HomeMy WebLinkAboutSTANFORD SENIOR LIVING - FDP210017 - PLANS - SUBDIVISION PLATHORSETOOTH ROAD STANFORD RDS. COLLEGE DRIVELANDINGS DRIVEJOHN F. KENNEDY PKWY.STOVER ROADE. MO
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Of 2 SheetsSTANFORD SENIOR LIVINGNOTICE: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.ENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comMAINTENANCE 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.
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
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: ___________________________________
Jack E. Reutzel
Address: Fairfield and Woods, P.C.
1801 California Street, Suite 2600
Denver, CO 80202-2645
Registration No.:__________________________________
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.
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
PLANNING APPROVAL
By the Director of Community Development and Neighborhood Services of the City of Fort Collins, Colorado this _____ day of
___________ A.D., 20_____.
____________________________________________________
Director of Community Development and Neighborhood Services
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
SURVEYOR NOTES:
1. The Basis of Bearings is the South line of the Southwest Quarter of Section 25-7-69 as bearing South 89° 52' 33" East (assumed bearing), and
monumented as shown on drawing.
2. All information regarding easements, rights-of-way or Title of Record, Northern Engineering relied upon Order No. FCH25171692-8, prepared by Land
Title Guarantee Company, dated September 17, 2021.
3. The lineal unit of measurement for this plat is U. S. Survey Feet.
4. For easements created by separate document and shown hereon refer to recorded document for specific terms.
5. A copy of the title commitment and the documents contained therein were provided to the owner, client and attorney listed hereon for their use and
review.
6. Not all documents listed in the title commitment are plottable or definable by their terms. All easements that are definable by their descriptions are
shown hereon with sufficient data to establish their position. Owner, Client and others should refer to the title commitment and those documents listed
therein for a true understanding of all rights of way, easements, encumbrances, interests and title of record concerning the subject property.
7. 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.
8. 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.
9. Adjacent property owner information per the Larimer County Land information Locator.
10. 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.
11. Lot 2 is subject to the terms and conditions of that Cross Access Agreement recorded at Reception No. 88042989.
12. The found corner information is disturbed and/or does not meet the State requirement for corner monumentation and therefore is not accepted by the
surveyor and is depicted hereon for reference purposes only.
STATEMENT OF OWNERSHIP AND SUBDIVISION:
Know all persons by these presents, that the undersigned owner(s) of the following described land:
PARCEL I
A PART OF LOT 3, STRACHAN SUBDIVISION, THIRD FILING, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO, WHICH BEGINS AT A POINT WHICH BEARS N 85° 18' 00"
