HomeMy WebLinkAboutPEAKVIEW ANNEXATION NO. 2 - ANX230001 - SUBMITTAL DOCUMENTS - ROUND 1 - PROPERTY OWNERSValley 14, LLC Ownership
(1) A TRACT OF LAND SITUATE IN THE EAST 1/2 OF THE SOUTHWEST 1/4 SECTION9, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE SIXTH P.M., LARIMER COUNTY,COLORADO WHICH CONSIDERING THE SOUTH LINE
OF SAID SOUTHEAST 1/4 ASBEARING NORTH 89 DEGREES 11 MINUTES 21 SECONDS WEST AND WITH ALLBEARINGS CONTAINED HEREIN RELATIVE THERETO IS CONTAINED WITHIN THEBOUNDARY LINES WHICH BEGIN AT
A POINT ON THE EAST LINE OF THE SAIDSOUTHWEST 1/4 WHICH BEARS NORTH 00 DEGREES 10 MINUTES 34 SECONDS EAST1,353.04 FEET FROM THE SOUTH 1/4 CORNER OF SAID SECTION 9 AND RUN THENCENORTH
88 DEGREES 53 MINUTES 14 SECONDS WEST 1,324.68 FEET TO THE WESTLINE OF THE SAID EAST 1/2; THENCE ALONG SAID WEST LINE, NORTH 00 DEGREES14 MINUTES 19 SECONDS EAST 1,281.36 FEET TO THE
NORTH LINE OF THE SAIDSOUTHWEST 1/4; THENCE ALONG SAID NORTH LINE SOUTH 88 DEGREES 55MINUTES 11 SECONDS EAST 1,323.28 FEET TO THE CENTER 1/4 CORNER OF SAIDSECTION 9; THENCE ALONG THE
EAST LINE OF THE SAID SOUTHWEST 1/4, SOUTH00 DEGREES 10 MINUTES 34 SECONDS WEST 1,282.14 FEET TO THAT POINT OFBEGINNING;
(2) AND EXCEPTING THAT PORTION CONVEYED TO COOPER SLOUGH HUNTINGCLUB, LLC, IN DEED RECORDED OCTOBER 27, 1998 AS RECEPTION NO. 989093295.TOGETHER WITHTHAT PART OF THE SOUTHEAST QUARTER
OF THE SOUTHWEST QUARTER OFSECTION 9, TOWNSHIP 7 NORTH RANGE 68 WEST OF THE 6TH PM, LARIMERCOUNTY, COLORADO, DESCRIBED AS FOLLOWS;COMMENCING AT THE WEST 1/16TH CORNER COMMON TO SECTIONS
9 AND 16;THENCE N00°13'30"E, A DISTANCE OF 374.86 FEET ON THE WEST LINE OF SAID
SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 9 TO THEPOINT OF BEGINNING;THENCE N00°13'30"E, A DISTANCE OF 985.09 FEET ON SAID WEST LINE;THENCE S88°54'03"E, A DISTANCE OF 789.69
FEET TO THE WEST LINE OF THATPARCEL RECORDED AT RECEPTION NUMBER 98093295 IN THE LARIMER COUNTYCLERK AND RECORDERS OFFICE;THENCE ON SAID WEST LINE FOR THE FOLLOWING 15 COURCES;
1) THENCE S19°52'14"E, A DISTANCE OF 34.64 FEET;
2) THENCE S04°18'25"E, A DISTANCE OF 42.42 FEET;
3) THENCE S15°47'54"E, A DISTANCE OF 105.48 FEET;
4) THENCE S20°08'03"E, A DISTANCE OF 128.82 FEET;
5) THENCE S10°22'03"E, A DISTANCE OF 122.97 FEET;
6) THENCE S04°05'04"E, A DISTANCE OF 111.32 FEET;
7) THENCE S03°37'23"E, A DISTANCE OF 65.40 FEET;
8) THENCE S00°27'32"W, A DISTANCE OF 52.45 FEET;
9) THENCE S08°09'40"W, A DISTANCE OF 131.91 FEET;
10) THENCE S15°07'42"W, A DISTANCE OF 159.24 FEET;
11) THENCE S18°19'20"W, A DISTANCE OF 114.46 FEET;
12) THENCE S16°07'03"W, A DISTANCE OF 126.85 FEET;
13) THENCE S11°02'45"W, A DISTANCE OF 93.31 FEET;
14) THENCE S04°43'12"E, A DISTANCE OF 48.59 FEET;
15) THENCE S24°23'54"W, A DISTANCE OF 18.21 FEET;
THENCE N89°12'02"W, A DISTANCE OF 35.41 FEET ON A LINE 37.00 NORTH OF ANDPARALLEL TO THE TO THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THESOUTHWEST QUARTER OF SECTION 9, TO THE NORTHEAST
LINE OF THATPARCEL RECORDED AT RECEPTION NUMBER 20170044765 IN THE LARIMERCOUNTY CLERK AND RECORDERS OFFICE, THE SAME BEING THE NORTH RIGHTOF WAY LINE OF THE REALIGNED NORTH FRONTAGE
ROAD FOR EASTMULBERRY STREET;THENCE ON SAID NORTH LINE FOR THE FOLLOWING 5 COURCES;
1) THENCE ALONG A NONTANGENT CURVE TO THE RIGHT, HAVING A RADIUSOF 217.00 FEET, A CENTRAL ANGLE OF 46°59'53", A DISTANCE OF 178.00FEET, A CHORD BEARING OF N58°13'16"W WITH A CHORD DISTANCE
OF173.05 FEET;
2) THENCE N34°43'20"W, A DISTANCE OF 155.19 FEET;
3) THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 283.00 FEET,A CENTRAL ANGLE OF 42°57'55", A DISTANCE OF 212.22 FEET, A CHORDBEARING OF N56°12'17"W WITH A CHORD DISTANCE OF 207.28
FEET;
4) THENCE ALONG A REVERSE CURVE TO THE LEFT, HAVING A RADIUS OF533.00 FEET, A CENTRAL ANGLE OF 11°49'23", A DISTANCE OF 109.99 FEET, ACHORD BEARING OF N83°35'56"W WITH A CHORD DISTANCE
OF 109.79 FEET;
5) THENCE N89°30'38"W, A DISTANCE OF 210.05 FEET TO THE POINT OFBEGINNING.
