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Home My WebLink AboutTAPESTRY - FDP240016 - SUBMITTAL DOCUMENTS - ROUND 2 - Subdivision PlatNOTICE: 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 north line of the South Half of the Northeast Quarter of said Section 12, as bearing South 89°26'13” East, with the Center North Sixteenth corner of said Section 12, monumented as a 2-1/2” aluminum cap, stamped 31169 and the North Sixteenth corner of said Section 12 and Section 7, being a 2-1/2” aluminum cap stamped "LS 32825", contained and with all bearings herein relative thereto. 3.For all information regarding easements, right-of-way or title of record, EPS Group, Inc. relied upon Commitment No. FCC25200688.1-2, dated February 9, 2024, prepared by Land Title Guarantee Company. 4.Neither EPS Group, Inc. nor the Professional Land Surveyor listed hereon has the expertise to address mineral rights, and recommends the owner retain an expert to address these matters. EPS Group, Inc. and the Professional Land Surveyor listed hereon assumes no responsibility for the mineral rights upon the subject property. 5.A copy of the title commitment and the documents contained therein were provided to the owner, client and attorney listed hereon for their use and review. 6.Not all documents listed in the title commitment are plottable or definable by their terms. All easements that are definable by their descriptions are shown hereon with sufficient data to establish their position. Owner, Client and others should refer to the title commitment and those documents listed therein for a true understanding of all rights of way, easements, encumbrances, interests and title of record concerning the subject property. 7.For easements created by separate document and shown hereon refer to record document for specific terms. 8.Easements and other record documents shown or noted hereon were examined as to location and purpose and were not examined as to restrictions, exclusions, conditions, obligations, terms, or as to the right to grant the same. 9.Adjacent property owner information per the Larimer County Land Information Locator. 10.Per C.R.S. 38-51-105 (3)(a), (3)(b), (4)(b), (4)(c), & 5, the Developer/Owner of the subdivision plat has the requirement of providing monumentation of the interior corners created by this platting procedure within one year of the effective date of a sales contract. The Surveyor of record of said subdivision plat has only the required responsibility of providing for the on the ground monumentation of the external boundary of the subdivision plat. 11.The Professional opinion of the Surveyor is not a determination of law, nor a matter of fact. 12.The adjoining rights of way are depicted hereon for reference only and as requested by the City of Fort Collins. NOTES AT THE REQUEST OF THE CITY OF FORT COLLINS: 1.Notes as requested by the City of Fort Collins and listed hereon are being required as a condition of approval by the City of Fort Collins. 