E, A DISTANCE OF 58.78 FEET AND AGAIN N 89° 45' 30" E, A DISTANCE OF 192.00 FEET, AND AGAIN N 44° 45' 30" E, A DISTANCE OF 312.00 FEET AND AGAIN S 45° 14' 30" E, A DISTANCE OF
115.25 FEET, AND AGAIN S 48° 48' 34" E, A DISTANCE OF 49.58 FEET FROM THE SW CORNER OF LOT 2 OF THE STRACHAN SUBDIVISION, THIRD FILING AND RUN THENCE ALONG THE ARC
OF A 398.41 FOOT RADIUS CURVE TO THE LEFT, A DISTANCE OF 236.29 FEET, THE LONG CHORD OF WHICH BEARS S 71° 18' 34" E, A DISTANCE OF 258.53 FEET; THENCE N 89° 45' 30" E, A
DISTANCE OF 214.00 FEET; THENCE ALONG THE ARC OF A 15.00 FEET RADIUS CURVE TO THE RIGHT, A DISTANCE OF 23.56 FEET, THE LONG CHORD OF WHICH BEARS S 45° 14' 30" E A
DISTANCE OF 21.21 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF STANFORD ROAD; THENCE ALONG SAID RIGHT OF WAY LINE S 00° 14' 30" E, A DISTANCE OF 175.05 FEET, AND
AGAIN ALONG THE ARC OF A 298.80 FOOT RADIUS CURVE TO THE RIGHT, A DISTANCE OF 198.17 FEET, THE LONG CHORD OF WHICH BEARS S 18° 45' 30" W, A DISTANCE OF 194.56 FEET,
AND AGAIN ALONG THE ARC OF A 376.80 FOOT RADIUS CURVE TO THE LEFT, A DISTANCE OF 14.91 FEET, THE LONG CHORD OF WHICH BEARS S 36° 37' 30" W, A DISTANCE OF 14.91 FEET;
THENCE N 53° 45' 30" W, A DISTANCE OF 141.48 FEET; THENCE S 44° 45' 30" W, A DISTANCE OF 260.46 FEET; THENCE S 89° 45' 30" W, A DISTANCE OF 24.83 FEET; THENCE N 45° 14' 30" W, A
DISTANCE OF 142.44 FEET; THENCE N 44° 45' 30" E, A DISTANCE OF 278.02 FEET; THENCE N 21° 11' 34" W, A DISTANCE OF 87.60 FEET; THENCE N 45° 14' 30" W, A DISTANCE OF 96.53 FEET;
THENCE N 44° 45' 30" E, A DISTANCE OF 23.53 FEET; THENCE N 45° 14' 30" W, A DISTANCE OF 92.94 FEET; THENCE S 89° 45' 30' W, A DISTANCE OF 35.04 FEET; THENCE N 00° 11' 47" E, A
DISTANCE OF 23.92 FEET; THENCE ALONG THE ARC OF A 14.32 FOOT RADIUS CURVE TO THE RIGHT, A DISTANCE OF 9.62 FEET, THE LONG CHORD OF WHICH BEARS N 19° 26' 55" E A
DISTANCE OF 9.44 FEET; THENCE N 38° 42' 03" E, A DISTANCE OF 9.52 FEET TO THE POINT OF BEGINNING;
EXCEPT THAT PORTION CONVEYED IN DEED RECORDED NOVEMBER 20, 2012 AT RECEPTION NO. 20120082646
AND
A PORTION OF TRACT NINE, THE FOOTHILLS FASHION MALL EXPANSION, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT WHICH BEARS N 89° 45' 30" E, 199.36 FEET AND AGAIN S 67° 44' 30" E, 268.90 FEET AND AGAIN S 45° 14' 30" E, 129.24 FEET AND AGAIN S 48° 48' 33" E, 49.58 FEET FROM
THE EAST RADIUS POINT AT THE NW CORNER OF LOT 2, STRACHAN SUBDIVISION THIRD FILING AND RUN THENCE ALONG THE ARC OF A 398.41 FOOT RADIUS CURVE TO THE LEFT A
DISTANCE OF 263.30 FEET, THE LONG CHORD OF WHICH BEARS S 71° 18' 34" E, 258.53 FEET; THENCE N 89° 45' 30" E 214.00 FEET; THENCE ALONG THE ARC OF A 15.00 FOOT RADIUS CURVE
TO THE RIGHT A DISTANCE OF 23.56 FEET, THE LONG CHORD OF WHICH BEARS S 45° 14' 30" E, 21.21 FEET TO A POINT ON THE WEST LINE
OF STANFORD ROAD; THENCE N 00° 14' 30" W, 49.00 FEET ALONG THE SAID WEST LINE; THENCE S 89° 45' 30" W, 229.09 FEET; THENCE ALONG THE ARC OF A 364.41 FOOT RADIUS CURVE TO
THE RIGHT A DISTANCE OF 240.19 FEET, THE LONG CHORD OF WHICH BEARS N 71° 21' 49" W, 235.87 FEET; THENCE S 38° 42' 03" W, 34.01 FEET TO THE POINT OF BEGINNING.
