HomeMy WebLinkAboutHERITAGE PARK - MJA220001 - SUBMITTAL DOCUMENTS - ROUND 1 - ROW RELATED DOCUMENTScale Drawn by
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Checked by Date Project No.Sheet No.
DRW 3/15/2022 096277019 1 OF 4
DILLOW, CARLY 3/15/2022 2:57 PM C:\USERS\CARLY.DILLOW\DESKTOP\096277019_ROW VACATION.DWG
PRELIMINARY
THIS DOCUMENT SHALL
NOT BE RECORDED FOR
ANY PURPOSE AND
SHALL NOT BE USED OR
VIEWED OR RELIED
UPON AS A FINAL
SURVEY DOCUMENT
EXHIBIT A
Tel. No. (303) 228-2300
www.kimley-horn.com
4582 SOUTH ULSTER ST., # 1500
DENVER, COLORADO 80237
NOTES:
1. 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.
2. THIS DOCUMENT IS NOT A LAND SURVEY PLAT OR AN IMPROVEMENT SURVEY PLAT AND
DOES NOT REPRESENT A MONUMENTED LAND SURVEY.
PARCEL DESCRIPTION
A PARCEL OF LAND LOCATED IN LOT 1, NORTHWOOD APARTMENTS SUBDIVISION AS RECORDED AT RECEPTION NUMBER
156202 OF THE LARIMER COUNTY RECORDS, LYING WITHIN THE NORTHEAST QUARTER OF SECTION 22, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 22, AS MONUMENTED BY A 2-1/2" ALUMINUM CAP IN RANGE
BOX, STAMPED "LS 14823", WHENCE THE NORTHEAST CORNER OF SAID SECTION 22, AS MONUMENTED BY 3-1/4" ALUMINUM
CAP IN RANGE BOX, STAMPED "LS 20125", BEARS N 00°01'50" E, A DISTANCE OF 2646.06 FEET, FORMING THE BASIS OF
BEARINGS USED IN THIS DESCRIPTION;
THENCE N 12°05'17" W, A DISTANCE OF 1397.09 FEET TO A POINT ON THE SOUTH LINE OF SAID LOT 1 AND THE POINT OF
BEGINNING;
THENCE ALONG SAID SOUTH LINE, N 89°21'20" W, A DISTANCE OF 70.00 FEET TO A POINT OF CURVATURE;
THENCE DEPARTING SAID SOUTH LINE AND ALONG A TANGENT CURVE TO THE LEFT WITH A CENTRAL ANGLE OF 90°00'00", A
RADIUS OF 15.00 FEET, AN ARC LENGTH OF 23.56 FEET AND A CHORD BEARING AND DISTANCE OF N 45°38'40" E, 21.21 FEET
THENCE N 00°38'40" E, A DISTANCE OF 196.17 FEET TO A POINT OF CURVATURE;
THENCE ALONG A TANGENT CURVE TO THE RIGHT WITH A CENTRAL ANGLE OF 20°26'15", A RADIUS OF 295.00 FEET, AN ARC
LENGTH OF 105.23 FEET AND A CHORD BEARING AND DISTANCE OF N 10°51'47" E, 104.67 FEET;
THENCE N 21°04'55" E, A DISTANCE OF 135.35 FEET TO A POINT OF CURVATURE;
THENCE ALONG A TANGENT CURVE TO THE LEFT WITH A CENTRAL ANGLE OF 91°55'04", A RADIUS OF 55.00 FEET, AN ARC
LENGTH OF 88.23 FEET AND A CHORD BEARING AND DISTANCE OF N 24°52'37" W, 79.07 FEET;
THENCE N 70°50'09" W, A DISTANCE OF 43.17 FEET TO A POINT OF CURVATURE;
THENCE ALONG A TANGENT CURVE TO THE LEFT WITH A CENTRAL ANGLE OF 41°18'42", A RADIUS OF 305.00 FEET, AN ARC
LENGTH OF 219.91 FEET AND A CHORD BEARING AND DISTANCE OF S 88°30'30" W, 215.18 FEET;