2.There shall be no private conditions, covenants or restrictions that prohibit or limit the installation of resource conserving equipment or landscaping that are allowed by Sections 12-120 - 12-122 of the City code. 3.FLOOD ZONE DESIGNATION: Said described property is located within an area having a Zone Designation "X", area of 0.2% Annual Chance Flood Hazard, by the Federal Emergency Management Agency (FEMA), on Flood Insurance Rate Map No. 08069C0979H, with an effective date of May 2, 2012, for Community No. 080102 and LOMR 20-08-064P, with an effective date June 25, 2021, in the City of Fort Collins, Larimer County, State of Colorado, which is the current Flood Insurance Rate Map for the community in which said premises is situated. SURVEYOR'S STATEMENT I, Robert C. Tessely, a Colorado Registered 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: FORT COLLINS HABITAT FOR HUMANITY BY: ______________________________________________ Kristin Candella, ED and CEO 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 OWNER: ODELL INVESTMENTS, LLC BY: ______________________________________________ STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) The foregoing instrument was acknowledged before me this ______ day of ___________________, 20____, by ____________________________ as______________________________ of __________________________________________. Witness my hand and official seal My commission expires: ________________ __________________________________________________________ Notary Public STATEMENT OF OWNERSHIP AND SUBDIVISION: Know all persons by these presents, that the undersigned owner(s) of the following described land: A part of Lot 23, Replat of North Lemay Subdivision Second Filing, recorded with Larimer County Clerk and Recorder at Book 2137, Page 212; AND A parcel of land located in the South Half of the Northeast Quarter of Section 12, Township 7 North, Range 69 West of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado, being more particularly described as follows: Considering the north line of said South Half of the Northeast Quarter of Section 12, as bearing South 89° 26' 13” East, with the Center North Sixteenth corner of said Section 12 being monumented by a 2-1/2” aluminum cap, stamped 31169 and the North Sixteenth corner of said Section 12 and Section 7, being monumented by a 2-1/2” aluminum cap stamped "LS 32825", and with all bearings contained herein relative thereto: COMMENCING at the North Sixteenth corner of said Section 12 and Section 7; THENCE North 89° 26' 13" West along said north line, a distance of 1342.72 feet; THENCE South 00° 34' 13" West, departing said north line, a distance of 26.85 feet, to the south right-of-way of Buckingham Street, said point being the POINT OF BEGINNING; THENCE South 00° 34' 13" West, a distance of 764.67 feet, to the northeast corner of Lot 1, Odell Brewing Company Filing Two; THENCE South 89° 13' 01" West, along the north line of said Lot 1, a distance