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b ; At 601
<br /> NORTH 1/4 CORNER OF SECTION 21, M V N V E 7T D LAND SURVEY PLAT
<br /> T11S, P73W FND 2.5" BRASS G.L.O. CAP
<br /> Oki 1" IRON PIPE ±1.0' ABOVE GROUND I PART OF THE SE 1 /4 OF SECTION 21 ,
<br /> TOWNSHIP 11 SOUTH, RANGE 73 WEST OF THE 6TH P. M .
<br /> 0 COUNTY OF PARK, STATE OF COLORADO
<br /> o ® SHEET 1 OF 1
<br /> a i o LEGAL DESCRIPTION:
<br /> N C7 EAST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 21,
<br /> `! TOWNSHIP 11 SOUTH, RANGE 73 WEST OF THE 6TH P.M.
<br /> N
<br /> SIN
<br /> I °l y D5 LEGAL DESCRIPTION: 9 ACRE PARCEL
<br /> al PART OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4
<br /> OF SECTION 21, TOWNSHIP 11 SOUTH, RANGE 73 WEST OF THE 6TH P.M.,
<br /> COUCNTY R B OF AS RK, STATE OF COLORADO, BEING MORE PARTICULARLY
<br /> DESI COMMENCING AT THE SOUTHEAST CORNER OF SAID SEC11ON 21, SAID POINT
<br /> BEING .A 2.5" BRASS G.L.O CAP ON A 2" IRON PIPE; THENCE FOLLOWING
<br /> ALONG THE SOUTHERLY LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 21
<br /> N89056'00"W, 2638.52 FEET (2641.32') TO THE SOUTH 1/4 CORNER OF SAID
<br /> SECTION 21 AND FORMING THE BASIS OF BEARING FOR THE FOLLOWING
<br /> r I LEGAL DESCRIPTION SAID POINT BEING A 2.5" BRASS G.L.O CAP ON A 1"
<br /> i IRON PIPE; THENCE LEAVING SAID SOUTHERLY LINE N45"02'42"E, 1861.52
<br /> FEET MORE OR LESS TO THE SOUTHEAST 1/16 CORNER OF SAID SECTION
<br /> 21, SAID POINT BEING THE POINT OF BEGINNING, SAID POINT ALSO BEING A
<br /> WEST 1/4 CORNER OF SECTION 21, CENTER 1/4 CORNER OF SECTION 21, I NO. 5 REBAR WITH 2" ALUMINUM CAP LS NO. 23518; THENCE FOLLOWING
<br /> T11S, R73W FND 2.5" BRASS G.L.O. CAP I T11S, R73W SET NO. 6 REBAR WITH EAST 1/4 CORNER OF SECTION 21, p
<br /> ON 1" IRON PIPE ±8" ABOVE GROUND T11S, R73W FND 2.5" BRASS G.L.O. CAP ALONG THE SOUTHERLY LINE OF THE NORTHWEST 1/4 OF THE SOUTHEAST
<br /> I ±6 ALUMINUM CAP LS NO. 23518 (N89'' "E 26 ,40') 1/4 OF SAID SECTION 21, N89°53'52"W, 462.31 FEET TO A NO. 5 REBAR
<br /> r �� r t5" ABOVE GROUND IN STONE MOUND S89°51 '44"E 26,4.0.18" ON 1' IRON PIPE 2.0" ABOVE 2.0' TALL /
<br /> N89 51 44 W 2640.55 - - STONE MOUND WITH 1.25" ORANGE PLASTIC CAP LS NO. 23518; THENCE LEAVING SAID
<br /> (N89'58'30"W 2641.70') 660.05' -' E 1 CORNER ' " ' - SOUTHERLY LINE N18°34'53"W, 622.89 FEET MORE OR LESS TO A NO. 5
<br /> 660.05 - /16 coRn Y S89 51 44 E 1320.09 REBAR WITH 1.25 ORANGE PLASTIC CAP LS NO. 23518 ON THE WESTERLY
<br /> I LINE OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4
<br /> OF SAID SECTION 21; THENCE FOLLOWING ALONG SAID WESTERLY LINE
<br /> E 1 NOO°05'35"W 64.44 FEET TO A NO. 5 REBAR WITH 1.25" ORANGE PLASTIC
<br /> 1 I ( � CAP LS NO. 23518; THENCE LEAVING SAID WESTERLY LINE S89'53'52"E,
<br /> NW 1 /4 I 1 552.43 FEET TO A NO. 5 REBAR WITH 1.25 ORANGE PLASTIC CAP LS NO.
