HomeMy WebLinkAboutASPEN HEIGHTS - Filed S-SUBDIVISION PLAT - 2013-11-2604.
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STATEMENT OF OWNERSHIP AND SUBDIVISION:
Know all persons by these presents, that the undersigned owner(s) of the following described land
A tract of land located in the Southwest Quarter (SW1/4) of Section One (1), Township Seven North (T.7N.),
Pnnnp Sixty-nine West (R.69W.) of the Sixth Principal Meridian (6th P.M.), City of Fort Collins, County of
State of Colorado and being more particularly described as follows:
COMMENCING at the South Quarter corner of said Section 1 and assuming the South line of Southwest
Quarter of said Section 1 as bearing South 89'39'23" East being a Grid Bearing of the Colorado State Plane
Coordinate System, North Zone, North American Datum 1983/2007, a distance of 2646.37 feet with all other
bearings contained herein relative thereto;
THENCE along the Centerline of said Section 1 North 00'19'18" East a distance of 719.83 feet;
THENCE North 56'45'36" West 79.29 feet to the POINT OF BEGINNING, sold POINT OF BEGINNINGlying on the
West right-of-way line of Redwood Street as platted in the Replat No. 1 of Evergreen Park found at
Reception Number 85405, Book 1597 Page 128 in the records of the Lorimer County Clerk and Recorder;
THENCE along said West right-of-way line North 01'27'22" East a distance of 427.21 feet to the beginning
point of a curve, non -tangent to the aforesaid line on the proposed North right-of-way line of East Vine
Drive;
THENCE along said proposed right-of-way line and along the arc of a curve concave to the Northwest a
distance of 24.18 feet, said curve has a Radius of 15.00 feet, a Delta of 92'22'32" and is subtended by a
Chord that bears South 47'38'38" West a distance of 21.65 feet to a Point of Tangency (PT);
THENCE continuing along said proposed right-of-way line North 86'10'06" West a distance of 196.14 feet to
a Point of Curvature (PC);
THENCE continuing along said proposed right-of-way line and along the arc of a curve concave to the
Northeast a distance of 425.84 feet, said curve has a Radius of 1442.50 feet, a Delta of 16'54'52" and is
subtended by a Chord that bears North 77'42'40" West a distance of 424.30 feet to a PT;
THENCE continuing along said proposed right-of-way line North 69'15'14" West a distance of 236.07 feet to
a PC;
THENCE continuing along said proposed right-of-way line and along the arc of a curve concave to the
Southwest a distance of 31.99 feet, said curve has a Radius of 1132.50 feet, a Delta of 01'37'07" and is
subtended by a Chord that bears North 70'03'18" West a distance of 31.99 feet;
THENCE North 00'05'41" West along a line non -tangent to the aforesaid curve a distance of 333.30 feet;
THENCE North 90'00'00" East a distance of 890.80 feet to aforesaid West right-of-way line of Redwood
Street;
THENCE along said right-of-way line North 01'27'22" East a distance of 403.16 feet to a PC;
THENCE continuing along said right-of-way line along the arc of a curve concave to the Southwest a
distance of 194.93 feet, sold curve has a Radius of 358.85 feet, a Delta of 31'07'26" and is subtended by
a Chord that bears North 14'06'21 West a distance of
192.54 feet to a PT;
THENCE continuing along said right-of-way line North 29'40'04" West a distance of 62.81 feet to a PC;
THENCE continuing along said right-of-way line and along the arc of a curve concave to the Northeast a
distance of 230.03 feet, said curve has a Radius of 439.09 feet, a Delta of 30'01'03" and is subtended by a
a Point of Rever
se Curvature PRC
Chord that bears North 14'39'33" West a distance of
227.42 feet to ( ).
THENCE along said right-of-way line of Redwood Street turning into the right-of-way line of Conifer Street
as platted in the aforesaid Replat No. 1 of Evergreen Park and along the arc of a curve concave to the
Southwest a distance of 23.49 feet, said curve has a Radius of 15.00 feet, a Delta of 89'43'59" and is
subtended by a Chord that bears North 44'31'01" West a distance of 21.16 feet to a PT;
THENCE continuing along said right-of-way line of Conifer Street North 89'23'00' West a distance of 0.52
feet to a PC;
THENCE continuing along said right-of-way line and along the arc of a curve concave to the Southeast a
distance of 77.86 feet, said curve has a Radius of 185.87 feet, a Delta of 24'00'00" and is subtended by a
Chord that bears South 78'37'00" West a distance of 77.29 feet to a PT;
THENCE continuing along said right-of-way line South 66'37'00" West a distance of 325.35 feet to a PC;
THENCE continuing along said right-of-way line and along the arc of a curve concave to the Northwest a
distance of 223.74 feet, said curve has a Radius of 540.00 feet, a Delta of 23'44'22" and is subtended by
a Chord that bears South 78'29'11" West a distance of 222.14 feet to a PT;
THENCE continuing along said right-of-way line North 89'38'38" West a distance of 635.41 feet;
THENCE South 00'21'22" West a distance of 1067.73 feet;
THENCE South 89'31'07" East a distance of 486.23 feet;
THENCE South 56'45'36" East a distance of 1033.71 feet to the POINT OF BEGINNING.
. . . (which above described tract contains 31.005 acres, more or less)
for themselves and their successors in interest Breckenridge Group Fort Collins Colorado, LLC 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 Aspen Heights Subdivision, subject to all easements and rights -of -way now of record or
existing or indicated on this Plat. The rights and obligations of this Plat shall run with the land.
