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HomeMy WebLinkAboutMaps - Subdivision Plat - 11/17/2025AR I Z O N A | C O L O R A D O ep s g r o u p i n c . c o m 97 0 . 2 2 1 . 4 1 5 8 RE V I E W E D B Y : CL I E N T : DR A W N B Y : SC A L E : DA T E : PR O J E C T : RA N G E : TO W N S H I P : SE C T I O N : Sheet Of Sheets LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO NO T I C E : Ac c o r d i n g t o C o l o r a d o l a w y o u m u s t c o m m e n c e a n y l e g a l ac t i o n b a s e d u p o n a n y d e f e c t i n t h i s s u r v e y w i t h i n t h r e e y e a r s af t e r y o u d i s c o v e r s u c h d e f e c t . I n n o e v e n t m a y a n y a c t i o n ba s e d u p o n a n y d e f e c t i n t h i s s u r v e y b e c o m m e n c e d m o r e th a n t e n y e a r s a f t e r t h e d a t e o f t h e c e r t i f i c a t e s h o w n h e r e o n . TOUCHMARK FORT COLLINS FINAL PLAT OF 68 W E S T O F 6 T H P M 6 N O R T H 4 1 11 / 1 7 / 2 5 1" = 3 0 ' T. H E L G E R S O N J. B U N N E R IM A G O 47 1 0 C I N Q U E F O I L L A N E F O R T C O L L I N S , L A R I M E R C O U N T Y , C O L O R A D O TO U C H M A R K F O R T C O L L I N S FI N A L P L A T O F 24 - 0 4 1 1 S: \ S u r v e y J o b s \ 2 4 - 0 4 1 1 \ D w g \ P l a t \ 2 4 - 0 4 1 1 P L A T . d w g 7 Tharen J. Helgerson Colorado Professional Land Surveyor No. 38882 For and on behalf of EPS Group, Inc. PRELIM I N A R Y 11/17/25 FOR RE V I E W O N L Y NOTICE: ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A PROPERTY OWNERS' ASSOCIATION, IF APPLICABLE. THE CITY OF FORT COLLINS SHALL HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR RECONSTRUCTION OF SUCH PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES. SURVEYOR NOTES: 1.The lineal unit of measurement for this plat is U.S. Survey Feet. 2.The Basis of Bearings is the south line of the Northeast Quarter of said Section 4, Township 6 North, Range 68 West of The 6th P.M., County of Larimer, State of Colorado, as bearing South 88° 36'29" East with the Center Quarter corner of said Section 4 being a #6 rebar with a 2-1/2" aluminum cap, stamped LS 33193, in a monument box, and the East Quarter corner of said Section 4 being a #6 rebar with a 2-1/2" aluminum cap, stamped LS 33193, in a monument box, and with all bearings contained herein relative thereto. 3.For all information regarding easements, right-of-way or title of record, EPS Group, Inc. relied upon Commitment No. FCIF25212433, dated March 17, 2025 at 5:00 P.M., prepared by First American Title Insurance Company National Commercial Service. 4.Neither EPS Group, Inc. nor the Professional Land Surveyor listed hereon has the expertise to address mineral rights, and recommends the owner retain an expert to address these matters. EPS Group, Inc. and the Professional Land Surveyor listed hereon assumes no responsibility for the mineral rights upon the subject property. 5.A copy of the title commitment and the documents contained therein were provided to the owner, client and attorney listed hereon for their use and review. 6.Not all documents listed in the title commitment are plottable or definable by their terms. All easements that are definable by their descriptions are shown hereon with sufficient data to establish their position. Owner, Client and others should refer to the title commitment and those documents listed therein for a true understanding of all rights of way, easements, encumbrances, interests and title of record concerning the subject property. 7.For easements created by separate document and shown hereon refer to record document for specific terms. 8.Easements and other record documents shown or noted hereon were examined as to location and purpose and were not examined as to restrictions, exclusions, conditions, obligations, terms, or as to the right to grant the same. 9.Adjacent property owner information per the Larimer County Land Information Locator. 10.Per C.R.S. 38-51-105 (3)(a), (3)(b), (4)(b), (4)(c), & 5, the Developer/Owner of the subdivision plat has the requirement of providing monumentation of the interior corners created by this platting procedure within one year of the effective date of a sales contract. The Surveyor of record of said subdivision plat has only the required responsibility of providing for the on the ground monumentation of the external boundary of the subdivision plat. 11.The Professional opinion of the Surveyor is not a determination of law, nor a matter of fact. 12.The adjoining rights of way are depicted hereon for reference only and as requested by the City of Fort Collins. NOTES AT THE REQUEST OF THE CITY OF FORT COLLINS: 1.Notes as requested by the City of Fort Collins and listed hereon are being required as a condition of approval by the City of Fort Collins. 2.There shall be no private conditions, covenants or restrictions that prohibit or limit the installation of resource conserving equipment or landscaping that are allowed by Sections 12-120 - 12-122 of the City code. 3.FLOOD ZONE DESIGNATION: Said described property is located within an area having a Zone Designation "X", area of 0.2% Annual Chance Flood Hazard, by the Federal Emergency Management Agency (FEMA), on Flood Insurance Rate Map No. 08069C0979H, with an effective date of May 2, 2012, for Community No. 080102 and LOMR 20-08-064P, with an effective date June 25, 2021, in the City of Fort Collins, Larimer County, State of Colorado, which is the current Flood Insurance Rate Map for the community in which said premises is situated. SURVEYOR'S STATEMENT I, Tharen J. Helgerson, a Colorado Professional Land Surveyor do hereby certify that this Subdivision Plat was prepared from an actual survey under my personal supervision, that the monumentation as indicated hereon were found or set as shown, and that the foregoing plat is an accurate representation thereof, all this to the best of my knowledge, information and belief. OWNER: IMAGO ENTERPRISES, INC., A COLORADO CORPORATION BY: ______________________________________________ Name STATE OF COLORADO ) ) ss COUNTY OF LARIMER ) The foregoing instrument was acknowledged before me this ______ day of ___________________, 2025, by ______________________________________ as_____________________________________ of _________________________. Witness my hand and official seal My commission expires: ________________ __________________________________________________________ Notary Public STATEMENT OF OWNERSHIP AND SUBDIVISION: Per Commitment No. FCIF25212433, dated March 17, 2025 at 5:00 P.M., prepared by First American Title Insurance Company National Commercial Service. Know all persons by these presents, that the undersigned owner(s) of the following described land: The Land referred to herein below is situated in the