HomeMy WebLinkAboutWOODSPRING SUITES - FDP200004 - SUBMITTAL DOCUMENTS - ROUND 2 - EASEMENTS (6)POINT CONSULTING, LLC 8460 W KEN CARYL AVE #101
LITTLETON, CO 80128 720-258-6836 www.pnt-llc.com
DESCRIPTION
FT. COLLINS, COLORADO
WOODSPRING SUITES
SHEET 1/4 JOB NO. 19.015
DATE
01.22.20
-
DESCRIPTION
ORIGINAL
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A PARCEL OF LAND BEING A PORTION OF LOT 1, INTERCHANGE BUSINESS PARK SECOND FILING, SITUATED IN THE
NORTHWEST ONE-QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH/ PRINCIPAL MERIDIAN,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE EASTERLY MOST CORNER OF SAID LOT 1 AND CONSIDERING THE SOUTHEAST LINE OF SAID LOT 1 TO
BEAR S54°31'02"W WITH ALL BEARINGS HEREIN RELATIVE THERETO;
THENCE ALONG SAID SOUTHEAST LINE, S54°31'02"W, A DISTANCE OF 245.98 FEET TO THE POINT OF BEGINNING;
THENCE CONTINUING ALONG SAID SOUTHEAST LINE, S54°31'02"W, A DISTANCE OF 32.03 FEET;
THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET THROUGH A CENTRAL
ANGLE OF 28°21'26" AN ARC DISTANCE OF 12.37 FEET AND HAVING A CHORD THAT BEARS N21°18'15"W A CHORD
DISTANCE OF 12.25 FEET;
THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 25.02 FEET THROUGH A CENTRAL
ANGLE OF 44°42'45" AN ARC DISTANCE OF 19.52 FEET AND HAVING A CHORD THAT BEARS N57°50'51"W A CHORD
DISTANCE OF 19.03 FEET;
THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 66.39 FEET THROUGH A
CENTRAL ANGLE OF 50°07'17" AN ARC DISTANCE OF 58.07 FEET AND HAVING A CHORD THAT BEARS N60°36'50"W A
CHORD DISTANCE OF 56.24 FEET;
THENCE N35°28'58"W, A DISTANCE OF 7.74 FEET;
THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 59.00 FEET THROUGH A CENTRAL ANGLE OF
42°21'46" AN ARC DISTANCE OF 43.62 FEET AND HAVING A CHORD THAT BEARS N14°18'05"W A CHORD DISTANCE OF
42.64 FEET;
THENCE N06°52'48"E, A DISTANCE OF 146.28 FEET THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS
OF 49.00 FEET THROUGH A CENTRAL ANGLE OF 11°49'07" AN ARC DISTANCE OF 10.11 FEET AND HAVING A CHORD THAT
BEARS N12°47'22"E A CHORD DISTANCE OF 10.09 FEET;
THENCE N18°41'55"E, A DISTANCE OF 102.66 FEET TO POINT "A";
THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 49.00 FEET THROUGH A CENTRAL ANGLE OF
125°49'07" AN ARC DISTANCE OF 107.60 FEET AND HAVING A CHORD THAT BEARS N81°36'29"E A CHORD DISTANCE OF
87.25 FEET;
THENCE S35°28'58"E, A DISTANCE OF 142.02 FEET;
THENCE S54°31'02"W, A DISTANCE OF 223.42 FEET;
THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 33.00 FEET THROUGH A CENTRAL
ANGLE OF 89°59'58" AN ARC DISTANCE OF 51.84 FEET AND HAVING A CHORD THAT BEARS S09°31'02"W A CHORD
DISTANCE OF 46.67 FEET;
THENCE S35°28'58"E, A DISTANCE OF 7.63 FEET;
THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 40.39 FEET THROUGH A CENTRAL
ANGLE OF 51°19'14" AN ARC DISTANCE OF 36.18 FEET AND HAVING A CHORD THAT BEARS S61°15'33"E A CHORD DISTANCE
OF 34.98 FEET;
THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 51.02 FEET THROUGH A
CENTRAL ANGLE OF 46°31'00" AN ARC DISTANCE OF 41.42 FEET AND HAVING A CHORD THAT BEARS S58°44'51"E A CHORD
DISTANCE OF 40.30 FEET;
THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 25.07 FEET THROUGH A CENTRAL
ANGLE OF 28°17'50" AN ARC DISTANCE OF 12.38 FEET AND HAVING A CHORD THAT BEARS S49°47'29"E A CHORD DISTANCE
OF 12.25 FEET TO THE POINT OF BEGINNING.
EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PARCEL:
EXHIBIT A
POINT CONSULTING, LLC 8460 W KEN CARYL AVE #101
LITTLETON, CO 80128 720-258-6836 www.pnt-llc.com
DESCRIPTION (CONTINUED)
FT. COLLINS, COLORADO
WOODSPRING SUITES
SHEET 2/4 JOB NO. 19.015
DATE
01.22.20
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DESCRIPTION
ORIGINAL
-
COMMENCING AT THE AFOREMENTIONED “POINT A”;
THENCE S71°18'05"E, A DISTANCE OF 24.00 FEET TO THE POINT OF BEGINNING;
THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET THROUGH A CENTRAL ANGLE OF
125°49'07" AN ARC DISTANCE OF 54.90 FEET AND HAVING A CHORD WHICH BEARS N81°36'29"E A DISTANCE OF 44.51
FEET;
THENCE S35°28'58"E, A DISTANCE OF 92.19 FEET;
THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 25.08 FEET THROUGH A
CENTRAL ANGLE OF 89°18'52" AN ARC DISTANCE OF 39.10 FEET AND HAVING A CHORD THAT BEARS S12°00'44"W A
CHORD DISTANCE OF 35.26 FEET;
THENCE S54°31'02"W, A DISTANCE OF 151.24 FEET;
THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 7.00 FEET THROUGH A CENTRAL ANGLE OF
132°21'46" AN ARC DISTANCE OF 16.17 FEET AND HAVING A CHORD THAT BEARS N59°18'05"W A CHORD DISTANCE OF
12.81 FEET;
THENCE N06°52'48"E, A DISTANCE OF 82.65 FEET;
THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET THROUGH A CENTRAL ANGLE OF
11°49'07" AN ARC DISTANCE OF 5.16 FEET AND HAVING A CHORD THAT BEARS N12°47'22"E A CHORD DISTANCE OF 5.15
FEET;
THENCE N18°41'55"E, A DISTANCE OF 102.66 FEET TO THE POINT OF BEGINNING.
CONTAINING 20,525 SQUARE FEET OR 0.472 ACRES, MORE OR LESS.
CAMERON M. WATSON, PLS
COLORADO LICENSE NUMBER 38311
FOR AND ON BEHALF OF POINT CONSULTING, LLC
8460 W KEN CARYL AVE, #101
LITTLETON, CO 80128
(720) 258-6836
CWATSON@PNT-LLC.COM
20' UTILITY EASEMENT
REC. NO. 20100021612
LOT 1
INTERCHANGE BUSINESS PARK
SECOND FILING
INTERSTATE 25
16.5' UTILITY EASEMENT
REC. NO. 92022350
15' UTILITY & ACCESS EASEMENT
REC. NO. 20100021612
20' SANITARY EASEMENT
BOOK 1563 ~ PAGE 300
S54° 31' 02"W 245.98'
BASIS OF BEARINGS
SOUTHEAST FRONTAGE ROAD
P.O.C.
P.O.B.
POINT A
C1
C2
C3
L1
C4
L2
C5
L3
C6
C7
L4
C8
C9
C10
L5
L6
L10
C11
L7
C12
L8
C13
L9
C14
S35° 28' 58"E 142.02'
S54° 31' 02"W 223.42'
N
60 0
SCALE 1" = 60'
30 60
POINT CONSULTING, LLC 8460 W KEN CARYL AVE #101
LITTLETON, CO 80128 720-258-6836 www.pnt-llc.com
EXHIBIT - EMERGENCY ACCESS EASEMENT (EAE)
FT. COLLINS, COLORADO
WOODSPRING SUITES
SHEET 3/4 JOB NO. 19.015
DATE
01.22.20
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DESCRIPTION
ORIGINAL
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Line Table
Line #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
Length
7.74
146.28
102.66
7.63
32.03
24.00
92.19
151.24
82.65
102.66
Direction
N35° 28' 58"W
N06° 52' 48"E
N18° 41' 55"E
S35° 28' 58"E
S54° 31' 02"W
S71° 18' 05"E
S35° 28' 58"E
S54° 31' 02"W
N06° 52' 48"E
N18° 41' 55"E
Curve Table
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
Length
12.37
19.52
58.07
43.62
10.11
107.60
51.84
36.18
41.42
12.38
54.90
39.10
16.17
5.16
Radius
25.00
25.02
66.39
59.00
49.00
49.00
33.00
40.39
51.02
25.07
25.00
25.08
7.00
25.00
Delta
028°21'26"
044°42'45"
050°07'17"
042°21'46"
011°49'07"
125°49'07"
089°59'58"
051°19'14"
046°31'00"
028°17'50"
125°49'07"
089°18'52"
132°21'46"
011°49'07"
Chord Bearing
N21°18'15"W
N57°50'51"W
N60°36'50"W
N14°18'05"W
N12°47'22"E
N81°36'29"E
S09°31'02"W
S61°15'33"E
S58°44'51"E
S49°47'29"E
N81°36'29"E
S12°00'44"W
N59°18'05"W
N12°47'22"E
Chord Length
12.25
19.03
56.24
42.64
10.09
87.25
46.67
34.98
40.30
12.25
44.51
35.26
12.81
5.15
POINT CONSULTING, LLC 8460 W KEN CARYL AVE #101
LITTLETON, CO 80128 720-258-6836 www.pnt-llc.com
EXHIBIT
FT. COLLINS, COLORADO
WOODSPRING SUITES
SHEET 4/4 JOB NO. 19.015
DATE
01.22.20
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DESCRIPTION
ORIGINAL
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