HomeMy WebLinkAboutDocument Markups - Subdivision Plat - 04/04/2025VICINITY MAP
SCALE: 1" = 1000'
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Tharen J. Helgerson
Colorado Professional Land Surveyor No. 38882
For and on behalf of EPS Group, Inc.
PRELIMINARY
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02/05/20
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FOR REV
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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.
SURVEYOR NOTES:
1.The lineal unit of measurement for this plat is U.S. Survey Feet.
2.The Basis of Bearings is the South line of the Northeast Quarter of Section 4, Township 6 North, Range 68 West of the 6th P.M., Larimer County, Colorado,
with the Center Quarter corner of said Section 4 being monumented by a #6 rebar with a 2-1/2" aluminum cap in monument box, LS 33193 and the East
Quarter corner being monumented by a #6 rebar with a 2-1/2" aluminum cap in monument box, LS 33193, and with all bearings contained herein relative
thereto.
3.For all information regarding easements, right-of-way or title of record, EPS Group, Inc. relied upon Order No. FCIF25212433, dated July 18, 2024, prepared
by Land Title Guarantee Company.
4.Neither EPS Group, Inc. nor the Professional Land Surveyor listed hereon has the expertise to address mineral rights, and recommends the owner retain an
expert to address these matters. EPS Group, Inc. and the Professional Land Surveyor listed hereon assumes no responsibility for the mineral rights upon
the subject property.
5.A copy of the title commitment and the documents contained therein were provided to the owner, client and attorney listed hereon for their use and review.
6.Not all documents listed in the title commitment are plottable or definable by their terms. All easements that are definable by their descriptions are shown
hereon with sufficient data to establish their position. Owner, Client and others should refer to the title commitment and those documents listed therein for a
true understanding of all rights of way, easements, encumbrances, interests and title of record concerning the subject property.
7.For easements created by separate document and shown hereon refer to record document for specific terms.
8.Easements and other record documents shown or noted hereon were examined as to location and purpose and were not examined as to restrictions,
exclusions, conditions, obligations, terms, or as to the right to grant the same.
9.Adjacent property owner information per the Larimer County Land Information Locator.
10.Per C.R.S. 38-51-105 (3)(a), (3)(b), (4)(b), (4)(c), & 5, the Developer/Owner of the subdivision plat has the requirement of providing monumentation of the
interior corners created by this platting procedure within one year of the effective date of a sales contract. The Surveyor of record of said subdivision plat
has only the required responsibility of providing for the on the ground monumentation of the external boundary of the subdivision plat.
11.The Professional opinion of the Surveyor is not a determination of law, nor a matter of fact.
12.The adjoining rights of way are depicted hereon for reference only and as requested by the City of Fort Collins.
NOTES AT THE REQUEST OF THE CITY OF FORT COLLINS:
1.Notes as requested by the City of Fort Collins and listed hereon are being required as a condition of approval by the City of Fort Collins.
2.There shall be no private conditions, covenants or restrictions that prohibit or limit the installation of resource conserving equipment or landscaping that are
allowed by Sections 12-120 - 12-122 of the City code.
3.FLOOD ZONE DESIGNATION: Said described property is located within an area having a Zone Designation "X", area of 0.2% Annual Chance Flood
Hazard, by the Federal Emergency Management Agency (FEMA), on Flood Insurance Rate Map No. 08069C0979H, with an effective date of May 2, 2012,
for Community No. 080102 and LOMR 20-08-064P, with an effective date June 25, 2021, in the City of Fort Collins, Larimer County, State of Colorado,
which is the current Flood Insurance Rate Map for the community in which said premises is situated.
SURVEYOR'S STATEMENT
I, Tharen J. Helgerson, a Colorado Professional Land Surveyor do hereby certify 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.
OWNER:
BY: ______________________________________________
Name
STATE OF COLORADO )
) ss
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this ______ day of ___________________, 20____, by
_____________________________ as______________________________ of __________________________________________.
Witness my hand and official seal
My commission expires: ________________
__________________________________________________________
Notary Public
LIENHOLDER
BY: ______________________________________________
STATE OF COLORADO )
)ss.
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this ______ day of ___________________, 20____, by
____________________________ as______________________________ of __________________________________________.
Witness my hand and official seal
My commission expires: ________________
__________________________________________________________
Notary Public
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 SITUATE IN THE NE 1/4 OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF
COLORADO, WHICH, CONSIDERING THE NORTH LINE OF THE SAID NE 1/4 AS BEARING DUE WEST AND WITH ALL BEARINGS CONTAINED HEREIN
RELATIVE THERETO, ARE MORE PARTICULARLY DESCRIBED AS FOLLOWS;
BEGINNING AT A POINT WHICH BEARS EAST 957.10 FEET, AND AGAIN S 02° 03' 30" E, 417.14 FEET FROM THE N 1/4 CORNER OF SAID SECTION 4, AND
RUN THENCE EAST 590.11 FEET TO A POINT ON THE WEST LINE OF FOSSIL CREEK INLET DITCH; THENCE ALONG SAID WEST LINE S 00° 52' E, 36.35
FEET; AND AGAIN S 53° 50' E, 125.95 FEET; AND AGAIN S 61° 20' E, 202.54 FEET; AND AGAIN S 36° 30' E, 285.09 FEET; AND AGAIN S 27° 35' E, 392.54
FEET; AND AGAIN S 11° 51' E, 106.27 FEET; THENCE WEST 1211.26 FEET; THENCE N 02° 03' 30" W, 889.51 FEET TO THE POINT OF BEGINNING.
