HomeMy WebLinkAboutMaps - Subdivision Plat - 08/15/2025PROSPECT ROAD
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TRACTS OF LAND LOCATED IN SECTION 16, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
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NOTES:
1.The Basis of Bearings is the South line of the Southeast Quarter of Section 16, as bearing South 88° 21' 25" East (assumed bearing)
with the South Quarter corner of Section 16 being a 2 12" aluminum cap on #6 rebar, stamped LS 17497 and the Southeast corner of
Section 16 being a 2 12" brass cap in concrete, stamped LS 14823.
2.For all information regarding easements, right-of-way or title of record, EPS Group relied upon Title Commitment Order No.
FCC25216031, dated March 07, 2025 at 5:00 P.M., prepared by Land Title Guarantee Company.
3.The lineal unit of measurement for this plat is U.S. Survey Feet.
4.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.
5.Flood Zone Designation: According to FEMA Map Number 08069C0984H, dated May 2, 2012, a portion of this tract of land is within
a FEMA designated Special Flood Hazard Area (SFHA), and is subject to inundation by the 1% annual chance (100-year) flood. This
area is also included in a Letter of Map Revision (LOMR) Case Number 17-08-1354P effective February 21, 2019. The flood fringe is
an AE Zone, meaning that the BFE'S have been determined.
6.EPS Group or the Professional Land Surveyor listed hereon, does not have the expertise to address mineral rights, and recommends
the owner retain an expert to address these matters. EPS Group or the Professional Land Surveyor listed heron assumes no
responsibility for the mineral rights upon the subject property.
7.For easements created by separate document and shown hereon refer to record document for specific terms.
8.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.
9.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.
10.Adjacent property owner information per the Larimer County Land information Locator.
11.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, or terms.
12.Per CRS 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.
13.Drainage easements to which this note pertains to, are temporary drainage easements for the conveyance of storm water until the
time of development of the tract. Future developments can reroute drainage and replat these easements as necessary.
SURVEYOR'S STATEMENT
I, Robert C. Tessely, a Colorado 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.
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.
OWNER: FORT COLLINS / I-25 INTERCHANGE, LLC
BY: ______________________________________
Jim Birdsall, Manager of Birdsall Land Management, LLC a co-manager of Fort Collins I-25 Interchange Corner, LLC
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:
Tracts of land located in Section 16, Township 7 North, Range 68 West of the 6th Principal Meridian, City of Fort Collins, County of Larimer, State of Colorado, and being more particularly described
as follows:
Considering the South line of the Southeast Quarter of said Section 16 as bearing South 88° 21' 25" East and with all bearings herein relative thereto:
COMMENCING at the South Quarter corner of Section 16;
THENCE along the West line of the Southeast Quarter of Section 16, North 00° 11' 16" East a distance of 360.01 feet to the Northwest corner of Lot 1, Block 1, Boxelder Estates Second Filing to
POINT OF BEGINNING #1;
THENCE continuing along said West line, North 00° 11' 16" East a distance of 736.49 feet;
THENCE North 88° 20' 33" West a distance of 315.26 feet;
THENCE North 25° 21' 13" West a distance of 264.37 feet to the Southeast corner of Cooperslew Open Space Association;
THENCE along the Easterly line of said Cooperslew Open Space Association the following 4 courses and distances:
North 00° 12' 15" East a distance of 1649.54 feet;
THENCE South 89° 47' 45" East a distance of 200.00 feet;
THENCE North 00° 12' 15" East a distance of 216.34 feet;
THENCE South 83° 28' 53" East a distance of 232.09 feet;
THENCE North 00° 08' 06" East a distance of 1117.52 feet (a portion being coincident with the Easterly line of Sunrise Acres 2nd) to the Southwesterly line of Crossroads East Business Center;
THENCE along said Southwesterly line the following 4 courses and distances:
South 25° 46' 37" East a distance of 448.11 feet;
THENCE South 48° 55' 44" East a distance of 1510.22 feet;
THENCE South 24° 21' 14" East a distance of 195.19 feet;
THENCE South 58° 04' 14" East a distance of 132.96 feet;
THENCE North 00° 11' 16" East a distance of 33.04 feet to a point on the Southerly line of Smithfield Subdivision;
THENCE along said Southerly line the following 4 courses and distances:
South 65° 21' 37" East a distance of 353.30 feet;
THENCE South 79° 21' 37" East a distance of 300.00 feet;
THENCE North 57° 08' 23" East a distance of 197.00 feet;
THENCE North 69° 08' 23" East a distance of 141.86 feet to the West right-of-way line of Interstate 25 Frontage Road;
THENCE along said West line the following 2 courses and distances:
South 00° 11' 10" West a distance of 601.01 feet;
THENCE South 01° 58' 22" West a distance of 408.31 feet to the Northeast corner of Lot 1, Interstate Land PUD First Filing;
THENCE along the North and West lines of said Interstate Land PUD First Filing the following 2 courses and distances:
North 76° 26' 25" West a distance of 300.61 feet;
THENCE South 11° 47' 57" West a distance of 629.05 feet to the North right-of-way line of said Interstate 25 Frontage Road;
THENCE along the Northwesterly right-of-way line of said Interstate 25 Frontage Road the following 6 courses and distances:
South 85° 36' 15" West a distance of 289.72 feet;
THENCE South 82° 01' 25" West a distance of 157.09 feet;
THENCE along the arc of a non-tangent curve concave to the Southeast a distance of 493.65 feet, said curve has a Radius of 449.26 feet, a Delta of 62° 57' 26" and is subtended by a Chord
bearing South 43° 37' 30" West a distance of 469.19 feet;
THENCE South 05° 13' 35" West a distance of 157.09 feet;
THENCE South 01° 38' 45" West a distance of 455.56 feet;
THENCE South 46° 38' 49" West a distance of 102.53 feet to the North right-of-way line of Prospect Road;
THENCE along said North line, North 88° 21' 25" West a distance of 222.36 feet to the Southeast corner of Lot 3, Block 2, Boxelder Estates Second Filing;
THENCE along the North and West lines of said Lot 3 the following 3 courses and distances:
North 01° 38' 10" East a distance of 242.51 feet;
THENCE North 88° 21' 50" West a distance of 290.40 feet;
THENCE South 01° 38' 10" West a distance of 240.47 feet to the Northerly right-of-way line of Prospect Road;
THENCE along said Northerly line the following 4 courses and distance:
North 88° 21' 25" West a distance of 110.00 feet;
THENCE North 88° 21' 25" West a distance of 60.00 feet;
THENCE South 01° 38' 10" West a distance of 2.00 feet;
THENCE North 88° 21' 25" West a distance of 346.42 feet to the Southeast corner of Lot 1, Block 1, Boxelder Estates Second Filing;
THENCE along the East and North line of said Lot 1 the following 2 courses and distances:
North 00° 11' 10" East a distance of 302.51 feet;
THENCE North 88° 21' 50" West a distance of 120.13 feet to POINT OF BEGINNING #1.
ALSO:
COMMENCING at the Southeast corner of said Section 16;
THENCE along the south line of the Southeast Quarter of said Section 16, South 88° 21' 25" East a distance of 1282.92 feet;
THENCE departing said South line, North 01° 38' 35" East a distance of 108.43 feet to the North right-of-way line of CDOT right-of-way dedicated at Reception No. 20190057011, said point being
POINT OF BEGINNING #2,
THENCE along the west and north lines of said CDOT right-of-way the following 2 courses and distances:
1.North 03° 42' 25" West a distance of 478.89 feet;
2.THENCE North 89° 55' 29" West a distance of 14.38 feet to the East right-of-way line of I-25 Frontage Road;
THENCE along the East and South lines of I-25 Frontage Road the following 7 courses and distances:
1.North 01° 38' 45" East a distance of 0.71 feet;
2.THENCE North 05° 03' 18" East a distance of 142.46 feet;
3.THENCE along the arc of a non-tangent curve concave to the Southeast a distance of 405.75 feet, said curve has a Radius of 369.26 feet, a Delta of 62° 57' 26" and is subtended by a Chord
bearing North 43° 37' 30" East a distance of 385.64 feet;
4.THENCE North 82° 11' 42" East a distance of 142.46 feet;
5.THENCE North 85° 36' 05" East a distance of 289.72 feet;
6.THENCE North 82° 01' 25" East a distance of 157.09 feet;
7.THENCE along the arc of a non-tangent curve concave to the Northwest a distance of 206.72 feet, said curve has a Radius of 449.26 feet, a Delta of 26° 21' 51" and is subtended by a Chord
bearing North 61° 55' 19" East distance of 204.90 feet to the Westerly right-of-way line of CDOT right-of-way dedicated at Reception No. 20190057011;
THENCE along said Westerly line the following 7 courses and distances:
1.THENCE South 05° 07' 53" West a distance of 218.99 feet;
2.THENCE South 14° 24' 54" West a distance of 190.79 feet;
3.THENCE South 26° 15' 12" West a distance of 382.87 feet;
4.THENCE South 16° 53' 35" West a distance of 143.88 feet;
5.THENCE South 08° 42' 37" West a distance of 88.33 feet;
6.THENCE South 85° 22' 33" West a distance of 200.40 feet;
THENCE South 00° 12' 05" West a distance of 50.22 feet to the Northerly right-of-way line of CDOT right-of-way dedicated at Reception No.'s 20190073105, 20180045897 and 20190065532;
THENCE along said Northerly line the following 3 courses and distances:
1.THENCE South 85° 22' 02" West a distance of 328.26 feet;
2.THENCE North 88° 33' 23" West a distance of 82.80 feet;
3.THENCE North 88° 30' 04" West a distance of 98.18 feet to POINT OF BEGINNING #2, containing 768,726 square feet or 17.648 acres, more or less;
Said described tracts contain 7,545,751 square feet or 173.227 acres, more or less.
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 GATEWAY AT PROSPECT (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 6.3.3(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 6.3.3(C)(3)(f) of the Land Use Code.
Attorney:________________________________________
Address: ________________________________________
________________________________________
Registration No.:__________________________________
EPS Group, Inc.
Stephanie Thomas, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
LANDSCAPE ARCHITECT
TB Group
Kristin Turner
444 Mountain Avenue
Berthoud, CO 80513
(970)-532-5891
EPS Group, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Fort Collins / I-25 Interchange, LLC
Jim Birdsall
P.O Box 7388
Colorado Springs, CO 80933
(719)-540-5800
GENERAL MANAGER
REVIEWED BY:
DATE:
EASEMENT ACCEPTANCE
CACHE LA POUDRE IRRIGATING COMPANY
APPROVED AS TO FORM, CITY ENGINEER
By the City Engineer of the City of Fort Collins, Colorado on this day _________________________________.
____________________________________________________
City Engineer
Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on Behalf of EPS Group, Inc.
PRELIM
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08/15/25
OWNER / APPLICANT
SITE ENGINEER
SURVEYOR
DIRECTOR OF COMMUNITY DEVELOPMENT AND
NEIGHBORHOOD SERVICES APPROVAL
By the Director of Community Development and Neighborhood Services the City of Fort
Collins, Colorado on this day _____________________________________________.
