HomeMy WebLinkAboutNORTH COLLEGE MARKETPLACE - Filed S-SUBDIVISION PLAT - 2009-09-11N I VORTHCOLLEGEMARKETPLACE
DATE:
11 /5/08
FILE NAME:
2008249SUB
a
A Subdivision of
A Portion Of The Southwest Quarter Of Section 36, Township 8 North, Range 69 West Of The 6th P.M.
Z City Of Fort Collins, County Of Larimer, State Of Colorado
STATEMENT OF OWNERSHIP AND SUBDIVISION:
Know all men by these presents, that the undersigned, being owners of the following described land
A parcel of land, situate in the Southwest Quarter (SW1/4) of Section Thirty-six (36), Township Eight North
(18N.), Range Sixty-nine West (R.69W.), Sixth Principal Meridian (6th P.M.), City of Fort Collins, County of
Larimer. State of Colorado, being more particularly described as follows:
COMMENCING at the Southwest Comer of said Section 36, as monumented by a 3" Bross Cop embedded in
concrete and stomped "State Highway Department" and assuming the West line of the SW1/4 of said Section
36, as monumented by a %6 Rebar with a 3-1/4" Aluminum Cap stamped "W.P." and "Lund, LS34995" as a
Point on Line 2350.49 feet Northerly of said Southwest Comer of Section 36, to bear North 00*41*23" East,
being a grid bearing of the Colorado State Plane Coordinate System, North Zone, North American Datum
1983/92, with all bearings herein relative thereto;
THENCE South 89'34'58" East along the South line of the SW1/4 of said Section 36 a distance of 275.00
feet to the East line of that parcel of land described in a deed recorded February 9, 1976 at Book 1684,
Page 920 of the Records of Lorimer County,
THENCE North 00'41'23" East along said East line a distance of 40.00 feet to the North line of that parcel
n in deed recorded Mar 1 1 85 Page 275 of the Records of Lorimer
of land described a March 29, 965 of Book 2 g eco
County, and to the POINT OF BEGINNING;
THENCE North '41'23" East aloe a line parallel with n 75.00 feet Easterly of as measured at a right
E CE or 00 g e pa o el t and 2 y g
angle to the West Line of the SW1/4 of said Section 36 a distance of 141.97 feet to the Northeast corner
of the Perez Minor Subdivision, recorded October 1, 1992 as Reception Number 19920060475 of the Records
of Lorimer County,
THENCE North 89'34'37" West along the North line of said Perez Minor Subdivision o distance of 235.00 feet
to the Easterly Right of Way (ROW) line of North College Avenue, said line being 40.00 feet Easterly of, as
measured at a right angle to the West line of the SWi/4 of said Section 36;
THENCE North 00'41'23" East along said Easterly ROW line a distance of 691.87 feet to the South line of
that parcel of land referred to on "Grape Street" and conveyed to the City of Fort Collins in a deed recorded
June 12, 1961 in Book 1143, Page 185 of the Records of Lorimer County,
THENCE South 89'23'30" East along the South line of said parcel of land referred to as "Grope Street" a
distance of 548.77 feet to the Southeast comer thereof;
THENCE North 45'25'43" West along the Easterly line of said parcel of land referred to as "Grope Street" a
distance of 28.81 feet to the Southeast corner of that parcel of land conveyed in a deed recorded December
15, 1955 in Book 1008, Page 476 of the Records of Lorimer County,
THENCE North 44'17'14" West along the Northeasterly line of said parcel conveyed in a deed recorded
December 15, 1955 in Book 1008, Page 476 and the Northwesterly prolongation thereof a distance of 332.23
feet;
THENCE North 8923'30" West a distance of 43.50 feet;
THENCE South 50'20'01" West a distance of 297.55 feet to the Northerly line of that parcel of land initially
described in a deed recorded November 27, 1945 in Book 800, Page 4 of the Records of Lorimer County,
THENCE North 89'23'30" West along said Northerly line a distance of 7.93 feet to the Easterly line of that
parcel of land conveyed to the Department of Highways in a deed recorded April 9, 1955 in Book 991, Page
32 of the Records of Larimer County,
THENCE North 00'41'23" East along said Easterly line a distance of 44.52 feet to the Northeasterly comer of
said parcel described in Book 991, Page 32;
THENCE South 62'41'23" West along the Northerly line of said parcel a distance of 16.99 feet to the Easterly
Right of Way (ROW) line of North College Avenue, said line being 40.00 feet Easterly of, as measured at a
right angle to the West line of the SW1/4 of said Section 36;
THENCE North 00'41'23" East along said Easterly ROW line a distance of 23.26 feet to the centerline of the
Lorimer and Weld Irrigation Company Canal;
The next Sixteen (I6) courses and distances are along the centerline of the Lorimer and Weld Irrigation
