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HomeMy WebLinkAbout833-013ASLOPE LEGEND 0% - 20% 20% - 30% (2,983± S.F. ABOVE HIGH WATER LINE CONTAINED WITHIN THE PROPERTY BOUNDARIES) GREATER THAN 30% (9,669± S.F. ABOVE HIGH WATER LINE CONTAINED WITHIN THE PROPERTY BOUNDARIES) PROPERTY AREA TOTAL AREA: 30,672± S.F. AREA ABOVE HIGH WATER LINE: 28,282± S.F. AREA BELOW HIGH WATER LINE: 2,390± S.F. PROPERTY ZONED MODERATE -DENSITY RESIDENTIAL (R- 15A) PER THE CITY OF ASPEN ENVELOPE AMENDMENT TITLE 26: LAND USE CODE NEW BATHROOM CANTILEVER MISSED ON THE STREAM PART 700: ZONING DISTRICT S31 '34'50"E MINIMUM SETBACKS: FRONT YARD: RESIDENTIAL DWELLING: 25 FEET ACCESSORY BUILDINGS: 30 FEET SIDE YARD: 10 FEET S71'23'01 "E REAR YARD: RESIDENTIAL DWELLING: 10 FEET ACCESSORY BUILDINGS: 5 FEET BUILDING ENVELOPE AREA 13,002'}' SQ.FT. 1 ZONE AE LIMITS PER FEMA MAP COMMUNITY PANEL NO. ^. 08097CO204C EFFECTIVE DATE: JUNE 4, 1987 / / I AMENDED 120 RED MOUNTAIN ROAD STREAM MARGIN REVIEW PLAN PARCEL ID# 2787 M 072 m 00 m 028 PURPOSE: THE PURPOSE OF THIS SITE PLAN IS TO SHOW THE BUILDING ENVELOPE AS ESTABLISHED BY THE COMMUNITY DEVELOPMENT DIRECTOR BASED UPON THE TOP OF SLOPE DETERMINATION APPROVED BY THE ASPEN HISTORIC PRESERVATION COMMISSION DOCUMENTED IN THE ASPEN HISTORIC PRESERVATION COMMISSION RESOLUTION NO. 15, SERIES OF 2014. of LBU 10.0' EN'S SIDE YARD SETBACK <..... ME LOT LINE ADJUSTMENT AMENDING MESDAG PROPERTY AND LOT 5 RUBEY SUBDIVISION BK. 85 PG. 76 SETBACK FOLLOWS TOP OF SLOPE AND EXISTING DEVELOPMENT 1�► APPROXIMATE HIGH WATER LINE APPROXIMATE y EDGE OF CREEK '! `S85'15'0.0 "E 68:681 ` " . 1{ 0. RETAINING ♦ 0p WAIw1. r-tJ1PER ♦ F GRAVEL DRIVEWAY' �- oE- s ti 'VE ` 90'00'00"W d0'` 2 . S 48. 4 z' UPPER p I I N00'00'00"W Amo ly©,nf E ENVELOPE AMENDMENT DECK LINE DRAWN INCORRECTLY ON STREAM MARGIN REVIEW PLAN F ANTILEVER { ♦ ENVELOPE AMENDMENT BEARING NEW BATHROOM CANTILEVER MISSED ON THE STREAM 1..39' S31 '34'50"E .:<::... MARGIN REVIEW PLAN L. I \ \\ i -TOP OF SLOPE BUILDING ENVELOPE LINE LINE LENGTH BEARING 1 1..39' S31 '34'50"E 2 12.21' S15'35'50"W 3 14.69' S71'23'01 "E 4 2.94' S5554'28"E 5 3.83' S75'52'59"E 6 2.49' S53'40'16"E 7 26.32' S70'37'08"E 8 24.36' N16'27'45"E 9 3.83' N551 2'37"E 10 10.62' N87'23'18"E 11 10.64' S69'1 6'42"E 12 7.09' N75'37'21"E 13 6.03' S80'41'04"E 14 5.53' S75'59'20"E 15 1.35' S87'22'16"E 16 1.31' N04'31'00"E 17 4.66' N70'47'54'E 18 2.19' N46'16'41 "E 19 3.49' N62'52'10"E 20 17.77' S7935'00"E 21 9.42' S5558'39"E 22 3.25' N08'50'51"E 23 8.90' S81'09'09"E 24 7.34' S06'40'58W 25 17.61' S80'57'15"E 26 10.80' S07'44'46"W 27 1.21' S81'09'09"E 28 10.40' S08'50'51 "W 29 1.12' N81'09'09"W 30 6.96' S07'17'19"W 31 1454' S37'15'22"W 32 2.23' S72'23'44"W 33 2.79' N74'53'10"W 34 10.71' S12'46'31 "W 35 4.14' S7713'29"E 36 6.90' S12'46'02"W 37 9.41' S07'55'52"E 38 18.51' S28'50'54"E 39 1.65' S58'35'45"E -10.0' SIDE YARD LS75'29'00"W 9.37'(CALC)\ \ SETABCK S75'20'09"W 9 36'(RECORD) \ \o CE \ \ ENGINEERING DEPARTMENT REVIEW \ THIS PLAT WAS REVIEWED FOR THE DEPICTION OF_jHE ENGINEERIt \ SURVEY REQUIREMENTS. THIS DAY OF \ \ CI ENGINEER ---------- CITY OF ASPEN GPS -4 SCALE: 1" = 1,000' PROPERTY DESCRIPTION 120 RED MOUNTAIN ROAD PARCEL PLAT BOOK 112 PAGE 2 A PARCEL OF LAND SITUATED IN THE SW1/4NW1/4 OF SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6TH PRINCIPAL MERIDIAN, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 7, A BLM BRASS CAP IN PLACE THENCE N8727'08"E A DISTANCE OF 1187.32 FEET TO THE SOUTHEAST CORNER OF AMENDED LOT 2 OF SECOND AMENDMENT TO ODEN STREAM MARGIN REVIEW AND LOT LINE ADJUSTMENT RECORDED IN PLAT BOOK 63 AT PAGE 68 IN THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE, THE POINT OF BEGINNING: THENCE N00'00'00"E ALONG THE EASTERLY BOUNDARY OF SAID AMENDED LOT 2, A DISTANCE OF 82.94 FEET; THENCE LEAVING SAID EASTERLY BOUNDARY N60'54'15"E A DISTANCE OF 37.65 FEET TO A POINT ON THE AFOREMENTIONED EASTERLY BOUNDARY; THENCE N29'05'45"W ALONG SAID EASTERLY BOUNDARY A DISTANCE OF 6.00 FEET, THENCE CONTINUING ALONG SAID EASTERLY BOUNDARY N11'02'27"W A DISTANCE OF 137.58 FEET TO THE CENTERLINE OF HUNTER CREEK; THENCE LEAVING SAID EASTERLY BOUNDARY ALONG SAID CENTERLINE OF HUNTER CREEK S46'31'00"E A DISTANCE OF 57.45 FEET; THENCE CONTINUING ALONG SAID CENTERLINE S33'22'00"E A DISTANCE OF 98.18 FEET; THENCE CONTINUING ALONG SAID CENTERLINE S85'15'00"E A DISTANCE OF 68.68 FEET, THENCE CONTINUING ALONG SAID CENTERLINE S25'01'00"E A DISTANCE OF 82.76 FEET TO THE NORTHERLY MOST CORNER OF LOT 7 OF RUBEY SUBDIVISION AS RECORDED IN PLAT BOOK 5 AT PAGE 41 IN THE AFOREMENTIONED PITKIN COUNTY CLERK AND RECORDER'S OFFICE; THENCE LEAVING SAID CENTERLINE OF HUNTER CREEK ALONG THE WESTERLY BOUNDARY OF SAID LOT 7, S1510'00"W A DISTANCE OF 75.60 FEET TO THE SOUTHWESTERLY CORNER OF SAID LOT 7; THENCE LEAVING SAID WESTERLY BOUNDARY ALONG THE SOUTHERLY BOUNDARY OF SAID LOT 7, N90'00'00"E A DISTANCE OF 40.38 FEET TO THE NORTHERLY BOUNDARY OF THE CONDOMINIUM MAP OF COMMON GROUND HOUSING SUBDIVISION AT INDEPENDENCE PLACE AS RECORDED IN PLAT BOOK 35 AT PAGE 31 IN THE AFOREMENTIONED PITKIN COUNTY CLERK AND RECORDER'S OFFICE; THENCE LEAVING SAID SOUTHERLY BOUNDARY ALONG SAID NORTHERLY BOUNDARY S75'29'00"W A DISTANCE OF 9.37 FEET; THENCE CONTINUING ALONG SAID NORTHERLY BOUNDARY N90'00'00"W A DISTANCE OF 80.02 FEET, THENCE LEAVING SAID NORTHERLY BOUNDARY N74'32'00"W A DISTANCE OF 75.00 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF SAID CONDOMINIUM MAP OF COMMON GROUND HOUSING SUBDIVISION AT INDEPENDENCE PLACE; THENCE S90'00'00"W ALONG SAID NORTHERLY BOUNDARY A DISTANCE OF 14.00 FEET, THENCE CONTINUING ALONG SAID NORTHERLY BOUNDARY N00'00'00"W A DISTANCE OF 16.00 FEET; THENCE CONTINUING ALONG SAID NORTHERLY BOUNDARY S90'00'00"W A DISTANCE OF 48.00 FEET TO THE POINT OF BEGINNING. SAID PARCEL OF LAND CONTAINING 30,672 SQUARE FEET MORE OR LESS. GENERAL NOTES: 1. SITE DEVELOPMENT SHALL BE IN COMPLIANCE WITH THE ASPEN HISTORIC PRESERVATION COMMISSION RESOLUTION NO. 15, SERIES OF 2014 APPROVED BY THE COMMISSION ON MAY 28, 2014 AND RECORDED JUNE 18, 2018 AS RECEPTION NO. 611203. 