER'S AND /OR THE CON- PRWTNAME TRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID SIGNAMRE OF OWNER (IF OWNER BUILDER) (DATE) THIS FORM IS A PERMIT ONLY WHEN VALIDATED WORK STARTED WITHOUT PERMIT WILL BE DOUBLE FEE Energy Code Fee Plan Check Fee Zoning Fee GIS Fee Permit Fee REMP Fee Use Tax Depj j1 . E c { / �ptbr Fees F3CVC! V GCl JUN 3 0 2006 Pitkln County Building Dept. 130 South Galena PIT 970 / 92 5 6 09 0 920 -50 0 CO3Z. ZGSo � • 1 Ids+ ASPEN * PITKIN COMMUNITY DEVELOPMENT DEPARTMENT PERMIT APPLICATION Aspen, CO 81611 970 / 920 -5532 Inspection Line 970 / 920 -5448 Inspection Line X76 c�Pf PER MIT NO. General Applicant to complete nu mbered' spaces only Permit I JOB ADDRESS "` ' 1 LOST OhSIrJ ROAD CO_ LEGAL DESCRIPTION , ,.::. 2. # 3 :w, � b TP-AtT OWNER MAILADDRESS ZIP PHONE FD � 77ry � 3. G LLG Sts E. - <MAM `jr rt /L 5 IJ 60 9 I (0 I FN OWNER'S AUTHORIZED AGENT MAILADDRESS PHONE LICENSE NO 4 . 6►D�or.! Ar\I 3t5 �. YMtAn1 � AaPt'?J co £�Ifell 25- 9I LPLp ' MH E COTOR MAILADDRESS � PHONE LICENSE NO NTRAC MS 5 . C6N�i . 0C. 07-W U1 . CooY u 1 F RF ARCHITECT OR ENGINEER OF RECORD MAILADDRESS PHONE '' LICENSE NO 5. Pam r1��vNIN U66 F_ M IM ASPOIQ 60 @&11 JZS•4 5S 62239 �� O CLASS OF WORK cvft se 7. aR Cti�ucTs ENERGY CODE FEE 0. y� USETAX CENGUSCODE G.I.S.FEE Z _ { V [1 NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR W 0 (It�6 �ij�I r / y SINGL COMMERCIAL El THER MULT O US OFSUILDIN 8 . ❑ COMMERCIAL/RESIDENTAL ❑ PAN GHEG E I'1 PERMIT FEE I �b Z ONING �E� per^ 1 0 VALUATION OF WORK EXISTING SO. FOOTAGE SQUARE FOOTAGE THIS PERMIT Typeof Construction Occupancy Group Lot Area m r- 9. g bbb 10. 32(�S 32!05 i _ 11. Is there food service in this building Yes E] NO Size of Buildm natal Square ° i No. of Stories Occ. Load a z m 12. Is LPG used? % YES ❑ No NO. CF SEDg00M5 Use Zane No fleY [IN. Fire Sprinklers quired? ❑ Alarm System gequiretl? ❑Yes ❑No Q � 13. Parcel ID# call 920 -5160 26145 - � - DU _h 3 EXISTING ACO ,.. 1 14. Description of Work M LSC • STU No. of Dwelling Unit, / J C OFFSTREET PARKING SPACES Covered Uncovered AlV (•kj SPECIAL APPRoyfiLS REQUIRED AUTHORIZED BY DATE ZONING? ,may G v _ H.P.C. i W ' - tl f J; t " �(, (� PAR EDICATION ENVIR FALTH PRESUSMITiAL APPLI TIO CCEPTED PUNB CNED APPROVED FOR SSUANCE �- '— ENGINE ING pp PARKS 1 BV __1'/ � BY BY _ BY / YJ NATO LRESOURCES DATE / DATE DATE DATE--- III FIRE M RSHAL NOTICE WATE TAP SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING ASPS CONSOL. SAN. DIST. OR AIR CONDITIONING. OTHE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS OF PITKIN COUNTY USE TAX NOT COMMENCED WITHIN 12 MONTHS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE ��� ' � PAYMENT ML'U ONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOV- ERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR ❑ DEPOSIT METHOD.5 %OF 25% OF THE PERMIT VALUATION PAID NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE AT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUST OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- BE FILED WITH IN 90 DAYS OF SUBSTANTIAL COMPLETION OF STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. IT IS MY RESPONSISILTTY TO REVIEW THE APPROVED PLANS AND ANY COMMENTS THAT ARE CONTAINED THEREON WORK AND / OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. AND SEE THAT THE STRUCTURE AND /OR PROJECT IS BUILT IN COMPLIANCE WITH ALL ❑ EXEMPT EXEMPT ORGANIZATION APPLICABLE COD ❑ RESALE: STATE & PITKIN COUNTRY RESALE NO. -0 THE DEPOSIT METHOD WILL BE ASSUMED UNLESS OTHERWISE NOTED, SIGNATU OFCO TRACTOR HATE J NNIA�J�r/fg7y1 ANYONE WHO USES AND COUNTY IS SU BJECTT THE.5% MA USE T S FIXTURES IN PITKIN COUNTY IS SUBJECT TO THE.5 %USE TAX. PRINT NAME PROPERTY LIENS MAY BE PLACED ON THE OWNER'S AND /OR THE CONTRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID SIGNATURE OF OWNER (IF OWNER BUILDER) - (DATE THIS FORM IS A PERMIT ONLY WHEN VALIDATED Energy Code Be Plan Check Fe Zoning F = i3 0 1 [ ' s WORK STARTED V GIs Fee Permit Sl BE DOU 7 WHITE -FILE ASPEN ♦ PITION COMMUNITY DEVELOPMENT DEPARTMENT PERMIT APPLICATION 11 PITKIN COUNTY CITY OF ASPEN � 130 South Galena 970 / 920 -5526 970 / 920 -5090 00 R.Cda SP General Aspen, CO 81611 970 / 920 -5532 Inspection Line 970 / 920 -5448 Inspection Line PERMIT NO. Permit Applicant to complete numbenad spaces onty. I V� JOB ADDRESS - -- S "/��'I © ^V Co— SN (0 SEEATrACHWSHI = 'LEGAL LOT NO. BLOCK TRACT OR GUBDMKI DE DESC. OWNER MARADDRE55 ZIP PHONE FD 3' FN OWNER'S AUTHORIZED AGENT MAIL ADDRESS �j� /-: `- PHONE LICENSE NO 4• y�}2� Yt5�72.e[Ci1t7`1 �'" l tit 9�T MH :7 -11& TRACTOR MAILADDR" " (/QX(4&,1PHONE LICENSE NO MS 5. _f r�avf'bo /190- ve fti Xfff Ro /Q3 R F ARCHITECT OR ENGINEER OF RECORD MAIL ADDRESS PHONE LICENSE NO SN 6. ENERGY CODE FEE USETA% CENSUS CODE G.I.S. FEE ccLyts OF WORK 7. W,% OF ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ USEOFBUIl ❑ SINGLE FAMI LY ❑ MULTI FAMILY PLAN CHECK FEE PERMIT FEI ZON ING FEE $' ❑ COMMERCIAURESIDEN11AL ❑ COMMERCIAL C) OTHER VALUATION OF WORK D(ISTING SO. FOOTAGE THI gO1UI FOOTAGE Type of COm,a oa Occupancy G—P Lct Area 9. $ L40 10 . 11. Is there food service in this building O YES ONO Siz f a a ldir g N°' WStories Ou• Load 12. Is LPG usi YES E - - NO. OF BEDROOMS Use Zone Fire 5pdnNas Repwao7 ❑vas ❑Np Alarm System RagalredP Dv°s ONo 13. Parcel ID# call 920 -5160 E%SRNG ADDeD No. of Dwelfig NS OFFSTREET PARKING SPACFS 14. Description of Work Covered Uncovered SPECIALAPPROVALS REQUIRED A WIZEDBY DATE ZONING HAO. PARK DEDICATION ENVIRO. HEALTH PRESUBMITMAL APPLICATION ACCEPTED P CHECKED APPROVED FOR 166UNiCE (('' (( //////��l��l''�'''�'���'����T��������L[[[[[��''�''�7T�TtTTI1I ENGINEERING ' PARKS BY 6Y BY BY L.. ® Z NATURAL RESWRCES FIRE MARSHAL DATE DATE OPTE DARE NOTICE - WATER III SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING ASPEN CONSOL, SAN. DIST, OR AIR CONCTIONING. OTHER THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS PAYMENT OF PITKIN COUNTY USE TAX NOT COMMENCED WITHIN 12 MONTHS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FORA PERIOD OF 180 DAYS AT ANYTIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE ,.L 17I I MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. SAME TO BE TRUE AND CORRECT. ALL'PROASIONS OF LAWS AND ORDINANCES GOV- YF-v ERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN On DEPOSIT METHODS% OF 25% OF THE PERMIT VALUATION PAID NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE AT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUST OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- BE FILED WITH IN 90 DAYS OF SUBSTANTIAL COMPLETION OF STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. IT IS MY RESPONSIBILITY TO REVIEW THE APPROVED PLANS AN ANV C METITS THAT ARE CONTAINED THEREON WORK AND / OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. ANN AT U CTURE Al /OR P OJECT IS BUILT IN COMPLIANCE WftN AU. EXEMPT: D�MFT ORGANIZATION Ap COD 1 ol RESALE STATE & PITKIN COUNTRY RESALE NO. ANYONE WHO USES AND/ OR CONSUMES BUILDING MATERALS AND FIXTURES IN SIGNATUREOFCONTRACTOR (D PrMN COUNITYIS SUBJECTTOTHE S °k USETAX. PROPERTY IJENS MAY BE PLACED ON THE OWNER'S AND /OR THE CON- PLANT NAME TRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID SIONATUREOF OWN61 OWNER &IILOER) (oATE1 - THIS FORM IS A PERMIT ONLY WHEN VALJOATED Energy Code Fee Plan Check Fee Zoning Fee WORK STARTED' WITHOUT PERMIT WILL BE DOUBLE FEE GIs Fee Permit F es(-'— �R U - se Tax,00POSit Rea �,r Q ,e 0,v - ti l l � fir, cum 191 ASPEN* PITKIN COMMU TY DEVELOPMENT DEPARTMENT PERMIT APPLICATIO PITKIN COUNTY CITY OF ASPEN El � 130 South Galena 970/920-55 970/920-5096 0 0( 0?_ 7� q , ! P_ ^ Aspen, CO 81611 970 / 920 -5532 Inspection Line 970 / 920 -5448 Inspection Line PERMIT NO. errral Applicant to complete numbered Spaces only. JOB ADDRESS D 1. Ito Loss Basin �osid / D i LEGAL L LOT ND. B BLOCK T TFACTORSUEDIVISION I❑ SEE ATTACHED SHEET) DE 3' R OWNER MAILADDRESS ZIP PHONE F FD OWNER'SAt1THORIZED AGENT MAILADDRESS P PHONE LICENSENO F 4 au 3t5 E.I a n a70.ga5 SIbG, M MH CONTRACTOR MAIL ADDRESS PHONE LICENSENO ■ ■AQ ARCHITECT OR ENGINEER OF RECORD MAIL ADDRESS P PHONE LICENSE NO CLASS CLASS OF WORK E ENERGY CODE FF� - U USETAX C CENSUS CODE G G.IS. FEE GO O O USEOFBUILDING SINGLE FAMILY ❑MULTI - FAMILY P PLAN CHE KFEE 5� PERMITFEE Z Type of0 ion O=Poa mo r LOS Area n VALUATION OF WORK E EXISTING GO. FOOTAGE S SOUAPE FOOTAGE T 9 11. Is there food service in this building YES 9NO S -- 9 No. NStorim O Occ. Lead x 12. Is LPG used? Sms ❑ No ' 13. parcel ]D# ca11920 -5160 24 6 53 l o $ CIO E NO. OF BEDROOMS U Use Zone F FIN, Sprinklers Re W ON. E Is ING a aocED Alarm System Repaired? ❑Yes ON, ''pp (-- I A No. of Dwelling UrAs O OFFSTREET PARKING SPACES . W Covered U Uncovered .� IALAPPROVALS R REQUIRED A AUTHORIZED BY D DATE H.P.C. K; H r P PARKDE01 VON �V91TE-FIfE COPY CANARY- APPLICANT PLUMBING PERMIT APPLICATION 2 PITKIN COUNT! COMMUNITY DEVELOPMENT DEPARTMENT CITY OF ASPEN ❑ 970/920 -5526 130 S. Galena 970 / 920 -5090 970 / 920 -5532 Inspection Line Aspen, CO 81611 9 i T5 , 8 lbspectio Li r� PFRMIT Nn. f t JOB ADDRES% // MAIL ADDRESS ZIP PHONE CONTRACTO / / MA RE P HON E L E NO. / ST ATE / L NO, (/ •`/ USE OF BUILDING COMMERCIAL O RESIDENTIAL BUILDING PERMIT NO. OF BUILDING COMMERCIAL O RESIDENTIAL BUILDING PERMIT NO. CLASS OF WORK: ,' NEW 17 ADDITION O ALTERATION O REPAIR Is there a restaurant in this building? Yes O NoA Type of Fuel: Oil p Natural Gas O LPG 1§ WILL PENETRATIONS BE MADE IN FIRE RESISTIVE CONSTRUCTION ?: Yes O Nci If yes, a plan review is required. Describe work: NO. PERMIT FEES 'TYPE OF FIXTURE OR ITEM FEE 0� v !/ �,�J/' C Water Closet (Toilet), Bidet Bathtub Lavatory (Wash Basin) Shower Kitchen Sink & DIED, Dishwasher Laundry Bar, Utility Sinks Clothes Washer Floor Sink Floor Drain SPECIAL CONDITIONS: Z Water Heater M /BTU ea. J�G2?7 Gas Systems: # Outlets D C' r - . Water Piping & Treating Equip. Other APPLr�IC�t EN A EPTED: Data w PLANS CHECKED: ey Data APPROVED FOR ISSUANCE: Dare Plan Review $ NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. IF THIS PERMIT IS ISSUED TO A PROPERTY WITHIN THEASPEN CONSOLIDATED SANITATION DISTRICT THE PROPERTY OWNER IS RESPONSIBLE FOR ADDITIONAL SEWER USE FEES. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAMETO BETRUEAND CORRECT. ALLPROVISIONS OF LAWSAND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPUED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESAre T E AUTHORITY TO VIOLATE OR CANCEL THE PR ER STA LAW REGULATING CON OR T CE OF ON /O Z��ols Fixture Fee $ Permit $ SUBTOTAL $ S Use Tax $ TOTAL DUE $ SELECTION OF METHOD FOR PAYMENT OF USE TAX b MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. 11b O DEPOSIT METHOD:' / of 1 % THE MATERIALS VALUATION PAID NOW AT ISSUANCE. FINAL REPORT ON TOTAL ACTUAL MATERIALS COST MUST BE FILED WITHIN 90 DAYS AFTER COMPLETION OF WORK. GENERAL CONTRACTORS CHOOSING THIS METHOD MUST REPORT AND REM IT TAX FOR ALL SUBCONTRACTORS THAT DO NOT OETAIN THEIR OWN PERMIT. MATERIALS VALUATION: 73 EXEMPT: STATE& PITKIN COUNTY RESALE NO. EXEMPT ORGANIZATION -art.:- .o ZZ�t I T �Tw.0 R OR AU (DATE PRINT NAME SIGNATURE OF OWNER (IF OWNER BUILDERS) (DATE) OWNER/APPUGANT: Tba undersign applicant to pgrsanally perform plumbing wor, on lha Eesalbee property or esieenbo hemby canines. as a senmtlon of ssuancs or such permit that the paper placental property oresldence is caned by the applicant that the applicant is not engaged In the businees of benediction or Nameable, and such p,cpeM/ is net Intended al ale, nor is it rental prop (oupiwd or to be pccupied by tananta, whether for se or ms properly ( cc tremientatpermanernl, nw winitbegenerdlyopen lathe public. w: unaastommatbompna ,wawith there condnses contlition ofihe iseuenceof aplumbing permit [othaeppllcant pursuanHOtha pmWiws of C.R,S. Secllan i2 -58- catchiata of ( as emacapal snameer s with re e s pemptynerewiehw mbegroupde rorreve came pwmbi�peri�m a .any carHtic occupancy isued wNb spect to the properly or ridence describ esed Applicant Permit Validation 1 /2 of 1 % Use Tax ^q p� it 1{alidatiorp COPIES: WHITE —FILE COPY YELLOW — APPLICANT 1! ly d+"'7 C) O z 1 n z D M M T S O z m z C W m ILI J Tlumbing /Mechanical Permit Is being issued on the condition that all items requested are on the approved plans. Any deviation shall require a change ler /removal at the applicant's expense. ALL PLUMBING AND MECHANICAL PERMITS ARE REQUIRED TO BE ON THE JOB SITE. f ug•10, 2006.,12 :3841_..R & A EPlTERPRISE o,6454 —P• 21 ELECTRICAL FERMI -T APPLICAnoN .- PITKIN COUNTY X COMMUNITY DEVELOPMENT DEPARTMENT CI IY OF ASPEN ❑ 970 / 920 -5526 130 South Galena, 970 / 920 -5090 970 / 920-5532 Inspection Line Aspen, CO 61611 970 / 920 -. 448 Inspection Lin/ PERMIT N O JOa ADDREAt (2 ANp STREEn /65 Gosh becs:w MA-5 ^ (A6I� fTMVIII cHOUE £ �' ICW. CONTRACTOR M/Jtlrvf POOBf:$S 214 PHONE COLD. UC. A 8160► 4 -6 So 10 '3882 �� LIS 4 BUILDING PERM # OCCUPANCY GROUP S ELECTRICAL VALUATION SQUARE FOOTAGE 32�v rA gOieft 55 o 46 7 . ®O USE OF BUILDING COMMERCIAL ❑ RESIDENTIAL & CLASS OF WORK ❑ ADDITION D ALTERATION Z. NEW ❑ CONSTRUCTION SERVICE El OTHER DESCRIBE WORK IN DETAIL (FOR AOORIONS. ALTERATIONS, INDICATETYPE. NUMBER AND LOCATION O: SOURCE OF CIRCUTIS. .dK l OWN51VAPPLICAN7 The undersigned applicant to personally perform electrical work on the described property or residence hereby certifcs,. W a condition of i5*ustoc of suoh pennh, that the above described property or residence is owned by the appllcantl that the applicant IS not engaged In the busin=ess of construction or remodeling: and such property Is not Inlendod for sale or resale, nor Is it rental property (occupied or to be occupied by tenants, whether tnnslent or permanent), nor will It be generally open to the public. R is understood that compliance with these assurances is a condition of the issuance of an electrical permit to the applicant pur suant m the provisions of C.R.S. Section 12 22 1,) (as amended), and that failure to comply herewith Wit be grounds for revocation of the electrical permit or any cMiticate of occupancy issued with respect to the property or residence described.. App Date- PAYMENT OF PITKIN COUNTY USE TAX USE TAX ✓✓✓ttt PERMIT FEE DOUBLE O MONTHLY OR GUAM - ."iLY RErUR15 WILL 9E SUBMrITEO Ihof ® DSPOSR METHOD: 1% OP MATERIALS VALL1,00N PAID NOW AY IP^SUANGE, A FINAL REPORT ON TOTALACTUAL MATERALS COST MOST BE FILED WMJIN SO DAYS OF SUSSTNJTIAl. COMPLETION APPROVED BY FIRE MARSHAL DATE OFWORKAND/OA COMFICATEOPOGOUPANGY MATERIAL VALUATION S 22 ♦ 1 0 Z— • �� 6 - EXEMPT, EXEMPT ORGANI:ATtON ........ ....__...,...