HomeMy WebLinkAboutGATEWAY AT PROSPECT - BDR200010 - SUBMITTAL DOCUMENTS - ROUND 2 - SUBDIVISION PLATPROSPECT ROADINTERSTATE - 25HWY 14 / E. MULBERRY ST
Sheet
Of 14 SheetsGATEWAY AT PROSPECTNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon.1 CITY OF FORT COLLINS STATE OF COLORADONOTES:
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 1
2" aluminum cap on #6 rebar, stamped LS 17497 and the Southeast corner of Section 16 being a 2 1
2" brass cap in concrete, stamped LS 14823.
2) For all information regarding easements, right-of-way or title of record, Northern Engineering relied upon Property Information Binder Order No. FCIF25171309,
dated July 8, 2022, 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) Northern Engineering 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. Northern Engineering 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, terms, or as to the right to grant the same.
12) Easements and other record documents shown or noted hereon were examined as to location and purpose and were not examined as to restrictions, exclusions,
conditions, obligations, terms, or as to the right to grant the same.
13) 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.
14) This survey is a draft only. Monuments have not been set or upgraded. Monuments will be set and or upgraded prior to plat finalizing and recording.
SURVEYOR'S STATEMENT
I, Robert C. Tessely, a Colorado Registered Professional Land Surveyor do hereby state that this Subdivision Plat was prepared from an actual survey under my
personal supervision, that the monumentation as indicated hereon were found or set as shown, and that the foregoing plat is an accurate representation thereof, all
this to the best of my knowledge, information and belief.
For and on Behalf of Northern Engineering
Robert C. Tessely
Colorado Registered Professional
Land Surveyor No. 38470
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:
BY: ______________________________________
STATE OF COLORADO )
)ss.
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
___________________________ as ______________________ of __________________________________.
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
STATEMENT OF OWNERSHIP AND SUBDIVISION:
Know all persons by these presents, that the undersigned owner(s) of the following described land:
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,
containing 6,777,025 square feet or 155.579 acres, more or less;
ALSO:
COMMENCING at the South Quarter corner of Section 16;
THENCE along the South line of the Southeast Quarter of 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:
North 03° 42' 25" West a distance of 478.89 feet;
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:
North 01° 38' 45" East a distance of 0.71 feet;
THENCE North 05° 03' 18" East a distance of 142.46 feet;
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
THENCE North 82° 11' 42" East a distance of 142.46 feet;
THENCE North 85° 36' 05" East a distance of 289.72 feet;
THENCE North 82° 01' 25" East a distance of 157.09 feet;
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 10 courses and distances:
THENCE South 05° 07' 53" West a distance of 218.99 feet;
THENCE South 14° 24' 54" West a distance of 190.79 feet;
THENCE South 26° 15' 12" West a distance of 382.87 feet;
THENCE South 16° 53' 35" West a distance of 143.88 feet;
THENCE South 08° 42' 37" West a distance of 88.33 feet;
THENCE South 85° 22' 33" West a distance of 200.40 feet;
THENCE South 00° 12' 05" West a distance of 50.22 feet;
THENCE South 85° 22' 02" West a distance of 328.26 feet;
THENCE North 88° 33' 23" West a distance of 82.80 feet;
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 2.2.3(C)(3)(a) through (e) inclusive of the Land Use Code of the City of Fort Collins and that all
persons signing this Subdivision Plat on behalf of a corporation or other entity are duly authorized signatories under the laws of the State of Colorado. This Certification is based upon the
records of the Clerk and Recorder of Larimer County, Colorado as of the date of execution of the Plat and other information discovered by me through reasonable inquiry and is limited as
authorized by Section 2.2.3(C)(3)(f) of the Land Use Code.
Attorney:________________________________________
Address: ________________________________________
________________________________________
Registration No.:__________________________________
APPROVED AS TO FORM, CITY ENGINEER
By the City Engineer of the City of Fort Collins, Colorado this ______day of _____________ A.D., 20_____.
____________________________________________________
City Engineer
DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES APPROVAL
By the Director of Community Development and Neighborhood Services the City of Fort Collins, Colorado this
_____ day of ___________ A.D., 20_____.
____________________________________________________
Director of Community Development and Neighborhood Services
VICINITY MAP
NORTH
SITE
DRAFT
8-24-22
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GATEWAY AT PROSPECT
BEING A REPLAT OF LOTS 2-5, BLOCK 1, AND LOTS 1 & 2, BLOCK 2, BOXELDER ESTATES SECOND FILING AND A PLAT OF SEVERAL 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
OWNER/APPLICANT
SITE ENGINEER
Northern Engineering Services, Inc.
Stephanie Thomas, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SURVEYOR
LANDSCAPE ARCHITECT
Aaron Olson
444 Mountain Avenue
Berthoud, CO 80513
(970)-532-5891
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Fort Collins / I-25 Interchange, LLC
Tim Mckenna
2 North Cascade Avenue
Suite 1490
Colorado Springs, CO 80903
(719)-540-5800
EASEMENT ACCEPTANCE
BOXELDER SANITATION DISTRICT
EASEMENT ACCEPTANCE
EAST LARIMER COUNTY WATER DISTRICT
EASEMENT ACCEPTANCE
CITY OF GREELEY
EASEMENT ACCEPTANCE
LAKE CANAL
EASEMENT ACCEPTANCE
CACHE LA POUDRE IRRIGATING COMPANY
TRACT D
FUTURE DEVELOPMENT
FUTURETRACT G
FUTURE DEVELOPMENT
TRACT B
FUTURE DEVELOPMENT
TRACT E
OPEN SPACE
U&DE
TRACT F
OPEN SPACE
TRACT J
FUTURE DEVELOPMENT
TRACT H
OPEN SPACE
DE
TRACT IFUTUREDEVELOPMENTTRACT A
OPEN SPACE
DE
TRACT CDEVELOPMENTSOUTH 1
4 CORNER
SECTION 16-T7N-R68W
SOUTHEAST CORNER
SECTION 16-T7N-R68W
EAST 1
4 CORNER
SECTION 16-T7N-R68W
CENTER 1
4 CORNER
SECTION 16-T7N-R68W
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
C54
C55
C56
C57
C58
C59
C60
C61
C62
C63
C64
C65
DELTA
62°57'26"
91°29'00"
17°31'30"
62°57'26"
26°21'51"
17°32'44"
17°32'44"
17°31'30"
90°00'00"
24°14'16"
94°54'08"
0°05'17"
95°15'29"
90°50'21"
8°28'33"
10°34'35"
18°57'28"
35°54'33"
88°31'00"
5°47'35"
30°40'03"
27°14'08"
27°02'32"
9°07'05"
48°42'08"
30°30'14"
17°46'28"
26°04'06"
0°47'27"
8°17'50"
9°36'34"
80°17'20"
25°13'31"
90°00'00"
30°07'02"
8°47'30"
10°46'45"
20°40'32"
1°51'15"
36°28'15"
55°41'40"
47°18'24"
47°18'24"
55°40'40"
32°10'08"
13°10'25"
5°56'10"
30°07'02"
7°58'28"
22°57'55"
17°31'30"
17°32'44"
29°30'17"
4°59'25"
3°07'31"
14°27'26"
59°32'37"
6°11'36"
2°09'10"
30°47'42"
40°53'36"
10°00'52"
19°11'07"
7°10'06"
106°57'08"
RADIUS
449.26'
20.00'
967.00'
369.26'
449.26'
1033.00'
967.00'
1033.00'
20.00'
562.00'
20.00'
1071.50'
20.00'
20.00'
1067.00'