____________________________________________________
Director of Community Development and Neighborhood Services
TRACT H
FUTURE
DEVELOPMENT
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SECTION 16-T7N-R68W
SOUTHEAST CORNER
SECTION 16-T7N-R68W
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4 CORNER
SECTION 16-T7N-R68W
CENTER 1
4 CORNER
SECTION 16-T7N-R68W
CALCULATED POSITION
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SMITHFIELD
AMENDED LOT 7-8
SM
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CO
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PLEASANT ACRES DRIVE
BASIS OF BEARINGS
SOUTH LINE OF THE
SOUTHEAST QUARTER
SECTION 16-T7N-R68W
NORTH 88° 21' 25" WEST
TRACT C
FUTURE
DEVELOPMENT
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
C33
C34
C35
C36
C37
C38
C39
C40
C41
C42
C43
C44
C45
C46
C47
C48
C49
C50
C51
C52
C53
LENGTH
493.65'
405.75'
206.72'
274.49'
131.25'
26.76'
32.32'
60.41'
44.24'
66.30'
30.88'
54.13'
46.09'
42.73'
15.39'
39.92'
38.62'
18.76'
98.70'
33.10'
5.46'
40.12'
55.74'
20.76'
11.28'
61.69'
9.76'
57.59'
31.11'
37.83'
41.92'
10.45'
68.94'
88.15'
111.50'
225.07'
200.64'
51.39'
39.48'
42.35'
88.24'
40.26'
277.56'
43.06'
19.01'
158.64'
52.69'
146.49'
60.00'
52.26'
308.97'
63.00'
237.97'
RADIUS
449.26'
369.26'
449.26'
369.26'
369.26'
50.00'
68.00'
128.00'
278.00'
78.00'
58.00'
128.00'
300.00'
226.50'
1115.39'
25.00'
25.00'
52.00'
3050.00'
52.00'
54.00'
286.50'
1035.50'
50.00'
78.00'
33.05'
78.00'
172.00'
178.00'
53.00'
78.00'
278.00'
449.26'
449.26'
449.26'
449.26'
337.50'
223.50'
63.00'
128.00'
478.00'
278.00'
1100.00'
1134.50'
1134.50'
1134.50'
1065.50'
1065.50'
1100.00'
600.00'
600.00'
40986.99'
568.50'
DELTA
62°57'26"
62°57'26"
26°21'51"
42°35'28"
20°21'57"
30°40'03"
27°14'08"
27°02'32"
9°07'05"
48°42'08"
30°30'14"
24°13'55"
8°48'06"
10°48'33"
0°47'27"
91°29'00"
88°31'00"
20°40'32"
1°51'15"
36°28'15"
5°47'35"
8°01'25"
3°05'04"
23°47'21"
8°17'07"
106°57'08"
7°10'06"
19°11'07"
10°00'52"
40°53'36"
30°47'42"
2°09'10"
8°47'30"
11°14'32"
14°13'10"
28°42'14"
34°03'44"
13°10'25"
35°54'33"
18°57'28"
10°34'35"
8°17'50"
14°27'26"
2°10'28"
0°57'36"
8°00'43"
2°50'00"
7°52'38"
3°07'31"
4°59'25"
29°30'17"
0°05'17"
23°58'59"
BEARING
S43°37'30"W
N43°37'30"E
N61°55'19"E
N33°26'31"E
N64°55'14"E
S16°51'49"W
S45°48'54"W
S72°57'14"W
N88°57'57"W
S54°11'27"E
S14°35'16"E
S12°46'48"W
S29°17'49"W
S39°06'08"W
N46°16'04"E
S45°54'05"W
N44°05'55"W
N78°08'56"E
N89°24'49"E
S71°25'26"E
S88°44'50"W
N05°32'30"E
S03°04'19"W
S10°21'53"E
S26°24'07"E
S84°25'31"E
N40°28'58"E
S36°01'07"W
S40°36'14"W
S15°09'00"W
S20°41'39"E
S37°10'06"E
S16°32'32"W
S26°33'33"W
S39°17'24"W
S60°45'06"W
S55°31'24"W
S79°08'28"W
N85°58'09"E
S66°35'50"E
S51°49'48"E
S42°23'36"E
S39°18'48"E
S45°27'17"E
S43°53'15"E
S39°24'05"E
S45°07'31"E
S39°46'12"E
S30°31'19"E
S58°10'51"W
S75°25'41"W
N61°02'26"E
N78°11'20"E
CHORD
469.19'
385.64'
204.90'
268.22'
130.56'
26.44'
32.02'
59.85'
44.19'
64.32'
30.52'
53.73'
46.04'
42.67'
15.39'
35.81'
34.89'
18.66'
98.70'
32.54'
5.46'
40.09'
55.74'
20.61'
11.27'
53.11'
9.75'
57.32'
31.07'
37.03'
41.42'
10.45'
68.87'
88.01'
111.21'
222.72'
197.70'
51.27'
38.84'
42.16'
88.11'
40.22'
276.82'
43.05'
19.01'
158.51'
52.68'
146.37'
59.99'
52.24'
305.57'
63.00'
236.23'
CURVE TABLE
CURVE
C54
C55
C56
C57
C58
C59
C60
C61
C62
C63
C64
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
C97
C98
C99
C100
C101
C102
C103
C104
C105
C106
LENGTH
275.49'
33.28'
33.51'
3.20'
31.42'
31.42'
306.23'
296.58'
315.87'
305.87'
315.50'
296.23'
53.75'
77.39'
134.31'
59.89'
46.57'
37.05'
57.75'
63.88'
221.42'
160.76'
124.24'
56.51'
275.40'
140.29'
347.95'
210.26'
145.05'
579.63'
30.86'
205.02'
56.88'
187.18'
18.09'
13.34'
26.27'
7.75'
187.74'
21.96'
127.17'
110.68'
31.24'
15.91'
423.31'
428.43'
550.65'
13.43'
66.42'
183.79'
34.25'
33.70'
46.60'
RADIUS
631.50'
20.09'
20.15'
638.50'
20.00'
20.00'
1000.00'
968.50'
1031.50'
1000.00'
1031.50'
968.50'
330.00'
330.00'
180.00'
120.00'
480.00'
108.00'
158.00'
300.00'
250.00'
115.00'
2400.00'
146.36'
265.00'
350.00'
2500.00'
400.00'
1400.00'
600.00'
968.50'
335.00'
631.50'
631.50'
631.50'
631.50'
638.50'
638.50'
1035.50'
28.21'
150.00'
150.00'
100.00'
100.00'
2485.00'
2515.00'
570.00'
449.26'
44.00'
1164.50'
40.00'
23.26'
27.53'
DELTA
24°59'43"
94°54'08"
95°15'29"
0°17'15"
90°00'00"
90°00'00"
17°32'44"
17°32'44"
17°32'44"
17°31'30"
17°31'30"
17°31'30"
9°19'54"
13°26'11"
42°45'03"
28°35'36"
5°33'30"
19°39'29"
20°56'30"
12°11'59"
50°44'44"
80°05'41"
2°57'58"
22°07'23"
59°32'37"
22°57'55"
7°58'28"
30°07'02"
5°56'10"
55°21'04"
1°49'32"
35°03'52"
5°09'38"
16°58'58"
1°38'30"
1°12'36"
2°21'25"
0°41'43"
10°23'17"
44°36'29"
48°34'32"
42°16'37"
17°53'58"
9°06'47"
9°45'37"
9°45'37"
55°21'04"
1°42'48"
86°29'22"
9°02'34"
49°03'52"
83°00'58"
96°58'35"
BEARING
S77°40'58"W
N18°27'47"E
S76°32'07"E
S54°58'51"W
S45°10'50"W
S44°49'10"E
N08°35'32"W
N08°35'32"W
S08°35'32"E
N08°36'10"W
N08°36'10"W
S08°36'10"E
N06°17'57"E
N17°41'00"E
N45°46'37"E
N52°51'20"E
N41°20'17"E
N78°03'49"E
N57°45'49"E
N41°11'34"E
N60°27'57"E
N45°47'28"E
N07°13'37"E
N02°04'47"W
N46°33'15"W
N28°15'55"W
N43°44'07"W
N62°46'51"W
N80°48'27"W
S27°40'32"W
S16°27'08"E
N27°19'29"W
N87°36'00"E
N76°31'42"E
N67°12'58"E
N65°47'24"E
N53°28'37"E
N55°00'12"E
N39°23'27"W
N69°42'53"W
S37°09'27"E
S40°18'24"E
S28°07'05"E
S41°37'27"E
N04°16'15"W
N04°16'15"W
N27°40'32"E
N47°53'00"E
N00°52'22"E
N37°51'02"W
N24°23'50"W
S16°35'39"E
S73°24'21"W
CHORD
273.31'
29.60'
29.78'
3.20'
28.28'
28.28'
305.03'
295.42'
314.64'
304.68'
314.27'
295.08'
53.69'
77.21'
131.21'
59.27'
46.55'
36.87'
57.43'
63.76'
214.25'
147.99'
124.23'
56.16'
263.17'
139.35'
347.67'
207.85'
144.98'
557.36'
30.86'
201.83'
56.86'
186.50'
18.09'
13.34'
26.27'
7.75'
187.49'
21.41'
123.40'
108.19'
31.11'
15.89'
422.80'
427.91'
529.49'
13.43'
60.29'
183.60'
33.22'
30.83'
41.23'
SHEET 10 SHEET 11
SHEET 3
SHEET 4
SHEET 6 SHEET 7
SHEET 8 SHEET 9
SHEET 12 SHEET 13
SHEET 5
CURVE TABLE
CURVE
C107
LENGTH
147.24'
RADIUS
1350.00'
DELTA
6°14'57"
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
DIRECTION
N0°11'16"E
N88°29'12"E
S85°51'02"W
N88°21'23"W
S44°12'46"W
S43°27'29"W
S24°55'19"W
LENGTH
33.04'
59.64'
37.33'
61.54'
1.50'
1.50'
35.00'
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Sheet
Of Sheets
TRACTS OF LAND LOCATED IN SECTION 16, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
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Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on Behalf of EPS Group, Inc.
PRELIM
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FOR REV
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08/15/25
( IN U.S. SURVEY FEET )
1 inch = feet
0
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750'500'250'250'
NORTH
KEYMAP
IN
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SET #4 18" REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
MONUMENT AS DESCRIBED
RIGHT-OF-WAYR.O.W.
LEGEND
PROPOSED EASEMENT LINE
EXISTING R.O.W. LINE
PLAT BOUNDARY LINE
PROPOSED LOT LINE
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR FLOODPLAIN
FOUND PROPERTY CORNER
MONUMENT AS DESCRIBED
PROPOSED R.O.W. LINE
EXISTING LOT LINE
EXISTING EASEMENT LINE
DRAINAGE EASEMENTDE
UTILITY EASEMENTUE
ACCESS EASEMENTAE
FRONTAGE ROAD
PROSPECT ROAD
LOT 4
BLOCK 2
LOT 5
BLOCK 2
LOT 6
BLOCK 2
LOT 7
LOT 13
LOT 15
LOT 16
LOT 17
LOT 12
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FOR LAKE CANAL
BOOK 1338, PAGE 10
LOT 14
LOT 18
LOT 19
CROSSROADS EAST BUSINESS CENTER
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27.823 ac.
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E
FEMA 100-YR
FLOODWAY
FEMA 100-YR
FLOODWAY
(A
L
O
N
G
S
E
C
T
I
O
N
L
I
N
E
N0
0
°
1
1
'
1
6
"
E
2
6
5
9
.
5
4
'
700
.
0
0
'
40'
E
X
C
L
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WAT
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C
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N
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.
2
0
0
6
0
0
4
4
7
2
0
40'
P
E
D
E
S
T
R
I
A
N
AC
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&
T
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A
I
L
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E
M
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(H
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)
40
'
E
A
S
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M
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T
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C
.
N
O
.