�_ RESALE; STATE ANO PITKIN APPROVED BY XPC DATE ANYONE WHO USES AND/DF CONSUMES MATERIALS AND F4XNAE5IN PRIGN COUNN IS SUBJECT TO THE -5 TAX. P LENS AY ENS M PE PLACID ON THE OWNERS AND /OR THE CONTRACTOR'S PROPERTY WHEN ❑ TAXIS THE USE TAX IS NOT PNb. NOTICE For all work done under Aria pensR, the permatee accepts full responsibility for compliance With BY61NG D AMMFM ACOEPTANCE — the NnfionalElectricCode. the City of Aspen ordinances, and all othercounry resolutions, city orcil- AP RIO SY a Mncee, state laws, whichever applies, Permit subject to revocation or suupension for vio :afien of any laves govamino same. An accepted final electrical inspection shall be obtained prior to using the electrical system. A final electrical inspection shall be requested \eithin aB hours after complet- r ing an sl .� instal P/ MIT VnLIDAMC DATE ECEIPi P TOTAL ' 31¢WTJRE OF VPUCa.R ~' p�iE / � ' 0 � $ ,�• P NAME n O z n D u In m z c PIP m t1't u WHITE FIr -EOOPY YELLOW— APPUJANi MECHANICAL PERMIT APPLICATION ASPEN* PITKIN COMMUNITY DEVELOPMENT DEPARTMENT 4 PITKIN COUNTY BI CITY OF ASPEN ❑ 130 S. Galena 970/920 -5526 970 /920-5090 2CO6 Z Aspen, CO 81611 970 / 920 -5532 Inspection Line 970 / 920 -5448 Inspection Line PERMIT NO. Permit Validation 0.5 % Use Tax Deposit Validation O Z D 1 Z m � m m r r 'O 2 O Z m ?1 i Plumbing /Mechanical Permit is being issued on the condition that all items requested are on the approved plans. Any deviations equir nge order/ or removal at the applicant's expense. ALL PLUMBING AND MECHANICAL PERMITS ARE REO ,,�" BE O JOBS IF T E PMENT IS BEING INSTALLED ON AN HISTORIC PROPERTY OR WITHIN AN HISTORIC DISTRICT, CPs A TIONS INDICATING THE LOCATION OF THE EQUIPMENT, AS WELL AS THE EXACT DIMENSIONS fl r BEIjVG INSTALLED. FT JOB ADDRESS pal 10Kt. l tk, Aj- OWNER MAIL ADDRESS ZIP _ PHONE OWNER'S REPRESENTATIVE MAILADDRESS PHONE LICENSE NO. MECHANICAL CONTRACTOR MAIL `f LICENSE NO. /`J rN PV FHO 7— �/ USE OF BUILDING ENERAL CORACT0 M ^ /�� BUILDING PER yQ� CLASS OF WORK: NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR Is there a restaurant in this building? Yes No ❑ WILL PENETRATIONS BE MADE IN FIRE RESISTIVE CONSTRUCTION?: LJ YES 221 NO If yes, a plan review Is required. DESCRIBE WORK: , / r C 1 d /1 L Type of Fuel: Oil Q Natural Gas [71 LPG PERMIT FEES No. Type of Equipment Fee c fy> Forced Air Systems - Gravity Systems- B.T.U. I- El�t f J S / GN/ r � Wall, Suspended or Unit Heaters Dryer Vent Appliance Vent Htg Refrig., Cooling, Absorption Unit ADDITIONAL MECHANI AL PERMIT MAY BE REQUIRED ' Me — pair, Alteration or Addition to Existing System Boilers (includes vent) B.T.U. AFUE % SPECIAL CONDITIONS: Air Handling Unit- C.F.M. Evaporative Coolers (,j $' (� E 1..'G Ventilation Fan Range Hood APPLIC TION ACCEP� av/ Dare VPC'. By PLANS CHECKED: By APPROVED F__ - __ E: ey _ Gas "piping" Gas Log or Appliance Other Date Dare c Plan Review $ NOTICE THIS PERMITBECOMES NULLANDVOID IFWORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 12 MONTHS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READAND EXAMINED THIS APPLICATION AND KNOWTHE SAMETO BETRUEAND CORRECT.ALL PROVISIONS OF LAWSAND ORDINANCESGOVERN- ING THIS TYPE OF WORKWILL BE COMPLIEDWITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRE FUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL H PR VISION OF ANY ATE OR LOCAL LAW REGULATING CON- STRU EPER M 1 0 BTRUCTION. J^� Z Cf Fixture Fee $ Permit $ SUBTOTAL $ Use Tax $ TOTALFEE $ PAYMENT OF PITKIN COUNTY USE TAX off' MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED, Y" DEPOSIT METHOD: 0.5% OF25% OF THE PERMIT LABOR AND MATERIALS VALUATION PAID AT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUST BE FILED WITHIN 90 DAYS OF SUBSTANTIAL COMPLETION OF WORK AND /OR ❑ ISSUANCE OF T KATE O OCCUPANCY VALUATION EXEMPT: STATE & PITKIN & PITKIN COUN TV RESALE NO. EXEMPT ORGANIZATION ANYONE WHO USES AND /OR CONSUMES BUILDING MATERIALS AND FIXTURES IN PITKIN COUNTY IS SUBJECT TO THE 0.5% USE TAX. PROPERTY LIENS MAY BE PLACED ON THE OWNER'S AND/OR THE CONTRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID, SIGrvnTUae��cO�TRACrOR OR nIORI NT PATE) PRINT NAME SIGNATURE OF OWNER (IF OWNER BUILDER) (DATPJ COPIES: WHITE —FILE COPY YELLOW— APPILJ,NT Ipvl,/ � 2i—A- / �j (�� MECHANICAL PERMIT APPLICATI 4 Pitkin County Community Development Department City of Aspen 970/920.5526 a 130 S. Galena 9201920 -5090 F7 970 / 920 -5532 Inspection line Aspen, CO. 81611 970 /920 -5448 Inspection Line . �Y(V PERMIT NO. OWNER MAILING ADDRESS 'LIP PHONE, 9kA0jZT 3t e - 1= .HYAAJ Aa Patj,G0 $I&It OWNER'S REPRESENTATIVE MAILING ADDRESS PHONE 'CITY /S`1"ArE Catl? n1 t�pfQVAAA-m Sts 5 HymAR VT hsPnv £rJ611 C'zS gr6PLa imm WNICAL CONTRACYOR MAILING ADDRESS PIIONI CITY /STATC LICENSE CO T 1vtP 2 !ap �t_ otSS FRI 2D 3AStia' 216 q2- SO I USE OF BUILDING 'DUtI.DIN6PERMi'1' NO. _. (L4?r.� 105 © 12- t r 2.00(( , PP 61lle CLASS OF WORK: r-c-Cl NEW = ADDITION O AUmRA'I'IbN = REPAIR 1S'rHERE A RFSTAUAI2ANI' N'IHIS BUILDING? YES[] NO DU TYPE OF FUEL' OIL Q NATURAL GAS Q LPG WILL PENETRAITONS BE MADE IN FIRE RESISTIVE CONS FRUMION? YES F NO IF YES, A PLAN REVIEW IS REQUIRED. No. rruuirrrra R OI:IIMVeGOPrtnI SIGNATURE QF c4 ER (IF OWNn,RUILDER) DATE. SELEMION OF METHOD FOR PAYMENT OP USE TAX © NYHLY OR QUARTERLY RETURNSWILLDE ODEPOSIT METHOD: Id OF IV. OF THE MATERIALS VALUATION PAID NOW AT ISSUANCE. FINAL tIEPORf ON TOTAL ACTUAI. TIATP.AIALS COST MUST' RENE CTR NH4 O SI NG HIS COMPLETIONOPWORK.GENEE FOR S ALL MAT DONOD\LUSTNTHMIZA1 I PERMIT. FORALL ,SVALUIO THAT DO NOTOATAINTHEIR O \VNPERAIII'. MATERIALS VALUTION: __ O ExTMPT: STATE &PITKIN(`f]'RESAL9 NO. >p A � L Q �t S� or C) T O R; N Ilt RS y) t T., requested A, ..,h" Rrtrvi d F!nn lnydc ton vhM reyAm D MECILINIGiLPEA ?f7T9. ARE REQUIRED TO EE ON Farad Air Systcl sOlnvity gyfo' ]ITU. $0.00 WVItt,SUSpIWed or Uuil' Heateis g1].T5 $0.00 Dryer Vmt 58.45. $0.00 AFP!unce V`1S.45 $0.00 AWmtioi utso5.!e� $0.00 Kc ,,A!WNiorlorAdtu- m„ to E'iit;ofs 9Q $0.00 BTU. (IIICiI1i SS H.T.U. 'API�..�YS $0.00 Air H.dting UO" C M. $12 3 5 $O.00 $ Ev,i,ritwi, Cg,Tir3ss $0.00 v<mu;l; n "398.45 0.00 RanSe Hood $12.35 $0.00 "PYPIng' 512.35 $0.00 'Gmt.og or APFIiaFie 51235 $0.00 (7uVY'1'R+' Otter 512:35.: $0.00 Play Reviews FW. P. S $0.00 $27.30 ecrn;its 9 7,( UBC T.0 S TOTAL DUE s (; ✓'I >p A � L Q �t S� or C) T O R; N Ilt RS y) t T., requested A, ..,h" Rrtrvi d F!nn lnydc ton vhM reyAm D MECILINIGiLPEA ?f7T9. ARE REQUIRED TO EE ON InspCList.rgt Inspection Check List Pape: 5 6/20/2007' 8:19:43AM COUNTY OF PITKIN Inspection Line:920 -5532 Inspection Schedule for brianpa Scheduled for June 20, 2007 Permit# 0121.2006.PRBK Type: 133 FINAL BUILDING INSPECTION Notes: DESCRIPTION:# Stories_ Garage:Attached ...... — Detached Carport Bedrooms Full Bath 3/4 Baths Baths_ Kitchen UNIT:Living Kitchen Bath Bedroom Other: Fireplace`. Maker`. Gas Appliance: Maker: Gas Log: Comments: 1 -Accepted P_ 2 -Accepted as Noted_ 3-Rejected Time: 12:00 4 - Partial /Not Complete Address I Contact Name: Rick Contact # (970) 948 -8081 1654 LOST BASIN RD Contractor: HARRIMAN CONSTRUCTION Owner: RANCH III LLC Page: 5 InspC1.rst.rot Inspection Check List Page: 5 8118/2007 8:38:23AM COUNTY OF PITKIN Inspection Line:920 -5532 Inspection Schedule for briaripa Scheduled for June 18, 2007 Permit# 0121.2006.PRBK Type: 133 FINAL BUILDING INSPECTION Notes: D ESC R I PT IO N: #Stories_ Garage:AttachedDetache Bedrooms (, 1_ Full Bath� _ _3 /4 Baths 1 /2 Baths UNIT:Living Kitchen Bath Bedroom�� Comments: Time: 12:00 1 -Accepted 2 - Accepted as Noted _ 3 - Rejected Reinspection Fee $ a ��l�k� /-12ar �Da✓� �- c�l)J+� 'WISS 1654 LOST BASIN RD Contractor: HARRIMAN CONSTRUCTION Owner: 4 - Partial /Not Complete RANCH III LLC y46-bUbl Page: 5 InsoCUst.rpt Inspection Check List Page: 10 6118/2007 8:38:23AM COUNTY OF PITKIN inspection Line:920 -5532 Inspection Schedule for bdanpa Scheduled for June 18, 2007 Permit# 0172.2006.PPLM Type: 441 FINAL PLUMBING Time: 12:00 Notes: (` Comments: +Fe$ 1 - Accepted 2 - Accepted as Noted Reinspection 3 - Rejected 4 - Partial /Not Complete _ Address Contact Name: 1654 LOST BASIN RD Contractor: CRYSTAL VALLEY PLUMBING Owner: �1(9 Contact # (91U) a14b -Mbl RANCH III LLC Page: 10 rrrg—O'CCCist.rpt Inspection Check List Page: 2 611812007 8:38:23AM COUNTY OF PITKIN Inspection Line:920 -5532 Inspection Schedule for brianpa Scheduled for June 18, 2007 Permit# 0045.2007.PMEC Type: 428 FINAL MECHANICAL Time: 12:00 Notes: Comments: 1 - Accepted I 2 - Accepted as Noted _ 3 - Rejected Reinspection F e $ Address Contact Name: 1654 LOST BASIN RD Contractor: T & E MARSHALL ENTERPRISES Owner: 4 - Partial /Not Complete Contact # RANCH III LLC Page: 2 1 0 st.rpt Inspection Check List Page: 15 S13112I31/2007 8:03:10AM COUNTY OF PITKIN Inspection Line:920 -5532 Inspection Schedule for tomp Scheduled for May 31, 2007 Permit# 0216.2006.PELE Type: 226 FINAL ELECTRICAL Notes: Comments: Time: 12:00 1 -Accepted a 2 - Accepted as Noted _ 3 - Rejected 0 0407 4 - Partial /Not Complete Address I Contact Name: Bart " Contact # (970) 948 -6011 1654 LOST BASIN RD Contractor: R & A ENTERPRISES Owner: RANCH III LLC Page: 15 -f§i5 -,* iaLrpt Inspection Check List Page: 6 5128/2007 8:01:42AM COUNTY OF PITKIN Inspection Line:920 -5582 Inspection Schedule for brianpa Scheduled for March 28, 2007 Permit# 0121.2006.PRBK Type: 523 INSPECT INSULATION Notes: �Q 3� 410 Time: 12:00 DoT �� o C G� IN ooh s D� No ►�� Reinspection F $ y� 07 Address Contact Name: Rick Contact # (970) 948 -8081 1654 LOST BASIN RD Page: 6 Contractor: HARRIMAN CONSTRUCTION Owner: RANCH III LLC ❑ City of Aspen 970 - 920 -5090 Inspection Line 920 -5548 Pitkin County 970 - 920 -5526 Inspection Line 920 -5532 Aspen / Pitkin Community Development Department GAS & VENT INSPECTION Name 29NC E c. /— & Address ��✓�y LOST "S /w Permit No. _ O / 72, Ooir PPt M Contractor or installer l � L �j 7 qL- Pressure Test ' 2 � Time On: 3-7-x7 fj Signed Cate 3_ �7— °7 The following items are: APPMW veins ❑ WBPPMW Pppowd DMFPV'wd ❑ CW&Afon Air ❑ ❑ Ga PiWg ❑ ❑ Pppinna O ❑ Conde ❑ ❑ Pn mTW / ❑ Remarks: Signed Cate 3_ �7— °7 InspCList.rpt r Inspection Check List Page: 7 317/2007 8:32:22AM + COUNTY OF PITKIN Inspection Line:920 -5532 Inspection Schedule for brianpa Scheduled for March 07, 2007 Permit# 0172.2006.PPLM Type: 323 INSPECT PLUMBING - GAS PIPE Time: 08:00 Notes: 9,POrnOV1?127 e lf es P // ,/ /.z rksi �,�G' Comments: 1 - Accepted 2 - Accepted as Noted _ 3 - Rejected Reinspection Fee $ 4 - Partial /Not Complete Address Contact Name: Scott Contact # (970) 379 -2589 1654 LOST BASIN RD Contractor: CRYSTAL VALLEY PLUMBING Owner: RANCH III LLC Page: 7 InspCLlst.rpt Inspection Check List Page: 6 31712007 8:32:22AM COUNTY OF PITKIN Inspection LIne:920 -5632 Inspection Schedule for brianpa Scheduled for March 07, 2007 Permit# 0172.2006.PPLM Type: 321 INSPECT ROUGH PLUMBING - WASTE & VENT Notes: x7fiPllovl' o w V /�iwvio2 / ✓� /c P�9r'rs j�✓ �I��9S wH��r� r%tiss�N � 3r/o7 Comments: Time: 08:00 1 - Accepted 2 - Accepted as Noted _ 3 - Rejected Reinspection Fee $ Type: 322 INSPECT PLUMBING - WATER PIPE Notes: Comments: Time: 08:00 1 - Accepted 2 - Accepted as Noted _ 3 - Rejected Reinspection Fee $ 4 - Partial /Not Complete 4 - Partial /Not Complete Address Contact Name: Scott Contact # (970) 379 -2589 1654 LOST BASIN RD Contractor: CRYSTAL VALLEY PLUMBING Owner: RANCH III LLC Page: 6 'Assobust.rPt Inspection Check List Page: 1 3/23/2007 8:15:02AM COUNTY OF PITKIN Inspection Line:820-5532 Inspection Schedule for brianpa Scheduled for March 23, 2007 Permit# 0045.2007.PMEC Type: 420 INSPECT ROUGH MECHANICAL Notes: Comments: 1 - Accepted 2 - Accepted as Reinspection Fee $ P te, Address Contact Name: 1654 LOST BASIN RD Contractor: T & E MARSHALL ENTERPRISES Owner. 3 - Rejected Time: 12:00 4 - Partial/Not Complete Rick Contact # RANCH III LLC Page: 1 1mvbCLlst.rpt Inspection Check List Pape: 8 3/23/2007 8:15.02AM COUNTY OF PITKIN Inspection Line:920 -5532 Inspection Schedule for brianpa Scheduled for March 23, 2007 Permit# 0172.2006. Type: 222 INSPECT R0UGH.Wv2e4RN5P&— Notes: Comments: Time: 12:00 1 - Accepted 2 - Accepted as Noted 3 - Rejected Reinspectio Fee $ 4 - Partial /Not Complete 4 �?, 1654 LOST BASIN RD Contractor: CRYSTAL VALLEY PLUMBING Owner: Contact # RANCH III LLC Pape: 8 lie ASPEN *PITKIN COMMUNITY DEVELOPMENT DEPARTMENT 130 South Galena Street • Aspen, Colorado 81611 City of Aspen • 970/920 -5090 Ritkin County • 970/920 -5526 BUILDING INSPECTION CHECK LIST Inspection Reinspection Partial Complete PennitNo. ❑ STEEL (Rebar) ❑ ELECTRIC ❑ PLUMBING ❑ MECHANICAL ❑ APECC UILDI G ❑ Footings ❑ Constr. Service ❑ Underground ❑ Rough ❑ Foundation Insulatio R -Frame ❑ Caissons ❑ Underground ❑ Waste & Vent _ ❑ Flue(s) ❑ Slab Edge Insulation ❑ Roof Ventilation ❑ Wall ❑ Rough ❑ Water Pipe ❑ Gas Log ❑ Insulation ❑ Drywall ❑ Wall Cores ❑ Penn. Service ❑ Gas Pipe O Combust. Air ❑ Glazing ❑ Special ❑ Struc. Slabs ❑ Bonding ❑ Gas Tag ❑ Ventilation ❑ Pool ❑ Mobile Home ❑ Pads ❑ Special ❑ Fire Penetrations ❑ Kitch. Hood O Spa ❑ Fire Resistive ❑ Piers ❑ Final ❑ Final ❑ In -Floor ❑ Snowme@ Roof Coverings ❑ Bond Beam ❑ Final ❑ Final ❑ Zoning ❑ won ❑ Final Accepted ❑ Accepted as Noted Rejected ❑ Reinspection Fee $ 11 Vouare requimal to make the conecdons on the constnrctlon which is now in progress: Contact Fire Marshal for sorinkler InkDaction. 'Reber of footing to be made availabfe for grounding. *No occupancy or use allowed before certificate of occupancy is issued. UBC '97 Sec 109.1 Note: �:�� ? ►] °a ]� mac• �� i tf ZT f r >c� wHr Instructions to Inspector: DESCRIPTION: # Stories Garage: Attached Detached: Carport Bedrooms— Full Bath_ 3'i Baths _ % Baths _ Kitchen ACCESSORY UNIT: Living— Kitchen _ Bath _ Bedroom _ Fireplace: Make: �r�k�- Gas Appliance: Make: Gas Log: , F Request Received Date 1; Z / . ;. l 4n*PCList.rpt 3/2212007 8:07:43AM Inspection Check List COUNTY OF PITKIN Inspection Llne:920 -5532 Page: 13 Inspection Schedule for tomp Scheduled for March 22, 2007 Penni 0216.2006.PELE Type: 222 INSPECT ROUGH ELECTRICAL N otes: Asking for a rough inspection for Matt's Cabin. Thank you Comments: 1 - Accepted - -!