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HomeMy WebLinkAbout6.0 Amended Planned Community PlatPeco 5,19Y6 P/,,•/"9� J°p"�'nc�1'/�ndsd r�nn.dC'or��n. Du�i�cr: f�9ti /r��n 1Panrs�.,l.L C I.' aG- Gs•8su� /o• saw CR60l Fe: 3 �0 t 4t o �&Atter; /a' /7 1 111111 11111111111111111111111111111111111111111111 IN 589688 10/03/2001 03:16P 81292 P603 M ALSDORF 1 of 3 R 30.00 D 0.00 GARFIELD COUNTY CO IIIIII Hill 11111111111111111111111111111111 Hill Ill IN 58968$ 10/05/2001 03:16P B1292 P604 M ALSDORF 2 of 3 R 30.00 D 0.00 GARFIELD COUNTY CO Illlll 11111111111111111111111111111111111 hill Illi 1111 589688 10/05/2001 03:16P B1292 P605 M ALSDORF 3 of 3 R 30.00 D 0.00 GARFIELD COUNTY CO �, 03 PROPERTY DESCRIPTION PARCEL 14 A PARCEL OF LAND SITUATED IN SECTION 25, TOWNSHIP 6 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH 1/4 CORNER OF SECTION 25; THENCE N26'10'56"W A DISTANCE OF 2600.96 FEET TO THE POINT OF BEGINNING; THENCE N43'30'13"W A DISTANCE OF 532.46 FEET; THENCE N22'02'55"W A DISTANCE OF 444.23 FEET; THENCE N23'19'57"E A DISTANCE OF 813.60 FEET; THENCE S80'08'10"E A DISTANCE OF 194,10 FEET; THENCE N79'49'38"E A DISTANCE OF 466.71 FEET; THENCE S09'34'25"E A DISTANCE OF 1518.79 FEET; THENCE S561031 A DISTANCE OF 91.17 FEET; THENCE Sll'43'50"E A DISTANCE OF 46.29 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 80.00 FEET AND A CENTRAL ANGLE OF 102'02'43", A DISTANCE OF 142.48 FEET (CHORD BEARS S21'10'55"W 124.38 FEET); THENCE S29'50'26"E A DISTANCE OF 40.96 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 120.00 FEET AND A CENTRAL ANGLE OF 91'45'14", A DISTANCE OF 192.17 FEET (CHORD BEARS 516'02'11"W 172.28 FEET); THENCE S64'44'51"W A DISTANCE OF 11.87 FEET; THENCE S67'34'55"W A DISTANCE OF 4.95 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 120.00 FEET AND A CENTRAL ANGLE OF 73'26'26", A DISTANCE OF 153.81 FEET (CHORD BEARS S30'51'42"W 143.50 FEET); THENCE S05'51'31"E A DISTANCE OF 47.80 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 200.00 FEET AND A CENTRAL ANGLE OF 34'30'13", A DISTANCE OF 120.44 FEET (CHORD BEARS S11'23'36"W 118.63 FEET); THENCE N59'24'17"W A DISTANCE OF 17.38 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 80.00 FEET AND A CENTRAL ANGLE OF 57'28'10", A DISTANCE OF 80.24 FEET (CHORD BEARS N30'45'31"W 76.92 FEET); THENCE NO2'01'26"W A DISTANCE OF 14.49 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 400.00 FEET AND A CENTRAL ANGLE OF 48'57'31", A DISTANCE OF 341.80 FEET (CHORD BEARS N26'30'12"W 331.49 FEET); THENCE N50'58'57"W A DISTANCE OF 50.61 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 600.00 FEET AND A CENTRAL ANGLE OF 13'56'12", A DISTANCE OF 145.94 FEET (CHORD BEARS N44'00'51 "W 145.58 FEET); THENCE N37'02'45"W A DISTANCE OF 136.92 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 100.00 FEET AND A CENTRAL ANGLE OF 120'03'49", A DISTANCE OF 209.55 FEET (CHORD BEARS S82'55'21"W 173,26 FEET); TO THE POINT OF BEGINNING; SAID PARCEL CONTAINING 36.382 ACRES, MORE OR LESS. PROPERTY DESCRIPTION PARCEL 22 A PARCEL OF' LAND SITUATED IN SECTION 25, TOWNSHIP 6 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH 1/4CORNER OF SECTION 25; THENCE N26'10'56"W A DISTANCE OF 2600.96' FEET TO, THE POINT OF BEGINNING; THENCE S22'53'26"W A DISTANCE OF 233.35 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 600.00 FEET AND A CENTRAL ANGLE OF 08'59'20", A DISTANCE OF 94.13 FEET (CHORD BEARS S18'23'46"W 94.03 FEET); THENCE S83'12'28"W A DISTANCE OF 1161.38 FEET; THENCE NO3'41'48"E A DISTANCE OF 122.89 FEET; THENCE N08'14'17"E A DISTANCE OF 105.87 FEET; THENCE N07'42'39"E A DISTANCE OF 159.85 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 350.00 FEET AND A CENTRAL ANGLE OF 44'34'36", A DISTANCE OF 272.30 FEET (CHORD BEARS N14'34'39"W 265.49 FEET); THENCE N36'51'57"W A DISTANCE OF 68.01 FEET; THENCE N38'49'43"W A DISTANCE OF 97.31 FEET, THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 200.00 FEET AND A CENTRAL ANGLE OF 06'59'13", A DISTANCE OF 24.39 FEET (CHORD BEARS N35'20'07"W 24.37 FEET); THENCE N39'16'13"E A DISTANCE OF 1048.53 FEET; THENCE N14'36'15"E A DISTANCE OF 556.78 FEET; THENCE S68'25'54"E A DISTANCE OF 426.58 FEET; THENCE S23'19'57"W A DISTANCE OF 813.60 FEET; THENCE S22'02'55"E A DISTANCE OF 444.23 FEET; THENCE S43'30'13"E A DISTANCE OF 532.46 FEET TO THE POINT OF BEGINNING; SAID PARCEL CONTAINING 35.251 ACRES, MORE OR LESS, PROPERTY DESCRIPTION PARCEL 24 A PARCEL OF LAND SITUATED IN SECTION 25 AND SECTION 26, TOWNSHIP 6 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH QUARTER CORNER OF SECTION 26; THENCE N38'22'12"W A DISTANCE OF 4448.20 FEET TO THE POINT OF BEGINNING; THENCE S03'11'31"W A DISTANCE OF 28.30 