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HomeMy WebLinkAboutHEARTSIDE HILL RESIDENTIAL DEVELOPMENT - FDP230007 - SUBMITTAL DOCUMENTS - ROUND 4 - SUBDIVISION PLAT© 2021 Microsoft Corporation © 2021 TomTom N6 2 ° 1 5 ' 5 6 "W 4 4 . 0 3 ' E L 7 9EC20E C 2 1N58°15 '17 "W 176 .16 ' EC2 2 EC23 Easement Line Table Line EL1 EL2 EL3 EL4 EL5 EL6 EL7 EL8 EL9 EL10 EL11 EL12 EL13 EL14 EL15 EL16 EL17 EL18 EL19 EL20 EL21 EL22 EL23 EL24 EL25 EL26 EL27 Direction S85°53'36"W S20°30'00"W N69°30'00"W N20°30'00"E N69°30'00"W S20°30'00"W N69°30'00"W N20°30'00"E N69°30'00"W S20°30'00"W N69°30'00"W N20°30'00"E N69°30'00"W S31°45'00"W N58°15'00"W N31°45'00"E N58°15'05"W N31°45'00"E S58°15'00"E S31°45'00"W S58°15'01"E N31°45'00"E S58°15'00"E S31°45'00"W S58°15'02"E N31°45'00"E S58°15'00"E Length 24.38' 5.34' 20.00' 6.26' 18.14' 11.81' 20.00' 11.81' 16.97' 11.48' 20.00' 11.48' 15.78' 7.96' 20.00' 7.67' 14.40' 7.67' 20.00' 7.67' 15.18' 7.67' 20.00' 7.67' 22.18' 7.74' 20.14' Easement Curve Table Curve EC1 EC2 EC3 EC4 EC5 EC6 EC7 EC8 EC9 EC10 EC11 EC12 EC13 EC14 EC15 EC16 EC17 EC18 EC19 EC20 EC21 EC22 EC23 Length 55.29' 39.27' 13.64' 13.59' 39.27' 79.07' 121.63' 83.23' 31.32' 31.42' 116.41' 75.32' 42.46' 133.90' 40.34' 17.32' 95.99' 11.18' 87.75' 64.74' 71.96' 127.68' 9.95' Radius 40.00' 25.00' 36.00' 36.00' 25.00' 49.00' 238.00' 49.00' 19.82' 20.00' 216.50' 403.02' 25.00' 262.00' 25.00' 16.00' 218.00' 69.00' 403.29' 43.00' 385.44' 234.50' 262.00' Delta 79°11'34" 90°00'00" 21°42'06" 21°37'56" 90°00'00" 92°27'37" 29°16'56" 97°19'04" 90°31'11" 90°01'13" 30°48'31" 10°42'27" 97°19'04" 29°16'56" 92°27'37" 62°01'33" 25°13'40" 9°16'49" 12°28'03" 86°15'28" 10°41'47" 31°11'45" 2°10'31" Direction S48°51'52"E S43°27'39"E S12°23'24"W N09°16'37"W N46°32'21"E N45°18'33"E N13°43'12"E N20°17'52"W N12°59'42"W N76°44'23"E N73°40'58"W N63°36'11"W N20°17'52"W N13°43'12"E N45°18'33"E S57°26'52"E S13°16'50"W S16°33'08"W N84°27'49"W N25°49'20"W N63°36'11"W N73°52'35"W S27°16'25"W Chord 50.99' 35.36' 13.55' 13.51' 35.36' 70.77' 120.32' 73.58' 28.16' 28.29' 115.02' 75.21' 37.54' 132.45' 36.11' 16.49' 95.21' 11.16' 87.58' 58.80' 71.85' 126.11' 9.95' Easement Line Table Line EL28 EL29 EL30 EL31 EL32 EL33 EL34 EL35 EL36 EL37 EL38 EL39 EL40 EL41 EL42 EL43 EL44 EL45 EL46 EL47 EL48 EL49 EL50 EL51 EL52 EL53 EL54 Direction S69°30'00"E S20°30'00"W S69°30'00"E N20°30'00"E S69°30'00"E S20°30'00"W S69°30'00"E S30°58'30"E N58°56'25"E S31°03'35"E S58°56'25"W N46°32'21"E S88°27'39"E N01°32'21"E S88°27'39"E S01°32'21"W N01°32'21"E S88°27'39"E S01°32'21"W N01°32'21"E S88°27'39"E S01°32'21"W N01°32'21"E S88°27'39"E S01°32'21"W N01°32'21"E S88°27'39"E Length 11.71' 6.99' 24.32' 3.42' 20.00' 3.42' 5.24' 18.47' 25.96' 20.00' 22.82' 20.00' 42.73' 28.50' 20.00' 28.50' 28.50' 20.00' 28.50' 28.50' 20.00' 28.50' 28.50' 20.00' 28.50' 28.50' 20.00' Easement Line Table Line EL55 EL56 EL57 EL58 EL59 EL60 EL61 EL62 EL63 EL64 EL65 EL66 EL67 EL68 EL69 EL70 EL71 EL72 EL73 EL74 EL75 EL76 EL77 EL78 EL79 Direction S01°32'21"W S01°32'21"W N88°27'39"W N01°32'21"E N88°27'39"W S01°32'21"W N88°27'48"W N01°32'21"E S46°32'21"W S30°58'30"E N01°32'21"E N00°00'00"E S01°32'21"W S88°27'39"E N01°32'21"E S88°27'39"E S01°32'21"W N01°32'21"E S88°27'39"E S01°32'21"W S11°54'44"W S31°44'43"W S58°15'17"E N31°44'43"E N62°15'56"W Length 43.50' 34.33' 20.00' 34.33' 24.34' 