of 517.85 feet, to the northwest corner of said Lot 1; THENCE South 00° 30' 10" West, along the west line of said Lot 1, a distance of 120.15 feet; THENCE South 89° 12' 13" West, departing said west line, a distance of 98.78 feet, to the east right-of-way line of 3rd/ Street; THENCE North 00° 47' 31" East, along said east line, a distance of 896.24 feet, to the south right-of-way line of Buckingham Street; THENCE along said south right-of-way line the following 3 courses and distances: South 89° 26' 46" East, a distance of 407.09 feet; THENCE North 46° 29' 15" West, a distance of 4.40 feet; THENCE South 89° 26' 37" East, a distance of 208.98 feet to the POINT OF BEGINNING. Said parcel containing 11.13 acres (484,794 square feet), more or less, and maybe subject to easements and right-of-ways now on record or existing. Said parcel containing 11.13 acres (484,794 square feet), more or less, and maybe subject to easements and right-of-ways 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 TAPESTRY (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: _____________________________________________ Bob Choate Coan, Payton & Payne, LLC Address: 103 West Mountain, Suite 200 Fort Collins, CO 80524 Registration No.: 40588 SITE ENGINEER EPS Group Inc. Cody Pape, PE 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 Phone: (970) 568-5412 OWNER/APPLICANT Fort Collins Habitat for Humanity Kristin Candella, ED and CEO 4001 S. Taft Hill Road Fort Collins, Colorado 80526 Phone: (970) 286-5889 SITE SURVEYOR EPS Group Inc. Robert Tessely, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 Phone: (970) 221-4158 APPROVED AS TO FORM, CITY ENGINEER By the City Engineer of the City of Fort Collins, Colorado 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 Russell + Mills Studios Shelley La Mastra, RLA 506 S College Ave. Unit A Fort Collins, Colorado 80524 Phone: (970) 412-3474 ________________________________________________ Robert C. Tessely Colorado Professional Land Surveyor No. 38470 For and on Behalf of EPS Group, Inc. PRELIM I N A R Y FOR REV I E W O N L Y 01/22/2 5 N VICINITY MAP 1" = 1000' SITE S L E M A Y A V E N U E E LINCOLN AVENUE RIV E R S I D E A V E N U E BUCKINGHAM STREET E VINE DRIVE LIN D E N S T R E E T WOODWARD WAY E OLIVE STREET E OAK STREET WILL O W S T R E E T 1S T S T R E E T 2N D S T R E E T 3R D S T R E E T LIENHOLDER: FNBO BY: ______________________________________________ Terry Sanders, Vice President, Commercial Banking STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) The foregoing instrument was acknowledged before me this ______ day of ___________________, 20____, by Terry Sanders as Vice President of Commercial Banking of FNBO. Witness my hand and official seal My commission expires: ________________ __________________________________________________________ Notary Public EASEMENT VACATION ACCEPTANCE: (Temporary Construction & Slope Easement) 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 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 BEING A REPLAT OF A PART OF LOT 23, REPLAT OF NORTH LEMAY SUBDIVISION SECOND FILING AND A PARCEL OF LAND LOCATED IN THE SOUTH HALF OF THE NORTHEAST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 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 . 