County of Larimer, State of Colorado, and is described as follows: A Tract of land situate in the Northeast 1/4 of Section 4, Township 6 North, Range 68 West of the 6th P.M., Larimer County, Colorado, which, considering the North line of the said Northeast 1/4 as bearing due West and with all bearings contained herein relative thereto, are more particularly described as follows: Beginning at a point bears East 957.10 feet, and again South 02°03’30” East 417.14 feet from the North 1/4 corner of said Section 4, and run thence East 590.11 feet to a point on the West line of Fossil Creek Inlet Ditch; thence along said West line South 00°52’ East 36.35 feet, and again South 53°50’ East 125.95 feet, and again South 61°20’ East 202.54 feet, and again South 36°30’ East 285.09 feet, and again South 27°35’ East 392.54 feet, and again South 11°51’ East 106.27 feet; thence West 1211.26 feet; thence North 02°03’30” West 889.51 feet to the Point of Beginning. Less and except that portion described in Deed recorded May 7, 1999 at Reception No. 99040544, Further less and except therefrom those portions described in Deeds of Dedication for Rights of Ways recorded February 21, 2002 at Reception No. 2002020065 and recorded September 16, 2013 at Reception No. 20130070592, County of Larimer, State of Colorado. AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: Considering the south line of the Northeast Quarter of said Section 4, Township 6 North, Range 68 West of The 6th P.M., County of Larimer, State of Colorado, as bearing South 88° 36'29" East with the Center Quarter corner of said Section 4 being a #6 rebar with a 2-1/2" aluminum cap, stamped LS 33193, in a monument box, and the East Quarter corner of said Section 4 being a #6 rebar with a 2-1/2" aluminum cap, stamped LS 33193, in a monument box, and with all bearings contained herein relative thereto: COMMENCING at the Center Quarter corner of said Section 12; THENCE North 88° 36' 29" East along said south line of the Northeast Quarter of Section 4, a distance of 1558.43 feet; THENCE North 01° 23' 27" East, a distance of 1284.32 feet; THENCE along the arc of a curve concave to the southwest, a distance of 23.78 feet, said curve has a Radius of 15.00 feet, a Delta of 90° 51' 00" and is subtended by a Chord bearing North 44° 02' 48" West, a distance of 21.37 feet; THENCE North 00° 05' 58" East, a distance of 51.00 feet, to the north right-of-way line of Le Fever Drive and the POINT OF BEGINNING; THENCE North 89° 29' 02" West, along said north right-of-way line of Le Fever Drive, a distance of 624.59 feet, to the east right-of-way line of Cinquefoil Lane; THENCE North 00° 30' 53" East, along said east right-of-way line of Cinquefoil Lane, a distance of 10.62 feet; THENCE along the arc of a curve concave to the northeast, continuing along said east right-of-way line of Cinquefoil Lane, a distance of 23.02 feet, said curve has a Radius of 15.00 feet, a Delta of 87° 56' 30" and is subtended by a Chord bearing North 45° 30' 52" West a distance of 20.83 feet; THENCE North 01° 32' 37" West, continuing along said east right-of-way line of Cinquefoil Lane, a distance of 838.90 feet, to the north line of a parcel described in the Warranty Deed recorded under Reception No. 19990080533, with the Larimer County Clerk and Recorder; THENCE South 89° 29' 07" East, along said north line, a distance of 544.08 feet, to the easterly line of said parcel; THENCE South 40° 00' 54" East, along said easterly line, a distance of 119.08 feet; THENCE South 60° 53' 57" East, continuing along said easterly line, a distance of 267.55 feet; THENCE South 34° 50' 08" East, continuing along said easterly line, a distance of 278.35 feet; THENCE South 28° 18' 59" East, continuing along said easterly line, a distance of 314.44 feet; THENCE South 15° 39' 39" East, continuing along said easterly line, a distance of 174.73 feet, to the south line of said parcel; THENCE North 89° 29' 07" West, along said south line, a distance of 172.76 feet, to said north right-of-way line of Le Fever Drive; THENCE along the arc of a non-tangent curve concave to the southwest, along said north right-of-way line of Le Fever Drive, a distance of 90.08 feet, said curve has a Radius of 78.50 feet, a Delta of 65° 45' 02" and is subtended by a Chord bearing North 67° 18' 42" West a distance of 85.22 feet; THENCE along the arc of a reverse curve concave to the northwest, continuing along said north right-of-way line of Le Fever Drive, a distance of 71.35 feet, said curve has a Radius of 382.00 feet, a Delta of 10° 42' 07" and is subtended by a Chord bearing South 85° 09' 50" West a distance of 71.25 feet; THENCE North 89° 29' 07" West, continuing along said north right-of-way line of Le Fever Drive, a distance of 143.88 feet; THENCE along the arc of a curve concave to the northeast, continuing along said north right-of-way line of Le Fever Drive, a distance of 24.05 feet, said curve has a Radius of 15.00 feet, a Delta of 91° 51' 26" and is subtended by a Chord bearing North 43° 34' 06" West a distance of 21.55 feet; THENCE North 01° 00' 22" East, continuing along said north right-of-way line of Le Fever Drive, a distance of 9.28 feet; THENCE North 88° 59' 38" West, continuing along said north right-of-way line of Le Fever Drive, a distance of 50.99 feet; THENCE South 01° 00' 22" West, continuing along said north right-of-way line of Le Fever Drive, a distance of 10.00 feet; THENCE along the arc of a curve concave to the northwest, continuing along said north right-of-way line of Le Fever Drive, a distance of 24.36 feet, said curve has a Radius of 15.21 feet, a Delta of 91° 45' 44" and is subtended by a Chord bearing South 45° 54' 36" West a distance of 21.84 feet, to the POINT OF BEGINNING. Said parcel containing 18.82 acres (819,796 square feet), more or less, and maybe subject to easements and rights-of-way now on record or existing. For themselves and their successors in interest (collectively "owner") have caused the above described land to be surveyed and subdivided into lots, tracts and streets as shown on this plat to be known as TOUCHMARK FORT COLLINS (the "development"), subject to all easements and rights-of-way now of record or existing or indicated on this plat. the rights and obligations of this plat shall run with the land. CERTIFICATE OF DEDICATION: The Owner does hereby dedicate and convey to the City of Fort Collins, Colorado (hereafter "City"), for public use, forever, a permanent right-of-way for street purposes and the "Easements" as laid out and designated on this Plat; provided, however, that (1) acceptance by the City of this dedication of Easements does not impose upon the City a duty to maintain the Easements so dedicated, and (2) acceptance by the City of this