2
0
0
2
0
2
3
4
8
2
34
4
.
0
9
'
25'
25'
SU
N
R
I
S
E
A
C
R
E
S
2
N
D
F
I
L
I
N
G
S41
°
0
4
'
1
6
"
W
5.00
'
N48
°
5
5
'
4
4
"
W
46.
0
0
'
N2
5
°
4
6
'
3
7
"
W
25
4
.
2
5
'
S64°1
3
'
2
3
"
W
20.00
'
N2
5
°
4
6
'
3
7
"
W
97
.
0
8
'
S48
°
5
5
'
4
4
"
E
1
5
1
0
.
2
2
'
PLEASANT ACRES
DRIVE
CAN
A
L
D
R
I
V
E
FEMA 100-YR
FLOODPLAIN
FEMA 100-YR
FLOODPLAIN
15
0
.
0
0
'
68
.
6
5
'
BOUNDARY IS 1.03'
EAST OF SECTION LINE
S48
°
5
5
'
4
7
"
E
1
1
6
3
.
7
5
'
N48
°
5
5
'
4
7
"
W
1
1
7
7
.
4
4
'
NORTH QUARTER CORNER
SECTION 16, T.7N., R.68W.
FOUND 2 1/2" ALUMINUM CAP
IN CONCRETE, ILLEGIBLE
IN MONUMENT BOX
SEE SHEET 4
RE
V
I
E
W
E
D
B
Y
:
CL
I
E
N
T
:
DR
A
W
N
B
Y
:
SC
A
L
E
:
DA
T
E
:
PR
O
J
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C
T
:
RA
N
G
E
:
TO
W
N
S
H
I
P
:
SE
C
T
I
O
N
:
Sheet
Of Sheets
TRACTS OF LAND LOCATED IN SECTION 16, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
NO
T
I
C
E
:
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d
i
n
g
t
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C
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l
ac
t
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b
a
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d
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p
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n
a
n
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d
e
f
e
c
t
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c
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a
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a
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0
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2
1
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4
1
5
8
GATEWAY AT PROSPECT
FINAL PLAT OF
68
W
E
S
T
O
F
6
T
H
P
M
7
N
O
R
T
H
16
3
08
/
1
5
/
2
5
1"
=
5
0
'
R.
T
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L
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L.
S
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89
2
-
0
0
2
S:
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9
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9
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0
0
2
P
L
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T
.
d
w
g
13
( IN U.S. SURVEY FEET )
1 inch = feet
0
SEE SHEET 2 FOR SHEET KEY MAP
& CURVE AND LINE TABLES
50
150'100'50'50'
NORTH
Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on Behalf of EPS Group, Inc.
PRELIM
I
N
A
R
Y
FOR REV
I
E
W
O
N
L
Y
08/15/25
SET #4 18" REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
MONUMENT AS DESCRIBED
RIGHT-OF-WAYR.O.W.
LEGEND
PROPOSED EASEMENT LINE
EXISTING R.O.W. LINE
PLAT BOUNDARY LINE
PROPOSED LOT LINE
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR FLOODPLAIN
FOUND PROPERTY CORNER
MONUMENT AS DESCRIBED
PROPOSED R.O.W. LINE
EXISTING LOT LINE
EXISTING EASEMENT LINE
DRAINAGE EASEMENTDE
UTILITY EASEMENTUE
ACCESS EASEMENTAE
LOT 30
LOT 29
20' EASEMENT FOR THE
CACHE LA POUDRE RESERVOIR
BOOK 1338, PAGES 19
FOUND #4 REBAR
WITH PLASTIC CAP
(ILLEGIBLE)FOUND #4
REBAR
FOUND #4 REBAR
WITH PLASTIC CAP
LS 14823FOUND #4 REBAR
WITH PLASTIC CAP
(ILLEGIBLE)
20' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032252
40'
W
A
T
E
R
L
I
N
E
E
A
S
E
M
E
N
T
TO
T
H
E
C
I
T
Y
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F
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E
E
L
E
Y
RE
C
.
N
O
.
2
0
0
6
0
0
4
4
7
2
0
TRACT B
FUTURE
DEVELOPMENT
2,977,366 sq. ft.
68.351 ac.
LOT 19
LOT 20
SUNRISE ACRES 2ND FILING
S89°47'45"E 200.00'
N0
0
°
1
2
'
1
5
"
E
2
1
6
.
3
4
'
S83°28'53"E 232
.
0
9
'
289.93'
20.00'
248.74'
50' RIGHT OF WAY
FOR LAKE CANAL
BOOK 1338, PAGE 10
100' IRRIGATION EASEMENT
TO CACHE LA POUDRE
RESERVOIR COMPANY
(ANY ACTIVITY IN THE EASEMENT
NEEDS WRITTEN APPROVAL BY
THE CACHE LA POUDRE
RESERVOIR COMPANY)
TRACT A
OPEN SPACE
DE
1,211,964 sq. ft.
27.823 ac.
N77°50'22
"
W
5
5
8
.
6
7
'
C82
31
.
3
4
'
S48
°
5
5
'
4
7
"
E
1
1
6
3
.
7
5
'
N48
°
5
5
'
4
7
"
W
1
1
7
7
.
4
4
'
50
'
50
'
10
8
6
.
1
8
'
N0
0
°
0
8
'
0
6
"
E
1
1
1
7
.
5
2
'
30' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
S0
0
°
1
6
'
1
3
"
E
38
1
.
1
2
'
N0
0
°
1
6
'
1
3
"
W
37
4
.
6
0
'
E LOCUST STREET
(A
L
O
N
G
S
E
C
T
I
O
N
L
I
N
E
N0
0
°
1
1
'
1
6
"
E
2
6
5
9
.
5
4
'
CENTERLINE OF CANAL PER
KING SURVEYORS ALTA SURVEY
RECORDED AT REC. NO. 20140058160
38.47'30.00'131.53'
40'
P
E
D
E
S
T
R
I
A
N
AC
C
E
S
S
&
T
R
A
I
L
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E
M
E
N
T
(H
A
T
C
H
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D
)
25'
25'
UNPLATTED
COOPERSLEW OPENSPACE ASSOCIATION
SH
E
R
R
Y
D
R
I
V
E
40
'
E
A
S
E
M
E
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T
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C
.
N
O
.
2
0
0
2
0
2
3
4
8
2
CACHE LA POUDRE
RESERVOIR COMP
A
N
Y
EASEMEN
T
S
&
R
I
G
H
T
-
O
F
-
W
A
Y
TO CACH
E
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A
P
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RESERVO
I
R
C
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M
P
A
N
Y
P
E
R
BOOK 133
8
,
P
A
G
E
S
1
0
,
2
3
&
2
4
BOUNDARY IS 2
.
0
8
'
EAST OF SECTI
O
N
L
I
N
E
100' IRRIGATION EASEMENT
TO CACHE LA POUDRE
RESERVOIR COMPANY
(ANY ACTIVITY IN THE EASEMENT
NEEDS WRITTEN APPROVAL BY
THE CACHE LA POUDRE
RESERVOIR COMPANY)
21
.
3
6
'
N84° 05' 19"W 21
9
.
1
5
'
C107
52
4
.
0
4
'
T
O
B
O
U
N
D
A
R
Y
L
I
N
E
20' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032252
N89° 56' 55"W 132.55'
14
5
.
3
3
'
N48
°
5
5
'
4
4
"
W
146
4
.
9
2
'
S48
°
5
5
'
4
4
"
E
1
5
1
0
.
2
2
'
N0
0
°
1
2
'
1
5
"
E
1
6
4
9
.
5
4
'
SEE SHEET 6
SEE SHEET 3
SE
E
S
H
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E
T
5
RE
V
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W
E
D
B
Y
:
CL
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N
T
:
DR
A
W
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B
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:
SC
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:
DA
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:
PR
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C
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:
RA
N
G
E
:
TO
W
N
S
H
I
P
:
SE
C
T
I
O
N
:
Sheet
Of Sheets
TRACTS OF LAND LOCATED IN SECTION 16, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
NO
T
I
C
E
:
Ac
c
o
r
d
i
n
g
t
o
C
o
l
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r
a
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m
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c
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m
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a
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a
l
ac
t
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b
a
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d
u
p
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a
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d
e
f
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c
t
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b
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c
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m
m
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d
m
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th
a
n
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97
0
.
2
2
1
.
4
1
5
8
GATEWAY AT PROSPECT
FINAL PLAT OF
68
W
E
S
T
O
F
6
T
H
P
M
7
N
O
R
T
H
16
4
08
/
1
5
/
2
5
1"
=
5
0
'
R.
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S
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S
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89
2
-
0
0
2
S:
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8
9
2
-
0
0
2
P
L
A
T
.
d
w
g
13
( IN U.S. SURVEY FEET )
1 inch = feet
0
SEE SHEET 2 FOR SHEET KEY MAP
& CURVE AND LINE TABLES
50
150'100'50'50'
NORTH
Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on Behalf of EPS Group, Inc.
PRELIM
I
N
A
R
Y
FOR REV
I
E
W
O
N
L
Y
08/15/25
SET #4 18" REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
MONUMENT AS DESCRIBED
RIGHT-OF-WAYR.O.W.
LEGEND
PROPOSED EASEMENT LINE
EXISTING R.O.W. LINE
PLAT BOUNDARY LINE
PROPOSED LOT LINE
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR FLOODPLAIN
FOUND PROPERTY CORNER
MONUMENT AS DESCRIBED
PROPOSED R.O.W. LINE
EXISTING LOT LINE
EXISTING EASEMENT LINE
DRAINAGE EASEMENTDE
UTILITY EASEMENTUE
ACCESS EASEMENTAE
CROSSROADS EAST BUSINESS CENTER
LOT 1
BLOCK 2
LOT 2
BLOCK 2
LOT 3
BLOCK 2
S2
4
°
2
1
'
1
4
"
E
1
9
5
.
1
9
'
S58°
0
4
'
1
4
"
E
1
3
2
.
9
6
'
FEMA 100-YR
FLOODPLAIN
FEMA 100-YR
FLOODWAY
FOUND #4 REBAR
WITH PLASTIC CAP
LS 12374
40'
W
A
T
E
R
L
I
N
E
E
A
S
E
M
E
N
T
TO
T
H
E
C
I
T
Y
O
F
G
R
E
E
L
E
Y
RE
C
.
N
O
.
2
0
0
6
0
0
4
4
7
2
0
TRACT B
FUTURE
DEVELOPMENT
2,977,366 sq. ft.
68.351 ac.
12.25'
20.00'
248.74'
40
'
W
A
T
E
R
L
I
N
E
E
A
S
E
M
E
N
T
TO
T
H
E
C
I
T
Y
O
F
G
R
E
E
L
E
Y
RE
C
.
N
O
.
2
0
0
6
0
0
4
4
7
2
0
50' RIGHT OF WAY
FOR LAKE CANAL
BOOK 1338, PAGE 10
TRACT A
OPEN SPACE
DE
1,211,964 sq. ft.
27.823 ac.
C81
N77°50'22
"
W
5
5
8
.
6
7
'
N47
°
4
3
'
2
0
"
W
6
8
8
.
2
9
'
383
.
2
4
'
S48
°
5
5
'
4
7
"
E
1
1
6
3
.
7
5
'
S3
9
°
5
6
'
4
4
"
E
34
3
.
9
0
'
N48
°
5
5
'
4
7
"
W
1
1
7
7
.