PARCEL II
A PORTION OF LOT 3, STRACHAN SUBDIVISION, THIRD FILING, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS: COMMENCE AT THE SW CORNER OF LOT 2, STRACHAN SUBDIVISION, THIRD FILING; THENCE N 85° 18' 00" E, ALONG THE SOUTH LINE OF SAID LOT 2 A DISTANCE OF 58.78
FEET; THENCE N 89° 45' 30" E, ALONG THE SOUTH LINE OF LOT 2, A DISTANCE OF 192.00 FEET; THENCE N 44° 45' 30" E, ALONG, THEN LEAVING THE EAST LINE OF SAID LOT 2, A DISTANCE
OF 312.00 FEET; THENCE S 45° 14' 30" E, A DISTANCE OF 115.25 FEET; THENCE S 48° 48' 34" E, A DISTANCE OF 49.58 FEET; THENCE ALONG THE ARC OF A 398.41 FOOT RADIUS CURVE TO THE
LEFT, A DISTANCE OF 263.29 FEET, THE LONG CHORD OF WHICH BEARS S 71° 18' 34" E, A DISTANCE OF 258.53 FEET; THENCE N 89° 45' 30" E, A DISTANCE OF 214.00 FEET; THENCE ALONG
THE ARC OF A 15.00 FOOT RADIUS CURVE TO THE RIGHT A DISTANCE OF 23.56 FEET, THE LONG CHORD OF WHICH BEARS S 45° 14' 30" E, A DISTANCE OF 21.21 FEET TO A POINT ON THE
WEST RIGHT OF WAY LINE OF STANFORD ROAD AND THE EAST LINE OF LOT 3, STRACHAN SUBDIVISION, THIRD FILING; THENCE ALONG SAID WEST RIGHT OF WAY LINE AND SAID
EAST LOT LINE, S 00° 14' 30" E, A DISTANCE OF 175.05 FEET; THENCE LEAVING SAID EAST LOT LINE ALONG SAID WEST RIGHT OF WAY LINE AND THE ARC OF A 298.80 FOOT RADIUS
CURVE TO THE RIGHT, A DISTANCE OF 198.17 FEET, THE LONG CHORD OF WHICH BEARS S 18° 45' 30" W, A DISTANCE OF 194.56 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE
ALONG SAID WEST RIGHT OF WAY LINE AND THE ARC OF A 376.80 FOOT RADIUS CURVE TO THE LEFT, A DISTANCE OF 14.91 FEET, THE LONG CHORD OF WHICH BEARS S 36° 37' 30" W, A
DISTANCE OF 14.91 FEET; THENCE LEAVING SAID WEST RIGHT OF WAY LINE N 53° 45' 30" W, A DISTANCE OF 141.48 FEET; THENCE S 44° 45' 30" W, A DISTANCE OF 260.46 FEET; THENCE S
89° 45' 30" W, A DISTANCE OF 24.83 FEET; THENCE N 45° 14' 30" W, A DISTANCE OF 142.44 FEET; THENCE N 44° 45' 30" E, A DISTANCE OF 278.02 FEET; THENCE N 21° 11' 34" W, A DISTANCE OF
16.88 FEET; THENCE N 79° 18' 37" E, A DISTANCE OF 9.19 FEET; THENCE S 45° 17' 43" E, A DISTANCE OF 158.86 FEET; THENCE S 53° 17' 53" E, A DISTANCE OF 150.64 FEET TO THE POINT OF
BEGINNING.
Being more particularly described as follows:
A tract of land being a portion of Lot 3, Strachan Subdivision Third Filing, located in the Southwest Quarter of Section 25, Township 7 North, Range 69 West of the 6th P.M., City of Fort Collins, County of Larimer,
State of Colorado, and being more particularly described as follows:
Considering the South line of the Southwest Quarter of Section 25 as bearing South 89° 52' 33" East and with all bearings contained herein relative thereto:
COMMENCING at the Southwest corner of Section 25, being a 2 ½” Aluminum Cap on a #6 rebar in a monument box; thence along the South line of the Southwest Quarter of Section 25, South 89° 52' 33" East, 1338.63
feet; thence departing said South line, North 00° 07' 27" East, 50.00 feet to the North right-of-way line of East Horsetooth Road; thence, North 00° 07' 27" East, 138.12 feet, to a nail and shiner, stamped with LS#30126;
thence, North 45° 06' 08" East, 136.45 feet to a #4 rebar with an illegible orange plastic cap, which is the Northerly corner of a Portion of Lot 3, Strachan Subdivision Third Filing, described in reception number
2015002744, and also the POINT OF BEGINNING;
THENCE Along the Easterly line of a Portion of Lot 3, Strachan Subdivision Third Filing, described in reception number 20190052896, for the following six courses and distances;
THENCE North 45° 06' 57" East a distance of 277.94 feet, to a #4 rebar with an illegible orange plastic cap;
THENCE North 20° 53' 58" West a distance of 87.53 feet, to a #4 rebar;
THENCE North 44° 49' 38" West a distance of 96.56 feet, to a #4 rebar with an orange plastic cap, LS#7839;
THENCE North 45° 22' 30" East a distance of 23.44 feet, to a #4 rebar;
THENCE North 44° 49' 33" West a distance of 93.02 feet, to a #4 rebar with an orange plastic cap, LS#7839;
THENCE North 89° 53' 55" West a distance of 35.00 feet, to a #4 rebar with a yellow plastic cap, LS#30126;