dedication of streets does not impose upon the City a duty to maintain streets so dedicated until such time as the provisions of the Maintenance Guarantee have been fully satisfied. The streets dedicated on this Plat are the fee property of the City as provided in Section 31-23-107 C.R.S. The City's rights under the Easements include the right to install, operate, access, maintain, repair, reconstruct, remove and replace within the Easements public improvements consistent with the intended purpose of the Easements; the right to install, maintain and use gates in any fences that cross the Easements; the right to mark the location of the Easements with suitable markers; and the right to permit other public utilities to exercise these same rights. Owner reserves the right to use the Easements for purposes that do not interfere with the full enjoyment of the rights hereby granted. The City is responsible for maintenance of its own improvements and for repairing any damage caused by its activities in the Easements, but by acceptance of this dedication, the City does not accept the duty of maintenance of the Easements, or of improvements in the Easements that are not owned by the City. Owner will maintain the surface of the Easements in a sanitary condition in compliance with any applicable weed, nuisance or other legal requirements. Except as expressly permitted in an approved plan of development or other written agreement with the City, Owner will not install on the Easements, or permit the installation on the Easements, of any building, structure, improvement, fence, retaining wall, sidewalk, tree or other landscaping (other than usual and customary grasses and other ground cover). In the event such obstacles are installed in the Easements, the City has the right to require the Owner to remove such obstacles from the Easements. If Owner does not remove such obstacles, the City may remove such obstacles without any liability or obligation for repair and replacement thereof, and charge the Owner the City's costs for such removal. If the City chooses not to remove the obstacles, the City will not be liable for any damage to the obstacles or any other property to which they are attached. The rights granted to the City by this Plat inure to the benefit of the City's agents, licensees, permittees and assigns. MAINTENANCE GUARANTEE: The Owner hereby warrants and guarantees to the City, for a period of two (2) years from the date of completion and first acceptance by the City of the improvements warranted hereunder, the full and complete maintenance and repair of the improvements to be constructed in connection with the Development which is the subject of this Plat. This warranty and guarantee is made in accordance with the City Land Use Code and/or the Transitional Land Use Regulations, as applicable. This guarantee applies to the streets and all other appurtenant structures and amenities lying within the rights-of-way, Easements and other public properties, including, without limitation, all curbing, sidewalks, bike paths, drainage pipes, culverts, catch basins, drainage ditches and landscaping. Any maintenance and/or repair required on utilities shall be coordinated with the owning utility company or department. The Owner shall maintain said improvements in a manner that will assure compliance on a consistent basis with all construction standards, safety requirements and environmental protection requirements of the City. The Owner shall also correct and repair, or cause to be corrected and repaired, all damages to said improvements resulting from development-related or building-related activities. In the event the Owner fails to correct any damages within thirty (30) days after written notice thereof, then said damages may be corrected by the City and all costs and charges billed to and paid by the Owner. The City shall also have any other remedies available to it as authorized by law. Any damages which occurred prior to the end of said two (2) year period and which are unrepaired at the termination of said period shall remain the responsibility of the Owner. REPAIR GUARANTEE: In consideration of the approval of this final Plat and other valuable consideration, the Owner does hereby agree to hold the City harmless for a five (5) year period, commencing upon the date of completion and first acceptance by the City of the improvements to be constructed in connection with the development which is the subject of this Plat, from any and all claims, damages, or demands arising on account of the design and construction of public improvements of the property shown herein; and the Owner furthermore commits to make necessary repairs to said public improvements, to include, without limitation, the roads, streets, fills, embankments, ditches, cross pans, sub-drains, culverts, walls and bridges within the right-of-way, Easements and other public properties, resulting from failures caused by design and/or construction defects. This agreement to hold the City harmless includes defects in materials and workmanship, as well as defects caused by or consisting of settling trenches, fills or excavations. Further, the Owner warrants that he/she owns fee simple title to the property shown hereon and agrees that the City shall not be liable to the Owner or his/her successors in interest during the warranty period, for any claim of damages resulting from negligence in exercising engineering techniques and due caution in the construction of cross drains, drives, structures or buildings, the changing of courses of streams and rivers, flooding from natural creeks and rivers, and any other matter whatsoever on private property. Any and all monetary liability occurring under this paragraph shall be the liability of the Owner. I further warrant that I have the right to convey said land according to this Plat. NOTICE OF OTHER DOCUMENTS: All persons take notice that the Owner has executed certain documents pertaining to this Development which create certain rights and obligations of the Development, the Owner and/or subsequent Owners of all or portions of the Development site, many of which obligations constitute promises and covenants that, along with the obligations under this Plat, run with the land. The said documents may also be amended from time to time and may include, without limitation, the Development Agreement, Site And Landscape Covenants, Final Site Plan, Final Landscape Plan, and Architectural Elevations, which documents are on file in the office of the clerk of the City and should be closely examined by all persons interested in purchasing any portion of the Development site. SITE ENGINEER Kimley Horn & Associates, Inc. Mary Carlson, PE 3325 South Timberline Road Suite 130 Fort