�- 2 - Accepted as Noted _ 3 - Rejected Reinspection Fee Time: 12:00 / y 4 - Partial/Not Complete Address Contact Name: Bart Contact # (970) 948.6011 1654 LOST BASIN RD Contractor: R & A ENTERPRISES Owner: RANCH III LLC Page: 1 V List._ t 4/24/2007 7:51:12AM Inspection Check List COUNTY OF PITKIN Inspection Line:920 -5532 Inspection Schedule for brianpa Scheduled fo►April 24, 2007 Permit# 0121.2006.PRBK Type: 524 INSPECT GLAZING Notes: Comments: ,vg 7 � .3 s v Time: 12:00 Page: 3 4- - Accepted 2 - Accepted as Noted _ 3 - Rejected Reinspection Fee $ 4 - Partial/Not Complete Add ress Contact Name: Rick Contact # (970) 948 -8081 1654 LOST BASIN RD Contractor: HARRIMAN CONSTRUCTION Owner. RANCH III LLC Page: 3 RURAL AREA RESIDENTIAL GMQS TRACKING WORKSHEET Parcel I.D. ~'~6 Y'' ~ _0~(>QQ~_ Vested as of June 19, 2000 and Still Vested? ^ Yes ^ No Permif-~ ~(2-(•2C1dro ,P~bK Rural Area Sub-Area ^ Roaring Fork Crystal River ^ Frying Pan Legal Status ^ Pre-1978 Legally Created, Not Merged Parcel or Subdivisicn Lot ^ Post•1978 35 acre Roaring Fork or UGB parcel ^ Pre-June, 2000 BOCC Approved Subdivision • ^ Pre-January, 2000 Crystal or Frying Pan 35 acre Parcel ^ Post-June, 2000 Subdivision Lot or 35 acre Parcel Exemption from Competition ^ 5750 Exemption ^ Agricultural Building ^ 1000 sq. ft. Addition ^ TDR ^ Remodel ^ Historic Preservation ^ Replacement ^ AH Zore DIStrI~tS ^ Category 1-4 Not in AH Zone (Density Bonus only) ^ R.O. ^ CDU (Density Bonus only) ^ Large Lot (500 ac & RS1E01 Existing Floor Area sq. ft. + Proposed Floor Area sq. ft. = Resultant Floor Area sq. ft. Exempt Ag Floor Area sq. ft. Exempt Sub-grade d sq. ft. or Garage Floor Area # of Units Approved by Permit Amount of 5750 Exemption Used by All Development on Prop erty ~ sq. f;. Amount of 1000 sq. ft. Exemption Used by Permit sq. ft. Total Floor Area Exempt by TDR(s) sq. ft. Floor Area Exempted by TOR Used by Permit sq, ft. TDR Certlfcate ~ GMQS Approval #, Additional Floor Area Allocated for Additional Floor Area Used sq. ft. Floor Area for New Development Allocated Floor Area Allocation for New Development Used sq. ft. q ~~~~.~ ~~ ~ ~ ~~ access (~~ ~ ~-~--~- o ~ ~ ~- ~~~~~.~ s~~~ R ,. ,~ ~~ H d 2~- ZooZ ~ yet ~ ~1a~.--~ o-~.I~~ocQ.~~,v~.s-~ a ~~ ~ ~ti`~c,~ W-est~ , r _; ~~ r "Y P /~,~ l10~ v~'~ ~-~ ! 2 72. ~~2 3~ ~ '' ~ ,~ ~~. 484926 IIIIIIIVIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIVIIIIIIIIIIIO 07902D20000 3:45P DETERMINATION OF THE HEARING OFFICER OF THE COMMUNITY DEVELOPMENT DEPARTMENT OF PITKIN COUNTY, COLORADO, APPROVING THE BANE TRACTS 1041 HAZARD REVIEW AMEND~NT AND SPECIAL REVIEW FOR CARETAKER DWELLING UNITS Determination No, 1~ -2003 RECITALS I. Ranch I LLC, Ranch II LLC, Ranch III LLC, Ranch N LLC, and Ranch V LLC ("Applicant") have applied to the Pitkin County Hearing Officer ("Hearing Officer") to amend the prior land use approvals for Bane Tracts 1-5 to relocate and amend certain approved building envelopes, and to establish accessory envelopes for enhancements to Prince Creek, fire protection and stock ponds, agricultural improvements, access and drainage improvements. In addition, the Applicant is requesting special review approval for caretaker dwelling emits on Tracts 3 and 5. 2. The parcel is located West of Prince Creek and Dinkle Lake Roads, and is described as Bazie Tracts 1-5. The five parcels are zoned RS-30/PUD and contain a total of 2,245 acres. 4. The Bane Tracts Plat was recorded in Plat Book 59 at Pages 62-68. The Hearing Officer granted land use approvals ih the spring of 2002 (Determination Nos. 22-2002 through 26-2002). The 1041 site plans were recorded in Plat Book 62 at Pages 88-96. Each tract is also subject to a Development Agreement with the County, recorded at Reception Nos. 474059, 474060, 474061, 474062 and 474063, which provides for 20 year vested rights that shall expire on September 25, 2022. 5. The Hearing Officer considered this application at a duly noticed public hearing on May 20, 2003, at w[iich time evidence and testimony were presented with respect to this application. 6. The Hearing Officer finds that this amendment is consistent with the applicable standards of the Code, will not increase off-site impacts, and will not affect the use or character of the property as previously approved. 7. The Hearing Officer has determined that the proposed caretaker dwelling units meet the standards established in sections 3-I50-130(B) and 3-210 of the Land Use Code. The Applicant proposes to deed restrict the proposed caretaker dwelling units. 8. The Hearing Officer further finds that agricultural uses are a principal use on the Tracts in addition to residential use, and, Therefore, that agricultural buildings may utilize the maximum height established in the Code for principal structures. NOW THEREFORE BE IT RESOLVED by the Pitkin County Community Development Hearing Officer that he does hereby approve the Bane Tracts 1041 Hazard Review Amendment and Special Review for Caretaker Dwelling Units, subject to the following conditions, which shall run with the land and be binding on al] successors in interest. 1) All conditions of Hearing Officer Determination Nos. 22-2002, 23-2002, 24-2002, 25-2002 and 26--2002 shall remain in fidl force and effect, except as amended herein. ~-4-03 gip. ~-@Df~ Hearing Officer Determination No. 11 -2003 Page 3 434926 IIIIIIIVIIIIIIIIIIIIIIIIIIIIIIIIIIII~IIIIIIIiIIIIIIIII007902D20 0003 45P E. All roof designs, coverings, or equivalent assemblies shall be specifically approved by the Fire Marshal prior to submittal of a building permit application. 7) The caretaker dwelling units shall be limited to 700 net livable square feet and the kitchens shallcontain a minimum of a two burner stove with oven, standard sink, and a 6 cubic foot refrigerator plus freezer. One off-street parking space shall be provided for each unit.. 8) Prior to submission of a building permit for each caretaker dwelling unit, the Applicant shall obtain and the Housing Office shall record a caretaker dwelling unit deed restriction. Actual floor plans of the unit shall be submitted to the Housing Office with the deed restriction. 9) Prior to issuance of a Certificate of Occupancy for each caretaker dwelling unit, the Housing Office shall inspect the unit. 10) Winter access (between November 1 and April IS) to Tcacts 1-5 on Prince Creek Road sha1.1 be prohibited, unless the Pitkin County Asset Manager consents in writing to a specific request from the Applicant to vary the dates. 11) The Applicant shall adhere to all material representations made in the application or in public meetings or hearings and shall consider those representations to be conditions of approval, unless amended by other conditions. NOTICE OF PUBLIC HEARING PUBLISHED IN THE ASPEN TIMES WEEKLY on the E; , ~ 19~' day of April, 2003. APPROVED AND ADOPTED this 20'x' day of May, 2003. ATTEST: tt ~ I 0~ 11 Janis ylor, Administrat ve Assistant APPROVED ASS.' ~x-- John Ely, Conn orney COMMUMTY DEVELOPMENT DEPARTMENT HEARING OFFICER OF PITKIN COUNTY, COLORADO James R. True, Hearing Officer Date Z b ~ APPROVED AS TO CONTENT: ~('~~.L~-i~I j C~y Houben, Community Development Director P025-03; PlD#246334400009 ~~~ ~ a2~~~~k DETERMINATION OF THE HEARING OFFICER OF PITKIN COUNTY, COLORADO, GRANTING APPROVAL OF THE BANE TRACT 3 1041 HAZARD REVIEW, CONCEPTUAL SUBMISSION, AND GMQS INCENTIVE FOR LARGE LOTS Determination No. a'-{-2002 RECYTALS I. Amy U. Turnbull ("Applicant") has applied to the Pitkin County Hearing Officer for 1041 Hazard Review and Conceptual Submission to establish a building envelope for the construction of a singlafamily residence and accessory agricultural uses on Bane Tract 3. 2. The Bane Tracts aze located in the Prince Creek Valley. The Bane Tracts are located at the top of Prince Creek Road where Prince Creek Road meets West Sopris Creek and Dinkle Lake Roads Bane Tract 3 is located in the center of the Bane Tracts. The tract is bordered by the White River National Forest to the south and east, Tract 5 to the east, the Jelinek property to the north, Tract 4 and White River National .Forest to the west. The property is more specifically described in Exhibit A. 3. The properly is zoned RS-30. The property contains approximately 504 acres and is conforming in size. 4. The property is a working ranch. The conditions of this Resolution shall not prohibit typical operations or uses associated with the ranch. 5. One single-family dwelling unit up to 15,000 square feet of floor azea shall be exempt from Growth Management on any parcel greater than 500 acres in size. 6. The Hearing Officer, at a duly noticed public hearing on May 28, 2002, reviewed this application, and at which time evidence and testimony were presented with respect to this application. 7. The Hearing Officer fords that this application proposes development inthe best possible location, given the hazazds identified on the property. NOW THEREFORE BE TT RESOLVED by the Pitkin County Hearing Officer that he does hereby grant approval to the Bane Tract 3 1041 Hazazd Review, Conceptual Submission, and GMQS Incentive, subject to the following conditions, which shall run with the land and be binding on all successors in interest: I. The Applicant shall adhere to all material representations made in the application, dated February 5, 2002, and public meetings. 2. Prior to submittal of any building permit applications, the Applicant shall record a 24 x 36 inch mylaz 1041 Hazazd Review Site Plan in accordance to Section 5-70-040 of the Land Use Code. The site plan shall atso be submitted in a digital format for integration into the County Geographic Information System (GIS). I~IIII ~~Iil ~~l'II II~II I~II~ IIIII~ ~II~I III I~I~~ III III 0 4 ~ ~fl~ STLVIRDRVISPITKIN COUNTY CO R Pitkin County Building Dept. ... .Determination No.~-2002 Bane Tract 3 - Page 2 3. Wildfire mitigation shall be as follows: A. Defensible Space: 1. The area azound all structures shall incorporate landscaping with wildfire defensible space considerations as follows (NOTE: Actual vegetation manipulation to meet these conditions may not be necessary where the natural vegetation patterns have already fulfilled these conditions): a. For a distance of I S' around all structures, maintain vegetation at a height of 6" or less with mowed grass, low growing perennials or hazdscape. Woody vegetation shall not be planted with this perimeter. b. Beyond the 15 foot perimeter and up to 30 feet from the structure, grass shall be kept mowed to a height of 6 inches or less. c. Any future woody (i.e. evergreens) landscaping within 100 feet of structures shall be planted so that there will be a 10 to 15 foot spacing between tree crowns. The distance between crowns shall be measured from the outermost branches. Aspens shall be panted as single stem or in clumps. d. The lower limbs of all trees within in the 100 foot perimeter shall be removed up to 10 feet or half the total height of the tree whichever is least. Removing these lower limbs will take care of ladder fuels. e. The Applicant shall be responsible for the continued maintenance of the defensible space vegetation requirements. B. Structural Desien and Construction Requirements: I . Roofs shall have anon-combustible roof covering on a Class A assembly. Wood shake/shingle roof covering are prohibited in all wildfire hazard areas. Roofs with less than 3:12 pitch are not permitted in 1041 Wildfn•e Areas unless they comply with the following: a. All roof coverings shall be non-combustible materials as defined in the Uniform Building Code (iJBC) 1997 Section 1504 and installed on a Class A roof assembly. b. All roof coverings shall have a surface that shall facilitate the natural process of clearing the roof. c. All roof design shall facilitate the natural process of clearing roof debris. Protrusions above the roofline, such as parapets, shall be prohibited d. Roofs shall be installed as required by UBC 1997 Chapter 15 and shall have a minimum slope of 1:48. I I ~ I~~I ~ II ~'I ~' I ~~ I ~~ ~ 1 6 9 5 3 0 iI~~III"III'~I'I~II~III'III'~II ~p R 0.00 07/05 D 0 001 t :26H 51LVIA ~A Determinatdon No. ~-2002 Bane Traed 3 Page 3 e. Ail roof designs, coverings, or equivalent assemblies shall be specifically approved by the Fire Marshall prior to submittal of a building permit application. 2. All vents shall be screened with corrosive resistant wire mesh of one quarter inch maximum. C. Maintenance: 1. Roofs and gutters shall be kept cieaz of debris. 2. Yards shall be kept clear of all litter, slash, and flammable debris. 3. All flammable materials (including fn•ewood/wood piles) shall be stored on a pazallel contour a minimum of 15 feet away from any structure. Firewood/wood piles shall be stacked on a parallel contour a minimum of 15 feet away from all structures. D. Miscellaneous: I . Fences shall be kept cleaz of brush and debris. 2. Wood fences shall not be connected to the structure. 3. Fuel tanks shall be installed underground with an approved container. 4. Each structure shall have a minimum of one I O Ib. ABC fire extinguisher. 5. Addresses shall be cleazly marked and visible with minimum 2" norncombustible Letters and shall be clearly visible at the primary point of access from the public or common access road and installed on a noa-combustible post. 6. Any outbuildings or additional buildings shall adhere to the same standazds as structures. E. Utilities: i. Utility lines shall be buried. 4. No development, including grading, excavating, fill placement, berming, decorative or omamental entry gates, construction pazking or staging shall occur outside of the approved building envelope unless otherwise specified in this document. Vegetation removal or disturbance shall not occur outside of the approved building envelope, except as necessary for ranch operations. Weed control, irrigation practices, control burns, and when necessary wildfire mitigation may be undertaken. Only one decorative or ornamental entry gate shall be allowed along Homestead Alley (off of the Dinkle Lake Road spur) or Four Baz Spur (off of Prince Creek Road) for the subject property and the other four Bane Tracts. 5. Utility extension and maintenance shall occur within the approved building envelope and/or within the existing driveway alignment. Well and septic locations may occur outside of the building envelope in locations approved by the Community Development and Environmental Health Departments. Landscaping may occur outside of the building envelope pursuant to a Landscaping Plan approved by the Community Development Department. Determination No. ~-2002 Bane Tract 3 Page 4 6. All areas disturbed by~construction shall be revegetated with native shrubs and grasses to limit water consumption and additional runoff within one growing season of the project's completion. Landscaping and revegetation on the property shall utilize low water (xeriscaping) native plant materials and concepts. 