Company Canal:
THENCE North 51'28'20" East a distance of 206.67 feet;
THENCE North 47'54'03" East a distance of 101.85 feet;
THENCE North 55'52'37" East a distance of 108.17 feet;
THENCE North 71'24'28" East a distance of 111.66 feet;
THENCE South 88*09'20" East a distance of 167.14 feet;
THENCE South 84'09'59" East a distance of 103.56 feet;
THENCE South 69'59'36" East a distance of 103.68 feet;
THENCE South 52'08'26" East a distance of 161.52 feet
THENCE South 25'22'25" East a distance of 86.05 feet THENCE South 11'53'51" East o distance of 2DO.95 feet;
THENCE South 16'57'50" East a distance of 50.04 feet;
THENCE South 27'50'58" East a distance of 55.11 feet;
THENCE South 40'05'17* East a distance of 66.06 feet;
THENCE South 51'09'51" East a distance of 96.97 feet;
THENCE South 50*53'15' East a distance of 102.91 feet;
THENCE South 46'38'51" East a distance of 41.41 feet to the East line of the SW1/4 of the SW1/4 of said
Section 36;
THENCE South 00'27'48" West along the East line of the SW1/4 of the SW1/4 of said Section 36 a distance
of 533.09 feet to the North line of that parcel of land described in a deed recorded March 29, 1965 at
Book 1285, Page 275 of the Records of Lorimer County,
THENCE North 89'34'58" West along the North line of that parcel of land described in a deed recorded March
29, 1965 at Book 1285, Page 275 a distance of 1046.57 feet to the POINT OF BEGINNING.
. . . (which above described tract contains 28.294 acres, more or less)
have caused the above described land to be surveyed and subdivided into lots, tracts and streets as shown
on this plat to be known as NORTH COLLEGE MARKETPLACE, subject to all easements and rights -of -way now
of record or existing or Indicated on this plat.
OMER 1908 North College7LL/C/
_ 1,
B)r
MANAGEiZ
STATE OF(
ss.
COUNTY OF „rr4o )
The foregoing instrument was acknowledged before me this
day of WvIE 20 �.
MY C
My commission expires `gyp
Witness my hand and official seal.
1_FINHr1I DER: Advantogi Bank
I{
Dan Spoelme
NOTARIAL CER�FICATE
STATE OF O O i )
/ sa.
COUNTY OF 4 .-Or%off &n
The foregoing instr//yy/w�/ent woo cknowledged before me tl
200 by //e/i e>19� r%C
CERTIFICATE OF DEDICATION:
The undersigned does hereby dedicate and convey to the City Of Fort Collins, Colorado, for public use,
forever, the streets and easements as laid out and designated on this Plot; provided, however, that (1)
acceptance by the city of this dedication of easements does not impose upon the city a duty to maintain
the easements so dedicated, and (2) acceptance by the city of this dedication of streets does not impose
upon the city a duty to maintain streets so dedicated until such time as the provisions of the Maintenance
Guarantee have been fully satisfied.
MAINTENANCE GUARANTEE:
The undersigned hereby warrants and guarantees to the City Of Fort Collins, for a period of two (2) years
from the date of completion and first acceptance by the city of the improvements warranted hereunder, the
full and complete maintenance and repair of the improvements constructed under the authority of this Plat.
This warranty and guarantee is made in accordance with the City Of Fort Collins Land Use Code and/or the
Transitional Land Use Regulations, as applicable. This guarantee applies to the streets and all other
r i h ri hts-of- n other public properties, appurtenant structures and amenities lying within the g way, easements and p pop ,
including, without limitation, all curbing, sidewalks, bike paths, drainage pipes, culverts, catch basins, drainage
ditches and landscaping. Any maintenance and/or repair required on utilities shall be coordinated with the
owning utility company or department.
The undersigned shall maintain said improvements in a manner that will assure compliance on a consistent
basis with all construction standards, safety requirements and environmental protection requirements of the
The undersignedII lso correct and repair, or cause to be corrected and repaired, all damages to
city. shall a p ep g
said improvements resulting from development -related or building -related activities. In the event the
undersigned fails correct n damages within thirty 30 days after written notice thereof, then said
g to co ect any g y( ) ys
damages may be corrected by the city and all coats and charges billed to and paid by the undersigned.
The city shall also have any other remedies available to it as authorized by low. Any damages which
occurred prior to the end of said two (2) year period and which are unrepaired at the termination of said
period shall remain the responsibility of the undersigned.