OWNER:
Breckenridge Group Fort Collins Colorad LC
By:
Greg Henry, Manager
as.
COUNTY OF IMAS )
The foregoing instrument was acknowledged before me by Greg Henry as Manager for Breckenridge
^ �4A.
Group Fort Collins Colorado, LLC this day of lDi�l[ 20•
My commission expires 14wL%"i��
Witness my hand and official seal. (SEAL)
N tar Public
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.
PROJECT BENCHMARK:
CITY OF FORT COLLINS BENCHMARK #42-97 ELEVATION 4966.75 (NGVD 29 DATUM)
ALTERNATE BENCHMARK:
CITY OF FORT COLLINS BENCHMARK #1-00 ELEVATION 4965.57 (NGVD 29 DATUM)
ASPENHEIGHTS SUBDIVISION
Part Of The Southwest Quarter Of Section 1, Township 7 North, Range 69 West Of The 6th P.M.,
City of Fort Collins, County Of Larimer, State Of Colorado
CERTIFICATE OF DEDICATION:
The Owner does hereby dedicate and convey to the City of Fort Collins, Colorado (hereafter 'City), for public
use, forever, a permanent right-of-way for street purposes and the Easements" as laid out and designated
on this Plat; 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. The streets dedicated on this
- The Cit s ri
ghts hts un
der the
1 7 C.R.S. Section 3 1-23 0 d in Sec 9 s provided Y
Plat are the fee property of the City a p
Easements include the right to install, operate, access, maintain, repair, reconstruct, remove and replace
within the Easements public improvements consistent with the intended purpose of the Easements; the right
to install, maintain and use gates in any fences that cross the Easements; the right to mark the location
of the Easements with suitable markers; and the right to permit other public utilities to exercise these some
rights. Owner reserves the right to use the Easements for purposes that do not interfere with the full
enjoyment of the rights hereby granted. The City is responsible for maintenance of its own improvements and
for repairing any damage caused by its activities in the Easements, but by acceptance of this dedication, the
City does not accept the duty of maintenance of the Easements, or of improvements in the Easements that
are not owned by the City. Owner will maintain the surface of the Easements in a sanitary condition in
compliance with any applicable weed, nuisance or other legal requirements.
Except as expressly permitted in an approved plan of development or other written agreement with the City,
Owner will not install on the Easements, or permit the installation on the Easements, of any building,
structure, improvement, fence, retaining wall, sidewalk, tree or other landscaping (other than usual and
customary grasses and other ground cover). In the event such obstacles are installed in the Easements,
the City has the right to require the Owner to remove such obstacles from the Easements. If Owner does
not remove such obstacles, the City may remove such obstacles without any liability or obligation for repair
and replacement thereof, and charge the Owner the City's costs for such removal. If the City chooses not
to remove the obstacles, the City will not be liable for any damage to the obstacles or any other property
to which they are attached.
The rights granted to the City by this Plat inure to the benefit of the Citys agents, licensees, permittees
and assigns.
MAINTENANCE GUARANTEE:
The Owner hereby warrants and guarantees to the City, 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 to be constructed in connection with the Development which is
the subject of this Plat. This warranty and guarantee is made in accordance with the City Land Use Code
and/or the Transitional Land Use Regulations, as applicable. This guarantee applies to the streets and all
other appurtenant structures and amenities lying within the rights -of -way, Easements and other public
curbing, sidewalks bike paths, drainage pipes, culverts, catch
properties, including, without limitation, all g, P 9
basins, drainage ditches and landscaping. Any maintenance and/or repair required on utilities shall be
coordinated with the owning utility company or department.
The Owner 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 City.
The Owner shall also correct and repair, or cause to be corrected and repaired, all damages to said
improvements resulting from development -related or building -related activities. In the event the Owner fails
to correct any damages within thirty (30) days after written notice thereof, then said damages may be
corrected by the City and all costs and charges billed to and paid by the Owner. The City shall also have
any other remedies available to it as authorized by law. Any damages which occurred prior to the end of
said two (2) year period and which are unrepoired at the termination of said period shall remain the
responsibility of the Owner.
REPAIR GUARANTEE:
In consideration of the approval of this final Plat and other valuable consideration, the Owner does hereby
agree to hold the City harmless for a five (5) year period, commencing upon the date of completion and
first acceptance by the City of the improvements to be constructed in connection with the development
which is the subject 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, fills, 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 Owner warrants that he/she owns fee simple title to the property shown hereon and agrees that
the City shall not be liable to the Owner 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.
Notice Of Other Documents:
All persons take notice that the Owner has executed certain documents pertaining to this Development which
create certain rights and obligations of the Development, the Owner and/or subsequent Owners of all or
portions of the Development site, many of which obligations constitute promises and covenants that, along
the land. The said documents may also be amended from
with the obligations under this Plat, run with
time to time and may include, without limitation, the Development Agreement, Site And Landscape Covenants,
Final Site Plan, Final Landscape Plan, and Architectural Elevations, which documents are on file in the office
of the clerk of the City and should be closely examined by all persons interested in purchasing any portion
of the Development site.