LESS THAT PORTION CONTAINED IN THAT DEED RECORDED MAY 7, 1999 AT RECEPTION NO. 99040544.
ALSO EXCEPT RIGHT OF WAYS FOR CINQUEFOIL LANE AND LEFEVER DRIVE AS ESTABLISHED AND OR USED.
Said parcel containing 11.13 acres (484,794 square feet), more or less, and maybe subject to easements and rights-of-way now on record or existing.
For themselves and their successors in interest (collectively "owner") 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 TOUCHMARK FORT COLLINS (the "development"), 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.
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 Plat are the fee property of the City as provided in Section 31-23-107 C.R.S.
The City's rights under the 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 same 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 City's 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
properties, 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 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 unrepaired 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 with the obligations under this Plat, 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 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.
ATTORNEY'S CERTIFICATION
I 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 Larimer 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.
Attorney: ______________________________________________
Address: ______________________________________________
Registration No.: ________________________________________
SITE ENGINEER
Kimley Horn & Associates, Inc.
Mary Carlson, PE
3325 South Timberline Road, Suite 130
Fort Collins, Colorado 80525
Phone: (970) 462-9320
OWNER/APPLICANT
Touchmark LLC
5150 SW Griffith Drive
Portland, OR 97005
SITE SURVEYOR
EPS Group Inc.
Tharen Helgerson, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
Phone: (970) 221-4158
APPROVED AS TO FORM, CITY ENGINEER
By the City Engineer of the City of Fort Collins, Colorado this ______day of __________________, 20_____.
____________________________________________________
City Engineer
____________________________________________________
City Clerk
DIRECTOR OF COMMUNITY DEVELOPMENT AND
NEIGHBORHOOD SERVICES APPROVAL
By the Director of Community Development and Neighborhood Services the City of Fort Collins, Colorado this _____ day of
____________________, 20_____.
____________________________________________________
Director of Community Development and Neighborhood Services
PLANNER /
LANDSCAPE
ARCHITECT
Ripley Design, Inc.
Tenae Beane
Project Manager
Fort Collins, Colorado 80521
Phone: (970) 224-5828
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LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
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We'll likely want to add some type of subdivision note here to restrict
future subdivision of the villas and cottages. Many of the concepts of
creating a gated community hinge on the idea that all of the unit
types operate harmoniously as a long-term care facility
EPS RESPONSE: ACKNOWLEDGED, WE WILL
DISCUSS WITH ALL PARTIES PRIOR TO FINAL
EAST 590.11' (R)
N89°29'07"W 590.11'
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PUBLIC R.O.W. DEDICATED BY
(RECEPTION NO. 20060078300
RECEPTION NO. 20020020065
RECEPTION NO. 20240005414)
LOT 1
BLOCK 1
THE SAVOY
TRACT B
BROOKFIELD
SECOND REPLAT
9'
9' UTILITY EASEMENT
(RECEPTION NO. 20240005414)
30'UTILITY & DRAINAGE EASEMENT
(RECEPTION NO. 20240005414)
24'UTILITY & EMERGENCY ACCESS EASEMENT
(RECEPTION NO. 20240005414)
35'UTILITY EASEMENT
(RECEPTION NO. 20240005414)
9'
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(RECEPTION NO. 20240005414)
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ACCESS
EASEMENT
(RECEPTION NO.
20160047574)
DRAINAGE EASEMENT
(RECEPTION NO. 20160047574)
QUIT CLAIM DEED TO THE NORTH
POUDRE IRRIGATION COMPANY
(RECEPTION NO. 99040544)
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UNPLATTED
PART OF THE NE 1/4 OF SECTION 04 - T6N - R68W
(RECEPTION NO. 20240014424)
OFFSITE STORM EASEMENT
(RECEPTION NO. 20230047494)
LOT 1
HARMONY 23
32.02'
14.01'
FOUND #5 REBAR
ORANGE PLASTIC CAP
LS 33272
FOUND #4 REBAR
(BENT)
FOUND #4 REBAR
FOUND #4 REBAR
WITH YELLOW
PLASTIC CAP,
ILLEGIBLE
FOUND #4 REBAR
UTILITY EASEMENT
(RECEPTION NO. 20170062764)
UTILITY EASEMENT
(RECEPTION NO. 20020020073)
9'
UTILITY EASEMENT
(RECEPTION NO. 20020020074)
9'
NO
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)
C9
4
S89°29'02"E 630.45'C95
EAST QUARTER CORNER
SECTION 4 - T6N - R68W
FOUND #6 REBAR WITH 2-1/2" ALUMINUM CAP
IN MONUMENT BOX, LS 33193
CENTER QUARTER CORNER
SECTION 4 - T6N - R68W
FOUND #6 REBAR WITH 2-1/2" ALUMINUM CAP
IN MONUMENT BOX, LS 33193
NORTH QUARTER CORNER
SECTION 4 - T6N - R68W
1558.43'
N88°36'29"W 2642.46'1084.03'
BASIS OF BEARING
SOUTH LINE OF THE NE 1/4
OF SECTION 4 - T6N - R68W
EAST 957.10' (R)
S89°29'07"E 957.10'
30
.