4
4
'
100' IRRIGATION EASEMENT
TO CACHE LA POUDRE
RESERVOIR COMPANY
(ANY ACTIVITY IN THE EASEMENT
NEEDS WRITTEN APPROVAL BY
THE CACHE LA POUDRE
RESERVOIR COMPANY)
50'
50'
30'
P
E
D
E
S
T
R
I
A
N
ACC
E
S
S
&
T
R
A
I
L
EAS
E
M
E
N
T
(H
A
T
C
H
E
D
)
S48
°
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7
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4
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'
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9
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4
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2
7
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4
'
LAK
E
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L
CENTERLINE OF CANAL
PER KING SURVEYORS
ALTA SURVEY
RECORDED AT
REC. NO. 20140058160
810
.
2
2
'
40'
P
E
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25'
25'
25'
25'
50' RIGHT OF WAY
FOR LAKE CANAL
BOOK 1338, PAGE 10
N2
4
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5
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SEE SHEET 6
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Sheet
Of Sheets
TRACTS OF LAND LOCATED IN SECTION 16, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
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13
( IN U.S. SURVEY FEET )
1 inch = feet
0
SEE SHEET 2 FOR SHEET KEY MAP
& CURVE AND LINE TABLES
50
150'100'50'50'
NORTH
Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on Behalf of EPS Group, Inc.
PRELIM
I
N
A
R
Y
FOR REV
I
E
W
O
N
L
Y
08/15/25
SET #4 18" REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
MONUMENT AS DESCRIBED
RIGHT-OF-WAYR.O.W.
LEGEND
PROPOSED EASEMENT LINE
EXISTING R.O.W. LINE
PLAT BOUNDARY LINE
PROPOSED LOT LINE
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR FLOODPLAIN
FOUND PROPERTY CORNER
MONUMENT AS DESCRIBED
PROPOSED R.O.W. LINE
EXISTING LOT LINE
EXISTING EASEMENT LINE
DRAINAGE EASEMENTDE
UTILITY EASEMENTUE
ACCESS EASEMENTAE
TRACT B
FUTURE
DEVELOPMENT
2,977,366 sq. ft.
68.351 ac.
CENTER QUARTER CORNER
SECTION 16, T.7N., R.68W.
CALCULATED POSITION ONLY
N0
0
°
1
2
'
1
5
"
E
1
6
4
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4
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2
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'
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3
"
W
37
4
.
6
0
'
30' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
BY SEPARATE DOCUMENT
RECEPTION NO. ______________
20' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032252
N88°47'26"W
2642.27'
N0
0
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1
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1
6
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26
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9
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20' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032252
N89° 56' 55"W 132.55'
20
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SEE SHEET 5
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:
Sheet
Of Sheets
TRACTS OF LAND LOCATED IN SECTION 16, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
NO
T
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:
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13
Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on Behalf of EPS Group, Inc.
PRELIM
I
N
A
R
Y
FOR REV
I
E
W
O
N
L
Y
08/15/25
( IN U.S. SURVEY FEET )
1 inch = feet
0
SEE SHEET 2 FOR SHEET KEY MAP
& CURVE AND LINE TABLES
50
150'100'50'50'
NORTH
SET #4 18" REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
MONUMENT AS DESCRIBED
RIGHT-OF-WAYR.O.W.
LEGEND
PROPOSED EASEMENT LINE
EXISTING R.O.W. LINE
PLAT BOUNDARY LINE
PROPOSED LOT LINE
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR FLOODPLAIN
FOUND PROPERTY CORNER
MONUMENT AS DESCRIBED
PROPOSED R.O.W. LINE
EXISTING LOT LINE
EXISTING EASEMENT LINE
DRAINAGE EASEMENTDE
UTILITY EASEMENTUE
ACCESS EASEMENTAE
53.64'
TRACT C
FUTURE
DEVELOPMENT
918,941 sq. ft.
21.096 ac.
TRACT B
FUTURE
DEVELOPMENT
2,977,366 sq. ft.
68.351 ac.
SMITHFIELD SUBDIVISION
LOT 17
LOT 16
LOT 15
S2
4
°
2
1
'
1
4
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E
1
9
5
.
1
9
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1
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6
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1
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20' WATERLINE EASEMENT TO EAST
LARIMER COUNTY WATER DISTRICT
RECEPTION NO. 97004214
50'
R
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RECEPTION NO. 97004214
20' SANITARY SEWER EASEMENT
BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032253
20' SANITARY SEWER EASEMENT
BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032253
FOUND #4 REBAR
WITH PLASTIC CAP
LS 33642
FOUND #4 REBAR, BENT
LOCATED BASE AT GROUND
FOUND #4 REBAR
WITH PLASTIC CAP
LS 12374
FEMA 100-YR
FLOODWAY
FEMA 100-YR
FLOODPLAIN
FOUND #4 REBAR
WITH PLASTIC CAP
LS 37963
ACCESS EASEMENT
REC. NO. 97075689
FOUND #4 REBAR
WITH PLASTIC CAP
LS 12374
30' WATERLINE EASEMENT TO
EAST LARIMER COUNTY WATER DISTRICT
BY SEPARATE DOCUMENT
RECEPTION NO. ______________
12.25'
N90° 00' 00"E 412.37'
82.56'
30' WATERLINE EASEMENT TO
EAST LARIMER COUNTY WATER DISTRICT
BY SEPARATE DOCUMENT
RECEPTION NO. ______________
S31
°
5
3
'
0
4
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W
4
0
7
.
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3
°
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.
6
8
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30' WATERLINE EASEMENT TO
EAST LARIMER COUNTY WATER DISTRICT
BY SEPARATE DOCUMENT
RECEPTION NO. ______________
40
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6
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14
6
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6
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4
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C80
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6
8
8
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383
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_
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30' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
BY SEPARATE DOCUMENT
RECEPTION NO. ______________
N3
6
°
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9
'
2
7
"
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8
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6
8
'
N0
3
°
3
1
'
4
8
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18
0
.
3
9
'
100' IRRIGATION EASEMENT
TO CACHE LA POUDRE
RESERVOIR COMPANY
(ANY ACTIVITY IN THE EASEMENT
NEEDS WRITTEN APPROVAL BY
THE CACHE LA POUDRE
RESERVOIR COMPANY)
100' IRRIGATION EASEMENT
TO CACHE LA POUDRE
RESERVOIR COMPANY
(ANY ACTIVITY IN THE EASEMENT
NEEDS WRITTEN APPROVAL BY
THE CACHE LA POUDRE
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50'
50'
50'
50'
30'
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P
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1
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TRACT A
OPEN SPACE
DE
1,211,964 sq. ft.
27.823 ac.
20' SANITARY SEWER EASEMENT
BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032253
CENTERLINE OF CANAL PER
KING SURVEYORS ALTA SURVEY
RECORDED AT REC. NO. 20140058160
CENTERLINE OF CANAL PER
KING SURVEYORS ALTA SURVEY
RECORDED AT REC. NO. 20140058160
50' L
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ACCESS & MAINTENANCE EASEMENT
BOX
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7
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5
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6
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17
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L1
25'
25'
50' RIGHT OF WAY
FOR LAKE CANAL
BOOK 1338, PAGE 10
N0
7
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0
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2
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W
58
9
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3
1
'
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0
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0
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40.8
9
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38.69
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73.71'
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107.08'
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SMITHFIELD DRIVE
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20'WATER & SANITARY
SEWER EASEMENT
BOOK 2285, PAGE 1162
10
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9' UE
45.00
'
EASEMENTS & RIGHT-OF-WAY
TO CACHE LA POUDRE
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FOUND
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FROM C 1/4 CORNER TO E 1/4 CORNER
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27.823 ac.
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Sheet
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TRACTS OF LAND LOCATED IN SECTION 16, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
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NORTH
Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on Behalf of EPS Group, Inc.
PRELIM
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SET #4 18" REBAR WITH BLUE
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FOUND SECTION CORNER
MONUMENT AS DESCRIBED
RIGHT-OF-WAYR.O.W.
LEGEND
PROPOSED EASEMENT LINE
EXISTING R.O.W. LINE
PLAT BOUNDARY LINE
PROPOSED LOT LINE
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR FLOODPLAIN
FOUND PROPERTY CORNER
MONUMENT AS DESCRIBED
PROPOSED R.O.W. LINE
EXISTING LOT LINE
EXISTING EASEMENT LINE
DRAINAGE EASEMENTDE
UTILITY EASEMENTUE
ACCESS EASEMENTAE
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C59 465.19'
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516.69'
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TRACT B
FUTURE
DEVELOPMENT
2,977,366 sq. ft.
68.351 ac.
FOUND #5 REBAR
FOUND #5 REBAR
FOUND #4 REBAR
9' UE
9' UE
9' UE
9' U
E
9'
U
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20' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032252
32
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38
'
34.5
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34.5
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C46
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16.42'
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C89
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31.32'
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68.52'
N83°33'43"E
695.10'
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186.55'
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36.85'
DRAINAGE
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8
7
0
3
2
2
5
2
N0
0
°
1
1
'
1
6
"
E
26
5
9
.
5
4
'
TRACT C
FUTURE
DEVELOPMENT
918,941 sq. ft.
21.096 ac.
TRACT H
FUTURE
DEVELOPMENT
488,467 sq. ft.
11.214 ac.
C83
SEE SHEET 10
SEE SHEET 6
RE
V
I
E
W
E
D
B
Y
:
CL
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:
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:
Sheet
Of Sheets
TRACTS OF LAND LOCATED IN SECTION 16, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
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13
Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on Behalf of EPS Group, Inc.
PRELIM
I
N
A
R
Y
FOR REV
I
E
W
O
N
L
Y
08/15/25
SE
E
S
H
E
E
T
9
( IN U.S. SURVEY FEET )
1 inch = feet
0
SEE SHEET 2 FOR SHEET KEY MAP
& CURVE AND LINE TABLES
50
150'100'50'50'
NORTH
SET #4 18" REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
MONUMENT AS DESCRIBED
RIGHT-OF-WAYR.O.W.
LEGEND
PROPOSED EASEMENT LINE
EXISTING R.O.W. LINE
PLAT BOUNDARY LINE
PROPOSED LOT LINE
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR FLOODPLAIN
FOUND PROPERTY CORNER
MONUMENT AS DESCRIBED
PROPOSED R.O.W. LINE
EXISTING LOT LINE
EXISTING EASEMENT LINE
DRAINAGE EASEMENTDE
UTILITY EASEMENTUE
ACCESS EASEMENTAE
100' IRRIGATION EASEMENT
TO CACHE LA POUDRE
RESERVOIR COMPANY
(ANY ACTIVITY IN THE EASEMENT
NEEDS WRITTEN APPROVAL BY
THE CACHE LA POUDRE
RESERVOIR COMPANY)
TRACT C
FUTURE
DEVELOPMENT
918,941 sq. ft.
21.096 ac.
C9
4
N1
2
°
1
0
'
3
3
"
E
9
7
.
7
1
'
S85°36'15"W 289.72'
LOT 1
LOT 2
S0
1
°
5
8
'
2
2
"
W
4
0
8
.
3
1
'
N76°26'2
5
"
W
3
0
0
.
6
1
'
S1
1
°
4
7
'
5
7
"
W
6
2
9
.
0
5
'
S82°01'25"W
1
5
7
.
