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HomeMy WebLinkAboutFile Documents.688 Spruce St.0119-2020-BRES (35)Color Area 43612.25 3087.40 6410.18 7 9 4 5 7 9 6 5 X X X X X X X X N 0 1 ° 0 2 ' 4 2 " E 2 3 5 . 0 0 ' S 88°48'36" E 226.00' S 0 1 ° 0 2 ' 4 2 " W 2 3 5 . 0 0 ' N 88°48'36" W 226.00' 3 0 . 0 0 ' 10.0 0 ' 1 1 . 5 0 ' 8.10 ' 1 2 . 4 0 ' 24.0 0 ' 2 8 . 9 0 ' 1.00' 2 . 0 0 ' 1.00' 4 5 . 0 0 ' 14.1 0 ' 2 2 . 0 0 ' 28.0 0 ' 64.2' 42 . 7 ' 96.3' 11 6 . 5 ' 5' WILLIAMS WOODS SUBDIVISION PLAT BK 112 PG 3 LOT TWO LEDDY-COOPER SUBDIVISION PLAT BK 92 PG 24 LOT ONE LEDDY-COOPER SUBDIVISION PLAT BK 92 PG 24 TH E C E N T E N N I A L C O N D O M I N I U M S PL A T B K 1 7 P G 7 SMUGGLER HUNTER TRUST CONDOMINIUMS PLAT BK 105 PG 45 UNIT 1 UNIT 2 7. 5 ' #5 REBAR & 1.25" YELLOW PLASTIC CAP L.S. #9184 0.50' BELOW GROUND TBM 7937.77' E 60' 60' PUBLIC ROAD DEDICATION PER PLAT BK 17 PG 7 STREET LIGHT PARKING CMP FLOWLINE DITCH FLOWLINE DITCH FLOWLINE DITCH GA R D E N FENCE (TYP.) FENCE (TYP.) FENCE (TYP.) TELE. PED. (TYP.) ELEC. METER ELEC. TRANS. UNDERGROUND WATERLINE FLAG IN FENCE SHED W I L L I A M S W A Y 4 0 ' A C C E S S A N D U T I L I T Y E A S E M E N T P E R P L A T B K 1 0 5 P G 4 5 & B K 6 6 9 P G 4 2 0 DRIVEWAY SATELLITE DISH BOULDER RET. WALL (TYP.)BOULDER RET. WALL (TYP.) #5 REBAR & 1.25" RED PLASTIC CAP L.S. #24303 0.50' BELOW GROUND BEARS N44°00'31"W 2.96' #5 REBAR & 1.25" YELLOW PLASTIC CAP L.S. #9184 0.20' ABOVE GROUND BEARS S77°47'56"E 0.24' #5 REBAR & 1.25" YELLOW PLASTIC CAP L.S. #9184 0.40' BELOW GROUND FOUND BEARS S85°03'10"W 0.18' 3 1/4" 1954 BLM SPM BRASS CAP ON 2 1/2" IRON PIPE FOUND FOUND 3 1/4" BLM BRASS CAP SET IN 1954 AS ORIGINAL CENTER QUARTER CORNER SECTION 7, RE-DESIGNATED AND STAMPED "SPM" (SPECIAL PURPOSE MONUMENT) IN 1978 FOUND 3 1/4" BLM BRASS CAP SET IN 1978 AS CORRECTED CENTER QUARTER CORNER SECTION 7 - BEARS S60°57'56"E 2.44' 1.219 AC.± 688 SPRUCE STREET 10 ' 10' SIDE BUILDING SETBACK PER R-15A 10' 10 ' 10' SIDE SETBACK PER R-15A 25' 25' FRONT BUILDING SETBACK RESIDENTIAL 30' FRONT BUILDING SETBACK ACCESSORY PER R-15A 10' REAR BUILDING SETBACK RESIDENTIAL 5' REAR BUILDING SETBACK ACCESSORY PER R-15A ASPHALT DRIVEWAY ASPHALT DRIVEWAY ASPHALT DRIVEWAY ASPHALT DRIVEWAY SP R U C E S T R E E T AS P H A L T CONCRETE DRIVEWAY C O N C R E T E R E T A I N I N G W A L L TIE RET. WALL TIE PLANTER M A I N L E V E L W O O D D E C K STE P S MAIN L E V E L WOO D D E C K B R I C K P A T I O STEPS STE P S MAIN L E V E L WOO D D E C K LOWER CONCRETE PATIO MULTI LEVEL STUCCO & WOOD FRAME HOUSE SIGN 25' WATERLINE EASEMENT SHOWN ON PLAT BK 92 PG 24 BA S I S O F B E A R I N G S ELL A S H E R W O O D L O D E M I N I N G C L A I M S H O W N O N S U R V E Y P L A T B K 1 P G 7 0 CO CLEANOUT COA GPS #8 BEARS S76°01'58"W 2814.34' COA GPS #4 BEARS S08°02'41"W 2582.73' GGAS METER T T T T T T T T T T T T T T T T T T T T T T T DYH OSW E X - U E EX-UE EX - U E CTV E X - U E E X - U E E X - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX-UE EX-U E EX- U E EX-UE EX-U E CTV CT V CTV CTV CTV CTV CTV W W W W W W W W W W W W W W W W W W W C T V C T V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V G G G G G G G G G W W W W W F.F. 7962.1' RIDGE 7986.7' F.F. 7953.6' T I E B O R D E R TELE P H O N E CAB L E T V ELE C T R I C TELEPHONE WATERLI N E FIRE HYD. WATER SERVICE G A S L I N E WA T E R L I N E T1 T2T3 T4 T5 T6 T7 T8 T9 T10T11 T12 T13 T14 T15 T16 T17T18 T19 T20T21 T22 T23 T24 T25 T26 T27 T28T29 T30 T31 T32 T33 T34 T35 T36 T37 T38 T39 T40 T41 T42 T43 T44 T45 T46 T47 T48 T49 T50 T51 T52T53 T54 T55 T56 T57 T58T59 T60 