478.00'
128.00'
63.00'
20.00'
54.00'
50.00'
68.00'
128.00'
278.00'
78.00'
58.00'
128.00'
228.00'
252.00'
278.00'
1133.00'
20.00'
638.00'
20.00'
330.00'
449.26'
336.00'
52.00'
3050.00'
52.00'
564.00'
264.00'
336.00'
636.00'
336.00'
222.00'
1400.00'
400.00'
2500.00'
350.00'
1000.00'
1000.00'
600.00'
600.00'
1100.00'
1100.00'
265.00'
336.00'
278.00'
78.00'
53.00'
178.00'
172.00'
78.00'
33.05'
LENGTH
493.65'
31.93'
295.77'
405.75'
206.72'
316.33'
296.12'
315.96'
31.42'
237.74'
33.13'
1.65'
33.25'
31.71'
157.84'
88.24'
42.35'
39.48'
30.90'
5.46'
26.76'
32.32'
60.41'
44.24'
66.30'
30.88'
39.71'
103.73'
3.48'
40.26'
190.02'
28.03'
280.89'
31.42'
173.46'
68.94'
63.21'
18.76'
98.70'
33.10'
548.24'
217.97'
277.42'
618.04'
188.65'
51.04'
145.05'
210.26'
347.95'
140.29'
305.87'
306.23'
308.97'
52.26'
60.00'
277.56'
275.40'
36.32'
10.45'
41.92'
37.83'
31.11'
57.59'
9.76'
61.69'
BEARING
S43°37'30"W
S45°54'05"W
S08°36'10"E
N43°37'30"E
N61°55'19"E
S08°35'32"E
N08°35'32"W
N08°36'10"W
S44°49'10"E
N78°03'42"E
N18°29'30"E
S29°00'12"E
S76°40'35"E
S10°15'29"W
S39°23'57"E
S51°49'48"E
S66°35'50"E
N85°58'09"E
N44°05'55"W
S88°44'50"W
S16°51'49"W
S45°48'54"W
S72°57'14"W
N88°57'57"W
S54°11'27"E
S14°35'16"E
S09°33'05"W
S31°28'22"W
S44°54'08"W
N42°23'36"W
N39°33'38"W
N74°54'01"W
S77°34'04"W
S45°10'50"W
N62°46'51"W
S16°32'32"W
N41°55'01"W
N78°08'56"E
N89°24'49"E
S71°25'26"E
S27°50'50"W
S23°39'12"E
N23°39'12"W
N27°50'20"E
S56°28'12"W
S79°08'28"W
N80°48'27"W
N62°46'51"W
N43°44'07"W
N28°15'55"W
N08°36'10"W
N08°35'32"W
S75°25'41"W
S58°10'51"W
S30°31'19"E
S39°18'48"E
N46°33'15"W
N33°25'51"W
S37°10'06"E
S20°41'39"E
S15°09'00"W
S40°36'14"W
S36°01'07"W
N40°28'58"E
S84°25'31"E
CHORD
469.19'
28.65'
294.62'
385.64'
204.90'
315.10'
294.97'
314.73'
28.28'
235.97'
29.47'
1.65'
29.55'
28.49'
157.70'
88.11'
42.16'
38.84'
27.92'
5.46'
26.44'
32.02'
59.85'
44.19'
64.32'
30.52'
39.55'
102.84'
3.48'
40.22'
189.80'
25.79'
278.63'
28.28'
171.47'
68.87'
63.12'
18.66'
98.70'
32.54'
526.91'
211.83'
269.61'
594.01'
186.18'
50.93'
144.98'
207.85'
347.67'
139.35'
304.68'
305.03'
305.57'
52.24'
59.99'
276.82'
263.17'
36.30'
10.45'
41.42'
37.03'
31.07'
57.32'
9.75'
53.11'
CURVE TABLE
CURVE
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
C107
C108
C109
C110
C111
DELTA
8°17'07"
23°47'21"
7°37'50"
13°26'11"
42°45'03"
28°35'36"
5°33'30"
2°10'35"
8°17'50"
9°36'34"
2°54'17"
19°39'29"
20°56'30"
12°11'59"
50°44'44"
80°05'41"
2°57'58"
22°07'23"
27°46'31"
2°33'31"
8°28'33"
40°43'07"
22°14'19"
28°45'21"
9°19'54"
28°45'21"
53°15'20"
49°03'52"
0°53'30"
2°29'15"
5°33'30"
8°42'04"
86°29'06"
1°12'06"
1°42'42"
10°31'29"
47°31'21"
9°06'47"
17°53'58"
42°16'37"
48°34'32"
9°06'47"
17°53'58"
42°16'37"
11°14'32"
1°42'48"
RADIUS
78.00'
50.00'
288.00'
330.00'
180.00'
120.00'
480.00'
1133.00'
278.00'
1133.00'
1067.00'
108.00'
158.00'
300.00'
250.00'
115.00'
2400.00'
146.36'
336.00'
336.00'
1067.00'
369.26'
369.26'
285.00'
330.00'
315.00'
180.00'
40.00'
636.00'
636.00'
570.00'
1163.00'
44.00'
638.00'
638.00'
1037.00'
22.00'
100.00'
100.00'
150.00'
150.00'
130.00'
130.00'
120.00'
449.26'
449.26'
LENGTH
11.28'
20.76'
38.36'
77.39'
134.31'
59.89'
46.57'
43.04'
40.26'
190.02'
54.09'
37.05'
57.75'
63.88'
221.42'
160.76'
124.24'
56.51'
162.88'
15.00'
157.84'
262.42'
143.32'
143.04'
53.75'
158.09'
167.31'
34.25'
9.90'
27.61'
55.30'
176.61'
66.42'
13.38'
19.06'
190.49'
18.25'
15.91'
31.24'
110.68'
127.17'
20.68'
40.61'
88.54'
88.15'
13.43'
BEARING
S26°24'07"E
S10°21'53"E
S05°20'43"W
N17°41'00"E
N45°46'37"E
N52°51'20"E
N41°20'17"E
S45°27'13"E
S42°23'36"E
S39°33'38"E
N45°05'22"W
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
N16°26'47"W
N01°16'46"W
N39°23'57"W
N32°30'21"E
N63°59'04"E
S02°56'32"E
N06°17'57"E
S02°56'32"E
N34°49'03"W
N24°23'50"W
N55°13'55"E
N53°32'32"E
S41°20'17"W
N38°01'02"W
S00°52'30"W
N65°33'21"E
N67°00'45"E
N39°19'21"W
N68°20'46"W
S41°37'27"E
S28°07'05"E
S40°18'24"E
S37°09'27"E
N41°37'27"W
N28°07'05"W
N40°18'24"W
S26°33'33"W
N47°53'00"E
CHORD
11.27'
20.61'
38.33'
77.21'
131.21'
59.27'
46.55'
43.04'
40.22'
189.80'
54.09'
36.87'
57.43'
63.76'
214.25'
147.99'
124.23'
56.16'
161.29'
15.00'
157.70'
256.94'
142.42'
141.54'
53.69'
156.44'
161.35'
33.22'
9.90'
27.61'
55.28'
176.45'
60.29'
13.38'
19.06'
190.22'
17.73'
15.89'
31.11'
108.19'
123.40'
20.65'
40.45'
86.55'
88.01'
13.43'
SHEET 11 SHEET 12
SHEET 4
SHEET 5 SHEET 6
SHEET 7 SHEET 8
SHEET 9 SHEET 10
SHEET 13 SHEET 14
LINE TABLE
LINE
L1
L2
L3
L4
L7
L8
L9
L10
LENGTH
37.33'
61.54'
59.64'
10.34'
26.92'
22.66'
56.93'
46.81'
BEARING
S85° 51' 02"W
N88° 21' 23"W
N88° 29' 12"E
S66° 01' 26"W
S45° 47' 42"W
S45° 47' 42"W
S44° 12' 18"E
S44° 12' 18"E
Sheet
Of 14 SheetsGATEWAY AT PROSPECTNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon.2 CITY OF FORT COLLINS STATE OF COLORADOFor and on behalf of Northern Engineering Services, Inc.
Robert C. Tessely
Colorado Registered Professional Land Surveyor No. 38470
PRELIMINARY
NORTH
DRAFT
8-24-22
PRELIMI
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GATEWAY AT PROSPECT
BEING A REPLAT OF LOTS 2-5, BLOCK 1, AND LOTS 1 & 2, BLOCK 2, BOXELDER ESTATES SECOND FILING AND A PLAT OF SEVERAL 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
20' WATERLINE EASEMENT TO EAST
LARIMER COUNTY WATER DISTRICT
RECEPTION NO. 97004214
VACATED BY THIS PLAT
WATER & SANITARY
SEWER EASEMENT
BOOK 2285, PAGE 1162
VACATED BY THIS PLAT
20' WATERLINE EASEMENT TO EAST
LARIMER COUNTY WATER DISTRICT
RECEPTION NO. 97004214
VACATED BY THIS PLAT
20' SANITARY SEWER EASEMENT
BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032253
VACATED BY THIS PLAT
20' SANITARY SEWER EASEMENT
BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032253
VACATED BY THIS PLAT
PORTION OF DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018474
VACATED BY THIS PLAT
20' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032252
VACATED BY THIS PLAT
20' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032252
VACATED BY THIS PLAT
20' SANITARY SEWER EASEMENT
BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032253
VACATED BY THIS PLAT
20' SANITARY SEWER EASEMENT
BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032253
VACATED BY THIS PLAT
20' WATERLINE EASEMENT TO EAST
LARIMER COUNTY WATER DISTRICT
RECEPTION NO. 97004213
VACATED BY THIS PLAT
20' SANITARY SEWER EASEMENT
BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032253
VACATED BY THIS PLAT
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
VACATED BY THIS PLAT
20' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032252
VACATED BY THIS PLAT
TEMPORARY CUL-DE-SAC PER
BOXELDER ESTATES - 2ND FILING
VACATED BY THIS PLAT
20' SANITARY SEWER EASEMENT
BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032253
VACATED BY THIS PLAT
EASEMENTS & RIGHT-OF-WAY
TO NEW CACHE LA POUDRE
IRRIGATING COMPANY
PER BOOK 1338, PAGE 23
VACATED BY THIS PLAT
EASEMENTS & RIGHT-OF-WAY
TO NEW CACHE LA POUDRE
IRRIGATING COMPANY
PER BOOK 1338, PAGE 23
VACATED BY THIS PLAT
KEYMAP
PROSPECT RD INTERSTATE - 25Sheet
Of 14 SheetsGATEWAY AT PROSPECTNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon.3 CITY OF FORT COLLINS STATE OF COLORADONORTH
For and on behalf of Northern Engineering Services, Inc.
