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HomeMy WebLinkAboutHEARTSIDE HILL LOT ADJUSTMENTS - MA230145 - SUBMITTAL DOCUMENTS - ROUND 2 - SUBDIVISION PLAT© 2021 Microsoft Corporation © 2021 TomTom 287 287 Easement Line Table Line EL4 EL5 EL6 EL7 EL8 EL9 EL10 EL11 EL12 EL13 EL14 EL15 EL16 EL17 EL18 EL19 EL20 EL21 EL22 EL23 EL24 EL25 EL26 EL27 EL28 EL29 EL30 EL31 EL32 EL33 EL34 EL35 Direction S31°44'43"W S58°15'17"E N31°44'43"E S11°54'44"W N62°15'56"W S43°27'39"E N53°07'14"E N01°32'20"E S88°27'39"E S01°32'20"W N88°27'43"W S53°07'14"W 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 N00°00'00"E N01°32'21"E 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 S69°30'00"E Length 10.00' 76.00' 10.00' 19.79' 26.28' 14.14' 23.01' 3.24' 9.00' 8.50' 5.98' 21.73' 52.54' 35.10' 11.50' 9.00' 11.50' 11.50' 9.00' 11.50' 4.64' 57.04' 34.33' 20.00' 34.33' 24.34' 34.00' 20.00' 34.00' 21.11' 29.13' 53.83' Easement Curve Table Curve EC14 EC15 EC16 EC17 EC18 EC19 EC20 EC21 EC22 EC23 EC24 EC25 EC26 EC27 EC28 EC29 EC30 EC31 EC32 EC33 EC34 EC35 EC36 EC37 EC38 EC39 EC40 EC41 EC42 EC48 EC49 EC55 EC56 Length 95.99' 9.95' 87.75' 11.18' 64.74' 71.96' 115.91' 34.54' 241.47' 32.51' 55.31' 39.27' 13.64' 13.59' 39.27' 79.07' 121.63' 83.23' 70.83' 31.32' 31.42' 118.98' 107.02' 75.32' 42.46' 133.90' 40.34' 17.36' 16.40' 23.56' 7.52' 61.26' 7.78' Radius 218.00' 262.00' 403.29' 69.00' 43.00' 385.44' 234.50' 22.01' 226.51' 22.00' 40.00' 25.00' 36.00' 36.00' 25.00' 49.00' 238.00' 49.00' 379.02' 19.82' 20.00' 241.08' 216.50' 403.02' 25.00' 262.00' 25.00' 16.00' 189.50' 15.00' 40.00' 39.00' 16.00' Delta 25°13'40" 2°10'31" 12°28'03" 9°16'49" 86°15'28" 10°41'47" 28°19'16" 89°55'37" 61°04'39" 84°40'35" 79°13'37" 90°00'00" 21°42'06" 21°37'56" 90°00'00" 92°27'37" 29°16'56" 97°19'04" 10°42'27" 90°31'11" 90°01'13" 28°16'37" 28°19'16" 10°42'27" 97°19'04" 29°16'56" 92°27'37" 62°09'22" 4°57'29" 90°00'01" 10°46'23" 90°00'01" 27°50'38" Direction S13°16'50"W S27°16'25"W N84°27'49"W S16°33'08"W N25°49'20"W N63°36'11"W N72°26'20"W N46°32'20"E N32°04'47"E N20°16'57"E S48°50'51"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 N63°36'11"W N12°59'42"W N76°44'23"E N72°26'38"W N72°26'20"W N63°36'11"W N20°17'52"W N13°43'12"E N45°18'33"E S57°22'58"E N25°19'50"E S43°27'39"E S03°50'51"E S43°27'39"E S12°22'58"E Chord 95.21' 9.95' 87.58' 11.16' 58.80' 71.85' 114.74' 31.10' 230.19' 29.63' 51.01' 35.36' 13.55' 13.51' 35.36' 70.77' 120.32' 73.58' 70.73' 28.16' 28.29' 117.78' 105.93' 75.21' 37.54' 132.45' 36.11' 16.52' 16.39' 21.21' 7.51' 55.15' 7.70' Easement Line Table Line EL36 EL37 EL38 