T61 T62 T63 T64 T65 T66 T67 T68 T69T70 T71 T72 T73 T74 T75 T76 T77 T78 T79 T80 T81 T82 T83 T84 T85 T86 T87 T88 T89 T90 T91 T92 T93 T94 T95 T96 T97 T98 T99 T100 T101T102 T103 T104 T105T106 T107 T108 T109 T110 T111 T112 T113 T114 T115 T116 T117 T118 T119 T120 T121 T122T123 T124 T125 T126 T127 T128 T129 T130 T131 T132 T133 T134 T135 T136 T137 T138 T139 T140 T141 T142 T143 T144 T145 T146 T147 T148 T149 T150 T151 T152 T153 T154 T155 T156 T157 T158 T159 T160 T161 T162 T163 T164T165 T166 T167 T168 T169 T170 T171 T172 T173 T174 T175 T176 T177T178 T179 T180 T181 T182 T183 T184 T185 T186 T187 T188 T189 T190 T191 T192 T193 T194 T195 T196 T197 T198 T199 T200 T201 T202T203 T204 T205 T206 T207 T208 T209 T210 T211 T212 T213 T214 T215 T216 T217 T218 T219 T220 T221 T222 T223 T224 T225 T226 T227 T228 T229 T230T231T232 T233 T234 T235 T236 T237 T238 T239 T240 T241 T242 T243 T244 T245 T246 T247 T248 T249 T250 T251 T252T253 T254 T255 T256 T257 T258 T259 T260 T261 T262 T263 TREE HOUSE7 9 4 0 7945 7 9 5 0 7955 7960 7 9 6 5 7 9 7 0 7 9 7 5 79 7 0 7 9 6 0 7 9 5 5 7 9 5 0 79 4 5 79 5 0 Slopes Table Number 1 2 3 Minimum Slope 0.00% 20.00% 30.00% Maximum Slope 20.00% 30.00% 3000.00% Color Area 43612.25 3087.40 6410.18 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. ByNO.Date Project NO.RevisionDrawn By: Checked By: Date: Computer File: P.O. Box 1746 Rifle, CO 81650 Phone (970) 625-1954 Fax (970) 579-7150 www.peaksurveyinginc.com S NW E P e a k Su r v ey i ng, Inc. Sinc e 2 0 0 7 19005 1 OF 2 JAMES T. MORAN FAMILY TRUST CITY OF ASPEN, COLORADO IMPROVEMENT & TOPO SURVEY SIT. IN NW1/4SE1/4, S7, T10S, R84W 688 SPRUCE STREET JRN JRN JANUARY 29, 2019 005.DWG 1 02/20/19 UPDATE SURVEY WITH FIELD TOPO JRN IMPROVEMENT SURVEY PLAT & TOPOGRAPHIC SURVEY A PARCEL OF LAND SITUATED IN THE NW1/4SE1/4 OF SECTION 7 TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6TH P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO PROPERTY DESCRIPTION A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITKIN, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SECTION 7, A BRASS CAP IN PLACE, THE TRUE POINT OF BEGINNING; THENCE S88°48'36"E ALONG THE EAST-WEST CENTERLINE OF SECTION 7, 226.00 FEET TO CORNER NO. 1; THENCE S01°02'42”W 235.00 FEET TO CORNER NO. 2; THENCE N88°48'36"W 226.00 FEET TO CORNER NO. 3; THENCE N01°02'42”E 235.00 FEET TO THE TRUE POINT OF BEGINNING, CITY OF ASPEN COUNTY OF PITKIN STATE OF COLORADO. NOTES: 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 LAND TITLE GUARANTEE COMPANY, ORDER NO. Q62010083-7, DATED EFFECTIVE JANUARY 11, 2019. 2) THE DATE OF THIS SURVEY WAS JANUARY 25, FEBRUARY 05 & 18, 2019. 3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S01°02'42"W BETWEEN THE NORTHWESTERLY CORNER, A 3 1/4" BLM "SPM" BRASS CAP FOUND IN PLACE AND THE SOUTHWESTERLY CORNER, A #5 REBAR AND 1 1/4" YELLOW PLASTIC CAP L.S. #9184 FOUND IN PLACE. 4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET. 5) THIS SURVEY IS BASED ON THE PERSONAL REPRESENTATIVES DEED OF DISTRIBUTION RECORDED AUGUST 05, 2016 AS RECEPTION NO. 631182, THE CENTENNIAL CONDOMINIUMS SUBDIVISION AND CONDOMINIUM PLAT RECORDED APRIL 01, 1985 IN PLAT BOOK 17 AT PAGE 7, THE LEDDY-COOPER SUBDIVISION FINAL PLAT RECORDED OCTOBER 22, 2009 IN PLAT BOOK 92 AT PAGE 24, THE SMUGGLER HUNTER TRUST CONDOMINIUM PLAT RECORDED DECEMBER 16, 2013 IN PLAT BOOK 105 AT PAGE 45, AND THE FIRST AMENDED WILLIAMS WOODS SUBDIVISION PLAT RECORDED JULY 29, 2015 IN PLAT BOOK 112 AT PAGE 3 AND A LAND SURVEY PLAT RECORDED IN BK S001 AT PAGE 70 IN THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE, A BOUNDARY SURVEY PREPARED BY ASPEN SURVEY ENGINEERS, INC., JOB #48291, DATED AUGUST 2018 AND CORNERS FOUND IN PLACE. 