Robert C. Tessely
Colorado Registered Professional Land Surveyor No. 38470
PRELIMINARY
GATEWAY AT PROSPECT
BEING A REPLAT OF LOTS 2-5, BLOCK 1, AND LOTS 1 & 2, BLOCK 2, BOXELDER ESTATES SECOND FILING
AND A PLAT OF SEVERAL 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
EXISTING EASEMENTS VACATED BY THIS PLAT
LOT 4
LOT 5
LOT 6
LOT 7
LOT 13
LOT 15
LOT 16
LOT 17
LOT 12
S25°46'37
"E
448
.11
'
40' WATERLINE EASEMENT
TO THE CITY OF GREELEY
REC. NO. 20060044720
50' RIGHT OF WAY
FOR LAKE CANAL
BOOK 1338, PAGE 10
7
0
0
.
0
0
'
LOT 14
LOT 18
LOT 19SUNRISE ACRES 2ND FILINGCROSSROADS EAST BUSINESS CENTER114.42'40' WATERLINE EASEMENT
TO THE CITY OF GREELEY
REC. NO. 20060044720
L
A
K
E
C
A
N
A
LLAKE CANAL
TRACT A
OPEN SPACE
DE
1,366,669 sq. ft.
31.374 ac.1086.18'N00°08'06"E 1117.52'S03°16'40"E200.60'N03°16'40"W314.01'104.53
'
33.72'
30' PEDESTRIAN
ACCESS & TRAIL
EASEMENT
(HATCHED)
40' PEDESTRIAN
ACCESS & TRAIL
EASEMENT
(HATCHED)
40' PEDESTRIAN
ACCESS & TRAIL
EASEMENT
(HATCHED)
N
4
8
°
5
5
'
4
7
"W
1
9
7
.
5
4
'C93N00°08'06"E351.57'S
4
8
°
5
5
'
4
7
"
E
2
0
3
.
9
8
'344.09'SHERRY DRIVEFEMA 100-YR
HIGH-RISK
FLOODPLAIN
FEMA 100-YR
FLOODWAY
S
4
8
°
5
5
'
4
4
"
E
1
5
1
0
.
2
2
'
Sheet
Of 14 SheetsGATEWAY AT PROSPECTNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon.4 CITY OF FORT COLLINS STATE OF COLORADONORTH
SEE SHEET 5
For and on behalf of Northern Engineering Services, Inc.
Robert C. Tessely
Colorado Registered Professional Land Surveyor No. 38470
PRELIMINARY
DRAFT
8-24-22
PRELIMI
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I
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LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SET 18" #4 REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
AS DESCRIBED
UTILITY EASEMENTUE
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR HIGH-RISK FLOODPLAIN
KEYMAP
PROSPECT RD INTERSTATE - 25GATEWAY AT PROSPECT
BEING A REPLAT OF LOTS 2-5, BLOCK 1, AND LOTS 1 & 2, BLOCK 2, BOXELDER ESTATES SECOND FILING AND A PLAT OF SEVERAL 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
SHEET 4
SH
E
E
T
5
SHEET 6
SHEET 7 SHEET 8
SHEET 9 SHEET 10
SHEET 13SHEET 13
SHEET 12SHEET 11
LOT 30
LOT 29
LOT 31
LOT 32LOT 33
Owner: Cache La P
o
u
d
r
e
Reservoir CO
TO THE CITY OF GREELEY
REC. NO. 20060044720
20' EASEMENT FOR THE
CACHE LA POUDRE RESERVOIR
BOOK 1338, PAGES 19
40' EASEMENT
REC. NO. 2002023482
TRACT B
FUTURE DEVELOPMENT
2,888,695 sq. ft.
66.315 ac.
FND #4 REBAR
w/PLASTIC CAP
(ILLEGIBLE)
FND #4 REBAR
NO CAP
FND #4 REBAR
w/PLASTIC CAP
LS 14823
FND #4 REBAR
w/PLASTIC CAP
(ILLEGIBLE)
LOT 19
LOT 20
SUNRISE ACRES 2ND
UNPLATTEDUNPLATTED
S89°47'45"E 200.00'N00°12'15"E 216.34'S83°28'53"E
2
3
2
.
0
9
'
289.93'
100' IRRIGATION EASEMENT
TO NEW CACHE LA POUDRE
IRRIGATING COMPANY
TRACT A
OPEN SPACE
DE
1,366,669 sq. ft.
31.374 ac.
N77°50'
2
2
"
W
5
5
8
.
6
7
'
C47
31.34'50.0'
50.0'1086.18'N00°08'06"E 1117.52'30' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
S00°16'13"E381.12'N00°16'13"W374.60'38.47'30.00'131.53'
N32°42'59"W
28.31'
E. LOCUST ST.
FEMA 100-YR
HIGH-RISK
FLOODPLAIN
N00°11'16"E2659.54'CENTERLINE OF CANAL PER
KING SURVEYORS ALTA SURVEY
RECORDED AT REC. NO. 20140058160
Sheet
Of 14 SheetsGATEWAY AT PROSPECTNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon.5 CITY OF FORT COLLINS STATE OF COLORADOSEE SHEET 7
SEE SHEET 4
SEE SHEET 6For and on behalf of Northern Engineering Services, Inc.
Robert C. Tessely
Colorado Registered Professional Land Surveyor No. 38470
PRELIMINARY
DRAFT
8-24-22
PRELIMI
N
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-
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RECORD
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P
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E
M
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N
T
A
T
I
O
N
NORTH
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SET 18" #4 REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
AS DESCRIBED
UTILITY EASEMENTUE
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR HIGH-RISK FLOODPLAIN
KEYMAP
PROSPECT RD INTERSTATE - 25GATEWAY AT PROSPECT
BEING A REPLAT OF LOTS 2-5, BLOCK 1, AND LOTS 1 & 2, BLOCK 2, BOXELDER ESTATES SECOND FILING AND A PLAT OF SEVERAL 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
SHEET 4
SH
E
E
T
5
SHEET 6
SHEET 7 SHEET 8
SHEET 9 SHEET 10
SHEET 13SHEET 13
SHEET 12SHEET 11
CROSSROADS EAST BUSINESS CENTER
LOT 1
LOT 2
LOT 4
LOT 3
S
4
8
°
5
5
'
4
4
"
E
1
5
1
0
.
2
2
'S24°21'14"E
195
.19
'
S
5
8
°
0
4
'
1
4
"
E
1
3
2
.
9
6
'
FEMA 100-YR
HIGH-RISK
FLOODPLAIN
FEMA 100-YR
FLOODWAY
40' WATERLINE EASEMENT
TO THE CITY OF GREELEY
REC. NO. 20060044720
TRACT B
FUTURE DEVELOPMENT
2,888,695 sq. ft.
66.315 ac.
289.93'
20.00'
248.74'
20' NON-POTABLE
WATER EASEMENT
40' WATERLINE EASEMENT
TO THE CITY OF GREELEY
REC. NO. 20060044720
50' RIGHT OF WAY
FOR LAKE CANAL
BOOK 1338, PAGE 10
TRACT A
OPEN SPACE
DE
1,366,669 sq. ft.
31.374 ac.
C48
N77°50
'
2
2
"
W
5
5
8
.
6
7
'
N
4
7
°
4
3
'
2
0
"W
6
8
8
.
2
9
'
2
8
3
.
6
9
'
S
4
8
°
5
5
'
4
7
"
E
1
1
6
3
.
7
5
'S3
9
°
5
6
'
4
4
"E
3
4
3
.
9
0
'N3
9
°
5
6
'
4
4
"W
3
4
2
.
9
4
'
N
4
8
°
5
5
'
4
7
"W
1
1
7
7
.
4
4
'
100' IRRIGATION EASEMENT
TO NEW CACHE LA POUDRE
IRRIGATING COMPANY
(ANY ACTIVITY IN THE EASEMENT
NEEDS WRITTEN APPROVAL BY
THE NEW CACHE LA POUDRE
IRRIGATING COMPANY)
50.0'
50.0'
EASEMENT
(HATCHED)
40' PEDESTRIAN
ACCESS & TRAIL
EASEMENT
(HATCHED)
30' PEDESTRIAN
ACCESS & TRAIL
EASEMENT
30' PEDESTRIAN
ACCESS & TRAIL
EASEMENT
(HATCHED)
S
4
8
°
5
5
'
4
7
"
E
6
4
.
0
4
'S3
9
°
5
6
'
4
4
"E
2
7
9
.
1
4
'
L
A
K
E
C
A
N
A
L
N
4
7
°
4
3
'
2
0
"W
4
0
6
.