THENCE S 67°51'09" W, A DISTANCE OF 170.19 FEET TO A POINT OF CURVATURE;
THENCE ALONG A TANGENT CURVE TO THE LEFT WITH A CENTRAL ANGLE OF 92°40'38", A RADIUS OF 30.00 FEET, AN ARC
LENGTH OF 48.53 FEET AND A CHORD BEARING AND DISTANCE OF S 21°30'50" W, 43.41 FEET;
THENCE S 24°49'29" E, A DISTANCE OF 49.47 FEET TO A POINT OF CURVATURE;
THENCE ALONG A TANGENT CURVE TO THE LEFT WITH A CENTRAL ANGLE OF 40°19'08", A RADIUS OF 105.00 FEET, AN ARC
LENGTH OF 73.89 FEET AND A CHORD BEARING AND DISTANCE OF S 44°59'03" E, 72.37 FEET;
THENCE S 65°08'37" E, A DISTANCE OF 62.27 FEET TO A POINT OF CURVATURE;
THENCE ALONG A TANGENT CURVE TO THE RIGHT WITH A CENTRAL ANGLE OF 65°47'17", A RADIUS OF 70.00 FEET, AN ARC
LENGTH OF 80.38 FEET AND A CHORD BEARING AND DISTANCE OF S 32°14'59" E, 76.03 FEET;
THENCE S 00°38'40" W, A DISTANCE OF 211.92 FEET TO A POINT OF CURVATURE;
THENCE ALONG A TANGENT CURVE TO THE LEFT WITH A CENTRAL ANGLE OF 90°00'00", A RADIUS OF 15.00 FEET, AN ARC
LENGTH OF 23.56 FEET AND A CHORD BEARING AND DISTANCE OF S 44°21'20" E, 21.21 FEET TO A POINT ON THE SOUTH LINE
OF SAID LOT 1;
THENCE ALONG SAID SOUTH LINE, N 89°21'20" W, A DISTANCE OF 70.00 FEET TO A
POINT OF CURVATURE;
THENCE DEPARTING SAID SOUTH LINE AND ALONG A TANGENT CURVE TO THE
LEFT WITH A CENTRAL ANGLE OF 90°00'00", A RADIUS OF 15.00 FEET, AN ARC LENGTH
OF 23.56 FEET AND A CHORD BEARING AND DISTANCE OF N 45°38'40" E, 21.21 FEET;
THENCE N 00°38'40" E, A DISTANCE OF 211.92 FEET TO A POINT OF CURVATURE;
THENCE ALONG A TANGENT CURVE TO THE LEFT WITH A CENTRAL ANGLE OF 65°47'17",
A RADIUS OF 30.00 FEET, AN ARC LENGTH OF 34.45 FEET AND A CHORD BEARING AND
DISTANCE OF N 32°14'59" W, 32.59 FEET;
THENCE N 65°08'37" W, A DISTANCE OF 62.27 FEET TO A POINT OF CURVATURE;
LOCATED IN LOT 1, NORTHWOOD APARTMENTS SUBDIVISION,
LYING WITHIN THE NORTHEAST QUARTER OF SECTION 22,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO
Scale Drawn by
CADN/A
Checked by Date Project No.Sheet No.
DRW 3/15/2022 096277019 2 OF 4
DILLOW, CARLY 3/15/2022 2:57 PM C:\USERS\CARLY.DILLOW\DESKTOP\096277019_ROW VACATION.DWG
PRELIMINARY
THIS DOCUMENT SHALL
NOT BE RECORDED FOR
ANY PURPOSE AND
SHALL NOT BE USED OR
VIEWED OR RELIED
UPON AS A FINAL
SURVEY DOCUMENT
EXHIBIT A
Tel. No. (303) 228-2300
www.kimley-horn.com
4582 SOUTH ULSTER ST., # 1500
DENVER, COLORADO 80237
NOTES:
1. 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.
2. THIS DOCUMENT IS NOT A LAND SURVEY PLAT OR AN IMPROVEMENT SURVEY PLAT AND
DOES NOT REPRESENT A MONUMENTED LAND SURVEY.