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 TAPESTRY FINAL PLAT OF 69 W E S T O F 6 T H P M 7 N O R T H 12 1 01 / 2 2 / 2 5 AS S H O W N R. T E S S E L Y L. S M I T H HA B I T A T FO 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 TA P E S T R Y FI N A L P L A T O F 47 3 - 0 1 0 S: \ S u r v e y J o b s \ 4 7 3 - 0 1 0 \ D w g \ P l a t \ 4 7 3 - 0 1 0 F I N A L P L A T . d w g 3 N89°29'32"W 60.00' SURVEY TIE LOT 1 245,123 Sq. Ft. 5.63 Acres TRACT A 49,797 Sq. Ft. 1.14 Acres FUTURE DEVELOPMENT FOUND 1/2" SMOOTH IRON BAR FOUND #4 REBAR WITH BLUE PLASTIC CAP ILLEGIBLE FOUND #4 REBAR WITH YELLOW PLASTIC CAP ILLEGIBLE BUCKINGHAM STREET FO U N D # 4 R E B A R W I T H YE L L O W P L A S T I C C A P LS 1 4 8 2 3 10' 38 ' T E M P O R A R Y C O N S T R U C T I O N & S L O P E E A S E M E N T (R E C E P T I O N N O . 2 0 1 2 0 0 5 8 1 8 9 ) TO B E V A C A T E D B Y T H I S P L A T FOUND #4 REBAR IN CONCRETE 8' FOUND 1" NAIL & BRASS TAG, PLS 38470 56 1 . 8 5 ' 236.97'C2 60.02' N88°00'18"W C3 C4 56 0 . 2 3 ' S89°04'03"E 143.44' 32 9 . 4 5 ' C6 C5 34 9 . 5 1 ' S89°26'37"E 208.98' L1 13 . 5 8 ' S0 0 ° 3 4 ' 1 3 " W 7 6 4 . 6 7 ' S89°26'46"E 407.09' N0 0 ° 4 7 ' 3 1 " E 8 9 6 . 2 4 ' 26' U.E. & D.E.& E.A.E. 24 ' U . E . & D. E . & E . A . E . 26 ' U . E . & D. E . & E . A . E . 6' U.E. 9' U . E . 6' U . E . 10' U.E. 12' U.E. 10 ' U . E . 3R D S T R E E T 31.5' 63' PUBLIC R.O.W. 31.5' 26 ' U . E . & D.E . & E . A . E . 24 ' U . E . & D. E . & E . A . E . 9' U . E . 26' U.E. & D.E.& E.A.E. 34.94'174.04' 68 ' P U B L I C R . O . W . (R E C E P T I O N NO . 7 7 2 3 7 & NO . 2 0 0 6 0 0 4 5 4 6 3 ) LOT 2 NEW BELGIUM BREWERY FOURTH FILING (RECEPTION NO. 20060045463) LO T 1 CO L O R A D O I R O N A N D M E T A L SE C O N D F I L I N G ( R E C E P T I O N N O . 2 0 1 3 0 0 5 9 9 3 0 ) 19 . 9 2 ' 19.91' C1 60' PUBLIC R.O.W. (RECEPTION NO. 77237) 150.21' 60' PUBLIC R.O.W. (RECEPTION NO. 77237) FOUND #4 REBAR WITH CAP LS #5028 S89°26'13"E 2646.27' BASIS OF BEARING NORTH LINE OF THE SOUTH HALF OF THE NORTHEAST 1/4 OF SECTION 12 - T7N - R69W LOT 4 BLOCK 7 BUCKINGHAM PLACE SOUTH 33-1/3 FEET OF LOT 5 BLOCK 7 BUCKINGHAM PLACE LOT 7 BLOCK 7 BUCKINGHAM PLACE LOT 8 BLOCK 7 BUCKINGHAM PLACE LOT 6 & NORTH 1/3 OF LOT 5 BLOCK 7 BUCKINGHAM PLACE SOUTH 1/2 OF LOTS 9 & 10 BLOCK 7 BUCKINGHAM PLACE SOUTH 1/2 OF LOT 9 BLOCK 7 BUCKINGHAM PLACE 8' U.E. (RECEPTION NO. 432424) 26 . 8 5 ' N0 ° 3 4 ' 1 3 " E SU R V E Y T I E 1303.56' 1342.72' 4T H S T R E E T 9' U.E. 9' U . E . 9' U . E . 10 ' U . E . 20 ' D . E . 20 ' D R A I N A G E E A S E M E N T S0 ° 4 7 ' 3 1 " W 2 0 0 . 2 9 ' 50 . 0 1 ' S0 ° 4 7 ' 3 1 " W 11 6 . 7 0 ' S0 ° 4 7 ' 3 1 " W 10 ' U . E A.E. FEMA 500-YR FLOODPLAIN LOMR 06-08-B33P N0 ° 4 7 ' 3 1 " E 6 3 5 . 