6) ELEVATIONS ARE BASED ON A GPS OBSERVATION UTILIZING THE WESTERN COLORADO RTVRN GPS NETWORK (1988 ORTHO DATUM) YIELDING AN ON-SITE ELEVATION OF 7937.77' ON THE SOUTHWESTERLY CORNER AS SHOWN. CONTOUR INTERVAL EQUALS 1 FOOT. 7) THERE WAS APPROXIMATELY 24" OF SNOW AND ICE ON THE GROUND AT THE TIME OF SURVEY. 8) ACCORDING TO THE DEED RECORDED IN BOOK 226 AT PAGE 222, THE CORRECTION DEED RECORDED IN BOOK 228 AT PAGE 222 AND THE SECOND CORRECTION DEED RECORDED IN BOOK 229 AT PAGE 355, MCCULLOCH CONSOLIDATED MINING COMPANY AND TOP OF ASPEN, INC. RESERVES TITLE AND INTEREST IN THE MORAN PROPERTY IN SO FAR AS LOCATED 200 FEET BENEATH THE SURFACE THEREOF. 9) THIS PROPERTY IS ZONED R-15A ACCORDING TO THE CITY OF ASPEN GIS WEBSITE. BUILDING SETBACKS AS SHOWN SHOULD BE VERIFIED BY COMMUNITY DEVELOPMENT PRIOR TO ANY PLANNING, DESIGN OR CONSTRUCTION. N E S W 0 30 60 90 120 150 180 210 240 270 300 330 P e ak S u r v e y i n g , I n c . 020 20 40 8010 SUBJECT PROPERTY VICINITY MAP SCALE: 1" = 2000' IMPROVEMENT SURVEY STATEMENT I, JASON R. NEIL, HEREBY CERTIFY TO MNKN, LLC, A COLORADO LIMITED LIABILITY COMPANY, JAMES T. MORAN FAMILY TRUST, MARY MORAN AND LAND TITLE GUARANTEE COMPANY, THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS IMPROVEMENT SURVEY PLAT IS TRUE, CORRECT AND COMPLETE BASED ON MY KNOWLEDGE, INFORMATION AND BELIEF AS LAID OUT AND SHOWN HEREON; THAT THIS IMPROVEMENT SURVEY PLAT IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED, THAT THIS IMPROVEMENT SURVEY PLAT WAS MADE BY ME FROM AN ACCURATE SURVEY OF THE REAL PROPERTY PERFORMED BY ME OR UNDER MY DIRECT SUPERVISION ON JANUARY 25, FEBRUARY 05 & 18, 2019, THAT IN THE PREPARATION OF THIS IMPROVEMENT SURVEY PLAT, I RELIED UPON LAND TITLE GUARANTEE COMPANY, ORDER NO. Q62010083-7, DATED EFFECTIVE JANUARY 11, 2019, THAT THE LOCATION AND DIMENSIONS OF ALL BUILDINGS, IMPROVEMENTS, EASEMENTS, RIGHTS OF WAY IN EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THE REAL PROPERTY AND MATTERS REFERENCED IN SAID TITLE COMMITMENT CAPABLE OF BEING SHOWN ARE ACCURATELY SHOWN, THAT THIS IMPROVEMENT SURVEY PLAT HAS AN ERROR IN CLOSURE OF LESS THAT 1:15,000, AND THAT THIS IMPROVEMENT SURVEY PLAT IS IN ACCORDANCE OF AN IMPROVEMENT SURVEY PLAT AS SET FORTH IN C.R.S. §38-51-102(9). DATED: FEBRUARY 20, 2019 BY:___________________________________ JASON R. NEIL, P.L.S. NO. 37935 FOR AND ON BEHALF OF PEAK SURVEYING, INC. COL O R A D O L I CE N S E D P R O F E SSIONAL L A N D S U RVEYO R JAS O N R . NE I L 37935 X X X X X X X X X X X X X X X X X X X X X T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T E X - U E E X - U E E X - U E EX- U E EX-UE EX-U E EX - U E CTV CTV CTV E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX-UE EX-UE EX-U E EX-U E EX- U E EX- U E EX- U E EX-UE EX-UE EX-U E CTV CTV CT V CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CT V W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W C T V C T V C T V C T V C T V CT V C T V CT V CT V C T V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W T226 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S ACCES S E A S E M E N T ACCES S E A S E M E N T 79 8 0 79 7 5 797 5 79 7 0 7 9 7 0 7 9 6 5 7 9 6 5 7 9 6 0 796 0 7 9 5 5 7 9 5 5 79 5 0 7 9 5 0 7945 7945 7940 7940 79 3 5 10'-0" 10 ' - 0 " GARDEN SI D E Y A R D SE T B A C K READ YARD SETBACK SI D E Y A R D SE T B A C K FRONT YARD SETBACK 10 ' - 0 " 25'-0" GARAGE RESIDENCE GUEST PARKING ENTRY DRIVE ENTRY PATH GEAR SHED STORMWATER RETENTION POND