Collins, Colorado 80525 Phone: (970) 462-9320 OWNER / APPLICANT Touchmark LLC 5150 SW Griffith Drive Portland, OR 97005 SITE SURVEYOR EPS Group Inc. Tharen Helgerson, PLS 301 North Howes Stree Suite 100 Fort Collins, Colorado 80521 Phone: (970) 221-4158 APPROVED AS TO FORM, CITY ENGINEER By the City Engineer of the City of Fort Collins, Colorado on this day, _______________________. ____________________________________________________ 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 on this day, _______________________. ____________________________________________________ Director of Community Development and Neighborhood Services PLANNER / LANDSCAPE ARCHITECT Ripley Design, Inc. Tenae Beane Project Manager Fort Collins, Colorado 80521 Phone: (970) 224-5828 VICINITY MAP SCALE: 1" = 1000' NORTH SITE I- 2 5 HARMONY ROAD ZI E G L E R R O A D KECHTER ROAD ST R A U S S C A B I N R D . ROCK CREEK DRIVE CI N Q U E F O I L L N LIENHOLDER: BY: ______________________________________________ Name STATE OF COLORADO ) ) ss COUNTY OF LARIMER ) The foregoing instrument was acknowledged before me this ______ day of ___________________, 2025, by ______________________________________ as_____________________________________ of _________________________. Witness my hand and official seal My commission expires: ________________ __________________________________________________________ Notary Public ATTORNEY'S CERTIFICATION I hereby certify that this Subdivision Plat has been duly executed as required pursuant to Section 6.3.3(C)(3)(a) through (h) inclusive of the Land Use Code of the City of Fort Collins and that all persons signing this Subdivision Plat on behalf of a corporation or other entity are duly authorized signatories under the laws of the State of Colorado. This Certification is based upon the records of the Clerk and Recorder of Larimer County, Colorado as of the date of execution of the Plat and other information discovered by me through reasonable inquiry and is limited as authorized by Section 6.3.3(C)(3)(f) of the Land Use Code. Attorney: ______________________________________________ Address: ______________________________________________ Registration No.: ________________________________________ DRAINAGE EASEMENT (RECEPTION NO. 20230047494) EAST 590.11' (R) N89°29'07"W 590.11' 38 7 . 2 2 ' TO T H E S O U T H R. O . W . L I N E O F HA R M O N Y RO A D 12 8 4 . 3 2 ' N1 ° 2 3 ' 2 7 " E 51 . 0 0 ' N0 ° 0 5 ' 5 8 " E TRACT A BROOKFIELD SECOND REPLAT BR O O K F I E L D DR I V E LE FEVER DRIVE EXISTING 57' PUBLIC R.O.W. CI N Q U E F O I L L A N E 20' DRAINAGE EASEMENT (RECEPTION NO. 20130070591 DR A I N A G E E A S E M E N T (R E C E P T I O N N O . 2 0 1 3 0 0 7 0 5 9 1 DRAINAG E E A S E M E N T (RECEPT I O N N O . 2 0 1 3 0 0 7 0 5 9 1 C1C2N89°29'07"W 143.88' C3 L1L2L3 C4 N89°29'02"W 624.59' L4 C5 N0 1 ° 3 2 ' 3 7 " W 8 3 8 . 9 0 ' S89°29'07"E 544.08' 119 . 0 8 ' S40 ° 0 0 ' 5 4 " E S60° 5 3 ' 5 7 " E 2 6 7 . 5 5 ' S3 4 ° 5 0 ' 0 8 " E 2 7 8 . 3 5 ' S2 8 ° 1 8 ' 5 9 " E 3 1 4 . 4 4 ' S1 5 ° 3 9 ' 3 9 " E 1 7 4 . 7 3 ' EXISTING 82' PUBLIC R.O.W. PU B L I C R . O . W . D E D I C A T E D B Y (B O O K 1 6 2 3 P A G E 1 0 2 RE C E P T I O N N O . 2 0 1 3 0 0 7 2 1 2 4 RE C E P T I O N N O . 2 0 1 3 0 0 7 0 5 9 2 ) PUBLIC R.O.W. DEDICATED BY (RECEPTION NO. 20060078300 RECEPTION NO. 20020020065 RECEPTION NO. 20240005414) TRACT B BROOKFIELD SECOND REPLATNO R T H E R N LI G H T S DR I V E 20' N89°29'07"W 172.76' ACC E S SEAS E M E N T (RE C E P T I O N N O . 2016 0 0 4 7 5 7 4 ) QUIT CLAIM DEED TO THE NORTH POUDRE IRRIGATION COMPANY (RECEPTION NO. 99040544) FO S S I L C R E E K R E S E R V O I R I N L E T D I T C H LO T 1 BA N N E R H E A L T H M E D I C A L C A M P U S EXISTING 82' PUBLIC R.O.W. UNPLATTED PART OF THE NE 1/4 OF SECTION 04 - T6N - R68W (RECEPTION NO. 20240014424) LOT 1 HARMONY 23 32.02' 14.01' FOUND #5 REBAR ORANGE PLASTIC CAP LS 33272 FOUND #4 REBAR (BENT) FOUND #4 REBAR FOUND #4 REBAR WITH YELLOW PLASTIC CAP, ILLEGIBLE FOUND #4 REBAR UTILITY EASEMENT (RECEPTION NO. 20170062764) UTILITY EASEMENT (RECEPTION NO. 20020020073) VACATED WITH THIS PLAT 9' UTILITY EASEMENT (RECEPTION NO. 20020020074) VACATED WITH THIS PLAT 9' C7 1 C72 NORTH POUDRE IRRIGATION DITCH ROAD AND MAINTAINENCE EASEMENT (RECEPTION NO. 20160047574) 27' N1 ° 3 2 ' 3 7 " W FORMER R.O.W. LINE SHOWN FOR CONTROLLING MONUMENTATION 51 ' 51 ' S89°29'02"E 630.45' LOT 1 BLOCK 1 THE SAVOY POINT OF BEGINNING 9' U E 9' U E 9' UE 20 ' P U B L I C A C C E S S & TR A I L E A S E M E N T PU B L I C A C C E S S & T R A I L E A S E M E N T 20' PUBLIC ACCESS & TRAIL EASEMENT 9' UE QUIT CLAIM DEED TO THE NORTH POUDRE IRRIGATION COMPANY (RECEPTION NO. 99040544) QUIT CLAIM DEED TO THE NORTH POUDRE IRRIGATION COMPANY (RECEPTION NO. 99040544) 8' 8' PUBLIC ACCESS & TRAIL EASEMENT DR A I N A G E E A S E M E N T (R E C E P T I O N N O . 2 0 1 3 0 0 7 0 5 9 1 (B O O K 1 6 6 P A G E 5 5 8 ) NISTLER LOOP NIS T L E R L O O P TOUCHMARK WAY SP E L M A N L A N E EAST QUARTER CORNER SECTION 4 - T6N - R68W FOUND #6 REBAR WITH 2-1/2" ALUMINUM CAP IN MONUMENT BOX, LS 33193 POINT OF COMMENCEMENT CENTER QUARTER CORNER SECTION 4 - T6N - R68W FOUND #6 REBAR WITH 2-1/2" ALUMINUM CAP IN MONUMENT BOX, LS 33193 S88°36'29"E 1558.43' S88°36'29"E 2642.46'1084.03' BASIS OF BEARING SOUTH LINE OF THE NE 1/4 OF SECTION 4 - T6N - R68W FOUND #4 REBAR YELLOW PLASTIC CAP LS 12374 PUBLIC RIGHT-OF-WAY TO BE DEDICATED BY THIS PLAT 0.01 Acres PUBLIC RIGHT-OF-WAY TO BE DEDICATED BY THIS PLAT 0.09 Acres PUBLIC RIGHT-OF-WAY TO BE DEDICATED BY THIS PLAT 0.04 Acres TRACT E 62,883 Sq. Ft.± 1.44 Acres AE, UE, DE & EAE TRACT A 250,172 Sq. Ft.± 5.74 Acres FUTURE DEVELOPMENT TRACT C 379,288 Sq. Ft.± 8.71 Acres FUTURE DEVELOPMENT S63°2 0 ' 4 2 " E 5 2 . 2 3 ' N63°2 0 ' 4 2 " W 5 2 . 2 3 ' TRAC T D 59,42 3 S q . F t . ± 1.36 A c r e s AE, U E , D E & E A E LAND USE TABLE PARCEL AREA PERCENT USE OWNED & MAINTAINED BY TRACT A 250,172 S.F.5.74 A.C.30.52%Future Development Property Owner TRACT B 61,686 S.F.1.42 A.C.7.52%Future Development Property Owner TRACT C 379,288 S.F.8.71 A.C.46.27%Future Development Property Owner TRACT D 59,423 S.F.1.36 A.C.7.25%Public Access, Drainage, Utility & Emergency Access Easement Property Owner TRACT E 62,883 S.F.1.44 A.C.7.67%Public Access, Drainage, Utility & Emergency Access Easement Property Owner R.O.W.6,344 S.F.0.15 A.C.0.77%Public Right of Way to be Dedicated by this Plat City of Fort Collins TOTAL 819,796 S.F.18.82 A.C.100.00% TRACT B 61,686 Sq. Ft.± 1.42 Acres FUTURE DEVELOPMENT AR I Z O N A | C O L O R A D O ep s g r o u p i n c . c o m 97 0 . 2 2 1 . 