5 9 ' AD D I T I O N A L R I G H T - O F - W A Y A R E A # 2 T O B E DE D I C A T E D T O T H E C I T Y O F F O R T C O L L I N S 70 , 4 6 2 S q . F t . 1. 6 2 A c r e s ADDITIONAL RIGHT-OF-WAY AREA #1 TO BE DEDICATED TO THE CITY OF FORT COLLINS 85 Sq. Ft. 0.002 Acres N0 ° 4 7 ' 3 1 " E 3 2 9 . 8 5 ' C2 2 N89°12'29"W 66.77' N0 ° 4 7 ' 3 1 " E 3 1 4 . 8 5 ' C21 C20 C1 7 17 . 8 8 ' S0 ° 4 7 ' 3 1 " W C1 6 28 . 7 3 ' S9 ° 1 2 ' 0 0 " W C1 5 S0 ° 4 7 ' 3 1 " W 2 1 0 . 0 6 ' N0 ° 4 7 ' 3 1 " E 2 1 0 . 0 6 ' C1 4 28 . 7 3 ' N9 ° 1 2 ' 0 0 " E C1 2 17 . 8 8 ' N0 ° 4 7 ' 3 1 " E C10 S89°12'29"E 93.93'S88°00'18"E 100.62' 38' 28 4 . 4 4 ' 16 . 0 4 ' 19 5 . 6 9 ' 10' U.E. (RECEPTION NO. 432424) TO BE VACATED BY THIS PLAT N0 ° 5 9 ' 3 1 " E 2 1 7 . 5 3 ' S89°12'29"E 119.00' 21 8 . 3 4 ' 10 0 . 8 9 ' 26 . 0 1 ' 72 . 6 9 ' S89°12'29"E 307.47' S88°00'18"E 100.34' PART OF LOT 23 REPLAT OF NORTH LEMAY SUBDIVISION SECOND FILING (RECEPTION NO. 432424) SOUTHERLY LINE OF LOT 23 REPLAT OF NORTH LEMAY SUBDIVISION SECOND FILING 175.15' 3. 0 ' N89°12'29"W 85.77' 26 . 0 0 ' 72 . 2 0 ' 19 . 4 1 ' 16 . 0 4 ' C11C18 C1 3 L3 SURVEY TIE L2 SURVEY TIE L12 L1 3 L14 L1 5 86.22'100.74'12 . 0 0 ' D. E . 31 . 0 4 ' C2 8 6' U.E. 65 ' P U B L I C R . O . W . (R E C E P T I O N NO . 7 7 2 3 7 & NO . 2 0 0 6 0 0 4 5 4 6 3 ) POINT OF BEGINNING N89°12'29"W 70.35' L1 7 L16 L6 L4 L5 C19 LEMAY AVENUE BRIDGE PROJECT CENTER NORTH 1/16 CORNER OF SECTION 12 - T7N - R69W FOUND 2-1/2" ALUMINUM CAP IN MONUMENT BOX, LS 31169 OUTLOT Z 44,277 Sq. Ft. 1.02 Acres DRAINAGE EASEMENT 30 7 . 5 8 ' 30 7 . 2 3 ' 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 LENGTH 31.33' 11.35' 59.88' 31.10' 31.57' 121.94' 31.42' 31.42' 31.42' 39.27' 25.60' 31.26' 26.63' 27.44' 31.26' 27.44' 36.35' 22.80' 23.56' 2.34' 36.35' 39.27' 15.71' 28.98' 8.23' 28.98' 39.27' 21.76' RADIUS 20.00' 11964.50' 12035.50' 20.00' 20.00' 11942.36' 20.00' 20.00' 20.00' 25.00' 25.00' 213.00' 213.00' 187.00' 213.00' 187.00' 25.00' 25.00' 15.00' 10.00' 25.00' 25.00' 10.00' 25.00' 10.00' 25.00' 25.00' 14.00' DELTA 89°45'11" 0°03'16" 0°17'06" 89°04'55" 90°25'59" 0°35'06" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 58°40'04" 8°24'28" 7°09'51" 8°24'28" 8°24'28" 8°24'28" 83°18'01" 52°14'33" 90°00'00" 13°23'58" 83°18'01" 90°00'00" 90°00'00" 66°25'19" 47°09'23" 66°25'19" 90°00'00" 89°04'04" BEARING S45°40'07"W N88°01'55"W N88°08'51"W N43°44'56"W S46°00'22"W N89°04'11"W N45°47'31"E S44°12'29"E S45°47'31"W N45°47'31"E S61°27'29"W N04°59'45"E N04°22'27"E N04°59'45"E S04°59'45"W S04°59'45"W S40°51'29"E N56°23'13"W N45°47'31"E S89°12'29"E N42°26'32"E N44°12'29"W N45°47'31"E N32°25'08"W N89°12'29"W S34°00'11"W N44°12'29"W S43°44'31"E CHORD 28.22' 11.35' 59.88' 28.06' 28.39' 121.94' 28.28' 28.28' 28.28' 35.36' 24.49' 31.23' 26.62' 27.42' 31.23' 27.42' 33.23' 22.01' 21.21' 2.33' 33.23' 35.36' 14.14' 27.39' 8.00' 27.39' 35.36' 19.64' LINE TABLE Line # L1 L2 L3 L4 L5 L7 L8 L9 L10 L11 L12 L13 L14 L15 Direction