LIMIT OF REVEGETATION LIMI T O F R E V E G E T A T I O N LIM I T O F R E V E G E T A T I O N LIM I T O F RE V E G E T A T I O N 9.0 PLANTING AND LANDSCAPE 9.1 1 / L9-01 9.2 9.7 2 / L9-01 3 / L9-02 9.3 9.4 3 / L9-01 4 / L9-01 9.6 2 / L9-02 9.5 1 / L9-02 --------- --------- --------- --------- --------- --------- --------- 329300 329300 329300 329300 329300 329300 329300 9.10 6 / L9-02 9.9 5 / L9-02 9.8 4 / L9-02 --------- --------- ---------329300 329300 329200 9.11 7 / L9-02 ---------329200 SITE KEYNOTES:DETAIL / SHEET SPEC. SECTION RELATED DETAIL(S) 9.12 Deciduous Tree Planting Deciduous Tree Planting on Slope Deciduous Multi-Stem Tree Planting Coniferous Tree Planting Coniferous Tree Planting on Slope Perennial and Groundcover Planting Shrub Planting Deciduous Multi-Stem Tree Planting on Slope Native Seeding Lawn Turf Sodding Shrub Planting on Slope Metal Edging Ornamental Grass Planting 8 / L9-02 ---------329300 9.13 9 / L9-02 ---------329300 CONIFEROUS TREES SHRUBS QTY. BOTANICAL NAME COMMON NAME PLANT LIST 4 Picea pungens 'glauca'Colorado Blue Spruce GRASSES 5,790 SF Turf Lawn PERENNIALS SYMBOL/ABBR. 6 Picea pungens 'glauca'Colorado Blue Spruce 14 Picea pungens 'glauca'Colorado Blue Spruce DECIDUOUS TREES 10 Populous tremuloides Quaking Aspen (Single-Stem) 8 Populous tremuloides Quaking Aspen (Single-Stem) 167 Cornus alba 'Sibirica'Redtwig Dogwood 20,100 SF Native Revegetation TURF NR 145 Nepeta × faassenii Faassen’s Catmint 18 Crataegus crus-galli Thornless Cockspur Thorn ORNAMENTAL GRASS Helictotrichon sempervirens Blue Oat Grass 5 Populus angustifolia Narrow-leaf Cottonwood 15 Populous tremuloides Quaking Aspen (Single-Stem) 15 Populous tremuloides Quaking Aspen (Multi-Stem) 979 7 Picea pungens 'glauca'Colorado Blue Spruce 2 Picea pungens 'glauca'Colorado Blue Spruce 10 Populous tremuloides Quaking Aspen (Multi-Stem) 8 Populous tremuloides Quaking Aspen (Multi-Stem) 1 Acer Glabrum Rocky Mountain Maple 4 Populous tremuloides Quaking Aspen (Single-Stem) 4 Populous tremuloides Quaking Aspen (Multi-Stem) SPACING AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN 18" O.C. AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN 1 SITE PLANTING REFERENCE NOTES 2 Existing tree to remain, do not disturb. Proposed grading, see civil drawings. 3 Proposed stormwater line, see civil drawings. 4 Proposed plants out of limit of revegetation to be located in field with direction of Landscape Architect. 1 2 3 4 5 6 7 A B C D E 8 F C DATE#DESCRIPTION ISSUE DATE: SHEET NUMBER REVIEWED: PROJECT NUMBER: DRAWN: REVISIONS 6183 68 8 S P R U C E S T R E E T R E S I D E N C E MN K N L L C . AS P E N , C O L O R A D O C O P Y R I G H T D E S I G N W O R K S H O P, I N C. G H 9 10 11 1110987654321 W W W . D E S I G N W O R K S H O P . C O M A u g 2 4 , 2 0 2 0 - 6 : 4 1 p m \\ A S P V M A C T I V E \ A s p e n \ P R O J E C T S _ R - Z \ 6 1 8 3 - 6 8 8 S p r u c e S t R e s i d e n c e \ D - C A D \ 0 2 . S h e e t s \ d w - 6 1 8 3 - L 8 _ P L A N T . d w g DESIGN WORKSHOP Landscape Architecture · Land Planning Urban Design · Tourism Planning Asheville · Aspen · Austin · Chicago · Denver · Dubai Houston · Lake Tahoe · Los Angeles · Shanghai 120 East Main Street (970) 925-8354 (970) 920-1387 Aspen, Colorado 81611 L8-01 08/24/2020 100% DESIGN DEVELOPMENT NOT FOR CONSTRUCTION JW/JP MA 100% DD 1TYP. 2TYP. 3TYP. 9.1TYP. 9.5TYP. 9.4 TYP. 9.2 TYP. 9.3 TYP. 9.8 TYP. 9.7 TYP. 9.9TYP. 9.10TYP. 9.12 TYP. 9.13 TYP. 9.11TYP. 9.1TYP. 4TYP. PLANTING PLAN FRONT YARD 25'-0" SIDE YARD 10'-0" SIDE YARD 10'-0" REAR YARD 10'-0" EXISTING HOUSE TO BE REMOVED