0
2
'
HARMONY ROAD (RIGHT OF WAY WIDTH VARIES)
FOUND #4 REBAR
YELLOW PLASTIC CAP
LS 12374
NORTH LINE OF THE NE 1/4
OF SECTION 4 - T6N - R68W
ADDITIONAL
RIGHT-OF-WAY
AREA TO BE DEDICATED
TO THE CITY OF
FORT COLLINS
0.01 Acres
ADDITIONAL
RIGHT-OF-WAY
AREA TO BE DEDICATED
TO THE CITY OF
FORT COLLINS
0.09 Acres
ADDITIONAL
RIGHT-OF-WAY
AREA TO BE DEDICATED
TO THE CITY OF
FORT COLLINS
0.04 Acres
N89°29'07"W 143.88'
TRACT A
813,452 Sq. Ft.±
18.67 Acres
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Sheet
Of Sheets
LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
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0.75'
6'6'
NORTH
( IN U.S. SURVEY FEET )
1 inch = feet
Feet03030
30
60 90
Tharen J. Helgerson
Colorado Professional Land Surveyor No. 38882
For and on behalf of EPS Group, Inc.
PRELIMINARY
PRELIM
I
N
A
R
Y
02/05/20
2
5
FOR REV
I
E
W
O
N
L
Y
EXISTING RIGHT OF WAY LINE
EXISTING EASEMENT LINE
LEGEND
EXISTING LOT LINE
PLAT BOUNDARY LINE
PROPOSED LOT LINE
SECTION LINE
FOUND PROPERTY CORNER MONUMENT
AS DESCRIBED
SET #4 REBAR WITH ORANGE PLASTIC
CAP, PLS 38882
UNLESS OTHERWISE NOTED
FOUND SECTION CORNER MONUMENT
AS DESCRIBED
SURVEY TIE LINE
SEE SHEET 7 FOR CURVE AND LINE TABLES
Utility easement
needs to start at the
back of ROW
Need 9 ft of Utility
easement along
Cinquefoil Lane
EPS RESPONSE: REVISED
EPS RESPONSE: REVISED
TRACT A
813,452 Sq. Ft.±
18.67 Acres
EAST 590.11' (R)
N89°29'07"W 590.11'
ADDITIONAL
RIGHT-OF-WAY
AREA TO BE DEDICATED
TO THE CITY OF
FORT COLLINS
0.01 Acres
33
0
.
0
1
'
(TI
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)
S51
°
4
2
'
2
9
"
E
2
7
4
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0
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'
38.71
'
(TIE)
N64°2
0
'
2
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51
9
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1
'
26
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20' DRAINAGE EASEMENT
(RECEPTION NO. 20130070591
N0
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°
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2
'
3
7
"
W
8
3
8
.
9
0
'
S89°29'07"E 543.33'
119
.
0
8
'
S40
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0
0
'
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4
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E
82' R.O.W.
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32.02'
14.01'
FOUND #5 REBAR
ORANGE PLASTIC CAP
LS 33272
FOUND #4 REBAR
(BENT)
C29
N4
2
°
3
9
'
3
7
"
W
1
2
2
.
6
4
'
N63°
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'
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C44
N3
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°
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4
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9
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C46
S88°27'23"W 231.45'
C70
N46
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C67
L26
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W
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2
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C69L31
C68
0.75'
78.7
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'
S53°
1
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W
C35
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°
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9
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4
9
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2
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9
8
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C36
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°
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2
L10
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3
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26' ACCESS, UTILITY &
EMERGENCY ACCESS
EASEMENT
26'
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STORM EASEMENT
STORM EASEMENT
STORM EASEMENT
20' ACCESS, UTILITY &
EMERGENCY ACCESS
EASEMENT
20' ACCESS, UTILITY &
EMERGENCY ACCESS
EASEMENT
20' ACCESS, UTILITY &
EMERGENCY ACCESS
EASEMENT
PUB
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S3
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C5
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C49S88°27'23"W 140.22'
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UTILITY EASEMENT
UTILITY EASEMENT
UTILITY EASEMENT
UTILITY EASEMENT
(T
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Sheet
Of Sheets
LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
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TOUCHMARK FORT COLLINS
PRELIMINARY PLAT OF
68
W
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NORTH
( IN U.S. SURVEY FEET )
1 inch = feet
Feet03030
30
60 90
Tharen J. Helgerson
Colorado Professional Land Surveyor No. 38882
For and on behalf of EPS Group, Inc.