SIGHT DISTANCE EASEMENT RESTRICTIONS•
Sight Distance Easement - The sight distance easement is an easement required by the City at some street
intersections where it is necessary to protect the line of sight for a motorist needing to see approaching
traffic and to react safely for merging their vehicle into the traffic flow. The following are requirements for
certain objects that may occupy a sight distance easement for level grade:
1. Structures and landscaping within the easement shall not exceed 24 inches in height with the following
exceptions:
2.Fences up to 42 inches in height may be allowed as long as they do not obstruct the line of sight for
motorists.
3.Deciduous trees may be allowed as long as all branches of the trees are trimmed so that no portion
thereof or leaves thereon hang lower than six (6) feet above the ground, and the trees are spaced such
that they do not obstruct line of sight for motorists. Deciduous trees with trunks large enough to
obstruct line of sight for motorists shall be removed by the owner.
For non -level areas these requirements shall be modified to provide the some degree of visibility.
TRANSIT EASEMENT NOTE:
The Transit Easements dedicated on this Plat are intended for use by the City of Fort Collins for
construction, operation, maintenance, repair and replacement of improvements and structures associated with
transportation or transit corridors.
ow
ATTORNEYS CERTIFICATION:
I hereby certify that this Subdivision Plat has been duly executed as required pursuant to Section
2.2.3(C)(3)(o) through (a) 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 reasonable inquiry and is limited as authorized by Section 2.2.3(C)(3)(f) of the Land Use Code.
LILEY, ROGW 6: MARTEJ& LLC
By the City Engineer of the City of Fort Collins,
A14v1E.111.bW A.D., 20 . E F.OR
.....
... F
this__ day of
}}SEAL
0
PLANNING APPROVAL Ci *, �,o
7f ,•`
By the Director of Planning the City of Fort Collins, Colorado this �7 day of t S� ^�
A___"_"At%r
A.D., 2013_.
Director of Pfbhning
9fty-ClerW'
. III � : ' • ,� : 171.•]:71�
B, Ka CAL
Jackie A. Sargent, Gene I Mbnager
PUBLIC SERVICE COMPANY OF COLORADO
a Colorado Corporation, d/b/o XCEL ENERGY
By. �-
Name:I������
Title: �i s �� te•�����
FAST LARIMER COUNTY WATER DISTRICT,
a political subdivision of the State of Colorado
l
f
Title: AZ !ir
Review does not constitute "appr val" of plat. Plat Surveyor/
Engineer is responsible for accuracy and completeness of
information.
a political subdiviyt6lApf the State of Colorado
Review does not constitute "approval" of plat.`Plat Surveyor/
Engineer is responsible for accuracy and completeness of
information.
EASEMENT APPROVAL
Utility a ments ore adequate as shown and are hereby approved.
Xcel Energ Poudre Valley REA
TRACT
DESCRIPTION
OWNED 8 MAINTAINED BY
TRACT A
TRACT B
OPEN SPACE AND RESIDENTIAL HOMES
OPEN SPACE AND RESIDENTIAL HOMES
BRECKENRIDGE GROUP FORT COLLINS COLORADO, LLC
BRECKENRIDGE GROUP FORT COLLINS COLORADO, LLC
NOTES
1. The property is in flood zone 'X', "areas determined to be outside the 0.2% annual chance of floodplain"
and flood zone "AE", "areas of 1% chance flood (100-year flood), base flood elevations determined. The
floodway in the channel of a stream plus any adjacent floodplain areas that must be kept free of
encroachment so that the 1% annual chance flood can be carried without substantial increases in flood
height." per City of Fort Collins website fcgov.com and per FEMA flood map 08069CO977G revised June 17,
2008. For further information, call City of Fort Collins Utilities, phone (970) 221-6700.
fire property
is CNN across en
2. Current zoning P P Y
TITLE COMMITMENT NOTE
This survey does not constitute a title search by King Surveyors to determine ownership or easements of
record. For all information regarding easements, rights -of -way and title of records, King Surveyors relied
upon Title Commitment Number 36200-13-01093 TBV, dated September 9, 2013 at 7:30 A.M., as prepared
by North American Title Insurance Company to delineate the aforesaid information.
BASIS OF BEARINGS AND LINEAL UNIT DEFINITION
Assuming the South line of the Southwest Quarter of Section 1, T.7N., R.69W., as bearing South 89'39'23"
East being a Grid Bearing of the Colorado State Plane Coordinate System, North Zone, North American
Datum 1983/2007, a distance of 2646.37 feet with all other bearings contained herein relative thereto.
The lineal dimensions as contained herein are based upon the "U.S. Survey Foot."
Accordingto 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 survey
be commenced more than ten years after the date of the certificate shown hereon. (13-80-105 C.R.S.)
SURVEYOR'S STATEMENT
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, all this _to_the best of my knowledge, information and belief.
