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Home My WebLink AboutTIMBER LARK ANNEXATION - ANX210003 - SUBMITTAL DOCUMENTS - ROUND 2 - ANNEXATION DOCUMENTS(R) WEST 473.48' (M) N89°55'35"W 473.60'S. TIMBERLINE ROAD(PUBLIC ROW VARIES)FND #4 REBAR NO CAP FND #4 REBAR W/OPC, ILLEGIBLE BEARS N00°03'41"E, 0.73' FROM PROPERTY LINE (NOT ACCEPTED, DISTURBED) FND #4 REBAR NO CAP FND #4 REBAR W/YPC, LS 31169 FND #4 REBAR W/YPC, LS 31169 FND #4 REBAR W/YPC, LS 31169 FND #4 REBAR W/YPC, LS 31169 FND #4 REBAR W/YPC, LS 31169 FND #4 REBAR W/YPC, LS 31169 FND #4 REBAR W/YPC, LS 31169 FND #4 REBAR W/YPC, LS 31169FND #4 REBAR W/YPC, LS 31169 FND #4 REBAR W/YPC, LS 31169 FND #4 REBAR W/YPC, LS 31169 FND #4 REBAR W/YPC, LS 31169 FND #4 REBAR NO CAP FND NAIL & BRASS TAG, LS 28286 FND NAIL & BRASS TAG, W.C.FND #4 REBAR NO CAP FND #4 REBAR NO CAP FND #4 REBAR NO CAP FND #4 REBAR W/OPC, LS 25372 BEARS N00°03'41"E, 1.15' FROM PROPERTY LINE (NOT ACCEPTED, DISTURBED) FND #4 REBAR W/OPC, LS 25372 BEARS N00°03'41"E, 1.47' FROM PROPERTY LINE (NOT ACCEPTED, DISTURBED) SOUTHEAST CORNER SECTION 7-T6N-R68W 31 4" ALUMINUM CAP IN MONUMENT BOX PLS 16847 EAST 1/4 CORNER SECTION 7-T6N-R68W 31 4" ALUMINUM CAP ON #6 REBAR, LS 34995 ANNEXATION AREA 1,532,128 sq. ft. 35.173 ac.(R) N00°25'W 695.01'(M) N00°16'28"W 695.56'(R) EAST 2488.16' (M) S89°54'13"E 2487.85' (M) S00°10'54"W 234.15' (R) SOUTH 235.00' (M) N89°55'33"W 423.01' (R) WEST 423.48'(M) S00°08'03"W 459.97'(R) SOUTH 460.00'(M) N89°56'19"W 2059.68' (R) WEST 2059.56'UNION PACIFIC SOUTH4TH ANNEXATIONKEATING ANNEXATION NO. 2 WESTCHASE ANNEXATION NO. 1(REC. NO. 2002000261)116.84'523.54'54.91'107.89'108.07'165.25'55.22'379.93'329.10'111.95'111.92'56.00'75.09'68.41' S89°53'53"E 50.00' (TIE) S89°53'53"E 50.33' (TIE)N00°06'07"E 2615.81'UNINCORPORATED UNINCORPORATED 1296.42'234.15'UPRR 300' ROWFND #4 REBAR W/OPC, ILLEGIBLE (TRACT B OF EXEMPTION PLAT RECORDED IN BOOK 2113, PAGE 1682)459.94'(R) NORTH 624.80'(M) N00°06'07"E 625.29'POINT OF BEGINNING ROW DEDICATED BOOK 2117, PAGE 226 Sheet Of 1 SheetTIMBER LARK ANNEXATIONNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon.ENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comNORTH TO THE CITY OF FORT COLLINS A TRACT OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO TIMBER LARK ANNEXATION 1 S7-T6N-R68WLARIMER COUNTY, COLORADOSURVEYOR'S STATEMENT I, Robert C. Tessely, a Colorado Registered Professional Land Surveyor do hereby state that this map of land proposed to be Annexed to the City of Fort Collins, County of Larimer, State of Colorado was prepared under my direct supervision from existing documents of record, and that the same is true and correct to the best of my knowledge, information and belief. I further state that not less than one-sixth of the perimeter of the area proposed to be annexed is contiguous to the boundary line of the City of Fort Collins, County of Larimer, State of Colorado Robert C. Tessely Colorado Registered Professional Land Surveyor No. 38470 For and on behalf of Northern Engineering Services, Inc. DESCRIPTION: A tract of land situate in the SE ¼ of Section 7, Township 6 North, Range 68 West of the 6th P.M., Larimer County, Colorado, which considering the East line of the said SE ¼ as bearing North and South and with all bearings contained herein relative thereto is contained within the boundary lines which begin at a point which bears N 624.80 feet, and again West 473.48 feet from the SE corner of said Section 7 and run thence West 2059.56 feet to a point on the East line of the Union Pacific Railroad; thence along said East line N 0°25’ W 695.01 feet; thence East 2538.16 feet to a point on the East line of the said SE ¼; thence S 235.00 feet along the said East line; thence West 473.48 feet; thence South 460.00 feet to the Point of Beginning, County of Larimer, State of Colorado EXCEPT that portion dedicated as a public highway in Deed of Dedication recorded May 27, 1981 in Book 2117 at Page 226, Larimer County records. The above described tract of land contains 1,532,128 square feet or 35.173 acres, more or less, and is subject to all easements and rights-of-way now on record or existing. ANNEXATION: Total Perimeter ................................................ 6360.22 feet Contiguous Boundary ...................................... 3417.55 feet Minimum Contiguous Feet Required .............. 1060.04 feet INDICATES CURRENT CITY OF FORT COLLINS BOUNDARY LINE = APPROVED: This plat to be known as TIMBER LARK ANNEXATION to the City of Fort Collins, County of Larimer, State of Colorado by Ordinance No. , passed and adopted on final reading at a regular meeting of the City Council of Fort Collins, Colorado held on the day of , 20 . . City Clerk APPROVED AS TO FORM: _______________________________________________ City Engineer NOTES: 1) This plat and description show the boundary of the area to be annexed to the City of Fort Collins. the plat and description were prepared using existing Annexation Maps, Deeds and the City of Fort Collins section corner database. The section corner database is based upon the City of Fort Collins coordinate base. The existing bearings and distances as shown on the previously recorded Annexation Plats and Deeds have been changed to facilitate closure with the current city section corner database. 2) The Basis of Bearings is the East line of the Southeast Quarter of Section 7, Township 6 North, Range 68 West of the 6th P.M. as bearing North 00°06'07" East, and monumented as shown on drawing. 3) The lineal unit of measure for this survey is U.S. Survey Feet. DRAF T 11-3-2 1 VICINITY MAP NORTH S. TIMBERLINE RD.E. TRILBY RD. SITE LEGEND BOUNDARY LINE PROPERTY LINE FOUND PROPERTY CORNER AS DESCRIBED SECTION LINE FOUND SECTION CORNER AS DESCRIBED RIGHT-OF-WAY LINE MEASURED BEARING/DISTANCE(M) RECORDED BEARING/DISTANCE(R)S:\Survey Jobs\698-004\Dwg\Annexation\698-004 ANNEXATION.dwg, 11/3/2021 9:31:50 AM, 1:1