4 1 5 8 RE V I E W E D B Y : CL I E N T : DR A W N B Y : SC A L E : DA T E : PR O J E C T : RA N G E : TO W N S H I P : SE C T I O N : Sheet Of Sheets LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO NO T I C E : Ac c o r d i n g t o C o l o r a d o l a w y o u m u s t c o m m e n c e a n y l e g a l ac t i o n b a s e d u p o n a n y d e f e c t i n t h i s s u r v e y w i t h i n t h r e e y e a r s af t e r y o u d i s c o v e r s u c h d e f e c t . I n n o e v e n t m a y a n y a c t i o n ba s e d u p o n a n y d e f e c t i n t h i s s u r v e y b e c o m m e n c e d m o r e th a n t e n y e a r s a f t e r t h e d a t e o f t h e c e r t i f i c a t e s h o w n h e r e o n . TOUCHMARK FORT COLLINS FINAL PLAT OF 68 W E S T O F 6 T H P M 6 N O R T H 4 2 11 / 1 7 / 2 5 1" = 6 0 ' T. H E L G E R S O N J. B U N N E R IM A G O 47 1 0 C I N Q U E F O I L L A N E F O R T C O L L I N S , L A R I M E R C O U N T Y , C O L O R A D O TO U C H M A R K F O R T C O L L I N S FI N A L P L A T O F 24 - 0 4 1 1 S: \ S u r v e y J o b s \ 2 4 - 0 4 1 1 \ D w g \ P l a t \ 2 4 - 0 4 1 1 P L A T . d w g 7 0.75' 6'6' Tharen J. Helgerson Colorado Professional Land Surveyor No. 38882 For and on behalf of EPS Group, Inc. PRELIM I N A R Y 11/17/25 FOR RE V I E W O N L Y NORTH LE FEVER DRIVE NOT TO SCALEKEYMAP SHEET 4SHEET 3 SHEET 6SHEET 5 CI N Q U E F O I L L A N E NORTH ( IN U.S. SURVEY FEET ) 1 inch = feet Feet06060 60 120 180 RIGHT-OF-WAYR.O.W. EXISTING RIGHT OF WAY LINE EXISTING EASEMENT LINE LEGEND EXISTING LOT LINE PLAT BOUNDARY LINE PROPOSED LOT LINE SECTION LINE FOUND PROPERTY CORNER MONUMENT AS DESCRIBED SET #4 REBAR WITH ORANGE PLASTIC CAP, PLS 38882 UNLESS OTHERWISE NOTED FOUND SECTION CORNER MONUMENT AS DESCRIBED SURVEY TIE LINE PUBLIC ACCESS EASEMENTAE EMERGENCY ACCESS EASEMENTEAE UTILITY EASEMENTUE PROPOSED EASEMENT LINE NATURAL HABITAT BUFFER ZONE DRAINAGE EASEMENTDE CENTER LINE SEE SHEET 7 FOR CURVE AND LINE TABLES TRACT A 250,172 Sq. Ft.± 5.74 Acres FUTURE DEVELOPMENT EAST 590.11' (R) N89°29'07"W 590.11' PUBLIC RIGHT-OF-WAY TO BE DEDICATED BY THIS PLAT 0.01 Acres (TI E ) S51 ° 4 2 ' 2 9 " E 2 7 4 . 0 7 ' CI N Q U E F O I L L A N E N0 1 ° 3 2 ' 3 7 " W 8 3 8 . 9 0 ' S89°29'07"E 544.08' 119 . 0 8 ' S40 ° 0 0 ' 5 4 " E EXISTING 82' PUBLIC R.O.W. PU B L I C R . O . W . D E D I C A T E D B Y (B O O K 1 6 2 3 P A G E 1 0 2 RE C E P T I O N N O . 2 0 1 3 0 0 7 2 1 2 4 RE C E P T I O N N O . 2 0 1 3 0 0 7 0 5 9 2 ) LO T 1 BA N N E R H E A L T H M E D I C A L C A M P U S UNPLATTED PART OF THE NE 1/4 OF SECTION 04 - T6N - R68W (RECEPTION NO. 20240014424)32.02'14.01' FOUND #5 REBAR ORANGE PLASTIC CAP LS 33272 FOUND #4 REBAR (BENT) C64 10 7 . 7 9 ' 0.75' 78.7 2 ' S53° 1 7 ' 1 1 " W C48 30 . 2 6 ' N1 1 ° 5 1 ' 3 1 " E N1 ° 2 9 ' 4 9 " W 2 8 . 9 8 ' C49 S26 ° 3 9 ' 1 8 " W 3 0 . 0 0 ' C5 3 20.8 6 ' S63° 2 0 ' 4 2 " E C52 N26 ° 3 9 ' 1 8 " E 3 0 . 0 0 ' C5 1 20.8 6 ' N63° 2 0 ' 4 2 " W C50 9' U E 0.75' 9' U E DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT 20 ' P U B L I C A C C E S S & T R A I L E A S E M E N T 28.19' 79 . 5 8 ' S41 ° 4 1 ' 5 6 " W 9 0 . 0 9 ' 14.1 1 ' N54 ° 4 6 ' 1 8 " W C5 4 N29 ° 0 2 ' 3 5 " E 6 1 . 5 3 ' 56.0 7 ' (T I E ) S2 8 ° 4 1 ' 5 3 " E 4 4 . 9 0 ' 51 . 0 0 ' N88°27'23"E 231.45' C21 S36 ° 4 2 ' 4 9 " E 1 6 9 . 4 2 ' C22 S63°2 0 ' 4 2 " E 5 2 . 2 3 ' 48 4 . 3 0 ' 26' A E & UE & E A E 13' 13' R25 ' N46 ° 3 2 ' 4 3 " W 4 9 . 2 4 ' C67 23.86' S88°27'08"W 23 . 1 9 ' 20 . 0 0 ' N36 ° 4 2 ' 4 9 " W 1 6 6 . 3 1 ' C23 N63°2 0 ' 4 2 " W 5 2 . 2 3 ' C24 C2 5 13. 5 4 ' N42 ° 5 0 ' 1 0 " W C2 8 9' U E NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE S3 6 ° 1 6 ' 2 8 " E 2 6 0 . 9 3 ' S60° 5 7 ' 2 5 " E 2 8 8 . 1 1 ' 328.09' 26.31'543.33' 148.72' S0 1 ° 3 2 ' 3 8 " E 1 0 0 . 0 0 ' 67.50' N88°27'23"E 228.34' 18.81' S88°27'22"W 27. 4 3 ' S43 ° 2 7 ' 2 2 " W 33. 5 2 ' S46 ° 3 2 ' 3 8 " E S0 1 ° 3 2 ' 3 8 " E 2 6 9 . 1 8 ' C17 C18 24 . 1 4 ' S0 1 ° 3 2 ' 3 8 " E C19 12.12'C20 QU I T C L A I M D E E D T O T H E N O R T H PO U D R E I R R I G A T I O N C O M P A N Y (R E C E P T I O N N O . 9 9 0 4 0 5 4 4 ) 20' UE 8.71' 7.59' S88°27'08"W 37.04' N0 1 ° 3 2 ' 3 8 " W 5 9 . 4 9 ' TRAC T D 59,42 3 S q . F t . ± 1.36 A c r e s AE, U E , D E & E A E TRACT B 61,686 Sq. Ft.± 1.42 Acres FUTURE DEVELOPMENT S88°27'22"W 92.58' C38 L17 L1 6 L15 C37 N88°27'22"E 92.58' S0 1 ° 3 2 ' 3 8 " E 1 0 0 . 0 0 ' S88°27'22"W 92.58' C3 6 N88°27'22"E 92.58' S0 1 ° 3 2 ' 3 8 " E 1 0 0 . 0 0 ' S88°27'22"W 92.52' C35L14 L1 3 L12 C34 N88°27'22"E 96.52' 4' A E L2 1 4' A E 172. 1 8 ' 18 1 . 3 5 ' S4 0 ° 0 0 ' 5 4 " E 1 2 9 . 1 8 ' 20 . 0 1 ' 11 7 . 4 8 ' L23 C4 1 C4 2 C43 C44 L24 C45 L25 C46 S81°07'00"E 7 2 . 7 2 ' C47 L2 6 8' 8' P U B L I C A C C E S S & T R A I L E A S E M E N T 8' 8' PUBLIC ACCESS & TRAIL EASEMENT C40 L22 L20 C39 L18 L1 9 4' A E 20' DRAINAGE EASEMENT (RECEPTION NO. 20130070591 10' x 10' UE 10' 10 ' UE 10' 10 ' NISTLER LOOP NIS T L E R L O O P SP E L M A N L A N E TRACT E 62,883 Sq. Ft.± 1.44 Acres AE, UE, DE & EAE TRACT C 379,288 Sq. Ft.± 8.71 Acres FUTURE DEVELOPMENT TRACT C 379,288 Sq. Ft.± 8.71 Acres FUTURE DEVELOPMENT TRACT A 250,172 Sq. Ft.± 5.74 Acres FUTURE DEVELOPMENT S60° 5 3 ' 5 7 " E 2 6 7 . 5 5 ' N60° 5 3 ' 5 7 " W 2 4 6 . 2 0 ' FO S S I L C R E E K R E S E R V O I R I N L E T D I T C H (B O O K 1 6 6 P A G E 5 5 8 ) AR I Z O N A | C O L O R A D O ep s g r o u p i n c . c o m 97 0 . 2 2 1 . 4 1 5 8 RE V I E W E D B Y : CL I E N T : DR A W N B Y : SC A L E : DA T E : PR O J E C T : RA N G E : TO W N S H I P : SE C T I O N : Sheet Of Sheets LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO NO T I C E : Ac c o r d i n g t o C o l o r a d o l a w y o u m u s t c o m m e n c e a n y l e g a l ac t i o n b a s e d u p o n a n y d e f e c t i n t h i s s u r v e y w i t h i n t h r e e y e a r s af t e r y o u d i s c o v e r s u c h d e f e c t . I n n o e v e n t m a y a n y a c t i o n ba s e d u p o n a n y d e f e c t i n t h i s s u r v e y b e c o m m e n c e d m o r e th a n t e n y e a r s a f t e r t h e d a t e o f t h e c e r t i f i c a t e s h o w n h e r e o n . TOUCHMARK FORT COLLINS FINAL PLAT OF 68 W E S T O F 6 T H P M 6 N O R T H 4 3 11 / 1 7 / 2 5 1" = 3 0 ' T. H E L G E R S O N J. B U N N E R IM A G O 47 1 0 C I N Q U E F O I L L A N E F O R T C O L L I N S , L A R I M E R C O U N T Y , C O L O R A D O TO U C H M A R K F O R T C O L L I N S FI N A L P L A T O F 24 - 0 4 1 1 S: \ S u r v e y J o b s \ 2 4 - 0 4 1 1 \ D w g \ P l a t \ 2 4 - 0 4 1 1 P L A T . d w g 7 Tharen J. Helgerson Colorado Professional Land Surveyor No. 38882 For and on behalf of EPS Group, Inc. PRELIMI N A R Y 11/17/25 FOR RE V I E W O N L Y SE E S H E E T 4 SEE SHEET 5 NORTH LE FEVER DRIVE NOT TO SCALEKEYMAP SHEET 4SHEET 3 SHEET 6SHEET 5 CI N Q U E F O I L L A N E NORTH ( IN U.S. SURVEY FEET ) 1 inch = feet Feet03030 30 60 90 RIGHT-OF-WAYR.O.W. EXISTING RIGHT OF WAY LINE EXISTING EASEMENT LINE LEGEND EXISTING LOT LINE PLAT BOUNDARY LINE PROPOSED LOT LINE SECTION LINE FOUND PROPERTY CORNER MONUMENT AS DESCRIBED SET #4 REBAR WITH ORANGE PLASTIC CAP, PLS 38882 UNLESS OTHERWISE NOTED FOUND SECTION CORNER MONUMENT AS DESCRIBED SURVEY TIE LINE PUBLIC ACCESS EASEMENTAE EMERGENCY ACCESS EASEMENTEAE UTILITY EASEMENTUE PROPOSED EASEMENT LINE NATURAL HABITAT BUFFER ZONE DRAINAGE EASEMENTDE CENTER LINE SEE SHEET 7 FOR CURVE AND LINE TABLES C2 7 C2 8 C26 TRACT A 250,172 Sq. Ft.