PRELIMINARY
PRELIMI
N
A
R
Y
02/05/20
2
5
FOR RE
V
I
E
W
O
N
L
Y
EXISTING RIGHT OF WAY LINE
EXISTING EASEMENT LINE
LEGEND
EXISTING LOT LINE
PLAT BOUNDARY LINE
PROPOSED LOT LINE
SECTION LINE
FOUND PROPERTY CORNER MONUMENT
AS DESCRIBED
SET #4 REBAR WITH ORANGE PLASTIC
CAP, PLS 38882
UNLESS OTHERWISE NOTED
FOUND SECTION CORNER MONUMENT
AS DESCRIBED
SURVEY TIE LINE
SEE SHEET 7 FOR CURVE AND LINE TABLES
SE
E
S
H
E
E
T
4
SEE SHEET 5
This should be a private street and
contained within a specific tract
This can be labeled 'access
easement' rather than 'public
access easement' with the intent
for this is for future adaptability
should the project ever sell off. if
the project were to ever sell off in
the future.Ensure that all
easements cover the
entire width of the
private drive
(including sidewalk)
to allow for some
flexibility in utility
location within the
drive.
ADD PUBLIC ACCESS & TRAIL
EASEMENT FOR POTENTIAL
FUTURE CONNECTION TO TRAIL
FC UTILITIES REQUIRES WATER MAIN
EASEMENTS TO PROVIDE 10-FT ON BOTH
SIDES OF THE PIPE (TYP 20-FT WIDTH).
THE 26-FT EASEMENT MAY NOT BE WIDE
ENOUGH IN AREAS DEPENDING ON THE
ALIGNMENT OF THE WATER MAIN.
ADJUST SITE WIDE.
FIRE HYDRANT "POCKET
EASEMENTS" MUST PROVIDE
10-FT EITHER SIDE OF THE FH
AND 5-FT BEHIND THE FH.
ADJUST SITE WIDE.
EPS RESPONSE: REVISED
EPS RESPONSE: REVISED
TRACT A
813,452 Sq. Ft.±
18.67 Acres
(TI
E
)
S51
°
4
2
'
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QUIT CLAIM DEED TO THE NORTH
POUDRE IRRIGATION COMPANY
(RECEPTION NO. 99040544)
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HARMONY 23
32.02'
FOUND #4 REBAR
(BENT)
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L10
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27.25'
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UTILITY EASEMENT
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Sheet
Of Sheets
LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
NO
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NORTH
( IN U.S. SURVEY FEET )
1 inch = feet
Feet03030
30
60 90
Tharen J. Helgerson
Colorado Professional Land Surveyor No. 38882
For and on behalf of EPS Group, Inc.
PRELIMINARY
PRELIMI
N
A
R
Y
02/05/20
2
5
FOR RE
V
I
E
W
O
N
L
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EXISTING RIGHT OF WAY LINE
EXISTING EASEMENT LINE
LEGEND
EXISTING LOT LINE
PLAT BOUNDARY LINE
PROPOSED LOT LINE
SECTION LINE
FOUND PROPERTY CORNER MONUMENT
AS DESCRIBED
SET #4 REBAR WITH ORANGE PLASTIC
CAP, PLS 38882
UNLESS OTHERWISE NOTED
FOUND SECTION CORNER MONUMENT
AS DESCRIBED
SURVEY TIE LINE
SEE SHEET 7 FOR CURVE AND LINE TABLES
SE
E
S
H
E
E
T
3
SEE SHEET 6
EASEMENT WIDTH
NEEDS TO
ACCOMMODATE
FULL TRAIL,
SIDEPATH AND
SHOULDER AREAS
(ROOM FOR
MAINTENANCE).
EPS RESPONSE: REVISED
TRACT A
813,452 Sq. Ft.±
18.67 Acres
12
8
4
.
3
2
'
N1
°
2
3
'
2
7
"
E
51
.
0
0
'
N0
°
0
5
'
5
8
"
E
ADDITIONAL
RIGHT-OF-WAY
AREA TO BE DEDICATED
TO THE CITY OF
FORT COLLINS
0.01 Acres
ADDITIONAL
RIGHT-OF-WAY
AREA TO BE DEDICATED
TO THE CITY OF
FORT COLLINS
0.09 Acres
12
0
.