3
4
'
C35
N77°50
'
2
2
"
W
248.96'
N32°42'59"W
28.31'N12°23'00"E49.94'N32°42'59"W
11.69'
N12°23'00"E
41.71'
CENTERLINE OF CANAL PER
KING SURVEYORS ALTA SURVEY
RECORDED AT REC. NO. 20140058160
Sheet
Of 14 SheetsGATEWAY AT PROSPECTNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon.6 CITY OF FORT COLLINS STATE OF COLORADOSEE SHEET 7SEE SHEET 5SEE SHEET 4
SEE SHEET 8 For and on behalf of Northern Engineering Services, Inc.
Robert C. Tessely
Colorado Registered Professional Land Surveyor No. 38470
PRELIMINARY
DRAFT
8-24-22
PRELIMI
N
A
R
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
RECORD
I
N
G
P
U
R
P
O
S
E
S
O
R
I
M
P
L
E
M
E
N
T
A
T
I
O
N
NORTH
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SET 18" #4 REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
AS DESCRIBED
UTILITY EASEMENTUE
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR HIGH-RISK FLOODPLAIN
KEYMAP
PROSPECT RD INTERSTATE - 25GATEWAY AT PROSPECT
BEING A REPLAT OF LOTS 2-5, BLOCK 1, AND LOTS 1 & 2, BLOCK 2, BOXELDER ESTATES SECOND FILING AND A PLAT OF SEVERAL 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
SHEET 4
SH
E
E
T
5
SHEET 6
SHEET 7 SHEET 8
SHEET 9 SHEET 10
SHEET 13SHEET 13
SHEET 12SHEET 11
TRACT B
FUTURE DEVELOPMENT
2,888,695 sq. ft.
66.315 ac.
CALCULATED
POSITION ONLY
UNPLATTEDN00°12'15"E 1649.54'S00°16'13"E381.12'S25°08'48"W390.52'N25°08'48"E319.25'N00°16'13"W374.60'30' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
N88°47'26"W
2642.27'N00°11'16"E2659.54'N00°11'16"E2659.54'700.00'KING SURVEYORS ALTA SURVEY
RECORDED AT REC. NO. 20140058160
Sheet
Of 14 SheetsGATEWAY AT PROSPECTNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon.7 CITY OF FORT COLLINS STATE OF COLORADOSEE SHEET 10
SEE SHEET 5
SEE SHEET 8SEE SHEET 6
For and on behalf of Northern Engineering Services, Inc.
Robert C. Tessely
Colorado Registered Professional Land Surveyor No. 38470
PRELIMINARY
DRAFT
8-24-22
PRELIMI
N
A
R
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
RECORD
I
N
G
P
U
R
P
O
S
E
S
O
R
I
M
P
L
E
M
E
N
T
A
T
I
O
N
NORTH
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SET 18" #4 REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
AS DESCRIBED
UTILITY EASEMENTUE
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR HIGH-RISK FLOODPLAIN
KEYMAP
PROSPECT RD INTERSTATE - 25GATEWAY AT PROSPECT
BEING A REPLAT OF LOTS 2-5, BLOCK 1, AND LOTS 1 & 2, BLOCK 2, BOXELDER ESTATES SECOND FILING AND A PLAT OF SEVERAL 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
SHEET 4
SH
E
E
T
5
SHEET 6
SHEET 7 SHEET 8
SHEET 9 SHEET 10
SHEET 13SHEET 13
SHEET 12SHEET 11
TRACT C
FUTURE
DEVELOPMENT
U&DE
79,732 sq. ft.
1.830 ac.TRACT B
FUTURE
DEVELOPMENT
SMITHFIELD SUBDIVISION
LOT 17
LOT 16
LOT 15S24°21'14"E
195
.19
'
S
5
8
°
0
4
'
1
4
"
E
1
3
2
.
9
6
'
S6
5
°
2
1
'
3
7
"
E
3
5
3
.
3
0
'
S79°21'
3
7
"
E
3
0
0
.
0
0
'
N57°
0
8'
2
3"
E
1
9
7.
0
0'
N69°0
8'
2
3
"
E
141.86'S00°11'10"W 601.01'50' RIGHT OF WAY
FOR LAKE CANAL
BOOK 1338, PAGE 10
40' WATERLINE EASEMENT
TO THE CITY OF GREELEY
REC. NO. 20060044720S00°09'35"E535.32'S42°41'36"W
72.00'C42S00°00'00"E 276.55'N00°00'00"E 276.55'C43FND #4 REBAR
w/PLASTIC CAP
LS 33642
FND #4 REBAR
NO CAP, BENT
ACCEPTED
FND #4 REBAR
w/PLASTIC CAP
LS 12374
TRACT D
FUTURE DEVELOPMENT
923,931 sq. ft.
21.211 ac.
FEMA 100-YR
FLOODWAY
FEMA 100-YR
HIGH-RISK
FLOODPLAIN
FND #4 REBAR
w/PLASTIC CAP
LS 37963
ACCESS EASEMENT
REC. NO. 97075689
FND #4 REBAR
w/PLASTIC CAP
LS 12374
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
2,888,695 sq. ft.
66.315 ac.
N00°11'16"E 33.04'
12.25'
N90°00'00"E
370.73'
N67°3
0'
0
0
"
E
71.01'
N90°00'00"E
376.37'
N67°3
0'
0
0
"
E
77.40'
15.00'
20' NON-POTABLE
WATER EASEMENT
C37
C58C84C8530' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
S31°53'23"W419.43'S23°17'39"E187.86
'S31°53'23"W407.57'S23°17'39"E372.75
'
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
S23°17'39"E176.63
'
40' WATERLINE EASEMENT
TO THE CITY OF GREELEY
REC. NO. 20060044720
40' WATERLINE EASEMENT
TO THE CITY OF GREELEY
REC. NO. 20060044720
40' WATERLINE EASEMENT
TO THE CITY OF GREELEY
REC. NO. 20060044720
TRACT A
OPEN SPACE
DE
1,366,669 sq. ft.N16°46'57"W146.62'C50N3
9
°
4
4
'
5
3
"W
5
1
.
2
7
'C49
4
0
4
.
6
0
'
N
4
7
°
4
3
'
2
0
"W
6
8
8
.
2
9
'
S
4
6
°
1
0
'
5
0
"
E
1
5
3
.
6
1
'
S67
°
2
6
'
4
4
"
E
2
6
5
.
6
1
'S28°22
'03
"E367.53
'S3
7
°
0
4
'0
4
"E
3
4
1
.
8
8
'N3
7
°
0
4
'
0
4
"W
3
5
5
.
0
0
'N28°22
'03
"W306.74
'N4
0
°
5
2
'
0
3
"W
6
9
.
9
4
'
N67
°
2
6
'
4
4
"
W
2
3
4
.
9
1
'
N
4
6
°
1
0
'
5
0
"W
1
6
3
.
3
0
'N3
9
°
5
6
'
4
4
"W
3
4
2
.
9
4
'
30' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT S00°11'10"W 400.92'S60°
2
9'
3
6"
W
321.6
8'S27°35'09"W248.48'N3
6
°
3
9
'
2
7
"W79
1
.6
3
'N03°31'48"E189.37'30' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
S60°
2
9'
3
6"
W
330.
2
5'S27°35'09"W261.48'30' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
N3
6
°
39
'
2
7
"W
81
9
.
6
8
'N03°31'48"E180.39'100' IRRIGATION EASEMENT
TO NEW CACHE LA POUDRE
IRRIGATING COMPANY
(ANY ACTIVITY IN THE EASEMENT
NEEDS WRITTEN APPROVAL BY
THE NEW CACHE LA POUDRE
IRRIGATING COMPANY)
100' IRRIGATION EASEMENT
TO NEW CACHE LA POUDRE
IRRIGATING COMPANY
(ANY ACTIVITY IN THE EASEMENT
NEEDS WRITTEN APPROVAL BY
THE NEW CACHE LA POUDRE
IRRIGATING COMPANY)
50.0'
50.0'
50.0'
50.0'
30' PEDESTRIAN
ACCESS & TRAIL
EASEMENT
(HATCHED)S3
9
°
5
6
'
4
4
"E
2
7
9
.
1
4
'
S
4
6
°
1
0
'
5
0
"
E
5
7
8
.
8
0
'C10
3
S3
7
°
0
4
'0
4
"E13
4
.8
6
'C104S19°10'06"E166.21
'C1
0
5
N6
1
°
2
6
'
4
3
"
W
80.
7
6
'C1
0
9N19°10'06"W166.21'C108N37
°
0
4
'
0
4
"W13
4
.8
6
'
C
1
0
7
N
4
6
°
1
0
'
5
0
"W
4
2
3
.
5
5
'
LA
K
E
C
A
N
A
L
LAKE
C
A
N
A
L
LAKE CANAL50' RIGHT OF WAY
FOR LAKE CANAL
BOOK 1338, PAGE 10
TRACT A
OPEN SPACE
DE
1,366,669 sq. ft.