sop
Steven A. Zigisa rofessllelf Of King Surveyors
Colorado Reionai
Land Surveyor #34995
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(NOT TO SCALE)
DATE:
2/27/2013
FILE NAME:
2011296A-SUB
SCALE:
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PROJECT:
2011296-A
A
SHEET 1 OF 4
2695
LINE TABLE
LINE
BEARING
LENGTH
N29'40'04"W
L1
62.81'
N30'01'26"W(R)
N89'23'00"W
L2
0.52'
N89'44'22"W(R)
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
CH BEARING
92'22'32"
S47'38'38"W
C1
24.18'
15.00'
92'22'43"(R)
21.65'
S47'55'41"W(R)
N77'42'40"W
C2
425.84'
1442.50'
16'54'52"
424.30'
N77'25'32"W(R)
N70'03'18"W
C3
31.99'
1132.50'
01'37'07"
31.99'
N69'46'39"W(R)
N 14-06.21 "W
C4
194.93'
358.85'
31'07'26"
192.54'
N14'27'43"W(R)
N14'39'33"W
C5
230.03'
439.09'
30'01'03"
227.42'
N15'00'55"W(R)
N44'31'01 "W
C6
23.49'
15.00'
89'43'59"
21.16'
N44'52'23"W(R)
S78'37'00"W
C7
77.86'
185.87'
24'00'00"
77.29'
S78'15'38"W(R)
S78'29'11 "W
C8
223.74'
540.00'
23'44'22"
222.14'
S78'07'49"W(R)