THENCE Departing said Easterly line along a Portion of Lot 3, Strachan Subdivision Third Filing, to a point along the Easterly line of a Portion of Lot 3, Strachan Subdivision Third Filing, described in reception number
20050022855; THENCE Along said line for the following four courses and distances;
THENCE North 00° 30' 35" East a distance of 23.95 feet, to a #4 rebar with an illegible orange plastic cap;
THENCE along the arc of a non-tangent curve concave to the Southeast a distance of 9.71 feet, said curve has a Radius of 14.32 feet, a Delta of 38° 51' 05" and is subtended by a Chord bearing North 19° 56' 37" East a
distance of 9.53 feet, to a #4 rebar with an orange plastic cap, LS#7839;
THENCE North 38° 29' 22" East a distance of 9.46 feet, to a point on the shared line of Lots 1 and 2 of Stanford Senior Living, described by this replat;
THENCE North 38° 52' 12" East a distance of 35.16 feet, to a nail and shiner, stamped with LS#30126;
THENCE Departing said Easterly line of a Portion of Lot 3, Strachan Subdivision Third Filing, to a point on the Southerly line of Tract J of Foothills Mall Redevelopment Subdivision, Filing Number Three, described in
Reception Number 20200083502, and the Northerly line of the Cross Access Agreement, described in reception number 88042989; THENCE along said line for the following two courses and distances;
THENCE along the arc of a curve concave to the Northeast a distance of 240.15 feet, said curve has a Radius of 364.31 feet, a Delta of 37° 46' 07" and is subtended by a Chord bearing South 70° 57' 46" East a distance
of 235.83 feet, to a nail and shiner, stamped with LS#30126;
THENCE South 89° 51' 02" East a distance of 229.04 feet, to a set nail and shiner, stamped with LS#38470;
THENCE Departing said Southerly line of Tract J of Foothills Mall Redevelopment Subdivision, and the Northerly line of the Cross Access Agreement, to a point along the Westerly right-of-way line of Stanford Road,
described in Book 1506, Page 589, and Strachan Subdivision First Filing;
THENCE along said right-of-way line, for the following four courses and distances;
THENCE South 00° 45' 15" West a distance of 49.71 feet, to a #4 rebar with an illegible orange plastic cap, that is a point on the shared line of Lots 1 and 2 of Stanford Senior Living, described by this replat;
THENCE South 00° 07' 42" West a distance of 175.08 feet, to a #4 rebar with an orange plastic cap, LS#7839;
THENCE along the arc of a curve concave to the Northwest a distance of 197.40 feet, said curve has a Radius of 298.80 feet, a Delta of 37° 51' 11" and is subtended by a Chord bearing South 19° 06' 15" West a distance
of 193.83 feet, to a nail and shiner, stamped with LS#30126;
THENCE along the arc of a non-tangent curve concave to the Southeast a distance of 14.79 feet, said curve has a Radius of 376.80 feet, a Delta of 02° 14' 58" and is subtended by a Chord bearing South 36° 52' 45" West
a distance of 14.79 feet, to a nail and shiner, stamped with LS#30126;
THENCE Departing said Westerly right-of-way line of Stanford Road, to a point on the Northerly line of a Portion of Lot 3 Strachan Subdivision Third Filing, described in reception number 20180064205; THENCE
along said line, for the following two courses and distances;
THENCE North 53° 22' 17" West a distance of 141.46 feet, to a nail and shiner, stamped with LS#30126;
THENCE South 45° 08' 19" West a distance of 260.51 feet, to a nail and shiner, stamped with LS#30126, which was upgraded to an 18 inch #4 rebar with blue plastic cap, LS#38470;
THENCE departing said Northerly line of a Portion of Lot 3 Strachan Subdivision Third Filing, to a point on the Northerly line of a Portion of Lot 3 Strachan Subdivision Third Filing, described in reception number
2015002744; THENCE along said line, for the following two courses and distances;
THENCE South 88° 06' 54" West a distance of 25.23 feet, to a nail and shiner, stamped with LS#7839;
THENCE North 44° 50' 37" West a distance of 142.32 feet to the previously described POINT OF BEGINNING;
containing 165,237 square feet or 3.793 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 STANFORD
SENIOR LIVING (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.