7. The Applicant shall comply with the following wildlife mitigation: A. Fencing outside of the building envelope not necessary for the control of livestock is discouraged. Livestock fencing shat! be brought into compliance with County standards only when ranch operations ceases. B. Dogs shall be kenneled. Verification of a dog kennel, run, or other fenced azea should be completed prior to the Certificate of Occupancy. Dogs belonging to construction workers shall not be allowed on the property except for working dogs. C. All waste storage shall comply with Wildlife Protection Ordinance No. OI 0-2001. Prior to Certificate of Occupancy, compliance with the ordinance shall be verified. D. No riparian or wetland vegetation shall be damaged or removed. E. Utility poles must be made raptor-friendly or raptor proof. F. Any vegetation altered for an access road, utility line or similar use must be replaced with vegetation equal in type and quantity to that being removed according to a mitigation plan approved by the County Wildlife Biologistpursuant to section 3-80-080(A)(4) of the Pitkin County Land use Code. G. Any areas outside of the building envelope disturbed during construction must be revegetated with native plants according to a Revegetation Plan submitted by the Applicant and approved by the County Division of Natural Resource prior to issuance of a Certificate of Occupancy. The elements of the plan are outlined in the County Wildlife's Biologist letter dated April 25, 2002. H. Fruit-bearing trees and shrubs should be avoided in any landscaping due to the high level of black bear activity in the area. I. If horses are kept, hay shall be fenced at owner's expense with 8' mesh game proof fencing. 3. Mountains sage habitat shall be preserved to the maximum extent possible. 8. Prior to the issuance of a building permit, the Applicant shall obtain approval of a septic permit from the Environmental Health Departrnent. The septic system must comply with the setback requirements from surface and groundwater sources. A qualiFed professional engineer must design the system. The septic systems may be located outside of the building envelope, if approved by the Environmental Health and Community Development Departments. I IIee I 469530 .,~,_, IIIIIII ~OIII IIIII~IIiIIIIIII IIIIIIiIIIIIII VIII ~I~I IIIIO 07905/02000081 .26P SII VIP D :; y Determination No. ~-2002 Bane Tract 3 Page 5 9. Prior to submittal of a septic permit, the Applicant shall provide documentation of adequate quality and quantity of water to the Environmental Health Department. The well may be located outside of the building envelope, if approved by the Environmental Health and Community Development Departments. 10. A fireplace/woodstove application must be filed and approved by the Community Development Department prior to the issuance of a building permit. ~~ 11. The Applicant shall comply with all codes and requirements of the Basalt and Rural Protection Fire District, which include and aze not limited to the following: A. Road/driveway widths should be at least 14 feet. In the places where the road crosses the streams, culverts should be 16 feet wide. B. Dead end driveways shall have tumazounds for fire appazatus. C. Pullouts are required every 400' to allow passage of fire apparatus. D. All residences shall have a fire sprinklers. E. Water storage tanks or ponds with dry hydrants located on the property shall be allowed to be used in fire suppression and be accessible year round. 12. Prior to commencement of any earthmoving or construction activity, the Applicant shall stake the comers of the building envelope and install construction fencing around the perimeter of the building envelope. The fencing shall remain in place until issuance of certificate of occupancy. 7 13. The Applicant shall submit a Drainage and Erosion Control Plan for review and approval by the r County Engineer prior to the submittal for any building or earthmoving permits. The plan shall address ~5 the management of runoff during construction and after constmction is complete. The plan shall detail the types and locations of drainage and erosion control features and methods to maintain them during construction. Silt fencing along Prince Creek shall be installed during construction to prevent potential disturbance. 'Q 14. At the time of building permit application submittal, the Applicant shall submit, for review and approval by the County Engineer, a Construction Management Plan in accordance with the Asset ~'~~ Management Plan. The Construction Management Plan shall indicate that vehicles associated with construction (i.e. employee traffic, construction vehicles, staging and deliveries) shall not violate County Law, such as parking on County rights-of--way. 1S. Prior to the submittal of anybuilding permits, the Applicant shall obtain anAccess/Driveway t~ Development Permit approved by the County Engineer. t: ~cJ A. The driveway shall comply with County standards in effect at the time of issuance of the permit. B. A plan and profile of the road shat] be submitted with selected cross sections in areas of significant cuts or fills. The plan should show locations of proposed emergency vehicle pullouts. Pullouts shall be field verified before construction. I ~I~III ~IIII IIII~~ II~II III~I ~~III~ II~II III III~I III IIII e 0 695 0 ~08t : zea Determination No. ~-1002 Bane Tract 3 Page 6 C. Hydraulic calculations confirming the required sizes of culverts and other drainage features shall be submitted along with the permit. D. Portions of Homestead A11ey, proposed to be improved, encroach upon slopes in excess of 30% (i.e. Stations 72+00 to 76+00). The Applicant shall provide a slope analysis in these areas to illustrate possible avoidance of these slopes. E. Any encroachments into wetlands or riparian habitat areas due to construction of the drive or installation of the drainage features should be avoided. If distubance of unidentified wetlands or riparian habitat areas are necessary, the Applicant shall consult with the County Division of Natural Resources. F. Winter access to the property shall be from West Sopris Creek Road to Upper Prince Creek Road to the intersection ofthe Dinkle Lake Road spur to the existing gate on Tract 1. The Applicant, owner, shall contract with the County in order to plow these County roads. Shall access to the Dinkle Lake Road spur be prohibitive; the Applicant shall be ailowed to use Four Bar Spur off of Upper Prince Creek Road during winter months. 16. All lighting shall comply with the regulations of the Land Use Code. 17. Commitment to serve letters from Holy Cross Electric, Qwest and any other commercial utiiity company shall be submitted at the time of building permit. 18. All development must comply with the provisions ofthe Pitkin County Noxious Weed Management Plan. The property contains aeeas of noxious weed infestation. Prior to the submittal of a building or earthmoving permits, the Applicant shall submit a weed management plan to be appro7ed by the County Division of Natural Resources. 19. Pursuant to Ordinance No. 022-2000, the Applicant is subject to the Fair Shaze Requirements and shall pay a road impact fee as calculated at the time of building permit issuance. 20. Statutory vested rights for the approval contained herein are granted pursuant to the Pitkin County Land Use Code and Colorado Statutes, subject to the exceptions set forth in Pitkin County Land Use Code, § 4-140 and C.R.S., § 24-68-105. The statutory vested rights granted herein shall expire on May 28, 2005. NOTICE OF PUBLIC HEARING PUBLISHED IN THE ASPEN TIlYIES ON THE 2711 DAY OF APRIL, 2002. APPROVED AND ADOPTED ON THE 287° DAY OA~F MAY, 2002. ~{' VESTED RIGHT NOTICE PUBLISHED ON THE t~'~ DAY OF'~:1Vt-'/ , 2002. 'NiM11M'N~AGW~I~WIYIi~~~::r',.'.°~..... 'Determination No. ~-1001 Dane Tracd 3 Page 7 ATTEST: ~~~~~ Isabel Calderon, Administrative Assistant APPROVED AS TO FORM: ;.~ ,a. HEARING OFFICER OF PITKIN COUNTY, COLORADO mes R. True, Hearing Officer Date: ~ 9~~ APPRO AS TO CONTENT: Cindy Houben, Community Development Director due HP033-02 246334400007 ~I~III ~~III ~I~~I~ ~~~II (~~{) (VIII ~I~'I (II ~~III III III 0 6950 ~ 8I.26a SILVIP ORVIS PSTKIN COUNTY CO ~ R 0.00 D 0.00 • ~ " t7QII8IT aA" .- j~":t~12r'Y4/~~ I"O. ~ ... ~ ' - - :.:y DESCRIPTION-TRACT 3 - TD BE KNOHN A3 BANE TRACE 3 . A tract oL land aitunte in Section 6, Townahly 9 South, Range 87 Neet, Sections 25 and 36 Townsnl 8 S th • y ou , Range 8B Heat, Ssctlon 31, Townahlp 8 South, RMge 87 Weet, Sections 1 end 12, Township 9 Scuth R , ange 88 Went all of the 6th Principal Mezldian being more Darticvlnzly described _ as Lollowax .. Heginning at the SW corner of Lot 2 oL eeid Section lr ~ • thence, N 35°55'd6• E, 1201.94 £eett • thence, N 00°00'00• E, 1d45.30 feet; ~ thence, N 90°00'00• E, 1147.19 feet; _ _ thence, N 00°44'00• N, 1822.50 feet; tbenee, N 76°11'29' W, 4081.20 feet to the SW corner of the NE1/4 of the NW1/6 of said Section 36r • ~ ,- thence,. N 00°11'00• N, 1319.97 feet along the went line of said NE'1/4 of the NH1/4 to the NN corner of said NE1/4 f I. . ".'.~~~~~•:~~' • o theNW1/4; thence, N 00°24'11'• N, 1320.26 £eet along the west line of the SE1/4 0£ '• the SN1/4 of s id a Section 25 to the NW corner. of said SE1/4 of the SW1/4r thence, S 89°53'33' 8, 1303.45 feet alon the no th li ~ ' g r ne of said SES/4 of the SW1/4 to the NH corner of said SE1/4 of the SWL/4t thence, S 00°48.22' E, 1320.59ieetalong the east line of said SE1/4 0£ the SW1/4 to the south I/4 ~ - corner of said Settlon 25; thwca, S 89°53'00• E, 2625.48"feet along the south line of said Se 25 i ' ct on to the SE corner of Section 25; _ ~ • thence, S 00°44'00• E, 900.90 feet to the NW corner of said Section 31: thence S 17°25'42• , H, 4589.53£eet to the NS corner of Lot 9 of said Section 31; _" ' thence, N 89°59'23' W, 559.57 £eet along the north 21ae of ~eaid Lot 9 to the NW corner of L t o 9; thence, S 00°19'00. 8, 900.90 feet along the west line of said Lot 9 to the SW corner of Lot 9: . thence, S 90°00.00. 8, 557.08 feet along the north line o£ Lot 13 of. said Section 6to the NS corner f L 1 ~ - - •' • o ot 3; thence, S 00°00.00' W, 1131.13 feet along the west line of Lot 13 and Lot 14 of said Section 6; thence, S 89°46.43• E, 47.15 feet along the east Iine of said Lot 14; Chertce S'00°05'00• H ~ , , 516.02 feet along the east line of said Lot ld to the 5H corner of Lot 14• " thence. 5 90°00'00 • E, 724.13 feet along ,the north line of Tract 37 of said Township 9 So th R u , ange 87 West; thence, S 00°00'00• W, 1320.00 feet along tlxe east line of said Tract 37 thence N 90°00' •' •• ; , 00 W. 1320.00 feet along the south line of said Tract 37 ~ to Che SH corner of Lot 1 of'said S ' ' ection 12; thence, S 89°38'53 •'N, 1317.54feet along the south lice of said Lot 1 to the SW corner of L t • • o 1; thence, N 00°02.14 •~E, 1317.75 £eet along the west~liae of said Lot 1 to the NW corner of said L 1 _ ot ; thence, N 00°18.54 •'W, 1320.76 feet to the SE corner of Lot 2 of said Section Ix ' thence, S 89°34'59• W, 1316.66 feet along the south line o£ said Lot 2 to she SW corner of Lot 2 th ' , e yoiat of beginning, containing 21,952,666 sq.ft. or 503.96 acres more or less. ' __ . ~ _ 1 ~ - IIII 11 46953@ ' ~~~III IEllt I~III~ II~II I~III ~'I~1~ ~I~I~ I~I I~I~I III IM 0 07/05 0200 0081 :26A .~ ~ ~ 1 ~k Permit # Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Two Shoes Cow Camp -Ranch Manager's House (Mat's Cabin) Report Date: 06/22/06 Data filename: P:\2006\20060078\OQualiry_Control\Design_and_Calculations\15Mechanical\Mat's Cabin.rck Energy Code: 2003 IECC Location: Pitkin, Colorado Construction Type: Single Family Glazing Area Percentage: 12% Heating Degree Days: 12006 Construction Site: OwnerlAgent: Designer/Contractor: • • e - e a' ~•• Ceiling 1: Cathedral Ceiling (no attic): 1190 36.0 0.0 35 1st Flr logs: Log: RO, 6 inch: 980 0.0 140 Window 3: Wood Frame:Double Pane with Low-E: 74 0.350 26 Pella Doors: Glass: 72 0.360 26 Siding Walls: Wood Frame, 16" o.c.: 681 21.0 5.0 27 Window 2: Wood Frame:Double Pane with Low-E: 3 0.350 1 Pella Doors: Glass: 68 0.360 24 Owner Doors: Solid: 42 0.420 18 2nd Flr Plain Logs: Log: RO, 6 inch: 278 0.0 45 Window 1: Wood Frame:Double Pane with Low-E: 9 0.350 3 2nd Flr Siding: Wood Frame, 16" o.c.: 304 21.0 5.0 12 Window 4: Wood Frame:DOUble Pane with Low-E: 51 0.350 18 2nd Flr Logs w/ wainscott: Log: RO, 6 inch: 361 10.0 20 Window 5: Wood Frame:Double Pane with Low-E: 43 0.350 15 Basement Wall 1: Solid Concrete or Masonry: 1218 21.0 0.0 48 Foam Core Steel Door: Solid: 21 0.350 7 Furnace 1: Forced Hot Air: 94.1 AFUE Compliance Statement: The proposed building design descdbed here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.7.3 and to comply with the mantlatory requiremehts listed in the REScheck Inspection Checklist. Builder/Designer Company Name Date R`C~f VE® JUN 3 0 2006 Pdk1n County gullding Depp_ rwo Shoes Cow Camp -Ranch Manager's House (Mat's Cabin) Page 1 of 5 REScheck Software Version 3.7.3 Inspection Checklist Date: 06/22/06 Ceilings: ^ Ceiling 1: Cathedral Ceiling (no attic), R-36.0 cavity insulation Comments: Above-Grade Walls: ^ 1st Flr Logs: Log: RO, 6 inch, R-0 (uninsulated) Comments: ^ Siding Walls: Wood Frame, 16" o.c., R-21.0 cavity + R-5.0 continuous insulation Comments: ^ 2nd Flr Plain Logs: Log: RO, 6 inch, R-0 (uninsulated) Comments: ^ 2nd Flr Siding: Wood Frame, 16" o.c., R-21.0 cavity + R-5.0 continuous insulation Comments: ^ 2nd Flr Logs w/ wainscott: Log: RO, 6 inch, R-10.0 cavity insulation Comments: Basement Walls: ^ Basement Wall 1: Solid Concrete or Masonry, 8.0' hU6.0' bg/6.0' insul, R-21.0 cavity insulation Comments: Windows: ^ Window 3: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, tlescdbe features: #Panes .Frame Type Thermal Break? _ Yes No Comments: ^ Window 2: Wood Frame:DOUble Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes -Frame Type Thermal Break? _ Yes _ No Comments: ^ Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break?. Yes No Comments: ^ Window 4: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, descdbe features: #Panes _ Frame Type Thermal Break? Yes _ No Cnmmenfco ^ Window 5: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes -Frame Type Thermal Break? _ Yes _ No Comments: Doors: ^ Pella Doors: Glass, U-factor: 0.360 Comments: ^ Pella Doors: Glass, U-factor: 0.360 Two Shoes Cow Camp -Ranch Manager's House (Mat's Cabin) Page 2 of 5 Comments: ^ Owner Doors: Solid, U-factor: 0.420 Comments: ^ Foam Core Steel Door: Solid, U-factor: 0.350 Comments: Heating and Cooling Equipment: ^ Furnace 1: Forced Hot Air: 94.1 AFUE or higher Make and Model Number: Air Leakage: ^ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. ^ Recessed lights must be 1) Type 1C rated, or 2) ihstalled inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from insulation. Skylights: ^ Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19. Vapor Retarder: ^ Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: ^ Matedals and equipment must be installed in accordance with the