2
LOT 11
LOT AREAS
2181 SQ.FT.
LOCK
TS
1254 SQ.FT.
LOT 2
1150 SQ.FT.
LOT 2
923 SQ.FT.
LOT 3
1150 SQ.FT.
LOT 3
1678 SQ.FT.
LOT 4
1150 SQ.FT.
LOT 4
1593 SQ.FT.
LOT 5
1150 SQ.FT.
LOT 5
923 SQ.FT.
LOT 6
1614 SQ.FT.
LOT 6
923 SQ.FT.
LOT 7
1614 SQ.FT.
LOT 7
923 SQ.FT.
LOT 8
1150 SQ.FT.
LOT 8
1296 SQ.FT.
LOT 9
1150 SQ.FT.
LOT 9
1296 SQ.FT.
LOT 10
1614 SQ.rT.
LOT 10
923 SQ.FT.
LOT 11
923 SQ.FT.
BLOCK 3
LOT 12
1159 SQ.FT.
LOT 1
1559 SQ.FT.
LOT 2
1151 SQ.FT.
BLOCK 7
LOT 3
1565 SQ.FT.
LOT 1
1542 SQ.FT.
LOT 2
1150 SQ.FT.
BLOCK 4
LOT 3
1559 SQ.FT.
LOT 1
1818 SQ.FT.
LOT 2
1150 SQ.FT.
BLOCK 8
LOT 3
1355 SQ.FT.
LOT 1
1558 SQ.FT.
LOT 2
1150 SQ.FT.
BLOCK 5
LOT 3
1311 SQ.FT.
LOT 1
1830 SQ.FT.
LOT 2
920 SQ.FT.
BLOCK 9
LOT 3
920 SQ.FT.
LOT 1
2146 SQ.FT.
LOT 4
920 SQ.FT.
LOT 2
1012 SQ.FT.
LOT 5
920 SQ.FT.
LOT 3
1009 SQ.FT.
LOT 6
1623 SQ.FT.
LOT 4
1411 SQ.FT.
LOT 7
1335 SQ.FT.
LOT 5
1406 SQ.FT.
LOT 8
920 SQ.FT.
LOT 6
999 SQ.FT.
LOT 9
920 SQ.FT.
LOT 7
996 SQ.FT.
LOT 10
920 SQ.FT.
LOT 8
1393 SQ.FT.
LOT 11
920 SQ.FT.
LOT 9
1388 SQ.FT.
LOT 12
1282 SQ.FT.
LOT 10
986 SQ.FT.
LOT 13
1282 SQ.FT.
LOT 11
983 SQ.FT.
LOT 14
920 SQ.FT.
LOT 12
1383 SQ.FT.
LOT 15
920 SQ.FT.
LOT 16
920 SQ.FT.
BLOCK 10
LOT 17
1188 SQ.FT.
LOT 1
2206 SQ.FT.
LOT 2
1192 SQ.FT.
LOT 3
1192 SQ.FT.
LOT 4
1192 SQ.FT.
LOT 5
1673 SQ.FT.
LOT 6
1673 SQ.FT.
LOT 7
1192 SQ.FT.
LOT 8
1192 SQ.FT.
LOT 9
1673 SQ.FT.
LOT 10
1674 SQ.FT.
LOT 11
1214 SQ.FT.
LOT 12
1271 SQ.FT.
LOT 13
1952 SQ.FT.
A SPENHEIGHTS SUBDIVISION
Part Of The Southwest Quarter Of Section 1, Township 7 North, Range 69 West Of The 6th P.M.,
City of Fort Collins, County Of Larimer, State Of Colorado
LINE TABLE
LINE
BEARING
LENGTH
L3
N8938'38"W
44.67'
L4
N89'38'38"W
44.67'
L5
N89'38'38"W
44.67'
L6
N90'00'00"E
61.23'
L7
N89'38'38"W
44.67'
L8
S30'38'05"E
34.53'
L9
N00'21'22"E
35.30'
L10
S00'21'22"W
30.00'
L11
S29'38'38"E
30.00'
L12
S45'10'41"W
14.19'
L13
N89'38'38"W
13.50'
L14
N00'21'36"E
14.99'
L15
N00'00'O0"E
10.71'
Lib
N89'38'38"W
44.67'
L17
S03'47'23"W
50.09'
L18
NO3'04'39"W
50.09'
L19
S03'04'39"E
50.09'
L20
NO3'47'23"E
50.09'
L21
S28'51'44"W
25.00'
L22
S61'08'16"E
76.78'
L23
N8938'38"W
44.67'
L24
N00'00'00"E
25.00'
L25
S47'09'46"W
41.05'
L26
N89-38.13"W
j 44.67'
L27
N90-00-00"E
1 44.67'
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
CH BEARING
C9
102.91'
1075.00'
5'29'05"
102.87'
NO3'05'54"E
C10
105.35'
1100.50'
5'29'05"
105.31'
S03'05'54"W
C11
100.47'
1049.50'
5'29'05"
100.43'
NO3'05'54"E
C12
102.91'
1075.00'
5'29'05"
102.87'
NO3'05'54"E
C13
306.54'
1075.00'
16'20'17"
305.50'
N80'54'19"W
C14
442.82'
1500.00'
16'54'52"
441.21'
N77'42'40"W
C15
100.47'
1049.50'
5*29*05"
100.43'
S03-05-54"W
C16
384.23'
1557.50'
14'08'05"
383.26'
S79'06'04"E
C17
359.93'
1132.50'
18'12'36"
358.42'
N79'58'10"W
C18
105.35'
1100.50'
5'29'05"
105.31'
NO3'05'54"E
C19
100.66'
220.00'
26'12'53"
99.78'
N76'53'33"E
C20
88.99'
194.50'
26'12'53"
88.22'
S76'53'33"W
C21
112.32'
245.50'
26'12'53"
111.35'
N76'53'33"E
C22
100.66'
220,00'
26*12'53"
99.78'
N76'53'33"E
C23
112.32'
245.50'
26'12'53"
111.35'
S76'53'33"W
C24
88.99'
194.50'
26*12'53"
88.22'
N76'53'33"E
C25
181.01'
355.85'
29'08'40"
179.06'
N15'05'45"W
C26
76.60'
182.87'
24'00'00"
76.04'
S78'37'00"W
C27
246.08'
606.56'
23'14'42"
244.40'
S78'14'27"W
C28
118.83'
679.00'
10'01'39"
118.68,
N78'46'O6"E
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
CH BEARING
C69
8.07'
185.50'
229'32"
8.07'
S65'01'53"W
C70
66.01'
185.50'
20'23'23"
65.67'
S79'48'19"W
C71
20.72'
1040.50'
1'08'27"
20.72'
S00'55'35'W
C72
68.88'
1040.50'
3'47'35"
68.87'
S03'56'39"W
C73
112.32'
1 245.50'
1 26'12'53"
111.35'
N76'53'33"E
LINE TABLE
LINE
BEARING
LENGTH
L28
N89'38'38"W
44.67'
L29
S75'21'22"W
46.24'
L30
S60'21'22"W
44.67'
L31
S60'21'22"W
44.67'
L32
N85'00'00"W
27.20'
L33
N85'00'00"W
11.68'
L34
N05'00'00"E
13.50'
L35
S05'00'00"W
13.50'