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 200.00 FEET AND A CENTRAL ANGLE OF 57'52'51", A DISTANCE OF 202.04 FEET (CHORD BEARS S25'44'58"E 193.56 FEET); THENCE 554'41'23"E A DISTANCE OF 61.89 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 250.00 FEET AND A CENTRAL ANGLE OF 76'26'33", A DISTANCE OF 333.54 FEET (CHORD BEARS S16'28'06"E 309.35 FEET); THENCE 521'45'13"W A DISTANCE OF 94.11 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 200.00 FEET AND A CENTRAL ANGLE OF 53'35'43", A DISTANCE OF 187.08 FEET (CHORD BEARS S05'02'39"E 180.34 FEET); THENCE CONTINUING ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 200.00 FEET AND A CENTRAL ANGLE OF 06'59'13", A DISTANCE OF 24.39 FEET (CHORD BEARS S35'20'07"E 24.37 FEET); THENCE 538'49'43"E A DISTANCE OF 97.31 FEET; THENCE S36'51'57"E A DISTANCE OF 68.01 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 350.00 FEET AND A CENTRAL ANGLE OF 44'34'36", A DISTANCE OF 272.30 FEET (CHORD BEARS S14'34'39"E 265.49 FEET); THENCE 507'42'39"W A DISTANCE OF 159.85 FEET; THENCE 508'14'17"W A DISTANCE OF 105.87 FEET; THENCE 503'41'48"W A DISTANCE OF 122.89 FEET; THENCE S83'12'28"W A DISTANCE OF 37.40 FEET; THENCE N56'53'07"W A DISTANCE OF 1806.20 FEET TO A POINT ON THE WESTERLY BOUNDARY OF GOVT LOT 3 OD SAID SECTION 26; THENCE N00'01'24"W ALONG SAID WESTERLY BOUNDARY A DISTANCE OF 612.60 FEET; THENCE LEAVING SAID WESTERLY BOUNDARY EAST A DISTANCE OF 1210.34 FEET; TO THE POINT OF BEGINNING; SAID PARCEL CONTAINING 36.370 ACRES, MORE OR LESS. PROPERTY DESCRIPTION PARCEL 25 A PARCEL OF LAND SITUATED IN SECTION 26, TOWNSHIP 6 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST SIXTEENTH CORNER OF SECTION 23 AND SECTION 26, THE POINT OF BEGINNING; THENCE N89'53'39"E ALONG THE NORTHERLY BOUNDARY OF SAID SECTION 26 A DISTANCE OF 495.82 FEET; THENCE LEAVING SAID NORTHERLY BOUNDARY S45'19'25"E A DISTANCE OF 707.72 FEET; THENCE SOUTH A DISTANCE OF 264.62 FEET; THENCE N87'06'57"W A DISTANCE OF 87.56 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 100.00 FEET AND A CENTRAL ANGLE OF 159'47'12", A DISTANCE OF 278.88 FEET (CHORD BEARS S12'59'27"W 196.90 FEET); THENCE S66'54'08"E A DISTANCE OF 269.12 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 100.00 FEET AND A CENTRAL ANGLE OF 65'32'54", A DISTANCE OF 114,40 FEET (CHORD BEARS S34'07'41"E 108.27 FEET); THENCE 501'21'15"E A DISTANCE OF 148.38 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 250.00 FEET AND A CENTRAL ANGLE OF 15'04'18", A DISTANCE OF 65.76 FEET (CHORD BEARS S06'08'44"W 65.57 FEET); THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 250.00 FEET AND A CENTRAL ANGLE OF 22'20'46", A DISTANCE OF 97.50 FEET (CHORD BEARS S02'30'30"W 96.89 FEET); THENCE S08'39'53"E A DISTANCE OF 270.43 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 250.07 FEET AND A CENTRAL ANGLE OF 11'59'45 A DISTANCE OF 52,36 FEET (CHORD BEARS S02'39'58"E 52.26 FEET); THENCE WEST A DISTANCE OF 1210.34 FEET TO A POINT ON THE WESTERLY BOUNDARY OF THE El/2NEl/4 OF SAID SECTION 26; THENCE NOO'01'24"W ALONG SAID WESTERLY BOUNDARY A DISTANCE OF 1773.82 FEET; TO THE POINT OF BEGINNING; SAID PARCEL CONTAINING 40.021 ACRES, MORE OR LESS. AMENDED PLANNED COMMUNITY PLAT A PARCEL OF LAND BEING THE E1/2NE1/4, LOT 3 AND LOT 10 OF SEC. 26, LOT 1, THE NE1/4NE1/4 AND A PORTION OF THE SE1/4NE1/4 OF SEC. 36, T.6 AND THE SEl/4NW1/4 OF SEC. 30 AND LOT 1, 7 AND A PORTION OF LOT 2 AND THE SHEET 1 FOR HIGH ASPEN RANCH ALL OF SEC. 25 EXCEPT THE NE1/4NE1/4 AND S., R.88 W. OF THE 6TH P.M. AND LOT 11 3, 41 51 6 SE1/4NW1/4 OF SEC. 31, T.6 S., R.87 W. OF THE 6TH P.M. PROPERTY DESCRIPTION PARCEL 26 A PARCEL OF LAND SITUATED IN SECTION 25 AND SECTION 26, TOWNSHIP 6 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO,, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SECTION 26; THENCE S89'53'39"W ALONG THE NORTHERLY BOUNDARY OF SAID SECTION 26 A DISTANCE OF 330.98 FEET TO THE POINT OF BEGINNING; THENCE LEAVING SAID NORTHERLY BOUNDARY S55'18'09"E A DISTANCE OF 902.95 FEET; THENCE S15'25'09"E A DISTANCE OF 117.13 FEET, THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 300.00 FEET AND A CENTRAL ANGLE OF 18'47'44", A DISTANCE OF 98.41 FEET (CHORD BEARS 1\181'41'14"E 97.97 FEET); THENCE S88'54'53"E A DISTANCE OF 132.62 FEET; THENCE S22'40'22"E A DISTANCE OF 590.94 FEET; THENCE 572'05'07"E A DISTANCE OF 215.46 FEET; THENCE S14'36'15"W A DISTANCE OF 556.78 FEET; THENCE S39'16'13"W A DISTANCE OF 1048.53 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 200.00 FEET AND A CENTRAL ANGLE OF 5335'43", A DISTANCE OF 187.08 FEET (CHORD BEARS N05'02'40"W 180.34 FEET); THENCE N21'45'13"E A DISTANCE OF 94.11 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 