34.00' 20.00' 34.00' 21.11' 29.13' 56.48' 4.64' 50.47' 35.10' 11.50' 9.00' 11.50' 11.50' 9.00' 11.50' 19.79' 10.00' 75.98' 10.00' 26.28' Line Table Line L1 L2 L3 L4 L5 Direction S58°15'17"E N58°15'00"W S89°45'18"E N89°45'18"W S89°45'18"E Length 10.49' 8.01' 4.14' 4.37' 20.18' 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 Length 59.15' 50.89' 50.90' 35.81' 2.51' 25.01' 35.53' 35.53' 35.54' 9.53' 35.02' 35.02' 42.03' 30.87' 42.34' 57.90' 48.24' 48.24' 13.15' 3.34' 131.61' 209.87' 39.15' Radius 344.50' 344.50' 344.50' 344.50' 20.00' 240.50' 240.50' 240.50' 240.50' 275.50' 275.50' 275.50' 275.50' 275.50' 379.50' 379.50' 379.50' 379.50' 379.50' 20.00' 240.50' 379.50' 25.00' Delta 9°50'17" 8°27'53" 8°27'53" 5°57'20" 7°10'51" 5°57'31" 8°27'52" 8°27'52" 8°27'59" 1°58'56" 7°16'59" 7°16'57" 8°44'27" 6°25'15" 6°23'31" 8°44'29" 7°16'58" 7°17'00" 1°59'07" 9°34'09" 31°21'15" 31°41'06" 89°43'55" Direction S86°02'25"E S76°53'20"E S68°25'27"E S61°12'51"E N61°50'22"W N61°12'56"W N68°25'38"W N76°53'30"W N85°21'25"W S59°17'47"E S63°55'45"E S71°12'43"E S79°13'25"E S86°48'16"E N86°46'50"W N79°12'50"W N71°12'06"W N63°55'07"W N59°17'03"W N52°57'21"W S73°54'48"E S74°08'03"E S44°51'59"W Chord 59.08' 50.85' 50.85' 35.79' 2.50' 25.00' 35.50' 35.50' 35.51' 9.53' 35.00' 34.99' 41.99' 30.86' 42.31' 57.84' 48.21' 48.21' 13.15' 3.34' 129.97' 207.20' 35.27' P-21-9132 1 3 Heart of the Rockies Third Subdivision - Final Plat 1" = 40' 2023.08.23 SJS SJS LHBHeart of the Rockies Third SubdivisionA Replat of Lot 2, Block 1, Heart of the Rockies Second SubdivisionCity of Fort Collins, County of Larimer, State of ColoradoHighland Development Services, Inc.6355 Fairgrounds Avenue, Suite 100Windsor, Colorado 80550DWG: \\hal\prj\P-9132-HighlandDS\dwg\P9132_Final Plat R3.dwg XREFS: 21-1045-00_DHSL 2023.08.23.dwg DATE: Aug 23, 2023 - 10:391301 NORTH CLEVELAND AVENUE LOVELAND, COLORADO 80537 BUS. (970)-669-0516CLIENT:OFSHEET DRAWN BY: SCALE: PROJECT NO.: DATE: CHECKED BY: APPROVED BY:TITLE:REVISIONS:DATE:BY:INTERMILL LAND SURVEYING, INC.According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event, may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. HEART OF THE ROCKIES THIRD SUBDIVISION BEING A REPLAT OF LOT 2, BLOCK 1, HEART OF THE ROCKIES SECOND SUBDIVISION SITUATED IN THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO VICINITY MAP NOT TO SCALE N SITE East Trilby Road South Lemay AvenueSouth College AvenueBASIS OF BEARINGS STATEMENT :Bearings are based on the South line of the Southeast Quarter of Section 12, Township 6 North, Range 69 West, the Southeast corner of said section, being monumented with a No. 6 Rebar of unknown length and a 3" diameter Aluminum Cap stamped LS 12374 1987, from whence the West End of said line bears a record North 88°27'39" West with all bearings contained herein relative thereto. The Monument at that location was destroyed during road construction and not replaced. DEVELOPMENT TEAM: Applicant / Engineer: Highland Development Services, Inc. Attn: Jason Claeys 6355 Fairgrounds Avenue, Suite 100 Windsor, CO 80550 970.674.7570 Surveyor: Intermill Land Surveying, Inc. Attn: Steven John Stencel, PLS 1301 N Cleveland Avenue Loveland, CO 80537 970.669.0516 Owner: Community at Heart, LLC c/o Care Housing 1303 West Swallow Road, Building 11 Fort Collins, CO 80526-6028 970.282.7522 