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HomeMy WebLinkAbout91124 LAND SURVEY PLAT C-9 68 - Filed LSP-LAND SURVEY PLATS - 2013-04-19/Z17-9 IZoiZ ,eee # zo/2oo43& l2 LAND SURVEY PLAT A TRACT OF LAND LOCATED IN SECTION 24, a TOWNSHIP 11 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN; COUNTY OF LARIMER, STATE OF COLORADO N89'59'53'E 2613.33'mm�7 NW COR. SEC. 24 FD. NO. 6 REBAR WITH 2-1/2" ALUM. CAP, STAMPED LS 17497 LEGAL DESCRIPTION THE EAST HALF OF THE NORTHEAST QUARTER, THE NORTH HALF OF THE SOUTHEAST QUARTER, AND THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24, T11N, R69W OF THE SIXTH PRINCIPAL MERIDIAN; COUNTY OF LARIMER, STATE OF COLORADO. CONTAINING 197.496 ACRES MORE OR LESS BASIS OF BEARINGS STATEMENT CONSIDERING THE NORTH LINE OF SECTION 24 TO HAVE AN ASSUMED BEARING OF N89'59'53"E, WITH THE ENDS OF SAID LINE BEING MONUMENTED AS SHOWN HEREON, AND WITH ALL OTHER BEARINGS SHOWN HEREON RELATIVE THERETO. SURVEYOR'S STATEMENT I, JOHN STEVEN VON NIEDA, A PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY STATE THAT THIS LAND SURVEY PLAT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT IT IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF. JOHN STEVEN VON NIEDA °s," COLORADO PROFESSIONAL LAND SURV LLANo NO. 31169 NOTES 1. ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS OF THE DATE ON WHICH YOU FIRST DISCOVERED SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED ON ANY DEFECT OF THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 2. FOR ALL INFORMATION REGARDING OWNERSHIP AND EASEMENTS OR RIGHTS OF WAY OF RECORD, THE SURVEYOR RELIED UPON TITLE POLICY NO. LTG125103838 ISSUED BY LAND TITLE GUARANTEE COMPANY DATED NOVEMBER 22, 2011 AT 5:00 P.M. THIS DOES NOT CONSTITUTE A TITLE SEARCH BY THE SURVEYOR OR THE CITY OF FORT COLLINS. 3. THE LINEAR UNIT USED IN THIS SURVEY IS THE U.S. SURVEY FOOT. 4. G.L.O RECORDS INDICATE THAT THIS STONE IS A WITNESS CORNER TO THE 1/4 CORNER, SET ONE CHAIN (66 FEET) NORTH OF THE QUARTER CORNER. TOPO CALLS IN THE G.L.O. RECORD AND DISTANCES TO THE NW AND SW CORNERS OF SECTION 24 AFFIRM THIS LOCATION. 5. THE POSITION OF THE EAST QUARTER CORNER OF SECTION 24 WAS RE-ESTABLISHED AT EQUAL DISTANCES FROM THE NORTHEAST AND SOUTHEAST CORNERS OF THE SECTION ON THE LINE OF THE FENCE THAT RUNS NORTH -SOUTH. 6. THE POSITION OF THE SOUTH QUARTER CORNER OF SECTION 24 WAS RE-ESTABLISHED AT EQUAL DISTANCES FROM THE SOUTHWEST AND SOUTHEAST CORNERS OF THE SECTION ON THE LINE OF THE FENCE THAT RUNS EAST -WEST. THE ORIGINAL G.L.O NOTES CALL OUT 40.00 CHAINS TO THE CENTER OF A DEEP RAVINE, WHICH THE RE-ESTABLISHED POSITION FOR THE QUARTER CORNER AGREES WITH THIS CALL. 7. THE LOCATION OF THE RAILROAD GRADE WAS BASED IN PART ON FIELD OBSERVATIONS AND IN PART ON RECENT (2010) AERIAL PHOTOGRAPHY. THE COLORADO CENTRAL RAILROAD WAS CONSTRUCTED IN 1877 AND ABANDONED IN 1890. DUE TO ITS EARLY ABANDONMENT, THERE APPEAR TO BE NO SURVIVING RAILROAD RECORDS OR MAPS THAT TIE THE LOCATION OF THE RAILROAD TO SECTION/QUARTER SECTION MONUMENTS. (,I ACKERMAN FAMILY FARMS AND RANCHES, I REC. NO. 2007DO24343 DO fl o _ N8959'01"E _ II ro a 1306.36' rn W a ACKERMAN LAND AND LIVESTOCK CO., REC. NO. 94023992 GRAPHIC