REPAIR GUARANTEE:
In consideration of the approval of this final plat and other valuable consideration, the undersigned does
hereby agree to hold the City Of Fort Collins, Colorado, harmless for a five (5) year period, commencing
upon the date of completion and first acceptance by the city of the improvements constructed under the
authority of this plat, from any and all claims, damages, or demands arising on account of the design and
construction of public improvements of the property shown herein; and the Owner furthermore commits to
make necessary repairs to said public improvements, to include, without limitation, the roads, streets, tills,
embankments, ditches, cross pans, sub -drains, culverts, walls and bridges within the right-of-way,
easements and other public properties, resulting from failures caused by design and/or construction defects.
This agreement to hold the city harmless includes defects in materials and workmanship, as well as defects
caused by or consisting of settling trenches, fills or excavations.
Further, the undersigned warrants that he/she owns fee simple title to the property shown hereon and
agrees that the City Of Fort Collins shall not be liable to the undersigned or his/her successors in interest
during the warranty period, for any claim of damages resulting from negligence in exercising engineering
techniques and due caution in the construction of cross drains, drives, structures or buildings, the changing
of courses of streams and rivers, flooding from natural creeks and rivers, and any other matter whatsoever
on private property. Any and all monetary liability occurring under this paragraph shall be the liability of the
Owner. I further warrant that I have the right to convey said land according to this Plat.
The obligations of the undersigned pursuant to the "Maintenance Guarantee" and "Repair Guarantee"
provisions set forth above may not be assigned or transferred to any other person or entity unless the
warranted improvements are completed by, and a Letter of Acceptance of the warranted improvements is
received from the city by, such other person or entity.
TICE OF OTHER DOCUMENT
All persons take notice that the Developer and/or Owner has executed certain documents pertaining to this
Development which create certain rights and obligations of the Development, the Developer and/or subsequent
Owners of all or portions of the Development site, many of which obligations constitute promises and
covenants which run with the land. The said documents may also be amended from time to time and may
include, without limitation, the Development Agreement, Site And Landscape Covenants, Final Site Pion, Final
Landscape Plan, and Architectural Elevations, which documents ore on file in the office of the clerk of The
City Of Fort Collins and should be closely examined by all persons interested in purchasing any portion of the
Development site.
ATTORNEYS CERTIFICATION:
1 hereby certify that this Subdivision Plat has been duly executed as required pursuant to Section
2.2.3(C)(3)(a) through (e) inclusive of the Land Use Code of the City of Fort Collins and that all persons
signing this Subdivision Plat on behalf of a corporation or other entity are duly authorized signatories under
the laws of the State of Colorado. This Certification is based upon the records of the Clerk and Recorder
of Lorimer County, Colorado as of the date of execution of the plat and other information discovered by me
through real"le inquiry and is limited as authorized by Section 2.2.3(C)(3)(f) of the Land Use Code.
Attorney.
Address:
Registration No.:
J(SEAL)I
VQT'4Ay,!a�v APPROVED AS TO FORM. CITY ENGINEER
By the City Engineeroof the City ofForrt Collins, Colorado this day of
�OQ FORT Cp�`'y
City -Engineer
��
SEAL
As:
My commission expires2-
Witness my hand and official seal. (SEAL)
I^otdFy Public
X9 11.I"FOUNUOITZy
By the irector of Planning the City of Fort Collins, Colorado this q " day of
A.D., 20.
Direc�� g
LINDA
CLINE
TITLE COMMITMENT NOTE
This survey does not constitute a title search by King Surveyors, Inc. to determine ownership or easements
of record. For all information regarding easements, rights -of -way and title of records, King Surveyors, Inc.
relied upon the following four Title Commitments as prepared by Land Title Guarantee Company to delineate
the aforesaid information.
Title Commitment Number FCC25081221-2, dated March 12, 2008 at 5:00 P.M.,
Title Commitment Number FCC25083230, dated June 25, 2008 at 5:00 P.M.,
Title Commitment Number FC25083275, dated June 26, 2008 at 5:00 P.M.,
Title Commitment Number FTF25084867-2, dated November 4, 2008 at 5:00 P.M.
201
According to Colorado law, you must commence any legal action based upon any defect in this survey
within three years after you discover such defect. In no event, may any action based upon any defect
in this surveybe commenced more than years after the date of the certificate shown hereon.
ten
(13-80-105 C.R.S.)
BASIS OF BEARINGS AND LINEAL UNIT DEFINITION
Assuming the West line of the Southwest Quarter of Section 36, T.8N., R.69W., as bearing North 00'41'23"
East, a Grid Bearing of the Colorado State Plane Coordinate System, North Zone, North American Datum
1983/93, with all other bearings contained herein relative thereto.
The lineal dimensions as contained herein are based upon the "U.S. Survey Foot."
