HomeMy WebLinkAboutINTERCHANGE BUSINESS PARK SECOND ANNEX - Filed A-ANNEXATIONS - 2006-01-03NORTHWEST CORNER
SEC 15-T7N-R68W
L0
N
LLJ
N
Q
F-
V)
-
aL
X
LEA
LLI
F-
Z
S 89. 40' 58" E $0.20' �
S 89' 40' 58" E 8..69'
S 00' 19' 20" W 451.78'
LC= 295.30' N ZV 36' 06" E
L=304.33' R=359.00' D=48'34'12"
",.,.:.....
REVISIONS:
DATE:
4228
INTERCHANGE BUSINESS PARK SECOND ANNEXATION
TO THE CITY OF FORT COLLINS, COLORADO
A TRACT OF LAND SITUATE IN THE NORTHWEST QUARTER OF SECTION 15 AND A PORTION OF SECTION 10,
TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO
SLCIICJN 10
4424
N 68' �59' 48" W 78.77' S 00' 57, 010 W 30.00,
S 00' 45' 00" W 71.37' N
�..._
59" W 521.71'
S 00' 40' 44" E 127
N 89' 06' 58" W 94.35�
S 53' 59' 02" W 63.66'
S 01' 07' 35" E
v R
1•� ti1 �'
/S 82. 33'. 29 / 99 IA
S 41 00' 17" E ...E 431.56' 61
35.26' a
INTERCHANGE BUSINESS PARK
FIRST ANNEXATION
STATE HIGHWAY 14 -
EAST FRONTAGE ROAD ANNEXATION
F�j
-1
W 365.0000' 57' 1 " E 30.00'
EAST MULLBERRY STREET
4562
4424 4450 _ _ �
- OSv- 4563
4557 �
�4423�1 4451
SECTI❑N 15
CITY OF FORT COLLINS, COLORADO
ENGINEERING DEPARTMENT
y�P
qp
89' 0 ' S9" W 48 41'
i
N 00' 57' 01" E 40.84' NORTH 1/4 CORNER
SEC 15-T7N-R68W
COLORADO HIGHWAY 14
N
IN 00. 45' 02" E 129.2T
N Or 02' 54" W 215.77'
M
is
TOTAL AREA.....................34.08 ACRES±
CONTIGOUS' BOUNDARY.............1933.86'
TOTAL PERIMETER ......................6568.90'
1/6TH PERIMETER........................1094.82'
DENOTES
�• CONTIGOUS BOUNDARY
NORM
GRAPHIC SCALE
200 0 100 200 400
1 INCH = 200 FEET
VICINITY MAP 1
N.T.S. N
.x..". 1....
INTERCHANGE BUSINESS PARK SECOND ANNEXATION DESCRIPTION:
CONSIDERING THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 15,
TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN AS BEARING
S 00' 19' 37" W WITH ALL BEARINGS HEREIN RELATIVE THERETO.
COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 15 THENCE S 00' 19'
37" W 1083.79 FEET; THENCE, S 89' 40' 58" E 60.20 FEET TO A POINT ON THE
WESTERLY LINE OF INTERCHANGE BUSINESS PARK SUBDIVISION; CONTINUING, S 89'
40' 58" E 8.69 FEET; THENCE S 00' 19' 20" W 451.78 FEET ALONG SAID
WESTERLY LINE TO THE POINT OF A CURVE CONCAVE TO THE SOUTHEAST A LENGTH
OF 304.33 FEET WITH A CENTRAL ANGLE OF 48' 34' 12" A RADIUS OF 359.00
FEET AND A CHORD WHICH BEARS N 24' 36' 06" E 295.30 FEET TO A POINT OF
INTERSECTION WITH THE NORTHERLY LINE OF THE INTERCHANGE BUSINESS PARK
FIRST ANNEXATION TO THE CITY OF FORT COLLINS AND THE TRUE POINT OF
BEGINNING FOR THIS DESCRIPTION;
THENCE THE FOLLOWING SIX (6) CALLS ALONG SAID NORTHERLY LINE OF THE
INTERCHANGE BUSINESS PARK FIRST ANNEXATION: S 41' 00' 17" E 35.26 FEET;
THENCE, S 82' 33' 29" E 431.56 FEET; THENCE, N &C 59' 48" E 27.24 FEET;
THENCE, N 56' 21' 04" E 562.79 FEET; THENCE, N 81' 12' 56" E 600.20 FEET;
THENCE, S 54' 46' 43" E 276.81 FEET; TO A POINT OF INTERSECTION WITH THE
EASTERLY LINE OF THE INTERCHANGE BUSINESS PARK AT THE POINT OF A
COMPOUND CURVE CONCAVE TO THE NORTHWEST; THE FIRST CURVE HAS A LENGTH