EL39 EL40 EL41 EL42 EL43 EL44 EL45 EL46 EL47 EL48 EL49 EL50 EL51 EL52 EL53 EL54 EL55 EL56 EL57 EL58 EL59 EL60 EL61 EL62 EL63 EL64 EL65 EL66 EL67 Direction S58°02'38"E S03°24'04"W 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°29'02"W N20°30'00"E N69°30'00"W N58°15'00"W S31°45'00"W N58°15'00"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 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 Length 13.74' 36.62' 25.34' 6.65' 20.00' 6.65' 18.71' 9.65' 20.00' 9.65' 24.22' 23.34' 14.54' 23.31' 7.67' 20.00' 7.67' 15.18' 7.67' 20.00' 7.67' 22.18' 7.74' 20.14' 11.71' 6.99' 24.32' 3.42' 20.00' 3.42' 5.24' 18.47' Easement Line Table Line EL68 EL69 EL70 EL71 EL72 EL73 EL74 EL75 EL76 EL77 EL78 EL79 EL80 EL81 EL82 EL83 EL84 EL85 EL86 EL87 EL88 EL89 EL90 EL91 EL92 EL93 EL94 EL95 EL96 EL97 EL98 EL101 Direction 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 S01°32'21"W S88°27'40"E S88°27'40"E S01°32'21"W S01°32'21"W S58°15'00"E S87°07'28"E N01°32'21"E S88°27'39"E S01°32'21"W N17°43'10"W N03°24'04"E N86°35'56"W Length 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' 43.50' 35.20' 35.20' 9.24' 9.24' 8.01' 151.04' 34.33' 20.00' 34.33' 5.71' 13.56' 5.00' Line Table Line L1 L2 L3 Direction N58°15'00"W N88°27'39"W S01°32'21"W Length 8.11' 33.98' 13.33' Curve Table Curve C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 Length 3.34' 31.45' 39.15' 31.36' 53.04' 50.17' 50.17' 17.15' 16.94' 11.91' 35.03' 35.03' 37.03' Radius 28.52' 20.00' 25.00' 20.00' 344.50' 344.50' 344.50' 344.50' 20.00' 240.50' 240.50' 240.50' 240.50' Delta 6°42'25" 90°06'32" 89°43'55" 89°50'36" 8°49'18" 8°20'39" 8°20'39" 2°51'10" 48°32'32" 2°50'12" 8°20'41" 8°20'41" 8°49'21" Direction S52°57'21"E S45°00'00"E S44°51'59"W N43°27'59"W S82°11'18"E S73°36'19"E S65°15'40"E S59°39'46"E N82°31'16"W N59°40'06"W N65°15'33"W N73°36'14"W N82°11'15"W Chord 3.34' 28.31' 35.27' 28.25' 52.99' 50.13' 50.13' 17.15' 16.44' 11.91' 35.00' 35.00' 37.00' P-21-9132 1 3 Heart of the Rockies Fourth Subdivision - Final Plat 1" = 40' 2023.11.14 SJS SJS LHB He a r t o f t h e R o c k i e s F o u r t h S u b d i v i s i o n L1 , B 1 , H e a r t o f t h e R o c k i e s 2 n d S u b a l o n g w i t h L 1 - 4 , B 1 ; L 1 , B 3 ; a n d T r a c t A ; He a r t o f t h e R o c k i e s 3 r d S u b , C i t y o f F o r t C o l l i n s Hi g h l a n d D e v e l o p m e n t S e r v i c e s , I n c . 