HomeMy WebLinkAboutSPRING CREEK FARMS NORTH POLICE SERVICES BUILDING - Filed GC-GENERAL CORRESPONDENCE - 2007-12-12RECEIVED
JUN 3 0 7006
MEMORANDUM
City Manager's Oth,
DATE: 6/30/06
TO: Darin Atteberry, City Manager
FROM: Dan DeLaughter
RE: Fort Collins Police Facility Emergency Access Alignments
Attached for your signature is ONE (1) copy of the Notice of City Facility Location, being
two emergency access alignments on the Fort Collins Police Services site.
Dear Darin,
Please sign the attached Notice at your earliest convenience. This Notice is to ensure that two
alignment areas across the Fort Collins Police Facility may be used by emergency services. These
areas could not be dedicated as easements because easements are not granted to the City across City
property. This Notice, and attached Exhibits will be filed at the county and will be bound to the
property so that if it is ever sold or transferred, we have the ability to request that the alignment
areas be dedicated as emergency access easements. Please feel free to call me at ext. 7128 with any
questions regarding this matter. Please return the signed notice with attachments to Engineering.
Sincerelv,
`I 7 '
-Dan DeLaughter, Development Review Engineer
MEMORANDUM
DATE: 6 /28/06
TO: Aimee Jensen, Deputy City Clerk
FROM: Dan DeLaughter
RE: Fort Collins Police Facility Emergency Access Alignments
Agenda Date:
N/A
Grantor:
City
Grantee:
City
i
Location:
SW corner of Timberline Rd. and Nancy Gray Ave.
Description:
Fort Collins Police Service Building Emergency Access Alignments
Account Number:
(for recording purposes)
30516300.529990.1
Monetary consideration:
0
Legal Description:
Two parcels of land, being portions of Lot One (1), Spring Creek
Farms North, recorded May 1, 2006 as Reception No. 2006-0032054.
Have we received other documents or will we be getting more documents in the future related to
this one? Project Name?
Aimee, these are two alignments (not easements) that are being dedicated to the City by the new
Fort Collins Police Facility. This is being done because easements are not dedicated from the City to
ourselves. The attached document is intended to serve as a reservation of the land described in the
attached exhibits for the purpose that if the property is sold or transferred at some point in the
future, the City may require the new owner to dedicate appropriate easements in place of the
alignments. In addition, the document specifics that these alignments are allowed to be used for
emergency access purposes. I believe this type of thing is done somewhat typically on plats, but this
is by separate document, since the plat for this project was done separately with Spring Creek Farms
North, and no attempt was made on that plat to reserve emergency access areas on this site. Carrie
Dagger has been the attorney working with us on this issue. Please contact her with any legal
questions. The account number above is intended to be for recording fees with the County. I
believe this total should be $26. Please let me know if there is anything else you'll require.
Thanks,
Dan DeLaughter
NOTICE
OF CITY FACILITY LOCATION
3",// oS 20 oS
TO ALL PERSONS TAKE NOTICE:
The City of Fort Collins, Colorado, a municipal corporation, is the owner of that certain real
property located in Larimer County, Colorado, more particularly described as Lot One (1), Spring
Creek Farms North, recorded May 1, 2006 as Reception No. 2006-0032054. The above -described
property shall hereafter be referred to as the City Property.
Over and across the City Property are two emergency access lanes which have been
constructed for and are intended to provide emergency access and emergency services to the City
Property. The aforesaid facilities shall hereafter be referred to as the Emergency Access Alignments,
the specific locations of each of which are more particularly described on Exhibit A attached hereto
and incorporated herein by this reference.
The purpose of this NOTICE is (in addition to giving general notice to the public of the
existence of the Emergency Access Alignments) principally to remind the City and its staff, agents,
and representatives that the Emergency Access Alignments exist upon the City Property and that the
City, prior to conveying its interest in the City Property to any person, may choose to reserve from
such conveyance, an easement or right-of-way or other interest in land sufficient to preserve a right
for the continued existence, operation, maintenance, and, if necessary, enlargement of the facilities in
the Emergency Access Alignments.
CITY OF FORT COLLINS, COLORADO
a Colorado municipal corporation
EMERGENCY ACCESS ALIGNMENT L-',�yy IIBI'r ASPRING CREEK FARMS NDRTI-
SE SEC. 19, T.7N., R.68W.
(4 of 4)
LINE TABLE
LINE
BEARING
LENGTH
L1
N89'58'11"E
36.49'
L2
N89'50'11"E
30,00'
L3
S00'DI'49'E
17,9
L4
N '00'1 J"K'
79.86'
30.00'
L6
S00' 0'13"
84. 9'
L7
400.0149"W
t .40'
Le
N69'5811"
.57'
'95.86'
L9
N89'59'47"E
L10
N73'45'52"E
46.54'
L'1
N89'S9'47"E
24.35'
L12
N89'59'47"E
111,8e
L13
SDO'00'1 3'E
22'..44'
L14
889' 'il"w
30.00.