<br /> LGENLEGEND I I N69°55'44"E I I O 23518; THENCE N16°20'14"E 280.56 FEET TO A NO. 5 REBAR WITH 1.25"
<br /> w� * �O ORANGE PLASTIC CAP LS NO. 23518; THENCE N69'55'44"E, 30.00 FEET
<br /> SET NO. 5 REBAR
<br /> W/21. 8 ORANGE Z Z �7 1 / ,^�'� I sj MORE OR LESS TO A NO. 5 REBAR WITH 1.25" ORANGE PLASTIC CAP LS
<br /> UNLESS OTHERWISE NOTED I O lAT /2 00 Y^a' � 00 i W N0. 23518 ON THE EASTERLY LINE OF THE NORTHWEST 1/4 OF THE
<br /> �p SET NO. 5 REBAR W/ ALUMINUM 10
<br /> dY O SEC 21 IS
<br /> o I SOUTHEAST 1/4 OF SAID SECTION 21; THENCE FOLLOWING ALONG SAID
<br /> CAP LS NO. 23518 -4" A.G. UNLESS 10) N �4 w f19.95 ACRES O EASTERLY LINE S00°05 02 E, 934.22 FEET MORE OR LESS TO THE POINT OF
<br /> OTHERWISE NOTED N O BEGINNING. SAID PARCEL CONTAINING 9.0 ACRES MORE OR LESS.
<br /> 41 CALCULATED CORNER I a E 1 /4
<br /> (l1 N —, I
<br /> `t �+ NOTES:
<br /> FND SECTION MONUMENT AS NOTED I S` S89°5352"E 552.4 c� 1 1) BEARING BASIS FOR THIS SURVEY IS N89°56'00"W, 2638.52' (2641.32')
<br /> AA —' SEC C 21 —' ' J BETWEEN THE SOUTHEAST CORNER OF SECTION 21, TOWNSHIP 11 SOUTH,
<br /> A.G. DENOTES MONUMENT ABOVE GROUND I 64.44 I RANGE 73 WEST OF THE 6TH P.M. SAID POINT BEING 2.5" GENERAL LAND
<br /> B.G. DENOTES MONUMENT BELOW GROUND �I J (0 0)
<br /> I . I p OFFICE BRASS CAPS ON 2" IRON PIPE AND THE SOUTH 1/4 CORNER OF SAID
<br /> FWu DENOTES MONUMENT FLUSH WITH GROUND I C� NO I Cp. �ra CA p SECTION 21 SAID POINT BEING A 2.5" GENERAL LAND OFFICE BRASS CAP
<br /> �' N A ON 1" IRON PIPE.
<br /> r k� 2) BEARINGS AND DISTANCES IN ( ) ARE THOSE TAKEN FROM THE
<br /> INDEPENDENT RESURVEY OF TOWNSHIP NO. 1.1 SOUTH, RANGE NO. 73 WEST OF
<br /> 6TH PRINCIPAL MERIDIAN, COLORADO PERFORMED BY THE U.S. GENERAL LAND
<br /> Z I I I OFFICE DATED JANUARY 10, 1923 WHEN DIFFERENT FROM ACTUAL
<br /> �'� (/) MEASUREMENTS.
<br /> z O ( I N 0 3) .A TITLE SEARCH WAS NOT CONDUCTED BY THIS OFFICE.
<br /> 0) 1 I � Cy 4) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT.
<br /> W 5) BURIED UTILITIES AND/OR PIPE LINES ARE SHOWN PER VISIBLE SURFACE
<br /> o I I N89°53'52"W 1319.68' I EVIDENCE OR AS-BUILT DRAWINGS OF THE CONSTRUCTED UTILITY LINES. IF ANY
<br /> 659.84 _ _ - 462.31 - - _ - - 00 UNDERGROUND UTILITY LOCATIONS ARE REQUIRED, THEY WILL HAVE TO BE
<br /> h-i VERIFIED BY FIELD POT HOLING THE UTILITIES. ADVANCED SURVEYING SERVICES
<br /> 659.84 P. INC. AND THE SURVEYOR OF RECORD SHALL NOT BE LIABLE FOR THE LOCATION
<br /> I I 1 aNj OF OR THE FAILURE TO NOTE THE LOCATION OF NON-VISIBLE UTILITIES.