63 5 5 F a i r g r o u n d s A v e n u e , S u i t e 1 0 0 Wi n d s o r , C o l o r a d o 8 0 5 5 0 DW G : \ \ h a l \ p r j \ P - 9 1 3 2 - H i g h l a n d D S \ d w g \ H e a r t o f t h e R o c k i e s F o u r t h F i l i n g D r a w i n g s \ H e a r t o f t h e R o c k i e s F o u r t h F i l i n g . d w g X R E F S : D A T E : J a n 1 7 , 2 0 2 4 - 1 5 : 4 5 13 0 1 N O R T H C L E V E L A N D A V E N U E L O V E L A N D , C O L O R A D O 8 0 5 3 7 B U S . ( 9 7 0 ) - 6 6 9 - 0 5 1 6 CL I E N T : OFSHEET DRAWN BY: SCALE: PROJECT NO.: DATE: CHECKED BY: APPROVED BY: TI T L E : RE V I S I O N S : DA T E : BY : IN T E R M I L L L A N D S U R V E Y I N G , I N C . 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 FOURTH SUBDIVISION BEING A REPLAT OF LOT 1, BLOCK 1, HEART OF THE ROCKIES SECOND SUBDIVISION ALONG WITH LOTS 1-4 INCLUSIVE, BLOCK 1; LOT 1, BLOCK 3; AND TRACT A, HEART OF THE ROCKIES THIRD 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 So u t h L e m a y A v e n u e So u t h C o l l e g e A v e n u e BASIS 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 Owner: Christian Church Disciples of Christ 6501 Brittany Drive Fort Collins, CO 80525-5918 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 Use Tract A Community at Heart, LLC Future Developement 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 Third Subdivision, recorded under Reception No. 20230045360 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 1, Block 1, Heart of the Rockies Second Subdivision along with Lots 1-4 Inclusive, Block 1; Lot 1, Block 3; and Tract A, Heart of the Rockies Third Subdivision, City of Fort Collins, County of Larimer, State of Colorado. which above described tract contains 10.05 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 FOURTH 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: 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: 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. OWNER:Community at Heart, LLC Name Title OWNER:Christian Church Disciples of Christ Name Title 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 39. 9 6 ' Lot 2, Block 1 4,429 S.F. Lot 1, Block 1 4,682 S.F.Lot 3, Block 1 4,429 S.F.Lot 4, Block 1 3,875 S.F. Lot 1, Block 2 27,861 S.F. Lot 1, Block 3 117,227 S.F. 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) N0 0 ° 0 0 ' 0 0 " E 5 5 1 . 2 5 ' 13-6-69 NE 1987 LS 12374 15' Utility & Drainage Easement N88°27'39"W 967.00' 57 . 5 ' R O W 57 . 5 ' R O W 57.5' ROW 34.0' ROW 35.5' ROW 35 . 5 ' R O W 34 . 0 ' R O W N90°00'00"W 101.72' L=132.99'R=240.00' D=31°45'00" CH=N74°07'30"W 131.30' L =7 9 7 .2 7 '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 ' 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 10 7 . 