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HomeMy WebLinkAboutLand Use Case.1235 Mountain View Dr.0014.2015.ASLUa3 y< 4 +d ,.. _ ::_ -� <: - �,*7;,, fir, • t t , i S- e,p tic isk sri i -�i ARM, f r , f ' 7,: t i ^ ^ � g h W t r A, r -�f t 44- om Nor"-- 3rd �y 111131! LATTA 6 GOIrtdCA' LW M06 09. 9 36'36„ 1379.59' 0<e �� QEXISTING SITE PIAN ��• r N LATT C4H 1221 0936'36„ 1379, 5g' 4 Seal: W j 7 O WJ Z W Q S O LLJ LO M N Q LWL. PRELIMINARY NOT FOR CONSTRUCTION # I DATE I ISSUED FOR 00.00.00 1 PROGRESS Construction Issue Date: Drawing Title: SITE PLAN Sheet #: copyright 2010 Z -Group Architects r ig i V/ IV% i VMM_/ CRADE -ip-irjr,F a r-xisT-rvnnF .L ELEVATION LEGEND: �a y 4 2 NORTH ELEVATION A3.1 1/411 = 1 '-0" !-,7ft-Na-1 B"T WOOD 5191% VEIRTIGAL146TIG W000 51DIN6 L— — — — — — 1 L------------- L EORE55 LI6HT W31 FM 26575DWFA J I � --------------------� -------------------------------------------- WEST ELEVATION A3.1 1/41' = 1'-0" Seal: I pi � D O J w0 Z Z Q W F- a - Z Q ❑ O to M N T— PRELIMINARY NOT FOR CONSTRUCTION # I DATE I ISSUED FOR 00.00.00 1 PROGRESS Construction Issue Date: Drawing Title: EXTERIOR ELEVATIONS Sheet #: A3. copyright 2010 Z -Group Architects I 2 SOUTH ELEVATION 4 3 2.3 2 GHIMWY PROM,' noN 10' mom ELEVATION LEGEND: n 4 GONOREE BI'1RNT WOOD 5101% VLRTIGAL R671G WOOD SIDING .L -vire -p ® asr6'Rn-F I — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I I-- — — — — — — — — — — — — — — ------------------- \ XISV6 UPPER :X�15,M MAIN ORAVE NATURAL. \ EAST ELEVATION J W D O W Seal: L1J w > V � Z �O L LJ—' Ov ®_ > z w W Z U) O W LO N mz Q L.Lm PRELIMINARY NOT FOR CONSTRUCTION # DATE I ISSUED FOR 00.00.00 1 PROGRESS Construction Issue Date: Drawing Title: EXTERIOR ELEVATIONS Sheet #: A3.2 copyright 2010 00tr."QD PROPOSED ROOF PLAN \ I , 11 Sea]: PRELIMINARY NOT FOR CONSTRUCTION Drawing Title: PROPOSED ROOF PLAN Sheet #: copyright 2010 Z -Group Architects > � V � Z ® O W w O Q j U z W W � Z) a Q O i� W LO M N Q L.A. PRELIMINARY NOT FOR CONSTRUCTION Drawing Title: PROPOSED ROOF PLAN Sheet #: copyright 2010 Z -Group Architects P. PED. i CA LO' WEST MEA 210 "''t t I I l I Il I,+ •- 1 150 180 S GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 40 IMPROVEMENT & TOPOGRAPHIC SURVEY PLAT A TRACT OF LAND SITUATED IN THE SWl/4 OF SECTION 11, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH P.M. CITY OF ASPEN. COUNTY OF PITKIN, STATE OF COLORADO A TRACT OF LAND IN THE SW1/4 OF SECTION 1, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO, SAID TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHENCE THE QUARTER CORNER BETWEEN SECTIONS 11 AND 12, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN OF THE KIMBERLY SURVEY BEARS S14020'00"W 2498.00 FEET; THENCE S85015'00 FEET 1085.00 FEET; THENCE N06°30'00"E 98.00 FEET TO THE POINT OF TRUE BEGINNING; THENCE N85°15'00"W 167.00 FEET; THENCE N06°30'00"E 104.00 FEET; THENCE S85'1 5'00"E 167.00 FEET; THENCE S06°30'00"W 104.00 FEET TO THE POINT OF TRUE BEGINNING. TOGETHER WITH A RIGHT-OF-WAY OVER A ROAD TWELVE FEET WIDE LYING IMMEDIATELY SOUTH OF A LINE BEGINNING AT A POINT WHENCE THE NORTHWEST CORNER OF THE ABOVE DESCRIBED LAND BEARS S0603010011W 228.00 FEET; THENCE N89°30'00"W 270.00 FEET; THENCE S76°30'00"W 230.00 FEET; THENCE N67°30'00"W 460.00 FEET; THENCE S47°00'00"W 170.00 FEET TO THE COUNTY ROAD. ALSO A RIGHT-OF-WAY OVER A ROAD TWELVE FEET WIDE LYING IMMEDIATELY