250.00 FEET AND A CENTRAL ANGLE OF 76'26'33", A DISTANCE OF 333.54 FEET (CHORD BEARS N16'28'05"W 309.35 FEET); THENCE N54'41'23"W A DISTANCE OF 61.89 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 200.00 FEET AND A CENTRAL ANGLE OF 57'52'51", A DISTANCE OF 202.04 FEET (CHORD BEARS N25'44'58"W 193.56 FEET); THENCE NO3'11'31"E A DISTANCE OF 28.30 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 250.07 FEET AND A CENTRAL ANGLE OF 11'59'45", A DISTANCE OF 52.36 FEET (CHORD BEARS NO2'39'59"W 52.26 FEET); THENCE N08'39'53"W A DISTANCE OF 270.43 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 250.00 FEET AND A CENTRAL ANGLE OF 22'20'46", A DISTANCE OF 97.50 FEET (CHORD BEARS NO2'30'30"E 96.89 FEET); THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 250.00 FEET AND A CENTRAL ANGLE OF 15'04'18", A DISTANCE OF 65.76 FEET (CHORD BEARS N06'08'44"E 65.57 FEET); THENCE N01'21'15"W A DISTANCE OF 148.38 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 100.00 FEET AND A CENTRAL ANGLE OF 65'32'54", A DISTANCE OF 114.40 FEET (CHORD BEARS N34'07'42"W 108.27 FEET), THENCE N66'54'08"W A DISTANCE OF 269.12 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 100.00 FEET AND A CENTRAL ANGLE OF 159'47'12", A DISTANCE OF 278.88 FEET (CHORD BEARS N12'59'28"E 196.90 FEET); THENCE S87'06'57"E A DISTANCE OF 87.56 FEET; THENCE NORTH A DISTANCE OF 264.62 FEET; THENCE N45'19'25"W A DISTANCE OF 707.72 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF SAID SECTION 26; THENCE N89'53'39"E ALONG SAID NORTHERLY BOUNDARY A DISTANCE OF 285.17 FEET; TO THE POINT OF BEGINNING; SAID PARCEL CONTAINING 38.071 ACRES, MORE OR LESS. PROPERTY DESCRIPTION PARCEL 27 A PARCEL OF LAND SITUATED IN SECTION 25 AND 26, TOWNSHIP 6 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SECTION 25, THE POINT OF BEGINNING; THENCE S89'59'44"E ALONG THE NORTHERLY BOUNDARY OF SAID SECTION 25 A DISTANCE OF 1491.79 FEET; THENCE LEAVING SAID NORTHERLY BOUNDARY SOUTH A DISTANCE OF 1417.75 FEET; THENCE N80'08'10"W A DISTANCE OF 194.10 FEET; THENCE N68°25'54"W A DISTANCE OF 426.58 FEET; THENCE N72°05'07"W A DISTANCE OF 215.46 FEET; THENCE N22°40'22"W A DISTANCE OF 590.94 FEET; THENCE N88'54'53"W A DISTANCE OF 132.62 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 300.00 FEET AND A CENTRAL ANGLE OF 18'47'44", A DISTANCE OF 98.41 FEET (CHORD BEARS 581'41'15"W 97.97 FEET); THENCE N15'25'09"W A DISTANCE OF 117.13 FEET; THENCE N55'18'09"W A DISTANCE OF 902.95 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF SAID SECTION 25; THENCE N89'53'39"E ALONG THE NORTHERLY BOUNDARY OF SAID SECTION 25 A DISTANCE OF 532.00 FEET TO THE POINT OF BEGINNING; SAID PARCEL CONTAINING 36.363 ACRES, MORE OR LESS. CERTIFICATE OF DEDICATION AND OWNERSHIP: THE UNDERSIGNED, BEING THE OWNER IN FEE SIMPLE OF CERTAIN LAND IN GARFIELD COUNTY, COLORADO DESCRIBED AS FOLLOWS: LOT 14, LOT 22, LOT 24, LOT 25, LOT 26 AND LOT 27 OF HIGH ASPEN RANCH AS SHOWN ON THE PLAT THEREOF RECORDED AS RECEPTION NO. 571758 OF THE GARFIELD COYNTY CLERK AND RECORDER'S OFFICE; SAID PARCEL CONTAINING 222.098 ACRES, MORE OR LESS, HAS BY THIS AMENDED HIGH ASPEN RANCH PLANNED COMMUNITY PLAT OF LOTS 14, 22, 24, 25, 26 AND 27 LAID OUT, PLATTED AND DIVIDED THE SAME INTO LOTS AS SHOWN HEREON, AND DESIGNATES THE SAME AS "HIGH ASPEN RANCH, AMENDED" IN THE COUNTY OF GARFIELD, COLORADO; AND DOES HEREBY DEDICATE TO THE COMMON USE OF THE LOTS SHOWN HEREON, FOR ACCESS, ROADWAY, AND UTILITY PURPOSES, THE ROADS, AND RIGHTS-OF-WAY SHOWN HEREON; AND DOES FURTHER DEDICATE TO THE COMMON USE OF THE LOTS SHOWN HEREON, THE TRAIL CORRIDOR EASEMENTS AND UTILITY EASEMENTS SHOWN HEREON. THE RIGHT--OF-WAY EASEMENTS SHOWN HEREON THAT ARE RESTRICTED TO THE USE OF LESS THAN ALL OF THE LOTS SHOWN HEREON, ARE DEDICATED TO THE COMMON USE OF THE LOTS THAT ADJOIN SUCH RIGHT-OF-WAY EASEMENTS AND THE LOTS ENCUMBERED THEREBY. THE OWNER DOES FURTHER STATE AND DECLARE THAT THE PROPERTY SHOWN HEREON SHALL BE SUBJECT TO THE DECLARATION OF PROTECTIVE COVENANTS FOR HIGH ASPEN RANCH RECORDED AS RECEPTION NO. _ _____ OF THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE, GARFIELD COUNTY, COLORADO EXCEP__T TO__THE EXTENT ANY PORTION OF THE PROPERTY HEREON IS DE --ANNEXED PURSUANT TO THE PROVISIONS OF SAID DECLARATION, EXECUTED THIS _ DAY OF �---------- 2001. HIGH ASPEN RANCH, LLC., A COLORADO ITED LIABILITY COMPANY BY: _ !i ------- STATE OF COLORADO ) SS. COUNTY OF GARFIELD ) OWN 5 THE FACKNOING WLEDGED CERTIFICATION BEFORE MEF DEDIC�T QN AND THIS DAY OF ----._ cc 105m&. -- 2001 BY PATRICK E. SESSIONS, PRESIDENT OF P.E. SESSIONS AND ASSOCIATES, INC., MANAGER OF HIGH ASPEN RANCH, LLC. � 611 WITNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES: ARY PIdWIC 1.) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N 00'13'49" E BETWEEN THE EAST QUARTER CORNER OF SECTION 36, A STONE IN PLACE AND THE NORTHEAST CORNER OF SECTION 36, A 1924 GLO BRASS CAP IN PLACE. 2.) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND EASEMENTS OF RECORD OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN THE TITLE COMMITMENT PREPARED BY PITKIN COUNTY TITLE, INC. DATED DECEMBER 6, 1999 (CASE NO. PCT1412OC3). 3.) DATE OF SURVEY WAS MAY 14, 17, 18 AND 24, 1999. 4.) THE BOUNDARY SHOWN HEREON FROM THE EAST QUARTER CORNER OF SECTION 36 CLOCKWISE TO THE NORTH QUARTER CORNER OF SAID SECTION 36 IS BASED ON THE PLAT OF HOMESTEAD ESTATES, THE BOUNDARY FROM THE NORTH QUARTER CORNER OF SECTION 36 TO THE SOUTHWEST CORNER OF SECTION 25 IS BASED ON AN ACTUAL SECTION SPLIT OUT OF SECTION 25, THE BOUNDARY FROM THE SOUTHWEST CORNER OF SECTION 25 TO THE NORTH QUARTER CORNER OF SECTION 25 IS BASED ON A SURVEY PREPARED BY CLAYCOMB ENGINEERING DATED JULY 2, 1984, THE BOUNDARY FROM THE NORTH QUARTER CORNER OF SECTION 25 TO THE EAST QUARTER CORNER OF SECTION 36 IS BASED ON AN ACTUAL FIELD AND A PREVIOUS SURVEY PREPARED BY HIGH COUNTRY ENGINEERING, INC. DATED JULY 26, 1993. 5.) FIELD LOCATION OF ON SITE IMPROVEMENTS AND EXCEPTIONS, DITCHES ARE BASED ON AERIAL PHOTOGRAPHY AND VERIFIED IN THE FIELD. SURVEYOR'S CERTIFICATE I, FRANK W. HARRINGTON, TO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO; THAT THIS PLAT IS TRUE, CORRECT AND COMPLETE AS LAID OUT, PLATTED AND SHOWN HEREON; THAT THIS PLAT WAS MADE BY ME FROM AN ACCURATE SURVEY OF THE REAL PROPERTY PERFORMED BY ME OR UNDER MY DIRECT SUPERVISION AND CORRECTLY SHOWS THE LOCATION AND DIMENSION OF THE LOTS THAT COMPRISE SPRING PARK MEADOWS AS THE SAME ARE STAKED UPON THE GROUND; AND THAT THIS PLAT MEETS THE REQUIREMENTS OF A LAND SURVEY PLAT AS SET FORTH IN C.R.S. 38-51-102(12) AND OF A PLAT AS SET FORTH IN C.R.S. 38-33.3-209. SURVEY PRECISION IS GREATER THAN 1:10,000. DATED w TITLE CERTIFICATE t*416 v-x�Cl I i4` I _!/1W - OF STEWART TITLE OF GLENWOOD SPRINGS DO HEREBY CERTIFY THAT I HAVE CAUSED AN EXAMINATION TO BE MADE OF THE REAL PROPERTY HEREIN DESCRIBED AND BASED ON THAT EXAMINATION, HEREBY CERTIFY THAT HIGH ASPEN RANCH, LLC CONSTITUTES THE RECORD FEE SIMPLE OWNER OF ALL THE REAL PROPERTY HEREIN DESCRIBED AND EXCEPT FOR THE FOLLOWING MATTERS, THE PROPERTY IS FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES, 1. LIEN AND DEED OF TRUST DATED MAY 19, 2000 AND RECORDED MAY 24,2000 IN BOOK 1188 AT PAGE 908 AS RECEPTION N0, 5639111, GARFIELD COUNTY, COLORADO. 2. LIEN AND DEED OF TRUST DATED APRIL 14, 2000 AND RECORDED APRIL 19, 2000 IN BOOK 1182 AT PAGE 964 AS RECEPTION NO. 562233, GARFIELD COUNTY, COLORADO. STEWART TIT �iiLE OF NWOOD SF+FiINGS� u CLERK AND RECORDER'S CERTIFICATE G THIS ELD COUNTY CLERK ANDAT FOR RCORDERHATSPE CLOCK WAS 1"DM FOR ONRECD THOERS?;gDAOFFICE YFOF THE OF 10- l �_, 200 , AS RECEPTION NO. ------ /� F ---leoc ---------------- CLEk AND RECORDER Y..��� -_- -------- DEPUTY Z cn w ly am I zoo Z_0� w c U 0 Z Ld ZZa:LL W � LL. ��(i)� Wow Z 2 © clo 4m�0 =s JIN � IZ O J � \ � o 3 i r= U Cn wLnlr Q cn cc w CL w � 0) to ace) \ C� _j Q 0 w LIJ I- Lli Uj L� az Q -i c) L� zoo Z_0� w c U 0 Z Ld ZZa:LL W � LL. ��(i)� Wow Z 2 © clo 4m�0 =s JIN � IZ PROJECT NO. 2000015.04 SHEET 1 w 0 J � Q o 3 i r= U Cn Q cn cc w CL w 0) to ace) PROJECT NO. 2000015.04 SHEET 1 AMENDED PLANNED COMMUNITY P FOR HIGH A E E1 2NE1 4 LOT 3 AND LOT 10 OF SEC. 26, ALL OF SEC. 25 EXCEPT THE NE1 /4NE1 /4 AND A PARCEL OF LAND BEING TI -I / / LOT 1, THE NE1/4N/ 5 EI 4 AND A PORTION OF THE SEI/4NE1/4 OF SEC. 38, T.6 S., R.88 W. OF THE 0TH P.M. AND LOT 1, 3, 4, , 6 AND THE SEI/4N1/4 OF SEC. 30 AND LOT 19 7 AND A PORTION OF LOT 2 AND THE SE1/4NW1/4 OF SEC. 31, T.6 S., R.87 W. OF THE 8TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO SHEET 2 NE COR. SEC. 30 PARCEL 17 PARCEL 22 PARCEL 24 PARCEL 26 HOMESTEAD HOMESTEAD ESTATES HOMESTEAD ESTATES � PARCEL 28 STONE FOUND HOMESTEAD ESTATES HOMESTEAD ESTATES • p " 2649 61 S 89#5822" E 1319.65 S $9'58'22" E 1319.65' N 89'57'15" E 2672.55' N $x 57'15" E ESTATES 2672.55' 9'53' 39" E 313.00' _ S 89 59 44 E _ _ - .._. _ - - - ._....._ - _.:. ;..:�. - - ...�...._ - - r` -- - - _._. _..._ -1/1-6S-EC.- - �. � NW COR. SEC. 30 N 1/4 SEC. 25� // E 1 /16 SEC. 24 I 1924 GLO BRASS N 1/4 SEC. 30 E 1/16 SEC. 23 \\ \ \ �NW COR. SEC. 25 - I r — _ - - -192 LO BRA // & SEC. 25 CAP FOUND FOUND ALUMINUM CAP & SEC. 26 \ \ \ 1824 GLO BRASS ( I � // 3-1/4" ALUM. CRP \ / - CAP F ND / 3" ALUM. CAP (FND) CAP FOUND - -- _ \ / O LS #19598 (SET) ` / _ f 1 z 4. ♦\\\ \ \\ - - -1/ I/ k i \ /// I � LOT 2 NEI /4NW1/4 rn SEC. 30 SEC, 30 II A NEI/4NE1/4 SEC. 25 / /i�— 25ff � !