4
8
'
48
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PUBLIC R.O.W. DEDICATED BY
(RECEPTION NO. 20060078300
RECEPTION NO. 20020020065
RECEPTION NO. 20240005414)
LOT 1
BLOCK 1
THE SAVOY
9'
9' UTILITY EASEMENT
(RECEPTION NO. 20240005414)
30'UTILITY & DRAINAGE EASEMENT
(RECEPTION NO. 20240005414)
24'UTILITY & EMERGENCY ACCESS EASEMENT
(RECEPTION NO. 20240005414)
35'UTILITY EASEMENT
(RECEPTION NO. 20240005414)
LO
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82' R.O.W.
FOUND #4 REBAR
FOUND #4 REBAR
N63°
2
0
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4
2
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W
5
2
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3
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637.04'
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C77L38C80
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EMERGENCY ACCESS
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26'
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UTILITY EASEMENT
(RECEPTION NO. 20020020074)
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48' ACCESS, UTILITY &
EMERGENCY ACCESS EASEMENT
77.45
'
13.47
'
20
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TEX
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20' ACCESS, UTILITY &
EMERGENCY ACCESS
EASEMENT
20' ACCESS, UTILITY &
EMERGENCY ACCESS
EASEMENT
S41
°
4
1
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5
6
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9
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30
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3
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N88°27'38"E 124.21'
C4
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4
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4
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L13L1
4
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10
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C41
L18
L17
L16
L36
L3
7
L3
5
C83
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L40
L41
C81
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S88°27'23"W 75.79'C85
L43
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°
3
2
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C93
S88°27'23"W 62.30'C86
C90
L4
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C9
2
N88°27'23"E 90.06'C88
L44
C87 L42
C79
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8
L3
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C66S88°27'23"W 99.08'
C6
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N88°27'23"E 99.08'C60
N1
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3
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'
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C59S88°27'23"W 99.09'
C5
8
N88°27'23"E 99.10'C57
L29
L2
8
L27
C6
3
C65
C62
13.47
'
L3
4
UTILITY EASEMENT
10' UTILITY EASEMENT
UTILITY EASEMENT
UTILITY EASEMENTUTILITY EASEMENT
UTILITY EASEMENT
C9
4
S89°29'02"E 630.45'C95
AR
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Sheet
Of Sheets
LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
NO
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TOUCHMARK FORT COLLINS
PRELIMINARY PLAT OF
68
W
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NORTH
( IN U.S. SURVEY FEET )
1 inch = feet
Feet03030
30
60 90
Tharen J. Helgerson
Colorado Professional Land Surveyor No. 38882
For and on behalf of EPS Group, Inc.
PRELIMINARY
PRELIMI
N
A
R
Y
02/05/20
2
5
FOR RE
V
I
E
W
O
N
L
Y
EXISTING RIGHT OF WAY LINE
EXISTING EASEMENT LINE
LEGEND
EXISTING LOT LINE
PLAT BOUNDARY LINE
PROPOSED LOT LINE
SECTION LINE
FOUND PROPERTY CORNER MONUMENT
AS DESCRIBED
SET #4 REBAR WITH ORANGE PLASTIC
CAP, PLS 38882
UNLESS OTHERWISE NOTED
FOUND SECTION CORNER MONUMENT
AS DESCRIBED
SURVEY TIE LINE
SEE SHEET 7 FOR CURVE AND LINE TABLES
SE
E
S
H
E
E
T
6
SEE SHEET 3
12.28'
TRACT A
813,452 Sq. Ft.±
18.67 Acres
12
8
4
.
3
2
'
N1
°
2
3
'
2
7
"
E
51
.
0
0
'
N0
°
0
5
'
5
8
"
E
ADDITIONAL
RIGHT-OF-WAY
AREA TO BE DEDICATED
TO THE CITY OF
FORT COLLINS
0.04 Acres
ADDITIONAL
RIGHT-OF-WAY
AREA TO BE DEDICATED
TO THE CITY OF
FORT COLLINS
0.09 Acres
18.00'26.36'6.64'
122.52'12.00'21.36'
TRACT A
BROOKFIELD
SECOND REPLAT
BR
O
O
K
F
I
E
L
D
DR
I
V
E
DRAINAG
E
E
A
S
E
M
E
N
T
(RECEPT
I
O
N
N
O
.
2
0
1
3
0
0
7
0
5
9
1
C1C2N89°29'07"W 143.88'
C3
L1
L2
L3
C4
S2
8
°
1
8
'
5
9
"
E
3
1
4
.
4
4
'
S1
5
°
3
9
'
3
9
"
E
1
7
4
.
7
3
'
TRACT B
BROOKFIELD
SECOND REPLAT
30'UTILITY & DRAINAGE EASEMENT
(RECEPTION NO. 20240005414)
9'
9' UTILITY EASEMENT
(RECEPTION NO. 20240005414)NO
R
T
H
E
R
N
LI
G
H
T
S
DR
I
V
E
20'
N89°29'07"W 172.91'
ACCESS
EASEMENT
(RECEPTION NO.