31.374 ac.N00°00'00"E447.98'N00°00'00"E487.12'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' LAKE CANAL/BOXELDER CREEK
ACCESS & MAINTENANCE EASEMENT
LAKE CANAL/BOXELDER CREEK
ACCESS & MAINTENANCE EASEMENT
EAST QUARTER CORNER
SECTION 16, T.7N., R.68W.
FND 3 1/4" ALUMINUM CAP
LS 17483
Sheet
Of 14 SheetsGATEWAY AT PROSPECTNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon.8 CITY OF FORT COLLINS STATE OF COLORADONORTH
SEE SHEET 10SEE SHEET 7SEE SHEET 6
For and on behalf of Northern Engineering Services, Inc.
Robert C. Tessely
Colorado Registered Professional Land Surveyor No. 38470
PRELIMINARY DRAFT8-24-22PRELIMINARY - NOT FOR CONSTRUCTION,RECORDING PURPOSES OR IMPLEMENTATIONLEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SET 18" #4 REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
AS DESCRIBED
UTILITY EASEMENTUE
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR HIGH-RISK FLOODPLAIN
KEYMAP
PROSPECT RD INTERSTATE - 25GATEWAY AT PROSPECT
BEING A REPLAT OF LOTS 2-5, BLOCK 1, AND LOTS 1 & 2, BLOCK 2, BOXELDER ESTATES SECOND FILING AND A PLAT OF SEVERAL 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
SHEET 4
SH
E
E
T
5
SHEET 6
SHEET 7 SHEET 8
SHEET 9 SHEET 10
SHEET 13SHEET 13
SHEET 12SHEET 11
TRACT C
FUTURE
DEVELOPMENT
U&DE
79,732 sq. ft.
1.830 ac.
S
T
R
E
E
T
E
(
6
6
'
P
U
B
L
I
C
ROW
)
STREET D
(76' PUBLIC ROW)C9
S89°49'10"E
463.69'
C 1 0 C11N61°
0
2'
2
6"
E
5
7.
0
0'
C12
C13 S34°27
'14
"E
72
.00
'C14C1
5
C31
C 32
C 3 3
N89°49'10"W
463.69'C34 C41N00°10'50"E209.25'N00°10'50"E60.07'C 5 3
N89°49'10"W
516.69'C55C 5 4
C5
6
TRACT G
FUTURE DEVELOPMENT
537,961 sq. ft.
12.350 ac.
TRACT B
FUTURE DEVELOPMENT
2,888,695 sq. ft.
66.315 ac.
FND #5 REBAR
NO CAP
FND #5 REBAR
NO CAP
FND #4 REBAR
NO CAP
9' UE
9' UE
9' UE
9' UE
9' UE
38.0'38.0'33.0'33.0'700.00'9' UE
TRACT B
FUTURE DEVELOPMENT
2,888,695 sq. ft.
66.315 ac.C7
5
C76N87°53'33"E 124.52'C8
6N89°49'10"W
14.92'UNPLATTEDUNPLATTED
N88°20'33"W 315.26'N25°21'13
"W
264
.37
'S00°10'50"W 269.33'94.45'S89°49'10"E 66.00'S00°10'50"W
2.07'174.87'30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
C94
C 9 5S3
8
°
0
3
'
4
9
"E
6
0
.
8
3
'S11°07'27"E89.15'C9
7
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
C99C100N89°49'10"W
29.82'
N02°02'02"E
68.52'
N83°33'43"E
695.10'
N88°28'36"E
187.05'
S34°41'41"E
39.08'
DRAINAGE
EASEMENT
C10
1N3
7
°
4
2
'
0
5
"W
8
7
.
6
4
'S25°21'13
"E308.73
'
S88°20'33"E
311.04'
30' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
30' SANITARY
SEWER EASEMENT
TO BOXELDER
SANITATION DISTRICT
2
5
.
2
5
'N00°11'16"E2659.54'N00°12'15"E 1649.54'Sheet
Of 14 SheetsGATEWAY AT PROSPECTNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon.9 CITY OF FORT COLLINS STATE OF COLORADONORTH
SEE SHEET 11
SEE SHEET 7
SEE SHEET 10For and on behalf of Northern Engineering Services, Inc.
Robert C. Tessely
Colorado Registered Professional Land Surveyor No. 38470
PRELIMINARY
DRAFT
8-24-22
PRELIMI
N
A
R
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
RECORD
I
N
G
P
U
R
P
O
S
E
S
O
R
I
M
P
L
E
M
E
N
T
A
T
I
O
N
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SET 18" #4 REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
AS DESCRIBED
UTILITY EASEMENTUE
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR HIGH-RISK FLOODPLAIN
KEYMAP
PROSPECT RD INTERSTATE - 25GATEWAY AT PROSPECT
BEING A REPLAT OF LOTS 2-5, BLOCK 1, AND LOTS 1 & 2, BLOCK 2, BOXELDER ESTATES SECOND FILING AND A PLAT OF SEVERAL 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
SHEET 4
SH
E
E
T
5
SHEET 6
SHEET 7 SHEET 8
SHEET 9 SHEET 10
SHEET 13SHEET 13
SHEET 12SHEET 11
TRACT C
FUTURE
DEVELOPMENT
U&DE
DEVELOPMENT
TRACT A LOT 1
LOT 2 S01°58'22"W 408.31'N76°2
6
'
2
5
"
W
3
0
0
.
6
1
'S11°47'57"W 629.05'S00°00'00"E 276.55'C41C44N00°00'00"E 276.55'TRACT D
FUTURE DEVELOPMENT
923,931 sq. ft.
21.211 ac.
FND #4 REBAR
FND #4 REBAR
w/PLASTIC CAP
LS 33642
FND #4 REBAR
w/PLASTIC CAP
LS 33642
FND #4 REBAR
w/PLASTIC CAP
LS 33642
FND #4 REBAR
w/PLASTIC CAP
LS 32444
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
DRAINAGE
EASEMENT
FEMA 100-YR
FLOODWAY
FEMA 100-YR
HIGH-RISK
FLOODPLAIN
100.45
'
200.16
'
FND #4 REBAR
w/PLASTIC CAP
(ILLEGIBLE)
FND #4 REBAR
w/PLASTIC CAP
(ILLEGIBLE)
SECTION 16, T.7N., R.68W.
CALCULATED POSITION
FROM WITNESS CORNER
TRACT B
FUTURE DEVELOPMENT
2,888,695 sq. ft.
66.315 ac.
79,732 sq. ft.
1.830 ac.
TRACT D
FUTURE DEVELOPMENT
923,931 sq. ft.
21.211 ac.
TRACT E
OPEN SPACE
U&DE
266,920 sq. ft.
6.128 ac.
TRACT E
OPEN SPACE
U&DE
266,920 sq. ft.
6.128 ac.
C 7 8
N47°17'34"
E
74.39'C79C 8 0
N85°50'19"E
311.79'
C 81N05°44'38"E
23.66'C82N08°42'36"E 79.59'C83FEMA 100-YR
HIGH-RISK
FLOODPLAIN
42.22'50.69'S
4
6
°
0
7
'
3
9
"
E
1
3
3
.
8
5
'
S68
°
5
7
'
3
9
"
E
115.
9
7
'
S
4
6
°
0
5
'
1
2
"
E
1
8
2
.
3
6
'S12°26'38"E103.57'S23°17'39"E176.63
'
S
4
6
°
0
7
'
3
9
"
E
1
4
5
.
9
6
'
S68
°
5
7
'
3
9
"
E
115.
9
6
'
S
4
6
°
0
5
'
1
2
"
E
1
6
7
.
2
2
'S12°26'38"E141.01'N70°09'42"E
9.70'
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
40' WATERLINE EASEMENT
TO THE CITY OF GREELEY
REC. NO. 20060044720
TRACT A
OPEN SPACE
DE
1,366,669 sq. ft.
31.374 ac.
N11°47'57"E
30.37'
N76°1
9
'
3
4
"
W
79.06'C57S6
5
°
2
1
'
0
8
"
E
357
.
5
6
'
S89°48'15"E
77.01'
N89°48'15"W
84.44'
N6
5
°
2
1
'
0
8
"
W
376
.
3
0
'S27°35'09"W261.48'S12°10'33"W
104.33'S19°10'29"W 573.97'S66°0
1'
2
6
"
W
308.8
6'
N66°0
1'
2
6
"
E
404.9
5'N19°10'29"E559.14'N12°10'33"E
97.71'
THE NEW CACHE LA POUDRE
IRRIGATING COMPANY)
IRRIG
A
T
I
O
N
E
A
S
E
M
E
N
T
TO NE
W
C
A
C
H
E
L
A
P
O
U
D
R
E
IRRIG
A
T
I
N
G
C
O
M
P
A
N
Y
(ANY
A
C
T
I
V
I
T
Y
I
N
T
H
E
E
A
S
E
M
E
N
T
NEED
S
W
R
I
T
T
E
N
A
P
P
R
O
V
A
L
B
Y
THE N
E
W
C
A
C
H
E
L
A
P
O
U
D
R
E
IRRIG
A
T
I
N
G
C
O
M
P
A
N
Y
)C1
0
5S6
1
°
2
6
'
4
3
"
E
80.