TATEMENT
I, Steven A. Lund, a Colorado Registered Professional Land Surveyor, do hereby state that this Subdivision
Plat was prepared from an actual survey under my personal supervision, that the monumentation as
indicated hereon were found or set as shown, and that the foregoing plat is an accurate representation
thereof, al he bet of m knowledge, information and belief.
. �%Wf►1; �i Y 9 .
Of King Surveyors Inc.
Land
NOTE
1. Refer to Section 3.4.1(E) of the Land Use Code for allowable uses within a buffer zone
2. Pursuant to Section 12-122 of the Municipal Code, no person or property owner association shall
create, cause to be created, enforce or seek to enforce any provision contained in any restrictive
covenant which has the effect of prohibiting or limiting the installation or use of Xeriscape landscaping,
solar/photo-valtaic collectors (if mounted flush upon any established roof line), clothes lines (if located
in back yards), or odor -controlled compost bins, or which has the effect of requiring that a portion of
any individual lot be planted in turf grass.
3. Temporary Construction Easement dedicated with the recordation of this subdivision plat shall terminate
Six (6) months after the final construction of the infrastructure improvements required and necessary to
the use of this subdivision or 3 years after the recordation date of this subdivision plot, whichever shall
occur first.
NOTICE
ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND RECONSTRUCTION
OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE PRIVATE PROPERTY THAT IS
THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE OWNERS OF SAID PROPERTY,
EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A PROPERTY OWNERS' ASSOCIATION,
IF APPLICABLE. THE CITY OF FORT COLLINS SHALL HAVE NO OBLIGATION OF OPERATION,
MAINTENANCE OR RECONSTRUCTION OF SUCH PRIVATE STREETS AND/OR DRIVES NOR
SHALL THE CITY HAVE ANY OBLIGATION TO ACCEPT SUCH STREETS AND/OR DRIVES AS
PUBLIC STREETS OR DRIVES.
NAME
DESCRIPTION
OWNED & MAINTAINED BY
TRACT A
TEMPORARY CONSTRUCTION EASEMENT
1908
NORTH
COLLEGE,
LLC
OUTLOT A
LARIMER AND WELD CANAL
1908
NORTH
COLLEGE,
LLC
OUTLOT B
WETLANDS
1908
NORTH
COLLEGE,
LLC
OUTLOT C
BUFFER PARCEL
1908
NORTH
COLLEGE,
LLC
OUTLOT D
BUFFER PARCEL
1908
NORTH
COLLEGE,
LLC
OUTLOT E
BUFFER PARCEL
1908
NORTH
COLLEGE,
LLC
OUTLOT F
BUFFER PARCEL
1908
NORTH
COLLEGE,
LLC
LAND USE TABLE
OUTLOTS A, B, C, D, E & F 10.248 Acres 36%
TRACT A 17.467 Acres 62%
RIGHT OF WAY 0.579 Acres 2%
TOTAL 28.294 Acres 100%
LEGEND
- - - - - EASEMENT
SECTION LINE
----- RIGHT-OF-WAY
PROPERTY LINE
AE ACCESS EASEMENT
DE DRAINAGE EASEMENT
UE UTILITY EASEMENT
PAE PEDESTRIAN ACCESS EASEMENT
U&cDE UTILITY AND DRAINAGE EASEMENT
A&PAE ACCESS AND PEDESTRIAN
ACCESS EASEMENT
FOUND ALIQUOT CORNER
AS DESCRIBED
SET ALIQUOT CORNER
AS DESCRIBED
. FOUND MONUMENT
AS DESCRIBED
.FOUND #4REBAR WITH A
RED PLASTIC CAP
STAMPED LS 34995
FOUND #4 REBAR WITH A
AL ORANGE PLASTIC CAP
STAMPED LS 37899