<br /> Q 0) /'� SE 1/16 CORNER OF SECTION 21, T11S,.
<br /> �� tO C4 1 ``'� • " ' " �� i R73W SET NO. 5 REBAR WITH 2" I (,J 6) DATE OF FIELD WORK 06/17/14-06/25/14.
<br /> N89 53 52 W 1319.68 ( ALUMINUM CAP LS NO. 23518 t6" A.G. 7) THE 9 ACRE PARCEL REFEREED TO ON THIS SURVEY IS FOR STATE OF
<br /> T� N IN STONE MOUND O COLORADO PURPOSES ONLY AND IS NOT A SUBDIVISION OF LAND, NOR IS IT
<br /> A TRANSFER OF PROPERTY.
<br /> I I h
<br /> I I I
<br /> Z I I COUNTY' SURVEYOR'S CERTIFICATE
<br /> I
<br /> O I O I DEPOSITED THIS ------ DAY OF ------------ 2012, AT ____.M., IN BOOK
<br /> I O �} I O I OF THE
<br /> 00j CrI COUNTY SURVEYOR'S PLATS/RIGHT-OF-WAY SURVEYS AT PAGE ___, RECEPTION
<br /> 0 (,4I NO. --------
<br /> 01 9 IN ACCORDANCE WITH CRS 13-80-105.3 "NOTICE: ACCORDING TO COLORADO LAW YOU MUST
<br /> I %ttti�
<br /> CO COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
<br /> O7� L4 J AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY h� I v I DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE
<br /> c m CERTIFICATION SHOWN HEREON".
<br /> 200' 100' 0 200' 400' I 0)
<br /> NOTICE: ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY
<br /> I MONUMENT, OR LAND BOUNDARY MONUMENT OR ACCESSORY, COMMITS A CLASS 2 MISDEMEANOR
<br /> SCALE: 1 200
<br /> PURSUANT TO STATE STATUTE 18-4-508 C.R.S.
<br /> =
<br /> I p p SURVEYOR'S CERTIFICATE
<br /> SOUTHEAST CORNER OF SECTION 21, I, DAMES WAITER ROGERS, BEING A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO,
<br /> SOUTH 1/4 CORNER OF SECTION 21, I ON 2"R73W FIND IRON PIPE 65 ABOVES2 0' ITALL CAP
<br /> � FORSSCOTT18WESTT ON HEREBY E 17, 2014I, AND TFY THAT HAT HIS ISTAADTRUE LAND
<br /> ANDSURVEY
<br /> ACCURATE SURVEY PREPARED
<br /> OPTHE
<br /> T11S, R73W FND 2.5" BRASS G.L.O. CAP I I ROCK MOUND BEST 01 MY KNOWLEDGE AND BELIEF.
<br /> ON 1" IRON PIPE ±1.0' ABOVE GROUND I I
<br /> 1319.26' - --- -- - 1319.26 J-----WALTER------RO---
<br /> GER-----S ---
<br /> BEARING BASIS AES
<br /> P.R_L.S. #23518
<br /> N89056'00"W 2638.52' 1 SECTION 27
<br /> SECTION 28 W 2641.326i(N89'5 '00" ') ( }AADE /N DESIGNED BY: LR REVISIONS
<br /> ADVANCED SURVEYING SERVICES INC. ASSI LO, CHECKED BY: JB NO, DESCRIPTION DATE BY
<br /> LAND SURVEYORS + P.O. X 841
<br /> 5TWEL G°EVERGREEN, CO 80437 DRAWN BY: LR
<br /> T>yE U,S.a (303) 674-0099
<br /> Date: 06/17/13 Job No. E-14-1026 FAX 303 674-0099 DRAWING NAME: C:\PROJECTS\E141026.DWC
<br />
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