L36
N61'08'16"W
61.29'
L37
N29'52'00"W
46.27'
L38
S7610'19"W
135.86'
L39
S16'05'33"E
128.88'
L40
S09'59'09'E
23.19'
L41
N00'00'00"E
57.67'
L42
N00'00'00"E
57.67'
L43
N00'00'00"E
57.67'
L44
N00'00'D0"E
57.67'
L45
N00'00'00"E
57.67'
L46
N00'00'DO"E
57.67'
L47
N00'00'00"E
57.67'
L48
N00'00'00"E
57.67'
L49
N00'00'00"E
57.67'
L50
N00'00'00"E
57.95'
L51
N00'00'00"E
59.82'
L52
NOO-00.00"E
63.48'
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
CH BEARING
C29
11.87'
679.DO'
1'00'07"
11.87'
N67'07'03"E
C30
231.61'
442.09'
30'01'03"
228.97'
N14'39'33"W
C31
224.98'
543.00'
23'44'22"
223.38'
S7829'11"W
C32
18.79'
12.00'
89'43'59"
16.93'
N44'31'01"W
C33
23.70'
15.00'
90'31'25"
21.31'
N44'44'18"E
C34
5.06'
58.00'
5'00'00"
5.06'
N87'30'00"W
C35
97.91'
77.00'
72'51'27"
91.45'
N58'34'18"E
C36
26.43'
16.00'
9438'38"
23.53'
S47'40'41"W
C37
18.20'
1049.50'
0'59'37"
18.20'
S05'20'38"W
C38
16.16'
1049.50'
0'52'56"
16.16'
S00'47'50"W
C39
35.44'
1100.50'
1'50'42"
35.44'
SO1'16'43"W
C40
22.01'
245.50'
5'08'09"
22.00'
N87'25'55"E
C41
22.85'
194.50'
6'43'50"
22.84'
S86'38'05"W
C42
0.23'
131.08'
0'05'55"
0.23'
SOO-18-01"W
C43
153.13'
355.85'
24'39'23"
151.96'
N15'09'45"W
C44
11.76'
245.50'
2'44'38"
11.76'
N88'37'41"E
C45
20.76'
245.50'
4'50'40"
20.75'
N84'50'02"E
C46
20.99'
245.50'
4'53'59"
20.99'
N79'57'42"E
C47
30.19'
245.50'
7'02'45"
30.17'
N73'59'20"E
C48
28.63'
245.50'
6'40'51"
28.61'
N67'07'32"E
LINE TABLE
LINE
BEARING
LENGTH
L53
N00'0O'00"E
71.80'
L54
N89'55'04"W
13.00'
L55
N00'00'00"E
55.67'
L56
NOO'00'00"E
55.67'
L57
N00'O0'00"E
55.67'
L58
N00'00'00"E
55.67'
L59
N00'00'00"E
55.67'
L60
N00'00'00"E
55.67'
L61
N00'00'00"E
55.67'
L62
N00'00'00"E
55.67'
L63
N00'00'00"E
55.67'
L64
N00'00'00"E
55.60'
L65
N00'00'00"E
9.33,
L66
S89'38'38"E
49.01'
L67
S89'38'40"E
48.88'
L68
S89'38'38"E
48.77'
L69
S89'38'38"E
48.57'
L70
S89'38'38"E
48.39'
L71
S8938'38"E
48.27'
L72
S8938'38"E
48.14'
L73
S8938'38"E
47.96'
L74
S8938'38"E
47.78'
L75
S89'38'37"E
47.65'
L76
S89-38-38"E
47.52'
L77
N90'0000"E
47.34'
LINE TABLE
LINE
BEARING
LENGTH
L78
N00'00'00"E
55.65'
L79
N00'00'00"E
55.65'
LBO
N00'00'00"E
55.65'
L81
N00'21'22"E
55.66'
L82
S00'21'22"W
55.67'
L83
N00'00'00"E
55.67'
L84
N00'00'00"E
55.67'
L85
N00'00'00"E
55.67'
L86
N00'O0'00"E
55.67'
L87
N00'00'00"E
55.67'
L88
N00'00'00"E
55.67'
L89
NOO-21-22"E
55.67'
L90
S00'21'22"W
55.67'
L91
N00'00'O0"E
55.67'
L92
N00'00'00"E
55.67'
L93
N00'00'00"E
55.67'
L94
N89'38'13"W
44.50'
L95
N89'38'38"W
44.50'
L96
N89'38'38"W
44.50'
L97
N8938'38"W
44.50'
L98
N8938'38"W
44.50'
L99
S66'37'00"W
44.50'
L100
S66'37'00"W
44.50'
L101
S66-37-00"W
44.50'
L102
S66'37'00"W
44.50'
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
CH BEARING
C49
5.06'
194.50'
1'29'28"
5.06'
N89'15'16"E
C50
83.93'
194.50'
24'43'25"
83.28'
N76'08'49"E
C51
51.03'
194.50'
15'01'52"
50.88'
S75'45'13"W
C52
15.12'
194.50'
4*27'11"
15.11'
S66'00'42"W
C53
23.94'
15.00'
91'27'22"
21.48'
N44'16'19"W
C54
23.66'
15.00'
90'21'22"
21.28'
N44'49'19"W
C55
23.47'
15.00'
89'38'38"
21.15'
S45'10'41"W
C56
23.66'
15.00'
90'21'22"
21.28'
S44'49'19"E
C57
23.47'
15.00'
89'38'38"
21.15'
N45'10'41"E
C58
23.56'
15.00'
90'00'00"
21.21'
N4438'38"W
C59
23.56'
15.00'
90'00'00"
21.21'
S45'21'22"W
C60
23.56'
15.00'
90'00'04"
21.21'
N45'21'24"E
C61
23.56'
15.00'
89'59'56"
21.21'
S44'38'36"E
C62
22.94'
15.00'
87'37'28"
20.77'
N42'21'22"W
C63
18.75'
1100.50'
0'58'34"
18.75'
N05'21'10"E
C64
85.34'
185.50'
26'21'29"
84.59'
N76-49-16"E
C65
13.52'
355.85'
2*10'38"
13.52'
N2834'45"W
C66
14.35'
355.85'
2'18'38"
14.35'
N01'40'44"W
C67
40.70'
254.50'
9'09'47"
40.66'
S68'22'00"W
C68
65.34'
254.50'
14'42'40"
65.17'
S8238'41"W
LINE TABLE
LINE
BEARING
LENGTH
L103
S6637'00"W
44.50'
L104
S66'37'00"W
44.50'
L105
S66'37'00"W
44.50'
L106
S66'37'00"W
44.50'
L107
S66'37'00"W
44.50'
L108
S6637'00"W
44.50'
L109
S66'37'00"W