20160047574)
DRAINAGE EASEMENT
(RECEPTION NO. 20160047574)
QUIT CLAIM DEED TO THE NORTH
POUDRE IRRIGATION COMPANY
(RECEPTION NO. 99040544)
OFFSITE STORM EASEMENT
(RECEPTION NO. 20230047494)
FOUND #4 REBAR
FOUND #4 REBAR
WITH YELLOW
PLASTIC CAP,
ILLEGIBLE
UTILITY EASEMENT
(RECEPTION NO. 20170062764)
6'
L5
C14
42.16'
N89°16'30"E
C16
S66°3
9
'
5
8
"
E
6
5
.
6
3
'
C19
C22
L7
C23
N3
°
5
6
'
2
5
"
E
5
3
.
0
6
'
C2
5
N2
2
°
2
6
'
1
1
"
W
9
6
.
7
7
'
C2
6
N2
6
°
5
6
'
0
6
"
W
1
1
6
.
8
4
'
N2
5
°
1
0
'
1
2
"
W
6
8
.
9
3
'
N2
8
°
3
0
'
0
5
"
W
6
8
.
2
1
'
C2
7
N1
0
°
2
6
'
0
1
"
E
7
2
.
5
7
'
C4
3
N63°
2
0
'
4
2
"
W
5
2
.
2
3
'
C11
C6
7.20'
C8 C7
6'
C20C18
N66°3
9
'
5
8
"
W
6
5
.
3
2
'
C17
42.16'
S89°16'30"WC15
L6
PU
B
L
I
C
A
C
C
E
S
S
&
T
R
A
I
L
E
A
S
E
M
E
N
T
12' P
U
B
L
I
C
A
C
C
E
S
S
& TR
A
I
L
E
A
S
E
M
E
N
T
30' ACCESS, UTILITY &
EMERGENCY ACCESS
EASEMENT
26
'
A
C
C
E
S
S
,
U
T
I
L
I
T
Y
&
EM
E
R
G
E
N
C
Y
A
C
C
E
S
S
EA
S
E
M
E
N
T
9' UTILITY EASEMENT
UTILITY EASEMENT
(RECEPTION NO. 20020020073)
9'
C9C1
0
54.06'99.22'
NO
R
T
H
P
O
U
D
R
E
I
R
R
I
G
A
T
I
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N
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A
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(R
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P
T
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N
N
O
.
2
0
1
6
0
0
4
7
5
7
4
)
155.88'
12
'
P
U
B
L
I
C
A
C
C
E
S
S
&
T
R
A
I
L
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A
S
E
M
E
N
T
S41
°
4
1
'
5
6
"
W
9
0
.
0
9
'
L9
C3
0
S3
°
5
6
'
2
5
"
W
7
8
.
0
4
'
C24
L8C21
72
.
1
8
'
10
2
.
5
5
'
N1
0
°
2
6
'
0
1
"
E
7
6
.
8
9
'
C3
7
C3
8
S88°27'38"W 120.56'
30
.
0
0
'
N1
°
3
2
'
2
2
"
W
N88°27'38"E 124.21'
C39
C4
0
N63°
2
0
'
4
2
"
W
5
2
.
2
3
'
L13L1
4
L15
10
.
0
'
10
.
0
'
C41
10' UTILITY EASEMENT
C9
4
LOT 1
HARMONY 23
FO
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:
DR
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:
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Sheet
Of Sheets
LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
NO
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TOUCHMARK FORT COLLINS
PRELIMINARY PLAT OF
68
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=
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7
NORTH
( IN U.S. SURVEY FEET )
1 inch = feet
Feet03030
30
60 90
Tharen J. Helgerson
Colorado Professional Land Surveyor No. 38882
For and on behalf of EPS Group, Inc.
PRELIMINARY
PRELIMI
N
A
R
Y
02/05/20
2
5
FOR RE
V
I
E
W
O
N
L
Y
EXISTING RIGHT OF WAY LINE
EXISTING EASEMENT LINE
LEGEND
EXISTING LOT LINE
PLAT BOUNDARY LINE
PROPOSED LOT LINE
SECTION LINE
FOUND PROPERTY CORNER MONUMENT
AS DESCRIBED
SET #4 REBAR WITH ORANGE PLASTIC
CAP, PLS 38882
UNLESS OTHERWISE NOTED
FOUND SECTION CORNER MONUMENT
AS DESCRIBED
SURVEY TIE LINE
SEE SHEET 7 FOR CURVE AND LINE TABLES
SE
E
S
H
E
E
T
5
SEE SHEET 4
EASEMENT WIDTH
NEEDS TO
ACCOMMODATE
FULL TRAIL,
SIDEPATH AND
SHOULDER AREAS
(ROOM FOR
MAINTENANCE).