LIENHOLDER:
BY: _________________________________
STATE OF COLORADO )
)ss.
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
________________________, as __________________ of __________________________________.
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
STANFORD SENIOR LIVING
A TRACT OF LAND BEING A REPLAT OF A PORTION OF LOT 3, STRACHAN SUBDIVISION THIRD FILING, LOCATED IN THE SOUTHWEST QUARTER OF SECTION
25, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
1 CITY OF FORT COLLINS STATE OF COLORADONOTES AT THE REQUEST OF THE CITY OF FORT COLLINS:
1. 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.
PROJECT
LOCATION
VICINITY MAP
NORTH
NORTHERN ENGINEERING SERVICES, INC.
STEPHANIE THOMAS, PE
301 NORTH HOWES STREET, SUITE 100
FORT COLLINS, CO 80524
(970) 221-4158
CIVIL ENGINEER
OWNER/APPLICANT
ESL FORT COLLINS, LLC
HUNTER MACLEOD
1550 MARKET ST., SUITE 200
DENVER, CO 80202
(303) 382-0175
NORTHERN ENGINEERING SERVICES, INC.
BOB TESSELY, PLS
301 NORTH HOWES STREET, SUITE 100
FORT COLLINS, CO 80524
(970) 221-4158
SURVEYOR
DRAFT
4-19-23
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FND NAIL & BRASS
TAG, LS 30126
FND #4 REBAR
W/OPC, LS 7839
FND NAIL & BRASS
TAG, LS 30126
FND MAG NAIL
S89°52'33"E 1104.64'
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(R) S89°45'30"W 229.09'
(R) S00°14'30"E 49.00'
(R) S18°45'30"W 194.56'(R) S00°14'30"E 175.05'(R) S36°37'30"W 14.91'
10' UTILITY
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Delta= 37°46'07"
R=364.31' L=240.15'
Dir= S70°57'46"E
Chord= 235.83'
(M) S89°51'02"E 229.04'
(M) S00°45'15"W
49.71'(M) S00°07'42"W 175.08'Delta= 37°51'11"
R=298.80' L=197.40'
(M) Dir= S19°06'15"W
Chord= 193.83'
Delta= 2°14'58"
R=376.80' L=14.79'
(M) Dir= S36°52'45"W
Chord= 14.79'
20' SANITARY SEWER
EASEMENT
BK. 1808 PG. 779
8' UTILITY EASEMENT PER
STRACHAN SUB. 3RD
VACATED PER THIS PLAT
ACCESS EASEMENT
REC. NO. 20120082646
N40°49'01"E
21.03' (TIE)
LOT 1
148,251 sq. ft.
3.403 ac.
LOT 2
16,357 sq. ft.
0.376 ac.
ADDITIONAL RIGHT-OF-WAY
DEDICATED BY THIS PLAT -
629 SQ. FT. (WIDTH VARIES)
ADDITIONAL RIGHT-OF-WAY
DEDICATED BY THIS PLAT -
629 SQ. FT.
(WIDTH VARIES)
EAST HORSETOOTH ROAD
(PUBLIC ROW VARIES)STANFORD ROAD(ROW VARIES)(PER BOOK 1506, PAGE 589 &STRACHAN SUB. 1ST FILING)PORTION OF LOT 3
STRACHAN SUBDIVISION
THIRD FILING
REC. NO. 20180064205
LOT 6
FOOTHILLS MALL
REDEVELOPMENT SUB.LOT 3STRACHAN SUBDIVISIONFIRST FILINGLOT 1
VILLAGE COOPERATIVE
OF FORT COLLINS
PORTION OF LOT 3
STRACHAN SUBDIVISION
THIRD FILING
REC. NO. 20180064205 STANFORD ROAD(78' ROW)(PER STRACHAN SUB.THIRD FILING)TRACT J
FOOTHILLS MALL
REDEVELOPMENT SUB.
FILING NO. 3
20' UTILITY EASEMENT
BK. 2181 PG. 1262
FND NAIL & BRASS
TAG, LS 30126
228.37'
S00°45'15"W
44.73'
C2N89°51'02"W 213.52'S00°01'46"W 169.88'C3L6
1
4
0
.
0
7
'
0.67'
1.40'
FND NAIL & BRASS
TAG, LS 30126
9' UTILITY
EASEMENT
DRAINAGE
EASEMENT
11' EAE
N45°08'19"E202.71'C9L5L
4
L
3
S
4
4
°
5
4
'
0
6
"
E
1
0
0
.