SCALE I WITNESS CORNER TO W 1/4 COR. SEC. 24 300 0 150 300 600 FD. 4"X5"X12" STONE WITH "1/4" CHISELED ON I INCH =300 FEET WEST FACE. (SEE NOTE 4) 6.00' N89'58'16"E 1305.97' ACKERMAN LAND AND LIVESTOCK CO., REC. NO. 94023992 _ N89'49'57"E _ 1306.53' III ACKERMAN LAND AND LIVESTOCK CO., REC. NO. 94023992 SW COR. SEC. 24 FD. NO. 6 REBAR WITH 2-1/2" ALUM. CAP STAMPED LS 31169 J FENCE CNR. LIES 1.4V AND 49.6'N OF MONUMENT N9� I CW 1/16 COR. SEC. 24 SET 30" LONG NO. 6 REBAR WITH 2-1/2- ALUM. CAP STAMPED LS 31169 FENCE CNR. UES 45.1'E MID 50.YN OF MOMMIENT R %— SW 1/16 COR. S SECS. 13 k 24 SET 30" LONG NO. 6 REBAR WITH 2-1/2" ALUM. CAP STAMPED LS 31169 I z u $ ACKERMAN LAND AND LIVESTOCK CO., AID REC. NO. 94023992 Ol W � I C I T Y O F F 0 R T C 0 L L I N S (REC. NO. 20060015768) B A S I S O F B E A R I N G S (NORTH LINE OF SECTION 24) N89'59'53"E --- �j`356.67 N 1/4 COR. SEC. 24 SET 30" LONG NO. 6 REBAR WITH 2-1/2" ALUM. CAP STAMPED LS 31169 I FENCE CNR. E 1 j16 COR.R LIES 34.8V SECS. 13 & 24 AND 35.6'S SET 30" LONG NO. OF MONLIMENt 6 REBAR WITH % 2-1/2" ALUM. CAP STAMPED LS 31169 NI 0 N �I W T" ? S89'59'04"W _ 1307.78' On O � G r A, lb Oo�y1 60 00 ti O 2 L G I FENCE FENCE UES 33.0'N OF MONUMENT % %—\lon. C 1/4 COR. SEC. 24 SET 30" LONG NO. 6 REBAR WITH 2-1/2" ALUM. CAP STAMPED LS 31169 Iz u 8IJ a w If APPARENT FENCE INTERSECTION LIES 34.5'E AND 9.9'S OF MONUMENT CS 1/16 COR. NI SEC. 24 % SET 30" LONG NO. / REBAR WITH 2-1/2" ALUM. CAP I6 STAMPED LS 31169 % o zl / ffiim cNR. NE COR. SEC. 24 UES D.t'W FD. NO. 6 REBAR WITH / � 5'S 2-1/2" ALUM. CAP MONUMENT STAMPED LS 14823 AT / INTERSECTION OF FENCES FROM EAST AND NORTH II It II / 11 11 / 11` / a of 11 / N IIv o IIA / W o r 1! " FENCE UES "' S89'59'04"W / tMONUMENT \rQ V OF _ NE 1/16 COR. SEC. 24 1307.78 .� N 1/16 COR. \D\ t14F MONUMENT SET 30" LONG NO. 6 SECS. 19 6 24 REBAR WITH 2-1/2" / SET 30' LONG NO. I ALUM. CAP STAMPED LS 6 REBAR WITH 31169 2-1/2' ALUM, CAP STAMPED LS 31169 0 / z rn O / J O / mO o j W NO '1 ° N rn Cil J�CID:/ TO W (V N -4 N / o0 4 O r O � r o — FENCE CNR. Z LIED 7.5VFENCE AND 16.4'N 1&4' r ES t 2'W OFF N a _ OF MONUMENT S89'58'16"W CE 1/16 COR. SEC. 24 1308.90' SET 30" LONG NO. 6 REBAR WITH 2-1/2" ALUM. CAP STAMPED LS 31169 o ACKERMAN FAMILY FARMS AND RANCHES, olN " REC. NO. 20070024343 / I % I CENTER / I RAVINE / 'S 1/4 COR. SEC. 24 SET 30" LONG NO. 6 REBAR / WITH 2-1/2" ALUM. CAP STAMPED LS 31169 SE 1/16 COR.'__' SEC 24 SET 30" LONG NO. 6 REBAR WITH 2-1/2" ALUM. CAP STAMPED I LS 31169 z (Aoo ACKERMAN FAMILY FARMS AND RANCHES, + I s3 REC. NO. 20070024343 DO N I i N f 8"W 2614.23' REVISIONS: DATE: "DESIGNED BY: DRAWN BY: "APPROVED BY: " CITY OF FORT COLLINS, COLORADO city of I Jsv Jsv SCALE: DATE CHECKED BY: Land Survey Plat - Section 24, Twp 11 N., Rg. 69 W. ENGINEERING DIVISION Engineering 1"=30010-30-12 . JAC MOIIUMEN'r E 1/4 COR. SEC. 24 SET 30" LONG NO. 6 REBAR WITH 2-1/2- ALUM. CAP STAMPED LS 31169 m FENCE LIED 0.5' E OF MONUMENT S 1/16 COR. SECS. 19 & 24 SET 30" LONG NO. 6 REBAR WITH 2-1/2" ALUM. CAP STAMPED LS 31169 FENCE CNR. LIES 0.9'W AND 0.4'14 OF IIV�%— SE COR. SEC. 24 FD. NO. 4 REBAR, NO CAP REPLACED WTiH 30" LONG NO. 6 REBAR WITH 2-1/2" ALUM. CAP STAMPED LS 31169 1 OF 1 C - 9 6