manufacturer's installatign instructions. ^ Materials and equipment must be identified so that compliance can be determined. ^ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ^ Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: ^ Supply ducts in unconditioned attics or outside the building must be insulated to R-11. ^ Retum ducts in unconditioned attics or outsitle the building must be insulated to R-5. ^ Supply ducts in unconditioned spaces must be insulated to R-11. ^ Retum ducts in unconditioned spaces (except basements) must be insulated to R-2. ^ Where exterior walls are used as plenums, the wall must be insulatedtoR-11. ^ Insulation is not required on return ducts in basements. Duct Construction: ^ Duct connections to flanges of air distribution system equipment must be sealed and mechanically fastened. ^ All joihfs, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, qr tapes. Tapes and mastics must be rated UL 181A or UL 1816. Exceptions Contiriuously weldedand locking-type longitudinal joints and seams on ducts operating a[ less than 2 in. w.g. (500 Pa). ^ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ^ Thermostats are required for each separate HVAC system. A manual or automatic means to partially restdct or shut off the heating and/or cooling input to each zone or floor shall be provided. Service Water Heating: ^ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an iritegral heat trap or is part of a circulating system. ^ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ^ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ^ All heated swimming pools must have anon/off heater switch and require a cover unless over 20% of the heating energy is from Two Shoes Cow Camp -Ranch Manager's House (Mat's Cabin) Page 3 of 5 non-depletable sources. Pool pumps require a time clock. Heating and Cooling P(ptng Insulation: ^ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Two Shoes Cow Camp -Ranch Manager's House (Mat's Cabin) Page Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains an d Runouts Heated Water Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Fluid Temp. Piping System Types Range(°F) 2" Runouts 1" arid less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pmssure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 106-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Two Shoes Cow Camp -Ranch Manager's House (Mat's Cabiri) Page 5 of 5 ~~ ~ ~, ~`~1~~ r ~ r , ~, City o (Aspen / ~: ~ K, ~, Pit~~-~r," ~adntjr w ~ Pitkin Coun . ~,. T i~,~:` Efficient Building Pro.2ram OWNER: RANCH 1 LLC PROJECT ADDRESS: 0270 LOST BASIN ROA, BANE TRACTS PARCEL ID #: #2465 3110 8001 CONTACT NAME: GIDEON KAUFMAN; KAUFMAN & PETERSON PC. CONTACT NUMBER: 92$ 8166 CONTACT E-MAIL ADDRESS: PERMIT #: (circle all that apply) TYPE OF PROJECT: NEW SCRAPE-OFF REMODEL ADDITION New constructions ware foots e: 3265 SQ, FT, Points re uired: 71 Interior remodels uare foots e: Points re uired: ddition square foots e: Points re uired: Detached ara e s uare foots ec Points re uired: 71 TOTAL POINTS REQUIRED Leo- ,h+ :YYST,;2 ~ L`, ~.,,,.Y, ~s ,: +49 b ''r^ 13."i4 .+ . s%.M.. .Mu`7Gy,~~'~f. ..a ~. ,. ...,tY.w v..... .. i.:'. r.~ .n ^.. Pouf e`^...F~. ~. CYa 5"C-£rs .. 16~~}~9 ff ~ Y' :c... x.. n.. .~ . TOTAL POINTS ACHIEVED ~J~s+.,~,e.-4 n.. } 'rv`t"G-t v,^. X S .. a....n 3$.~SY. .(... 'ycn«-c. ~ ~ City o j'Aspen/Pitkin County Efficient Building Pro.2ram Checklist c z Please read the EB Guidelines prior to completing the Checklist. The y °a EB Guidelines serve as the official code document for this program. w LEGEND o ' 2"1~ ;. =Shaded box indicates mandatory compliance for all projects (14 for new houses 121 for additions/remodels) ~ 70 =Dark outline indicates mandatory measures for publicly-funded affordable housing projects (PEAR) w z S =Self-certified (Applicant's signature on this checklist serves as certification.) 0 ~ v 1-5 =Inspected (PC: Plan Check; 1: Foundation; 2: Framing; 3: Insulation; 4: Rough-in; 5: Final) a yr P =Prerequisite (These measures must be achieved for the subsequent points to be earned.) ? Quantity Levels a QL 1 = 10% - 25%; QL 2 = 26% - 50%; QL 3 = 51 % - 75%; QL 4 = 76% - 100% c .. e...... f+ .. ~, ,..; . L...x.:m .,~~..}:: 's3'b .r . .w=:;.*.t ,. .. ~.~ ~P~!f.L:.'1'V`~E1 ~. trr.1<4.,.Y''.I.°YL`.:F. T} ,. ...:,... r,'xem.d~ .,.v?.=; 2.0 DECONSTRUCTION /DEMOLITION & CONSTRUCTION DEBRIS RECYCLING PC 0 ;, ?'. ; +iz~Z 2.1 Deconstruction Plan submitted with permit application (remodels and/or scrape-offs ohly) 2.2 Demolition debris reduced (4 points required of remodels and/or scrape-offs; select from 2.2.1 - 2.2.6) 1 0 3 2.2.1 Woad recycled /composted (?75% of all wood) 1 0 3 2.2.2 Metal recycled ( ?90% of all metals) 1 0 3 2.2.3 Concrete recycled (?75% of all concrete) 1 0 2 2.2.4 Carpet pad recycled (g0% of all caipet pad) 1 0 2 2.2.5 Compaction (grinding, shredding, crushing, etc.) 1 0 6-24 2.2.6 Material salvagedfor reuse (6 points per level) S 0 3 4ctQ 2.3 Deconstruction materials donatedto a non-profit organization 2.4 Construction debris recycled (4 points required of ail new construction & PFAH projects; select from 2.4.1 - 2.4.3) S 2 1-4 2.4.1 Wood scrap recycled /composted (1 point per Quantity Level) S 2 2 2.4.2 Metal scrap recycled (a90% of all unused metals) S 3 1-4 2.4.3 Cardboard recycled (1 point per Cluantiry Level) 2nd Edition 9/03 City of Aspen /Pitkin County Efficient Building Program Pitkin County 9uildi81. USE OF RESOURCE EFFICIENT MATERIALS Part lI of secfion 2 0 S 15 5.20 2.5 . Reclaimed lumber (5 points per Quantity Level) S 15 5-20 2.6 Reclaimed exterior trim 7siding /interior trim /flooring (5 points per Quantity Level) S 2 1-4 2.7 Recycled-content carpet (1 point per Quantity Level) S 2 1 d 2.8 Recycled-content in decking materials (1 point per Quantity Level) S 2 1-4 2.9 Recycled-content sheathing (1 point per Quantity Level) S 0 1-0 2.10 Recycled-content or fiber cement siding (1 poirit per Quantity Level) S 0 1v1 2.11 Recycled-content ceramic file (1 point per Quantity Level) S 1 1.4 ~ 2.12 Recycled-content roofing (1 point per Quantity Level) S 2 2.8 2.13 Rapidly reviewable content flooring used (2 points per Quantity Level) S 2 2 2.14 Built-in kitchen recycling center to include two or more bins Sub Total 48 r ~ :, .~r r. .. ~ rr. e-0~ ..... ?ia!~. '~"3,.v ~...:'3 y.F'"r. tm...~x ue .',$h~- „,,.14 i,..,F & "3Sw ,-.::-i a ~ :. G 3.0 LAND USE AND WATER CONSERVATION ` ~' ~ "~'-'' 1-3 3.1 Simple Footprint 1 3 3.1.1 <4 exterior corners (no points for 3.1.2 or 3.1.3) 1 0 2 3.t2 <6 exterior comers (no points for 3.1.1 or 3.1.3) 1 0 1 3.1.3 <g exterior comers (no points for 3.1.1 or 3.1.2) 1.5 3.2 Xeriscape Landscaping (2 points required of all PFAH projects; select from 3.2.1 - 3.2.5)) S 1 1 3.2.1 Addition of organic material to and aeration of soil S 1 1 3.2.2 Reduction of turf orce~r~xoi sra;:a_____~_____...,.__ .. .._ S 1 1 _ ~ °° "' "°"" "+. ". "'~~~cnever is smaueq 3.2.3 All planting beds mulched with wood chips at least 2" dee S 1 1 p 3.2.4 Appropriate use of low-water-demand plants S 0 1 3.2.5 Zoned irrigation system 1-13 3.3 Water conservation by pertormance (2 points required of all PFAH projects; select from 3.31 - 3.34) 5 1 1 3.3.1 One point for each gallon per minute savings over code requirements 5 2 1-4 3.3.2 Dual-flush toilet (1 point for each toilet, nb credit for toilet under 3.3.1) 5 2 2.8 3.3.3 Composting toilet (2 points for each toilet, ho credit for toilet under 3.3.1) 5 1 1 3.3.4 Only one showerhead in all showers 5 3 5 3.4 Drip Irrigation or no irrigation 5 5 3 1.4 3.5 Engineered/vegetated swales to riper stormwater runoff (1 point per Quantity Level of filtered run-off) 7 1-10 3.6 Planting trees tieyohd required trees (1 point for every tree over requirement) 3.8 3.7 Save and reuse all topsoil and/or excavated fill on site 1 3 3 3.Z7 Topsoil reused on site (Indicate storage loraiion on site plan.) 1 i 5 5 3.7.2 100% of excavated fill reused on site (Indicate storage location on site plan.) i 8 2-8 3.8 Site-rock reclaimed on site (2 points for per level; Indicate storage location on site plan ) 4 4 3.9 . Non-potable water usetl for irrigation i 6 2-8 3.10 Pervious materials in "hardscape" areas (2 points per Quantity Level) Sub Total 49 ~~ w,. a ww~.-= ,..,:?Yw vG M'~` '.n ~. ,.__;:~ '/r..e?F .^s',z ~ p..``,~"C`df .,s ~t'na + :^.,,.,.' , ~ ~~ ~ ~ yh -; ~ ~ ` 4.0 . . Y u :w. FRAMING & MATERIALS ~ . ' 2-42 4.1 0 Incorporate optimal value engineering (OVE) framing techniques (6 points required of all PFAH projects) 3-12 4.1.1 24" O.C. studs (3 points per Quantity Level for all framing) 0 2.8 4.1.2 Two-stud corners (2 points per Quantity Level for all framing) 2 2-8 4.1.3 Efficient headers (2 points per Quantity Level for all framing) 0 2-8 4.1.4 Stacking joists/studs -eliminating double top plate (2 points per Quantity Level) 0 3 4.1.5 Building with 2' increments (a75% of footprint) 0 3 4.1.6 All framing members shown on drawings in plan and elevation 0 14 4.2 Oriented Strand Board in subfloors (1 point per Quantity Level) 0 1~1 4.3 Oriented Strand Board in wall sheathing (1 point per Quantity Level) 0 2.8 4.4 Low-toxic Oriented Strand Board (OSB) (2 points per Quantity Level) 0 2-8 4.5 Finger-jointed studs or engineered studs for wall framing (1 point per Quantity Levef) 0 1.4 4.6 Finger-jointed interior trim (1 point per Quantity Level) 2-88 4.7 FSC certified material 0 4-16 4.7.1 FSC certified sustainably harvested lumber (4 points per Quantity Level) 0 4-16 4.7.2 FSC certified cedar shakes and/or shingles (4 points per Quantity Level) 0 4-16 4.7.3 FSC certified trim and flooring (4 points per Quantity Level) FRAMING & MATERIALS continued on next a e 2ntl Edition 9/03 City of Aspen / Pitkin County Efficient Building Program Pa e 2 9 4.0 FRAMING & MATERIALS continued 5 0 4-16 4.7.4 FSC certified cabinets (4 points per Quantity Level) 5 0 4-06 4.7.5 FSC certified windows and/or doors (4 points per Quantity Levep 5 0 2-S 4.7.6 FSC certified outdoor structures, decking and landscaping forms (2 points per Quantity Level) 2-68 4.8 SFI certified material 2 0 3-12 4.8.1 SFI certified sustainabty harvested lumber (3 points per Quantity Level) 5 0 3-72 4.8.2 SFI certified cedar shakes and/or shingles (3 points per Quantity Level) 5 0 3-12 4.8.3 SFI certified trim and flooring (3 points per Quantity Level) 5 0 3-12 4.8.4 SFI certified cabinets (3 points per Quantity Level) 5 0 3-12 4.8.5 SFI certified windows and/or doors (3 points perQuantity Level) 5 0 2.8 4.8.6 SFI certified outdoor structures, decking and landscaping forms (2 points per Quantity Level) 2 2 2 2 1-4 2 4.9 Engineered Lumber used in floors and roofs (1 point per Quantity Level) (3 points required of all PFAH projects) 4.10 Engineered lumber used to replace 2x105 or 2x12s for structural applications (>_75% structural material) 2 0 5-20 4.11 Structural alternatives to wood-frame construction (5 points per Quantity Level) 2 0 2-8 4.12 Structural Insulated Panels (SIP'S) used for exterior walls and/or roof. (2 points per Quantity Level) 2 0 1-4 4.13 Factory-built or panelized consWCtion (1 point per Quantity Level) 1 0 2 4.14 Recycled-content Insulated Concrete Forms (ICF's) used (?75% of all insulated concrete forms) 1 0 1-4 4.15 Insulated Concrete Forms (ICF's) (1 point peFQtianGty Level) S 2 2 4.16 Non-solvent based foundation waterproofing (100% of foundation wall) 1 0 3-12 4.17 Frost-protected shallow foundation (3 points per Quantity Level) 1 0 1 d 4.18 20% or more flyash content (1 point per Quantity Level) ,.. n:. < "~ Sub Total 8 ~, _ , ga~rn .... .: . ; q^r a . -, e;«..,c- ._na.."± ,a±+. :x-. .. ...". ° ~ _, ..° ni "'~yT~'e~&~'.rr~%~: ~; PC 0 1-10 5.0 ENERGY MEASURES 5.1 Pertormance exceeding the Model Energy Code 98.2 standard for APECC (1 pt for every 5% better) (4 pt5 for PFAH) S 0 1 5.2 Window quilts or insiilatedwindow shades installed" (?75%of all exterior windows) PC 1 1 5.3 Mechanical equipment centrally located 5 0 5 5.4 Energy Star® house (5 star rating on an E-StarT") PC 0 3 5.5 Energy 10 analysis 3 1 ~:'~;f'..jl 5.6 All ductwork sealed with mastic 3 1 "*''1 ~` 5.7 Insulate all hot water pipes to all lodatlons to R-2.5 3 0 5.8 Unvented crawlspace (conditioned, insulated walls, continuous vapor barrier, no vents, etc.) 5 0 2 5.9 Side-arm hot water heater 5 5 5 0 5-10 5 5 5.10 Energy-2"cient bcller cr Aumace 5.10.1 87% (min.) efficient boiler or 94% (min.) efficient furnace 5.10.2 Modulating or sequentially staged boilers 5 0 3 5.11 Outdoor reset thermostat control 5 4 PC 0 -,Y_T .~T„ 4 3 6 `,. 41b,° 5.12 High-efficiency gas hot waterheater (stand alone units only) 5.13 Manual J calculations used for sizing mechanical equipment Sub Total 12 4& .' ."~ti. a... . ~; a 5"~ A: .x lw~~ Mar ~.a'~.6,~,. ea~,+' ~ {.: 3 M x 6.0 PLUMBING 5 0 2 6.1 Tankless water heater 5 0 3 6.2 "On-demand" hot water system """,. ii` v Sub Total 0 .. :. .:. :- .: .: .£y,";' ?.;_2;:..` .mt+'~a, r+~."aw`~-:.~.: x'"~ +_. s}. ,1:, ""` '~{r; ~ wt"".:l ar ?L#`a ..~ 'v,;;~; 7.0 ELECTRICAL m 5 S 4 1 1-10 1 7.1 Energy Star® appliances (1 point for each appliance) (2 points required of aIIPFAH projects) 7.2 Clothesline (indoor or outdoor) - 5 3 3 7.3 Energy-efficient clothes washer (selected from list on www:ceel.org -Tier 2 or higher) 5 5 2 2 1-10 7 2 7 .4 Compact fluorescent bulbs (1 point for every 4 bulbs) (1 point required of all PFAH projects) .5 Efficient light controls (>2 interior spaces controlled) ~..~ ... .. '~t'.. ~" ~ Sub Total 12 '!g.~~ .~ r?,...<`~",.. .. .'... ~RF ,Y. h`-i^Y, ^'~.~x ~~"yi...'~~7te.._ ee"e ~¢ t,.~-+tC vrxn nv. ::: _.., x...t . 2ntl Edition 9/03 City of Aspen / Pitkin County Efficient Building Program Page 3 « J 8.0 INSULATION 3 0 2 8.1 Wall insulation is 70% recycled material (>_75% of all wall insulation) 3 0 2 8.2 Roof insulation is 70% recycled material (?75%of all roof insulation) 3 4 4 8.3 Blown /sprayed insulation (?50% of all insulation) 3 0 2 8.4 Formaldehyde-free or low-toxic insulation (>50% of all insulation) 1-10 8.5 .Single-pane windows upgraded (additions and remodels only) 5 0 0 8.5.1 Double-glazed (nd points for 8:5.2 or 8.5.3) 5 1 1 8.5.2 Double-glazed with low-e coatin g (no points for 8.5.1 or 8:5.3) 5 0 0.5 8.5.3 Spectrally-selecfive film applied to historic windows (no points fqr 8.5.1 or 8.5.2) 3 0 7 8.6 Existing ceiling insulated toR-38 or to capacity (additions & remodels only) 3 0 5 8.7 Existing walls insulatedto capacity or rigid ihsulatioh added to exterior (additions & remodels only) Sub Total 5 9.0 HEATING VENTILATING AND AIR CONDITIONING HVAC 5 0 1 9.1 Air destratification system 1-5 9.2 Natural cooling (1 point required of all PFAH projects) 5 1 1 9.2.1 Vertical shading devices for east and west-facto 5 1 1 9.2.2 Reflective films on east and west-facing glass o9usle windows with a SHGC of less than 0.45 3 0 1 9.2.3 Radiant heat-reflective barriers installed on roof applications S 0 1 9.2.4 Landscaping that shades east and west facing glazing during the summer season (June-August) 5 0 1 9.2.5 Properly sized overhangs for south facing glazing area 5 5 5 9.3 No mechanical air conditioning. 