WEST OF A LINE BEGINNING AT A POINT WHENCE THE NORTHWEST CORNER OF THE ABOVE DESCRIBED LAND BEARS S06°30'00"W 216.00 FEET; THENCE S06°30'00"W 320.00 FEET. AN UNDIVIDED ONE-QUARTER INTEREST IN AND TO A TRACT OF LAND IN THE SW 1/4 OF SECTION 11, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO, SAID TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHENCE THE QUARTER CORNER BETWEEN SECTIONS 11 AND 12, SAID TOWNSHIP 10 SOUTH, RANGE 85 WEST, OF THE KIMBERLY SURVEY BEARS S14°20'00"W 2498.00 FEET; THENCE S85°15'00"E 1085.00 FEET; THENCE N06°30'00"E 390.00 FEET TO THE POINT OF TRUE BEGINNING; THENCE N89°30100"W 15.00 FEET; THENCE N06030'00"E 28.00 FEET; THENCE S89°30'00"E 15.00 FEET; THENCE S06°30'00"W 28.00 FEET TO THE POINT OF TRUE BEGINNING, ALSO A TRACT OF LAND DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE ABOVE DESCRIBED TRACT; THENCE N06°30'00"E 12.00 FEET; THENCE N89°30'00"W 179.00 FEET; THENCE S06°30'00"W 320.00 FEET; THENCE S85°15'00"E 12.00 FEET; THENCE N06030'00"E 308.00 FEET; THENCE S89°30'00"E 167.00 FEET TO THE POINT OF BEGINNING, BEING A STRIP OF LAND TO BE USED AS A ROAD BY THE PROPERTY OWNERS ADJACENT TO SAID STRIP LYING TO THE SOUTH AND EAST THEREOF. 3. 3UB. CEMETERY LN. @ TREE CHART SILVER KING DR. M h TREE TYPE TRUNK DIA. DRIP DIA. I DECIDUOUS 12" 12' 2 2 -DECIDUOUS 8" 8' 3 DECIDUOUS 14" 14' 4 DECIDUOUS 4" 4' 5 4 -DECIDUOUS 4" 4' 6 DECIDUOUS 24" 25' 7 DECIDUOUS 14" 15' 8 DECIDUOUS 12" 12' 9 DECIDUOUS 24" 25' 10 DECIDUOUS 36" 20' 11 DECIDUOUS 8" 8' 12 DECIDUOUS 12" 12' 13 2 -DECIDUOUS 8" 8' NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 40 IMPROVEMENT & TOPOGRAPHIC SURVEY PLAT A TRACT OF LAND SITUATED IN THE SWl/4 OF SECTION 11, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH P.M. CITY OF ASPEN. COUNTY OF PITKIN, STATE OF COLORADO A TRACT OF LAND IN THE SW1/4 OF SECTION 1, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO, SAID TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHENCE THE QUARTER CORNER BETWEEN SECTIONS 11 AND 12, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN OF THE KIMBERLY SURVEY BEARS S14020'00"W 2498.00 FEET; THENCE S85015'00 FEET 1085.00 FEET; THENCE N06°30'00"E 98.00 FEET TO THE POINT OF TRUE BEGINNING; THENCE N85°15'00"W 167.00 FEET; THENCE N06°30'00"E 104.00 FEET; THENCE S85'1 5'00"E 167.00 FEET; THENCE S06°30'00"W 104.00 FEET TO THE POINT OF TRUE BEGINNING. TOGETHER WITH A RIGHT-OF-WAY OVER A ROAD TWELVE FEET WIDE LYING IMMEDIATELY SOUTH OF A LINE BEGINNING AT A POINT WHENCE THE NORTHWEST CORNER OF THE ABOVE DESCRIBED LAND BEARS S0603010011W 228.00 FEET; THENCE N89°30'00"W 270.00 FEET; THENCE S76°30'00"W 230.00 FEET; THENCE N67°30'00"W 460.00 FEET; THENCE S47°00'00"W 170.00 FEET TO THE COUNTY ROAD. ALSO A RIGHT-OF-WAY OVER A ROAD TWELVE FEET WIDE LYING IMMEDIATELY WEST OF A LINE BEGINNING AT A POINT WHENCE THE NORTHWEST CORNER OF THE ABOVE DESCRIBED LAND BEARS S06°30'00"W 216.00 FEET; THENCE S06°30'00"W 320.00 FEET. AN UNDIVIDED ONE-QUARTER INTEREST IN AND TO A TRACT OF LAND IN THE SW 1/4 OF SECTION 11, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO, SAID TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHENCE THE QUARTER CORNER BETWEEN SECTIONS 11 AND 12, SAID TOWNSHIP 10 SOUTH, RANGE 85 WEST, OF THE KIMBERLY SURVEY BEARS S14°20'00"W 2498.00 FEET; THENCE S85°15'00"E 1085.00 FEET; THENCE N06°30'00"E 390.00 FEET TO THE POINT OF TRUE