0
9
'
S85°43'41"W 426.73'
C38
FOUND CDOT R.O.W. MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FOUND #4 REBAR
FOUND #4 REBAR
WITH PLASTIC CAP
LS 33642
FOUND #4 REBAR
WITH PLASTIC CAP
LS 33642
FOUND #4 REBAR
WITH PLASTIC CAP
LS 32444
NOT ACCEPTED
S52°53'51"E 0.44'
FROM TRUE
CORNER
30' P
E
D
E
S
T
R
I
A
N
A
C
C
E
S
S
& TR
A
I
L
E
A
S
E
M
E
N
T
(HA
T
C
H
E
D
)
30' PEDESTRIAN ACCES
S
& TRAIL EASEMENT
(HATCHED)
9' U
E
DRAINAGE
EASEMENT
ADDITIONAL
PUBLIC R.O.W.
DEDICATED
BY THIS PLAT
FEMA 100-YR
FLOODWAY
FEMA 100-YR
FLOODPLAIN
100.45'
200.16'
FOUND #4 REBAR
WITH PLASTIC CAP
(ILLEGIBLE)
FOUND #4 REBAR
WITH PLASTIC CAP
(ILLEGIBLE)
N0
4
°
2
3
'
4
5
"
W
79
.
9
7
'
(
T
I
E
)
9' UE
FOUND CDOT R.O.W. MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
9' UE
30' WATERLINE EASEMENT TO
EAST LARIMER COUNTY WATER DISTRICT
BY SEPARATE DOCUMENT
RECEPTION NO. ______________
TRACT E
OPEN SPACE
DE
265,925 sq. ft.
6.105 ac.
TRACT E
OPEN SPACE
DE
265,925 sq. ft.
6.105 ac.
N87°53'33"E 122.51'C71
N68°1
4
'
0
4
"
E
125.03
'
C72
N47
°
1
7
'
3
4
"
E
7
4
.
3
9
'
C73
C74
N85°50'19"E
311.79'
C75
N05°44'38"E
23.66'
C76
N0
8
°
4
2
'
3
6
"
E
7
9
.
5
9
'
C
7
7
FEMA 100-YR
FLOODPLAIN
C3
42.22'
50
.
6
8
'
C100
N0
0
°
0
0
'
0
0
"
E
29
1
.
5
5
'
N90° 00' 00"E 412.37'
82.56'
S2
3
°
3
2
'
0
1
"
E
3
7
0
.
6
8
'
S46
°
5
3
'
1
4
"
E
1
1
5
.
4
3
'
S68°
0
5
'
4
1
"
E
8
9
.
8
3
'
S50
°
1
5
'
0
6
"
E
2
0
2
.
5
4
'
S1
4
°
0
0
'
3
7
"
E
1
2
1
.
7
1
'
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
30'
W
A
T
E
R
L
I
N
E
E
A
S
E
M
E
N
T
T
O
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S
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P
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N
T
REC
E
P
T
I
O
N
N
O
.
_
_
_
_
_
_
_
_
_
_
_
_
_
_
30
'
P
E
D
E
S
T
R
I
A
N
A
C
C
E
S
S
& T
R
A
I
L
E
A
S
E
M
E
N
T
(H
A
T
C
H
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D
)
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
40
'
W
A
T
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R
L
I
N
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A
S
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TO
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C
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2
0
0
6
0
0
4
4
7
2
0
40' W
A
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L
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TO T
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REC.
N
O
.
2
0
0
6
0
0
4
4
7
2
0
20' SANITARY SEWER EASEMENT
BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032253
20' SANITARY SEWER EASEMENT
BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032253
N11°47'57"E
30.37'
79.06'
C78
N1
6
°
4
6
'
5
7
"
W
14
6
.
6
2
'
S3
7
°
0
4
'
0
4
"
E
3
4
1
.
8
8
'
S65°
2
1
'
0
8
"
E
3
5
7
.
5
6
'
S89°48'15"E
77.01'
S27
°
3
5
'
0
9
"
W
248
.
4
8
'
S1
2
°
1
0
'
3
3
"
W
10
4
.
3
3
'
S1
9
°
1
0
'
2
9
"
W
5
7
3
.
9
7
'
S66° 0
1
'
2
6
"
W
3
0
0
.
3
7
'
N66° 0
1
'
2
6
"
E
4
0
4
.
9
5
'
N1
9
°
1
0
'
2
9
"
E
5
5
9
.
1
4
'
100' IRRIGATION EASEMENT
TO CACHE LA POUDRE
RESERVOIR COMPANY
(ANY ACTIVITY IN THE EASEMENT
NEEDS WRITTEN APPROVAL BY
THE CACHE LA POUDRE
RESERVOIR COMPANY)
50'
50'
IRRIGA
T
I
O
N
E
A
S
E
M
E
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T
TO CAC
H
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A
P
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RESERV
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)
C93
C9
2
C9
5
S61°
2
6
'
4
3
"
E
80.7
6
'
N76°19'3
4
"
W
1
1
1
.
8
8
'
LA
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50
'
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8
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30
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_
_
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_
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N
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.
_
_
_
_
_
_
_
_
_
_
_
_
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_
S89°42'47"W
426.14'
S45
°
0
4
'
0
3
"
W
228
.
9
4
'
S72°28
'
5
0
"
W
335.37'N3
7
°
4
2
'
0
5
"
W
85
.
1
4
'
30' U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
REC.
N
O
.
9
7
0
0
4
1
0
1
N62°4
4
'
4
3
"
E
128.5
1
'
38
.
6
3
'
S62°4
4
'
4
3
"
W
138.4
9
'
N66°
0
5
'
2
1
"
W
117.8
2
'
S23°54'39"W
30.00'
S66°
0
5
'
2
1
"
E
132.1
8
'
96
.
6
4
'
24
7
.
2
7
'
49
.
6
4
'
FEMA 100-YR
FLOODWAY
FEMA 100-YR
FLOODPLAIN
TRACT A
INTERSTATE LAND PUD 1ST FILING
FEMA 100-YR
FLOODWAY
CENTERLINE OF CANAL PER
KING SURVEYORS ALTA SURVEY
RECORDED AT REC. NO. 20140058160
50'
50'
C101 (TIE)
TRACT D
FUTURE
DEVELOPMENT
154,705 sq. ft.
3.552 ac.
C48
69.68'
C4
0.55'
62
8
.
5
0
'
TRACT B
FUTURE
DEVELOPMENT
2,977,366 sq. ft.
68.351 ac.
BOX
E
L
D
E
R
C
R
E
E
K
BOX
E
L
D
E
R
C
R
E
E
K
N1
2
°
1
0
'
3
3
"
E
56
.
6
8
'
N2
7
°
3
5
'
0
9
"
E
26
1
.
4
8
'
67.63'9' UE
59
.
1
2
'
30
'
P
E
D
E
S
T
R
I
A
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C
C
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S
&
T
R
A
I
L
E
A
S
E
M
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N
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(H
A
T
C
H
E
D
)
N76°19'3
4
"
W
1
2
3
.
3
2
'
N0
7
°
0
1
'
2
1
"
W
58
9
.
3
1
'
S89° 48' 10"E 79.52'
(TIE)
PERMANENT
NON-EXCLUSIVE
WATER PIPELINE
EASEMENT
RECEPTION NO. 20220048135
FRO
N
T
A
G
E
R
O
A
D
(PU
B
L
I
C
R
.
O
.
W
.
V
A
R
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E
S
)
FR
O
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T
A
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A
D
(P
U
B
L
I
C
R
.
O
.
W
.
V
A
R
I
E
S
)
81.45'
FOUND #4 REBAR
WITH PLASTIC CAP
LS 33642
ACCEPTED
50
'
DE
5.08'
EASEMENTS & RIGHT-OF-WAY
TO CACHE LA POUDRE
RESERVOIR COMPANY PER
BOOK 1338, PAGES 10, 23 & 24
C83
26
1
.
5
5
'
30
.
0
0
'
30.00'406.40'
30
'
W
A
T
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O
.
_
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30'
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1
1
2
.
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'
30.00'
17
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9
9
'
INTERSTATE LAND PUD 1ST FILING
SEE SHEET 7
SE
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Sheet
Of Sheets
TRACTS OF LAND LOCATED IN SECTION 16, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
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( IN U.S. SURVEY FEET )
1 inch = feet
0
SEE SHEET 2 FOR SHEET KEY MAP
& CURVE AND LINE TABLES
50
150'100'50'50'
NORTH
Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on Behalf of EPS Group, Inc.
PRELIM
I
N
A
R
Y
FOR REV
I
E
W
O
N
L
Y
08/15/25
( IN U.S. SURVEY FEET )
1 inch = feet
0
SEE SHEET 2 FOR SHEET KEY MAP
& CURVE AND LINE TABLES
50
150'100'50'50'
NORTH
SET #4 18" REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
MONUMENT AS DESCRIBED
RIGHT-OF-WAYR.O.W.
LEGEND
PROPOSED EASEMENT LINE
EXISTING R.O.W. LINE
PLAT BOUNDARY LINE
PROPOSED LOT LINE
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR FLOODPLAIN
FOUND PROPERTY CORNER
MONUMENT AS DESCRIBED
PROPOSED R.O.W. LINE
EXISTING LOT LINE
EXISTING EASEMENT LINE
DRAINAGE EASEMENTDE
UTILITY EASEMENTUE
ACCESS EASEMENTAE
ST
R
E
E
T
B
(6
6
'
P
U
B
L
I
C
R
.
O
.
W
.
)
N1
7
°
2
1
'
5
5
"
W
1
5
5
.
2
0
'
TRACT E
OPEN SPACE
DE
265,925 sq. ft.
6.105 ac.
ST
R
E
E
T
E
STREET D
(76' PUBLIC R.O.W.)
WEST LINE OF
THE SOUTHEAST
QUARTER
OF SECTION
16-T7N-R68W
C1
S0
5
°
1
3
'
3
5
"
W
1
5
7
.
0
9
'
C59 465.19'
C53
C55N29°05'12"W 7.53'
C52 C56
S3
4
°
3
8
'
5
6
"
E
7
7
.
0
0
'
C57
C 39
66.
3
8
'
C54
465.19'
C58
C37
N2
4
°
2
5
'
3
5
"
E
30
3
.
4
5
'
N58°
3
2
'
5
5
"
E
111.
4
2
'
C60
N0
0
°
1
0
'
5
0
"
E
20
9
.
2
5
'
N0
0
°
1
0
'
5
0
"
E
60
.
0
7
'
C51
N89°49'10"W
516.69'
C49 C50
C43
S46
°
3
2
'
3
1
"
E
318
.
4
4
'
TRACT H
FUTURE
DEVELOPMENT
488,467 sq. ft.
11.214 ac.
FOUND CDOT
R.O.W. MONUMENT
3 1
4" ALUMINUM CAP
LS 12374
FOUND CDOT R.O.W. MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FOUND #5 REBAR
30'
P
E
D
E
S
T
R
I
A
N
A
C
C
E
S
S
& TR
A
I
L
E
A
S
E
M
E
N
T
(HA
T
C
H
E
D
)
30'
P
E
D
E
S
T
R
I
A
N
A
C
C
E
S
S
& T
R
A
I
L
E
A
S
E
M
E
N
T
(HA
T
C
H
E
D
)
9' UE
9' UE
9' UE
9' UE
9' UE
9' U
E
DRAINAGE
EASEMENT
9'
U
E
9' UE
ADDITIONAL
PUBLIC R.O.W.
TO BE DEDICATED
BY THIS PLAT
FEMA 100-YR
FLOODWAY
32
'
38
'
34.5
'
34.5
'
31.5'
31.5'
9' UE
9' UE
9' UE
9' UE
FOUND CDOT R.O.W. MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FEMA 100-YR
FLOODWAY
FEMA 100-YR
FLOODPLAIN
9' UE
9' UE
TRACT H
FUTURE
DEVELOPMENT
488,467 sq. ft.