L15
N00'00'13"
216.45'.
L16
S89'59'47"W
1 1.84'
L17
89'59'47'W
28.67'
LIS
S?3'45' 2'W
46.54'
L19
589'59'47"W
97.56'
L20
N00'01'49"w 1
30.00'
L21
N89'58'11'
1 4.16'
CURVETABLE
CURVE
LENGTH
i RADIUS
DELTA
CHORD CH BEARING
C1
14.11'
1 25.00'
3Z'20'29'
13.93S1613"E
C2
38.00'
271.70'
08'00'47"
37.97'
526'21' 4"E
C3
41.52'
0.
47
40,34'
E48'09'01"
C4
135'00"
2'
353AV
7'21' 6"
167. 2'
5'37'29"
C5
35a21'
25.00'
8 '61'47"
32. 7'
N40'20'40'
C6
59.7W
50.0T
79-57'58"
64.26'
S39'S '46'W
158. 14'
383.67
28'05'44'
186.26'
N85'S9' "W
jC7
CB
66.44'
80.00'
47'35'00'
64, 55'
N48'09'01'W
C9
75.00'
241.70'
08'17'48"
34.97' N26'30'25"W
CIO
28.47'
50.00'
'37'3 C"
28,09' N16' '34`W
C11
23. iJ
15.00'
90'00'00"
21. 1' 344-5011"W
C12
7.08'
25.00'
1613'5"
7.06'
N81'52'49"
}3
12
738348'
.
N46'1028
76 4850.00'
87'38'35"
69.2C
N48'10218
90,001 0
S4 3 =
jCl
M14.16'5000'
'00'"
0003
5.36
N4 013"
0'W
QC'
8738'3
46146"W
'0'
87'38'3B'
6924
4}0'
6B"W
'20
,'
6
SN8811'S'522''49""
9W
tE}3'S5"
14.1
S81'52'49"K'
Land Surveyor #34995
KING' SUj?VF3'ORS, ING PROJECT 140:2005289
DATE: 05/05/2006
9299 EA(97AN PARK DRIVE, X: (9 0 6 - 80550 CLIENT: INTERWEST
PRONE: (SUR EORS.0 1 FAX: (,970) 686-5821 DWC:2005289-D..-ES WWW.KINGSURVEYORSCOM DRAWN: MCC CHECKED: SAL
` LMERGENCY ACCESS ALIGNMENT I EXHIBIT A SPRING CREEK FARMS NORTi,
SEX. SEC. 19, T.7N., R.68W.
j—C—
(3 of 4)
-- -------------------------'i
— r �---------------------
POINT OF ----
POINT OF BEGINNING NORTH PARCEL NANCYGRAYAVENUE
I COMMENCEMENT BASIS OF BEARINGS: N89'58'11"E 520.82' NORTH LINE OF LOT 1
L— C11 L1 _ L2 L5 LH
rL7 lx_
C10
C9
I C8
114 m
n
I
Q �9' U77L/TY
I EASEMENT
L:i
h
I
�
O
rP01NT OF BEGINNING
Golorado Regl�
Land Surveyor
>OUTH PARCEL C1
C12 C13
L9 1 110
L
L19 V�8 IL
— — — — — — — — — — — — —
s' um/Tr—
_T
d b EASEMENT
J J
I
C4 C5 I
13,360 sq. R. C6 I
C7
LOT/
SP rCREXFARMSNORTH
REC AL?-[YIJXlT✓
I
I
L12
C15
2G,9705q.r Ci6
Li 6
C18 C17
I
C19
I
I
N M
I sn'EwA/MACE
I EASEMEin
s• un[nr
r EASEMEN.'
BROCKMAN DRIVE
NOTE: 'his exhibit drawing is not intended to be a
manumonted and survey. It's sole puryose Is cs a
graphic represen toflan to aid n, the visualixatian o!
the written property description whI& It accompanies.