THENCE ALONG A TANGENT CURVE TO THE RIGHT WITH A CENTRAL ANGLE OF 40°19'08", A RADIUS OF 145.00 FEET, AN ARC
LENGTH OF 102.04 FEET; AND A CHORD BEARING AND DISTANCE OF N 44°59'03" W, 99.94 FEET;
THENCE NORTH 24°49'29" WEST, A DISTANCE OF 49.47 FEET TO A POINT OF CURVATURE;
THENCE ALONG A TANGENT CURVE TO THE RIGHT WITH A CENTRAL ANGLE OF 92°40'38", A RADIUS OF 70.00 FEET, AN ARC
LENGTH OF 113.23 FEET AND A CHORD BEARING AND DISTANCE OF N 21°30'50" E, 101.28 FEET;
THENCE N 67°51'09" E, A DISTANCE OF 170.19 FEET TO A POINT OF CURVATURE;
THENCE ALONG A TANGENT CURVE TO THE RIGHT WITH A CENTRAL ANGLE OF 41°18'42", A RADIUS OF 345.00 FEET, AN ARC
LENGTH OF 248.75 FEET AND A CHORD BEARING AND DISTANCE OF N 88°30'30" E, 243.40 FEET;
THENCE S 70°50'09" E, A DISTANCE OF 43.17 FEET TO A POINT OF CURVATURE;
THENCE ALONG A TANGENT CURVE TO THE RIGHT WITH A CENTRAL ANGLE OF 91°55'04", A RADIUS OF 95.00 FEET, AN ARC
LENGTH OF 152.41 FEET AND A CHORD BEARING AND DISTANCE OF S 24°52'37" E, 136.58 FEET;
THENCE S 21°04'55" W, A DISTANCE OF 135.35 FEET TO A POINT OF CURVATURE;
THENCE ALONG A TANGENT CURVE TO THE LEFT WITH A CENTRAL ANGLE OF 20°26'15", A RADIUS OF 255.00 FEET, AN ARC
LENGTH OF 90.96 FEET AND A CHORD BEARING AND DISTANCE OF S 10°51'47" W, 90.48 FEET;
THENCE S 00°38'40" W, A DISTANCE OF 196.17 FEET TO A POINT OF CURVATURE;
THENCE ALONG A TANGENT CURVE TO THE LEFT WITH A CENTRAL ANGLE OF 90°00'00", A RADIUS OF 15.00 FEET, AN ARC
LENGTH OF 23.56 FEET AND A CHORD BEARING AND DISTANCE OF S 44°21'20" E, 21.21 FEET TO THE POINT OF BEGINNING.
CONTAINING AN AREA OF 63,294 SQ. FT. OR 1.453 ACRES, MORE OR LESS.
I, DARREN R. WOLTERSTORFF, BEING A PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY STATE
THAT THIS EXHIBIT WAS PREPARED BY ME OR UNDER MY RESPONSIBLE CHARGE IN ACCORDANCE WITH APPLICABLE
STANDARDS OF PRACTICE AND IS ACCURATE TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF. THIS
CERTIFICATION IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED.
_________________________________________________
DARREN R. WOLTERSTORFF, PLS 38281
FOR AND ON BEHALF OF KIMLEY-HORN AND ASSOCIATES, INC.
LOCATED IN LOT 1, NORTHWOOD APARTMENTS SUBDIVISION,
LYING WITHIN THE NORTHEAST QUARTER OF SECTION 22,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO
C4
S67°5
1'
0
9
"
W
170.1
9'C5S24°49'29"E
49.47'
C
6
S65°08'37"E
62.27'C7S0°38'40"W211.92'C8
N89°21'20"W
70.00'
C9 N0°38'40"E211.92'C10N65°08'37"W
62.27'C11L1C12N67°5
1'
0
9
"
E
170.1
9'
C13
S70°50'09"E
43.17'C14S21°04'55"W135.35'C15S0°38'40"W196.17'C16
N89°21'20"W
70.00'
C1 N0°38'40"E196.17'C2N21°04'55"E135.35'C3N70°50'09"W
43.17'
POB
LOT 1
NORTHWOOD APARTMENTS
SUBDIVISION
REC. NO. 156202
63,294 SQ. FT.
1.453 AC±
S LINE, LOT 1 N0°01'50"E2646.06'BASIS OF BEARINGSE LINE, NE 1/4, SEC 22DILLOW, CARLY 3/15/2022 2:57 PM C:\USERS\CARLY.DILLOW\DESKTOP\096277019_ROW VACATION.DWG
Scale Drawn by
CAD1" = 100'
Checked by Date Project No.Sheet No.