11.214 ac.
C31
C30
C29
S45°36'40"W
14.43'
C28
S26°25'33"W
8.61'
69.4
1
'S60°
1
6
'
1
7
"
E
C27
C 2 6
C25 C2
4
N2
4
°
2
4
'
0
5
"
E
1
3
4
.
9
8
'
C68
C69
N38
°
3
3
'
3
2
"
E
2
6
3
.
3
4
'
C70
N44
°
0
7
'
0
3
"
E
1
2
0
.
0
0
'
C44
C46
N87°53'33"E 122.51'C71
N68°1
4
'
0
4
"
E
125.03
'
C72
N47
°
1
7
'
3
4
"
E
7
4
.
3
9
'
C73
FEMA 100-YR
FLOODPLAIN
N89°49'10"W
16.42'
TRACT G
OPEN SPACE
48,779 sq. ft.
1.120 ac.
UNPLATTED
UNPLATTED
UNPLATTED
UNPLATTED N01°38'45"E
0.71'
N0
5
°
0
3
'
1
8
"
E
1
4
2
.
4
6
'
C2
N89°55'29"W
14.38'
C4
C14
C13
C12
C11
C10
S0
9
°
3
9
'
2
2
"
W
71
.
4
9
'
C 9
C8
C7
C6S01°31'47"W
28.12'
3.00'
FOUND CDOT R.O.W. MONUMENT
3 1
4" ALUM. CAP LS 12374
11.38'
N0
0
°
1
1
'
1
6
"
E
7
3
6
.
4
9
'
15
5
.
2
0
'
C61
15
7
.
7
5
'
C62
15
5
.
2
0
'
94
.
4
5
'
S89°49'10"E 63.00'S00°10'50"W
8.57'
17
4
.
8
7
'
C100
TRACT K
FUTURE
DEVELOPMENT
183,900 sq. ft.
4.222 ac.
TRACT J
OPEN SPACE
DE
272,201 sq. ft.
6.249 ac.
TRACT J
OPEN SPACE
DE
272,201 sq. ft.
6.249 ac.
30
'
P
E
D
E
S
T
R
I
A
N
A
C
C
E
S
S
& T
R
A
I
L
E
A
S
E
M
E
N
T
(H
A
T
C
H
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D
)
C91
C90
S3
8
°
0
3
'
4
9
"
E
20
0
.
7
6
'
S48
°
3
7
'
3
3
"
W
9
4
.
6
8
'
C1
0
2
30' PEDESTRIAN ACCESS
& TRAIL EASEMENT
(HATCHED)
C89
C88N89°49'10"W
31.32'
N02°02'02"E
68.52'
N83°33'43"E
695.10'
N88°28'36"E
186.55'
S34°38'56"E
36.85'
DRAINAGE
EASEMENT
N58°
1
8
'
3
5
"
E
2
1
4
.
1
1
'
20' SANITARY
SEWER EASEMENT
BOXELDER
SANITATION
DISTRICT
RECEPTION
NO. 87032253
C93
C9
2
S45
°
0
4
'
0
3
"
W
228
.
9
4
'
S72°28
'
5
0
"
W
335.37'N3
7
°
4
2
'
0
5
"
W
85
.
1
4
'
N26
°
0
9
'
4
6
"
E
2
0
5
.
9
0
'
N71°17
'
2
1
"
E
127.65
'
N82°09'12"E
134.89'
S1
1
°
2
9
'
5
3
"
E
12
5
.
7
6
'
DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018474
20' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032252
30' S
A
N
I
T
A
R
Y
S
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W
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R
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S
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N
O
.
_
_
_
_
_
_
_
_
_
_
_
_
_
_
S89° 06' 04"E 105.98'
S4
4
°
1
2
'
1
8
"
E
1
8
5
.
3
6
'
S89°06'04"E
53.82'
S4
4
°
1
2
'
1
8
"
E
2
0
9
.
9
4
'
35'
S
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N
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N
O
.
_
_
_
_
_
_
_
_
_
_
_
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1
8
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3
5
"
W
2
6
0
.
3
6
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FR
O
N
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A
G
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R
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D
(P
U
B
L
I
C
R
.
O
.
W
.
V
A
R
I
E
S
)
FEMA 100-YR
FLOODWAY
C33
C34
TRACT I
OPEN SPACE
DE
55,549 sq. ft.
1.275 ac.
11
4
.
9
6
'
N80°28'47"E
163.75'
S0
9
°
3
1
'
1
3
"
E
25
.
3
9
'
N90°00'00"E
173.77'
N70°59
'
4
6
"
E
73.16'
C8
4
20' DRAINAGE
EASEMENT
DR
A
I
N
A
G
E
E
A
S
E
M
E
N
T
93
.
9
8
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47.8
8
'
72.1
3
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C40
C41
66.
5
3
'
C48
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2
°
3
4
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5
0
"
W
35
.
5
1
'
S57°
4
1
'
4
1
"
E
42.5
9
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C42
90.1
9
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72.
7
4
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L6
69.68'
C47
30
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3
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4
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6
3
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26.
8
9
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E
3
4
2
.
6
3
'
N90°00'00"W 209.34'
S00°00'00"E 12.91'
S52
°
0
3
'
4
9
"
W
1
2
8
.
4
7
'
S37°56'11"E 11.12'
S52
°
0
3
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4
9
"
W
1
7
9
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4
4
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C45
36.5
0
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N2
2
°
4
0
'
2
3
"
E
15
6
.
0
9
'
N53°
0
5
'
0
6
"
E
45.1
0
'
S60°16'17"E
20.42'
BOX
E
L
D
E
R
C
R
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K
BO
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E
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D
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C
R
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C35 C33'
33'
31.5'31.5'
C32
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1
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1
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4
7
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E
1
5
1
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7
9
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9' UE
UNPLATTED
DR
A
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A
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A
S
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M
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29
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5
9
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19
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9
9
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107.
4
2
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C86
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9
°
4
7
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3
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W
73
.
9
0
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C8
5
N44
°
5
1
'
2
5
"
W
31.
4
8
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30' DE
30' D
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DE
DE
DE
50'
CEN
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.
_
_
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9' UE
9' U
E
9' U
E
9' U
E
38.
5
0
'
38
.
5
0
'
30'
W
A
T
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R
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N
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E
A
S
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M
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EAS
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_
_
_
_
_
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_
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C1
0
3
N0
0
°
1
1
'
1
6
"
E
26
5
9
.
5
4
'
TRACT F
FUTURE
DEVELOPMENT
750,555 sq. ft.
17.230 ac.
TRACT B
FUTURE
DEVELOPMENT
2,977,366 sq. ft.
68.351 ac.
TRACT C
FUTURE
DEVELOPMENT
918,941 sq. ft.
21.096 ac.
N88°20'33"W 315.26'
SEE SHEET 12
SE
E
S
H
E
E
T
1
1
SEE SHEET 8
RE
V
I
E
W
E
D
B
Y
:
CL
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E
N
T
:
DR
A
W
N
B
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:
SC
A
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Sheet
Of Sheets
TRACTS OF LAND LOCATED IN SECTION 16, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
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( IN U.S. SURVEY FEET )
1 inch = feet
0
SEE SHEET 2 FOR SHEET KEY MAP
& CURVE AND LINE TABLES
50
150'100'50'50'
NORTH
Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on Behalf of EPS Group, Inc.
PRELIM
I
N
A
R
Y
FOR REV
I
E
W
O
N
L
Y
08/15/25
SET #4 18" REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
MONUMENT AS DESCRIBED
RIGHT-OF-WAYR.O.W.
LEGEND
PROPOSED EASEMENT LINE
EXISTING R.O.W. LINE
PLAT BOUNDARY LINE
PROPOSED LOT LINE
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR FLOODPLAIN
FOUND PROPERTY CORNER
MONUMENT AS DESCRIBED
PROPOSED R.O.W. LINE
EXISTING LOT LINE
EXISTING EASEMENT LINE
DRAINAGE EASEMENTDE
UTILITY EASEMENTUE
ACCESS EASEMENTAE
PERMANENT NON-EXCLUSIVE
WATER PIPELINE EASEMENT
RECEPTION NO. 20240040404
TRACT E
OPEN SPACE
DE
265,925 sq. ft.
6.105 ac.
FRONTAGE ROAD
(PUBLIC R.O.W. VARIE
S
)
S85°36'15"W 289.72'
LOT 2
S1
1
°
4
7
'
5
7
"
W
6
2
9
.
0
5
'
S82°01'25"W
1
5
7
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0
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C1
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5
°
1
3
'
3
5
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1
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0
9
'
CDOT R.O.W.
PER
RECEPTION NO.
20190057011
C 39
66.
3
8
'
S85°43'41"W 426.73'
C38
C37
N2
4
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2
5
'
3
5
"
E
30
3
.
4
5
'
N58°
3
2
'
5
5
"
E
111.
4
2
'
S46
°
3
2
'
3
1
"
E
318
.
4
4
'
FOUND CDOT
R.O.W. MONUMENT
3 1
4" ALUMINUM CAP
LS 12374
FOUND CDOT R.O.W. MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FOUND CDOT R.O.W. MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FOUND CDOT R.O.W. MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FOUND CDOT R.O.W. MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FOUND CDOT R.O.W. MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FOUND #4 REBAR
FOUND #5 REBAR
WITH PLASTIC CAP
LS 37963
FOUND CDOT
R.O.W. MONUMENT
3 1
4" ALUMINUM CAP
LS 12374
FOUND PK NAIL &
BRASS SHINER
LS 33642
FOUND #4 REBAR
WITH PLASTIC CAP
LS 33642
FOUND #4 REBAR
WITH PLASTIC CAP
LS 33642
30'
P
E
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S
T
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S
& TR
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(HA
T
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D
)
30' PEDESTRIAN ACCES
S
& TRAIL EASEMENT
(HATCHED)
9' U
E
DRAINAGE
EASEMENT
9' UE
9' UE
ADDITIONAL
PUBLIC R.O.W.
TO BE DEDICATED
BY THIS PLAT
ADDITIONAL
PUBLIC R.O.W.
DEDICATED
BY THIS PLAT
FEMA 100-YR
FLOODWAY
N0
4
°
2
3
'
4
5
"
W
79
.
9
7
'
(
T
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)
9' UE
FOUND CDOT R.O.W. MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FEMA 100-YR
FLOODWAY
FEMA 100-YR
FLOODPLAIN
9' UE
FOUND CDOT R.O.W. MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
9' UE
9' UE
20' DITCH EASEMENT
TO FRED KLUVER
BOOK 1230, PAGE 470
TRACT E
OPEN SPACE
DE
265,925 sq. ft.
6.105 ac.
TRACT F
FUTURE
DEVELOPMENT
750,555 sq. ft.
17.230 ac.
C31
C30
C29
S45°36'40"W
14.43'
C28
S26°25'33"W
8.61'
69.4
1
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1
6
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1
7
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C27
C 26
C25 C24
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0
3
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E
1
2
0
.
0
0
'
C44
N87°53'33"E 122.51'C71
N68°1
4
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0
4
"
E
125.03
'
C72
N47
°
1
7
'
3
4
"
E
7
4
.