EPS RESPONSE: REVISED
LINE TABLE
Line #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
Direction
N1°00'22"E
N88°59'38"W
S1°00'22"W
N0°30'53"E
N0°25'17"W
S0°25'17"E
N69°00'01"E
S69°00'01"W
N54°46'18"W
S63°20'42"E
N63°20'42"W
N11°51'31"E
S88°27'38"W
N1°32'22"W
N88°27'38"E
N29°09'36"E
S60°50'24"E
S29°09'36"W
S88°27'23"W
S88°27'09"W
S1°32'51"E
N88°27'09"E
N88°27'23"E
N1°32'37"W
Length
9.28'
50.99'
10.00'
10.62'
18.58'
18.77'
3.53'
8.81'
14.11'
20.86'
20.86'
30.26'
8.14'
10.00'
8.14'
8.52'
10.00'
8.52'
15.23'
6.48'
10.00'
8.35'
14.30'
10.00'
LINE TABLE
Line #
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
L48
Direction
S88°27'23"W
S88°27'08"W
N88°27'23"E
N1°32'37"W
S88°27'23"W
N1°32'53"W
S88°27'08"W
N73°12'02"W
N73°12'02"W
S21°03'36"W
S21°03'36"W
N68°56'24"W
N21°03'36"E
S88°27'23"W
S46°32'37"E
S43°27'23"W
N46°32'37"W
N88°27'23"E
S58°27'23"W
S61°32'37"E
N43°27'23"E
S46°32'37"E
S43°27'23"W
N1°32'37"W
Length
15.47'
0.96'
14.30'
10.00'
15.47'
17.64'
0.66'
25.42'
25.42'
26.00'
21.50'
10.00'
21.63'
15.45'
16.17'
10.00'
15.35'
36.43'
8.60'
8.60'
12.14'
10.00'
16.61'
2.31'
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
LENGTH
90.08'
71.35'
24.05'
24.36'
23.02'
101.09'
70.23'
13.91'
10.14'
10.02'
14.34'
18.26'
4.76'
34.44'
15.66'
86.84'
82.10'
84.23'
88.80'
5.37'
4.49'
9.87'
4.54'
18.17'
20.26'
15.23'
18.33'
45.38'
34.99'
36.57'
31.42'
31.42'
RADIUS
78.50'
382.00'
15.00'
15.21'
15.00'
84.50'
376.00'
15.00'
15.00'
15.21'
15.21'
15.00'
15.00'
22.00'
10.00'
235.00'
223.00'
257.00'
245.00'
4.00'
4.00'
24.00'
4.00'
16.00'
44.00'
194.00'
194.00'
94.00'
106.00'
25.00'
20.00'
20.00'
DELTA
65°45'02"
10°42'07"
91°51'26"
91°45'44"
87°56'30"
68°32'51"
10°42'07"
53°08'30"
38°42'56"
37°44'23"
54°01'20"
69°44'48"
18°11'42"
89°41'48"
89°41'48"
21°10'17"
21°05'41"
18°46'43"
20°45'58"
76°55'27"
64°21'50"
23°34'03"
65°03'35"
65°03'35"
26°22'37"
4°29'54"
5°24'49"
27°39'29"
18°54'46"
83°48'53"
90°00'00"
90°00'00"
BEARING
N67°18'42"W
S85°09'50"W
N43°34'06"W
S45°54'36"W
N45°30'52"W
S65°54'48"E
N85°09'50"E
N62°55'34"W
S16°59'51"E
N18°53'56"E
S64°46'48"W
S54°36'43"E
N10°38'28"W
N44°25'37"E
S44°25'37"W
S80°08'21"E
N80°10'39"W
N76°03'19"W
S77°02'57"E
N46°58'57"W
S36°49'06"W
N80°47'02"E
N36°28'13"E
S36°28'13"W
N09°14'53"W
N24°41'09"W
N31°12'30"W
N47°44'39"W
N52°07'00"W
N12°51'52"W
N71°39'18"E
S18°20'42"E
CHORD
85.22'
71.25'
21.55'
21.84'
20.83'
95.17'
70.13'
13.42'
9.94'
9.84'
13.82'
17.15'
4.74'
31.03'
14.10'
86.34'
81.64'
83.85'
88.31'
4.98'
4.26'
9.80'
4.30'
17.21'
20.08'
15.23'
18.32'
44.94'
34.83'
33.40'
28.28'
28.28'
CURVE TABLE
CURVE
C33
C34
C35
C36
C37
C38
C39
C40
C41
C42
C43
C44
C45
C46
C47
C48
C49
C50
C51
C52
C53
C54
C55
C56
C57
C58
C59
C60
C61
C62
C63
C64
LENGTH
31.42'
31.42'
51.29'
40.15'
9.59'
43.76'
41.48'
321.89'
8.03'
120.48'
451.98'
126.43'
53.59'
78.47'
39.27'
29.53'
39.27'
9.74'
15.71'
11.59'
10.55'
31.42'
9.27'
15.71'
15.71'
31.40'
15.71'
15.71'
39.27'
11.59'
10.55'
31.42'
RADIUS
20.00'
20.00'
104.00'
25.00'
325.00'
25.00'
25.00'
325.00'
298.00'
298.00'
351.00'
272.00'
56.00'