5 0 1 9.4 Evaporative cooling (no points for 9.3 or 9.6) 4-14 9.5 Air infiltration rate below specified levels (Blower Door Test required) (4 points required of all PFAH projects) 5 0 4 9.5.1 0.40 NACH (Natural Air Changes per Hour) 5 0 6-14 9.5.2 <0.35 NACH (2 additional points for every .05 NACH reduction) 5 0 2 9.6 Whole-House Fan cooling (no points for 9.3 or 9.4) 5 0 10 9.7 Convert electric resistance heat to gas (additions & remodels only) 5 0 4 9.8 Replace electric water heater with a gas water heater (additions & remodels only) 5 0 3 9.9 Hydronic heat (_>50% of heating system; no points for 9.7) 5 0 8 9.10 Air to air heat exchanger Sub Total 7 aT <,~ r ~ 1 10.0 SOLAR ra m ;: " ..+~,.e-« r`.rr~'~r~~~a ., 10-20 10.1 Passive solar space heating PC P 10.1.1 South facing glazing is oriented within 30 degrees of east or west of true south. PC 0 P 10.1.2 Properly sized overhangs (see Section 9.25 for sizing calculation): PC 0 P 10.1.3 Solar access is unimpeded under easements, covenants, or other private agreements PC 0 10 10.1.4 Suntempered design PC 0 20 10.1.5 Passive solar design 5 0 10 10.2 Solar heating system for domestic hot water (no points for 10.3 or 10.4) 5 0 2 10.3 Active solar pre-plumbing (no points for 10.2 or 10.4) 5 0 15 10.4 Active solar space heating combined with solar domestic hot water system (no points for 10.2 or 10.3) 10-80 10.5 Solar-generated electricity 5 0 10 10.5.1 System size of 1 kW 5 0 15-80 10.5.2 System size of >1.5 kW (5 additional points for every .5 kW supplied, with a 8 kW maximum) _ Sub Total 0 11.0 INDOOR AIR QUALITY 1 t'~°'«"'"~°- -~ = r.,-~~': "M S 2 1.4 11.1 Low VOC and/or low-toxic interior paint (1 point per Quanti Level S 1 1 11.2 Solvent-free and/or low-toxic construction adhesives tY ) (2 Points required of all PFAH projects) 2-5 11.3 High efficiency air filter 5 0 2 11.3.1 High efficiency pleated (electrostatically-charged) air filter 5 0 5 11.3.2 High Efficiency Particulate Air (HEPA) filter PC 3 3 11.4 Rough-in for radon mitigation (no points for 11.5) PC 0 5 11.5 Radon mitigation system completed (no points for 11.4) S 4 1.4 11.6 Solvent-free and/or low-toxic wood finishes (1 point per Quantity Level) INDOOR AIR QUALITY continued on next a e 2nd Edition 9/03 City of Aspen / Pitkin County Efficient Building Program Page 4 y 11.7 ~ , ~.i L11 Exhaust fan in attached garage or no attached a 5 I11 12 Ehmma4on of all articleboard inside envelooe of 3 11.13 ELmmation of an mrl+.,,~.,,. ...:.~ ..__ _ - - - -~-• •~~wc vnw uree-inrmairio6•r. 4 ~ 4 ~71. use APPLICANT'S SIGNATURE: PRINT NAME: NOTE. Segnature indicates the applicant will comply with a a a FOROFFICIAL USE ONLYNa » n Plan Check approval by: Foundation Inspection Approval by Framing Inspection Approval by~ Insulation Inspection Approval b Y~ Rough-in Inspection Approval by: Final Inspection Aooroval h"~ or water Date: Efficient Building ~'ro ram Deconstruction Plan _.Z:'C "' Required for additions, remodels, or scrape-offs only. Size Deconstruction Plan continued on next page 2nd Edition 9/03 City of Aspen / Pitkin County Efficient Building Program Page 5 Y* S err <:~~ ~tE.~.~C'.F1 HEPWORTH-PAWLAK GEOTECHNICAL October 18, 2005 Hepwor[h-Pawlak-Geotechnical, 1nc..., 5030 County Road 154 Glenwood Springs, Colorado 81601 Phone:970-945-798A Fas:970.94~-&454 email hpgeo@hpgeotech.com Two Shoes Ranch Attn: Gideon Kauiinan 315 E. Hyman, Suite 305 Aspen, Colorado 81611 Job No. 105 856 Subject: Subsoil Study for Foundation Design, Proposed Ranch Manager House (Lebanon Cabin) and Relocated Guest Cabin, Two Shoes Ranch, Pitkin County, Colorado Dear Mr. Kaufinan: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study for design of foundations at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to Two Shoes Ranch dated September 26, 2005. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction: The proposed ranch manager house will consist of a log and wood frame structure with two stories over a full basement level (western portion) and one story over a crawlspace (eastern portion). The proposed guest cabin will consist of an existing single story log structure relocated over a new firll basement level foundation with a new wood frame addition. The structures will be located on the site as shown on Figure 1. Basement floors will beslab-on-grade. Cut depths are expected to range between about 5 to 10 feet. Foundation loadings aze assumed to be relatively light and typical of the proposed type of construction. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The site consists of an existing meadow with some existing buildings. The building azea is gently sloping down to the north. Slopes slightly steepen outside of the proposed development azea. A small creek is located east of the site. Vegetation consists of grass and weeds with scattered groves of aspen trees. Scattered cobbles are visible on the ground surface. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating three exploratory pits at the approximate locations shown on Figure 1. The logs of the pits aze presented on Figure 2. The subsoils encountered, below about 1 to 2 ? feet of topsoil, consist ofrelatively dense gravel, cobbles and boulders in a silty to clayey sand matrix. At Pit 2, on the westside ofthe ranch manager's house, 6 feet of sandy clad EC EIVED was encountered overlying the gravel soils. Results ofswell-consolidation testing Parker 303-541-7119 Colorado Springs 719-633-5562 Silverthorne JUN 3 0 2006' 970-468-~'9Uc89CountyBuildtn De 9 pt.' -2- "". performed on relatively undisturbed samples of the natural subsoils are presented on Figure 3. The sample of clayey sand with gravel matrix from Pit 1 at 7 feet showed low to moderate compressibility under existing moisture conditions and light loading The sample of sandy clay from Pit 2 at 6'/2 feet showed a minor expansion potential when wetted. Results of a gradation analysis performed on a bulk sample of the natural coarse granulazsoils (minus 8 inch fraction) obtained from Pit 1 are presented on Figure 4. No free water was observed in the pits at the time of excavation and the soils were slightly moist to moist. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural dense, gravel soil designed for an allowable soil bearing pressure of 3,000 psf for support of the proposed buildings. Footings bearing on the clay soils can be designed for an allowable soils bearing pressure of 2,000 psf. The clay soils possess a variable settlement/heavepntential after wetting and there could be some post-construction differential foundation settlement. Movement could be differential between footings bearing on clay soils and footings bearing on granular soils. The subgrade conditions should be further evaluated at the time of construction. 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 bearirg level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural soils. Exterior footings should be provided with adequate cover r above their bearing elevations for frost protection. Placement of footings at least 42 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 10 feet. Foundation and Retaining Walls: Foundation walls and retaining structures which aze laterally supported and can be expected to undergo only a slight amount of deflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 45 pcf for backfill consisting of the on-site granular soils and at least 55 pcf for backfill consisting of the on-site fine-grained soils, Cantilevered ' retaining structures which are separate from the buildings and can be expected to deflect sufficiently to mobilize the full active earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 40 pcf for backfill consisting of the on-site granular soils and at least 50 pcf for backfill consisting of the on-site fine-grained soils. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, construction materials and q ~P p itions behind the e ul ment. The ressures recommended above assume drained cond. walls and a horizontal backfill surface. The buildu of water behmd a wall or an upward P sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain should be provided to prevent hydrostatic pressure *""""' buildup behind walls. Job No. 105 856 ' GCC~teCh _ 3 - '' Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum standard Proctor density at a moisture content near optimum. Backfill in pavement and walkway areas should be compacted to at least 95% of the maximum standard Proctor density. Care should be taken not to overcompact the backfill or use large equipment near the wall, since this could cause excessive lateral pressure on the wall. Some settlement of deep foundation wall backfill should be expected, even if the material is placed correctly, and could result in distress to facilities constructed on the backfill. The lateral resistance of foundation or retaining wall footings will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of fricfion of 0.35 for clay bearing soils and 0.45 for gravel bearing soils. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of325 pcf. The coefficient of friction and passive pressure values recommended above assume ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain which will occur at the ultimate strength, particularly in the case ofpassive resistance. Fill placed against the sides of the footings to resist lateral loads should be compacted to at least 95% of the maximum standard Proctor density at a moisture content near optimum. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab-on-grade construction. The clay soils possess a variable settlement/heave potential which should be further evaluated at the fime of construction. To reduce the effects of some differential movement, non-structural floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended'slab use. A minimum 4 inch layer offree-draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist ofminus 2 inch aggregate with less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils devoid of vegetation, topsoil and oversized rock. Underdrain System: Although free water was not encountered during our exploration, it has been our experience in the azea that local perched groundwater can develop during times of heavy precipitation or seasonal runoff: Frozen ground during spring runoff can create a perched condifion. We recommend below-grade construction, such as retaining walls, crawlspace and basement areas, be protected from wetting and 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 free-draining granulaz material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish 7obNo.105856 ~ ~- Gec~tech -4- grade and sloped at a minimum 1% to a suitable gravity outlet or sump and pump. Free- draining granular material used in the underdrain system should coritain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 1'/ feet deep. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the buildings have been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. Drying could increase the expansion potential of the clay soils. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape azeas. Free-draining wall backfill should be capped with about 2 feet of the on-site clay soils to reduce surface water infiltration. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Figure 1 and to the depths shown on Figure 2, the proposed type of construction, and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and 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 re-evaluation of the recommendations maybe 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 information. As the 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 design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation Job No.lO5S56 Gec~ivch -5- f""``, bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we maybe of further assistance, please let us know. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHIVICAL, INC. ~~..~ur Trevor L. Knell, P.E. Reviewed by: ~~ Daniel E. Hardin, P.E. TLK/djb 3~4£~ ~ ~--~. attachments Figure 1-Location of Exploratory Pits Figure 2 -Logs of Exploratory Pits Figure 3 -Swell-Consolidation Test Results Figure 4 -Gradation Test Results Table 1 -Summary of Laboratory Test Results cc: Oddo Engineering -Attn: Bob Oddo Poss Architecture and Planning- Attn: Les Rosenstein JOb N0. lU~ 8~6 C.~C~t~Ct'1 8140 ~ 8735 -+~ \\ PIT2 \\ APPROXIMATE SCALE \ ~ 8130 8 i 25 1 ° = 40' \\\ \ ` I \\ I I I ` I I \ \ I I \ \ \ I PROPOSED RANCH \\ \I ~ \I BUILDING I ENVELOPE MANAGER HOUSE \ ~ ~ I (LEBANON CABIN) \ I \ \ ^ \ \ \ \\ PIT 7 \ \ \ \ \ ~ \ \ \ / / ( I 8145 ~ PROPOSED I ~ GUEST CABIN I ~ (RELOCATED) ~ I / 8135 8145 ~ \ \ \ \ \ \ ~ ~ PROPOS~ \ \ I 8125 ~ ~ DRIVEWAY \ \\ \~\ ~\ \ \ \ \ ~ \ \ \ \ \ \ PROPOSED POLE \ \ ~ \ BARN/CARPORT ~ I \ 1 1 II ~ I I I I EXISTING COWBOY ~ I I I I BATH/BUNK ROOM I~`'(-11 I I (TO BE REMODELED) I I I ~I I I / / ~ PIT 3 I I / / ~ I 1 / 8130 105 856 I HE~o~.P h~ ~ LOCATION OF EXPLORATORY PITS Figure 1 PIT 1 PIT 2 PIT 3 ELEV.=8141' ELEV.=8138' ELEV.=8144' °"~ 0 0 vo. , ~o• . : w, a m . •;<. •;o. .. ~ a~ ... . 'di :d ; i Wi ~ .•.qq~ - i WC=15.2 . •aa t.. aai D ~ ^.o' DD=774 WC=16.9 •~; ~ ° A ~ -200=25 ' •~~; DD=172 ° a~ i • ~ +4=34 ~'8•' WC=19.8 ~.~~,•'.'% 200=24 DD=106 10 10 -zao=s2 LEGEND: TOPSOIL; sandy silt and clay, root zone, soft to firm, moist, dark brown to black. CLAY (CL); sandy, with scattered gravel, stiff, moist, light brown to brown. o, , GPAVEL, COBBLES AND BOULDERS (GC-GM); in a silty to clayey sand matrix, dense, moist, brown, angular ''.<4 to subround rocks. 2" Diameter hand driven liner sample. Disturbed bulk sample. r_J Practical digging refusal on boulders with the backhoe. NOTES: 1. Exploratory pits were excavated on September 27, 2005 with a Caterpillar 426C backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory pits were obtained by interpolation between contours shown on the site plan provided. 4. The 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 approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC =Water Content (%) `~ DD =Dry Density (pcf) +4 =Percent retained on the No. 4 sieve -200 =Percent passing No. 200 sieve 105 856 ~ Ch ~ LOGS OF EXPLORATORY PITS ~ Figure 2 0 1 0 c 0 'y 2 v, a E U 3 4 0 1 c 0 .