± 5.74 Acres FUTURE DEVELOPMENT (TI E ) S51 ° 4 2 ' 2 9 " E 2 7 4 . 0 7 ' 119 . 0 8 ' S40 ° 0 0 ' 5 4 " E S60° 5 3 ' 5 7 " E 2 6 7 . 5 5 ' S3 4 ° 5 0 ' 0 8 " E 2 7 8 . 3 5 ' S2 8 ° 1 8 ' 5 9 " E 3 1 4 . 4 4 ' QUIT CLAIM DEED TO THE NORTH POUDRE IRRIGATION COMPANY (RECEPTION NO. 99040544) FO S S I L C R E E K R E S E R V O I R I N L E T D I T C H LOT 1 HARMONY 23 32.02' FOUND #4 REBAR (BENT) C6 2 N3 4 ° 5 0 ' 0 8 " W 2 6 5 . 0 3 ' C63 N60° 5 3 ' 5 7 " W 2 4 6 . 2 0 ' C64 10 7 . 7 9 ' 78.7 2 ' S53° 1 7 ' 1 1 " W S26 ° 3 9 ' 1 8 " W 3 0 . 0 0 ' C5 3 20.8 6 ' S63° 2 0 ' 4 2 " E C52 N26 ° 3 9 ' 1 8 " E 3 0 . 0 0 ' C5 1 20.8 6 ' N63° 2 0 ' 4 2 " W C50 DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT 20 ' P U B L I C A C C E S S & TR A I L E A S E M E N T 20 ' P U B L I C A C C E S S & T R A I L E A S E M E N T 28.19' 79 . 5 8 ' S41 ° 4 1 ' 5 6 " W 9 0 . 0 9 ' 14.1 1 ' N54 ° 4 6 ' 1 8 " W C5 4 N29 ° 0 2 ' 3 5 " E 6 1 . 5 3 ' 56.0 7 ' (T I E ) S2 8 ° 4 1 ' 5 3 " E 4 4 . 9 0 ' (TIE ) N54° 1 0 ' 4 7 " E 1 8 3 . 5 5 ' S36 ° 4 2 ' 4 9 " E 1 6 9 . 4 2 ' C22 S63°2 0 ' 4 2 " E 5 2 . 2 3 ' C2 6 N36 ° 4 2 ' 4 9 " W 1 6 6 . 3 1 ' C23 N63°2 0 ' 4 2 " W 5 2 . 2 3 ' C24 C2 5 13. 5 4 ' N42 ° 5 0 ' 1 0 " W C2 8 NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE S3 6 ° 1 6 ' 2 8 " E 2 6 0 . 9 3 ' S60° 5 7 ' 2 5 " E 2 8 8 . 1 1 ' C5 5 26.31' QU I T C L A I M D E E D T O T H E N O R T H PO U D R E I R R I G A T I O N C O M P A N Y (R E C E P T I O N N O . 9 9 0 4 0 5 4 4 ) TRAC T D 59,42 3 S q . F t . ± 1.36 A c r e s AE, U E , D E & E A E 59.8 5 ' 172. 1 8 ' 18 1 . 3 5 ' S4 0 ° 0 0 ' 5 4 " E 1 2 9 . 1 8 ' C44 L24 C45 L25 C46 S81°07'00"E 7 2 . 7 2 ' C47 L2 6 8' 8' P U B L I C A C C E S S & T R A I L E A S E M E N T 8' 8' PUBLIC ACCESS & TRAIL EASEMENT (B O O K 1 6 6 P A G E 5 5 8 ) NIS T L E R L O O P TRACT C 379,288 Sq. Ft.± 8.71 Acres FUTURE DEVELOPMENT TRACT C 379,288 Sq. Ft.± 8.71 Acres FUTURE DEVELOPMENT EAST 590.11' (R) N89°29'07"W 590.11' S89°29'07"E 544.08' 543.33' 20' DRAINAGE EASEMENT AR I Z O N A | C O L O R A D O ep s g r o u p i n c . c o m 97 0 . 2 2 1 . 4 1 5 8 RE V I E W E D B Y : CL I E N T : DR A W N B Y : SC A L E : DA T E : PR O J E C T : RA N G E : TO W N S H I P : SE C T I O N : Sheet Of Sheets LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO NO T I C E : Ac c o r d i n g t o C o l o r a d o l a w y o u m u s t c o m m e n c e a n y l e g a l ac t i o n b a s e d u p o n a n y d e f e c t i n t h i s s u r v e y w i t h i n t h r e e y e a r s af t e r y o u d i s c o v e r s u c h d e f e c t . I n n o e v e n t m a y a n y a c t i o n ba s e d u p o n a n y d e f e c t i n t h i s s u r v e y b e c o m m e n c e d m o r e th a n t e n y e a r s a f t e r t h e d a t e o f t h e c e r t i f i c a t e s h o w n h e r e o n . TOUCHMARK FORT COLLINS FINAL PLAT OF 68 W E S T O F 6 T H P M 6 N O R T H 4 4 11 / 1 7 / 2 5 1" = 3 0 ' T. H E L G E R S O N J. B U N N E R IM A G O 47 1 0 C I N Q U E F O I L L A N E F O R T C O L L I N S , L A R I M E R C O U N T Y , C O L O R A D O TO U C H M A R K F O R T C O L L I N S FI N A L P L A T O F 24 - 0 4 1 1 S: \ S u r v e y J o b s \ 2 4 - 0 4 1 1 \ D w g \ P l a t \ 2 4 - 0 4 1 1 P L A T . d w g 7 Tharen J. Helgerson Colorado Professional Land Surveyor No. 38882 For and on behalf of EPS Group, Inc. PRELIMI N A R Y 11/17/25 FOR RE V I E W O N L Y SE E S H E E T 3 SEE SHEET 6 NORTH ( IN U.S. SURVEY FEET ) 1 inch = feet Feet03030 30 60 90 RIGHT-OF-WAYR.O.W. EXISTING RIGHT OF WAY LINE EXISTING EASEMENT LINE LEGEND EXISTING LOT LINE PLAT BOUNDARY LINE PROPOSED LOT LINE SECTION LINE FOUND PROPERTY CORNER MONUMENT AS DESCRIBED SET #4 REBAR WITH ORANGE PLASTIC CAP, PLS 38882 UNLESS OTHERWISE NOTED FOUND SECTION CORNER MONUMENT AS DESCRIBED SURVEY TIE LINE PUBLIC ACCESS EASEMENTAE EMERGENCY ACCESS EASEMENTEAE UTILITY EASEMENTUE PROPOSED EASEMENT LINE NATURAL HABITAT BUFFER ZONE DRAINAGE EASEMENTDE CENTER LINE SEE SHEET 7 FOR CURVE AND LINE TABLES C2 9 C3 0 TRACT A 250,172 Sq. Ft.± 5.74 Acres FUTURE DEVELOPMENT PUBLIC RIGHT-OF-WAY TO BE DEDICATED BY THIS PLAT 0.01 Acres PUBLIC RIGHT-OF-WAY TO BE DEDICATED BY THIS PLAT 0.09 Acres LE FEVER DRIVE EX I S T I N G 57 ' P U B L I C R . O . W . CI N Q U E F O I L L A N E N89°29'02"W 624.59' L4 C5 N0 1 ° 3 2 ' 3 7 " W 8 3 8 . 9 0 ' PU B L I C R . O . W . D E D I C A T E D B Y (B O O K 1 6 2 3 P A G E 1 0 2 RE C E P T I O N N O . 2 0 1 3 0 0 7 2 1 2 4 RE C E P T I O N N O . 2 0 1 3 0 0 7 0 5 9 2 ) PUBLIC R.O.W. DEDICATED BY (RECEPTION NO. 20060078300 RECEPTION NO. 20020020065 RECEPTION NO. 20240005414) LO T 1 BA N N E R H E A L T H M E D I C A L C A M P U S EXISTING 82' PUBLIC R.O.W. FOUND #4 REBAR 637.04' 6.00' C13 6' 0.75' 9' UE 9' U E C12 14.1 1 ' N54 ° 4 6 ' 1 8 " W C5 4 FORMER R.O.W. LINE SHOWN FOR CONTROLLING MONUMENTATION S88°27'22"W 61.30' 73 . 0 0 ' 11 7 . 7 8 ' 48 4 . 3 0 ' 25 . 5 0 ' 15 . 0 0 ' 26 ' A E & UE & E A E 13 ' 13 ' 26' A E & UE & E A E 13' 13' 26' A E & UE & E A E 13' 13' R25 ' S68°5 6 ' 2 4 " E 9 1 . 4 8 ' C70 N46 ° 3 2 ' 1 0 " W 7 3 . 1 2 ' C69 25.42'N73°12 ' 0 2 " W C68 N46 ° 3 2 ' 4 3 " W 4 9 . 2 4 ' C67 23.86' S88°27'08"W 23 . 1 9 ' 20 . 0 0 ' 4.62' N63°2 0 ' 4 2 " W 5 2 . 2 3 ' C24 C2 5 S88°27'22"W 134.59' 9' U E 9' UE 30 . 5 9 ' A E & UE & E A E 15 . 2 9 ' 15 . 3 0 ' 51 ' S89°29'02"E 630.45' LOT 1 BLOCK 1 THE SAVOY TRACT E 62,883 Sq. Ft.± 1.44 Acres AE, UE, DE & EAE S0 1 ° 3 3 ' 1 9 " E 8 3 . 3 0 ' S88°27'22"W 147.72' 18.81' S88°27'22"W 27. 4 3 ' S43 ° 2 7 ' 2 2 " W 33. 5 2 ' S46 ° 3 2 ' 3 8 " E 20' UE 8.71' 7.59' S88°27'08"W 37.04' C14 12.88' N68°5 6 ' 2 4 " W C15 8.22'S68°5 6 ' 2 4 " E N2 1 ° 0 3 ' 3 6 " E 4 0 . 5 0 ' C16 N0 1 ° 3 2 ' 3 8 " W 5 9 . 4 9 ' TRAC T D 59,42 3 S q . F t . ± 1.36 A c r e s AE, U E , D E & E A E S88°27'22"W 92.58' C3 6 N88°27'22"E 92.58' S0 1 ° 3 2 ' 3 8 " E 1 0 0 . 0 0 ' S88°27'22"W 92.52' C35L14 L1 3 L12 C34 N88°27'22"E 96.52' S0 1 ° 3 2 ' 3 8 " E 8 0 . 8 1 ' C30 L6 L7 L8 C3 1 N0 1 ° 3 2 ' 3 8 " W 8 0 . 8 1 ' N88°27'22"E 104.00' S0 1 ° 3 2 ' 3 8 " E 8 0 . 8 1 ' C3 2 L9 L10 L1 1 C3 3 N0 1 ° 3 2 ' 3 8 " W 8 0 . 8 1 ' N88°27'22"E 19.22' 4' A E L20 C39 L18 L1 9 4' A E 4' AE L28 L30 L2 7 L2 9 4' AE 9' UTILITY EASEMENT (RECEPTION NO. 20020020074) VACATED WITH THIS PLAT UE 10' 10 ' 10' x 10' UE 10' 10 ' 28 . 0 0 ' N88°27'23"E TOUCHMARK WAY SP E L M A N L A N E TRACT B 61,686 Sq. Ft.