PROPERTY LINE SETBACK LINE SP R U C E S T R E E T PROPOSED DRIVEWAY AUTOCOURT PROPOSED RESIDENCELOWER LEVEL TERRACE PRE-FAB HOT TUB UNIT, LOCATION TBD BY LANDSCAPE GUEST WING TERRACE LIVING TERRACE BELOW ROOF UP PROPOSED WALKWAY LAWN GEAR SHED (ACCESSORY BUILDING) CONCRETE APRON AT GARAGE 228 Midland Avenue | PO Box 529 | Basalt, Colorado 81621 970-927-4925 | www.ccyarchitects.com DATE: DRAWN BY:CHECKED BY: PROJECT NUMBER: ISSUE: HISTORY: SCALE: © COTTLE CARR YAW ARCHITECTS, LTD. N O T FO R C O N S T R UC T IO N 1" = 20'-0" CCY 20112 SITE PLAN A-100 GO L D F A R B R E S I D E N C E 100% DESIGN DEVELOPMENT 2020-08-21 68 8 S P R U C E S T R E E T AS P E N , C O L O R A D O CCY 1" = 20'-0" SITE PLAN 1 1. ARCHITECTURAL 100'-0" = CIVIL ELEVATION 7967'-0". CONFIRM W/ CIVIL ENGINEER. 2. PROPERTY LINE, BUILDING ENVELOPE, EXISTING TOPOGRAPHY, ETC INDICATED HERE ARE TAKEN FROM SURVEY DRAWINGS PREPARED BY PEAK SURVEYING, INC. (SEE IMPROVEMENT & TOPO SURVEY SIT. IN NW1/4SE1/4, S7, T10S, R84W 688 SPRUCE STREET). 3. CONTRACTOR TO ESTABLISH PERMANENT BENCHMARK PRIOR TO COMMENCEMENT OF WORK. 4. VERIFY FINAL LAYOUT WITH ARCHITECT PRIOR TO DEMOLITION, CLEARING, AND EXCAVATION. 5. NO EXISTING TREES OR SHRUBS ON SITE MAY BE REMOVED OR TRIMMED FOR CONSTRUCTION PRUPOSES WITHOUT PRIOR WRITTEN PERMISSION FROM THE ARCHITECT. 6. LAYOUT SITE UTILITY RUNS SO AS TO MINIMIZE THE DISTURBANCE OF EXISTING TREES AND SHRUBS. VERIFY UTILITY LAYOUT WITH ARCHITECT PRIOR TO CLEARING AND EXCAVATION. 7. PROTECT ALL ON-SITE VEGETATION NOT APPROVED BY THE ARCHITECT FOR REMOVAL OR TRIMMING FROM DAMAGE DURING ALL CONSTRUCTION ACTIVITY. 8. CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL SOILS ENGINEER WHO SHALL MAKE AN ON SITE INVESTIGATION OF THE EXISTING SOILS CONDITIONS AFTER THE STRUCTURAL EXCAVATION IS COMPLETE AND SHALL PREPARE A LETTER WITH COPIES TO THE ARCHITECT AND STRUCTURAL ENGINEER DESCRIBING SOIL CONDITIONS IN SUFFICIENT DETAIL SUCH THAT THE FOUNDATION DESIGN INDICATED ON THE DOCUMENTS MAY BE VERIFIED AS BEING ADEQUATE OR MAY BE REVISED AS NECESSARY BY THE STRUCTURAL ENGINEER. 9. LOCATE AND INSTALL FOUNDATION DRAINS, DRYWELLS AND CATCH BASINS, ETC. PER RECOMMENDATIONS AND DETAILS OF SOILS AND CIVIL ENGINEERS. 10. REFER TO LANDSCAPE DRAWINGS FOR PLANTING AND HARDSCAPE LAYOUT. 11. REFER TO CIVIL DRAWINGS FOR FINAL GRADING, UNDERGROUND UTILITIES, DRAINAGE SYSTEMS, ETC. 12. CONTRACTOR TO VERIFY UTILITY INVERT HEIGHTS AS THEY RELATE TO CONSTRUCTION AND CONNECTIONS. 13. ALL GRADING SHALL SLOPE AWAY FROM BUILDING AT A MINIMUM OF 5% SLOPE. 14. ALL HARDSCAPE SHALL SLOPE AT 1/4" / 1'-0" OR 2% MINIMUM. U.N.O. GENERAL NOTES REV. #DATE DESCRIPTION EXISTING VEGETATION IN SETBACK 2 AREA OF EXISTING VEGETATION, SEE IMAGE ABOVE UP King Bed Queen Bed Queen Bed Twin XL Bed Queen Bed Twin XL Bed TWIN TWIN BEDROOM #5 2 A-302 B A 3 4 C E KJF 12 9 8 6 I 1 A-201 2 A-202 2 A-201 1 A-200 2 A-203 1 A-202 1 4'-0" 10'-8 1/8" 10'-3 7/8" 25'-0" 69'-11 1/2" 10 ' - 0 " 16 ' - 0 " 4' - 0 " 15 ' - 0 " 11 ' - 0 " 18 ' - 6 " 12 ' - 6 " 14'-0" 28'-6" 18'-5 1/2" 9'-0" 5'-0"6'-0"11'-0"9'-10"24'-2"2'-6" 58'-6" 87 ' - 0 " RETAINING WALLS FOR BEDROOM EGRESS 1 A-301 L 5 10 11 3 A-302 1 A-300 7 PDR LAUNDRY MECHANICAL FAMILY ROOM GALLERY BEDROOM 3 BATH 3 BEDROOM 5BATH 5 BATH 2CLO BUNK BATH BUNK STO GUEST MASTER 1 A-303 GYM G H D 2 A-300 3 A-300 WET BAR OUTDOOR KITCHEN/BBQ LIGHT WELL, OPEN TO ABOVE 1 A-302 STORAGE FITNESS TERRACE OUTDOOR DINING AND GAME TERRACE A-400 1 A-201 3 2 228 Midland Avenue | PO Box 529 | Basalt, Colorado 81621 970-927-4925 | www.ccyarchitects.com DATE: DRAWN BY:CHECKED BY: PROJECT NUMBER: ISSUE: HISTORY: SCALE: © COTTLE CARR YAW ARCHITECTS, LTD. N O T FO R C O N S T R UC T IO N 1/8" = 1'-0" CCY 20112 OVERALL PLAN LOWER LEVEL A-110 GO L D F A R B R E S I D E N C E 100% DESIGN DEVELOPMENT 2020-08-21 68 8 S P R U C E S T R E E T AS P E N , C O L O R A D O CCY 1/8" = 1'-0" LOWER LEVEL PLAN 1 1. FOR GENERAL NOTES SEE A-000 2. ARCHITECTURAL 100' = 7967'-0" 3. CONTRACTOR TO ESTABLISH PERMANENT BENCHMARK PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR TO PROVIDE SHOP DRAWINGS AS REQUIRED BY SPECS. 