3
9
'
C73
C74
N85°50'19"E
311.79'
C75
FEMA 100-YR
FLOODPLAIN
N01°38'45"E
0.71'
N0
5
°
0
3
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1
8
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E
1
4
2
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4
6
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C2
N82°11'42"E
1
4
2
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4
6
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N85°36'05"E 289.72'
N82°01'25"E
1
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N89°55'29"W
14.38'
C4
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C13
C12
C11
C10
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9
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3
9
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2
2
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W
71
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4
9
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C 9
C8
C7
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28.12'
3.00'
FOUND CDOT R.O.W. MONUMENT
3 1
4" ALUM. CAP LS 12374
11.38'
C5
C100
TRACT K
FUTURE
DEVELOPMENT
183,900 sq. ft.
4.222 ac.
30
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P
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C91
DRAINAGE
EASEMENT
20' SANITARY SEWER EASEMENT
BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032253
20' SANITARY SEWER EASEMENT
BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032253
20' WATERLINE EASEMENT TO EAST
LARIMER COUNTY WATER DISTRICT
RECEPTION NO. 97004213
S66° 0
1
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2
6
"
W
3
0
0
.
3
7
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N58°
1
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N66° 0
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2
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4
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9
5
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20' SANITARY
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BOXELDER
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DISTRICT
RECEPTION
NO. 87032253
C93
C9
2
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_
_
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426.14'
S45
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0
4
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0
3
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228
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9
4
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4
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128.5
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38
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6
3
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S62°4
4
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W
138.4
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N66°
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2
1
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W
117.8
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30.00'
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_
_
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S89° 06' 04"E 105.98'
S4
4
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2
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1
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1
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5
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3
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53.82'
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_
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1
8
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3
5
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W
2
6
0
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FEMA 100-YR
FLOODWAY
FEMA 100-YR
FLOODPLAIN
TRACT A
FEMA 100-YR
FLOODWAY
FEMA 100-YR
FLOODPLAIN
C33
C34
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1
1
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1
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9
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9
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6
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0
3
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18
5
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6
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30' DE
126.36'
DR
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72.1
3
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C40
C41
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69.68'
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0.55'
62
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15
6
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N53°
0
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0
6
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E
45.1
0
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S60°16'17"E
20.42'
BOX
E
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33'
C32
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(TIE)
PERMANENT
NON-EXCLUSIVE
WATER PIPELINE
EASEMENT
RECEPTION NO. 20220048135
FRO
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9' UE
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N
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.
_
_
_
_
_
_
_
_
_
_
_
_
_
_
INTERSTATE LAND PUD 1ST FILING
SEE SHEET 9
SE
E
S
H
E
E
T
1
0
RE
V
I
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W
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D
B
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:
CL
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DR
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SC
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:
DA
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RA
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TO
W
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H
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SE
C
T
I
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N
:
Sheet
Of Sheets
TRACTS OF LAND LOCATED IN SECTION 16, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
NO
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SEE SHEET 2 FOR SHEET KEY MAP
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50
150'100'50'50'
NORTH
SEE SHEET 13
Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on Behalf of EPS Group, Inc.
PRELIM
I
N
A
R
Y
FOR REV
I
E
W
O
N
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08/15/25
SET #4 18" REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
MONUMENT AS DESCRIBED
RIGHT-OF-WAYR.O.W.
LEGEND
PROPOSED EASEMENT LINE
EXISTING R.O.W. LINE
PLAT BOUNDARY LINE
PROPOSED LOT LINE
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR FLOODPLAIN
FOUND PROPERTY CORNER
MONUMENT AS DESCRIBED
PROPOSED R.O.W. LINE
EXISTING LOT LINE
EXISTING EASEMENT LINE
DRAINAGE EASEMENTDE
UTILITY EASEMENTUE
ACCESS EASEMENTAE
ST
R
E
E
T
B
(6
6
'
P
U
B
L
I
C
R
.
O
.
W
.
)
N1
7
°
2
1
'
5
5
"
W
1
5
5
.
2
0
'
14
.
1
4
'
201.09'
33.0
1
'
FR
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T
A
G
E
R
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(P
U
B
L
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C
R
.
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.
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.
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A
R
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)
EAST PROSPECT ROAD
(R.O.W. VARIES PER
LARIMER COUNTY ROAD BOOK
INDEX #5, BOOK #4, PAGE #239,
BOXELDER ESTATES 2ND, REC. NO. 20160017400,
REC. NO. 1996002493 & REC. NO. 19880026808)
LOT1, BLOCK 1
BOXELDER ESTATES
2ND ADDITION
POINT OF
BEGINNING #1
CDOT R.O.W. PER
RECEPTION NO.
20190057011
S0
5
°
1
3
'
3
5
"
W
1
5
7
.
0
9
'
S0
1
°
3
8
'
4
5
"
W
4
5
5
.
5
6
'
S46
°
3
8
'
4
9
"
W
1
0
2
.
5
3
'
20' SANITARY SEWER EASEMENT
BOXELEDER SANITATION DISTRICT
BOOK 1299 PAGE 205
15' UTILITY & DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018473
TRACT H
FUTURE
DEVELOPMENT
488,467 sq. ft.
11.214 ac.
C18 L2 C19 C20
N0
0
°
5
0
'
5
9
"
E
22
2
.
6
9
'
N2
4
°
2
5
'
3
5
"
E
30
3
.
4
5
'
N58°
3
2
'
5
5
"
E
111.
4
2
'
27.5' R.O.W. PER
RECEPTION NO.
20160017402
N0
0
°
0
9
'
3
5
"
E
11
8
.
3
6
'
C63
C60
10' WATER PIPELINE
EASEMENT TO ELCO
RECEPTION NO. 20160022673
FOUND CDOT
R.O.W. MONUMENT
3 1
4" ALUMINUM
CAP, LS 12374
FOUND #5 REBAR
WITH PLASTIC CAP
LS 37963
FOUND #5 REBAR
BENT, LYING 1.6' EAST
NOT ACCEPTED
FOUND #4 REBAR
WITH PLASTIC CAP
LS 33642
FOUND #5 REBAR
WITH PLASTIC CAP
LS 37963
FOUND #4 REBAR
WITH 11
2" ALUMINUM
CAP, LS 37963
FND #4 REBAR
NO CAP, BENT
FND #5 REBAR
w/PLASTIC CAP
LS 37963 FND #4 REBAR
w/PLASTIC CAP
LS 33642
FOUND CDOT
R.O.W. MONUMENT
3 1
4" ALUMINUM CAP
LS 12374
FOUND CDOT R.O.W. MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
POINT OF COMMENCEMENT
SOUTH QUARTER CORNER
SECTION 16-7-68
FND 21
2" ALUMINUM CAP
ON #6 REBAR, LS 17497
9' UE
9' UE
30'
P
E
D
E
S
T
R
I
A
N
A
C
C
E
S
S
& T
R
A
I
L
E
A
S
E
M
E
N
T
(HA
T
C
H
E
D
)
30' PEDESTRIAN ACCESS
& TRAIL EASEMENT
(HATCHED)
CD
O
T
R
.
O
.
W
.
P
E
R
RE
C
E
P
T
I
O
N
N
O
.
20
1
9
0
0
5
7
0
1
1
ADDITIONAL
PUBLIC R.O.W.
TO BE DEDICATED
BY THIS PLAT
FO
U
N
D
C
D
O
T
R
.
O
.
W
.
M
O
N
U
M
E
N
T
3
1 4"
A
L
U
M
I
N
U
M
C
A
P
,
L
S
1
2
3
7
4
FOUND CDOT R.O.W. MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
15
'
W
A
T
E
R
P
I
P
E
L
I
N
E
EA
S
E
M
E
N
T
T
O
E
L
C
O
RE
C
E
P
T
I
O
N
NO
.
2
0
1
6
0
0
2
2
6
7
3
9' UE
9' UE
FEMA 100-YR
FLOODWAY
FEMA 100-YR
FLOODPLAIN
31.5'
31.5'
31.5'
31.5'
N0
1
°
3
8
'
3
5
"
E
(T
I
E
)
57
.
5
0
'
30' R.O.W. PER
BOXELDER
ESTATES 2ND
ST
R
E
E
T
B
(6
6
'
P
U
B
L
I
C
R
.
O
.
W
.
)
S88° 20' 51"E 80.00'
(TIE)
UNPLATTED UNPLATTED UNPLATTED
9' UE
9' UE
9' UE
FOUND CDOT R.O.W. MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FEMA 100-YR
FLOODWAY
FEMA 100-YR
FLOODPLAIN
FEMA 100-YR
FLOODWAY
9' UE
FR
O
N
T
A
G
E
RO
A
D
9' UE
9' UE
LOT 3, BLOCK 2
BOXELDER ESTATES 2ND
OWNER: GLANZ THOMAS J/
LAURA P
TRACT H
FUTURE
DEVELOPMENT
488,467 sq. ft.
11.214 ac.
C31
C30
C29
S45°36'40"W
14.43'
C28
S26°25'33"W
8.61'
69.4
1
'S60°
1
6
'
1
7
"
E
C27
C 2 6
C25 C2
4
C67
N2
4
°
2
4
'
0
5
"
E
1
3
4
.
9
8
'
C68
C69
N38
°
3
3
'
3
2
"
E
2
6
3
.
3
4
'
TRACT G
OPEN SPACE
48,779 sq. ft.
1.120 ac.
TRACT G
OPEN SPACE
48,779 sq. ft.
1.120 ac.
UNPLATTED
UNPLATTED
UNPLATTED
UNPLATTED
N01°38'45"E
0.71'
N0
5
°
0
3
'
1
8
"
E
1
4
2
.
4
6
'
N88°30'04"W 98.18'
N0
3
°
4
2
'
2
5
"
W
4
7
8
.
8
9
'
N89°55'29"W
14.38'
C4 C
C11
C10
S0
9
°
3
9
'
2
2
"
W
71
.
4
9
'
C 9
C8
C7
C6S01°31'47"W
28.12'
3.00'
FOUND CDOT R.O.W. MONUMENT
3 1
4" ALUM. CAP LS 12374
11.38'
80' R.O.W.
27.5' R.O.W. PER
RECEPTION NO.
20160017402
(T
I
E
)
N0
0
°
1
1
'
1
0
"
E
57
.
5
1
'
(T
I
E
)
N0
1
°
3
8
'
3
5
"
E
10
8
.
4
3
'
29.5' R.O.W. PER
RECEPTION NO.
20160017402
N88°21'25"W 346.42'
N0
0
°
1
1
'
1
0
"
E
3
0
2
.
5
1
'
N88°21'50"W 120.13'
N0
0
°
1
1
'
1
6
"
E
7
3
6
.
4
9
'
N88°21'25"W 222.36'
N0
1
°
3
8
'
1
0
"
E
2
4
2
.
5
1
'
N88°21'50"W 290.40'
S0
1
°
3
8
'
1
0
"
W
2
4
0
.
4
7
'
N88°21'25"W
110.00'
C17
94
.
8
2
'
C64
15
5
.
2
0
'
C61
21.60'
C62
15
5
.
2
0
'
C65
91
.
8
9
'
C16
10.69'
63.8
0
'
L4
C21
L3122.28'
5.72'
100.09'
TRACT K
FUTURE
DEVELOPMENT
183,900 sq. ft.
4.222 ac.
TRACT K
FUTURE
DEVELOPMENT
183,900 sq. ft.
4.222 ac.
N86°17'35"E
30.00'
S0
3
°
4
2
'
2
5
"
E
1
3
0
.
8
1
'
S86°17'35"W
30.00'
22
.
0
2
'
80
.
4
3
'
50
.