44.50'
L110
S66'37'00"W
44.50'
1-111
S60*21'220W
44.67'
L112
N00'00'00"E
9.33'
L113
N29'38'38"W
80.32'
L114
N60'21'22"E
5.98,
L115
N90'00'00"E
90.87'
L116
N00'00'00"E
2.33'
L117
S32'38'33"E
37.69'
L118
S89'38'02"E
61.87'
L119
S89'38'02"E
62.00'
L120
N00'00'00"E
41.74'
L121
N00'00'00"E
20.00'
L122
S89'39'42"E
58.32'
L123
N00'00'00"E
20.00'
L124
N89'39'42"W
58.44'
L125
N9O'00'00"E
61.08'
L126
N00'21'22"E
30.00'
L127
N00'00'00"E
31.01'
LINE TABLE
LINE
BEARING
LENGTH
L128
N23'23'00"W
52.50'
L129
N90'00'00"E
16.31'
L130
S88'32'38"E
1.30'
L131
N90'00'00"E
59.70'
L132
N90'00'00"E
47.38'
L133
N89'59'15"W
62.95'
L134
S89'59'15"E
63.07'
L135
N00'00'00"E
20.00'
L136
N90'00'00"E
76.96'
L137
N90'00'000E
77.50'
L138
N66'37'00"E
20.00'
L139
N66'37'00"E
17.98'
L140
N23'23'00"W
10.00'
L141
S66'37'00"W
17.98'
L142
S6637'00"W
10.00'
L143
S2323'00"E
52.50'
L144
N00'21'22"E
62.95'
L145
S89'38'38"E
10.00'
L146
S00'21'22"W
62.89'
L147
N90'00'00"E
46.24'
L148
N00'00'00"E
10.00'
L149
N90'00'00"E
46.30'
L150
N00'00'00"E
10.00'
L151
N90'00'00'E
47.32'
L152
j N66-45-08-E
25.92'
LINE TABLE
LINE
BEARING
LENGTH
L153
N6637'00"E
25.92'
L154
S23'23'00"E
6.99'
L155
N23'23'00"W
7.06'
L156
S89'38'34"E
5.00'
L157
S22'32'49"W
49.53'
L158
S00'21'22"W
20.69'
L159
S00'21'22"W
19.31'
L160
S2232'49"W
59.70'
L161
N89'54'19"E
32.20'
L162
N00'00'00"E
20.66'
L163
N90'00'00"E
32.19'
L164
N89'23'00"W
0.52'
50 25 0 50 100 150
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Colorado Registered Professional
Land Surveyor #34995
DATE:
2/27/2013
FILE NAME:
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AV7NOIBTY EASE WENT
PANLFL n1fiWM= STREET
BOOK 2214 PADF 148
139.90' 20.67' 20.67' 20.66' 20.67' 29.00' 29.00' 20.66' 20.67' 29.00' - - - - - \/1 / 1 SIGHT E AST 700.84' ROW g
1 I 1 N o m 50.27' - I I
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B/TIY EASM40N'TL>s 9vE97EI 374.94 U,�/ .o. Ba21JZ PAGE 116
.LOT1 BLOCK8 O O 0 A 0L%uC4
52-0.6- 20.87' 20.68' 20.67' 29.00' 29.00' 20.66' 20.67' z3.s4' Nti9/�•ce a.4 084.592315f. L11,
22L66 yN 0 , 25.5' 1 1 28.00' 20.67' 23.39' 27.N' 20.67' 28.00-1 1 ),. C O" � 40' 1n ql_I A 7IIN
W 9 LOT2 N90'00'00"E 105.00' N90'00'00"E 271.84- .N90;00 E 53ROW ROW
I IIN L67
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64.41- 231.59' C N L68 N
cx F3925
20.87' 20.66' 20.67' 29.01' 29.01' 20.88' 20.87' 29.00' 17.25' - _ I 1 I 1 1 1 1 I I I iT�1+ BOOK 2r.7.y PACE /IB2
a- 1 I- -- - -- -- - - - I BLOCK6 �2e
- - c4c45 C46 '/11 8 LOT4 8 I I I I 1 1 1 1 IL69 I I I I I I I 5' [� E'" J E" °'J'" "'JJ 4r 1 1 \ aLOT 4 wIM W o O O O O O O O E~ E~ F FI I I f 1DVE BLOCK 9 I I I �l I I I I III 1 I ooI IN a a a a .� .a ..1 O O Oi aIII IN I I NI Ik 4Ll hl �I 1I 0 a a •a a a I I LOT5 7 N N I m ry Lz6 11 Io c;jo Sv 20.67' 20.88' 20.87' 29.01' 29.01' 20.66' 20.67' 29.00' 29.00' 20.67' 20.67' 29.00' I g N L70 N r' I I 1 I I I I W I 1 I Q e tO I W Z C0 w1 ge 1�L54 1 1 1 vi M +� + I TRACT B p ,� I "� N LOT 5 N 11 I I W z -4 I W i
st
I I S I $ N9o'00'oo"E 328.94' N I 81 I g I [�, I h l I ry n l 81 g l I I I T I
t co N L65 I I 3 8 $ q 1450 875 s g 8 m m l
p I 1 I J I ,5 w N vt N N . I I I N Q 9 I9 R N Q 1 I 11 I q oLOT6 c l 1 �° O n nn
+� ^ N 16.25' I '� C LOT 6 C. r : . N (Yr iD L3 i0 I 04 O 3 w V) 1
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a .- 1 N 97/E : L129 BLOCK 10 -1 I I I I A O a 1 10.351 acres I I 1 11 1 N N I 3 q
v I ?� I 9.JJ 10vE -I It 8 m LOT 7 e sv h I 1 L4 1. 1 a N$ o w y I a
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N 1 BLOCK 11 I (1' ) I t 1 I I I G� I I O 10,E y1 1 H N' LS ; I 3
o N 1 1 1 I I- 9UE Gy 1 I 8 LOT 8 8 I I I I I I I 1 1 w LOT 8 I I I I 14
I LOT1 I I I a l a I I I IIN N I I"- I Q
N I q 1^ I I I I L73 `' I I I I I-- --} 26.61UME 1 I 11 I� N N N I.'
I I I I
136,315sgft I I I I ___---------2ra.0T--- 1 11 I. t.