5. ALL DIMENSIONS ARE GIVEN TO FACE OF STUD AND CONCRETE U.N.O. 6. WRITTEN DIMENSIONS SHALL ALWAYS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY ARCHITECT IMMEDIATELY OF ANY DIMENSIONAL DISCREPANCIES. PLEASE REQUEST ADDITIONAL DIMENSIONS AS NEEDED 7. REFERENCE LANDSCAPE PLANS FOR EXTERIOR PATIO / DRIVEWAY DESIGN. 8. REFERENCE A-600 SERIES FOR SCHEDULES (WINDOW, DOOR, AND FINISH). 9. ALL INTERIOR WALLS TO INCLUDE SOUND INSULATION, U.N.O. PLAN NOTES REV. #DATE DESCRIPTION A-120 A-121 UP UP King Bed MASTER BEDROOM CONFIRM WINDOW CONFIGURATION & GLASS CORNER DISCUSS OPTIONS: NO TREATMENT, SHADE, DRAPERY PANELS 2 A-302 B A 3 4 C E K K J J F 12 9 8 6 I I 1 A-201 2 A-202 2 A-2001 A-201 1 A-200 2 A-203 1 A-202 1 LIVING GARAGE OUTDOOR ROOM 4'-0" 10'-8 1/8" 10'-3 7/8" 2 A-303 1 A-301 BACK KITCHEN AUTOCOURT DINING L L 5 10 11 BEDROOM TERRACE MAIN LIVING TERRACE 3 A-302 1 A-300 25'-0" 7 2'-6" PDR MASTER BATH 1 A-303 OFFICE MASTER BEDROOM KITCHEN G MA S T E R C L O S E T H D 2 A-300 3 A-300 101'-10 1/2" 101'-10 1/2" 100'-0" 100'-0" 101'-10 1/2" PANTRY ENTRY 1 A-302 STOR FUTURE 100'-0" 100'-0" LANDSCAPE STAIR TO LOWER TERRACE, RE: LANDSCAPE (TBD) MOVEABLE SHADING PANELS (2), BOTTOM BEARING, INFILL WITH GAPPED SIDING MATERIAL FIREPLACE MUD 100'-0" GEAR SHED SEASONAL STORAGE 18 ' - 0 1 / 2 " A-203 2 A-203 3 A-203 4 A-2035 A-203 6 A-203 7 A-201 3 2 200A200A A-120A-122 A-123 228 Midland Avenue | PO Box 529 | Basalt, Colorado 81621 970-927-4925 | www.ccyarchitects.com DATE: DRAWN BY:CHECKED BY: PROJECT NUMBER: ISSUE: HISTORY: SCALE: © COTTLE CARR YAW ARCHITECTS, LTD. N O T FO R C O N S T R UC T IO N 1/8" = 1'-0" CCY 20112 OVERALL PLAN MAIN LEVEL A-111 GO L D F A R B R E S I D E N C E 100% DESIGN DEVELOPMENT 2020-08-21 68 8 S P R U C E S T R E E T AS P E N , C O L O R A D O CCY 1/8" = 1'-0" MAIN LEVEL PLAN 1 PLAN NOTES RE: SHEET A-110 FOR TYPICAL NOTES REV. #DATE DESCRIPTION 2 A-302 B A 3 4 C E KJF 12 9 8 6 I 1 A-201 2 A-202 2 A-2001 A-201 1 A-200 2 A-203 1 A-202 1 2 A-303 1 A-301 5'-0"6'-0"11'-0"9'-10"24'-2"2'-6" 58'-6" 10 ' - 0 " 16 ' - 0 " 4' - 0 " 15 ' - 0 " 11 ' - 0 " 18 ' - 6 " 12 ' - 6 " 87 ' - 0 " 14'-0" 28'-6" 18'-5 1/2" 9'-0" 69'-11 1/2" 4'-0" 10'-8 1/8" 10'-3 7/8" MEMBRANE ROOF MEMBRANE ROOF L 5 10 11 3 A-302 1 A-300 7 1 A-303 G H D 2 A-300 3 A-300 1 A-302 25'-0" FIREPLACE TERMINATION BONDERIZED STEEL STANDING SEAM ROOF, TYP SLOPED ROOFS 7 1/2" / 12"7 1/2" / 12" A-203 2 A-203 3 A-203 4 A-2035 A-203 6 A-203 7 A-201 3 2 13 5/8" MEMBRANE ROOF 7 1/2 " / 12" 7 1/2" / 12"7 1 / 2 " / 1 2 " 7 1 / 2 " / 1 2 " ~25 KW SOLAR ARRAY, RE: MECH FOR SIZING AND CLEARANCES GUTTER AND DOWNSPOUT, SHOP- FABRICATED HALF-ROUND STEEL GUTTER WITH ROUND STEEL DOWNSPOUTS.. SNOW FENCE -RE: ROOF PLAN FOR LOCATIONS ROOF DRAIN, RE: PLUMBING ROOF DRAIN, RE: PLUMBING ROOF DRAIN, RE: PLUMBING SNOW FENCE, RE: SPEC. SNOW FENCE, RE: SPEC. 118'-2 1/2" 119'-3 3/4" 117'-8 3/4" SNOW FENCE, RE: SPEC. 228 Midland Avenue | PO Box 529 | Basalt, Colorado 81621 970-927-4925 | www.ccyarchitects.com DATE: DRAWN BY:CHECKED BY: PROJECT NUMBER: ISSUE: HISTORY: SCALE: © COTTLE CARR YAW ARCHITECTS, LTD. N O T FO R C O N S T R UC T IO N 1/8" = 1'-0" CCY 20112 ROOF PLAN A-112 GO L D F A R B R E S I D E N C E 100% DESIGN DEVELOPMENT 2020-08-21 68 8 S P R U C E S T R E E T AS P E N , C O L O R A D O CCY 1/8" = 1'-0" ROOF PLAN 1 1. ALL DOWNSPOUTS AND ROOF DRAINS SHALL BE CONNECTED TO SITE DRAINAGE SYSTEM. 