3
8
'
30'
S01°38'10"W 2.00'
TRACT J
OPEN SPACE
DE
272,201 sq. ft.
6.249 ac.
TRACT J
OPEN SPACE
DE
272,201 sq. ft.
6.249 ac.
C
66
N0
1
°
3
8
'
0
0
"
E
2
4
6
.
9
4
'
30
'
P
E
D
E
S
T
R
I
A
N
A
C
C
E
S
S
&
T
R
A
I
L
E
A
S
E
M
E
N
T
(
H
A
T
C
H
E
D
)
S88°42'42"W
256.93'
S88°01'17"W
19.09'
S46
°
3
9
'
1
8
"
W
52.4
5
'
N88° 21' 24"W 173.88'
S59°
0
9
'
0
9
"
W
52.40
'
36
.
8
5
'
20' SANITARY
SEWER EASEMENT
BOXELDER
SANITATION
DISTRICT
RECEPTION
NO. 87032253
N0
1
°
3
8
'
0
9
"
E
3
0
0
.
4
6
'
N88°21'51"W
35.35'
N00°19'46"E
23.93'
N26
°
0
9
'
4
6
"
E
2
0
5
.
9
0
'
N71°17
'
2
1
"
E
127.65
'
N82°09'12"E
134.89'
S1
1
°
2
9
'
5
3
"
E
12
5
.
7
6
'
S1
7
°
4
7
'
1
0
"
W
22
4
.
2
3
'
N88°21'51"W
158.52'
DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018474
TEMPORARY EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 2016001847
VACATED BY THIS PLAT
20' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032252
DRAINAGE EASEMENT
DEDICATED BY
SEPARATE DOCUMENT
REC. NO. _____________
13
'
U
T
I
L
I
T
Y
&
D
R
A
I
N
A
G
E
E
A
S
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N
O
.
2
0
1
6
0
0
1
8
4
7
3
15
'
W
A
T
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R
P
I
P
E
L
I
N
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EA
S
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M
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P
T
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NO
.
2
0
1
6
0
0
2
2
6
7
3
BO
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D
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R
D
R
I
V
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60
.
0
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P
U
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L
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O
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T
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P
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R
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.
N
O
.
__
_
_
_
_
_
_
_
TB
D
__
_
_
_
_
_
_
_
_
_
TEMPORARY CUL-DE-SAC PER
BOXELDER ESTATES - 2ND FILING
VACATED BY THIS PLAT
13' UE
FR
O
N
T
A
G
E
R
O
A
D
(P
U
B
L
I
C
R
.
O
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W
.
V
A
R
I
E
S
)
FEMA 100-YR
FLOODWAY
FEMA 100-YR
FLOODPLAIN
C33
C3
TRACT I
OPEN SPACE
DE
55,549 sq. ft.
1.275 ac.
N90°00'00"E
129.50'
N90°00'00"E
129.50'
ADDITIONAL PUBLIC R.O.W.
DEDICATED BY THIS PLAT
11
4
.
9
6
'
N80°28'47"E
163.75'
S0
9
°
3
1
'
1
3
"
E
25
.
3
9
'
N90°00'00"E
173.77'
N70°59
'
4
6
"
E
73.16'
C8
4
20' DRAINAGE
EASEMENT
DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018474
DR
A
I
N
A
G
E
E
A
S
E
M
E
N
T
DR
A
I
N
A
G
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EA
S
E
M
E
N
T
41
.
0
0
'
93
.
9
8
'
50'
S56
°
5
0
'
5
7
"
E
7
6
0
.
1
9
'
DRAINAGE EASEMENT
55
.
1
9
'
53.42'
0.21'
6.36'
N88°21'25"W 53.42'
68
.
3
1
'
S0
0
°
0
0
'
0
0
"
E
3
4
2
.
6
3
'
N90°00'00"W 209.34'
57.17'55.87'
S89°09'01"E
17.97'S2
8
°
4
1
'
0
2
"
E
34
.
4
4
'
S0
0
°
5
9
'
2
5
"
W
1
6
5
.
6
9
'
N0
0
°
5
9
'
2
5
"
E
1
6
6
.
6
7
'
N2
8
°
4
1
'
0
2
"
W
9.
3
7
'
N0
0
°
4
1
'
3
8
"
E
2
2
9
.
7
5
'
N2
2
°
4
0
'
2
3
"
E
15
6
.
0
9
'
N53°
0
5
'
0
6
"
E
45.1
0
'
S60°16'17"E
20.42'
161.08'
BO
X
E
L
D
E
R
C
R
E
E
K
15
'
10
'
N0
1
°
3
1
'
4
7
"
E
1
5
1
.
7
9
'
C
23
N0
1
°
3
1
'
4
7
"
E
5
4
.
0
7
'
N0
7
°
1
4
'
2
6
"
E
1
1
0
.
5
5
'
N0
1
°
3
1
'
4
7
"
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1
1
4
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0
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'
C22
9' UE
N0
0
°
1
1
'
1
6
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3
6
0
.
0
1
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15
'
15
'
U
T
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L
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&
D
R
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A
S
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T
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0
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6
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0
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8
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7
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56
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4
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2
.
9
9
'
DR
A
I
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A
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E
E
A
S
E
M
E
N
T
20' SANITARY SEWER EASEMENT
BOXELEDER SANITATION DISTRICT
BOOK 1299 PAGE 205
1239.27'
120.14'
S88° 21' 25"E 2642.32'
BASIS OF BEARINGS
SOUTH LINE OF THE
SOUTHEAST QUARTER
SECTION 16-T7N-R68W
211.55'
DE
9' U
E
40
'
D
E
40
'
D
E
30
'
30' SANITARY SEWER
EASEMENT TO BOXELDER
SANITATION DISTRICT
BY SEPARATE DOCUMENT
RECEPTION
NO. ______________
30
'
9' UE
S0
9
°
2
8
'
5
7
"
E
56
.
0
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'
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50' CEN
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27
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N88° 21' 25"W 330.68'
20' SANITARY SEWER EASEMENT
BOXELEDER SANITATION DISTRICT
BOOK 1299 PAGE 205 N88° 21' 25"W
59.24'
N43
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30.0' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
BY SEPARATE DOCUMENT
RECEPTION NO. ______________
PORTION OF DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018474
VACATED BY THIS PLAT
30' SANITARY
SEWER EASEMENT
POINT OF BEGINNING #1
POINT OF
BEGINNING #2
42.49' PUBLIC R.O.W PER
RECEPTION NO. 20160017401
N88° 22' 01"W 354.07'
SEE SHEET 10
SE
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Sheet
Of Sheets
TRACTS OF LAND LOCATED IN SECTION 16, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
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( IN U.S. SURVEY FEET )
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SEE SHEET 2 FOR SHEET KEY MAP
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50
150'100'50'50'
NORTH
Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on Behalf of EPS Group, Inc.
PRELIM
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SET #4 18" REBAR WITH BLUE
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FOUND SECTION CORNER
MONUMENT AS DESCRIBED
RIGHT-OF-WAYR.O.W.
LEGEND
PROPOSED EASEMENT LINE
EXISTING R.O.W. LINE
PLAT BOUNDARY LINE
PROPOSED LOT LINE
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR FLOODPLAIN
FOUND PROPERTY CORNER
MONUMENT AS DESCRIBED
PROPOSED R.O.W. LINE
EXISTING LOT LINE
EXISTING EASEMENT LINE
DRAINAGE EASEMENTDE
UTILITY EASEMENTUE
ACCESS EASEMENTAE
14
.
1
4
'
33.0
1
'
EAST PROSPECT ROAD
(R.O.W. VARIES PER
LARIMER COUNTY ROAD BOOK
INDEX #5, BOOK #4, PAGE #239,
BOXELDER ESTATES 2ND, REC. NO. 20160017400,
REC. NO. 1996002493 & REC. NO. 19880026808)
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20190057011
CDOT R.O.W. PER
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20190057011
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0
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3
'
SOUTHEAST CORNER
SECTION 16, T.7N., R.68W.
FOUND 2 1/2" BRASS CAP
IN CONCRETE, LS 14823
CDOT R.O.W.
PER
RECEPTION NO.
20190057011
FOUND CDOT R.O.W. MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FOUND CDOT R.O.W. MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FOUND CDOT R.O.W. MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FOUND CDOT
R.O.W. MONUMENT
3 1
4" ALUMINUM
CAP, LS 12374
FOUND CDOT
R.O.W. MONUMENT
3 1
4" ALUMINUM CAP
LS 12374
FOUND CDOT R.O.W. MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FOUND CDOT
R.O.W. MONUMENT
3 1
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LS 12374
FOUND PK NAIL &
BRASS SHINER
LS 33642
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CDOT R.O.W. PER
RECEPTION NO.
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BASIS OF BEARINGS
SOUTH LINE OF THE
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SECTION 16-T7N-R68W
S88° 20' 51"E 80.00'
(TIE)
UNPLATTED
9' UE
FOUND CDOT R.O.W. MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FEMA 100-YR
FLOODPLAIN
9' UE
20' DITCH EASEMENT
TO FRED KLUVER
BOOK 1230, PAGE 470
FR
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20' SANITARY SEWER EASEMENT
BOXELEDER SANITATION DISTRICT
BOOK 1299 PAGE 205
C30
C29
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14.43'
S60°
1
6
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C27
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0.71'
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S00°12'05"W
50.22'
S85°22'02"W 328.26'
82.80'
N88°33'23"W
N88°30'04"W 98.18'
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2
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4
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28.12'
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FOUND CDOT R.O.W. MONUMENT
3 1
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11.38'
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(T
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TRACT F
FUTURE
DEVELOPMENT
750,555 sq. ft.
17.230 ac.
N90°00'00"E
129.50'
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150.41'
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N88° 21' 25"W 1282.92'S88° 21' 25"E 2642.32'
211.55'
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169.74'
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DRAINAGE EASEMENT
DE
9' U
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40
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D
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30
'
20' SANITARY SEWER EASEMENT
BOXELEDER SANITATION DISTRICT
BOOK 1299 PAGE 205 N88° 21' 25"W
59.24'
N43
°
2
1
'
1
1
"
W
1
4
1
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3
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4
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1
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7
8
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7
0
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30.0' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
BY SEPARATE DOCUMENT
RECEPTION NO. ______________
CDOT R.O.W. PER
RECEPTION NO. 20190073105
RECEPTION NO. 20180045897
RECEPTION NO. 20190065532
POINT OF
BEGINNING #2
SEE SHEET 11
SE
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S
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1
2
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:
Sheet
Of Sheets
TRACTS OF LAND LOCATED IN SECTION 16, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
NO
T
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( IN U.S. SURVEY FEET )
1 inch = feet
0
SEE SHEET 2 FOR SHEET KEY MAP
& CURVE AND LINE TABLES
50
150'100'50'50'
NORTH
Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on Behalf of EPS Group, Inc.
PRELIM
I
N
A
R
Y
FOR REV
I
E
W
O
N
L
Y
08/15/25
SET #4 18" REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
MONUMENT AS DESCRIBED
RIGHT-OF-WAYR.O.W.
LEGEND
PROPOSED EASEMENT LINE
EXISTING R.O.W. LINE
PLAT BOUNDARY LINE
PROPOSED LOT LINE
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR FLOODPLAIN
FOUND PROPERTY CORNER
MONUMENT AS DESCRIBED
PROPOSED R.O.W. LINE
EXISTING LOT LINE
EXISTING EASEMENT LINE
DRAINAGE EASEMENTDE
UTILITY EASEMENTUE
ACCESS EASEMENTAE