BEGINNING; THENCE N89°30100"W 15.00 FEET; THENCE N06030'00"E 28.00 FEET; THENCE S89°30'00"E 15.00 FEET; THENCE S06°30'00"W 28.00 FEET TO THE POINT OF TRUE BEGINNING, ALSO A TRACT OF LAND DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE ABOVE DESCRIBED TRACT; THENCE N06°30'00"E 12.00 FEET; THENCE N89°30'00"W 179.00 FEET; THENCE S06°30'00"W 320.00 FEET; THENCE S85°15'00"E 12.00 FEET; THENCE N06030'00"E 308.00 FEET; THENCE S89°30'00"E 167.00 FEET TO THE POINT OF BEGINNING, BEING A STRIP OF LAND TO BE USED AS A ROAD BY THE PROPERTY OWNERS ADJACENT TO SAID STRIP LYING TO THE SOUTH AND EAST THEREOF. 3. 3UB. CEMETERY LN. @ e - SILVER KING DR. M h o � QM CIO COA GPS #10 CEMETERY ENT. @ CEMETERY LN. G\N\99p Z - - - - PUMP HOUSE TRACT Ia DESCRIBED qh IN REC. NO. e 609903 PT. 3 i lolz° r' LTRACT ETAILESCRIBED C. NO.3 PT. I 1) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, BUILDING SETBACKS AND EASEMENTS OF RECORD, OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN THE TITLE COMMITMENT PREPARED BY TITLE COMPANY OF THE ROCKIES, COMMITMENT NO 0703773-C8 DATED EFFECTIVE APRIL 30, 2014. 2) THE DATE OF THIS SURVEY WAS MAY 28, 2014 3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N85°15'00"W BETWEEN THE SOUTHEASTERLY CORNER, A #5 REBAR & CAP L.S. #15710 FOUND IN PLACE AND THE SOUTHWESTERLY CORNER, A #4 REBAR AND CAP L.S. # ILLEGIBLE FOUND IN PLACE. 4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET. 5) THIS SURVEY IS BASED ON THE GENERAL WARRANTY DEED RECORDED APRIL 30, 2014 AS RECEPTION NO. 609903 IN THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE AND CORNERS FOUND IN PLACE. 6) ELEVATIONS ARE BASED ON A GPS OBSERVATION UTILIZING THE MESA COUNTY RTVRN NETWORK (1988 ORTHO DATUM) YIELDING AN ON-SITE ELEVATION OF 7836.37' ON A THE NORTHWESTERLY CORNER AS SHOWN. CONTOUR INTERVAL EQUALS 1 FOOT. 7) THE SUBJECT PROPERTY IS ZONED R-15 ACCORDING TO THE CITY OF ASPEN LAND USE REGULATIONS PART 700, CHAPTER 26.710.50.D.4-6. SETBACKS ARE LISTED AS FRONT YARD SETBACKS FOR RESIDENTIAL DWELLINGS 25', ACCESSORY BUILDINGS 30', REAR YARD SETBACKS FOR PRINCIPAL BUILDINGS 10', ACCESSORY BUILDINGS 5' AND SIDE YARD SETBACK 10'. BUILDING SETBACKS SHOULD BE VERIFIED WITH COMMUNITY DEVELOPMENT PRIOR TO ANY DESIGN OR CONSTRUCTION. PEAK Surveying, Inc. P.O. Box 1746 - Rifle, CO 81650 Phone (970) 625-1954 - Fax (970) 579-7150 www.peaksurveyinginc.com Drawn By: JRN Checked By: JRN JUNE 6, 2014 036.DWG GRAPHIC SCALE 100 0 50 100 200 400 ( IN FEET ) 1 inch = 100 ft. ........ ............. ........... .... ............ .... . I HEREBY STATE THAT THIS IMPROVEMENT SURVEY WAS PREPARED BY PEAK SURVEYING, INC. FOR JAMES P. FARREY AND KRISTIN N. FARREY I FURTHER STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, MAY 28, 2014, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. I FURTHER STATE THAT I HAVE EXAMINED THE TITLE COMMITMENT PREPARED BY TITLE COMPANY OF THE ROCKIES, COMMITMENT NO. 0703773-C8 DATED EFFECTIVE APRIL 30, 2014 AND FIND ALL EXCEPTIONS TO TITLE THAT AFFECT THE SUBJECT PROPERTY ARE SHOWN HEREON TO THE BEST OF MY KNOWLEDGE AND BELIEF. BY: f4 Q SON' . VUL, P.L O'- 379 3793 cz) e-'- 07/18/14 NO. Date Rt -.vision 1 07/18/14 UPDATE SURVEY - REMOVE 12' ACCESS EASEMENT VACATED JRN JAMES P. FARREY & KRISTIN N. FARREY CITY OF ASPEN, COLORADO IMPROVEMENT & TOPO SURVEY SW1/4 SEC. 11, TIOS, R85W 1235 MOUNTAIN VIEW DRIVE Project NO. 14036 1 OF 1