SET 24" OF #4 REBAR WITH A
RED PLASTIC CAP STAMPED
KSI, LS 34995
Q CALCULATED POSITION
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
CH BEARING
C1
207.93'
300.00'
39'42'41"
203.79'
S31'27'59"E
C2
47.91'
61.00'
44'59'57"
46.69'
N22'14'45"W
C3
37.05'
50.00'
42'27'05"
36.2V
S68'21'26"E
C4
183.67'
265.00'
39'42'41"
180.02'
S31'27'59"E
C5
278.12'
255.00'
62 29'28"
264.54'
N42'51'23"W
C6
40.79'
50.DO'
46'44'48"
39.67'
S23'45'30"E
C7
29.69'
62,00'
27'26'21"
29.41'
N24'10'28'E
C8
36.00'
62.00'
33*15'52*
3SAW
N54'31'34"E
C9
24.04'
25.00'
55'05'05"
23.12'
S62'12'14"E
C10
31.42'
20.00'
90'01'12"
28.29'
N45'14'38"E
C11
163.81'
300.00'
31*17'10"
161.79'
S7339'33"W
C12
288.78'
997.00'
16'35'45"
287.78'
N82'23'59"W
LINE TABLE
LINE
BEARING
ILENGTH
L1
N45'25'43"W
28.81'
L2
N89 23 30 W
43.50'
L3
N89'23 30 W
7.93'
L4
N00'41'23"E
44.52'
1_5
S62'41'23"W
16.99'
L6
N00'41'23"E
23.26'
1_7
N47'54'03"
101.85'
L8
N55'52 37
108.17'
L9
S84'09'59"
103.56'
L10
S69'59'36"E
103.68'
L11
S25'22'25"E
86.05'
L12
S16'57'50"E
50.04'
L13
S27'50 58 E
55.11'
L14
S40'05'17"E
66.06'
L15
S51'09 51 E
96.97'
L16
0'53'1M
102.91'
L17
S46'38'51"E
41.4V
L18
S47'07'54"E
36.59'
L19
S37'53'38"W
33.11'
L20
S45'25'43"E
21.97'
L21
S00'07'23"W
92 27'
L22
S89'44'46"E
82.00'
L23
N14'10'30"
31.48'
L24
N20'06'57"W
33.78'
L25
S89'34'37"E
15.50'
L26
N89-34-37"W
13.60'
L27
N89'44'46"W
49.55'
L28
NO2'24'09"E
29.16'
L29
S00'25'02"W
8.82'
L30
S00'25'02"W
26.00'
L31
N89'44'46"W
8.50'
L32
S00'15'14'W
20.00'
L33
N89'44'46"W
8.50'
L34
N89'44'46"W
41.51'
L35
N89'44'46'W
43.90'
L36
N89'44'46"W
45.89'
L37
N89'44 46 W
33.63
L38
NOO'15'14"E
20.00'
L39
N89'44'46"W
33.63'
L40
S54'59'43"E
9.35'
L41
S19'27'59"E
21.91'
L42
S70'32'01"W
4.99'
L43
S0015'14"W
22.70'
L44
N89'44'46'W
10.38'
L45
S44'44'43"E
31.47'
L46
S00'00'000W
6.70'
L47
N45'15'17"
34.00'
L48
NOO'15'14"E
11.10'
L49
NOO'15'14"E
11.01'
L50
N45'15'17"E
5.00'
L51
S45'1514"W
39.24'
L52
S89'44'46"E
65.17'
L53
N8944'46'W
16.96'
LINE TABLE
LINE
BEARING
LENGTH
L54
S0015'14"W
20.00'
L55
N89'44 46 W
16.96'
L56
N89'44 46 W
121. 41'
L57
N00'15'14"E
10.00'
L58
N58'00'58"E
18.45'
L59
N50'59'210E
80.00'
L60
N58'00 58 E
63.00'
L61
N85'48 46 E
58.00'
L62
S40'50'57"E
48.25'
L63
N42'05'57"W
50.00'
L64
N55'52'37"E
97.87'
L65
N71'24'28"E
95.83'
L66
S1657'50"E
57.02'
L67
S27'50'58"E
65.23'
L68
N40'44'17"E
50.02'
L69
S89'34'37"E
40.00'
L70
S89 23'30"E
40.00,
L71
S89'23'30'E
55.00'
L72
N00'41'23"E
40.00'
L73
N79'04'19"W
18.10'
L74
N00'25'02"E
36.30'
L75
N00'41'230E
20.00'
L76
N00'41'23"E
43.00'
L77
NOO'41'23"E
36.57'
L78
S44'44'43"E
20.00'
L79
N45'15'17"E
5.00'
L80
S44'44'43"E
89.78'
L81
N89'44'46"W
11.22'
L82
NOO'15'14"E
20.OV
L83
N89'44'46"W
11.22'
L84
NOO'16'390E
20.00'
L85
S87'35'51 "E
30.00'
L86
N00'41'230E
74.50'
L87
SO015'14"W
7.58'
L88
N90'00'00"W
41.21'
L89
NO2'24'09"E
30.19'
L90
N12'3311 W
30.56
L91
N89'44'46"W
67.17'
L92
S0015'14"W
20.00'
L93
N89'44'46"W
121.41'
L94
N89'39'16"W
17.48'
L95
S0015'14"W
25.00'
L96
N89'39'16"W
17.48'
L97
S89'59'16"W
10.00'
L98