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 FLOOD HAZARD NOTE: The subject property lies within Zone X - area of minimal Flood Hazard as determined by the Flood Insurance Rate Map for Fort Collins, Colorado, Community Panel No. 08069C1200F with a date of December 19, 2006. (panel not printed) PLANNING APPROVAL: By the Director of Community Development and Neighborhood Services the City of Fort Collins, Colorado this day of A.D., 20 . Director of Community Development and Neighborhood Services 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'S CERTIFICATE: I, Steven John Stencel, a Registered Professional Land Surveyor in the State of Colorado, do hereby certify that this Subdivision Plan 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 forgoing Plat is an accurate representation thereof, all this to the best of my knowledge, information and belief. I further certify that the survey and this map comply with the Colorado Revised Statutes and the State Board of Registration for Professional Engineers and Professional Land Surveyors. FOR AND ON BEHALF OF: INTERMILL LAND SURVEYING, INC. 1301 N. Cleveland Ave. Loveland, CO 80537 970-669-0516 Steven John Stencel Colo. LS 30462 Date: NOTICE: Per the State of Colorado Board of Licensure for Architects, Professional Engineers, and Professional Land Surveyors Rule 6.2.2(D) the word "certify" as used hereon means an expression of professional opinion and does not constitute a warranty or guarantee, expressed or implied. The survey represented hereon has been performed by me or under my direct supervision in accordance with applicable standards of practice and is based upon my knowledge, information and belief. Land Use Table Description Ownership / Maintenance Tract A Community at Heart, LLC GENERAL NOTES: 1.For all information regarding easements, rights of way, or title of record, Intermill Land Surveying, Inc. relied upon ALTA Commitment Order No. FCC25198412-5 dated June 20, 2023 at 5:00 P.M. prepared by Old Republic National Title Insurance Company. 2.Adjacent property description(s), if shown on this Map, per the most recent records of the Office of the Assessor of Larimer County, Colorado. No further adjacent property owner verification of ownership or research was performed by Intermill Land Surveying, Inc. for the preparation of this survey. 3.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 to 12-122 of the City Code. 4.The word "certify" or "certification" as shown and used hereon is an expression of professional opinion regarding the facts of the survey, and does not constitute a warranty or guaranty, expressed or implied. 5.Neither Intermill Land Surveying, Inc. nor the Professional Land Surveyor listed heron have the expertise to address mineral rights, and recommend the owner retain an expert to address these matters. Neither Intermill Land Surveying, Inc. nor the Professional Land Surveyor listed hereon assume any responsibility for the mineral rights upon the subject property. 6.For easements created by separate document and shown hereon refer to record document for specific terms. 7.A copy of the Property Information Binder and the documents contained therein were provided to the owner, client and attorney listed hereon for their use and review. 