~ ~ 0 a x w c 1 O .N E 2 0 U 3 Moisture Content = 15.2 percent Dry Density = 114 pcf l t i (ma r x) Sample of: Clayey Sand with Grave From: Pit 1 at 7 Feet No movement upon wetting 0.1 1.0 10 100 APPLIED PRESSURE -ksf Moisture Content = 16.9 percent Dry Density = 112 pcf Sample of: Sandy Clay From: Pit 2 at 6 1!2 Feet Expansion upon wetting 0.1 1.0 10 100 APPLIED PRESSURE -ksf 105 856 ~';h SWELL-CONSOLIDATION TEST RESULTS Figure 3 HEPWORtH~PAWLNC GEOiECHWCAL HYDROMETER ANALYSIS SIEVE ANALYSIS TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS 24 p 45 10 20 30 W 40 Z Q F-• w ~ so z W U W a so 70 ao so MIN. 15 MIN. 60MIN19MIN.4 MIN. 1 MIN. #200 #100 #50 #30 #16 #8 #4 3/u" ~/w- I ue ' ° ° i i 1 _ _r ~0 -I ant nn° nns nn9 m° na7 .074 150 .300 9.5 19:0 37.5 - 76.2 152 2( 100 90 80 70 60 Z !n to Q a so ~ z w U W ao a 30 20 10 DIAMETER OF PARTICLES IN MILLIMETERS CLAY TO SILT SWD GPAVEL COBBLES FNE MEDIUM COARSE FINE CDARSE GRAVEL 34 % SAND 42 % SILT AND CLAY 24 LIQUID LIMIT % PLASTICITY INDEX °~ SAMPLE OF: Clayey Sand and Gravel with Cobbles FROM: Pit 1 at 6 thru 9 Feet 105 856 C~f,+QC~'y GRADATION TEST RESULTS Figure 4 HE.PWOR'M1I•PAWITK GEdIECHNICAL HEPWORTH-PAWLAk OTECHNICAL, INC. -- TABLE 1 ]ob No. ios s56 SUMMARY OF LABORATORY TEST RESULTS ' SAMPLE LOCATION NATURAL NATURAL GRADATION NT ATTERBERG LIMITS UNCONFINED pIf N0. DEPTH ft MOISTURE CONTENT % DRY DENSITY c GRAVEL ~%~ SAND ~%~ PERCE PASSING NO. 200 SIEVE LIQUID LIMIT % PLASTIC INDEX % COMPRESSIVE STRENGTH PSF SOIL TYPE 1 7 15.2 114 2g Clayey sand with gravel (matrix) 6 to 9 34 42 24 Clayey sand and gravel with cobbles 2 6'/z 16.9 112 Sandy clay 3 8'/z 19.8 106 32 Silty clayey sand °. NOV. 12. 2007 5: G~~wr ^ i ^®Y CIDEON I, KAUFMAN+ HAL 5. D15NLEq++ PATgICK D, ncgl,y,/STER ' wLSD ADNITTlDM NMRAND ^w~ee wDM~TTro iN Tgwf KAUFMAN PETERSON DISHLE~R Y.I,.W o~~$ ~p ICA~UFMAN, PETERSON 6z DY9HLER, P.C. 315 EAST HYMAN AVENUE, SUITE 305 ASPEN, COLORADO 8161 I November 12, 2007 VIA FAX 920-5439 Mr. Tony Fusaro Aspen/Pitkin County Buildiag Department 130 South Galena Street Re: 1654 Lost Basin Road; Permit No. O10'2.2D07.pggK Dear Tony: TELEPHONE (970) 925-0166 FACSIMILE (970) 125-1090 Our client has decided not to go forward with the project proposed by the above-referenced building permit. Therefore, we request that Permit No, 0102.Z007.PF(BR be withdrawn, If you have any questions, or if there are any fees associated with this permit withdrawal, please contact us, Thank you. Sincerely, KAUFMAN, PETERSON & DISHLER, p-C, A Profes 1 Corporation By GK/bw Gideon aufman ,^ - ~ 1...4'%'3 / ./. N0, 7C68 P. 1 BROOKE A, PETERSON OF COUNSEL ~~ 4~ ABBREVIATIONS AFF. WxiflafMl MV HC MMINp H.bIL'd 0.aW. Xbltlwq W]IM, raybl. NWI. NMIe R :Sa' App, e3fNNwJ HO0. MNC fl.D. :m11xM ~ M1 0.M. A DI. eBWede NVFG MfUR'rtn6 aYm1 R0. mgra:~Jq AW. ~~e WBdtl mnW RS. wfiaaxn l~-~ ALL. athdrcb M. MI~:1 AlUN, eNMrvm N. PT. Mgh[am .ALA AiW2 ~ N NA Ire O $CNFP eEpNk AB. xl LW NC !N'wmn SEM. aXln A-PPOA q%nT':MB N 4. Mbn TPY SWIG c^.oVdM AACN. aMRxtlue0 IYNIZ Miaamel SHI. NrL AS1. aiMSYc XA. bi SIM, tlmlar MeranW NeccNnf XW.N. Mnabto"s AA r:WakMN'w/.. " KN1. ~tiyl rxrten< eapn AUIO. wMeA[ INU. I.D. 4itlrXlRl1 bWN'rAr SG S.iS vlMwr wMNnMiRUt _ INSUL Nsulatkn MMaN IM. 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MVD NUMBER aooA PwE 15P0i ELEVpiIONS _(9UILOING) ~xEVxorf :1'%IX'~NOLE B/ ~p100'-SNi: WI LECENDI SPIN WWiYPE IDEMIfKALIQY O ® I'%V'-MEl9'~SU&ttPE9 1 ^~~4' \rL - \~f '1 GGLUMN GPID YIpLL SECrION XEYING Aw ~ BWIDINGSECEION XEwKC %% _ A 3%X A pETPILxEY R6 WOO NUMBEfl e 1'YFR ~PM. M/'A'-OR. 10.1 W XefIMEPIGP fLEVAiIQY %E11AG 1'1' EL ID /'AI.1'-5I!! 81 aox. 9 ' xN •OONSiflUG-ON IYPE WL 1'w-I'~ttPE PU`~NEYNOiEI NOTES A tXEPApOCI. {pf l NE CANO i1P'KOi O. ALt %JRN L EEPECIEDPLUMB WDFPVEiP 1ME WYLPACi fO flVG N 199]AND L XE A[WRDANCE RH BE3i PPfLtWESKrHE SVPPLEMEXLA CO D 0. AS 0.4EDHITIE iM0 MPNVF i FA5 iED]RINEAOAl IN19fOP ARCNRFM AgEN 9Y M9Df NR FTIESE EHE P \ POpnti ANp N4V/PJANCEMTH WNippLTMG .V19 0.Y LEAinIE rXE CEOF}Nf CX tECi FORPRGEAGf DLR XO Pf0UVA 9U41NESS XOURS. µ iME LOC.itOWERNMEAT PSFNG ESSNPLt9E MRFlEOBYiXELY1XEPACiOPXSIW rXFAE5XFFD OFtHSPfCi GN AS PE0U RE09t INEAx11GBlEp]DE BME WXEPAM O%VNEMBN\SI4ieFYNE OA BY /JiY WDEOP O0.p Y41CE i TfE LWNDIi ONS 9VR Xi CO p EXfRU R40N4 I iHEWMPI210PSNALI BEPESPJHS WPINE DPAMHOS.E U10 EHM 9AFElYANDGPEOf ADIMEMPPOP IFSOVP AU '.SV Elrt qY i.9 ssV BY Smuci Ox NPmxttu RAL. ARDMIBECi IXACCpPpANCE MMMEO EPALPND. SEALE DS XA PEOVUiIWS AXDfOftiNf :SVPPLENfrytA4YMhCrt 0Y40fiXELVNIPIti ONOfALLMOAN UNiLH SOENYEP FO OBPXDSPECIF:CALIONSMELWPEIUEIYf CCMPLRED tt1rNf WNEP. NNWU3115gN N9 G91 E00RfiEAWNAeLY XEiHERSNPl18E PPgYOEOABIXWGX ALtO MEHSIOAB WtEDiPNE PRECNFNPEOVEP ' LL ryfVEPa0BY B0iX. '~ISCAIEDDINEN4ON5 D MENSpIRXOiFD'N i.A' O ECR[Pp4EY 9E1N£fNiNE WYIM :MNOiRRMiOStl;.F ~LOCVMEMS SHOJLD Of PEPoRIEDiD 0 OF F AWIEEEi NNFDW ELV. A.PINEPACiOi SNAIAYaPIttPIW WCPOINPIEAEL. G'.ALL NtlRrt SXALLCCNPLYWIMALLSiAiEAHDL6AL ' tCOESN1DCq NAYCES AXD SHPLLgEPFRi09NED '-iOiXEX:GVfSi MANCAPOSOFCRPfrMSNEN P - IWRNfYNEXOiiNEAPPgDPAIAiEiRReES MLt 9E PPREMEONIXE INMNPpAlfC2 XliN iIH pY1910N LWEIIl4F1HE MATERIAL INDICATIONS -~ :EARTHWORK: DISTURBED UNDISTURBED STONE/GRAVEL POROUS FILL '..MASONRY: 'FIREBRICK (BRICK STONE CONCRETE MASONRY UNIT CAST IN PLACE & PRECAST GROUT] MORTAR SAND METAL: ALUMINUM .STEED LARGE SCALE STEEb SMALL SCALE CARPENTRY: ~~~~''II IC it ~ _ BOLKG.LONT NIU US 1~~ 1 „~ F ~ BLOCKING ~S ~S~ DISCONTINUOUS 'LUMEBERIONAL t y PLYW000 -~~ FINISH :CARPENTRY j~~j'J777~~i~j'~7T~I THERMAL PROTECTION: C/_Le~[LltJ _BODSE BLANKET '.'I L' ','.~~.' '.„' RIGID -._ -FIBER BOARD ', SPRAYED FOAM -~`°~~^"'- 'GLAZING: 'GLASS `® CAULWard SEALANT: SEALANT Wl BACKER ROD +. JOINT FILLER -~J PLASTER/BACKING BOARDS LATN ]PLASTER :GYPSUM -WALLBOARD r'CEMENTITIOUS BACKER UNIT VVALNY. PPPFARWC[ /e1DtlP XOER NOGPCUM9IPHCESWILLEHf IE AEDV gE0MPP01EiINi APgOCVM xAS PPPgo/EDMc 1NE IEMOrWRNG PALtNINa PAttHiNS, 49 fSUB RSHDPP4A ACVISHEEi3 AYD SLM 5 1 q fWIP EP ^„ Xfou ME- Ec luflD EWEw 9r MEPRCx tECr RtD WL. nG'p vmr '.P UEDY.DPq P WaPx gEIA.EDNSIGI D.'AAYOVE61pIgPEW4 NAME EMOr iXE W! RSEN llW 0 WMPEVIEWEDA 0 DMA N B449 [C'IG IDYS tO BEGAP FIEO ACCf iE0 S. RR Ym CN WE W f PCN iMOA DA XG WiFFML9 CO PN4 LL PE EW D DP PLY D tYHE 'OR PLCEED tNl EP FD \N1RR. ALL YIBKID0.s BOJYIPpttWS BMP :ESY DX4 LI.ILL9E X1NE fOPX 0.ED E4Lf0A $UBNIi AtL S B SA SA\IftE3 E09flEY EW 'a'NPMAi ON IX ACCOADNiCEN1 M UEDUPESA3 'iHAWCx ME WrrtAPCroau NOrED. NOrclsoxexEWD. MEPAD,EDr MANUPL SUB. iiALS MA LEB BNALLBESVBM1 4'JCH VMx' EA A O4YODEDJA Et EfOR qtt .A4 - HE E<F Ui 0.: ALLrtEFISP4E NEW VVLf54GlIE0 WrA5'R'4iIX6 'XOti0 CEL0Y W9PR NPRDU4f44. {{' S'. pons ARCHITECIll RE + PLAAYING PROJECT DIRECTORY ~ „ / rv _ q /, x ~ ~ aw: i+mnw. .. x,t I. weo» wu ssvwrrwa CwwLnl ayN. ~ [aa+. ~ ~ otre 1 S rosmuNa.m ~, i I ~ '-0RAWING INDEX I f f %fPAL G S 4W1 OEXEPi1PEFfPENCE ~ t Ixse ~ I 4W3 FAi GtQMi1PYS y k (K2][6 PEeMIT3Ef tttVL a t F $ N IgpE3. W:VNXOEHYf10P! OW £pIELUIWNILPIHHI _ B WE IIYlSSMXFR1Y6PlOEI1E _ ' . AY~W~ ~ 6 Y k W OPA..XpiPVN iWM1'DIT W ` } lV P9YR ~'41.p SIIEPVN (y}- I s ~ ~ ~- _ SI-0 9W fAN XME9AY40RAA8 ~ a ~. 1.1 RVXOSn4x ; bIP YAIX lt4FLRW- '".51.3 VEPGtfl£LPVN ` ~4~ PO:f~4 I SJ.L oEtANS - m4Nmunu $ t ^ ~ A1I0 VMERIEVELPVH. '.Pp 1 P Lp WIx LEYELflAV $+X M ]g£. EOxHM(AXMIIXI4PEM i Ip VPEfA1MLP~.W k1YE P'^9tIPoDALLYIIPRflAx .. Alp qD]i PL1X I,, a4 mERroPEUVAiwre ixu. EnERwq ElnAnaxe ~~ , M830 AIIILgW 9f411CH3 TWO SHOES I Apl DEIYEB ASSZ -DEiA'L3 COW CAMP ' Aul ;DRPR E ""' '"'"" RANCH MGR. HOUSE : ~ x A69 'RIEPRMtpN11x6 LEB.WOIE CABIN MATSGBDf ~ Pf1301+WtINtt : Ej f LOCATION PLAN C,tIXFfl;LD COUNTY - wcxerr az ',. E~ _EBEL ~' aS3'I`'Dgl-F __ I BPiAV PfTKTN CCUN7 ~~ ~' l i `,Gost Easin Rance` F VICINITY ALfAP NTS BUILDING /ZONING DATA PPWELL DFY^PIPEION: PW061WFS WW GYpAA1GPYAlUCEYNpME.NEW WA91RVC1pX LEGILDFSCRIPIION. Ox10ED418Lt XP344. RIXFMMii &RElPAC113,pA%ELIa 0N543110 WIl ZON NG WpEANALKIS: A zpxEOmRXE sumf iY!RrP33 'PflOPOSEO PESIOENCE 'NEM1rvABLF SPACF APE0.CALGUUil0V5 arxsr :orwrw xsmr BUIIAI~P ~PXPLYSIS:S. (Om4 VCXOYTPE V X. ESPPIXFE[B R\KPA 330ffOBEVFAIfIED W/iRE KORCXCf1 U31RWT1 fHFflilllf GENERAL REFERENCE G-001 ~~ oFae i~~a;~GZnr~ ~nnu,~w ~av:~'ea~i u~t~aru ry $_ e , / , _______ ___ _ -h A to ~ i ~ t - N -`\\v~ fa0 3 0 ' - - _ o _ ~ O~lJ V '__ __ -__ _ ` r __ / ~~ - ___ i _~ ~..~ - GRaPHtC SCdLE ~ i .~ .~" ________ _ _________ _-_-~" ~_-+- __-_-_ 'l ~, ___Y~'E ~ - . r min = za tt i / i , . . / / ~ / ..~ ~ ~ - _ ExISI+NG E<EC'kriL vauCr -- - ,- - _~ - _ _ _ ~~ j{/ /~ - ` \\ ~~ £wsnNC $fcuRTrY/PecwE VA!2r.: - „Y Cf M._ ~ - - / ti " / - - ~ \` \` `\\ ~~~~ ~. ~_ Exrrnr ~ECVFrrr, ELECTRr x PHCVE vnES , / PFO JSFO POTTABLE W<TER tWE ~ - ~ - _ ,weeny-»pe~agaexf N/ J '/ ~ - \ - - _ PPOP05eD Z' FOFCE NA/N :ANITAaY EY/ R LAJE - . RANCH MANAGER HOUSE -' FOR PERMIT ~ f ~~ ~ _ \~\ - _ / xl ' PRJ°OSEO-<' L'FAYILY sAMYIUtY SEWER GWE --~:v,3s ~a ~-~~~;~yy ~v „~y~~~, '. _ PROPOSED $4rJ?APY SN/ER LIFT VA12 OS - . ~G _„ dr}0 ~ / , /~ ' PROPO'Z"E l OS SITf ' _ _ __ Ja ~"q~. y~" _ .. - ; . r Bares' ! x _ POP [D iCnx]r 2celFln & PNJNE C+4c5 Y~--^--NSG) ~ ~ T - - ~~ - '~ - FROPJ~E'D GRAVEL 9FNe' l.~ ~ Y -_ - ~~ -_ - - ,._ *-~~ ~- "D k - ±-x~-_ -- --~ PJ+CPING EThE OPE --li f~ 1 ~ ~ 1 .PRO°r, O SED/MEM CDNT.RGL FENGNG - -.A-A-% x - I°"'-/ F~ ~ _ -• ~ f ~~ "F kr ru .t'• •- .• .~\ 1 ( eae _ - // PROPOSED FOCW!'AitON EFAINALE DRY.122[ " ' ~ i ~ /% k~N~-- %~-X--F---I' ~ ' ~ ~ ~~ " rl . I f EEL CTRICAL t ~ \ ' I' ' ~ ~ v, , JRANSFORMER j\ i eras / g ~ A e~~~ \~\ _ _ s {y\ ~ f - EX/SLING $ECpRM/ - ~~ \ /" ~'' ~ - r xJ-aF--x""`- ~~ '~A~,°;~ g ~ 'per `.,3x PHaNE VauLr ~ \ \\ . - l - '1( N' ~ € . 6,~ , f, .S/NITARY U£T ~, ~~f _ \ • ,\ I "4 , , ~ e° PUMP IO /SOS - \ - r ~ fY/ST/nG~ / ~ 'L"* - PROPo$ED CARErpXER t ~ t - ~ - bR ST4LLCTUR£ T - ~--~~~^^--~~~--~~~ i}{ t CABIN 1505 5/l[ I!W ,N'b\ \ _ 7 "r" ~ - p~f r 21' x 44' gP4IN FIELb$ ~, \\ - f gS ` / SLT /~',"Tn ~ ~ t ` (DESYGN BY CHURCH ~~ - \ ,p \ [ - ,' _' ~ ~ . ~ r J - $ V ~\ '` F ,; }';'-: Y ~' '\' fxlsnrY,F - \ ' 'fr Y ~ ~ LOS80Y &ON/ •9~°/ Y \ ~ ! ' I - OUY HOW \ ' BUM1'X ROOM (TD / t AR i t ~ ~ ` C- - 1- ' ~ }' ~ ~ ~ I BE RfMOp (EOJ "~~`' - ` ~~~ 1 I ~ t" ~ - v I` f\ 1 S' ( 3 - ErrSi./lG ASPEN 3RO:E~ ` : - ~ ' _ RFMCH M4JUGER HOUSE ~ CABIN YCA~.fO ~1 ' - _ (LEBANON GB.'N7 ,1 ~ ~ _ ` ~ (RELD(`Ai£0J t ~ e 1 "~ ~°e. , ~y ( i , I J 0 ~ ~ ' I ~ ~ CCT 'aes w ~~ 1 'i ~` ~i - 1 a mx-n ~x~ a pro \ ~ ~ ~ REAW~N .~ / ~ ~~ ~ _ ~ y4 ~ EXl$TINJ BARN I~~f iii~~ - ~ ` _ X i ~; "t N2,e[ fwE M a O.acsTOVC _ (TO B£ REMOKOJ I ~ - . - I ~ ~~ c~ n PemnrrcNSC Wq>ER S£RV/cE L/N£ ~ ~ = ' + ~' r4 ' ; ~ IBlECH44GE OVERfZOW aq uaN,. ro a. ~"aarw .m w TO CARETAKER CABM - ... _ % , r0 OAtt/GH), INSTALL - ~ ~ mngerrw, d d r row ~ \ ~ j I . \ ({LIF1PP VALVE ON ~ `\~ 'a"~ ~"\ ~ - . ~ ,~ >Xb'SCKCPBE UNE t' h ~$ {fix `f~ (y` C)eSi.AG ASPEN CR/~~ S I _ I k gg .. ~ `~`I C ~LN _~ ~ ~ -~ i g ~ ~ ~ i ~ I j'~ . ' LWAI£R SERVICE L/NE 'R __ I ..1.. / ~~ ~ - ' LO//ER 1/BfCJN ~ `~ ~ ~ hs i y HOU~CH AGWACER ~ I ~~ ~ - ~~ ~ ~ -_ ~ \ ____ ___________________I J . `I,: `b+.k. r l + I/,IUT LOCKER) / / lY 1 - - ~ ~ 4c^"`~. ~a,>= ak..,~ ~ 1 ~ ~ ' ~ ' PS' WATER t4NK WAI£R $TOR4CE Y/4TER SERVCE LINE o~ ~~ ~ - .- d,~ 7 . _ I I _ ' MIN. OIERFLON LINE TGrIKS (eY OTHERS) FRDAI SPRING +' / ' - - (LPPfR IAGG W ~ WARA E - /' ~ _ I ' ' 1 r € ~. - ~/~K'E(L ~'~TPVCk ;PRgPOSfOl AANCH AfANAGYR sr \ /~~ ~ .. e:"u - - f IIYn) I 1 '/sAQ $/fE, 54vJ90' DRAIN / F - ~ ., - ',~: - .' I _ neLq (LxsIGN Br 1NUacfT' -. ~~ - - - I ' ~ y / ~ z~ - ... i _. ~' _. _ 7 ~~/ ' i I -_BU2OCVG EN/LZC=c- f- ~ ~ ' ~ - ~! ' ' - t~ ~'C ~ '-------------- ----1--__--~-----__---_-.___~~ ~. - - ~ '~~ moo - rr~ - ~ ~ NU/A- SCHMUESER CORDON MEYER BLR RE'ASKW PA,F BY eaooBC-IS C~ i PERMIT I I B W. 6TX STREET, SURE 2OO TWO Shoes COW Camp Schematic Utility °°"" °X rze ~ SR GLENWOOD SPRINGS. COLORRDO 81601 (9]O) 945-1004 PAX (9~0) 945-5948 - SCHMUESER ~ CORDON ~ MEYER cAES~o gL1mE~o99j09349 5355 Plan ~ v~02/os ,1 E I = E~,,,~,~~~~ Ranch Manager House ~L,. Y- a Pe ,a OF p ras ar"r P SECiURE+PUNNING V' IR CALCS. w„~ m LEVEL - 892 S. F. z UPPER LEVEL NET LIVABLE SPACE ' G-003 ,.e.,"" NETLIVABLE UPPERLEVEL - 876 S:F. s UPPER LEVEL FAR CALCULATIONS G-003 'w"4 Iswe W30~ PFAM[1'6ET y NET LIVABLE t MAIN>LEVEL NETtIVEABLESPACE NET LIVABLE SPACE ~ MAINLEVEL- 1;058 S.Fi c-GO3 ~~'~' MAIN LEVEL - 1,058 S. F. UPPER LEVEL- 876 S. F. TOTAL = 1,934 S.FJ a MAIN LEVEL FAR CALCULATIONS ENTRY PORCH 25 S.F. SOUTH PORCH 98 S: F. :MAIN LEVEL - 1_ 1~ 49 S_P MAtN TOTAL =1 272 S_F ~__~ '~ J ._J L_-~ _ __ i__~ FAR CALCS. fAR CALCULATIONS LLOWER LEVEL - 1,101 LOW ERLEVEL =.1;101. S. F!I MAIN LEVEL = 1;272 S.F{ '.UPPER LEVEL = 892 S:F:~. 3 LOWER LEVEL FAR CALCULATIONS TOTAL F.A.R. = 3,265 S.F~ G-003 ^*'^' NVO SHOES cow caMP 'RANCH MGR. HOUR IEOMOV CAHIN/MAl9CABW ' CApBO4D.+JE WWRAW O ~m 4 maanw: .i ssxsrouxao : o~riE ..: xi19NG W?PAft Crloxdu[edAvi =' y swnnnE - FMGALCUTATION3 z~ G-003 :.CZac 4">'~: .~a'..v~mvre~ rrc *. 3i ~ ppp / , , ___ _ / __ _ / _ 1 _ I _ ____ 1 : __ -~ i / l / / / l ' ' / l ~ , I 1 1 "_ __ 11 1 1 ` F~ ' / ___ ._1_.' I _ ~ _- _~ ` r:\' . \ C'~'yj //lr%////i/~,i~lll !' , I I 1 "_-" _ ~4Tfl -ram- __ _ ,-__ _'_-_-_ _1~~, • ,~ `-'~ /, ; r ( r 1 I 1 / ~ r'' t 1 1 / r / ~-yam ` \ ~ ~a-~.%~. r /iii / i i 1 (!r ~ ~ l ~ ; f I ~ f / i , I` `_ \ Il 1 I , ~ ~ '- _ , , ! ) \ _ r!1(Il1/1+!l rr, l~l+il ifI ` '\\11 /i/ -_ `~_~\_"-ter i\\ __ „rrrrl lr'rt'i i , r r 1 ` t 11 i _ _ //`" `C" ~\_I ,` / , , , 1 :.~` . //ri rri r/i'l~i~~"r+'i ~ I r~/ r' ° .` ~ Iiii i I i r, _____ ~-_ ,/ia~ ~\~: ~~,~~~°,1 ~`~`\ -_ / /r t r r I t, r, r r 1 , 1 I I I 1 __________ ,. .,.~ ___ ... \\,`\> /, I a , I I I ,, i ~ r i~~i--i-rL`Ti~i~. I' -;-- ~ --_-_- _-r-+"r$ ~.3 ~eafe-i r--i--.__- -_.__ __-__--- __- '_1-:1 - ~.~~ __-_- ~-i__~ \ `.\ . ~, Y `1 \! \ ' r r ~ ( l i i r I ~I 'I rl / 'I li 1 I , ' II r i I I I 1 ~ __ - , -_ _~ ~ ~ ~ ~ \ I I~_, _ / r i : i r 1 r ~1 i r , 1 I r 1 r --__ -- -. n, ii - ~ ~t t'\\ \ : ~ ~` `. 1~_ i , j , / / rr r , r -t /f l , ~ rrl i i ' / ~ r i i i I. I i if r r r ___-__ ____~_______~ __--,----,i /, - ____~_ \•\•~ `.\\`\ \ \`a, \~\ `~`.~ ~~\ ~ :\~ v)~'~ / ~~ ~/~ I i ll (l l! ' 'f ~ /~' i i i tl l'I`'--______ , / /~Il ,}I~III II + r i / ~ ____"-___ _ ~- ~_ :i "/ 'ii.. -_ ~t \ \ \`\~ \; ~\v \`` ~ ~+~~~ r _ : /, I - - '//~ ~ i r r r 1% < r'i I i 1~' i '/i/,'311 1% j i/~____- \________ { -_, a\`.\`\\`:`~.\t~`~~.~`.\~\ . / ' , ' '/ ' r t'- k ~ / .".r r r '.1 ,: ~' i / ~ /i.r' /~ i ____ _____ __ ___-______ .____ ,v'' ,' ~-' \EXleting ~ence ~ `` `\```~`\ ` `' y e ' / / r ' ~` / ) ' / ' 1 it t / / / i ~ ~ ` ~ `~ \ , , , , ; , ,"' , Existin Road ~`~~\ ~ ~ ` ` `~~ / r/ ~ ./ i ~/' /// - rl ~____._,____' .art : // i i / ~,'/, __ - _____-________ ____._____ __ ~\ 9 ` \\ a ~ `\' °~ /' / ~~ ./-.i is /', _- '-_ ______ "-iv'i, ~/ ~/~'- _____________ ~__""_____ _____ '1'/ !y~,,r i ~ r 1 i/r, EXIStInJCulvert, ~~a \\\a ~ :\a```.