0
5
'S45°45'43"W
79.68'L
7
L8L9EMERGENCY
ACCESS EASEMENT
(HATCHED AREA)
L17L16L
1
5L14
L
1
3
L12L11
SEE DETAIL 4
1
L19
SET NAIL &
BRASS TAG
NE, 38470
(SEE NOTE 11)
CALCULATED
POSITION
N28°25'48"E
CROSS ACCESS AGREEMENT
(PRIVATE ROAD)
REC. NO. 88042989
(a.k.a. EAST MONROE DRIVE)
S73°
5
3
'
4
5
"
E
69.55'
S89°07'51"E
210.43'
UE
S44°54'30"E 160.87'S
4
8
°
2
5
'
2
7
"
E
1
5
6
.
9
1
'
L
4
0
S
5
2
°
5
4
'
4
0
"
E
1
4
8
.
1
9
'S44°54'30"E 158.86'SEE DETAIL 2
FND NAIL & BRASS
TAG, LS 38098
(SEE NOTE 12)
FND HOLE
W/EPOXY
(SEE NOTE 12)
S44°23'54"W
3.30' (TIE)
S39°22'02"W
3.48' (TIE)
S30°59'30"W
17.49' (TIE)
SEE DETAIL 3
14.91' ACCESS EASEMENT
REC. NO. 20120082646
10' UTILITY
EASEMENT
FND NAIL & BRASS
TAG, LS 7839
(SEE NOTE 12)
FND NAIL & BRASS
TAG, LS 38199
(SEE NOTE 12)
FND #4 REBAR
W/OPC, ILLEGIBLE
POINT OF COMMENCEMENT
SOUTHWEST CORNER
SEC. 25, T7N, R69W
2-1/2" ALUMINUM CAP
ON #6 REBAR
IN MONUMENT BOX
S89°52'33"E 1338.63'
SOUTH 1/4 CORNER
SEC. 25, T7N, R69W
3" ALUMINUM CAP
ON # 6 REBAR, LS 20123L52FND #4 REBAR
W/OPC, LS 7839
FND #4 REBAR
W/OPC, LS 7839
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
FND #4 REBAR
W/OPC, ILLEGIBLE
FND #4 REBAR
W/OPC, ILLEGIBLE
FND NAIL & BRASS
TAG, LS 7839
FND NAIL & BRASS
TAG, LS 7839
FND CHISELED "X"
IN CONCRETE
S89°52'33"E 1104.64'(R) S44°45'30"W 260.46'(R) S89°45'30"W 24.83'(R) N44°45'30"E 278.02'
(R) N21°11'34"W 87.60'
(R) N45°14'30"W 96.53'
(R) N44°45'30"E 23.53'
(R) N45°14'30"E 92.94'
(R) N00°11'47"E 23.92'
(R) N19°26'55"E 9.44'
(R) N38°42'03"E 9.52'
(R) N38°42'03"E 34.01'
(R) N71°21'49"E 235.87'
ELECTRIC UTILITY EASEMENT
REC. NO. 20170007257
(
R
)
N
4
5
°
1
4
'
3
0
"W
1
4
2
.
4
4
'(M) S45°08'19"
W 260.51'
(M) S88°06'54"W 25.23'
N
4
4
°
5
0
'
3
7
"W
1
4
2
.