N 10.834acres 1 1 I I -------- W I I 1 I I oQ V SDI APA3NA0E EA4YOIr I g LOT 9$ I I I 8 L7 $
I "' I N m l TRACT B NEa Na 20raGarB64r I 25 M N w I I I I 1 I I I I I I I Z m LOT 9 I I I 8 g I I
I s I �I I I I I f` -I I L74 Q I I I I 1 I 1 1 I N NII I I F I
I 450,875 sq.ft B a� 1 1 1 I I m n g 723' _J 725' I I a
h l I pveaE 1 m LOT 10 e I I I i U•D,A&EAE 1 1~ U,DA&EAE I I�_ ��' u 6 I I
25.5' 1 25.5' 10.351 acres - L a-1 I I o o O I DD•AMAE
1 ROW ROW 18 8 LIM l a N L75 N V I I I I I I ,.D,• I I NLOT 10 N 1 I I I
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I I ti t se93955w 27z90' $ I A r--- a 1 IIN L76 N L_ 34-N' - J I_-- 7561_ __ J I I I L J ��ti oLOT 11 o
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i20.6Y soE L16J 1 ''.,
SEE SHEET 4 OF 4
N90000'00"E 890.
(Recorded: S89.42'52"E)
(NOTE: LOT AREAS OF BLOCKS 2 THROUGH 10, SEE SHEET 2 OF 4)
S
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SEE SHEET
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DATE:
2/27/2013
FILE NAME:
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LOT1 I 1011E N909000'E 29714 �6,315sgftl IOU I---------r------------------ m.ao'- W834acre_------__N9av9 — 197Je' ------ I I �-------- —-NBSgO'gT'W 11J.00' I94EASEAEIVTID Pu9/CII[����N90T10'00[ IJf.71'4 J2 �LJSREC ND 65026J05 'I VUDA59,
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84.91' 45.76'LO
8
FOUND #5 REBARSAME AS INDICATEDWITHIN THE OLD TOWNNORTH PLATTRACTFOLDMWNNORT6 I
--------------------- — — — — — .� — — — = 697345w 370.29' — } —
2.55' _ 15 UE 40DL g
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- - - �-(Recorded: S89 52'29"E)
AREA OF UNKNOWN,0
FOUND #4 REBAR 70,
-�
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57.5'
NORTHERLY LINE OF _
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ROW
W \
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50 25 0 50 100 150
SCALE IN FEET
SCALE: 1 "=50'
LEGEND
- - - - - EASEMENT
— - - — SECTION LINE
----- RIGHT-OF-WAY
PROPERTY LINE
100-YEAR FLOODWAY LINE
R RECORDED
UE UTILITY EASEMENT
DE DRAINAGE EASEMENT
ROW RIGHT OF WAY
U&DE UTILITY AND DRAINAGE EASEMENT
U,D,A&EAE UTILITY, DRAINAGE, ACCESS AND
EMERGENCY ACCESS EASEMENT
FOUND AUQUOT CORNER
AS DESCRIBED
. FOUND MONUMENT
AS DESCRIBED
♦FOUND #4 REBAR WITH
ORANGE PLASTIC CAP
LS 34175
SET 24" OF #4 REBAR WITH A
GREEN PLASTIC CAP STAMPED
KSI, LS 34995
O CALCULATED POSITION
C4 BOUNDARY LINE TEXT
C25 LOT LINE TEXT
LJ9 EASEMENT LINE TEXT
Land Surveyor #34995
SEE SHEET 3 OF 4
78..29'11200' 140
ROW ROW
j1812lipIIIV1 1�225' ELECTRIC EASEAOYT900K 213ZPAGE 11626' UTRITY EASEMENT�]
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NC2 (Recorded: N8552'58"W)N86"10'06"W 196.14'Zz40' WAYElawEEASOMT //1--me Na 200900e6M CI r, /57.5' — — — — — — — ROW FEMA 100-YEAR+FEMA OODAARJ—=l� FLOODPLAIN BOUNDARY
\ (FINAL NAME BOUNDARY BY CITY TOBE DETERM ENIp_ OUNCIL BY RESOLUTION)--��-W214.1=
N90000'00"E 890.80'
(Recorded: S89-42'52"E)
DETENT7ONPONDAREA
REC. NO.. 20100038640
OWNER.• C7TYOFFORTC19LLINS
40' 07191AE EASEN"T
RFC No 2O S904OXREC Na 20100035&WAEC N0. 201FOW1741
ROW NORTHEASTERLY LINEOF OLD TOWN NORTH - >202.16•
bs�0
GAP EXISTS BETWEEN
ASPEN HEIGHTS SUBDIVISION AND
THE OLD TOWN NORTH SUBDIVISION
SOUTHWEST CORNER
SECTION 1, T.7N., R.69W.
FOUND 3 1/4" BRASS CAP
IN CONCRETE, ILLEGIBLE
IN MONUMENT BOX
TRACTKKOLD TOWNNOR777
BLOCK 12
LOT1
79,940 sgrtFEMA 100-YEAR
1.835 acres FLOODWAY
BOUNDARY
AREA OF UNKNOWN
OWNERSHIP
S89'39'23"E (BASIS OF BEARINGS) 2646.37'
(Recorded: N00'38'34"E)
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#4 REBAR
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POINT OF BEGINNINGIIS174FOUND
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PLASTIC CAP2mLS
25372
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SOUTH QUARTER CORNER
z
SECTION 1, T.7N., R.69W.
FOUND 3 1/4" BRASS CAP
IN CONCRETE, ILLEGIBLE
POINT OF COMMENCEMENT
FEMA 100-YEAR
FLOODPLAIN
BOUNDARY
DATE:
2/27/2013
FILE NAME:
2011296A—SUB
SCALE:
1"=50'
DRAWN BY:
CSK
CHECKED BY:
SAL
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