S89'44'46"E
5.24'
L99
NOO'15'14"E
16.76'
L100
S89'44'46"E
20.00'
L101
S00'15'14"W
16.76'
L102
NOO'15'14"E
57.75'
L103
N90'00'00"W
10.00'
L104
S89'44'46"E
143.50'
L105
NOO'15'14"E
10.00'
L106
S00'15'14"W
20.29'
LINE TABLE
LINE
BEARING
LENGTH
L107
N89'44'46"W
12.51'
L108
S00'41'23"W
71.97'
L109
S89'44 46 E
143.50'
L110
S00'00'00"E
36,54'
L111
S14'O1'39"W
26.43'
L112
S1617'45"E
38.70'
L113
S15'25'57"W
49.23'
L114
S19'19 58 E
54.40
Li15
S17'47'27"W
53.11'
L116
S14'44'19"E
48.45'
L117
S22 08'50"W
39.82'
L118
S23'04'00"E
34.98'
L119
N90'00 00 E
33.33'
L120
S00'15'140W
16.64'
L121
N89'34'37"W
28.57'
L122
N89'34'37"W
29.10'
L123
S89'44'46"E
8.69'
1_124
SOO'15'14"W
22.99'
L125
S89'44'46"E
22,20'
1_126
S29'44'46"E
18.81'
L127
N001514"E
15.00'
L128
S89'44'46"E
7.64'
L129
S29'44'46"E
17.32'
L130
S89'44'46" E
16.70'
L131
S29'44'46"E
17.32'
L132
S29'44'46"E
17.32'
L133
S89'44'46"E
10.39'
L134
S29'44'46"E
17.32'
L135
S89'44'46"E
5.50,
L136
N00'15'14"E
17.00'
L137
N00'15'14"E
17.00'
L138
S89'44'460E
10.00'
Ll39
N00'15'14"E
17.00'
L140
N00'15'14"E
17.00'
L141
S89'44'46"E
10.00,
L142
N00'15'14"E
17.00'
L143
S89'44 46 E
66,61'
L144
S89'44'46"E
9.44'
L145
S29'44'46"E
20.51'
L146
S89'44'46"E
5.00'
L147
SDO'15'14'W
15.26'
L148
S29'44'46"E
19.93'
L149
S89'44'46"E
10.39'
1150
S29-44-46"E
19.87'
L151
S29'44'46"E
19.40'
L152
S89'44'46"E
10.39'
L153
S29'44'46"E
19.34'
L154
S90100'00"E
34.31'
L155
SOO'15'14"W
15.97'
L156
S89'44'46"E
60.00'
L157
S00'15'14"W
16.24'
L158
N90'00'00"E
36.67'
L159
S90'00'00"E
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PROJECT #:
2008249
1
�.Y l_ SHEET 1 OF 3
Mr coewnse>N exfa: eI n ref:
N-52
100
NORTH COLLEGES R1 FTPLACE
N
NORTHWEST CORNER
SECTION
ALCUL 36, TANPOSITION
R.69W. A Subdivision of
N � CALCULATED POSITION
N A Portion Of The Southwest Quarter Of Section 36, Township 8 North, Range 69 West Of The 6th P.M.,
z N City Of Fort Collins, County Of Larimer, State Of Colorado
wl
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REFERENCE MONUMENT (P.O.L.)
FOUND 2 1/2" ALUMINUM CAP L7 TO THE WEST QUARTER CORNER
ON 06 REBAR, LS 37899 SECTION 36, TAN., R.69W.
WITNESS CORNER FOUND 3 1/4" ALUMINUM CAP
NOT ACCEPTED AS SECTION LINE ON #6 REBAR, LS 34995
SHEET INDEX
50 25 0 50 100 150
1 WITNESS CORNER
1 i SET 24" OF #4 REBAR WITH A
n RED PLASTIC CAP STAMPED SCALE IN FEET
I o �KSI, LS 34995 — SCALE, 1'=50'
40.0' EAST OF ACTUAL POSITION
I _ - - - - - - - - - - - - - - - - - - -
S89'43'41 "E 1316.54' _
SOUTH SIXTEENTH CORNER g6' S88.09'20"E �6],�4' �. SOUTHWEST SIXTEENTH CORNER
1 SECTION 35/36, T.8N., R.69W. ���' L9 \. SECTION 36, T.BN., R.69W.
1 CALCULATED POSITIONLLC $*� (CENTERLINE OF CANAL) FOUND #4 REBAR WITH
I 1 C CAP, LS 5028
PARCELS98363-00440 / 1�•Z� Z \ \ UPDATEDORANGE WITH 30"nOF NO 6 REBAR I
1 Rec.2004V1863NN / N `�0 \ WITH 3 1/4" DIAMETER ALUMINUM CAP
_ _ _ _ _ _ STAMPED AS PER BLM INSTRUCTIONS
C12 ,,� �' \ AND LUND LS 34995
A---_-__ 58809'20"E_- 156_39_ "�GQ ALSO FOUND 2 1 2 ALUMINUM
-------_Se4psss_E _ 1zz53I TA /.