3
2
'(M) N45°06'57"E 277.94'
(M) N20°53'58"W 87.53'
(M) N44°49'38"W 96.56'
(M) N45°22'30"E 23.44'
(M) N44°49'33"W 93.02'
(M) N89°53'55"W 35.00'
(M) N00°30'35"E
23.95'
Delta= 38°51'05"
R=14.32' L=9.71'
Dir= N19°56'37"E
Chord= 9.53'
(M) N38°29'22"E 9.46'
Delta= 37°46'07"
R=364.31' L=240.15'
Dir= S70°57'46"E
Chord= 235.83'N45°06'08"E136.45'N00°07'27"E138.12'N00°07'27"E50.00'N00°10'39"E50.00'S89°52'33"E 221.95'
20' STORM SEWER
EASEMENT
REC. NO. 20110055271
20' STORM EASEMENT
REC. NO. 86030654
VACATED BY THIS PLAT
20' SANITARY SEWER
3' UTILITY EASEMENT
BK. 2181 PG. 1262
FND #4 REBAR
W/YPC, LS 30126
(R) S89°45'30"W 35.04'
20' STORM EASEMENT
REC. NO. 86030654
N00°13'47"E134.84'FND NAIL & SHINER
LS 30126
8' UTILITY EASEMENT
PER STRACHAN SUB. 3RD
EAST HORSETOOTH ROAD
(PUBLIC ROW VARIES)
C134.01'1.15'
FND NAIL & BRASS
TAG, LS 30126
PORTION OF LOT 3
STRACHAN SUBDIVISION
THIRD FILING
REC. NO. 20190052896
FND NAIL & BRASS
TAG, LS 30126
UPGRADED TO 18"
#4 REBAR W/BPC 38470
N03°13'52"W
1.24' (TIE)
PORTION OF LOT 3
STRACHAN SUBDIVISION
THIRD FILING
REC. NO. 2015002744
DRAINAGE
EASEMENT
10' DRAINAGE
EASEMENTS45°06'57"W 259.88'
C7
L
5
0
C6
N45°08'19"E202.71'L2 C5L51C4L1 N45°05'54"E79.58'15' EAE
L10 L14L
1
3
L11
POINT OF
BEGINNING
EMERGENCY
ACCESS EASEMENT
(HATCHED AREA)19.67'L18
SEE DETAIL 1
C
10
C11
(M) N38°52'12"E 35.16'
S44°51'17"E
97.96'
N28°25'48"E
8.19'
4.14'
6.12'
L26
L27 22.72'L28 L29
L
3
0
L31
L
3
2
L33L34
L35L37L36
12' UE
L42
L41
S6
1
°
3
4
'
3
9
"
E
33.
6
7
'
S6
5
°
1
7
'
0
4
"
E
36.
0
8
'
S69
°
3
9
'
0
5
"
E
36.2
5
'
N81°18'42"E
47.08'
SITE & LANDSCAPE COVENANTS
REC. NO. 96004137 & REC. NO. 96004138
(CROSS -HATCHED AREA)
UE
UE
SOUTH LINE OF THE
SOUTHWEST 1
4
SECTION 25
BASIS OF BEARINGS
L39
N07°07'51"E144.04'L43
S07°07'51"W128.40'24' EAE30.00'206.25'20' STORM SEWER
EASEMENT 33.46'27.23'L38
L47L
4
8
2
9
.
4
9
'
L
4
9 N4
4
°
5
0
'
4
9
"W
8
8
.
8
7
'
N58°
0
3'
2
6"
E
1
5
6.
9
2'
S58°
0
3'
2
6"
W
1
5
8.
0
3'L53CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
DELTA
37°51'07"
73°26'59"
32°56'01"
90°01'22"
73°10'39"
90°00'00"
89°58'42"
89°10'25"
90°07'10"
17°41'47"
36°47'55"
59°45'50"
25°09'14"
RADIUS
398.30'
15.00'
310.00'
3.00'
3.00'
5.00'
3.00'
12.00'
14.00'
376.81'
216.66'
12.00'
12.00'
LENGTH
263.13'
19.23'
178.19'
4.71'
3.83'
7.85'
4.71'
18.68'
22.02'
116.38'
139.15'
12.52'
5.27'
BEARING
N70°55'29"W
N53°07'33"W
S16°29'47"W
N89°52'22"W
N08°16'22"W
S89°51'41"E
S00°07'40"W
S89°42'09"W
N00°04'44"E
S60°53'43"E
S71°06'00"E
N75°35'33"W
S61°56'55"W
CHORD
258.37'
17.94'
175.75'
4.24'
3.58'
7.07'
4.24'
16.85'
19.82'
115.92'
136.77'
11.96'
5.23'
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
LENGTH
14.51'
3.72'
26.22'
23.46'
58.09'
42.70'
77.46'
52.82'
175.56'
9.87'
2.31'
29.43'
15.68'
10.00'
19.82'
37.71'
6.00'
25.54'
228.68'
4.50'
5.00'
17.52'
2.51'
14.84'
1.30'
86.85'