8.Owner, Client and others should refer to the Property Information Binder and those documents listed therein for a true understanding of all rights of way, encumbrances, interests and title of record concerning the subject property. 9.All previous easements as shown and dedicated on Heart of the Rockies Second Subdivision, recorded under Reception No. 19990051465 in the records of the Larimer County Clerk and Recorder's Office which are located within the boundary lines of this plat are hereby vacated upon recordation of this Plat and dedicated as shown hereon. Know all persons by these presents, that the undersigned, being owner(s) of the following described land: Lot 2, Heart of the Rockies Second Subdivision, City of Fort Collins, County of Larimer, State of Colorado. which above described tract contains 8.36 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 the Plat to be known as HEART OF THE ROCKIES THIRD SUBDIVISION (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 the Plat shall run with the land. STATEMENT OF OWNERSHIP AND SUBDIVISION: Except as otherwise stated on this Plat with respect to specific easements, the Owner does hereby dedicate and convey to the City of Fort Collins, Colorado (hereafter “City”), for public use of the same for their intended or specified 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. OWNER:Community at Heart, LLC Name Title CERTIFICATE OF DEDICATION: NOTARY PUBLIC: STATE OF ) ) § COUNTY OF ) the forgoing instrument was acknowledged before me this day of , 20 by as . Witness my hand and official seal. My commission expires: Notary Public NOTICE OF OTHER DOCUMENTS: All persons take notice that the Owner has executed certain documents pertaining to this Development which create certain rights and obligations of the Development, the Owner and/or subsequent Owners of all or portions of the Development site, many of which obligations constitute promises and covenants that, along with the obligations under this Plat, run with the land. The said documents may also be amended from time to time and may include, without limitation, the Development Agreement, Site And Landscape Covenants, Final Site Plan, Final Landscape Plan, and Architectural Elevations, which documents are on file in the office of the clerk of the City and should be closely examined by all persons interested in purchasing any portion of the Development site. ATTORNEY'S CERTIFICATION: I hereby certify that this Subdivision Plat has been duly executed as required pursuant to Section 2.2.3(C)(3)(a) through (e) inclusive of the Land Use Code of the City of Fort Collins and that all persons signing this Subdivision Plat on behalf of a corporation or other entity are duly authorized signatories under the laws of the State of Colorado. This Certification is based upon the records of the Clerk and Recorder of Larimer County, Colorado as of the date of execution of the Plat and other information discovered by me through reasonable inquiry and is limited as authorized by Section 2.2.3(C)(3)(f) of the Land Use Code. Attorney: Address: Registration No: 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. MAINTENANCE 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. 