\\ I I w kk t L4 NE 1/16 SEC. 25 � ! \ I 1 3" ALUM. CAP I N -c 1/16 SEC, 30 FOUND " ALUMINUM CAP I I I S 89'55'33" E 1319.07' N 89'59`19" E 2673.99' E1 /2NE1 /4I SEC. 26 26 !� f ���L� -� - �� t // N�/16 SEC. 25///A �� _ / \ / & SEZ`. 30 //�SE Wl 26� /``\�// OAN6i�\AP7'//�\10 -------_ ---_ �//o SEI/4NE1/4 // rn //4NW1/4r� W1 /2NE1 /4 \ 1 SEC. / / / EC. 30 SEC. 25LOT 3j sEe. 3© / n24 CEN7 R sE 25 I \ \ I I I I ,_,f / f ff k I I _ _ \ _ / { E 1/4 SEC. 30 I 117/ /// • \,�\\ fOUN© �C ` ` \ \ I I I k /i /� y 1 ` ` ` _ / / I % ( ( I I I STONE FOUND W 1/-+ SEC. I \ \ 1924 GLO BRASS k[ I // ` �-- -- - - -� / / - - - I r \ CAP FOUND \` _ I t I ` " / / _ '3 L..... _ - \ I \ \ k k / // / S $9'58'37" E 1 .� zsi5.44 � — � s $9'58'37" E k \ \ \ \ S 59`52'44 E \ 2649.37' $9' 2'44 E ___ \ \Iv- 2636.98' { / / - -—_ / -r- 13 _ - - - - - - - 2664.59' Ln w �2Lo w 0a Of a - V) 0 s PARCEL 12 HOMESTEAD ESTATES E -C 1/16 \ \ \ \\ `\\; ` \ \ �� � - I k� \ \` \ \ k\ E924 1/4SEC, % / j / / IIII // III / W \ \ \ \ \ I \ \ AP FOUND SEC. 26 \ \ \---�-'�' �'-' -� \ �-- 3-1/4" ALUM. CAP \ \ ! ! \ � \ �. � / / / LS #19598 (SET) \ \ ! �` \ \ \ \, r f 1 0 i II II II II lI II II II �k \\\ - _ / ♦ \ / \ \ / / / / / // / LOT 6 f f CENTERS 3 \ \ \ I ik / / /� \\\ \ \ f f \ ` // / \ // / SEC. 30I I 3" ALUM.AP f p ��\\ s �'\ \ \ \ � %LOT 4 fl/, / I f FOUND I rF1 fi 142.2'76 Ac.\ _%� _ _ \ a �\ // \ \ Q / SEC. 30 NW1 4SE1 /4 / / �\ / \ j2SW1 /4 l [// I 1 / \ \\ / 0) LOT 3 \ -- i SEC. 25 I [ Q / \ \ NE1/4SE1/4 l L I SW 1/16 SEC. 25 �1 No I I ` / \ _ / / I I I I I SEC. 26 / -' - REBAR & CAP L.S. i I I / I \ = ` SEC. 25 \ // �`♦\\ / / I I I I N #19598 SET (REBAR & 3" ALUM. CA�' r / BEARS N 03'14'52" W / \ 4.39') � I - S89`4955"W 1324.83 S 1/16 SEC. 25 & SEC. 26 REBAR & CAPI L.S. #19588 (REBAR &CAP L.S. Z ♦ \ ♦ \\ I I I I �� #9015 FOUND BEARS k p 1 \ \\\ \ \ \\ J S 02'30'57 E 4.39') I k 0 LOT 5 to C? \ I I t p SEC. 300 C3 I t©ny LOT I I I LOT 2 \ `\ _ —. / �� �� LOT 1 / I W SEC. 25 - k SEC. 25 I \ r \\ ! 1 LOT 4 (SEI /4SEI /4) , 1 SEC. 30 1 LOT 10 { PARCEL 6 ( I I \ r ! \ \ SECT 3 f f SEC. 25 SEC. 26 I m HOMESTEAD ESTATES I I \ } \ \\ NE R. SEC. 36--l" i.N o I I I I ,CAP EE4UN D I SE COR. SEC. 26 I 0 " I I ♦ \ 1 � \\ / / f f I � \ � �// f f \� 1924 GLO BRASS I k k CAP FOUND k S 1/4 SEC. 30 I POINT OF BEG[NNiN& I I / S 1/4/SE . ' 5 I / ` / ; ' h ` STOKE FOUND I ( W 1 16 SEC. 25 � \ / � I #5 REBAR d AR - --4 9,L( GLO ;BR �S`_ \ \ - - - M \\' I - _ 1 \ \ / / I _ CAP FO�JD \ ♦ ^ - \ s 89.0'22" \ 2675.86' _ _....----_ _.._—_ --- � , I _._, N $9'54'4$" E 1293.81' / \ \ S 89'54 48 W 1293:79 �` } ` � _..._._ — — — ..._. — — �....._.......- — _ s $8.59'30" W 1094.99' S 89`59 3D Vit 1324.98 �� / I \j 89'52 41 Vii 12 E 1/16 SEC. 25 N 1 /4 SEC. 36 E 1/16 NW COR. SEC. 36 SEC. 26 1924 GLO BRASS S 89'25: 9'} 1924 GLO BRASS 3-1/4" ALUM. CAP CAP FOUND CAP FOUND LS #19598 (SET) 49 51 / I PARCEL 9 HOMESTEAD ESTATES PARCEL 7 HOMESTEAD ESTATES PARCEL 4 HOMESTEAD ESTATES PARCEL 3 HOMESTEAD ESTATES PARCEL 2 HOMESTEAD ESTATES 1119,17 �►I Ii / �//I/ / I ^1dk REBAR & CAP - LS #19598 (FIND N 89'58 PARCEL 1 173. HOMESTEAD ESTATES SE1/4NEI/4 N 38*31 SEC, 36 31.i REBAR & CAP - LS #19598 (FND) N 1/16 C. 36 & SEC. 31 3" ALUM. CAP _ I LS #19598 (FND) " W O S , 31 1 f l SE 1 /4 SEC. _ EC SEC. 31 #4 REBAR FOUND i-----J_._L_---- -..._.---_ REBAR & CAP L.S. ##3317 BEARS N 89'57'59" E 1.53' 3 \COV—AMEN 2000015.04 10/05/01 LOT 1 SEC. 31 NEI /4NEI /4 f LOT 7 ! SEC. 36 I \ I I I 195.12' I \ 1 I #5 REBAR FOUND 1119,17 �►I Ii / �//I/ / I ^1dk REBAR & CAP - LS #19598 (FIND N 89'58 PARCEL 1 173. HOMESTEAD ESTATES SE1/4NEI/4 N 38*31 SEC, 36 31.i REBAR & CAP - LS #19598 (FND) N 1/16 C. 36 & SEC. 31 3" ALUM. CAP _ I LS #19598 (FND) " W O S , 31 1 f l SE 1 /4 SEC. _ EC SEC. 31 #4 REBAR FOUND i-----J_._L_---- -..._.---_ REBAR & CAP L.S. ##3317 BEARS N 89'57'59" E 1.53' 3 \COV—AMEN 2000015.04 10/05/01 LOT 1 SEC. 31 LOT 7 1 % / SEC. 31 k 1119,17 �►I Ii / �//I/ / I ^1dk REBAR & CAP - LS #19598 (FIND N 89'58 PARCEL 1 173. HOMESTEAD ESTATES SE1/4NEI/4 N 38*31 SEC, 36 31.i REBAR & CAP - LS #19598 (FND) N 1/16 C. 36 & SEC. 31 3" ALUM. CAP _ I LS #19598 (FND) " W O S , 31 1 f l SE 1 /4 SEC. _ EC SEC. 31 #4 REBAR FOUND i-----J_._L_---- -..._.---_ REBAR & CAP L.S. ##3317 BEARS N 89'57'59" E 1.53' 3 \COV—AMEN 2000015.04 10/05/01 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTON 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 CERTIFICATION SHOYM HEREON. z 0 AMENDED PLANNED .N 89"53139" E 1313.00' - -- -495.82_ - .........- - -.\ ; -285.17 - - \ `\-330.98'-_ - N89'59'00"E 391.31' �, ♦ \ \ \ ? 0 9 n COMMUNITY SHEET 3 S 89°59'44" E HIGH ASPEN 2649.61' .031-----------------__..-.