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 6 0 2 9 2 9 9 a n d P a r a g o n P o i n t P U D a n d R o a d B o o k R , P a g e 1 2 an 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 a n d H e a r t o f t h e R o c k i e s T h i r d S u b d i v i s i o n LE M A Y A V E N U E 107.5' 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 1 5 ' U t i l i t y & D r a i n a g e E a s e m e n t 2.5' wide Access Easement 2.5' wide Access Easement WESTBOURN CIRCLE COURTENAY CIRCLE EDGEWARE STREET BUCHANAN STREET Br i t t a n y K n o l l s P . U . D . No t A P a r t Br i t t a n y K n o l l s P . U . D . No t A P a r t Britt a n y K n o l l s P . U . D . Not A P a r t 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 Pa r a g o n P o i n t P . U . D . P h a s e F i v e No t A P a r t Eagle Tree Condominiums P.U.D. Not A Part Redeemer Lutheran, P.U.D. Not A Part 50 . 0 ' R O W 50 . 0 ' R O W 50 . 0 ' R O W 50.0' ROW 50.0' ROW 25.00' 2 5 . 0 0 ' 15' Utility & Drainage Easement Drainage Easement 24' wide Public Access & Emergency Access Easement (shaded) 24' wide Public Access & Emergency Access Easement (shaded) 24' wide Public Access & Emergency Access Easement (shaded) 24' wide Public Access & Emergency Access Easement (shaded) 24' wide Public Access & Emergency Access Easement Rec. No. 20230042278 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. 20230042279 6' wide Utility Easement 6' wide Utility Easement 18' wide Drainage Easement (hatched) 18' wide Drainage Easement (hatched) 15' wide Utility & Drainage Easement 7 . 5 5 ' 12.5' wide Public Access Easement (see detail) Tract A Future Development 275,399 Square Feet or 6.32 Acres Subject Property ±437,878 Square Feet or ±10.05 Acres, as measured Te m p o r a r y G r a d i n g E e a s e m e n t de d i c a t e d b y s e p a r a t e d o c u m e n t Re c . N o . 20' Utility Easement Rec. No. 19990051465 to remain 24' wide Public Access Easement 24' Public Access & Emergency Access Easement L =7 2 2 .7 3 'R =3 4 4 .5 0 'D =1 2 0 °1 2 '0 7 "C H =N 6 1 °3 9 '3 0 "E 5 9 7 .3 0 ' S5 8 ° 1 5 ' 1 7 " E 72 . 4 9 ' S3 1 ° 4 5 ' 0 0 " W 1 0 3 . 6 9 ' C1 S5 8 ° 1 5 ' 1 7 " E 1 0 0 . 1 6 ' L=209.91'R=378.63' D=31°45'53" CH=S74°08'53"E 207.23' S89°45'18"E 4.35' N0 0 ° 0 0 ' 0 0 " E 1 0 3 . 9 6 ' S89°45'18"E 20.15' C 2 S0 0 ° 0 0 ' 0 1 " W 1 0 8 . 2 2 ' S0 3 ° 3 4 ' 2 2 " W 9 0 . 0 3 ' S0 0 ° 0 0 ' 0 1 " W 2 1 2 . 7 6 ' C 3N88°27'25"W 821.96' C 4 S1 2 ° 1 3 ' 2 8 " W 10 3 . 9 6 ' C13 10 3 . 9 6 ' C5 C6 S2 0 ° 3 4 ' 1 2 " W 10 3 . 9 6 ' C12 C7 S2 8 ° 5 4 ' 5 6 " W 10 3 . 9 6 ' C11 22 . 9 9 ' C9 L1 C10 C 8 40 . 9 8 ' S6 3 ° 0 0 ' 0 0 " E 1 1 0 . 