38.99'
BEARING
S45° 06' 57"W
N28° 18' 58"E
N45° 42' 38"W
N44° 43' 50"W
N44° 58' 51"W
S32° 57' 48"W
N53° 21' 29"W
N54° 56' 30"W
N45° 04' 40"W
S76° 25' 40"W
S44° 09' 06"W
S00° 50' 54"E
S45° 50' 54"E
S44° 09' 06"W
N45° 50' 54"W
N00° 50' 54"W
N44° 09' 06"E
N44° 32' 41"E
S89° 51' 02"E
S89° 28' 33"E
S00° 31' 27"W
S38° 08' 06"E
S41° 43' 41"E
N38° 08' 06"W
N89° 28' 33"W
N73° 09' 04"W
N73° 09' 04"W
LINE TABLE
LINE
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
L51
L52
L53
LENGTH
5.13'
3.27'
10.00'
6.99'
21.92'
17.10'
16.22'
9.02'
3.00'
12.00'
49.34'
9.99'
160.85'
41.55'
13.83'
20.00'
7.15'
5.00'
8.67'
89.49'
21.23'
12.19'
125.54'
131.43'
13.23'
12.14'
BEARING
S44° 50' 37"E
S44° 50' 37"E
S44° 50' 37"E
S44° 50' 37"E
S44° 50' 37"E
S44° 50' 37"E
N88° 06' 54"E
N88° 06' 54"E
N44° 50' 37"W
S44° 50' 37"E
N02° 08' 30"W
N79° 41' 50"E
S48° 25' 27"E
S57° 24' 29"E
S74° 25' 37"E
N82° 52' 09"W
N44° 57' 52"W
N45° 02' 08"E
S44° 57' 52"E
N02° 08' 30"W
S44° 50' 37"E
S44° 50' 37"E
S44° 51' 41"E
N44° 51' 41"W
N44° 39' 10"E
S44° 39' 10"W
POINT OF COMMENCEMENT
SOUTHWEST CORNER
SEC. 25, T7N, R69W
2-1/2" ALUMINUM CAP
ON #6 REBAR
IN MONUMENT BOX
S89°52'33"E 1338.63'
POINT OF COMMENCEMENT
SOUTHWEST CORNER
SEC. 25, T7N, R69W
2-1/2" ALUMINUM CAP
ON #6 REBAR
IN MONUMENT BOX
S89°52'33"E 1338.63'
POINT OF COMMENCEMENT
S00°45'15"W
44.73'
C2
0.67'33.50'L6
1.40'
9.
0
2
'10.02'27.75'0.22'
4.71'1.35'
0.92'13.31'
2.20'
2
1
.
8
1
'
1
0
.
0
1
'
9.13'
L46
L45L44
C 8
C12
C13
UE
6.56'
FND #4 REBAR
W/OPC, LS 7839
FND #4 REBAR
W/OPC, LS 7839
FND #4 REBAR
W/OPC, ILLEGIBLE
ELECTRIC
UTILITY EASEMENT
REC. NO. 2017000725734.01'1.15'
L20
L21L
2
2
L
2
3
L
2
4
L25
3.28'9.00'10.57'12.49'Sheet
Of 2 SheetsSTANFORD SENIOR LIVINGNOTICE: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.ENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comRobert C. Tessely
Registered Professional Land Surveyor
Colorado Registration No. 38470
For and on behalf of Northern Engineering Services, Inc.
PRELIMINARY
NORTH
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SET 18" #4 REBAR WITH 1"
BLUE PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
AS DESCRIBED
EXISTING EASEMENT LINE
PROPOSED RIGHT-OF-WAY
CENTERLINE
SECTION LINE
UTILITY EASEMENTUE
DRAINAGE EASEMENTDE
STANFORD SENIOR LIVING
A TRACT OF LAND BEING A REPLAT OF A PORTION OF LOT 3, STRACHAN SUBDIVISION THIRD FILING, LOCATED IN THE SOUTHWEST
QUARTER OF SECTION 25, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS,
COUNTY OF LARIMER, STATE OF COLORADO
2 CITY OF FORT COLLINS STATE OF COLORADOMEASURED BEARING/DISTANCE(M)
RECORDED BEARING/DISTANCE(R)
DETAIL 1 (1"=20')
DETAIL 4 (1"=20')
SET NAIL & BRASS SHINER,
"NE", PLS 38470
CALCULATED POSITION
DRAFT
4-19-23
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
EMERGENCY ACCESS EASEMENTEAE
DETAIL 2 (1"=20')
DETAIL 3 (1"=20')