- -----1491.79_--------._....._-.._..----- JD,Ut:) :..-..:....-------.--���-e--T ------ `��x. 100' TRAILTL1 26 CORRIDOR ~ - F \ 100s - 10 , -----�.._-� I I S9o00'00"E \ or C01�'RI�r / 470.00' \ 60; ACCESS & UTIL. ESMT// / �A 9 gL5j � - _ _ AC91 I \\ 0 \ 30 BOTH SIDES OF RD. Ce v 4L -S-4 AC50 \ N \ ♦♦ \ \ `/! ory _-� ` I 70'R I I \ a BUILDING cn \ \ \ \ \ ENVELOPE i°o `\ , \ \ \ \ \ f OI � 45 S90'00'00 "E 4- f--__ , 45.00' T F j 4 .7 _ / I PARCEL 28 \ 47 PARCEL 27 I I 39.014 AC+/- \ S89'59'0011W 5030.00' ' _ -_ - i _ I !✓ - - - 1818 OVERLOOK DRIVE 0 \ -{ o 36.363 AC+/- '� wl Q� �( \ 100 0 1686 OVERLOOK DRIVE 3 WELL 4 AC4600 v to PARCEL 25 C \ Q OZ 110 1 �� BUILDING cn o ENVELOPE a 40.021 AC+/- I I I .� ;, ENVELOPE 1 QI Q 1 1251 OVERLOOK DRIVE !\ �\ r16��g,' j 11 I i z V) \ ro \ C4, Z'4T�N90'00'00"W .. N901<3'00"I s \ \ ORRi o C c25 N N90ro0'oo"w _ I 40.00' 162,So �,s` � \,a`vn �1 1 i 475.00' [ I 2 I N90'00'00"E 538.30'w. '' v 6 BUILDING o� it �I I ENVELOPE tit `'� -, iT ] S` , \ f 9 _ I fl !� �� �\ag \o �, ` 1 `010870-, y BUILDING I C21 11 N 00 ENVELOPE k >� 00 1 a PARCEL 26 \ 1 // J _ ''•'= w- '�- c 38.070 AC+/- \\ •' \ / \ \��, I _- 1268 OVERLOOK DRIVE / / ! Vo t I \,� O) ,g N9i3'00o w 830.00 �j I � I4� f 1 \'oma \`�� // -� 1565 %5i' I c22 `1 \ \ \ \', c� \ \ \60 -.. 1 0 -� '----------N--9 1')0'00-W-------- --}- _ I ,_- CD I �a �`� �'� ����/ P�� / \ 100' TRAIL 60 ACCESS &UTILITY EASEMENT. ---� �� r3+ C,�• / / , �� $� !i c21 1 �d �\ O CORRIDOR rL76 i I 30' BOTH SIDES OF PARCEL BDRY.! \\ lux { I \ \\ \ \\ \ ` � / / 1 C,�� / / / / / / e� �57=4,20» - ..._ _` '58'36"E \ !\x 14 I PARCEL 14 !� Ira, " wal r�l W( z 0 0 o' 0 0 E Col QC C a I /F- 800.00 - \ C �� ,Eo \ \\ \ 36.023 AC+/- '&,- 100' I /' \ \ 0172 OVERLOOK DRIVE �� I I � jp°� \ \ as Lo �0 PARCEL 24 , {II ►� / / ; ��� -�\F �\ ��� cx►., 36.370 AC+/ - I w \ 106OVERLOOK b � �� / // / / ♦ � � � I � \ \ � cxs 1 RLOOK DRIVE ENVELOPE Ln a / / / / / \ ` a. `C� \T�> I\ \ \ zo BUILDING PARCEL:. 22 ovERLonIC DRIVE \ ENVELOPE I I I / 35.251 AC+/- ♦� \\ X6 5 q rn t r \ \ \\ \ G1 // 0966 OVERLOOK DRIVE \ 1 875.3 68 r \ \ \\ \ \ O \\ \ �; �''£ S85'26'06"E ` y I \ s -- ____ 6s9.32' I \--10' DOWN GUY EASEMENT \ \ \ I B 686 ®P 427, EX. X17 \ \ \ J.fO."� AC34\\ \�\ I \ \ \ !1018\ ♦ /� r�9 140, ._ TL87 46 Co BUILDING ♦ \ \ RiQ4 I \ \ I I 11 ENVELOPE 5 / \ \ \ TL97 TL89 TC52 944 /\ �_ TC53. c� ;� \ \ \\\ o }{f {j '5�' 60' ACCESS & UTIL. ESMT. // /// / ♦�\ O �c _^"O 30' BOTH SIDES OF RD. CL-�`/ / / / \♦ 11 �9 I-90'- PARCELX28 °�• \ \ ©o { I1 Si _ -- -- 7^ /tea X13 2� • \\ J_ _ - 2 3 so\� \ \ \ \ . u �( j _ ! TL122 �" _ _ - _ �, / \\ -� 36.215 AC+/- \ \ r II 1 100' TRAIL ��' _ _ �-- -- � AC \ 1.6 ♦ �- -- Vii% �.. _ / I 0683 OVERLOOK DRIVE � \ c �\ i�: I CORRIDOR _ `- ,.. _ '-- -- / _ .. --19"/A 56 R[� WELL3r�� !! (�`� 60' ACCE & UT S , i ! li IT 1003 AC38 _ _ L 30 BOTH IDES C ti �z CORRIDOR AL 4 .� pR o I s`so BUILDING $,�i/ C TL108 _ -- AC37Ny3� \ ENVELOPE C7 L8 - C-8 C� -t. / P % / / 1 �I BUILDING ACS 1 / _ `c�1 - A��S / / / �'! - I� ENVELOPE 2S,p5. 100 \C44 7 L111 { (C6 AC2� 4 _ A�� i �A��t 2 B DING s`5 A! AC45 ` (' ti y I \ 36.151 AC+/- I `�. 2''' E IWILOPE G40 1690 HIGH ASPEN DRIVE \ \ f \ `,,\ 7 0100'.00 f// 35.' .0 AC+ 6 'tY ` 184_34 - �>>-- .i/ I � � \ ��� \ � �/ //L123 / 1649 HI `ASPEN s 100 TRAIL CORRIDOR \ TL116 �' �,� \ \ N 79#1037" 3 � ..:._ __.. - - - - - \I�'90"O£i'U:0" Y� X27.27' BUILDING � > >� i ENVELOPE a I 5 8 9o 4 9 5 6 1324.83 _ I f f (1 f TC5 7 GRAPHIC SCALE 200 0 100 244 440 ( IN FEET ) 1 inch = 200 it. 800 LEGEND M ffMWMM N 11 WWM MATCHLINE --- - - BUILDING ENVELOPE - --- - - IRRIGATION OR DRAINAGE DITCH -------------------- EASEMENT AS NOTED ................. LINE TABLE MBEARING LINE LENGTH AL37 29.93 N 56'36'58" W AL38 75.62 N 04'58'10" W AL39 35.63 S 47'24'36" W AL40 67.89 S 30'23'17" W AL41 69.30 S 70'52'18" W AL42 40.67 S 89'23'00" W AL43 259.38 S 53"53'26" W AL44 72.35 S 69'41'0.8" W AL45 155.30 N 82'09'1.0" W AL46 46.57 S 83`21'20" W AL47 22.30 S 82'10'01" E AL48 46.58 N 03'41'48" E AL49 30.77 S 87 06'57" E AL50 66.27 S 88'54'53" E AL51 64.97 N 10*35'01" E AL52 94.51 N 40'44'03" E AL53 155.69 S 74'34'37" E AL54 34.93 S 79'58'39" E Li 83.80 N 36'48'57" E L2 6.56 N 22'17'32" E L3 81.46 S 58'42'53" W L4 66.36 N 01'34'51" W L5 235.99 N 6139'42" W L6 81.25 S 84.20'23" W L7 145.51 N 59`40'08" E L8 24.41 S 89'40'28" E L9 106.64 S 70'33'52" E L10 87.74 N 90'00'00" E L11 38.11 N 41'35'00" E L12 11.93 N 03'53'33" W L13 233.35 N 2253'26" E L14 136.92 S 37'02'45" E L15 50.61 N 50'58'57" W L16 14.49 S 02'01'26" E L17 17.38 S 59'24'17" E L18 122.89 N 03'41'48" E L19 105.87 N 08'14'17" E L20 159.85 N 07'42'39" E L21 68.01 N 36'51'57" W L22 97.31 N 38'49'43" W L24 94.11 N 21'45'13" E L25 