OF 451.81 FEET WITH A CENTRAL ANGLE OF 44' 15' 02" A RADIUS OF 585.00
FEET AND A CHORD WHICH BEARS N 48' 01' 16" E 440.66 FEET TO THE POINT
OF THE SECOND CURVE HAVING A LENGTH OF 437.67 FEET WITH A CENTRAL ANGLE
OF 31' 56' 40" A RADIUS OF 785.00 FEET AND A CHORD WHICH BEARS N 09' 55'
25" E 432.02 FEET; THENCE N 06' 02' 54" W 215.77 FEET TO A POINT OF
INTERSECTION WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF COLORADO HIGHWAY 14
(A.K.A. EAST MULBERRY STREET); THENCE, N 00' 45' 02" E 129.27 FEET TO A
POINT OF INTERSECTION WITH THE NORTH LINE OF THE NORTHWEST QUARTER OF
SAID SECTION 15; THENCE, N 00' 57' 01" E 40.84 FEET TO A POINT OF
INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF COLORADO HIGHWAY 14
(A.K.A. EAST MULBERRY STREET); THENCE, PROCEEDING ALONG SAID NORTHERLY
RIGHT-OF-WAY, N 89' 02' 59" W 48.41 FEET; THENCE N 00' 57' 01" E 30.00
FEET; THENCE, N 89' 02' 59" W 365.00 FEET; THENCE, S 00' 57' 01" W 30.00
FEET; THENCE N 89' 02' 59" W 521.71 FEET; THENCE, N 68' 59' 48" W 78.77
FEET; THENCE, LEAVING SAID NORTHERLY RIGHT-OF-WAY, S 00' 45' 00" W 71.37
FEET TO A POINT OF INTERSECTION WITH THE NORTH LINE OF THE NORTHWEST
QUARTER OF SAID SECTION 15; THENCE, S 00' 40' 44" E 127.62 FEET TO A POINT
OF INTERSECTION WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF COLORADO
HIGHWAY 14 (A.K.A. EAST MULBERRY STREET); THENCE, N 89' 08' 58" W 94.35
FEET ALONG SAID RIGHT-OF-WAY; THENCE, S 53' 59' 02" W 63.66 FEET TO A
POINT OF INTERSECTION WITH THE EASTERLY RIGHT-OF-WAY LINE OF THE
SOUTHEAST FRONTAGE ROAD; THENCE, ALONG SAID EASTERLY RIGHT-OF-WAY LINE S
01' 07' 35" E 193.02 TO A POINT OF CURVATURE CONCAVE TO THE NORTHWEST A
LENGTH OF 330.20 FEET WITH A CENTRAL ANGLE OF 55' 38' 37" A RADIUS OF
340.00 FEET AND A CHORD WHICH BEARS S 26' 41. 36" W 317.37 FEET; THENCE,
S 54' 30' 57" W 1013.19 FEET TO A POINT OF CURVATURE CONCAVE TO THE
SOUTHEAST A LENGTH OF 35.29 FEET WITH A CENTRAL ANGLE OF 05' 37' 55" A
RADIUS OF 359.00 FEET AND A CHORD WHICH BEARS S 51' 42' 10" W 35.27 FEET
TO THE TRUE POINT OF BEGINNING FOR THIS DESCRIPTION; CONTAINING 34.08
ACRES MORE OR LESS,
APPROVED:
THIS PLAT TO BE KNOWN AS THE INTERCHANGE BUSINESS PARK SECOND
ANNEXATION TO THE CITY OF FORT LOLLPS, COUNTY OF LARIMER, STATE OF
COLORADO BY ORDINANCE NO,15 00 3, PASSED AND ADOPTED ON FINAL
READING AT A REGULAR MEETING OF THE CITY CO NCIL OF FORT COLLINS
COLORADO, HELD ON THE QA-r% DAY OF 05.
CITY CLERK v
J Q
APPROVEDAS TO FORM: •......
A/ove aem 17, ZeoS
ISRECTOR UF ENbINLLRIN6
NOTES:
1, THIS PLAT DOES NOT REPRESENT A FIELD SURVEY, ALL INFORMATION WAS
DERIVED FROM EXISTING PLATS AND LEGAL DESCRIPTIONS.
2. UPON ANNEXATION THAT PORTION OF STATE HIGHWAY 14 WHICH IS BEING
ADDED TO THE, CIT•X OF FORT COLLINS WILL,,BE.KNOWN AS EAST MULBERRY
STREET,
DESIGNED BY: DRAWN BY: APPROVED BY: SHEET
SCALE: DATE: JRW CHECKED BY: DATE: INTERCHANGE BUSINESS PARK SECOND ANNEXATION 1 OF
A0'r 11" =200' 08-05 WCM 1
1*