1 1 ' S2 7 ° 0 0 ' 0 0 " W 1 6 0 . 5 5 ' 23.90'N88°27'39"W 88.79' N0 1 ° 3 2 ' 2 1 " E 6 1 . 7 7 ' N88°27'39"W 100.73' L =70.49' R=189.50' D=21°18'45" CH= S12°11'43"W 70.08' 99 . 5 0 ' 15 . 5 0 ' N88°28'10"W 154.99' 11 9 . 0 1 ' L =5 4 8.2 9'R =3 4 4.5 0' D=9 1 °1 1'1 9 " C H =N 4 7 °4 8 '2 4 "E 4 9 2 .2 2 ' N0 1 ° 3 2 ' 2 0 " E 1 1 5 . 0 0 ' N0 3 ° 2 4 ' 0 4 " E 1 4 4 . 9 4 ' S0 1 ° 3 2 ' 2 1 " W 9 3 . 2 7 ' L2 L3 N88°27'39"W 168.50' 49 . 4 9 ' 9' Utility & Drainage Easement 10' Utility & Drainage Easement 9' Utility & Drainage Easement Rec. No. 19990051465 to remain S3 1 ° 4 5 ' 0 0 " W 97 . 2 1 ' Block 2 Heart of the Rockies Third Subdivision Not A Part N0 1 ° 3 2 ' 4 0 " E 2 6 3 . 5 3 ' 14 8 . 4 8 ' 4.17' S5 8 ° 1 5 ' 1 7 " E 1 0 3 . 4 7 ' 10' Maintence Easement 7' Maintenance Easement 5' Drainage Easement FCLWD Easement Drainage Easement P-21-9132 2 3 Heart of the Rockies Fourth Subdivision - Final Plat 1" = 40' 2023.11.14 SJS SJS LHB He a r t o f t h e R o c k i e s F o u r t h S u b d i v i s i o n L1 , B 1 , H e a r t o f t h e R o c k i e s 2 n d S u b a l o n g w i t h L 1 - 4 , B 1 ; L 1 , B 3 ; a n d T r a c t A ; He a r t o f t h e R o c k i e s 3 r d S u b , C i t y o f F o r t C o l l i n s Hi g h l a n d D e v e l o p m e n t S e r v i c e s , I n c . 63 5 5 F a i r g r o u n d s A v e n u e , S u i t e 1 0 0 Wi n d s o r , C o l o r a d o 8 0 5 5 0 DW G : \ \ h a l \ p r j \ P - 9 1 3 2 - H i g h l a n d D S \ d w g \ H e a r t o f t h e R o c k i e s F o u r t h F i l i n g D r a w i n g s \ H e a r t o f t h e R o c k i e s F o u r t h F i l i n g . d w g X R E F S : D A T E : J a n 1 7 , 2 0 2 4 - 1 5 : 4 6 13 0 1 N O R T H C L E V E L A N D A V E N U E L O V E L A N D , C O L O R A D O 8 0 5 3 7 B U S . ( 9 7 0 ) - 6 6 9 - 0 5 1 6 CL I E N T : OFSHEET DRAWN BY: SCALE: PROJECT NO.: DATE: CHECKED BY: APPROVED BY: TI T L E : RE V I S I O N S : DA T E : BY : IN T E R M I L L L A N D S U R V E Y I N G , I N C . 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. 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. HATCH LEGEND: =Access and Emergency Access Easement =Drainage Easement =Utility Easement =Public Access Easement PREPARED BY AND ON BEHALF OF: INTERMILL LAND SURVEYING, INC. 1301 North Cleveland Avenue Loveland, Colorado 80537 P: (970) 669-0516 Steven John Stencel Colorado PLS No. 30462 HEART OF THE ROCKIES FOURTH SUBDIVISION BEING A REPLAT OF LOT 1, BLOCK 1, HEART OF THE ROCKIES SECOND SUBDIVISION ALONG WITH LOTS 1-4 INCLUSIVE, BLOCK 1; LOT 1, BLOCK 3; AND TRACT A, HEART OF THE ROCKIES THIRD 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 Lot 2, Block 1 4,429 S.F. Lot 1, Block 1 4,682 S.F.Lot 3, Block 1 4,429 S.F.Lot 4, Block 1 3,875 S.F. Lot 1, Block 2 27,861 S.F. Lot 1, Block 3 117,227 S.F. 