The written property description supersedes the
exhib',t drowing,
i
1GO 50 0 100
1 "= 100'
® XING SURVEYORS, INC. DATE:PROJECT05 05NO.2005289
06
9299 EASTMAN PARK DRIVE, WINDSOR. CO 80550 CLIET:;NTE/WEST
PHONE: (970) 686-5011 FAX: (970) 686-5821 CLIENT:�NTERWEST
WWW.KINGSURVEYORS.0061 DWG`.2005289-EA.-ESMT
DRAWN: MCD CHECKED: SAL
EFhlblt A
(2 of 41
South Emergency Access Anal
COMMENCING 31 the Well end of the North line of said Lot I and assuming said North line as bearing North
89*58'1 V East a distance of 52C.82 feel, as platted, with all otherbearings contained herein relative thereto:
Thence along the Noah and West lines M said Lot 1 the following Two (2) Crannies and distances:
THENCE along the arc of a curve which is concave to the Southeast a distance of 23.56 feet said curve having a radius
Of 15.00 feet, a central angle of 9V00'00" and a long chard hearing South 4C5S' 11^ West a distance of 2121 feet to a
PT, said poim also being the North end of said West line
TI3ENCE South 00'Ol'49" East a distance of 391,21 feet to the POINT OF BEGINNING;
THENCE North 89°59'47" East a distance of 96.86 feet to a PC;
THENCE along the arc of o curve which is concave to the North a distance of 7,08 feet, said curve having a radius of
25.00 feet, a central angle of 16"13'55" and a long chord bearing North 91 o5219" East a distance of 7D6 feet to a PT;
THENCE North 73-, 5'S2" East a distance of 46.54 feet to a PC;
THENCE along the arc of a curve which is concave to the South a distance of 14. 16 feel, sand curve having a radius M
50.00 feet, a central angle of 1613'55" and a long chord hearing Noah 81 "52749" East a distance of 14.12 feet to a
PT;
THENCE Noah 89°59'47*' East a distance of 24.38 feet to a PC;
THENCE along the are of a curve which is concave to the Northwest a distance of 38.24 feet. said curve having a
radius of 25.00 feet, a central angle of 87r3638" and a long chord bearing Nurt.. 46°10'28" East a distance of 34.62
feet to a PRC;
THENCE along the arc of a curve which is concave to the Southeast a distance of 76.4E feet, said curve having a radius
of 50.00 feet. a central angle of 87'38'38' and a long chord bearing North 4690'28" East a distance of 69.24 feet to a
PT:
THENCE North 89°59'47" East a dismoce of i 11.84 feet to a PC;
THENCE along the are of a curve which is concave to the Southwest a distance of 78.54 feet, said curve having a
radius of 50.00 feel. a central angle of 90°00'00" and a long chord bearing South 45°00'13 East a distance of 70.71
feet to a P9;
THENCE South 00*00'13" East a distance of 221,44 feet to the South line of said Lot 1, said point bearing South
89-58'11" West a distance of 124. 16 feet from the East end of said South line:
THENCE South 89158'11" West along said South line a distance of 30.00 feet;
THENCE North 00°00'13" West 216.46 feet to a PC.
THENCE along the arc of a curve which is concave to the Southwest a distancc of 39.27 feet. said Curve having a
radius of 25.00 feet, a central angle of 90000'00" and a long chord bearing North 45°00' 13" West a distance of 35.36
feet to a PT;
THENCE South 89"59'47" West a distance of 101,84 feet to a PC.
THENCE along the arc of a curve whirh is concave tr the 50mheasl a distance of 38.24 feel. said curve having a radius
of 25.00 feet, a central angle of 3738'38 and a long chard bearing South 46al 0'28" West a distance of 34.6E feet to a
PACs
THENCE along the are of a cone which is concave to the Northwest a distance of 76A8 feet, said curve having a
radius of 50.00 feet, a central angle of 87`38'38" and a tongehord bearing South 46'30'28" West distance of 69.24
- feet to a PT',
THENCE South 89'59'47" West a distance of 2867 feet to a PC;
THENCE along the arc of a curve which is concave to the South a distance of 7,08 feet. said curve having a radius of
25.00 feel, a central angle of IV13'55" and a long chord bearing Souls 81"52'49" West distance of 7.06 feet to a PT;
THENCE South 73°45'52" West a distance of 46.54 fee: to a PC:
THENCE alone the arc of a curve which is concave to the North a distance of 14.16 feel, said curve having a radius of
50.00 feet, a central angle of 16°13 35' and a long chord bearing South 81°52'49" West a distance of 14.1E feet to s
PT:
THENCE South 89°59'47" West a distance of 97.56 feet to said Wcst line;
THENCE North 00v01'49" West along said West line a distinct: of 30.00 feet to the POINT OF BEGINNING;
Which above described parcel contains 20,970 sqft. or 0.481 acre, more or less (3). and is subiect to any rights-of-wav
or other easements of record Or as now existing on said described parcel of land.
SURVEYOR'S STATEMENT
Jr Steven A. Lund, a Colorado Registered Professiona: Land Surveyor do hereby state that this Property Description
was prepared under my personal supervision and checking, and that it is true and correct to the best of my knowledge
KING SURVEYORS, INC.