0
GRAPHIC SCALE IN FEET
50 100
DRW
LEGEND
POB = POINT OF BEGINNING
NORTH
3/15/2022 096277019 3 OF 4
EXHIBIT A
LOCATED IN LOT 1, NORTHWOOD APARTMENTS SUBDIVISION,
LYING WITHIN THE NORTHEAST QUARTER OF SECTION 22,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO
Tel. No. (303) 228-2300
www.kimley-horn.com
4582 SOUTH ULSTER ST., # 1500
DENVER, COLORADO 80237
NOTES:
1. 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.
2. THIS DOCUMENT IS NOT A LAND SURVEY PLAT OR AN IMPROVEMENT SURVEY PLAT AND
DOES NOT REPRESENT A MONUMENTED LAND SURVEY. IT IS INTENDED TO DEPICT THE
ATTACHED PARCEL DESCRIPTION ONLY.
POINT OF COMMENCEMENT
E 1/4 COR SEC 22,
2-1/2" ALUM. CAP IN RANGE BOX,
STAMPED "LS 14823"
NE COR SEC 22,
3-1/4" ALUM. CAP IN
RANGE BOX,
STAMPED "LS 20125"
N12°05'17"W
1397.09' (TIE)
PRELIMINARY
THIS DOCUMENT SHALL
NOT BE RECORDED FOR
ANY PURPOSE AND
SHALL NOT BE USED OR
VIEWED OR RELIED
UPON AS A FINAL
SURVEY DOCUMENT
CURVE TABLE
NO.
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
DELTA
90°00'00"
20°26'15"
91°55'04"
41°18'42"
92°40'38"
40°19'08"
65°47'17"
90°00'00"
90°00'00"
65°47'17"
40°19'08"
92°40'38"
41°18'42"
91°55'04"
20°26'15"
90°00'00"
RADIUS
15.00'
295.00'
55.00'
305.00'
30.00'
105.00'
70.00'
15.00'
15.00'
30.00'
145.00'
70.00'
345.00'
95.00'
255.00'
15.00'
LENGTH
23.56'
105.23'
88.23'
219.91'
48.53'
73.89'
80.38'
23.56'
23.56'
34.45'
102.04'
113.23'
248.75'
152.41'
90.96'
23.56'
CHORD BEARING
N45°38'40"E
N10°51'47"E
N24°52'37"W
S88°30'30"W
S21°30'50"W
S44°59'03"E
S32°14'59"E
S44°21'20"E
N45°38'40"E
N32°14'59"W
N44°59'03"W
N21°30'50"E
N88°30'30"E
S24°52'37"E
S10°51'47"W
S44°21'20"E
CHORD
21.21'
104.67'
79.07'
215.18'
43.41'
72.37'
76.03'
21.21'
21.21'
32.59'
99.94'
101.28'
243.40'
136.58'
90.48'
21.21'
LINE TABLE
NO.
L1
BEARING
N24°49'29"W
LENGTH
49.47'
DILLOW, CARLY 3/15/2022 2:58 PM C:\USERS\CARLY.DILLOW\DESKTOP\096277019_ROW VACATION.DWG
Scale Drawn by
CADN/A
Checked by Date Project No.Sheet No.
DRW 3/15/2022 096277019 4 OF 4
EXHIBIT A
Tel. No. (303) 228-2300
www.kimley-horn.com
4582 SOUTH ULSTER ST., # 1500
DENVER, COLORADO 80237
NOTES:
1. 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.
2. THIS DOCUMENT IS NOT A LAND SURVEY PLAT OR AN IMPROVEMENT SURVEY PLAT AND
DOES NOT REPRESENT A MONUMENTED LAND SURVEY. IT IS INTENDED TO DEPICT THE
ATTACHED PARCEL DESCRIPTION ONLY.
LOCATED IN LOT 1, NORTHWOOD APARTMENTS SUBDIVISION,
LYING WITHIN THE NORTHEAST QUARTER OF SECTION 22,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO
PRELIMINARY
THIS DOCUMENT SHALL
NOT BE RECORDED FOR
ANY PURPOSE AND
SHALL NOT BE USED OR
VIEWED OR RELIED
UPON AS A FINAL
SURVEY DOCUMENT