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) N0 0 ° 0 0 ' 0 0 " E 5 5 1 . 2 5 ' 13-6-69 NE 1987 LS 12374 15' Utility & Drainage Easement N88°27'39"W 967.00' N 5 8 ° 1 5 ' 0 0 " W 1 7 6 . 0 0 ' S0 1 ° 3 2 ' 2 0 " W 3 4 1 . 0 0 ' 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 10 7 . 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 6 0 2 9 2 9 9 a n d P a r a g o n P o i n t P U D a n d R o a d B o o k R , P a g e 1 2 an 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 a n d H e a r t o f t h e R o c k i e s T h i r d S u b d i v i s i o n LE M A Y A V E N U E 107.5' 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 1 5 ' U t i l i t y & D r a i n a g e E a s e m e n t 2.5' wide Access Easement 2.5' wide Access Easement WESTBOURN CIRCLE COURTENAY CIRCLE EDGEWARE STREET BUCHANAN STREET Br i t t a n y K n o l l s P . U . D . No t A P a r t Br i t t a n y K n o l l s P . U . D . No t A P a r t Britt a n y K n o l l s P . U . D . Not A P a r t 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 Pa r a g o n P o i n t P . U . D . P h a s e F i v e No t A P a r t Eagle Tree Condominiums P.U.D. Not A Part Redeemer Lutheran, P.U.D. Not A Part 25.00' 2 5 . 0 0 ' 15' Utility & Drainage Easement Drainage Easement S 0 0 ° 0 0 ' 0 1 " W 1 5 3 . 9 8 ' S 0 3 ° 3 4 ' 2 2 " W 8 9 . 9 6 ' 2 8 ' 24' wide Public Access & Emergency Access Easement (shaded) 24' wide Public Access & Emergency Access Easement (shaded) 24' wide Public Access & Emergency Access Easement (shaded) 24' wide Public Access & Emergency Access Easement (shaded) 24' wide Public Access & Emergency Access Easement Rec. No. 20230042278 2 0 ' 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. 20230042279 6' wide Utility Easement 6' wide Utility Easement 30' 381.57' 40.09' 400.30' 50.86'25.16'78.96' S89°50'29"W 24.37' EC16 EC 1 7 S3 1 ° 4 4 ' 4 2 " W 8 1 . 4 1 ' EL 4 8 E L 4 7 EL4 6EL 4 5 EL 4 3 EL 4 2 EL 4 1 EL39 EL 3 8 E L 3 7 S3 1 ° 4 5 ' 0 0 " W 9 6 . 0 0 ' EL 5 0 EL 5 1 EL52 EL 5 3 EL54 EL 5 5 EL56 EL 5 7 EL58 EL 5 9 EL 6 0 EL61 EL 6 2 EL63 EL 6 4 EL65 EL66 E L 6 7 EL68 E L 6 9 S89°02'01"E 103.14' N 0 0 ° 0 0 ' 0 1 " E 1 0 4 . 1 2 ' S88°27'39"E 104.44' E L 8 7 EL86 E L 8 5 S88°27'39"E 103.71' E L 8 4 EL83 E L 8 2 S88°27'39"E 67.81' E L 8 1 EL80 E L 7 9 S88°27'39"E 162.94' E L 7 8 EL77 E L 7 6 S88°27'39"E 101.93' E L 7 5 EL74 E L 7 3 EL72 S 4 3 ° 2 7 ' 3 9 " E 46 . 