2. MINIMUM SLOPE FOR ALL ROOFS SHALL BE 1/4" / 1'-0". 3. ALL ROOF DRAINS IN ACCORDANCE WITH APPLICABLE CODES. 4. PROVIDE HEAT TAPE AND POWER TO HEAT TAPE AT ALL GUTTERS, ROOF DRAINS AND DOWNSPOUTS. 5. ALL ROOFS TO BE CLASS A RATED ASSEMBLIES. 6. TAPERED INSULATION LAYOUT BY ROOFING SUBCONTRACTOR. CONFIRM FINAL AVERAGE R VALUE WITH ROOFING SUBCONTRACTOR. 7. RE: ELECTRICAL FOR PV SPECIFICATION & LOCATIONS. PLAN NOTES REV. #DATE DESCRIPTION ST-01 STONE VENEER VERTICAL CEDAR SIDING WD-01 -WHITE WOOD WD-02 -DARK WOOD M-01 BLACKENED STEEL PANELS, SEALED M-02 -BONDERIZED STEEL M-03 -PRE-FINISH SHEET METAL EXTERIOR MATERIAL LEGEND MAIN LEVEL 7967'-0" GARAGE 7968'-10 1/2" 2 A-302 12 9 8 6 12'-6"18'-6"11'-0"15'-0"4'-0"16'-0"10'-0" 87'-0" 510113 A-302 71 A-302 1' - 1 0 1 / 2 " 111 110 109 108 107 106 104 103 102 101 101A 141 WD-02 M-03 WD-01 M-02 WD-01 M-03 M-01 M-02 ST-01ST-01 M-03 PV EQUIPMENT PER SOLAR DESIGN, RE: ELEC HALF-ROUND CUSTOM STEEL GUTTER, ROUND STEEL DOWNSPOUTS, SHOP FAB MAIN LEVEL 7967'-0" GARAGE 7968'-10 1/2" KJFI 2 A-303 9'-10"24'-2"2'-6" 36'-6" L 1 A-303 G H 1' - 1 0 1 / 2 " 5'-0"6'-0" 11'-0" 113 112 105 100A 101C 101B WD-01 M-02 M-01 WD-02 ST-01 M-03 WD-01 ST-01 M-02 M-01 M-03 PV EQUIPMENT PER SOLAR DESIGN, RE: ELEC SNOW FENCE -RE: ROOF PLAN FOR LOCATIONS HALF-ROUND CUSTOM STEEL GUTTER, ROUND STEEL DOWNSPOUTS, SHOP FAB 228 Midland Avenue | PO Box 529 | Basalt, Colorado 81621 970-927-4925 | www.ccyarchitects.com DATE: DRAWN BY:CHECKED BY: PROJECT NUMBER: ISSUE: HISTORY: SCALE: © COTTLE CARR YAW ARCHITECTS, LTD. N O T FO R C O N S T R UC T IO N 1/4" = 1'-0" CCY 20112 EXTERIOR ELEVATIONS A-200 GO L D F A R B R E S I D E N C E 100% DESIGN DEVELOPMENT 2020-08-21 68 8 S P R U C E S T R E E T AS P E N , C O L O R A D O CCY EXTERIOR ELEVATION NOTES 1. GRADE SHOWN FOR REFERENCE ONLY. RE: CIVIL AND LANDSCAPE DWGS FOR ADDITIONAL INFORMATION 2. PROVIDE SAFETY GLAZING AT ALL WINDOWS AND GLAZED DOORS AS REQUIRED BY APPLICABLE CODES. 3. PV ARRAY INDICATED FOR REFERENCE ONLY, RE: ELEC DRAWINGS FOR DETAILED INFORMATION, SIZING, CLEARANCES, ETC. 4. GRID LINES AND DIMENSIONS ARE TO EXTERIOR FACE OF STUD AND/OR FACE OF CONCRETE U.N.O. REV. #DATE DESCRIPTION 1/4" = 1'-0" EAST ELEVATION 1 1/4" = 1'-0" SOUTH ELEVATION -MASTER 2 ST-01 STONE VENEER VERTICAL CEDAR SIDING WD-01 -WHITE WOOD WD-02 -DARK WOOD M-01 BLACKENED STEEL PANELS, SEALED M-02 -BONDERIZED STEEL M-03 -PRE-FINISH SHEET METAL EXTERIOR MATERIAL LEGEND MAIN LEVEL 7967'-0" GARAGE 7968'-10 1/2" LOWER LEVEL 7955'-0" GLASS GUARDRAIL 1 A-300 2 A-300 3 A-300 MOVEABLE EXTERIOR SCREENS (2), ALUMINUM RENSEN SLIDING SCREEN FRAME AND TRACK (LOGGIAWOOD) WITH CUSTOM CLADDING T.O. FOOTER LL -STRUCT 7954'-2" 108A 106A 127 126128 003B003A004B ST-01 WD-01 M-01 M-02 ST-01 PV EQUIPMENT PER SOLAR DESIGN, RE: ELEC HALF-ROUND CUSTOM STEEL GUTTER, ROUND STEEL DOWNSPOUTS, SHOP FAB SNOW FENCE -RE: ROOF PLAN FOR LOCATIONS MAIN LEVEL 7967'-0" GARAGE 7968'-10 1/2" LOWER LEVEL 7955'-0" 2 A-302 EXTERIOR SOLAR SHADES AT WESTERN FACING WINDOWS, INTEGRATED INTO WINDOW HEAD 3 A-302 1 A-302 T.O. FOOTER LL -STRUCT 7954'-2" 121 120 119 118 117 116 010 011 012 013 115 114 187 186 185 M-01 WD-01 M-02 M-03 HALF-ROUND CUSTOM STEEL GUTTER, ROUND STEEL DOWNSPOUTS, SHOP FAB ST-01 