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. REPAIR GUARANTEE: 30462DRAFT L=31.45' (M R=20.00' (M) D=90°06'32" (M) CH=S45°00'00"E 28.31' (M) L=284.83' (R) R=346.00' (R) D=47°10'01" (R) CH=S81°50'00"E 276.86' (R) L=152.47' (M) R=275.50' (M) D=31°42'35" (M) CH=S74°09'37"E 150.53' (M) L=284.94'(R)R=344.50'(R) D=47°23'23"(R) CH=S81°56'42"E 276.89'(R)L=114.12'(R)R=171.00'(R)D=38°14'14"(R)CH=N20°39'27"E112.01'(R)Southeast Corner Sec. 12, T6N, R69W Found No. 6 Rebar (unknown length) with 3" dia. Aluminum Cap marked as shown N:1423299.3889 (NAD83) E:3122877.3527 (NAD83) South Quarter Corner Sec. 12, T6N, R69W Paved Over (See Basis of Bearings Statement)N00°00'00"E 551.25'13-6-69 NE 1987 LS 12374 Lot 1, Block 1 Heart of the Rockies Second Subdivision Not A Part N88°27'39"W 967.00'57.5' ROW57.5' ROW57.5' ROW Existing 57.5' ROW Existing 34.0' ROW 35.5' ROW 35.5' ROW34.0' ROWN90°00'00"W 101.72' L=132.99'R=240.00' D=31°45'00" CH=N74°07'30"W 131.30' N 5 8 ° 1 5 ' 0 0 " W 1 7 6 . 0 0 'L=797.27'R =3 8 0 .0 0 'D =1 2 0 °1 2 '4 0 "C H =S 6 1 °3 8 '4 0 "W 6 5 8 .8 8 'S01°32'20"W 341.00'69 . 5 ' R i g h t o f W a y p e r R e c e p t i o n N o . 8 5 0 3 2 2 2 5 a n d H e a r t o f t h e R o c k i e s S e c o n d S u b d i v i s i o n B R I T T A N Y S T R E E T 107.5' Right of Way per Reception No. 86029299 and Paragon Point PUD and Road Book R, Page 12and Heart of the Rockies Second SubdivisionLEMAY AVENUE107.5' Right of Way per Heart of the Rockies Second Subdivision a n d B o o k 4 , P a g e 1 0 8 a n d Provincetown / Portner Estates South S.I.D. Phase 1 Right of Way TRILBY ROAD 63.1' ROW Proposed WESTBOURN CIRCLE COURTENAY CIRCLE EDGEWARE STREET BUCHANAN STREET Brittany Knolls P.U.D.Not A PartBrittany Knolls P.U.D.Not A PartBritt a ny K n olls P. U. D. Not A P art Brittany Knolls P.U.D. Not A Part Brittany Knolls P.U.D. Filing No. 2 Not A Part Brittany Knolls P.U.D. Filing No. 2 Not A Part Paragon Point P.U.D. Phase FiveNot A PartEagle Tree Condominiums P.U.D. Not A Part Redeemer Lutheran, P.U.D. Not A Part50.0' ROW50.0' ROW50.0' ROW50.0' ROW 50.0' ROW Subject Property ±363,916 Square Feet or ±8.35 Acres, as measured N01°32'40"E 148.48' (M)N01°32'20"E 148.50' (R)S88°26'43"E 173.46' (M) S88°27'40"E 173.50' (R)N01°33'19"E 114.99' (M)N01°32'20"E 115.00' (R)L=114.06'(M)R=171.00'(M)D=38°13'05"(M)CH=N20°38'10"E111.96'(M)S6 3 ° 0 0 ' 3 2 " E 1 5 7 . 0 5 ' ( M ) S6 3 ° 0 0 ' 0 0 " E 1 5 7 . 0 1 ' ( R )N26°59'53"E 145.05' (M)N27°00'00"E 145.00' (R)N6 2 ° 5 7 ' 2 0 " W 7 8 . 4 7 ' ( M ) N6 3 ° 0 0 ' 0 0 " W 7 8 . 4 3 ' ( R )N04°07'08"W 141.83' (M) (NR)N04°06'24"W 141.50' (R)L=196.75'(M)R=344.50'(M) D=32°43'22"(M) CH=S74°35'52"E 194.09'(M) S5 8 ° 1 5 ' 1 7 " E 1 7 5 . 9 5 ' ( M ) S5 8 ° 1 5 ' 0 0 " E 1 7 6 . 0 0 ' ( R ) S89°45'18"E 24.32' (M) N90°00'00"E 24.22' (R)S00°00'01"W 416.13' (M)S00°00'00"W 416.14' (R)L=32.08' (M) R=20.00' (M) D=91°54'46" (M) CH=S46°00'02"W 28.75' (M) N88°27'25"W 831.78' (M) N88°27'39"W 831.89' (R) L=31.36' (M) R=20.00' (M) D=89°50'36" (M) CH=N43°27'59"W 28.25' (M) L=31.95' (R) R=20.00' (R) D=91°32'21" (R) CH=S45°46'10"W 28.66' (R) L=31.42' (R) R=20.00' (R) D=90°00'00" (R) CH=N43°27'40"W 28.28' (R) L=31.42' (R) R=20.00' (R) D=90°00'00" (R) CH=S45°00'00"E 28.28' (R) ROW dedicated with this Plat 1,641 S.F. Tract A 286,517 Square Feet or 6.58 AcresLot 1, Block 3 27,546 S.F. Lot 1, Block 1 4,924 S.F. Lot 2, Block 1 4,494 S.F. Lot 3, Block 1 4,494 S.F.Lot 4, Block 1 4,254 S.F. Lot 1, Block 2 3,640 S.F.Lot 2, Block 2 3,640 S.F.Lot 3, Block 2 4,661 S.F. Lot 4, Block 2 4,330 S.F.Lot 5, Block 2 4,329 S.F. Lot 6, Block 2 5,196 S.F. Lot 7, Block 2 4,249 S.F. 9.81'S03°34'22"W 90.03'S00°00'01"W 212.76'C 23108.22'N88°27'39"W 150.00'S01°32'20"W 78.03'S26°59'53"W 66.21'99.50'S08°53'06"W 104.00'104.23'C1 C2 S17°21'00"W 104.00'C3 S25°48'54"W 104.00'C4 L1 S31°45'00"W 103.84'C5 L2 C6 C7 C8 C 9 N31°45'00"E 103.69'35 . 