9299 Eastman Park Drive
Windsor. Colorado 8055C
(97C) 666-5011
N:12005289\legal descTlplions1LO1' I EMERGENCY ACCESS ESMTS.doc
Last printed 5/5:200611:29 AM
3N: 2005299
PROPERTY DESCRIPTION
Exhibit .4
(1 of 4)
Two parcels of land being rywrtions of Loi One (1). Spring Creek Farms North. recorded Ma; 1. 2006 as Reception No.
2006-0032054 of the records of the Larimer County Clerk and Recorder (LCCR1, located in the Southeast Quarter
(SE:14) of Section Nineteen !191. Townsnip Seven North (7.7NJ, Range Sixty-eight Weal (R.68W.) of the Sixth
Principal Meridian 06's P,MJ, City of Fro Collins, County of Latimer. State of Colorado. and being more particularly
described as follows:
North Ent rs eney Access Afeomao
COMMENCING al the West end for the North line of said Lot I and assuming said North line as bearing North
89`58'11" East a distance of 520.82 feet, as platted, with all other bearings contained herein relar:ve thereto:
THENCE North 89"58'11" East along said North line a distance of 38,49 feet to the POINT OF BEGINNING;
THENCE continuing North 89"5811" East along said North line a distance of 30.00 feet
THENCE South 00-01'49" East a distance of 17.95 feet to a Point of Curvature (PC):
THENCE along the arc of a curve which is concave to the East a distance of 14,11 feel, said curve having a radius of
25.00 feet. a central angle of 32°20'29' and a long chord bearing South I6o12'03" East a distance of 13.93 feet to a
Point of Reverse Curvature (PRC)'.
THENCE along the arc of a curve which is concave sn the Southwest a distance of 38.00 feet, said curve having a
radius of 271.70 feet, a central angle of (18"00'47" and a long chord bearing South 28.21 *54' East a distance of 3".97
feet to a PRC:
THENCE along the arc of a curve which is concave to the \'onheasl a distance of 41.5Z feet. said curve having a radius
of 50.00 feet, a central angle 0! 47"35'00" and a long chord bearing South 48"09'01" East a distance of 40.34 feet to a
Point of Compound Curvature (PCC);
THENCE along the are of a curve which is concave to the North a distance of 168,92 feet, said curve having a radius of
353.67 feet, a central angle of 27-21'56" and a long chord bearing South S5"37'29` East a distance of 167.32 feet to a
PCC;
THENCE along die arc of acurve which is concave in the Northwest a distance of 35.21 feet, said curve having a
radius of 25.00 feel. a central angle of Soo4 t'47"and a long chard bearing North 40`20'40" East a distance of 32.37
feet to a Point of Tangency (PT);
THENCE Noah 00v00' 13' West a dimarce of 79.86 feet to said North line;
THENCE North 89-58'11" East along said North line a distance of 30-00 feet, said point bearing South 89"58' 11'
West a distance of 182,57 feet from the Fair end of said Noah line;
THENCE South 00°00 13" East a distance of 84.09 feet to a PC;
THENCE along the arc of a curve which is concave to the Northwest a distance of 69.78 feet, said curve having a
radius of 50,00 feet, a central angle of 79°5T58" and a long chord beating South 39"58'46" West a distance of 6126
feet to a PCC;
THENCE along the arc of a curve which is concave to the North a distance of 188.14 feet, said curve having a radius of
383,67 feet, a central angle of 28°05'44" and a long chord bearing North 85°5923" Wesa a distance of 186.26 feet to a
PCC:
THENCE along the arc of a curve which is concave to the Northeast a distance of 66.44 feet, said curve having a radius
of 80.00 feet, a central angle of 47`3-5'00" and a long chord bearing Novi 48°09'01" West a distance of 64.55 lee! to a
PRC,
THENCE along the arc of a curve which is concave m the Southwest a distance of 35.00 feet. said curve having a
radius of 241.70 feet. a central angle W Sir 7'48" and a long chord bearing North 28c30'25" West a distance of 3497
feet to a PRC;
THENCE along the are of a curve which is concave to the East a distance of 28.47 feet, said curve having a radius of
50.00 feel, a central angle of 32"37'30" and a long chord bearing North 16v20'34' West a distance of 28,09 feet to a
PT,
THENCE North 00°01'49" West a flounce M 19.40 feet to she POINT OF BEGINNING:
Which above described parcel contains 13, 360 sq. ft. or 0,307 acre, more or less W, and is subject to any rights -of -way
or other easements of record of as now existing on said described parcel of land.
N/1
5leven A. Lund,:;bb.4eMttl cf Ring Surveyors, Inc.
Colorado Registered Professional
Land Survevor #34995
N:)2005289'Jegal descriplionsd.OT 1 EMERGENCY ACCESS ESMTS.doc
Last printed 5/5.2006 11;29 AM