7
6
'C1
06 C92N6
1
°
2
6
'
4
3
"
W
80.
7
6
'
N76°1
9
'
3
4
"
W
1
9
0
.
9
4
'
30' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
30' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
S89°42'47"W
426.14'S45°04'03"W228.94'S72°28'
5
0
"
W
335.37'30' UTILITY EASEMENT
REC. NO. 97004101
N62°
4
4'
4
3"
E
128.5
1'38.63'S62°4
4'
4
3"
W
138.4
9'
N6
6
°
0
5
'
2
1
"
W
117
.
8
2
'
S23°54'39"W
30.00'
S6
6
°
0
5
'
2
1
"
E
132
.
1
8
'96.64'247.27'49.64'FEMA 100-YR
FLOODWAY
FEMA 100-YR
HIGH-RISK
FLOODPLAIN
TRACT A
INTERSTATE LAND PUD 1ST FILING
INTERSTATE LAND PUD 1ST FILING
CENTERLINE OF CANAL PER
KING SURVEYORS ALTA SURVEY
RECORDED AT REC. NO. 20140058160
50.0'
50.0'
100' IRRIGATION EASEMENT
TO NEW CACHE LA POUDRE
IRRIGATING COMPANY
(ANY ACTIVITY IN THE EASEMENT
NEEDS WRITTEN APPROVAL BY
THE NEW CACHE LA POUDRE
IRRIGATING COMPANY)
C111 (TIE)
S89°48'10"E
79.52' (TIE)
Sheet
Of 14 SheetsGATEWAY AT PROSPECTNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon.10 CITY OF FORT COLLINS STATE OF COLORADONORTH
SEE SHEET 8
SEE SHEET 9For and on behalf of Northern Engineering Services, Inc.
Robert C. Tessely
Colorado Registered Professional Land Surveyor No. 38470
PRELIMINARY
DRAFT
8-24-22
PRELIMI
N
A
R
Y
-
N
O
T
F
O
R
C
O
N
S
T
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U
C
T
I
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N
,
RECORD
I
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G
P
U
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P
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E
S
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P
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M
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N
T
A
T
I
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GATEWAY AT PROSPECT
BEING A REPLAT OF LOTS 2-5, BLOCK 1, AND LOTS 1 & 2, BLOCK 2, BOXELDER ESTATES SECOND FILING AND A PLAT OF SEVERAL 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
KEYMAP
PROSPECT RD INTERSTATE - 25LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SET 18" #4 REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
AS DESCRIBED
UTILITY EASEMENTUE
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR HIGH-RISK FLOODPLAIN
SEE SHEET 12
SHEET 4
SH
E
E
T
5
SHEET 6
SHEET 7 SHEET 8
SHEET 9 SHEET 10
SHEET 13SHEET 13
SHEET 12SHEET 11
TRACT E
OPEN SPACE
U&DE
266,920 sq. ft.
6.128 ac.STREET B(66' PUBLIC ROW)
S
T
R
E
E
T
E
(
6
6
'
P
U
B
L
I
C
ROW
)
STREET D
(76' PUBLIC ROW)
WEST LINE OF THE
SOUTHEAST QUARTER
SECTION 16-T7N-R68W
S05°13'35"W 157.09'C9
S89°49'10"E
463.69'
C 1 0 S34°27
'14
"E
72
.00
'C14C1
5
S
4
6
°
3
2
'
3
1
"
E
1
3
9
.
2
7
'
C
1
6
C17
C 18C3
0
N
4
6
°
3
2
'
3
1
"W
1
5
6
.
5
9
'C3
1
C 32
C 3 3
N89°49'10"W
463.69'C34
N24°25'35"E303.45'N58°
3
2'
5
5"
E
111.
4
2'N17°21'55"W155.20'C52N00°10'50"E209.25'N00°10'50"E60.07'C 5 3
N89°49'10"W
516.69'C56
S
4
6
°
3
2
'
3
1
"
E
3
1
8
.
4
4
'
TRACT G
FUTURE DEVELOPMENT
537,961 sq. ft.
12.350 ac.
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND #5 REBAR
NO CAP
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
20' DRAINAGE
EASEMENT
9' UE
9' UE
9' UE
9' UE
9' UE
9' UE
DRAINAGE
EASEMENT
9' UE
FEMA 100-YR
HIGH-RISK
FLOODPLAIN38.0'38.0'33.0'33.0'33.0'
33.0'
9' UE
9' UE
9' UE
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
9' UE
FEMA 100-YR
FLOODWAY
FEMA 100-YR
HIGH-RISK
FLOODPLAIN
TRACT G
FUTURE DEVELOPMENT
537,961 sq. ft.
12.350 ac.C59
C60C61C62S45°36'40"W
14.43'C63S26°25'33"W
8.61'
S6
0
°
1
6
'
1
7
"
E
69
.
4
1
'
C64
C 6 5
C66
C67N24°24'05"E 134.98'C70C 7 1N38°33'32"E 263.34'C72N44°07'03"E 121.50'C73C7
4C7
5
C76N87°53'33"E 124.52'
C 7 7
N68°1
4'
0
4
"
E
125.0
3'
C 7 8
C8
6N89°49'10"W
14.92'
TRACT F
OPEN SPACE
47,241 sq. ft.
1.084 ac.
UNPLATTED
UNPLATTED
UNPLATTED
UNPLATTED
N01°38'45"E
0.71'N05°03'18"E 142.46'N89°55'29"W
14.38'CS01°31'47"W
28.12'N00°11'16"E 736.49'N88°20'33"W 315.26'N17°21'55"W 155.20
'C7N00°10'50"E151.25'S00°10'50"W 269.33'C6S17°21'55"E155.20'94.45'S89°49'10"E 66.00'S00°10'50"W
2.07'174.87'N90°00'00"W
337.44'
N78°41'
4
2
"
W
70.39'
N90°00'00"W
329.64'
N78°48'
4
4
"
W
62.13'44.82'22.78'
11.34'21.96'TRACT I
FUTURE DEVELOPMENT
184,433 sq. ft.
4.234 ac.
TRACT H
OPEN SPACE
DE
272,365 sq. ft.
6.253 ac.
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
74.35'
C94
C
DRAINAGE
EASEMENTS3
8
°
0
3
'
4
9
"E
6
0
.
8
3
'S11°07'27"E89.15'S44°07'03"W
40.78'C96S38°33'32"W
247.73'S
5
1
°
2
6
'
2
8
"
E
9
0
.
0
0
'
15.61'247.73'C98C9
7
49.38'72.13'30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
C99C100N89°49'10"W
29.82'
N02°02'02"E
68.52'
W
W
W
W
W
W
C102C101 S72°28'
5
0
"
W
335.37'N3
7
°
4
2
'
0
5
"W
8
7
.
6
4
'
N71°17'
2
1
"
E
127.65'
N82°09'12"E
134.89'S11°29'53"E125.76'DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018474 N22°30'26"E290.54'DRAINAGE
EASEMENT
S88°20'33"E
311.04'
30' SANITARY
SEWER EASEMENT
TO BOXELDER
SANITATION DISTRICT
30' SANITARY
SEWER EASEMENT
TO BOXELDER
SANITATION DISTRICT
S89°06'04"E
108.14'
S
4
4
°
1
2
'
1
8
"
E
1
8
5
.
3
6
'
S89°06'04"E
56.03'
S
4
4
°
1
2
'
1
8
"
E
1
6
3
.
1
3
'
2
5
.
2
5
'
35' SANITARY SEWER &
NON-POTABLE WATER
EASEMENT
NON-POTABLE
WATER
EASEMENT L7L8L
9
20'
L
1
0
20'
NON-POTABLE
WATER
EASEMENT
FRONTAGE ROAD(PUBLIC ROW VARIES)FEMA 100-YR
FLOODWAY C36C110Sheet
Of 14 SheetsGATEWAY AT PROSPECTNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon.11 CITY OF FORT COLLINS STATE OF COLORADONORTH
SEE SHEET 13 SEE SHEET 12SEE SHEET 9
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SET 18" #4 REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
AS DESCRIBED
UTILITY EASEMENTUE
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR HIGH-RISK FLOODPLAIN
SEE SHEET 10
For and on behalf of Northern Engineering Services, Inc.