N46°29'15"W S89°12'29"E S89°12'29"E S89°12'29"E N0°47'31"E N0°47'31"E N89°12'29"W N0°47'31"E S89°12'29"E S89°12'29"E S89°12'29"E S0°47'31"W S89°12'29"E N0°47'31"E Length 4.40' 24.00' 26.00' 17.92' 13.94' 9.22' 10.00' 15.72' 26.00' 24.00' 18.94' 9.08' 10.00' 9.08' POINT OF COMMENCEMENT NORTH 1/16 CORNER OF SECTION 12 & 7 - T7N - R69W FOUND 2-1/2" ALUMINUM CAP IN MONUMENT BOX, LS 32825 MONUMENT DESTROYED DURING LEMAY AVENUE BRIDGE PROJECT NORTH ( IN U.S. SURVEY FEET ) 1 inch = feet Feet03030 30 60 90 ________________________________________________ Robert C. Tessely Colorado Professional Land Surveyor No. 38470 For and on Behalf of EPS Group, Inc. PRELIM I N A R Y FOR REV I E W O N L Y 01/22/25 SEE SHEET 3 OF 3 SHEETS LAND USE SUMMARY TABLE / TRACT SUMMARY CHART PARCEL AREA (SQ. FT.) AREA (ACRES)PERCENT LAND USE ENCUMBRANCES INTENDED OWNERSHIP & MAINTAINANCE BY LOT 1 245,124 5.63 50.56%RESIDENTIAL HOME OWNERS ASSOCIATION TRACT A 49,797 1.14 10.27%FUTURE DEVELOPMENT ODELL'S INVESTMENTS, LLC TRACT B 75,047 1.72 15.48%FUTURE DEVELOPMENT ODELL'S INVESTMENTS, LLC OUTLOT Z 44,277 1.02 9.13%REGIONAL DETENTION DRAINAGE EASEMENT HOME OWNERS ASSOCIATION R.O.W.70,548 1.62 14.55%RIGHT-OF-WAY HOME OWNERS ASSOCIATION TOTALS 484,793 11.13 100.00% FOUND #4 REBAR WITH YELLOW PLASTIC CAP, PLS 32444 UNLESS OTHERWISE DESCRIBED RIGHT OF WAY LINE SECTION LINE EXISTING EASEMENT LINE LOT LINE PROPOSED RIGHT-OF-WAY LINE SET #4 REBAR WITH BLUE PLASTIC CAP, LS 38470 UNLESS OTHERWISE DESCRIBED FOUND SECTION CORNER MONUMENT AS DESCRIBED PLAT BOUNDARY LINE RIGHT-OF-WAYR.O.W. SURVEY TIE LINE PROPOSED EASEMENT LINE LEGEND ACCESS EASEMENTA.E. EMERGENCY ACCESS EASEMENTE.A.E. DRAINAGE EASEMENTD.E. UTILITY EASEMENTU.E. 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 BEING A REPLAT OF A PART OF LOT 23, REPLAT OF NORTH LEMAY SUBDIVISION SECOND FILING AND A PARCEL OF LAND LOCATED IN THE SOUTH HALF OF THE NORTHEAST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 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 . 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 TAPESTRY FINAL PLAT OF 69 W E S T O F 6 T H P M 7 N O R T H 12 2 01 / 2 2 / 2 5 AS S H O W N R. T E S S E L Y L. S M I T H HA B I T A T FO 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 TA P E S T R Y FI N A L P L A T O F 47 3 - 0 1 0 S: \ S u r v e y J o b s \ 4 7 3 - 0 1 0 \ D w g \ P l a t \ 4 7 3 - 0 1 0 F I N A L P L A T . d w g 3 N77°18'57 " E 6 1 . 7 0 ' SURVEY T I E OUTLOT Z 44,277 Sq. Ft. 1.02 Acres DRAINAGE EASEMENT TRACT B 75,047 Sq. Ft. 1.72 Acres FUTURE DEVELOPMENT FOUND #3 REBAR 3R D S T R E E T PRIVATE ACCESS & U.E. (RECEPTION NO. 20100026776) 38 ' T E M P O R A R Y C O N S T R U C T I O N & S L O P E E A S E M E N T (R E C E P T I O N N O . 2 0 1 2 0 0 5 8 1 8 9 ) TO B E V A C A T E D B Y T H I S P L A T FOUND #4 REBAR WITH YELLOW PLASTIC CAP PLS 14823 S89°12'29"E 439.29' 49 . 0 0 ' 54 . 0 0 ' C7367.79' C8 S89°04'03"E 143.44' 30 7 . 5 8 ' 30 7 . 2 3 ' 21 1 . 4 8 ' C9 450.79' S0 0 ° 3 0 ' 1 0 " W 1 2 0 . 