6 3 ' EL71 N 4 3 ° 2 7 ' 3 9 " W 6 2 . 0 3 ' N 1 2 ° 4 7 ' 2 1 " E 1 7 0 . 5 7 ' S89°02'01"E 133.74' N 0 0 ° 0 0 ' 0 1 " E 1 3 1 . 9 6 ' S69 ° 3 0 ' 0 0 " E 9 4 . 0 5 ' EL 3 6 S5 8 ° 1 5 ' 0 0 " E 1 9 0 . 8 8 ' EL 3 5 E L 3 4 S1 2 ° 4 7 ' 2 1 " W 1 5 3 . 4 3 ' EL33 N88°27'39"W 273.32'E L 3 2 EL31 E L 3 0 EL29 E L 2 8 EL27 E L 2 6 E C 2 4 E C 2 5 S 0 1 ° 3 2 ' 2 1 " W 9 7 . 6 5 ' EC26 EC27 N 0 1 ° 3 2 ' 2 1 " E 9 7 . 6 9 ' EC28 S88°27'39"E 170.76' EC29EC 3 0 E C 3 1 E C 3 3 N3 1 ° 4 5 ' 0 0 " E 8 4 . 0 0 ' EC 4 1 S88°27'39"E 544.70'EC40 EC 3 9 E C 3 8 E C 3 7 N5 8 ° 1 5 ' 1 7 " W 1 7 6 . 1 5 ' EC3 6 EC34 S88°27'39"E 288.93' S 0 1 ° 3 2 ' 2 1 " W 9 7 . 6 5 ' EL24 N 4 3 ° 2 7 ' 3 9 " W 9 4 . 5 2 ' N88°27'39"W 629.27' E L 2 5 1 2 2 . 9 6 ' E L 7 EC 1 4 S88°27'39"E 45.47'S 4 3 ° 2 7 ' 3 9 " E 3 3 . 9 4 ' S 0 1 ° 3 2 ' 2 1 " W 3 6 . 5 6 ' S 4 3 ° 2 7 ' 3 9 " E 7 0 . 1 3 ' N90°00'00"E 26.90' 18' wide Drainage Easement (hatched) 18' wide Drainage Easement (hatched) N 6 2 ° 1 5 ' 5 6 " W 4 4 . 0 3 ' E L 8 E C 1 8 E C 1 9 N5 8 ° 1 5 ' 1 7 " W 1 7 6 . 1 6 ' EC2 0 EC15 10' 15' wide Utility & Drainage Easement S 0 0 ° 0 0 ' 0 1 " W 1 2 7 . 1 4 ' 3 6 . 2 7 ' 7 . 5 5 ' 12.5' wide Public Access Easement (see detail) EL 4 S3 1 ° 4 5 ' 0 0 " W 8 4 . 0 0 ' S3 1 ° 4 5 ' 0 0 " W 9 6 . 0 0 ' S3 1 ° 4 5 ' 0 0 " W 9 6 . 0 0 ' S3 1 ° 4 5 ' 0 0 " W 8 4 . 0 0 ' S31°44'43"W 20.00 N31°44'43"E 20.00' 10 ' U t i l i t y & D r a i n a g e Ea s e m e n t S3 1 ° 4 5 ' 0 0 " W 97 . 2 1 ' S3 1 ° 4 5 ' 0 0 " W 10 3 . 6 9 ' 12 . 5 ' w i d e P u b l i c Ac c e s s E a s e m e n t S5 8 ° 1 5 ' 1 7 " E 1 7 5 . 9 5 ' 7 6 . 0 0 ' 2 2 . 9 9 ' 4. 9 9 ' 4. 3 2 ' 2 0 . 0 0 ' 1 6 . 5 0 ' 3. 5 2 ' 3. 6 8 ' Tract A Future Development 275,399 Square Feet or 6.32 Acres Te m p o r a r y G r a d i n g E e a s e m e n t de d i c a t e d b y s e p a r a t e d o c u m e n t Re c . N o . 20' Utility Easement Rec. No. 19990051465 to remain 24' wide Public Access Easement S88°29'52"E 95.99'EC21 N 0 1 ° 3 2 ' 2 0 " E 4 9 . 2 6 ' EC 2 2 EC 2 3 N 2 2 ° 0 3 ' 2 0 " W 9 7 . 0 1 ' 24' Public Access & Emergency Access Easement EC 4 2 S88°27'39"E 114.12' S 0 1 ° 3 2 ' 2 1 " W 4 6 . 7 7 ' E L 9 S88°27'39"E 47.91' N2 7 ° 0 0 ' 0 0 " E 1 4 2 . 4 4 ' N 6 3 ° 0 0 ' 0 0 " W 7 7 . 7 4 ' N 0 3 ° 2 9 ' 0 2 " E 1 5 5 . 3 9 ' 1 5 ' 20' 2 0 ' 4 0 ' 15 ' N87°07'28"W 149.07' EL93 EL10 EL11 EL12 EL13 EL14EL15 E L 1 6 EL17E L 1 8 EL19 E L 2 0 S88°27'39"E 382.50' E L 2 1 EL22 EL23 S88°27'39"E 190.16' S 4 3 ° 2 7 ' 3 9 " E 9 8 . 6 7 ' 9' Utility & Drainage Easement 10' Utility & Drainage Easement 9' Utility & Drainage Easement Rec. No. 19990051465 to remain EL 5 EL 6 4 3 . 