± 1.42 Acres FUTURE DEVELOPMENT TRACT A 250,172 Sq. Ft.± 5.74 Acres FUTURE DEVELOPMENT S0 1 ° 3 2 ' 3 8 " E 2 6 9 . 1 8 ' S0 1 ° 3 2 ' 3 8 " E 1 0 0 . 0 0 ' TRACT A 250,172 Sq. Ft.± 5.74 Acres FUTURE DEVELOPMENT AR I Z O N A | C O L O R A D O ep s g r o u p i n c . c o m 97 0 . 2 2 1 . 4 1 5 8 RE V I E W E D B Y : CL I E N T : DR A W N B Y : SC A L E : DA T E : PR O J E C T : RA N G E : TO W N S H I P : SE C T I O N : Sheet Of Sheets LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO NO T I C E : Ac c o r d i n g t o C o l o r a d o l a w y o u m u s t c o m m e n c e a n y l e g a l ac t i o n b a s e d u p o n a n y d e f e c t i n t h i s s u r v e y w i t h i n t h r e e y e a r s af t e r y o u d i s c o v e r s u c h d e f e c t . I n n o e v e n t m a y a n y a c t i o n ba s e d u p o n a n y d e f e c t i n t h i s s u r v e y b e c o m m e n c e d m o r e th a n t e n y e a r s a f t e r t h e d a t e o f t h e c e r t i f i c a t e s h o w n h e r e o n . TOUCHMARK FORT COLLINS FINAL PLAT OF 68 W E S T O F 6 T H P M 6 N O R T H 4 5 11 / 1 7 / 2 5 1" = 3 0 ' T. H E L G E R S O N J. B U N N E R IM A G O 47 1 0 C I N Q U E F O I L L A N E F O R T C O L L I N S , L A R I M E R C O U N T Y , C O L O R A D O TO U C H M A R K F O R T C O L L I N S FI N A L P L A T O F 24 - 0 4 1 1 S: \ S u r v e y J o b s \ 2 4 - 0 4 1 1 \ D w g \ P l a t \ 2 4 - 0 4 1 1 P L A T . d w g 7 Tharen J. Helgerson Colorado Professional Land Surveyor No. 38882 For and on behalf of EPS Group, Inc. PRELIMI N A R Y 11/17/25 FOR RE V I E W O N L Y SE E S H E E T 6 SEE SHEET 3 NORTH ( IN U.S. SURVEY FEET ) 1 inch = feet Feet03030 30 60 90 RIGHT-OF-WAYR.O.W. EXISTING RIGHT OF WAY LINE EXISTING EASEMENT LINE LEGEND EXISTING LOT LINE PLAT BOUNDARY LINE PROPOSED LOT LINE SECTION LINE FOUND PROPERTY CORNER MONUMENT AS DESCRIBED SET #4 REBAR WITH ORANGE PLASTIC CAP, PLS 38882 UNLESS OTHERWISE NOTED FOUND SECTION CORNER MONUMENT AS DESCRIBED SURVEY TIE LINE PUBLIC ACCESS EASEMENTAE EMERGENCY ACCESS EASEMENTEAE UTILITY EASEMENTUE PROPOSED EASEMENT LINE NATURAL HABITAT BUFFER ZONE DRAINAGE EASEMENTDE CENTER LINE SEE SHEET 7 FOR CURVE AND LINE TABLES SEE DETAIL "A" DETAIL "A" C5 C1 2 C1 3 N0 1 ° 3 2 ' 3 7 " W 83 8 . 9 0 ' 10 7 . 9 7 ' 0. 7 5 ' P U B L I C R . O . W . T O B E DE D I C A T E D B Y T H I S P L A T CI N Q U E F O I L L A N E TRACT A NOT TO SCALE L5 C1 0 S1 0 ° 2 6 ' 0 1 " W 7 6 . 9 9 ' 23.63' TRACT A 250,172 Sq. Ft.± 5.74 Acres FUTURE DEVELOPMENT 12 8 4 . 3 2 ' N1 ° 2 3 ' 2 7 " E 51 . 0 0 ' N0 ° 0 5 ' 5 8 " E PUBLIC RIGHT-OF-WAY TO BE DEDICATED BY THIS PLAT 0.04 Acres PUBLIC RIGHT-OF-WAY TO BE DEDICATED BY THIS PLAT 0.09 Acres 118.52'20.00'17.36' TRACT A BROOKFIELD SECOND REPLAT BR O O K F I E L D DR I V E C1C2N89°29'07"W 143.88' C3 L1 L2 L3 C4 S2 8 ° 1 8 ' 5 9 " E 3 1 4 . 4 4 ' S1 5 ° 3 9 ' 3 9 " E 1 7 4 . 7 3 ' TRACT B BROOKFIELD SECOND REPLAT NO R T H E R N LI G H T S DR I V E N89°29'07"W 172.76' QUIT CLAIM DEED TO THE NORTH POUDRE IRRIGATION COMPANY (RECEPTION NO. 99040544) FOUND #4 REBAR FOUND #4 REBAR WITH YELLOW PLASTIC CAP, ILLEGIBLE 6' C6 0 N2 2 ° 2 6 ' 1 1 " W 8 2 . 5 4 ' C6 1 N2 6 ° 4 8 ' 4 5 " W 2 3 9 . 4 0 ' C6 2 C11 C6 7.20' C8 C7 6' PU B L I C A C C E S S & T R A I L E A S E M E N T 9' UEC9 18.88'41.31' 143.54' S41 ° 4 1 ' 5 6 " W 9 0 . 0 9 ' 14.1 1 ' N54 ° 4 6 ' 1 8 " W C5 4 12 9 . 6 5 ' 45 . 0 8 ' FORMER R.O.W. LINE SHOWN FOR CONTROLLING MONUMENTATION TRACT C 379,288 Sq. Ft.± 8.71 Acres FUTURE DEVELOPMENT S63°2 0 ' 4 2 " E 5 2 . 2 3 ' C2 6 N1 0 ° 2 6 ' 0 1 " E 7 8 . 9 6 ' 5.32' N63°2 0 ' 4 2 " W 5 2 . 2 3 ' C24 C2 5 13. 5 4 ' N42 ° 5 0 ' 1 0 " W C2 7 C2 9 C2 8 R2 5 ' R2 5 ' S88°27'22"W 134.59' 9' U E 20' PUBLIC ACCESS & TRAIL EASEMENT 20' PUBLIC A C C E S S & TRAIL EAS E M E N T 18 . 5 2 ' N0 ° 2 5 ' 1 7 " W C56 N89°16'30"E 88.60' C57 C58 37.3 3 ' S57 ° 1 2 ' 2 3 " E 43.36' S81°48'13"E C59 N33 ° 2 0 ' 3 1 " E 5 1 . 5 2 ' 9' UE 30 . 5 9 ' A E & UE & E A E 15 . 2 9 ' 15 . 3 0 ' NATURAL HABITAT BUFFER ZONE 51 ' POINT OF BEGINNING NATURAL HABITAT BUFFER ZONE C5 5 S1 1 ° 0 0 ' 2 3 " E 2 8 9 . 2 8 ' C66 165.56'10 ' N1°00'22"E 35.72' S89°29'07"E 132.19' N82°22'13"E 8 4 . 4 8 ' 34.67'N76°34'3 0 " E S46 ° 5 7 ' 3 6 " E 5 0 . 3 9 ' S76°34'3 0 " W 1 1 3 . 2 1 ' QUIT CLAIM DEED TO THE NORTH POUDRE IRRIGATION COMPANY (RECEPTION NO. 99040544) 9' UTILITY EASEMENT (RECEPTION NO. 20020020073) VACATED WITH THIS PLAT C65 TRAC T D 59,42 3 S q . F t . ± 1.36 A c r e s AE, U E , D E & E A E DRAINAGE EASEMENT (RECEPTION NO. 20230047494) DRAINAG E E A S E M E N T (RECEPT I O N N O . 2 0 1 3 0 0 7 0 5 9 1 20' ACCESS EASEMENT (RECEPTION NO. 20160047574) UTILITY EASEMENT (RECEPTION NO. 20170062764) NO R T H P O U D R E I R R I G A T I O N D I T C H RO A D A N D M A I N T A I N E N C E E A S E M E N T (R E C E P T I O N N O . 2 0 1 6 0 0 4 7 5 7 4 ) UTILITY EASEMENT (RECEPTION NO. 20020020073) VACATED WITH THIS PLAT 9' TEMPORARY CONSTRUCTION EASEMENT (BY SEPARATE DOCUMENT) PUBLIC R.O.W. DEDICATED BY (RECEPTION NO. 20060078300 RECEPTION NO. 20020020065 RECEPTION NO. 20240005414) NO R T H L I N E O F U T I L I T Y E A S E M E N T (R E C E P T I O N N O . 2 0 0 2 0 0 2 0 0 7 3 ) VA C A T E D W I T H T H I S P L A T 21.60' 18 . 7 5 ' S2 0 ° 4 7 ' 0 6 " E S13°41'29"E 2.79' S3°58'18"E 6.47' 20 . 1 3 ' S0 ° 4 3 ' 4 6 " E 19 . 5 4 ' S5 ° 4 7 ' 2 6 " E 13 . 4 3 ' S6 ° 4 4 ' 4 8 " E 22.0 0 ' S41 ° 4 0 ' 1 0 " W C73 22.37 'N69°5 5 ' 0 5 " W C74 N89°29'07"W 50.00' N0 ° 3 0 ' 5 3 " E 6 8 . 6 1 ' 60.13' UE C7 5 C7 6 S88°27'23"W 44.48' 28 . 0 0 ' S1 ° 3 2 ' 3 7 " E 25.00' N88°27'23"E 16 . 0 0 ' N1 ° 3 2 ' 3 7 " W 23.18' N88°27'23"E NI S T L E R L O O P LOT 1 HARMONY 23 FO S S I L C R E E K R E S E R V O I R I N L E T D I T C H (B O O K 1 6 6 P A G E 5 5 8 ) S89°29'02"E 630.45' LOT 1 BLOCK 1 THE SAVOY S3 4 ° 5 0 ' 0 8 " E 2 7 8 . 3 5 ' N3 4 ° 5 0 ' 0 8 " W 2 6 5 . 0 3 ' N89°29'02"W 624.59' 637.04' TRACT D 59,423 Sq. Ft.± 1.36 Acres AE, UE, DE & EAE AR I Z O N A | C O L O R A D O ep s g r o u p i n c . c o m 97 0 . 2 2 1 . 