Robert C. Tessely
Colorado Registered Professional Land Surveyor No. 38470
PRELIMINARY
DRAFT
8-24-22
PRELIMI
N
A
R
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
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I
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N
,
RECORD
I
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P
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P
O
S
E
S
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I
M
P
L
E
M
E
N
T
A
T
I
O
N
GATEWAY AT PROSPECT
BEING A REPLAT OF LOTS 2-5, BLOCK 1, AND LOTS 1 & 2, BLOCK 2, BOXELDER ESTATES SECOND FILING AND A PLAT OF SEVERAL 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
KEYMAP
PROSPECT RD INTERSTATE - 25SHEET 4
SH
E
E
T
5
SHEET 6
SHEET 7 SHEET 8
SHEET 9 SHEET 10
SHEET 13SHEET 13
SHEET 12SHEET 11
TRACT E
OPEN SPACE
U&DE
266,920 sq. ft.
6.128 ac.
FRONTAGE ROAD
(PUBLIC ROW VARIES
)
S85°36'15"W 289.72'
LOT 2
S82°01'25"W
1
5
7
.
0
9
'C1CDOT ROW PER
RECEPTION NO.
20190057011
C18
S85°43'41"W 131.46'
C 4 6
C 4 5
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND #4 REBAR
NO CAP
FND #5 REBAR
w/PLASTIC CAP
LS 37963
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND PK NAIL &
BRASS SHINER
LS 33642
FND #4 REBAR
w/PLASTIC CAP
LS 33642
FND #4 REBAR
w/PLASTIC CAP
LS 33642
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
9' UE
9' UE
ADDITIONAL ROW
TO BE DEDICATED
BY THIS PLAT
ADDITIONAL ROW
TO BE DEDICATED
BY THIS PLAT
FEMA 100-YR
FLOODWAY
CDOTINTERSTATE HIGHWAY 25N04°23'45"W79.97' (TIE)74.89' WITNESS CORNER
SOUTH 1
16 CORNER
SECTION 16, T.7N., R.68W.
FOUND 3 1/4" BRASS CAP
ON #6 REBAR, 22098, 1999
SOUTH 1
16 CORNER
SECTION 16, T.7N., R.68W.
CALCULATED POSITION
FROM WITNESS CORNER
9' UE
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
9' UE
9' UE
TRACT E
OPEN SPACE
U&DE
266,920 sq. ft.
6.128 ac.
TRACT J
FUTURE DEVELOPMENT
750,687 sq. ft.
17.233 ac.
N68°1
4'
0
4
"
E
C 7 8
N47°17'34"
E
74.39'C79151.67'
FEMA 100-YR
HIGH-RISK
FLOODPLAIN
N01°38'45"E
0.71'N05°03'18"E 142.46'C4N82°11'42"E 1
4
2
.
4
6
'
N85°36'05"E 289.72'
N82°01'25"E
1
5
7
.
0
9
'
C 5
S05°07'53"W 218.99'S14°24'54"W 190.79'S26°15'12"W 382.87'N89°55'29"W
14.38'C87C29
C28C27C26C
25
S09°39'22"W71.49'C 2 4
C 2 3
C22C21
S01°31'47"W
28.12'
3.00'
FND HWY ROW MONUMENT
3 1
4" ALUM. CAP LS 12374
11.38'
C 8 8 S17°19'12"E130.07'C91S11°26'09"W
6.71'
N78°08'
3
4
"
W
49.54'
N78°08'
3
4
"
W
45.19'S11°26'09"W38.54'S78°33'51"E
30.00'S17°19'12"E130.07'C89S11°26'09"W75.26'30' WATERLINE
EASEMENT
S66°0
1'
2
6
"
W
308.8
6'
N58°
1
8'
3
5"
E
214.
1
1'
N66°0
1'
2
6
"
E
404.9
5'
30' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
30' UTILITY EASEMENT
REC. NO. 97004101
N62°4
4'
4
3"
E
128.5
1'38.63'S62°
4
4'
4
3
"
W
138.4
9'
N6
6
°
0
5
'
2
1
"
W
117
.
8
2
'
S23°54'39"W
30.00'
S6
6
°
0
5
'
2
1
"
E
132
.
1
8
'96.64'30' SANITARY
SEWER EASEMENT
TO BOXELDER
SANITATION DISTRICT
L9L
1
0
20'
NON-POTABLE
WATER
EASEMENT
L4
S58°
1
8'
3
5"
W
241.
2
9'FRONTAGE ROAD(PUBLIC ROW VARIES)FEMA 100-YR
FLOODWAY
FEMA 100-YR
HIGH-RISK
FLOODPLAIN
TRACT A
INTERSTATE LAND PUD 1ST FILING
FEMA 100-YR
FLOODWAY
FEMA 100-YR
HIGH-RISK
FLOODPLAIN
N89°50'03"W
74.89'36C110C111 (TIE)
S89°48'10"E
79.52' (TIE)S00°11'10"W379.24' (TIE)S10°33'17"W201.18' (TIE)S05°13'35"W 157.09'1
6
C17
6 5
C66
C67N68°1
4'
0
4
"
E
125.03'
N01°38'45"E
N89°55'29"W
30' SANITARY
SEWER EASEMENT
TO BOXELDER
SANITATION DISTRICT
S
4
4
°
1
2
'
1
8
"
E
1
8
5
.
3
6
'
S
4
4
°
1
2
'
1
8
"
E
1
6
3
.
1
3
'L7L8Sheet
Of 14 SheetsGATEWAY AT PROSPECTNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon.12 CITY OF FORT COLLINS STATE OF COLORADONORTH
SEE SHEET 10
SEE SHEET 11SEE SHEET 14
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SET 18" #4 REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
AS DESCRIBED
UTILITY EASEMENTUE
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR HIGH-RISK FLOODPLAIN
For and on behalf of Northern Engineering Services, Inc.
Robert C. Tessely
Colorado Registered Professional Land Surveyor No. 38470
PRELIMINARY
DRAFT
8-24-22
PRELIMI
N
A
R
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
RECORD
I
N
G
P
U
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P
O
S
E
S
O
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I
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P
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E
M
E
N
T
A
T
I
O
N
GATEWAY AT PROSPECT
BEING A REPLAT OF LOTS 2-5, BLOCK 1, AND LOTS 1 & 2, BLOCK 2, BOXELDER ESTATES SECOND FILING AND A PLAT OF SEVERAL 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
KEYMAP
PROSPECT RD INTERSTATE - 25SHEET 4
SH
E
E
T
5
SHEET 6
SHEET 7 SHEET 8
SHEET 9 SHEET 10
SHEET 13SHEET 13
SHEET 12SHEET 11
201.09'30.54'FRONTAGE ROAD(PUBLIC ROW VARIES)EAST PROSPECT ROAD
(ROW 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
POINT OF
BEGINNING 1
N00°11'16"E360.01'SOUTH LINE OF THE
SOUTHEAST QUARTER
SECTION 16-T7N-R68W
(BASIS OF BEARINGS)
CDOT ROW PER
RECEPTION NO.
20190057011
20' SANITARY SEWER EASEMENT
BOXELEDER SANITATION DISTRICT
BOOK 1299 PAGE 205S01°38'45"W 455.56'S46°38'49"W 102.53'
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 G
FUTURE DEVELOPMENT
537,961 sq. ft.
12.350 ac.
N88°21'25"W 2642.32'
C 3 8 L3 C 3 9 C40 N00°50'59"E222.69'27.5' ROW PER
RECEPTION NO.
20160017402N00°09'35"E118.36'C51N17°21'55"W155.20'
10' WATER PIPELINE
EASEMENT TO ELCO
RECEPTION NO. 20160022673
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND #5 REBAR
w/PLASTIC CAP
LS 37963
FND #5 REBAR
NO CAP, BENT
FND #4 REBAR
w/PLASTIC CAP
LS 33642
FND #5 REBAR
w/PLASTIC CAP
LS 37963
FND #4 REBAR w/
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
FND HWY ROW 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' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
20' DRAINAGE
EASEMENT
CDOT ROW PERRECEPTION NO.20190057011FND HWY ROW MONUMENT3 14" ALUMINUM CAP, LS 12374FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 1237415' UTILITY & DRAINAGE EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 2016001847315' WATER PIPELINEEASEMENT TO ELCORECEPTIONNO. 201600226739' UE
9' UE
POINT OF
BEGINNING 2
FEMA 100-YR
HIGH-RISK
FLOODPLAIN
33.0'
33.0'
N01°38'35"E
57.50'
20' SANITARY SEWER EASEMENT
BOXELEDER SANITATION DISTRICT
BOOK 1299 PAGE 205
30' ROW PER
BOXELDER
ESTATES 2NDSTREET B(66' PUBLIC ROW)S88°20'51"E
80.00'
UNPLATTED UNPLATTED UNPLATTED
9' UE
FLOODWAY
FEMA 100-YR
HIGH-RISK
FLOODPLAIN
FEMA 100-YR
FLOODWAY
FRONTAGE ROADS88°21'25"E 2642.32'
9' UE
9' UE
LOT 3, BLOCK 2
BOXELDER ESTATES 2ND
OWNER: GLANZ THOMAS J/
LAURA P S01°31'47"W261.66'S07°14'26"W110.55'S01°31'47"W114.00'C68C69N24°24'05"E 134.98'1.084 ac.