61.89 N 54'41'23" W L26 28.29 N 03'11'30" E L27 148.38 N 01'21'15" W L28 87.56 S 87'06'57" E L29 117.13 S 15.25'09" E L30 132.62 1 S 8854'53" E L31 91.17 N 56'1O'13" W L32 46.29 N 11'43'5.0" W L33 40.96 N 29'50'26" W L34 11.87 N 64'44'51" E L35 4.95 N 67'34'55" E L36 47.80 N 05'51'31" W L123 184.26 S 88'50'37" E L124 213.47 N 69'16'04" E L125 120.42 N 33'21'27" E TL55 294.75 N 25'43'23" W TL56 320.00 N 13'50'39" E TL57 200.68 S 72'05'07" E TL58 430.34 N 68'25'54" W TL59 345.02 N 21'12'31" W TL60 227.47 N 53'17'57" W TL61 590.82 N 86'39'05" W TL62 430.51 N 2114'12" W TL63 140.65 N 51'28'27" W TL64 610.67 N 87'44'05" W TL65 450.10 N 6652'13" W TL66 332.74 S $9'08'30" W TL67 222.08 N 75'57'11 W TL68 359.07 N 7557'11 " W TL69 359.07 N 75'57'11" W TL70 340.91 S 89'08'3.0" W TL71 452.94 N 66'52'13" W TL72 621.64 N 87'44'05" W TL73 195.19 N 51'28'27" W TL74 393.31 N 21'14'12" W TL75 393.31 N 21 `14'12" W TL76 556.56 N 86'39'0.5" W TL77 286.19 N 53'17'57" W TL78 330.06 N 21'12'31" W TL79 383.44 N 68'25'54" W TL80 311.74 S 2426'53" E TL81 354.15 N 37'41'33" W TL82 273.47 S 5.916'15" W TL83 273.03 S 2131'45" E TL84 458.08 S 43'30'13" E TL85 339.38 S 69'05'52" E TL86 378.23 S 59'19*00" E TL87 314.98 S 87.00'47" E TL88 111.11 S 47'12'26" E TL89 65.13 S 77'11'29" E TL90 53.28 N 57'40'19" E TL91 393.90 N 53 37'41" W TL92 578.58 S 77'32'17" E TL93 146.20 N 34`46'24" W TL94 357.07 N 53'37'41" W TL95 91.91 N 77'11'29" W TL96 101.68 N 47'12'26" W TL97 303.43 N 87'00'47" W TL98 394.32 N 59'19'60" W TL99 353.53 N 69'05'52" W TL100 500.21 N 43'30'13" W TL101 377.56 N 21'31'45" W TL102 245.62 N 59'1615" E TL103 252.80 N 37'41'33" W TL104 472.09 N 24'26'53" W TL105 334.54 N 13'50'3.9" E TL106 232.82 N 25'43'23" W TL107 175.95 S 5653'07" E TL108 428.99 N 83'12'28" E TL109 298.13 S 15 57'40" W TL110 493.34 N 72'46'10" E TL111 172.69 S 00.10'04" E TL112 382.35 S 55'51'27" E TL113 233.94 N 90`00'00" E TL114 106.63 N 69'45'48" E TL115 15.00 N 3433'37" W TL116 234.55 N 90'00'00" W TL117 298.82 N 55'51'27" W TL118 255.16 N 00'I0'04" W TL119 443.72 S 72'46'10" W TL120 149.75 N 15'57'40" E TL121 210.36 N 15'57'4.0" E TL122 650.87 S 83'12'28" W TL126 689.53 S 89'59.'44" E TL127 740.16 S 26'57'11 " E NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTON 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 CERTIFICATION SHOYM HEREON. z 0 AMENDED PLANNED .N 89"53139" E 1313.00' - -- -495.82_ - .........- - -.\ ; -285.17 - - \ `\-330.98'-_ - N89'59'00"E 391.31' �, ♦ \ \ \ ? 0 9 n COMMUNITY SHEET 3 S 89°59'44" E HIGH ASPEN 2649.61' .031-----------------__..-.- -----1491.79_--------._....._-.._..----- JD,Ut:) :..-..:....-------.--���-e--T ------ `��x. 100' TRAILTL1 26 CORRIDOR ~ - F \ 100s - 10 , -----�.._-� I I S9o00'00"E \ or C01�'RI�r / 470.00' \ 60; ACCESS & UTIL. ESMT// / �A 9 gL5j � - _ _ AC91 I \\ 0 \ 30 BOTH SIDES OF RD. Ce v 4L -S-4 AC50 \ N \ ♦♦ \ \ `/! ory _-� ` I 70'R I I \ a BUILDING cn \ \ \ \ \ ENVELOPE i°o `\ , \ \ \ \ \ f OI � 45 S90'00'00 "E 4- f--__ , 45.00' T F j 4 .7 _ / I PARCEL 28 \ 47 PARCEL 27 I I 39.014 AC+/- \ S89'59'0011W 5030.00' ' _ -_ - i _ I !✓ - - - 1818 OVERLOOK DRIVE 0 \ -{ o 36.363 AC+/- '� wl Q� �( \ 100 0 1686 OVERLOOK DRIVE 3 WELL 4 AC4600 v to PARCEL 25 C \ Q OZ 110 1 �� BUILDING cn o ENVELOPE a 40.021 AC+/- I I I .� ;, ENVELOPE 1 QI Q 1 1251 OVERLOOK DRIVE !\ �\ r16��g,' j 11 I i z V) \ ro \ C4, Z'4T�N90'00'00"W .. N901<3'00"I s \ \ ORRi o C c25 N N90ro0'oo"w _ I 40.00' 162,So �,s` � \,a`vn �1 1 i 475.00' [ I 2 I N90'00'00"E 538.30'w. '' v 6 BUILDING o� it �I I ENVELOPE tit `'� -, iT ] S` , \ f 9 _ I fl !� �� �\ag \o �, ` 1 `010870-, y BUILDING I C21 11 N 00 ENVELOPE k >� 00 1 a PARCEL 26 \ 1 // J _ ''•'= w- '�- c 38.070 AC+/- \\ •' \ / \ \��, I _- 1268 OVERLOOK DRIVE / / ! Vo t I \,� O) ,g N9i3'00o w 830.00 �j I � I4� f 1 \'oma \`�� // -� 1565 %5i' I c22 `1 \ \ \ \', c� \ \ \60 -.. 1 0 -� '----------N--9 1')0'00-W-------- --}- _ I ,_- CD I �a �`� �'� ����/ P�� / \ 100' TRAIL 60 ACCESS &UTILITY EASEMENT. ---� �� r3+ C,�• / / , �� $� !i c21 1 �d �\ O CORRIDOR rL76 i I 30' BOTH SIDES OF PARCEL BDRY.! \\ lux { I \ \\ \ \\ \ ` � / / 1 C,�� / / / / / / e� �57=4,20» - ..._ _` '58'36"E \ !\x 14 I PARCEL 14 !� Ira, " wal r�l W( z 0 0 o' 0 0 E Col QC C a I /F- 800.00 - \ C �� ,Eo \ \\ \ 36.023 AC+/- '&,- 100' I /' \ \ 0172 OVERLOOK DRIVE �� I I � jp°� \ \ as Lo �0 PARCEL 24 , {II ►� / / ; ��� -�\F �\ ��� cx►., 36.370 AC+/ - I w \ 106OVERLOOK b � �� / // / / ♦ � � � I � \ \ � cxs 1 RLOOK DRIVE ENVELOPE Ln a / / / / / \ ` a. `C� \T�> I\ \ \ zo BUILDING PARCEL:. 22 ovERLonIC DRIVE \ ENVELOPE I I I / 35.251 AC+/- ♦� \\ X6 5 q rn t r \ \ \\ \ G1 // 0966 OVERLOOK DRIVE \ 1 875.3 68 r \ \ \\ \ \ O \\ \ �; �''£ S85'26'06"E ` y I \ s -- ____ 6s9.32' I \--10' DOWN GUY EASEMENT \ \ \ I B 686 ®P 427, EX. X17 \ \ \ J.fO."