0 0 'S31°45'00"W104.00'31 . 6 8 ' C20 S31°45'00"W104.00'35 . 0 0 ' 35 . 0 0 'S29°45'05"W104.00'C 19 33 . 4 8 ' 33 . 4 7 ' C10 S22°28'03"W104.00'C18 C11 S15°11'01"W104.00'C17 C12 S06°26'25"W104.00'C16 C13 S00°00'00"E 104.00'L4 C15 C14 L3 L5 821.96' 15.49'37.60'62 . 0 0 ' C21 C22 P-21-9132 2 3 Heart of the Rockies Third Subdivision - Final Plat 1" = 40' 2023.08.23 SJS SJS LHBHeart of the Rockies Third SubdivisionA Replat of Lot 2, Block 1, Heart of the Rockies Second SubdivisionCity of Fort Collins, County of Larimer, State of ColoradoHighland Development Services, Inc.6355 Fairgrounds Avenue, Suite 100Windsor, Colorado 80550DWG: \\hal\prj\P-9132-HighlandDS\dwg\P9132_Final Plat R3.dwg XREFS: 21-1045-00_DHSL 2023.08.23.dwg DATE: Aug 23, 2023 - 10:391301 NORTH CLEVELAND AVENUE LOVELAND, COLORADO 80537 BUS. (970)-669-0516CLIENT:OFSHEET DRAWN BY: SCALE: PROJECT NO.: DATE: CHECKED BY: APPROVED BY:TITLE:REVISIONS:DATE:BY:INTERMILL LAND SURVEYING, INC.According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event, may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. HEART OF THE ROCKIES THIRD SUBDIVISION BEING A REPLAT OF LOT 2, BLOCK 1, HEART OF THE ROCKIES SECOND SUBDIVISION SITUATED IN THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO N:North Dia:Diameter ±:Plus or Minus L_:Line ID D=:Curve Delta E:East Rec:Reception ROW:Right of Way ID:Identification CH=:Curve Long Chord W:West No:Number LS:Land Surveyor L=:Curve Length Sec. __ T__N R__W: S:South S.F.:Square Feet C_:Curve ID R=:Curve Radius Section Township Range ABBREVIATION LEGEND: STATEMENT OF LINEAR UNITS USED: Linear Units Used for this survey - U.S. Survey Feet SOUTH 0 WEST EAST 0O4TH 80 SCALE : 1" = 40' 2030 10 20 4040 BASIS OF BEARINGS STATEMENT:Bearings are based on the South line of the Southeast Quarter of Section 12, Township 6 North, Range 69 West, being monumented at the South Quarter corner of said section with a 3.5" diameter Aluminum Cap in a Monument Box stamped Bradshaw PLS 20123 1989, from whence the Southeast corner of said section, being monumented with a No. 6 Rebar of unknown length and a 3" diameter Aluminum Cap stamped LS 12374 1987 bears a record South 88°27'39" East with all bearings contained herein relative thereto. LINE LEGEND: =Section Line =Boundary Line =Lot Line =Building Envelope Line =Easement Line =Tie Line =Existing Right of Way Line =Centerline =Found No. 4 Rebar =Found Pin & Cap stamped LS 34174 =Found Nail & Brass Shiner stamped LS 34174 =Not Found or Set - Calculated Position Only =Set No. 4 Rebar (18" long) with ±1" dia. Red Plastic Cap stamped LS 30462 =Set No. 4 Rebar (18" long) with ±1" dia. Red Plastic Cap stamped LS 30462 at Right of Way Line MONUMENT LEGEND NOTE: External Boundary Monumentation of the subject property and Survey Control Monumentation as shown on Map. (M):Indicates measured bearing and/or distance from field survey. (R):Indicates record bearing and/or distance per