WD-01 SNOW FENCE -RE: ROOF PLAN FOR LOCATIONS MAIN LEVEL 7967'-0" GARAGE 7968'-10 1/2" WD-01 M-02 122 ST-01 HALF-ROUND CUSTOM STEEL GUTTER, ROUND STEEL DOWNSPOUTS, SHOP FAB 228 Midland Avenue | PO Box 529 | Basalt, Colorado 81621 970-927-4925 | www.ccyarchitects.com DATE: DRAWN BY:CHECKED BY: PROJECT NUMBER: ISSUE: HISTORY: SCALE: © COTTLE CARR YAW ARCHITECTS, LTD. N O T FO R C O N S T R UC T IO N 1/4" = 1'-0" CCY 20112 EXTERIOR ELEVATIONS A-201 GO L D F A R B R E S I D E N C E 100% DESIGN DEVELOPMENT 2020-08-21 68 8 S P R U C E S T R E E T AS P E N , C O L O R A D O CCY EXTERIOR ELEVATION NOTES 1. GRADE SHOWN FOR REFERENCE ONLY. RE: CIVIL AND LANDSCAPE DWGS FOR ADDITIONAL INFORMATION 2. PROVIDE SAFETY GLAZING AT ALL WINDOWS AND GLAZED DOORS AS REQUIRED BY APPLICABLE CODES. 3. PV ARRAY INDICATED FOR REFERENCE ONLY, RE: ELEC DRAWINGS FOR DETAILED INFORMATION, SIZING, CLEARANCES, ETC. 4. GRID LINES AND DIMENSIONS ARE TO EXTERIOR FACE OF STUD AND/OR FACE OF CONCRETE U.N.O. REV. #DATE DESCRIPTION 1/4" = 1'-0" SOUTH ELEVATION -MAIN 2 1/4" = 1'-0" WEST ELEVATION -MASTER 11/4" = 1'-0" PARTIAL ELEVATION @ SOUTH WING 3 MAIN LEVEL 7967'-0" GARAGE 7968'-10 1/2" LOWER LEVEL 7955'-0" FIREPLACE CHIMNEY 1 A-300 2 A-300 3 A-300 T.O. FOOTER LL -STRUCT 7954'-2" 1' - 1 0 1 / 2 " 12 ' - 0 " 10 " 14 ' - 8 1 / 2 " M-01 WD-01 ST-01 136 105A 134 132 131 130 005004 006 007 008 009 002 003 135 133 M-01 M-03 M-02 M-03 WD-02 138139 137 GAPPED WOOD SCREEN, RE: DETAILS GLASS GUARDRAIL BEHIND SCREEN CUSTOM FIREPLACE TERMINATION CAP, DESIGN TBD. HALF-ROUND CUSTOM STEEL GUTTER, ROUND STEEL DOWNSPOUTS, SHOP FAB ST-01 STONE VENEER VERTICAL CEDAR SIDING WD-01 -WHITE WOOD WD-02 -DARK WOOD M-01 BLACKENED STEEL PANELS, SEALED M-02 -BONDERIZED STEEL M-03 -PRE-FINISH SHEET METAL EXTERIOR MATERIAL LEGEND MAIN LEVEL 7967'-0" GARAGE 7968'-10 1/2" LOWER LEVEL 7955'-0" 1 A-301 GLASS GUARDRAIL GAPPED WOOD SIDING PRIVACY AND SHADING SCREEN, RE: DETAILS. OUTDOOR KITCHEN/BBQ T.O. FOOTER LL -STRUCT 7954'-2" WD-02 M-03 M-02 ST-01 M-02 WD-01 ST-01 004C 108B129 187 186 185 228 Midland Avenue | PO Box 529 | Basalt, Colorado 81621 970-927-4925 | www.ccyarchitects.com DATE: DRAWN BY:CHECKED BY: PROJECT NUMBER: ISSUE: HISTORY: SCALE: © COTTLE CARR YAW ARCHITECTS, LTD. 1/4" = 1'-0" Author 20112 EXTERIOR ELEVATIONS A-202 GO L D F A R B R E S I D E N C E 100% DESIGN DEVELOPMENT 2020-08-21 68 8 S P R U C E S T R E E T AS P E N , C O L O R A D O Checker REV. #DATE DESCRIPTION 1/4" = 1'-0" NORTH ELEVATION -MAIN 2 1/4" = 1'-0" WEST ELEVATION -GREAT ROOM 1 K J I 2 A-303 9'-10"24'-2"2'-6" L 1 A-303 36'-6" T.O. FOOTER LL -STRUCT 7954'-2" M-02 M-03 WD-02 WD-01 M-01 139 138 137 136 105A MAIN LEVEL 7967'-0" GARAGE 7968'-10 1/2" 65 MAIN LEVEL 7967'-0" GARAGE 7968'-10 1/2" K L WD-02 M-03 GARAGE 7968'-10 1/2" K 200A M-03 WD-02 M-01 GARAGE 7968'-10 1/2" 12 11 200 M-03 WD-02 GARAGE 7968'-10 1/2" WD-02 M-03 GARAGE 7968'-10 1/2" 1211 M-03 WD-02 228 Midland Avenue | PO Box 529 | Basalt, Colorado 81621 970-927-4925 | www.ccyarchitects.com DATE: DRAWN BY:CHECKED BY: PROJECT NUMBER: ISSUE: HISTORY: SCALE: © COTTLE CARR YAW ARCHITECTS, LTD. 1/4" = 1'-0" Author 20112 EXTERIOR ELEVATIONS A-203 GO L D F A R B R E S I D E N C E 100% DESIGN DEVELOPMENT 2020-08-21 68 8 S P R U C E S T R E E T AS P E N , C O L O R A D O Checker REV. #DATE DESCRIPTION 1/4" = 1'-0" NORTH ELEVATION -GARAGE 1 1/4" = 1'-0" PARTIAL WEST GARAGE ELEVATION 21/4" = 1'-0" PARTIAL SOUTH GARAGE ELEVATION 3 1/4" = 1'-0" SHED NORTH ELEVATION 41/4" = 1'-0" SHED EAST ELEVATION 51/4" = 1'-0" SHED SOUTH ELEVATION 61/4" = 1'-0" SHED WEST ELEVATION 7