i 5 _ 95.60 sq. CAP ON 1'2 REBAR, LS 37899
/ L6� - -' _ 9 ?'SB3 acr R SS N49'21'26"W - 5.54' FROM
l / AE / 10p 00' L61 S84.54'23'E 163.00' S6�$g36� \ 2• ACCEPTED CORNER POINT POSITION
/N81'46'43"E f 896j
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RIGHT OF WAY I •�0 Grp ACCEPTED CORNER POINT PARCEL 98363-00008
DEDICATED BY 4j� ac / POSITION tiR
1THIS PLAT ��AF AREA OF
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0.014 apes 11 ' G Q OWNERSHIP
WITNESS CORNER y.,a 10/ V O LA
FOUND /4 REBAR WITH I cu �pO 5 �� \ OLITLOTB �1 11 LA
ORANGE PLASTIC CAP, LS 37899 _j 14/ r ROBERT BRECKINRIIX;E `1 ^ \ 327,728 sq.
1.70' SOUTH OF ACTUAL POSITION I \\\\J w V ~ %. J 7.524 acres N �^
1S?/alDE PARCEL 98363-LYAOIS V y rr z s
LIE ofHi b i a s I Rev. 20JO18LK8 v~ ADAMICH
A' B y ^ i 4 BK. JL178 PG 476 �' u), 1
BK 991, A% 32 ni -I `� I BK. 800 PG. 4 y IZ-IS-I9SS � A \a m I
4-09-1955 _ 11-27-1945 NATURAL 1e
w �m
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WITH A RED PLASTIC CAPBUFFER
15 ��p
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BK 991, PG. 31 $ n • BLUE PLASTIC CAP, LS ???25 n
4-0L1955 N76'30'17"W - 0.50' FROM
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ACCEPTED CORNER POINT POSITION
FOUND 3 8 SMOOTH ROD FOUND #4 REBAR WITHRED CAP, LS 34995
O S89.23'30"E 1 528.00' ALSOPLASTIC FOUND #4 REBAR WITH '
. GRAPE STREET S89.23'30"E 548.77' CITYOFFORTCOLLMrS �� BLUE PLASTIC CAP, LS ??725
L70_ ?50.91, _ N51'54'36"W - 0.80' FROM
37.00' BA' 1147 FG. Aff 6-11-196I
WITNESS CORNER b I` 137.77 - - 150.00 - - 24300 _ ACCEPTED CORNER POINT POSITION
FOUND #4 REBAR WITH o I 530.77' I FOUND #4 REBAR WITH
RED PLASTIC CAP, LS 34995 I FOUND #4 REBAR WITH I I ^� RED PLASTIC CAP, LS 34995 I O }
5.0' SOUTH OF ACTUAL POSITION I ORANGE PLASTIC CAP I I �' I L39 ALSO FOUND #4 REBAR
ILLEGIBLE
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BROW I RIGHT OF WAY VARIES I° N8974�l67Y 292,11' _ °I \ gl---------- �y .30?/asDE \ A bs \
------ ----
DEDICATED BY THIS PLAT N 15.97' C 1�8 TJ7T -
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SEE SHEET 3
DATE:
11/5/O8
FILE NAME:
2008249SUB
SCALE:
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2008249
2
Land Surveyor #34995
SHEET 2 OF 3
N-32 2587
i
SEE SHEET 2
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NORTH COLLEGE ALIRIVETPLACE
A Subdivision of
A Portion Of The Southwest Quarter Of Section 36, Township 8 North, Range 69 West Of The 6th P.M.,
City Of Fort Collins, County Of Larimer, State Of Colorado
SEE SHEET 2
_f000' NATURAL FEATURE
67.17' _ BUFFER L22 \
rC 100 S89'59'520W 265.24'
207/E ° o \ MOBILEHOMEPARK
_ _ .w N89 �F4 F6 lY L46 46. 92' ° 2 U O \ �j IVERSON, SYL VAN
h 20!/E--------------- L-----d--•T-----------Jv •,L-------------� ----� \>'c2OE \ \ A
g N89 f4 f6 %Y 205.56' - 66.55' g I SB9w f6 E 113.72' p� O� - . - SB9 f4 f6 E ZL%79 Ass PARCEL 9836_7 G00L00,f
RIGHT OF WAY VARIES S - - - - - - - - - _ _ �O U�pE \ AOS \
I NB9 f4 fb Ir 292. Jl' O O.