the existing final plats, deeds, surveys, maps or other information provided by others. See Sheet 3 of 3 for Easement location data. 19.50' Southeast Corner Sec. 12, T6N, R69W Found No. 6 Rebar (unknown length) with 3" dia. Aluminum Cap marked as shown N:1423299.3889 (NAD83) E:3122877.3527 (NAD83) South Quarter Corner Sec. 12, T6N, R69W Paved Over (See Basis of Bearings Statement)N00°00'00"E 551.25'13-6-69 NE 1987 LS 12374 9' Utility & Drainage Easement 10' U t i l i ty & D ra inageEasement 15' Utility & Drainage Easement Lot 1, Block 1 Heart of the Rockies Second Subdivision Not A Part N88°27'39"W 967.00' 69 . 5 ' R i g h t o f W a y p e r R e c e p t i o n N o . 8 5 0 3 2 2 2 5 a n d H e a r t o f t h e R o c k i e s S e c o n d S u b d i v i s i o n B R I T T A N Y S T R E E T 107.5' Right of Way per Reception No. 86029299 and Paragon Point PUD and Road Book R, Page 12and Heart of the Rockies Second SubdivisionLEMAY AVENUE107.5' Right of Way per Heart of the Rockies Second Subdivision a n d B o o k 4 , P a g e 1 0 8 a n d Provincetown / Portner Estates South S.I.D. Phase 1 Right of Way TRILBY ROAD 15' Utility & Drainage Easement2.5' wide Access Easement 2.5' wide Access Easement WESTBOURN CIRCLE COURTENAY CIRCLE EDGEWARE STREET BUCHANAN STREET Brittany Knolls P.U.D.Not A PartBrittany Knolls P.U.D.Not A PartBritt a ny K n olls P. U. D. Not A P art Brittany Knolls P.U.D. Not A Part Brittany Knolls P.U.D. Filing No. 2 Not A Part Brittany Knolls P.U.D. Filing No. 2 Not A Part Paragon Point P.U.D. Phase FiveNot A PartEagle Tree Condominiums P.U.D. Not A Part Redeemer Lutheran, P.U.D. Not A Part 25.00'25.00'15' Utility & Drainage Easement Drainage Easement S00°00'29"W 153.98'S03°32'19"W 89.96'28'24' wide Emergency Access Easement (shaded) 24' wide Emergency Access Easement (shaded) 24' wide Emergency Access Easement (shaded) 24' wide Emergency Access Easement (shaded) 24' wide Emergency Access Easement (shaded) 24' wide Emergency Access Easement Dedicated by Separate Instrument Rec. No. 20' 35' wide Utility Easement (hatched) 35' wide Utility Easement (hatched) 35' wide Utility Easement (hatched) 35' wide Utility Easement (hatched) 20' wide Utility Easement (hatched) 6' wide Utility Easement Dedicated by Separate Instrument Rec. No. 148.99' 154.99' 6' wide Utility Easement 6' wide Utility Easement 30' 9.61' N88°27'39"W 2703.49' 381.57' 40.09' 400.30' 50.86'25.16'97.44' N90°00'00"W 24.36' EC19 EC18S31°45'00"W 96.00'EL17EL16EL15EL14EL 1 3EL12EL1 1 EL10EL9EL8EL 7 EL6EL 5 EL4 EL 3 EL2 EL1 S31°45'00"W 96.00'S58°14 '58 "E43.57 ' EL18 EL19EL20 EL21EL22EL23 EL24 EL25EL26EL27 EL2 8 EL29 EL 3 0 EL31 EL 3 2 EL33 EL34 E L 3 5 EL36 E L 3 7 EL38 S89°02'01"E 103.14'N00°00'01"E 104.12'S88°27'39"E 104.44'EL55EL54 EL53S88°27'39"E 103.71'EL52EL51 EL50S88°27'39"E 67.81'EL49EL48 EL47S88°27'39"E 162.94'EL46EL45 EL44S88°27'39"E 101.93'EL43EL42 EL41EL40 S 4 3 ° 2 7 ' 3 9 " E 4 6 . 6 3 ' EL39 N 4 3 ° 2 7 ' 3 9 " W 6 2 . 0 3 'N12°47'21"E 170.57'S89°02'01"E 133.54'N00°00'00"E 132.05'S69 ° 3 0 ' 0 0 " E 1 1 9 . 3 3 'S58°15 '00 "E 190 .88 ' S69 ° 3 0 ' 0 0 " E 5 3 . 8 3 ' E L 6 4 S12°47'21"W 153.43'EL63 N88°27'39"W 273.32'EL62EL61 EL60EL59EL58EL57EL56 N88°27'39"W 303.50' E C 1 E C 2 S01°32'21"W 97.65'EC3 EC4N01°32'21"E 97.69'EC5 S88°27'39"E 170.76' EC6EC7EC8EC9N31°45'00"E 84.00'EC16S88°27'39"E 544.70'EC15EC14EC13E C 1 2N58°15 '17 "W 176 .15 ' EC1 1 EC10 N31°45'00"E 84.00'S88°27'39"E 288.93'S01°32'21"W 97.65'S 4 3 ° 2 7 ' 3 9 " E 98 . 