1 5 ' S89°12'13"W 98.78' S89°13'01"W 517.85' S0 0 ° 3 4 ' 1 3 " W 7 6 4 . 6 7 ' N0 0 ° 4 7 ' 3 1 " E 8 9 6 . 2 4 ' 26' U.E. & D.E.& E.A.E. 24 ' U . E . & D. E . & E . A . E . 26 ' U . E . & D. E . & E . A . E . 6' U.E. 6' U.E. 8' U.E. 31.5' U.E. & D.E. 30' S A N I T A R Y S E W E R & ACC E S S E A S E M E N T 34 . 0 ' 63 ' P U B L I C R . O . W . 29 . 0 ' TE M P O R A R Y C O N S T R U C T I O N E A S E M E N T (R E C E P T I O N N O . 2 0 0 9 0 0 3 1 9 7 0 ) 9' U . E . 26' U.E. & D.E.& E.A.E. 63 ' P U B L I C R . O . W . 34 . 0 ' 29 . 0 ' 63' PUBLIC R.O.W. 31.5'31.5' 60' PUBLIC R.O.W. (RECEPTION NO. 77237) FOUND #4 REBAR WITH CAP LS #5028 FOUND #4 REBAR LOT 1 ODELL BREWING COMPANY FILING TWO (RECEPTION NO. 20130035444) COLORADO IRON AND METAL (RECEPTION NO. 20130059930) PART OF SECTION 12 - T07N - R69W (DEED RECEPTION NO. 18520186) LOT 9 BLOCK 10 BUCKINGHAM PLACE LOT 10 BLOCK 10 BUCKINGHAM PLACE LOT 11 BLOCK 10 BUCKINGHAM PLACE LOT 12 BLOCK 10 BUCKINGHAM PLACE LOT 13 BLOCK 10 BUCKINGHAM PLACE LOT 14 BLOCK 10 BUCKINGHAM PLACE LOT 1 BLOCK 7 BUCKINGHAM PLACE LOT 2 BLOCK 7 BUCKINGHAM PLACE LOT 3 BLOCK 7 BUCKINGHAM PLACE LOT 4 BLOCK 7 BUCKINGHAM PLACE SOUTH 33-1/3 FEET OF LOT 5 BLOCK 7 BUCKINGHAM PLACE LOT 6 & NORTH 1/3 OF LOT 5 BLOCK 7 BUCKINGHAM PLACE 56 0 . 2 3 ' 56 1 . 8 5 ' LOGAN STREET 4T H S T R E E T (6 3 ' P U B L I C R . O . W . ) 8' U . E . 30' SANITARY SEWER EASEMENT BY SEPARATE DOCUMENT (RECEPTION NO. ________) DR A I N A G E E A S E M E N T BY S E P A R A T E D O C U M E N T (R E C E P T I O N N O . _ _ _ _ _ _ _ _ ) 30' 30' SANITARY SEWER EASEMENT BY SEPARATE DOCUMENT (RECEPTION NO. ________) 9' U . E . 9' U.E. 9' U . E . 9' U . E . A.E. & D.E. 10 ' U T I L I T Y EA S E M E N T ACCESS EASEMENT 20 ' D . E . A.E. FEMA 500-YR FLOODPLAIN LOMR 06-08-B33P FEMA 500-YR FLOODPLAIN LOMR 06-08-B33P N89°12'29"W 595.43' 144.63' N0 ° 4 7 ' 3 1 " E 6 3 5 . 5 9 ' FEMA 500-YR FLOODPLAIN LOMR 06-08-B33P FEMA 500-YR FLOODPLAIN LOMR 06-08-B33P 30' A.E. ADDITIONAL RIGHT-OF-WAY AREA #2 TO BE DEDICATED TO THE CITY OF FORT COLLINS 70,462 Sq. Ft. 1.62 Acres TEMPORARY CONSTRUCTION EASEMENT BY SEPARATE DOCUMENT (RECEPTION NO. ______________) 52.82'273.46'105.32'86.25' 16.50'30.00'273.36' N0 ° 4 7 ' 3 1 " E 1 0 7 . 1 4 ' 37 . 8 1 ' S0 ° 4 7 ' 3 1 " W S51 ° 0 9 ' 2 5 " E 9 5 . 6 0 ' N0 ° 4 7 ' 3 1 " E 9 9 . 6 3 ' 160.70'3. 0 ' D.E. 28. 6 1 ' S34 ° 5 2 ' 4 4 " W 391.76' S89°12'29"E 407.79' 26 . 0 0 ' S89°12'29"E 81.77'C23 29 . 3 7 ' C2 4 S0 ° 4 7 ' 3 1 " W 2 1 0 . 0 6 ' C26 C25 N89°12'29"W 203.02' C27 N0 ° 4 7 ' 3 1 " E 2 1 0 . 0 6 ' N89°12'29"W 218.02' L7 L8 23 . 6 9 ' 49 . 1 1 ' 14 . 3 7 ' S89°12'29"E 38.00' 19 5 . 6 9 ' 99.02' N0 ° 5 9 ' 3 1 " E 2 1 7 . 5 3 ' 21 8 . 3 4 ' 31 . 5 0 ' 26 . 0 0 ' 72 . 8 0 ' N89°12'29"W 85.77' 119.00'L9 L11 SURVEY TIE L10 SURVEY TIE D. E . NORTHWEST CORNER LOT 1, ODELL BREWING COMPANY FILING TWO NORTHEAST CORNER LOT 1, ODELL BREWING COMPANY FILING TWO TRACT A 49,797 Sq. Ft. FUTURE DEVELOPMENT LOT 1 245,123 Sq. Ft. 5.63 Acres LO T 1 CO L O R A D O I R O N A N D M E T A L SE C O N D F I L I N G ( R E C E P T I O N N O . 