2. THE BUILDING ENVELOPE IS DELINEATED BY THE NORTHERLY BOUNDARY OF THE EXISTING DEVELOPMENT, THE 15 FOOT SETBACK FROM THE TOP OF SLOPE AND BY THE PROPERTY LINES ON ALL OTHER SIDES. 3. IN THE EVENT THE EXISTING HOUSE AND PLANNED ADDITION ARE DEMOLISHED IN THE FUTURE AND THE PROPERTY IS REDEVELOPED, THE BUILDING ENVELOPE CREATED AS A RESULT OF THIS RESOLUTION SHALL BE NULL AND VOID AND THE PROPERTY WILL BE SUBJECT TO APPLICABLE LAND USE REVIEWS AT THE TIME OF THE REDEVELOPMENT. 4. THE TOPOGRAPHY WHICH APPEARS ON THIS PLAN WAS PREPARED BY HIGH COUNTRY ENGINEERING, > INC. DATED FEBRUARY 20, 2014. 5. ONLY NATIVE LANDSCAPE PLANTINGS & RE -VEGETATION CAN OCCUR BETWEEN THE 15 FOOT SETBACK FROM THE TOP OF SLOPE AND HUNTER CREEK. 6. NO LIGHTING SHALL BE DIRECTED TOWARD HUNTER CREEK. 7. THE STREAM MARGIN LINE SHOWN HEREIN IS VALID ONLY IF THE EXISTING STRUCTURE REMAINS. SHOULD THE EXISTING STRUCTURE EVER BE DEMOLISHED, THE STREAM MARGIN SHALL BE REESTABLISHED AT THE HISTORICAL TOP OF SLOPE. COMMUNITY DEVELOPMENT DIRECTOR'S APPROVAL THIS SITE PLAN FOR 120 RED MOUNTAIN ROAD HAS BEEN R VIE D AND APWQVED BY THE COMMUNITY DEVEJ.ODMENT EPAR ENT OF THE CITY OF ASPEN, THIS DAY OF 2016. 13 MMUNITY DEVELOPMENT DIRECTOR OWNERS ACKNOWLEDGEMENT KNOWN ALL MEN THESE PRESENT THAT THE OWNERS IN FEE SIMPLE OF ALL PROPERTY SITUATED IN PITKIN COUNTY, COLORADO SHOWN HEREON ACKNOWLEDGE THE ALLOWANCE AND LIMITATIONS OF CITY OF ASPEN HISTORIC PRESERVATION COMMISSION REFERENCED IN NOTE NO. 1 ON THIS PLAN. 4_ �i EXECUTED THIS 6 DAY OF • X4*VMf 2016. RED MOUNTAIN RIVERFRONT, LLC ARTMENT MARK FRIEDLAND, MANAGER Kide _ 2016. CLERK AND RECORDERS CERTIFICATE THIS PLAN WASLED FOR RECORD N TH§ OFFICE OF CLERK AND RECORDER OF PITKIN COUNTY, 0 THIS 'DAY OF 2016 AND IS DULY RECORDED IN BOOK AT PAGE RECEPTION N0. CLERK AND ECORDEK m W CL 0 w 0 w w_ > C > uj Z � 0 x W m° O W L, Z J LLI �- O O 7- N z a [L • • N z 0_ m Q. � Z Y x a r�. V z V In z �. in O l? w W �' z amu° u v OWN WU 6 ZWZ z W >MIS U wU)m ap � Dov . J 0 M^ ZZ nzn° D ;we O ��Z U 0 CL V I� UI J U ¢ z,'i Z 00 Uo � p Zqa� o� LL ' ZUoN 2 0 0 0 x 6 wp0� fir" O O ]z ��Iw-� QU mOj6 U LO -imX O U m W CL 0 w 0 w w_ > C > uj Z � 0 x W m° O W L, Z J LLI �- O O 7- N z a [L • • N z 0_ m Q. � Z Y x a r�. V z V In z �. in O l? w W �' z amu° u v OWN WU 6 ZWZ z W >MIS U wU)m ap � Dov . J 0 M^ ZZ nzn° D ;we O ��Z U 0 CL V I� UI J Z � z aQ O �Z a'00 w >o 0 w I 0 U zm0 c)0IL) ¢w ~0.. D Q Q�W �0 U) O 2 <p< N x PROJECT NO. 2141613 I OF I