4 1 5 8 RE V I E W E D B Y : CL I E N T : DR A W N B Y : SC A L E : DA T E : PR O J E C T : RA N G E : TO W N S H I P : SE C T I O N : Sheet Of Sheets LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO NO T I C E : Ac c o r d i n g t o C o l o r a d o l a w y o u m u s t c o m m e n c e a n y l e g a l ac t i o n b a s e d u p o n a n y d e f e c t i n t h i s s u r v e y w i t h i n t h r e e y e a r s af t e r y o u d i s c o v e r s u c h d e f e c t . I n n o e v e n t m a y a n y a c t i o n ba s e d u p o n a n y d e f e c t i n t h i s s u r v e y b e c o m m e n c e d m o r e th a n t e n y e a r s a f t e r t h e d a t e o f t h e c e r t i f i c a t e s h o w n h e r e o n . TOUCHMARK FORT COLLINS FINAL PLAT OF 68 W E S T O F 6 T H P M 6 N O R T H 4 6 11 / 1 7 / 2 5 1" = 3 0 ' T. H E L G E R S O N J. B U N N E R IM A G O 47 1 0 C I N Q U E F O I L L A N E F O R T C O L L I N S , L A R I M E R C O U N T Y , C O L O R A D O TO U C H M A R K F O R T C O L L I N S FI N A L P L A T O F 24 - 0 4 1 1 S: \ S u r v e y J o b s \ 2 4 - 0 4 1 1 \ D w g \ P l a t \ 2 4 - 0 4 1 1 P L A T . d w g 7 NORTH ( IN U.S. SURVEY FEET ) 1 inch = feet Feet03030 30 60 90 Tharen J. Helgerson Colorado Professional Land Surveyor No. 38882 For and on behalf of EPS Group, Inc. PRELIMI N A R Y 11/17/25 FOR RE V I E W O N L Y RIGHT-OF-WAYR.O.W. EXISTING RIGHT OF WAY LINE EXISTING EASEMENT LINE LEGEND EXISTING LOT LINE PLAT BOUNDARY LINE PROPOSED LOT LINE SECTION LINE FOUND PROPERTY CORNER MONUMENT AS DESCRIBED SET #4 REBAR WITH ORANGE PLASTIC CAP, PLS 38882 UNLESS OTHERWISE NOTED FOUND SECTION CORNER MONUMENT AS DESCRIBED SURVEY TIE LINE PUBLIC ACCESS EASEMENTAE EMERGENCY ACCESS EASEMENTEAE UTILITY EASEMENTUE PROPOSED EASEMENT LINE NATURAL HABITAT BUFFER ZONE DRAINAGE EASEMENTDE CENTER LINE SEE SHEET 7 FOR CURVE AND LINE TABLES SE E S H E E T 5 SEE SHEET 4 DRAINAGE EASEMENT 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 LENGTH 90.08' 71.35' 24.05' 24.36' 23.02' 101.09' 70.23' 13.91' 10.14' 10.02' 14.34' 18.26' 4.76' 7.87' 1.18' 129.39' 3.49' 3.49' 19.64' 47.37' 90.43' 120.62' 144.32' 118.16' 35.16' 468.07' RADIUS 78.50' 382.00' 15.00' 15.21' 15.00' 84.50' 376.00' 15.00' 15.00' 15.21' 15.21' 15.00' 15.00' 5.00' 3.00' 110.00' 5.00' 5.00' 12.50' 49.50' 94.50' 259.50' 310.50' 312.50' 301.38' 363.50' DELTA 65°45'02" 10°42'07" 91°51'26" 91°45'44" 87°56'30" 68°32'51" 10°42'07" 53°08'30" 38°42'56" 37°44'23" 54°01'20" 69°44'48" 18°11'42" 90°12'59" 22°36'14" 67°23'46" 40°00'00" 40°00'00" 90°00'02" 54°49'46" 54°49'48" 26°37'53" 26°37'53" 21°39'52" 6°41'02" 73°46'43" BEARING N67°18'42"W S85°09'50"W N43°34'06"W S45°54'36"W N45°30'52"W S65°54'48"E N85°09'50"E N62°55'34"W S16°59'51"E N18°53'56"E S64°46'48"W S54°36'43"E N10°38'28"W N43°32'13"E N80°14'31"W S35°14'31"E S21°32'38"E S21°32'38"E S43°27'22"W N64°07'44"W S64°07'43"E S50°01'46"E N50°01'46"W N52°30'46"W N35°03'39"W S26°27'21"E CHORD 85.22' 71.25' 21.55' 21.84' 20.83' 95.17' 70.13' 13.42' 9.94' 9.84' 13.82' 17.15' 4.74' 7.08' 1.18' 122.06' 3.42' 3.42' 17.68' 45.58' 87.02' 119.53' 143.03' 117.46' 35.14' 436.40' CURVE TABLE CURVE 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 LENGTH 235.60' 70.46' 51.83' 18.73' 8.56' 8.09' 18.98' 19.02' 8.09' 50.26' 8.09' 18.98' 23.12' 26.22' 28.22' 17.27' 45.38' 40.36' 29.15' 46.22' 32.34' 51.29' 40.15' 31.42' 31.42' 31.42' RADIUS 312.50' 312.50' 312.50' 16.00' 16.00' 16.00' 16.00' 16.00' 15.75' 16.00' 16.00' 16.00' 16.00' 94.50' 69.00' 54.00' 56.00' 41.00' 56.00' 64.00' 38.00' 104.00' 25.00' 20.00' 20.00' 20.00' DELTA 43°11'46" 12°55'08" 9°30'08" 67°03'51" 30°39'00" 28°57'18" 67°58'32" 68°05'45" 29°26'02" 179°58'33" 28°57'19" 67°58'34" 82°48'25" 15°53'52" 23°26'07" 18°19'34" 46°25'30" 56°23'48" 29°49'32" 41°22'29" 48°45'15" 28°15'15" 92°00'42" 90°00'00" 90°00'00" 90°00'00" BEARING N11°09'53"W S26°18'12"E S05°40'56"W S35°04'34"E N13°46'51"E S16°01'18"E N32°26'38"E S57°36'59"E S73°58'43"W S01°32'38"E S77°04'00"E S54°28'06"W S50°07'42"E N83°35'41"W N12°43'01"E N15°16'17"E N29°19'15"E N80°37'27"E S56°15'53"E N73°33'23"E N74°30'22"E N57°33'31"W N44°30'32"E S71°39'18"W N18°20'42"W N71°39'18"E CHORD 230.06' 70.31' 51.77' 17.68' 8.46' 8.00' 17.89' 17.92' 8.00' 32.00' 8.00' 17.89' 21.16' 26.14' 28.03' 17.20' 44.14' 38.75' 28.82' 45.22' 31.37' 50.77' 35.97' 28.28' 28.28' 28.28' CURVE TABLE CURVE C53 C54 C55 C56 C57 C58 C59 C60 C61 C62 C63 C64 C65 C66 C67 C68 C69 C70 C71 C72 C73 C74 C75 C76 LENGTH 31.42' 36.57' 261.54' 40.70' 84.83' 27.90' 11.15' 90.88' 14.66' 26.89' 19.11' 21.14' 18.31' 17.79' 29.02' 23.26' 23.27' 104.52' 23.78' 24.40' 18.09' 20.00' 12.56' 100.75' RADIUS 20.00' 25.00' 300.00' 26.00' 145.00' 65.00' 35.00' 111.00' 192.00' 192.00' 42.00' 58.00' 10.50' 376.00' 38.00' 50.00' 50.00' 38.00' 15.00' 15.00' 48.00' 42.00' 312.50' 312.50' DELTA 90°00'00" 83°48'53" 49°57'03" 89°41'48" 33°31'06" 24°35'50" 18°15'09" 46°54'35" 4°22'33" 8°01'23" 26°03'49" 20°53'03" 99°55'08" 2°42'38" 43°45'09" 26°39'19" 26°39'53" 157°35'45" 90°51'01" 93°12'56" 21°35'15" 27°17'01" 2°18'10" 18°28'20" BEARING S18°20'42"E N12°51'52"W S35°58'54"E N44°25'37"E S73°57'56"E S69°30'18"E S72°40'38"E N01°01'06"E N24°37'28"W N30°49'26"W N47°52'02"W N50°27'25"W S39°31'33"E N81°10'06"E N68°24'58"W N59°52'23"W N59°52'06"W N32°15'43"E S44°02'48"E N43°53'10"E N59°07'27"W N56°16'34"W S18°41'33"E S08°18'18"E CHORD 28.28' 33.40' 253.34' 36.67' 83.62' 27.69' 11.10' 88.36' 14.66' 26.86' 18.94' 21.02' 16.08' 17.79' 28.32' 23.05' 23.06' 74.55' 21.37' 21.80' 17.98' 19.81' 12.56' 100.31' 90°51'00" LINE TABLE Line # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 Direction N1°00'22"E N88°59'38"W S1°00'22"W N0°30'53"E S89°29'07"E S1°32'38"E N88°27'22"E N1°32'38"W S1°32'38"E N88°27'22"E N1°32'38"W N88°27'22"E S1°32'38"E S88°27'22"W N88°27'22"E Length 9.28' 50.99' 10.00' 10.62' 155.88' 13.38' 20.00' 19.96' 20.32' 20.00' 13.23' 14.25' 20.00' 21.37' 21.34' LINE TABLE Line # L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 Direction S1°32'38"E S88°27'22"W N88°27'23"E N1°32'38"W S88°27'22"W S1°32'38"E S88°27'23"W N0°59'57"E S71°10'39"E N52°52'09"E N40°00'54"W S0°30'58"W N88°27'22"E N0°31'00"E S88°27'22"W Length 20.00' 14.25' 27.08' 12.00' 40.27' 12.07' 27.05' 6.35' 8.43' 21.39' 13.39' 25.94' 12.78' 30.89' 10.99' AR I Z O N A | C O L O R A D O ep s g r o u p i n c . c o m 97 0 . 2 2 1 . 4 1 5 8 RE V I E W E D B Y : CL I E N T : DR A W N B Y : SC A L E : DA T E : PR O J E C T : RA N G E : TO W N S H I P : SE C T I O N : Sheet Of Sheets LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO NO T I C E : Ac c o r d i n g t o C o l o r a d o l a w y o u m u s t c o m m e n c e a n y l e g a l ac t i o n b a s e d u p o n a n y d e f e c t i n t h i s s u r v e y w i t h i n t h r e e y e a r s af t e r y o u d i s c o v e r s u c h d e f e c t . I n n o e v e n t m a y a n y a c t i o n ba s e d u p o n a n y d e f e c t i n t h i s s u r v e y b e c o m m e n c e d m o r e th a n t e n y e a r s a f t e r t h e d a t e o f t h e c e r t i f i c a t e s h o w n h e r e o n . TOUCHMARK FORT COLLINS FINAL PLAT OF 68 W E S T O F 6 T H P M 6 N O R T H 4 7 11 / 1 7 / 2 5 AS S H O W N T. H E L G E R S O N J. B U N N E R IM A G O 47 1 0 C I N Q U E F O I L L A N E F O R T C O L L I N S , L A R I M E R C O U N T Y , C O L O R A D O TO U C H M A R K F O R T C O L L I N S FI N A L P L A T O F 24 - 0 4 1 1 S: \ S u r v e y J o b s \ 2 4 - 0 4 1 1 \ D w g \ P l a t \ 2 4 - 0 4 1 1 P L A T . d w g 7 Tharen J. Helgerson Colorado Professional Land Surveyor No. 38882 For and on behalf of EPS Group, Inc. PRELIMI N A R Y 11/17/25 FOR RE V I E W O N L Y