2 0 1 3 0 0 5 9 9 3 0 ) LOT 1 COLORADO IRON AND METAL SECOND FILING (RECEPTION NO. 20130059930) 70' TEMPORARY CONSTRUCTION EASEMENT BY SEPARATE DOCUMENT (RECEPTION NO. ______________) 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 LENGTH 31.33' 11.35' 59.88' 31.10' 31.57' 121.94' 31.42' 31.42' 31.42' 39.27' 25.60' 31.26' 26.63' 27.44' 31.26' 27.44' 36.35' 22.80' 23.56' 2.34' 36.35' 39.27' 15.71' 28.98' 8.23' 28.98' 39.27' 21.76' RADIUS 20.00' 11964.50' 12035.50' 20.00' 20.00' 11942.36' 20.00' 20.00' 20.00' 25.00' 25.00' 213.00' 213.00' 187.00' 213.00' 187.00' 25.00' 25.00' 15.00' 10.00' 25.00' 25.00' 10.00' 25.00' 10.00' 25.00' 25.00' 14.00' DELTA 89°45'11" 0°03'16" 0°17'06" 89°04'55" 90°25'59" 0°35'06" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 58°40'04" 8°24'28" 7°09'51" 8°24'28" 8°24'28" 8°24'28" 83°18'01" 52°14'33" 90°00'00" 13°23'58" 83°18'01" 90°00'00" 90°00'00" 66°25'19" 47°09'23" 66°25'19" 90°00'00" 89°04'04" BEARING S45°40'07"W N88°01'55"W N88°08'51"W N43°44'56"W S46°00'22"W N89°04'11"W N45°47'31"E S44°12'29"E S45°47'31"W N45°47'31"E S61°27'29"W N04°59'45"E N04°22'27"E N04°59'45"E S04°59'45"W S04°59'45"W S40°51'29"E N56°23'13"W N45°47'31"E S89°12'29"E N42°26'32"E N44°12'29"W N45°47'31"E N32°25'08"W N89°12'29"W S34°00'11"W N44°12'29"W S43°44'31"E CHORD 28.22' 11.35' 59.88' 28.06' 28.39' 121.94' 28.28' 28.28' 28.28' 35.36' 24.49' 31.23' 26.62' 27.42' 31.23' 27.42' 33.23' 22.01' 21.21' 2.33' 33.23' 35.36' 14.14' 27.39' 8.00' 27.39' 35.36' 19.64' LINE TABLE Line # L1 L2 L3 L4 L5 L7 L8 L9 L10 L11 L12 L13 L14 L15 Direction N46°29'15"W S89°12'29"E S89°12'29"E S89°12'29"E N0°47'31"E N0°47'31"E N89°12'29"W N0°47'31"E S89°12'29"E S89°12'29"E S89°12'29"E S0°47'31"W S89°12'29"E N0°47'31"E Length 4.40' 24.00' 26.00' 17.92' 13.94' 9.22' 10.00' 15.72' 26.00' 24.00' 18.94' 9.08' 10.00' 9.08' 32 9 . 4 5 ' 34 9 . 5 1 ' 11 6 . 7 0 ' S0 ° 4 7 ' 3 1 " W NORTH ( IN U.S. SURVEY FEET ) 1 inch = feet Feet03030 30 60 90 SEE SHEET 2 OF 3 SHEETS ________________________________________________ Robert C. Tessely Colorado Professional Land Surveyor No. 38470 For and on Behalf of EPS Group, Inc. PRELIM I N A R Y FOR REV I E W O N L Y 01/22/25 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 BEING A REPLAT OF A PART OF LOT 23, REPLAT OF NORTH LEMAY SUBDIVISION SECOND FILING AND A PARCEL OF LAND LOCATED IN THE SOUTH HALF OF THE NORTHEAST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 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 . 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 TAPESTRY FINAL PLAT OF 69 W E S T O F 6 T H P M 7 N O R T H 12 3 01 / 2 2 / 2 5 AS S H O W N R. T E S S E L Y L. S M I T H HA B I T A T FO 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 TA P E S T R Y FI N A L P L A T O F 47 3 - 0 1 0 S: \ S u r v e y J o b s \ 4 7 3 - 0 1 0 \ D w g \ P l a t \ 4 7 3 - 0 1 0 F I N A L P L A T . d w g 3