� - - - - - -
-t-DEDICATED BY THIS PLAT a 5.9T I O 589 44 f6 E 2J5.84' L - ~RA• \ ", `>>+ \ I
14,852sq. ft. e L135 g 10.78'-------------------
I 0.341acres SB9f4f6E 126.B1 h L-S89f4f6E 100.td`l'-� L 58914406E >00Lb' \
r---------__>000' �a i ---------J t>fs- I >6J0' V5 \ p> \\� �s p�j I
^I �I r 5891416E 116.77--�� I'-46.75' _---_--- 14750E S8944*62F 117.79' 14..75' �•�-L52 � \ \� �\
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1 1 1 0 97ZI&OE cwa� �� No v I 9• \� SS7. \ Qc"Ps \ `�
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1I I� SIT I L107 TRACTA ��\ \ >o,�
pp I I I g I UE 760,865 sq. \O,
O 106' 17.467acres �>OOE N \�� �. AE
I I I g I �L98 TEMPORARY CONSTRUCTION EASEMENT \ SS, N \ tics C S
- J L - _ _ _ -� I .ice I I I 34'UdcDE y9. \
1g S89f4'46"E 93.J8' SB9f4f6'E 116.f0 �ll IT�`+\-824 I II L6 2p� �Syp \\ Cql
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DEDICATED BY THIS PLAT I I
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I I I 11 Iv II
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a 1 I I I I I 1 vl I hh
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1 1 I t 1 L5J 1 1 760,865 sq.
1 I--18..72' C 149 t 152 I I L 125 17.467 acres
r 1�-r 700E - TEMPORARY CONSTRUCTION EASEMENT o m
I L J I� Iry -- S90T7000E-114.02= �,� �t N90tY1'LbE 93.29'i\� L154 J L-L159 c� Iv III
h
- - - - - - - -
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4- 222.50' 30?/E.7NB9 if 5B W 6� 91 / 0. 02 J4 33' I I a ry L _ _ _ -
149.92' 85.08, L121I NATURAL
„W 235.00, I 1 ib RIGHT OF WAY VARIES 200E I��--1N / BUF ERE N89•3437 o
'
LOT I DEDICATED BY THIS PLAT ^ 0 J7.5?/�tDE I� N
PEREZ MINOR W o ry Io OUTLOT F 9,783 sq. ft. I h I T
S11BDIVISION N ^ h n 0.046 acres 0.224 aces 11456' I g I g I "�
15?/etOE I "
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� 1' L1221 f I C81 20..00, I N89'34'58"W 88.57' I I I
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IANETHAAS 1,116s. a0 fn z I' 'I \�� " \�---------- \ - - - o of
- - - - - -
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Rec 99105924 0.026 acres �. 2 - - - -
40' I ^ ^ I 15?/f0c y N !, \F „�1 50.00'
ROW ---✓ \sp 340E - 42.50EI aI
I-- �I OUTLOTE s \'. OE \
998sq. ft. \. 1. 6.53' r5?/- ------------------- I--J r���.•
0.023 acres 165.27' 107.45' f 118.86' C3 - - 1 i0?.OB'
N 15.50' -�- 10' RIGHT OF WAY o {
RIGHT OF WAY -BOOK 1285, PAGE 275 - - -
� BOOK 1597, PAGE 128 a'
1'W _ J - L 292.01'
10 N89'34'58"W - 121.73' -
N89'34'58"W 870.04' - - - - -
(CENTERLINE OF EAST WILLOX LANE)
SHEET INDEX
w
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BK 1684, PU 920
2-91976 EAST WILLOX LANE
;OUTHWEST CORNER
SECTION 36, T.8N., R.69W.
OUND 3" BRASS CAP
H CONCRETE - "STATE
HIGHWAY DEPARTMENT'
50 25 0 50 100 150
„ SCALE IN FEET
SCALE, 1'=50'
LOT2
COUNTRY CLUB CORNERS
77YDW FILING
N89034'58"W
6.14
OUTLOT B
327,728 sq. ft.
7.524 acres
1046.57'275 P B1
K. 1285, G. 40' RIGHT OF WAY
" 3-29-196f BOOK 1285, PAGE 275
754.72' - - .._...-._+
- 40' RIGHT OF WAY
BOOK 1597, PAGE 128
- EAST WILLOX LANE
LOT4 _ WEST SIXTEENTH CORNER
LOT2 � SECTION 36, T.8N., R.69W.
COUNTRY CLUB CORNERS COUNTRY CLUB CORNERS SECTION 1, T.7N., R.69W.-
77IIRD FILING MW jE"G FOUND 2 1/2" ALUMINUM CAP
_ - - ON #6 REBAR, LS 37899
- - -
LOTS 1, BLOCK2
REPLATNO.I OFEVERGREbNPARK
Land Surveyor #34995
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DATE:
11 /5/08
FILE NAME:
2008249SUB
SCALE:
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DRAWN BY:
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2008249
SHEET 3 OF 3
N - 3 2 2587