6 7 'EL69EL66 N 4 3 ° 2 7 ' 3 9 " W 9 4 . 5 2 ' N88°27'39"W 629.27'EL65EL67EL68 EL70 EL71S88°27'39"E 382.50'EL72EL73 EL74S88°27'39"E 190.16'122.96'EL75EL76 EL77EL78 EC17S88°27'39"E 45.47'S 4 3 ° 2 7 ' 3 9 " E 3 3 . 9 4 'S01°32'21"W 36.56'S 4 3 ° 2 7 ' 3 9 " E 7 0 . 1 3 ' N90°00'00"E 26.90'18.74'18' wide Drainage Easement (hatched) 18' wide Drainage Easement (hatched)N6 2 ° 1 5 ' 5 6 "W 4 4 . 0 3 ' E L 7 9EC20E C 2 1N58°15 '17 "W 176 .16 ' EC2 2 EC23 P-21-9132 3 3 Heart of the Rockies Third Subdivision - Final Plat 1" = 40' 2023.08.23 SJS SJS LHBHeart of the Rockies Third SubdivisionA Replat of Lot 2, Block 1, Heart of the Rockies Second SubdivisionCity of Fort Collins, County of Larimer, State of ColoradoHighland Development Services, Inc.6355 Fairgrounds Avenue, Suite 100Windsor, Colorado 80550DWG: \\hal\prj\P-9132-HighlandDS\dwg\P9132_Final Plat R3.dwg XREFS: 21-1045-00_DHSL 2023.08.23.dwg DATE: Aug 23, 2023 - 10:391301 NORTH CLEVELAND AVENUE LOVELAND, COLORADO 80537 BUS. (970)-669-0516CLIENT:OFSHEET DRAWN BY: SCALE: PROJECT NO.: DATE: CHECKED BY: APPROVED BY:TITLE:REVISIONS:DATE:BY:INTERMILL LAND SURVEYING, INC.BASIS OF BEARINGS STATEMENT:Bearings are based on the South line of the Southeast Quarter of Section 12, Township 6 North, Range 69 West, being monumented at the South Quarter corner of said section with a 3.5" diameter Aluminum Cap in a Monument Box stamped Bradshaw PLS 20123 1989, from whence the Southeast corner of said section, being monumented with a No. 6 Rebar of unknown length and a 3" diameter Aluminum Cap stamped LS 12374 1987 bears a record South 88°27'39" East with all bearings contained herein relative thereto. According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event, may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. HEART OF THE ROCKIES THIRD SUBDIVISION BEING A REPLAT OF LOT 2, BLOCK 1, HEART OF THE ROCKIES SECOND SUBDIVISION SITUATED IN THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO =Found No. 4 Rebar =Found Pin & Cap stamped LS 34174 =Found Nail & Brass Shiner stamped LS 34174 =Not Found or Set - Calculated Position Only =Set No. 4 Rebar (18" long) with ±1" dia. Red Plastic Cap stamped LS 30462 =Set No. 4 Rebar (18" long) with ±1" dia. Red Plastic Cap stamped LS 30462 at Right of Way Line MONUMENT LEGEND LINE LEGEND: =Section Line =Boundary Line =Lot Line =Building Envelope Line =Easement Line =Tie Line =Existing Right of Way Line =Centerline N:North Dia:Diameter ±:Plus or Minus L_:Line ID D=:Curve Delta E:East Rec:Reception ROW:Right of Way ID:Identification CH=:Curve Long Chord W:West No:Number LS:Land Surveyor L=:Curve Length Sec. __ T__N R__W: S:South S.F.:Square Feet C_:Curve ID R=:Curve Radius Section Township Range ABBREVIATION LEGEND: STATEMENT OF LINEAR UNITS USED: Linear Units Used for this survey - U.S. Survey Feet SOUTH 0 WEST EAST 0O4TH 80 SCALE : 1" = 40' 2030 10 20 4040 NOTE: External Boundary Monumentation of the subject property and Survey Control Monumentation as shown on Map. (M):Indicates measured bearing and/or distance from field survey. (R):Indicates record bearing and/or distance per the existing final plats, deeds, surveys, maps or other information provided by others.