TOGETHER WITH
THAT PART OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OFSECTION 9, TOWNSHIP 7 NORTH RANGE 68 WEST OF THE 6TH PM, LARIMERCOUNTY, COLORADO, DESCRIBED AS FOLLOWS;COMMENCING AT THE
WEST 1/16TH CORNER COMMON TO SECTIONS 9 AND 16,MONUMENTED WITH A 2 ½” ALUMINUM CAP STAMPED PLS 23503;THENCE N00°13'30"E, A DISTANCE OF 37.00 FEET ON THE WEST LINE OF SAIDSOUTHEAST QUARTER
OF THE SOUTHWEST QUARTER OF SECTION 9;THENCE S89°12'02"E, A DISTANCE OF 124.82 FEET, PARALLEL WITH AND 37.00 FEETNORTH OF THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWESTQUARTER
OF SECTION 9 TO THE RIGHT OF WAY LINE CREATED BY THATDOCUMENT RECORDED AT RECEPTION NUMBER 20170044765 IN THE LARIMERCOUNTY CLERK AND RECORDERS OFFICE, AND THE POINT OF BEGINNING;THENCE
ON SAID RIGHT OF WAY LINE FOR THE FOLLOWING 7 COURSES;
1) THENCE N00°48'14"E, A DISTANCE OF 237.53 FEET;
2) THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 35.00FEET, A CENTRAL ANGLE OF 90°00'07", A DISTANCE OF 54.98 FEET, A CHORDBEARING OF N45°29'19"E WITH A CHORD DISTANCE OF
49.50 FEET;
3) THENCE S89°30’38"E, A DISTANCE OF 47.37 FEET;
4) THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 467.00FEET, A CENTRAL ANGLE OF 11°49'23", A DISTANCE OF 96.37 FEET, A CHORDBEARING OF S83°35'56"E WITH A CHORD DISTANCE OF
96.19 FEET TO A
POINT OF COMPOUND CURVATURE;
5) THENCE ALONG SAID COMPOUND CURVE TO THE RIGHT, HAVING ARADIUS OF 217.00 FEET, A CENTRAL ANGLE OF 42°57'55", A DISTANCE OF162.73 FEET, A CHORD BEARING OF S56°12'17"E WITH A CHORD DISTANCEOF
158.94 FEET;
6) THENCE S34°43'20"E, A DISTANCE OF 155.19 FEET;
7) THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 283.00FEET, A CENTRAL ANGLE OF 13°57'56", A DISTANCE OF 68.98 FEET, A CHORDBEARING OF S41°42'18"E WITH A CHORD DISTANCE OF
68.81 FEET;THENCE N89°12'02"W, A DISTANCE OF 447.89 FEET, PARALLEL WITH AND 37.00FEET NORTH OF THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THESOUTHWEST QUARTER OF SECTION 9 TO THE POINT
OF BEGINNING.
TOGETHER WITH
THAT PART OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OFSECTION 9, TOWNSHIP 7 NORTH RANGE 68 WEST OF THE 6TH PM, LARIMERCOUNTY, COLORADO, DESCRIBED AS FOLLOWS;COMMENCING AT THE
WEST 1/16TH CORNER COMMON TO SECTIONS 9 AND 16,MONUMENTED WITH A 2 ½” ALUMINUM CAP STAMPED PLS 23503;THENCE N00°13'30"E, A DISTANCE OF 37.00 FEET ON THE WEST LINE OF SAIDSOUTHEAST QUARTER
OF THE SOUTHWEST QUARTER OF SECTION 9 TO THEPOINT OF BEGINNING;THENCE N00°13'30"E, A DISTANCE OF 271.86 FEET CONTINUING ON SAID WESTLINE TO THE SOUTH RIGHT OF WAY LINE OF THE REALIGNED
NORTH FRONTAGEROAD FOR EAST MULBERRY STREET;THENCE ON SAID SOUTH RIGHT OF WAY LINE FOR THE FOLLOWING 3 COURCES;
1) THENCE S89°30'38"E, A DISTANCE OF 26.38 FEET;
2) THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 35.00FEET, A CENTRAL ANGLE OF 90°18'52", A DISTANCE OF 55.17 FEET, A CHORDBEARING OF S44°21'12"E WITH A CHORD DISTANCE OF
49.63 FEET;
3) THENCE S00°48'14"W, A DISTANCE OF 236.99 FEET;THENCE N89°12'02"W, A DISTANCE OF 58.82 FEET ON A LINE PARALLELL WITHAND 37.00 FEET NORTH OF THE SOUTH LINE OF SAID SOUTHEAST QUARTER
OFTHE SOUTHWEST QUARTER OF SECTION 9 TO THE POINT OF BEGINNING.