7 1 ' 13' L=154.09' 12'12' 12'12' E C 3 2 N5 8 ° 1 5 ' 1 7 " W 1 0 0 . 1 6 ' N3 1 ° 4 5 ' 0 0 " E 8 4 . 0 0 ' EC3 5 20' S 2 2 ° 0 3 ' 2 0 " E 1 5 0 . 5 2 ' S67°56 ' 4 0 " W 2 0 . 0 0 ' S 2 2 ° 0 3 ' 2 0 " E 1 4 9 . 9 2 ' N88°27'39"W 303.50' EL 4 4 EL 4 0 E L 4 9 S5 8 ° 1 4 ' 5 8 " E 4 3 . 5 7 ' EL70 Block 2 Heart of the Rockies Third Subdivision Not A Part EL89 E C 4 8 EL90 EC49 EL88 E C 5 5 E L 9 1 EC56 EL 9 2 10' Maintence Easement 7' Maintenance Easement 5' Drainage Easement 115.07' S01°32'21"W 20.00' N88°27'39"W 26.28' FCLWD Easement E L 9 4 EL95 E L 9 6 Drainage Easement EL101 E L 9 8 EL97 N 6 2 ° 4 3 ' 1 0 " W 6 3 . 8 3 ' S67°48 ' 5 5 " W 27.8 3 ' N 2 2 ° 1 1 ' 0 5 " W 3 5 . 9 9 ' N67°48 ' 5 5 " E 23.88 ' N87°04'31"E 85.04' 1 8 . 4 9 ' P-21-9132 3 3 Heart of the Rockies Fourth Subdivision - Final Plat 1" = 40' 2023.11.14 SJS SJS LHB He a r t o f t h e R o c k i e s F o u r t h S u b d i v i s i o n L1 , B 1 , H e a r t o f t h e R o c k i e s 2 n d S u b a l o n g w i t h L 1 - 4 , B 1 ; L 1 , B 3 ; a n d T r a c t A ; He a r t o f t h e R o c k i e s 3 r d S u b , C i t y o f F o r t C o l l i n s Hi g h l a n d D e v e l o p m e n t S e r v i c e s , I n c . 63 5 5 F a i r g r o u n d s A v e n u e , S u i t e 1 0 0 Wi n d s o r , C o l o r a d o 8 0 5 5 0 DW G : \ \ h a l \ p r j \ P - 9 1 3 2 - H i g h l a n d D S \ d w g \ H e a r t o f t h e R o c k i e s F o u r t h F i l i n g D r a w i n g s \ H e a r t o f t h e R o c k i e s F o u r t h F i l i n g . d w g X R E F S : D A T E : J a n 1 7 , 2 0 2 4 - 1 5 : 4 6 13 0 1 N O R T H C L E V E L A N D A V E N U E L O V E L A N D , C O L O R A D O 8 0 5 3 7 B U S . ( 9 7 0 ) - 6 6 9 - 0 5 1 6 CL I E N T : OFSHEET DRAWN BY: SCALE: PROJECT NO.: DATE: CHECKED BY: APPROVED BY: TI T L E : RE V I S I O N S : DA T E : BY : IN T E R M I L L L A N D S U R V E Y I N G , I N C . 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. =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. HATCH LEGEND: =Access and Emergency Access Easement =Drainage Easement =Utility Easement =Public Access Easement DETAIL A Scale: 1" = 20' PREPARED BY AND ON BEHALF OF: INTERMILL LAND SURVEYING, INC. 1301 North Cleveland Avenue Loveland, Colorado 80537 P: (970) 669-0516 Steven John Stencel Colorado PLS No. 30462 HEART OF THE ROCKIES FOURTH SUBDIVISION BEING A REPLAT OF LOT 1, BLOCK 1, HEART OF THE ROCKIES SECOND SUBDIVISION ALONG WITH LOTS 1-4 INCLUSIVE, BLOCK 1; LOT 1, BLOCK 3; AND TRACT A, HEART OF THE ROCKIES THIRD 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