� AC34\\ \�\ I \ \ \ !1018\ ♦ /� r�9 140, ._ TL87 46 Co BUILDING ♦ \ \ RiQ4 I \ \ I I 11 ENVELOPE 5 / \ \ \ TL97 TL89 TC52 944 /\ �_ TC53. c� ;� \ \ \\\ o }{f {j '5�' 60' ACCESS & UTIL. ESMT. // /// / ♦�\ O �c _^"O 30' BOTH SIDES OF RD. CL-�`/ / / / \♦ 11 �9 I-90'- PARCELX28 °�• \ \ ©o { I1 Si _ -- -- 7^ /tea X13 2� • \\ J_ _ - 2 3 so\� \ \ \ \ . u �( j _ ! TL122 �" _ _ - _ �, / \\ -� 36.215 AC+/- \ \ r II 1 100' TRAIL ��' _ _ �-- -- � AC \ 1.6 ♦ �- -- Vii% �.. _ / I 0683 OVERLOOK DRIVE � \ c �\ i�: I CORRIDOR _ `- ,.. _ '-- -- / _ .. --19"/A 56 R[� WELL3r�� !! (�`� 60' ACCE & UT S , i ! li IT 1003 AC38 _ _ L 30 BOTH IDES C ti �z CORRIDOR AL 4 .� pR o I s`so BUILDING $,�i/ C TL108 _ -- AC37Ny3� \ ENVELOPE C7 L8 - C-8 C� -t. / P % / / 1 �I BUILDING ACS 1 / _ `c�1 - A��S / / / �'! - I� ENVELOPE 2S,p5. 100 \C44 7 L111 { (C6 AC2� 4 _ A�� i �A��t 2 B DING s`5 A! AC45 ` (' ti y I \ 36.151 AC+/- I `�. 2''' E IWILOPE G40 1690 HIGH ASPEN DRIVE \ \ f \ `,,\ 7 0100'.00 f// 35.' .0 AC+ 6 'tY ` 184_34 - �>>-- .i/ I � � \ ��� \ � �/ //L123 / 1649 HI `ASPEN s 100 TRAIL CORRIDOR \ TL116 �' �,� \ \ N 79#1037" 3 � ..:._ __.. - - - - - \I�'90"O£i'U:0" Y� X27.27' BUILDING � > >� i ENVELOPE a I 5 8 9o 4 9 5 6 1324.83 _ I f f (1 f TC5 7 GRAPHIC SCALE 200 0 100 244 440 ( IN FEET ) 1 inch = 200 it. 800 LEGEND M ffMWMM N 11 WWM MATCHLINE --- - - BUILDING ENVELOPE - --- - - IRRIGATION OR DRAINAGE DITCH -------------------- EASEMENT AS NOTED z O Lu L1 Q 0 z CURVE TABLE CURVE RADIUS DELTA LENGTH TANGENT CHORD BEARING CHORD AC32 50.00 51'38'49" 45.07 24.20 S 3.0'47'34" E 43.56 AC33 400.5.6 44'47'32" 313.14 165.07 N 27'22'54" W 305.23 AC34 90.00 95'32'40" 150.08 99.16 N 84'49'04" W 133.29 AC35 1200.00 17'01'19" 356.51 179.58 S 38'53'56" W 355.20 AC36 250.00 40'25'30" 176.39 92.04 N 50'39'32" E 172.75 AC37 750.00 18'30'43" 242.32 122.22 N 80'07'39" E 241.27 AC38 200.00 33'13'01" 115.95 59.65 S 72'46'30" W 114.33 AC39 500.00 1.8`04'14" 157.70 79.51 N 60'39'01" E 157.04 AC40 300.00 28'09'42" 147.45 75.25 N 83'45'59" E 145.97 AC41 100.00 14'29'30" 25.29 12.71 N 89'23'55" W 25.23 AC42 60.00 161'04'26' 168.68 359.97 S 161106'27" E 118.37 AC43 324.63 2'27'33" 13.93 6.97 S 65'39'33" W 13.93 AC44 324.63 27'58'48" 158.53 80.88 S 80'52'43" W 156.96 AC45 165..00 94'08'11" 271.09 177.36 N 50'45'53" E 241.61 AC46 600.00 2219'40" 233.82 118.41 N 81'43'13" E 232.34 AC47 100.00 80'30'05" 140.50 84.66 N 50'50'04" E 129.23 AC48 100.00 30'09'02" 52.62 26.94 S 25'39'32" W 52.02 AC49 300.00 64'41'203" 338.71 189.98 S 73'04'43" W 321.00 AC50 622.00 20'18'23" 220.45 111.39 N 85'56'20" E 219.29 AC51 622.00 4'35'48" 49.90 24.96 N 73'29'14" E 49.89 C1 200.00 8.10'14" 28.52 14.28 N 32'43'50" E 28.50 C2 400.00 14'31'25" 101.39 50.97 S 29'33'14" W 101.12 C3 400.00 36'25'21" 254.28 131.60 N 40`30'12" E 250.02 C4 300.00 25-53'.06"1 135.53 68.94 S 7436'15" E 134.38 C5 300.001 33'59'55" 178.02 91.72 N 78'39'39" W 175.42 C6 50.00 155'19'45" 135.55 228.64 S 17'59'44" E 97.69 C7 200.00 30'39'24" 107.01 54.82 S 74'59'50" W 105.74 C8 300.00 19 06'36" 100.06 50.50 N 80'07'10" W 99.60 C9 80-00 71 34'06" 99.93 57.66 N 7339'05" E- ,. 93.56 C1fl 80.00 52'07'58" 72.79 39.13 S 6.3'56'01" W 703.31' C11 100.00 48'25'00" 84.50 44.96 N 6.5 47'3{3" E. 82 01 012 100.00 45'28'33" 79.37 41.91 N 18 X0'"43" �E `'�30 - C13 600.00 B-59'20" 94.13 47.16 S 1 6'23 4`6j' W 94 0 C14 100.00 120'03'49' 209.55 173.43 S 2"55'2 " WV ._1173 2£r C15 600.00 13'56'12" 145.95 73.33 S 4` 00 51" E 146,5q C16 400.00 48'57'31" 341.80 182.12 N 213 3'0'12" W 331.49, C17 80.003 57'28'10" 80.24 43.86 S 30 45'31."' 'E 76.92 C18 350.00 44'34'36" 272.30 143.46 N 14 34 39" W 265.49 C19 200.00 60'34'56" 211.47 116.83 S 0.8'32'15" E 201.76 020 250.00 76-26-33" 333.54 196.88 N 16'28'05" W 309.35 C21 1 200.00 57'52'51" 202.04 110 59 S 25'44'57" E 193.56 C22 1 250.07 11'59'45" 52.36 26.27 N 02'39'58" W 52.26 C23 250.00 22'20'46" 97.50 49.38 S 02'30'30" W 96.89 C24 250.00 15'04'18" 65.76 33.07 N 06'08'44" E 65.57 C25 100.00 65'32'54" 114.40 64.38 N 34'07'42" W 108.27 C26 100.00 159'47'12"278.88 561.02 S 12'59'27" W 196.90 C27 300 00 18'47'44' 98.41 49.65 S 81'41'15" W 97.97 C28 80.00 102'02'43" 142.48 98.87 S 21'10'55" W 124.38 C29 120 .00 91'45'14" 192.17 123.73 N 16'02'11" E 172.28 C30 120.00 7326 ''26" 153.81 89.51 S 30'51'42" W 143.50 031 240.00 34'30'13" 120.44 62.11 N 11'23'36" E 118.63 TC52 230.40 45'08'12" 1 181.19 1 95.59 N 80'14'25" E 176.54 TC53 330.00 42-29'48"1 244.76 1 128.32 N 8.1'33'37" E 239.19 TC54 85.00 89'34'09"1 132.88 1 84.36 S 6527'07" E 119.76 z O Lu L1 Q 0 z S 04 cr ,i cc °. 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