82.00'
25.00'
25.00'
25.00'
25.00'
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
25.00'
10.00'
10.00'
10.00'
DELTA
90°00'00"
90°00'00"
28°15'15"
92°00'42"
1°41'28"
100°16'55"
95°03'31"
56°44'49"
1°32'37"
23°09'55"
73°46'43"
26°37'53"
54°49'48"
54°49'48"
90°00'16"
67°40'10"
89°59'44"
22°19'34"
90°00'16"
66°25'19"
60°26'53"
180°00'00"
53°07'48"
89°59'44"
90°00'16"
179°55'11"
89°59'44"
90°00'16"
89°59'59"
66°25'19"
60°26'53"
180°00'00"
BEARING
S71°39'18"W
N18°20'42"W
N57°33'31"W
N44°30'32"E
N09°35'17"E
N41°23'55"W
N40°55'52"E
N34°58'18"W
S62°34'24"E
S48°17'46"E
N26°27'21"W
N50°01'46"W
N64°07'43"W
N64°07'43"W
S43°27'15"W
N57°42'32"W
N46°32'45"W
N12°42'40"W
N43°27'15"E
N55°14'44"E
S08°11'22"E
N01°32'37"W
N64°58'43"W
N46°32'45"W
N43°27'15"E
N01°35'02"W
N46°32'45"W
N43°27'15"E
N46°32'52"W
N55°14'44"E
S08°11'22"E
N01°32'37"W
CHORD
28.28'
28.28'
50.77'
35.97'
9.59'
38.38'
36.88'
308.89'
8.03'
119.67'
421.39'
125.29'
51.57'
75.51'
35.36'
27.84'
35.35'
9.68'
14.14'
10.95'
10.07'
20.00'
8.94'
14.14'
14.14'
20.00'
14.14'
14.14'
35.36'
10.95'
10.07'
20.00'
CURVE TABLE
CURVE
C65
C66
C67
C68
C69
C70
C71
C72
C73
C74
C75
C76
C77
C78
C79
C80
C81
C82
C83
C84
C85
C86
C87
C88
C89
C90
C91
C92
C93
C94
C95
C96
LENGTH
9.27'
15.71'
39.10'
39.75'
18.96'
17.21'
29.31'
29.32'
17.22'
68.76'
140.28'
131.01'
9.86'
65.92'
51.36'
7.85'
10.51'
31.42'
19.12'
7.85'
13.09'
11.22'
13.09'
13.09'
7.48'
22.26'
31.42'
9.15'
7.85'
23.78'
24.40'
138.51'
RADIUS
10.00'
10.00'
51.00'
25.00'
25.00'
37.00'
63.00'
63.00'
37.00'
25.00'
51.00'
112.00'
25.00'
138.00'
25.00'
5.00'
10.00'
10.00'
10.00'
5.00'
25.00'
25.00'
25.00'
25.00'
5.00'
10.00'
10.00'
10.00'
5.00'
15.00'
15.00'
298.00'
DELTA
53°07'48"
89°59'44"
43°55'27"
91°06'39"
43°27'36"
26°39'19"
26°39'19"
26°39'53"
26°39'53"
157°35'45"
157°35'45"
67°01'09"
22°36'12"
27°22'06"
117°42'32"
90°00'00"
60°13'20"
180°00'01"
109°34'40"
90°00'00"
30°00'00"
25°43'11"
30°00'00"
30°00'00"
85°43'12"
127°32'56"
180°00'00"
52°27'03"
90°00'00"
90°51'01"
93°12'56"
26°37'53"
BEARING
N64°58'43"W
N46°32'45"W
N68°30'10"W
S42°53'49"W
N68°16'07"W
N59°52'23"W
N59°52'23"W
N59°52'06"W
N59°52'06"W
N32°15'43"E
N32°15'43"E
S35°25'50"E
N80°14'31"W
N15°34'06"W
N29°36'07"E
S43°27'23"W
N38°46'03"E
S88°27'23"W
N56°19'57"W
N46°32'37"W
S73°27'23"W
S71°18'59"W
S76°32'37"E
S76°32'37"E
S41°18'59"W
S62°13'51"W
S88°27'23"W
N27°46'09"W
N46°32'37"W
S44°02'48"E
N43°53'10"E
N50°01'46"W
CHORD
8.94'
14.14'
38.15'
35.70'
18.51'
17.06'
29.05'
29.06'
17.06'
49.05'
100.06'
123.66'
9.80'
65.29'
42.79'
7.07'
10.03'
20.00'
16.34'
7.07'
12.94'
11.13'
12.94'
12.94'
6.80'
17.94'
20.00'
8.84'
7.07'
21.37'
21.80'
137.27'
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Sheet
Of Sheets
LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
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Tharen J. Helgerson
Colorado Professional Land Surveyor No. 38882
For and on behalf of EPS Group, Inc.
PRELIMINARY
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02/05/20
2
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