TRACT F
OPEN SPACE
47,241 sq. ft.
1.084 ac.
UNPLATTED
UNPLATTED
UNPLATTED
N01°38'45"E
0.71'
N88°30'04"W 98.18'N03°42'25"W 478.89'N89°55'29"W
14.38'
3.00'
3 4" ALUM. CAP LS 12374
11.38'
80' ROW
27.5' ROW PER
RECEPTION NO.
20160017402
N01°38'35"E
57.50'
N01°38'35"E
108.43'
118.68'
1029.18'
211.55'
29.5' ROW PER
RECEPTION NO.
20160017402
N88°21'25"W 346.42'N00°11'10"E 302.51'N88°21'50"W 120.13'
N88°21'25"W 222.36'N01°38'10"E 242.51'N88°21'50"W 290.40'S01°38'10"W 240.47'N88°21'25"W
110.00'C1
9N00°09'35"E 99.73'C8N17°21'55"W 155.20
'
24.97'S17°21'55"E155.20'C3S00°09'35"W96.98'C 214.32'66.27'L2
C20
L1122.28'
5.72'100.09'
N90°00'00"W
337.44'
N78°41'
4
2
"
W
70.39'
N90°00'00"W
329.64'
N78°48'
4
4
"
W
62.13'44.82'22.78'
11.34'21.96'TRACT I
FUTURE DEVELOPMENT
184,433 sq. ft.
4.234 ac.
N86°17'35"E
30.00'S03°42'25"E112.32'S84°18'59"W
30.02'33.32'88.71'24.65'30' SANITARY
SEWER EASEMENT
N88°21'25"W
60.00'
S01°38'10"W 2.00'
TRACT H
OPEN SPACE
DE
272,365 sq. ft.
6.253 ac.C90N01°38'00"E 246.94'30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
DRAINAGE
EASEMENT
S88°42'42"W
248.66'88.78'53.54'52.50'
S84°18'59"W
20.98'S46°39'18"W
52.08'N88°21'24"W
173.88'
S59°
0
9'
0
9"
W
52.4
0'36.85'DRAINAGE &
UTILITY
EASEMENT
15.35'
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018474
N01°38'09"E 287.45'N88°21'51"W
35.35'
N00°19'46"E
23.93'N26°09'46"E 205.90'N71°17'
2
1
"
E
127.65'S11°29'53"E125.76'S17°47'10"W224.23'N88°21'51"W
158.52'
DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018474
S89°09'01"E
34.85'N00°50'59"E230.77'DRAINAGE
EASEMENT
TRACT JFUTURE DEVELOPMENT750,687 sq. ft.17.233 ac.DRAINAGE EASEMENT
DEDICATED BY
SEPARATE DOCUMENT
REC. NO. _____________13' UTILITY & DRAINAGE EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 2016001847315' WATER PIPELINEEASEMENT TO ELCORECEPTIONNO. 20160022673BOXELDER DRIVE
60.0' PUBLIC ROW PER BOXELDER
ESTATES SECOND FILING
VACATED PER REC. NO.
_________TBD___________
CENTERLINE OF GREELEY 27"
WATER PIPELINE (NO. 3)
PRESCRIPTIVE EASEMENT OF
SUFFICIENT WIDTH FOR A
RIGHT-OF-WAY FOR AN
UNDERGROUND WATER PIPE.
EASEMENT TO BE DEDICATED
BY SEPARATE DOCUMENT
REC. NO. ________________
13' UE
15' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
FEMA 100-YR
FLOODWAY
FEMA 100-YR
HIGH-RISK
FLOODPLAIN
Sheet
Of 14 SheetsGATEWAY AT PROSPECTNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon.13 CITY OF FORT COLLINS STATE OF COLORADOSEE SHEET 11
SEE SHEET 14NORTH
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SET 18" #4 REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
AS DESCRIBED
UTILITY EASEMENTUE
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR HIGH-RISK FLOODPLAIN
For and on behalf of Northern Engineering Services, Inc.
Robert C. Tessely
Colorado Registered Professional Land Surveyor No. 38470
PRELIMINARY
DRAFT
8-24-22
PRELIMI
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GATEWAY AT PROSPECT
BEING A REPLAT OF LOTS 2-5, BLOCK 1, AND LOTS 1 & 2, BLOCK 2, BOXELDER ESTATES SECOND FILING AND A PLAT OF SEVERAL 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
KEYMAP
PROSPECT RD INTERSTATE - 25SHEET 4
SH
E
E
T
5
SHEET 6
SHEET 7 SHEET 8
SHEET 9 SHEET 10
SHEET 13SHEET 13
SHEET 12SHEET 11
SOUTHEAST CORNER
SECTION 16, T.7N., R.68W.
FOUND 2 1/2" BRASS CAP
IN CONCRETE, LS 14823CDOTINTERSTATE HIGHWAY 2530.54'EAST PROSPECT ROAD
(ROW VARIES PER
LARIMER COUNTY ROAD BOOK
INDEX #5, BOOK #4, PAGE #239,
BOXELDER ESTATES 2ND, REC. NO. 20160017400,
REC. NO. 1996002493 & REC. NO. 19880026808)FRONTAGE ROAD(PUBLIC ROW VARIES)CDOT ROW PER
RECEPTION NO.
20190057011
CDOT ROW PER
RECEPTION NO.
20190057011
20' SANITARY SEWER EASEMENT
BOXELEDER SANITATION DISTRICT
BOOK 1299 PAGE 205S05°13'35"W 157.09'S01°38'45"W 455.56'S46°38'49"W 102.53'
N88°21'25"W 2642.32'
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND HWY ROW MONUMENT
" ALUMINUM CAP, LS 12374
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
9' UE
DRAINAGE
EASEMENTCDOT ROW PERRECEPTION NO.20190057011FND HWY ROW MONUMENT3 14" ALUMINUM CAP, LS 12374FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
CDOT ROW PER
RECEPTION NO.
20190057011
POINT OF
BEGINNING 2
N01°38'35"E
57.50'
SOUTH LINE OF THE
SOUTHEAST QUARTER
SECTION 16-T7N-R68W
(BASIS OF BEARINGS)
S88°20'51"E
80.00'
S88°21'25"E 2642.32'
UNPLATTED
FEMA 100-YR
HIGH-RISK
FLOODPLAIN
FRONTAGE ROADOWNER: CDOT
OWNER: CDOT OWNER:
CDOT
20' SANITARY SEWER EASEMENT
BOXELEDER SANITATION DISTRICT
BOOK 1299 PAGE 205
TRACT J
FUTURE DEVELOPMENT
750,687 sq. ft.
17.233 ac.S01°31'47"W261.66'S07°14'26"W110.55'S01°31'47"W114.00'C68N01°38'45"E
0.71'N05°03'18"E 142.46'S26°15'12"W 382.87'S16°53'35"W 143.88'S08°42'37"W 88.33'S85°22'33"W 200.40'
S00°12'05"W
50.22'
S85°22'02"W 328.26'
N88°33'23"W 82.80'N88°30'04"W 98.18'N03°42'25"W 478.89'N89°55'29"W
14.38'
S01°31'47"W
28.12'
3.00'
FND HWY ROW MONUMENT
3 1
4" ALUM. CAP LS 12374
11.38'
80' ROW
N01°38'35"E
108.43'
211.55'66.27'S88°21'25"E
256.51'S00°12'05"W113.63'67.41'
N86°17'35"E
30.00'S03°42'25"E112.32'S84°18'59"W
30.02'33.32'88.71'24.65'30' SANITARY
SEWER EASEMENT
S84°18'59"W
20.98'
15.35'TRACT JFUTURE DEVELOPMENT750,687 sq. ft.17.233 ac.1282.92'S26°47'14"W560.45' (TIE)S61°
0
9'
0
8"
W
99.88' (
TI
E)
N88°18'07"W
203.23' (TIE)
Sheet
Of 14 SheetsGATEWAY AT PROSPECTNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon.14 CITY OF FORT COLLINS STATE OF COLORADONORTH
SEE SHEET 12
SEE SHEET 13LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SET 18" #4 REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
AS DESCRIBED
UTILITY EASEMENTUE
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR HIGH-RISK FLOODPLAIN
For and on behalf of Northern Engineering Services, Inc.
Robert C. Tessely
Colorado Registered Professional Land Surveyor No. 38470
PRELIMINARY
DRAFT
8-24-22
PRELIMI
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KEYMAP
PROSPECT RD INTERSTATE - 25SHEET 4
SH
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5
SHEET 6
SHEET 7 SHEET 8
SHEET 9 SHEET 10
SHEET 13SHEET 13
SHEET 12SHEET 11
GATEWAY AT PROSPECT
BEING A REPLAT OF LOTS 2-5, BLOCK 1, AND LOTS 1 & 2, BLOCK 2, BOXELDER ESTATES SECOND FILING AND A PLAT OF SEVERAL 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