\ \~\. ~,~ r f ~ ,'( - ';~___ __ r %„~ '1~T ___ -__ _ -________ ______ // , '1 New Drive Design .`` ~ ~' i _ _ . / , _ _ <~~'' ~' /~/ ) j , ~' '~/_ _ ______._{_' ~ _--: _-_ ~~\`*~ 'SS aoce~'~' .- ~_--_ ___ -___--- __ _---__ I _r~' { ~~ _ - _r\ -Compliant with ~\~` ~a \ ,\ O~ r .~ _ .~ / { /,~r<- / ~ -" ~___ _ -_- .-__ --_- ______,,/'.-;% ,'. "_________- ______-_____ ____ "_ f ~ : I ` Fire Truck Re ulrements '~ ~` ~,d~ 1 f a /,Ewsitng Road _- _____ - _ _"'--'"- -'~ `;~/. '~/~%/~~ ____ _ ____________ r I f 'I t \ ~ ~ ~\\\`` \\ a , - ~ ~ I t l ~r% r- ' ,+, ! .' , _ _' ,-; - _- _____ // , ,-, , / _ - ____ ____ r ___ r t ' I Firetruck Turnaround ~: `\, ~ `~.~ ` ~` - _- ~ ~/ 1 ,} ~ " % / ' ;Moss Rock Drystack Stone Wall To '-;_ - _ - ___- _ ~`'~'; _;,; _ _ _ __ I r , 1 , ;~ `\\\ ~~ r j, ~/ l ~ ~ i , / Help Reduce Arnount of Grading :_ -'-,_; ;\ ;' - -- __ ~ ,~ i /f f Edge of Paving: .\ ~\\ ~~~~. ~.+ I ' , 1 ' ,:. / & Removal of Existin Ve tation. -, ~, ," _ _ ~ ' - ~ %~ = ~_"__ - -PVx ----- _ _ ' ,', \ ~ ~ ~ \ ~ ~`~ ` ! 7 ! r i ~ i( `i(LI g ge ~,,,r;______ -_ -'-~`'/,~ ~ - - ~ -" -,__Pa_-~q__ _Graref Drne =____~-_ ___ - a,a % l` Il ~'.\ \. \w ~`~ - ~ r I r f 1 I / r / /'Fire Truck YurnarounA Regwremen£s.-, ;'- -- '- - ',-', '~.%'-- ,-~ - _-----~ -- __ - r \ ` '\ \ \`~\`` r , l ~ i i ' i ! t/.ir ~ / / „`/~ ' - ~. s~ ;> ~J'/' '~/''~ ~, FmtFnry ___- `\ ~ , r Ir 1 1 } 1 -r , I r Existing ~tYllCture,' / , ' ~ ' ,i/,'' /= I Waerrq _ 1 11 1 `~ t `\ ~` < . Ir ~ j f i "11 1 i, ~ ! I f i i ' ! i i r /~'~ '''~~' _ ~ __ _ _ __ _ __ ..t/~ ° i~w _-: _- 1 _ ____ _ ~ ~ 1 ~ r \ ~ ` ~~\ , l 1 . (7 r j r t !Ranch Manager House' , ' ','/':-' ', ~,~1 I --- _ . =:..~.~,.y~ j 'rr" , i , "_ ffiffiffig ; I - \ ` ~ . ~. `~ .,\ ~ / l ~( ,('. ~f i ~ i ~{Man's Cabin) 1 i ' 1, ~ /,~ {, _F __ >id.ic... ~...::uF °;k!,7 / % ,"k;'/' ,~ I _ ~_ 3 / i / ~ ` ~ ~ - ' / -, Irl-t:`'ll r~ r , rf r~llr I F b,.~k~ / ` -____ 1 1 ~// _ _ / / / fl ' 1. r/ 1 r % FCnLe fe 1 / r/ I i ///r! 1 i +1 I I A ~- '% i-' - _ ~a3 ~_~..~ f I / - - ~ ' , / / r r - / ~ ~ r r i ~ , / , r/ / l l t 1 1 1 I f i . '' a,.v / , - - - _ . - .. h - - _ _ , J i` _ ~' - ~ ` a ' .i .( r r / r , , / / I r 1 r r 1 r 17 t , __ _ -~ E't~r-a-~-v / .x / __ -_ _ ~ `•``` 1 ~l / r ' l/llr rf ~/l'r l/ 'r r'I,tl'rf i '~:~ y \' r 1 ~_ /. 1 i i f r, r 1 r ' l l / ~ % i , ' / J I f I 1 ~ r / ,. "_ ___ __ ~ I ~s-eLi er Gsap 3 °x` ,' r 1 ~\ - _ ,^'. 1 r. / /: 1 / I f r , ~ ( 11 I I I /``~ _B,K_ -tl -_ _ f \ . r , ~ , r f l ' / r : r 11 , I :111 I r_- r \ ~ ` ~~. of ~vd`I - r `~ ~ ¢. F 1 // / / r r r l i ' r r /,r / r r r r / 111 , l i ~ / ` x 44 '~ _, ~ / : 1 ~` 3. ' ~ ; ' / r, l' r , I / rrr rrrr ' r c-,-.+ _ f i Existing Aspen Grove i j / / / i i /' i / / /i ; ~ esldence / -"~- -'_ -- - ;,x .. '~--, ' `~ -', `- . , p !3 / / 1 l %,~ r / / / ~'/ /r I r ~~.:w,e:.30o / ~C~ ~'~ EhG,gYe~>•y!ge'~ '/ / /'l/r/l/Ai !rrr iri,i /i rrr.i / :1'siv / I - ~1~ „"~':<.~: _ i.\ - r /r / ' ' / /' i / /' ! t (/ i /' i / / // ,r,r' , r' - i i . I~ r - - --. / / _ .a' i , J ` J t~::x"' ~ aF ' ".: 1--__. I i / ~.. r _ 1 i i i /.i / / i /i ' I ~ ~ / i r/ 1 f r r' --- / / % - __ - ~__-~ .i' ~'-_-' '`` I \ ~ Fy / r' i r r r i //'i '/ r rr JfL l 1 % / ~, i ' / - r u . ~ { / / '/;;/r'//l /; r/j~L%/`',,,/rr 1. ~i ,' ; >/~ ~ 1 ~ 5, /. ' r fir r.r / "r ,r L%~f 1j ii'Ii/~t d"Or // // ~lijti ___ ~`S ."_.~: __...%~` 1 1 - / r / / ~ i , i / / / r /l / / e' r r ' n , ' r" ~, .'r. _ _ ___ - Flaetrs Nae `_ -- _ ___ ' \`.,~- - ~ '1 , ~ / / / / rrr r., % r /'/ I ' / - / r / ' / " / %~' : '; l'' r ~ pa:e A:ceza _____ ~ l ______ ___ \ '; . ' _ - ~ ' %i r i r r .) r) / /./- / / r ~ j~.~ "f'. 11r as r - ____ _ / _-___; ~y.. \\~.~~ 'ate' ' ' ' / / } /';~{ r ~ „(r t i ~ l.~ i r ~ 1 / 1 ~' ! / i Finished - ",.-~ .~ ,I - ~~~i/~ ~.;t'' ,.;.lr'~F'~~i/i't/r°l'ri1+-i~(l~ li'.r ~ %~ DriveBorde -___--_ "_ ___ -l~ ~ i -__-_ ___- - f38nChMenBge 1 r,!'1 ir~~r%'1 ~+'+iTr 1.z/ l1 i 'a i % _~ / / r / ~`---~ -_' / \-__!~/ -' _ 1.` ~MOU$e~ ll - r F .' / , , r~ / ~ ~`' (y -_ Matt 8 Cebin / ' ) ' ~ r r + ' ) ' 1 '! / / / / ' / r' „r r i err ~' _ ~ 1 / i r' 2' TaII Moss Roc`< - '~ Gravel Panting - _-' _ - _ --- - -4 -11_-r r_1 -t L.-- I- _. - r' - _ -__- t -_ ' / ''-r i i 1 't`r ''1'i ~riir~il/-f ~'~r/, -~--1- rr r i k % / Boulder Wall ~ '`and UtilltyAreai ----_-- - --'- ~. :. / ,:~ ji~'lllrll ll /l/i./:r / i / r i~ /~ , __ _ ''"_-' --_`_ ___ i i ~l ; ~1 -i,: i-.i ~(` 1 i dower Meadow /<~ i i /''. (~-i ( r I ' ~ /'~ ~' Cowboy Bath/~ Room J :' ; ~- - -- i -_"-- ~-_," ~ --- -_-_,_ ~ -'_ ~`(, Sitf3 ~~ - 1 1 r ' / r _ r 1 + r ' -(Relocated) + /~ ~ t ' P18n y ( ~ ~ 1 '' r l I. 1 i ; rl i ' i t / (/ 1 -, l r r r . / t 1 / / - / r 1 - _ ~---- _ -~ .£. /~ ' ~' --_~ 11~I I'+ 1I Ii ~ ( 1 'I -.!, r / -f r r ~ / ' ' / l /• 1 V~l,'il ~rl-~°_ ^ammmwosma ~i i I ~'11y i 11' +' 1 r 1 ~'' I t- 1 r ;1 ~ r ~ i /'' / Future fire pit&flagstone patio 1 ~ 11',,\~~_- -___ ~ ~ ~Plx>+~a~.m / .'t. i f. r 1. .Ia i i i ~ 11~ 11 '. 11 1 -II . I: .( -i j' / , r ~ ____" ,:~\ 1f: -_~ __-______ _~ ~ r ) f; r f r ; ~ , with gravel pathways from ~'~ /~ 1 ; ; , . ~~ ,~,p o ~~a.~~+w,roe<~,,.r,u / _ 1 i ,: r L,.n; Iltll lr. '111 1.1 f !'-/ r L,i / /- -__ - ' / l r,\_-=" _ ___'__ _ BcaIB: 1 Cabin & Bunkhouse. - _ ' 1 I r 1- t ' / r : =' / _ Otte: rr I rrr , I ~ I 1 -I r r , /Upper Meadow / r oa,y+ro„w,~'..<a.rc, ,- / : / ---- ' ' i ~ / /n<wnw~ocn >s+ro.x ___ _____' /'`-__~ `~ ,/ /, , y ~ `/- _ _______ UrewnB JtBmm- '_ A / __ r Limit of disturbance line to be determined In the field ~ ------- ewxo-wuyac - ~ ~ ,- , ' i' / / / r / --- ___ -: , rvs nz and strictiyadhered to prevent unnecessary loss of ~ ; / - -' ____"-~ -'" - 'i'i: -~--~-___= -- - existing vegetation. , / . __ ___ .____ -"-"//~,_ -;-_ _ __ %/ / / ,' ~ _ - .___ ~_ - 'i, '/. - l~ i I' i ' ' ' i\` 4 1 ~rnl ~~ II i i i i 1 i i / r ___`I `~- /- '~/~, :'~._ _ _ __ ~_C____________.__ \ . ` ~ ~ t i ~ r I r I r 1' ~ i i 1 ~ ~ -~ ~/' Sir/: :. ~' _ __________._._____ `~ ~ ~_ -~`•1\ I'I r i r i II (I ' I11 :111 1~, i i 1 r - i ~ 'n .r _'___ -__ /,//i/,',~,, "~___- ___________ _-____ __ t ___ ~,il ( ~ 1 1 rIII111 1 'i1+ I '~ r ~I' // 'i„f/ ',' __- _~_, ~.-~ ~- i\ __" , `J 1111 / i F 1,1 ~1 I ~ 1 I~i I 1 I I 1 1 1 / / / / l( li / .~ "-"'- // ___a ,/J './~i//i i,, __ -~ ~ ' '~\` . ~~'J.~i ~ i ~ i I i~~l I i i 1 i i,i I i ~ I ~, ! 1 r ~ i ~ ii _ - _~__ - /,/ ' "./,iii' ________.- ______ `~~_ ~-__ -_',~ _ _____ -__ ' ,1 i I' ~' ~ I i r I' li i i i i i ! i i i / _______-" ~% ~ r %•~~/i 'i i --_ ____________ -_ _______ '____ _ ____ -__ - i ( rr i r 4.r i i I 1 t' i ~' ~ i I. jf r !i i ; L i _- i .---W'aaa@r~.,lo~_ - __~ ,I~_"-,_---_ ____"_ __ :~/': 'f i rl '' '/ ~ _____"_____ ____ -- __ -__ -_ __ ___, '~.,r 1 / / r r + 1 1 I t ; i 1 1 i 1 r i ! 1 / / -'~t '' ,~'' / "' ~' i _ __________ ___--_- ___ _ - - 1 1 f I 1 1 ' (I I 1 1 r I 1 I 1 I i ~ );~ ! /~ \ s'( ~/', 'i/ i/ / /,' / r i' /r -' -____ - ___~_ ~ _ `___ '-i" NrN -_". - l i 1 r' 1' j i r ~ i t l r l i I I 1 I i // ` ______- )/ / 'i/,' , r, ~ r i ____ ____ ~_ ____~ ,"__ ____ r I ' i i ~r _ ______ _ __ __~ r r r'; 11 t,l-el , i i 1 tl i i / /j;'/; ~~' ."~i: i i~~j i i r /' i _- _______- _________•1 ~ 1 '~~ ~ i'i itiiJji r rl i~i i i i ) ,'Existing Aspen Grove. _ _ _" ~~'~''ii /''~j r l i / rrr i i _ `___________ -_ ~ - ________ r it it i i ~ I 1 iii I I ~ I±' €i i i i r' ~ /~ --- -," "" __ - _ ',//: i'/' i. ' // r' i i i it i i -_________- ` "'~` \'________-~--__' , _ _ "_ i i i i'I i i-r,i ~ I i i "(' 1 1 i ~ ~' ~~/ __-_ - ,,-" -".'i ~ /,'~/ , r i ~ l i i i i ~i _____,~_ _,'- ' ______--___- --" ______ ( r.r r I rfi.l r ~4 I ' ' 1 r ' i i ~ :- __ ___ -_-_" - "-- -'/;''' i i ' %/! i i ' 1,/.r'"_______ _, ___ ____________- __ Sheet: / r r r 11,. Id ! I 1 r r r _" --/ ' -' ~____-_- ___-_ ___ --" r /, i i l ' ' / r r r '~_ -____-_ ~' _____- --_ uss ARCHITECTURE + p1ANNING P 9 5 Y S gS 9y+g L's s$$ ~~a _2 1 A 210 (/q~~- I ~/ i 1 A 211 it I I `\.. [~ a~ ~I ~' ~I __ ~ /- 1 1 I A 310 II i I~ I r*-i r--~ F--i r-t~ - L -~- I -- i i ~-~ i i I I L}-J L--J i J L_1.J I I TP. I - ~ ~I r_-- I __ "-~ ~ I D .... UJNCRY ooi ~I J/~ ~ ~ ~ Atip v~ I ~~. i I BASEMENT all 1 1 ~ ~~ .r..... i ' ~~~ ~ I:, ,. ~i jy LAUNDRY 1I {I \ s ~. L I ~_ I I - .,~ .-- -„ ~ _ ~ L~_J l_-J I L--J 1 A310 I -- - - - + - 7 ---~ s ----- i I ~~Wuw P I I 11 I_ _ I i I I I i _I__ _ I~_ I I I _ I _ I I +-1 _ I. - 1 I ( I -j ~-. _ L--J L. 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BPICKNFAPiH (/ ~ r .I LIVING ROOM m w,a~ Na -.I ~ ~,as I ~~p. ~ STAIR x 1) ~ / ~~,y~ ~ 'NI a ~~ yJ~w OWING ROOM I ~ ~ ~ v ~ I loe PJ1 I -.. ~ I 1 , ~~ I I UUtlf~`' a 111' ~ _ '-11 va• i I~•'j. ' -. j I I ~ °j~py ~. n E - - -_- ` f -I_ _ --- ~ -- _ ~- ~ -1- - --~~-r- E I ~ W - ~ ~ 1 ~ I I Lwrnoaxweu , P C 9ELOW ~ ~i~~j ,~ ~ ~ ~~ _ 12'35~a' 4'd' 4+l' 2'-5' 2Ji 1(4'i -'A 12' SL I? 51R' a'Q' 4'2' I ~-1' e ~' L P r II u I ~ -- ~~_ _~y- ~ -- W----- ~- -. 1-- ----- -- . a1 a.e lla' ., _ sL a'a' sVa - s's ln' 1'-9 Lel <'.9• ' ___-fir 5C0• a -~-,~ _y- 1-s~ I rv I 1 2 0.-310 I A310 I I I 1]'-1012' _ IO-t' 0 14'~103/a` ~2113~4'~ -=h-- - --~o _ ~ ~ ~-- ~ ~ ~ _ 2 A-2IO tM.+VYµl f%ISfiN'u REMAiN ®-LOC WPLL~ PENIMfO i ..- WW141-flEMOVED t MAIN LEVEL FLOOR PLAN ~-5RA4E W.1LL~lWrO1HYAflrE51~ ago ~.~-.~.b poss ARCHITECTURE + pIANNING kph l=: _~-~J antia,m twa osalcs vPxwTSer 1W0 SHOES COW CAMP RANCH MGR. HOUR IEOA\ON (ABIN.AIATS GBIF CA400IAOAIE ~~RA~ __ O ~N ePOrecem 3519WOIGro 00.C ihL 519-00.41IDAp 5YEt 11ItF '.. MAiN LEVELPV+N 1 A24~~ ~-- - - Y i ~. I -_._ (/\j--- I B'~11 U4' -T` -1 r ~-~ f - ~ _ ~ Z_ I ~ - _ _ _ I ~ I c __ i / j 't E I BEDROOM #4 ' I O I A-211 ~ o I lYg ~ 2 T I 5 ~. I ry 1 I ( „~ 3l0 I ;;~ 1 I c I BEDROOM #3 I I `- ,E I s -~~~ p i m~ I E - ~- ~______ __-p a'al Lm_ E3,, 1 ~- 3 -E' I I I I ry R . $ 9g rt g 2 A-210 ~_ ~\ ~ \\. ~ ' ` ~ I \ ~I- ~ - 'I _.-.._ _ ~_- I __ ~ f II_ -T-, I f I I :t.D5E ~ WIg~~W -_ ~~~_ _~ ___ _ J N 1-: - -_ rt- I I rl (ffy`~~sf}f-Lec PLL F%i%llNG xcxniN v~.[~-LW WALL FER4ME0 ~.--.--LN w.1LLU P[MO/EO -raxsw L-n,~M>x.~,~ES, i pOSS ARCNIiECiURE + pLANNiNG ~u +,a ai `~L9 P~,aMm , ib 21(5 PµMYISyi ~` TWO SHOES COW CAMP -RANCH MGR. NOU~ IE6NOY CAO W . L(1"(l' CAPM CAABOYDVE WWRAL%r O nv>x Munn 25I9,N010.V OMS NE 3519.O1A Il0{mg 9ffti 1111E R~~~® 2 A 210 UPPER LEVEL FLOOR PLAN -130 ~<*~e' f ~ __ ~ ~ ~,~,- ~~~ ~~ ~ 8142/ - ., _ ~ ~ / ~ ~ / \~ aato / r ,~~ Halo _ _ ~~ ~~ JJ/fffj i ~' K' - ~ ~ ~ ~ , ~ ~ MpJ'69~, ©? ~ - - ~ ~ i ~~ ~ ~ ~~ oP' ~ i IiI~ ,~~li3i,~ ~ ~ i~I~ ~, i ~ . II~ ~ ~ ~i~~ ~ii~~ ' ~ ,, " ,. J / // ,, s i ~ / ~ ~ 4 h / }ti}~c U~ ~~ xzs ~ /~ ' ~~ i / / / ~ 874 ;~ ~~ ~~ ~/ ~' ,' i ~~ i // \ i i pose ARCHITECTURE + pIANNING ao>mn TWO SHOES COW CAMP RANCH MGR. HOUR sssa~oy cases. awn c<s~s csaeovous mtorenro ' ~ O ~~ / ,~ ww[c~~.o msmmaro oasnE zsiAm.sa3oes / / / vsmmt / REVISED ROOF PLAN ®~EC7URE + PLANNING ~.E me M'EC6 E'ERMRSfl' z REVISED EAST ELEVATION A 211 iW0 SHOES COW CAMP RANCH MGR. HOUf ceawov chew. MA'r~ cAw.u CARBONDAIP ~LOPAW O IWPA RAREf Nl E5E9.W OlQU IXKfAL 2519 WMZEOdy FEB L~~ ~K7~ ~3 ~~ LLe 1 REVISED WEST ELEVATION ul ~~• m /~~~ ~ ~ li I I '~ I I I I ~~i, i ~ .l ~~I r __ .-__-______.1 _.___---1 _. __-L ----I ~U~- ~~ I A ____i0&VENEMSIS _ ~ F._.___ _ ___ __ L 9 219 1r ,,_/ l ''-_-_-_ / ,~~ >/ > i ~' - A / ~ > ~ l /> ' A / - 1. - EXISBNG SURFACE ¢ - _______-, o / 50.00' 4'C o o o n ~ ~ ~ ~ ~ HIGH POINP ELEV = 8141 >] HIOH'POINi SLA-= 3+i4.15 - PVl STA = 3+15 D2 s PVI ELEV = 8141.95 ~ A0. _ -2.90 K = 1T 23 END ACCESS DR/r£' AL'C/lIAE/B s 3+iD -CO PERMff I v SET 4` a~~_..ay".. ~~ - ' - - .% ain ~ K ' ' ao' wrvTH eECINS - _ - FL 814115 ~ qHA» (/ CCE5S airs Ql6YJpW ) . NMENY ~ qY' 84.81 ~ / NSBT j/ ij ]SI.O4 BIN` ,y/ ..• ~{ l~ yRy Jlaa>S 1{~\ Y5~~- ~I t.l l~ J/S /C PJR ~f v R4NLW /GAACER HCUSE I a iTxt (LEBN/ON CAB/NJ ( -~ F ~ J~ WP ~'Si, - ~i ar N 16110 E T6oJB EL 8124. R A. ei - -.. - ? Bn.. 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E45E NaPPiNG PRO14DE0 BY B'LL PoSS AND 4SSOCNTES , ARCHREC]URE AND P(ANN/NG, P.Q, SCHMUESER GORLWJ MEYER, ~ ~ ~.- ~ M'O F/fLD NS/i. ACTUAL F/ELO CONLMM.YS M4Y /ARY, ; \ [ ' l / j 1 ~ + "°'~~m, - - ' - ACCE55,ORlt/E CUR E-TAB LE - _ ' ~>4~~ i• ~~ I ~ ~ ~ - - - 1 .r - CURVE ~"' C! RAp'US LEW491f IANCENJ CHORD BfARTNG /Q400 6&40 1541 6210 62S 61 k' DELTA 3Tf9J)` - , - ~ ti bus t -. - -` ~BEC/N CRO35-3[CPE _ - 1 C1 40.30 - 5955 16.)1 54.18 - Nd' 33 ' _ "4 'O2° \ I ) ~ ~ ~ i RANSIPGN (0.01 T(/Rf 5TA 1+J5 sA m~ \ ~ \I CJ C4 40.10 3A19 IBT6 4010 JS58 !)B3 31D 11.61 5668b 15Y/ N68'OT'4T"f 45 4T44 `+ .f - ~: ~ ' EL eusls W% oS t ~ - - .-. LEGEND - - - - -- ~ ) / _-T ~ ^ !`-V `\\ `,` Xt514vG E(EGTRKAL VALKT -- - NN L • ~ \ ASi]FN °CLUAITY/P.'WNE YAGLl - 'O - ~ i) I \ eb ~ \ ,~ey re I' ~ ' - .. t \\ - EX1$n,49 S£CURIFY. £[EETRf & PNJN£ L1Y45' ~ s.[L ' ~ . - '~ \ e~ - FkOrosE01' FJ.RLf 1b4hY S+N(TADI Scl4ER LLNE /u:z- T 14 J1 \ ,,., \\ cnOFJS£D 4`SFAV?Y,.SANL:GRY S£W£R N.V£. 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B.O' ENT ~ ~ r/WISHED SURFAC ~ EXLSRNC GRDU,VD ,DD - ~ ~~_ )B T . !J3 _.:_:[, -may--1-~--~.-' .._ - AGGREC I£ •:• 4q~ti ~~ BASE COURSE ~~COMPACIED SUBGRAD£ a ~~ al'S0 7YP/CAL ACCESS ORAAE' SECAON . , 25078 ~•, srAT 1+s~ m srA: ~+.so.se A,.bq_La 5b~ -~ 1" ~ 4' n°~%~t1RL~ is EXISBNG GRWA'O ~ 100' As" '°^`" i 100' flh'ISHEO SURFACE ~ EXISBNG GROUND _~ ~ ~ f 8120 ~_.. __ c2+_"'~^' E. I. ACCESS 0.4NE BETWEEN 5TA 1+35 - i - ;. 8110 AND H6) /5 TRANS/AON/NC C1ASS 6 y `- CROSS-SLOPE 0/RfCAON AGGREGATE ~ o S, CROSS-SCOPE CHNVG£S AT 0.01 /t/Tf 845E COL'RSf ~ LOI/PACTEO SUBGRAO£ z 2. FOLLOW ELEV. ANO CR40£S SNOwN 7yp/CqL ACCESS GRIVE SECTJON e DF BE]WE£N SOTALTn5056 AN05 $TA: 1'('477`3 TO E7JD 0+^v0 3+4).]3 1`=9' jEp R[NVON LuT£ BY /ob Na 9B009C-IB Access Drive D,e.,6A rze Cz Plan & ~/. v oz os Profile ~ PE' /" of 4 ?i t t ??9 - -- - m.. 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' ,.t ' DISCHARGE TO MYVGIIT ~ - ~- /' 1 \\ ; i ^i t I EC 8128.45 EUe /~J ~~.r"T-_L ..c--9t !' ` \ i i 1 __ I r ~-ter v / °t r \ ~ `~ \ yi - ~+,~ e ~/.Fj, 15ro EOUNaanorv ~!. / ~'~ t ~, s 4.:' \ \` "~--~ Sf-/,._ .f~ ~~ \~ i, DRgWACE ORYWELL I' t`yp jJ/ A' 3169.94; ~S SNT C4 ~ \ l ~ ~ ~ \` \ ~ ° BONG - ~ \\ v ~L _ v t2 ,. JV COWBOY 84IHI _ p /J' \ \ ! ~ 1 OUPHQtLj `C ~ _l ~ - 40 P/E~ BUNK ROCMI (TO ~U 4... / l~ ~ ~BV ~ ~~ "- - - ~g~ _ 1 Co[LEGTfON UNE I B£ REMOD~ e ~ / .. \ 1 F X SEE SHt Ca '~ a (\ ,-.- I 1 CARETAKER ' \ 'GG ,iA I . °!/SONS iP£P/ GROfE '~P, ~ { ~ RANCH MAn'ACEF HOOSE I ' _ `/,-. ~ (RELOCAI£0) +1 `\ ~' v ~ I~ t K . ((EDRfXIN CABiNJ I ~ > \ I ) { ~ -~ r EROSION 84( I ~ x ceae _~, ~ ~~ I .^~ ~ °ro~J ru I ~- 'mil I , . I _ J ~ _~ \ ~ `(t, EXISnNO DARN ~~ 1 J . 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