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LEGEND
<br />INDICATES FOUND MONUMENT AS SHOWN
<br />/9 INDICATES FOUND CONC.
<br />HIGHWAY MONUMENT
<br />O INDICATES SET NO. 5 REBAR
<br />AND 1 1/2" ALUM. CAP,
<br />LS 11944 NE1 /4NE1 /4SE1 /4SW1 /4
<br />\` D= 1'58'11"
<br />R= 5680.00 0.26 AC.
<br />` L= 195.28
<br />\ C =N58'3 195.27
<br />\\ S 888'*2121 '23" FOUND N0. 5 REBAR AND 2 1/2"
<br />199.74 ALUM. CAP, LS 11944 MKD: CS 1/16 S29
<br />\ S 0'3517 W 93.75
<br />D= 0'24'59" R= 5660.00 L =41.14
<br />\ C =N5935'00 "W 41.14
<br />Li rn \ S 00'08'00" E 23.26
<br />M N
<br />"ELL \ \
<br />°
<br />MOBILE n\ pq� \
<br />Z HOME VUY ,Rk /NC \ \ \ \
<br />NE -SE \
<br />1/256 -SW N 88'24'33' W \ \
<br />328.57 111 ° \ \
<br />CNSS " N D= 10'54'55'' �\
<br />1/256 N R =57080 00 0\ q0 \ \ \ \ \ \ \ oN I AREA NOT
<br />Z C =S62'07'40 "E 1099.47 pOwFR� 6�3 \ \ \ Fqo INCLUDED
<br />^" ClA/F S S.. \ \ \ 5% \PO RE
<br />so283$,$129 o-
<br />9�9� 90 2 'S2' -W\\ 32 N8958'S0'E 9R0W.
<br />!y 33.7 24 \` FOUND 3 P 16.91
<br />\ \ \ BRASS CAP
<br />I Z 77 25'3g„ W
<br />Iz Z•7ZX�
<br />rz N 48'2020" W �2 \
<br />W ^ ' ? 18 N 72'37 9 W S \ \ \ \ DETAIL
<br />N V N 62'12 3 W 95.01 6 ;> 8 \\
<br />Q(�T 113.68 3S
<br />FF \ \ \ FOUND N0.5 REBAR AND
<br />\ 1 1 /2' AWN. CAP, l5 4440
<br />M I v N 45'6'21" W
<br />3° 'DSO / \
<br />_ 108.30' �� &-.?
<br />'y/�� N 68'59'31" 6T
<br />b
<br />o I N 47'8'11" W Z
<br />Z Z /OO
<br />S '35'34 "E 2634.13 —
<br />W
<br />S1 /4 COO. O 61 SEE DETAIL
<br />�;
<br />FOUND N0. 5 REBAR AND ��
<br />1 1/2" ALUM. CAP, LS 2690
<br />REPLACED WITH NO. 6 X 30"
<br />REBAR AND 2 1/2" ALUM. CAP, SO �, 6
<br />LS 11944 MKD: 60.24 A
<br />1/4 COR 529 � ._
<br />S32
<br />TgS R77W A !y 304 ��
<br />1996 \
<br />SURVEYOR'S CERTIFICATE
<br />I THOMAS L. BURNETT, A PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THE PLAT AND SURVEY
<br />OF THE REAL PROPERTY SHOWN AND DESCRIBED HEREON WAS PERFORMED BY ME OR UNDER MY DIRECT RESPONSIBILITY, SUPERVISION AND
<br />CHECKING, IN STRICT COMPLIANCE WITH COLORADO STATUTES, AND THAT BOTH THE SURVEY AND PLAT ARE TRUE, ACCURATE AND COMPLETE
<br />TO THE BEST OF MY KNOWLEDGE.
<br />DATED THIS ------ DAY OF ---------------- - - - - -- -1996
<br />PROFESSIONAL LAND SURVEYOR, COLO. LICENSE N0. 11944
<br />N 0 T I C E ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN
<br />THREE YEARS AFTER YOU FIRST DISCOVERED SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BE COMMENCED MORE THAT TEN YEARS FROM
<br />THE DATE OF THE CERTIFICATION SHOWN HEREON.
<br />DEPOSITED THIS ------ DAY OF ------------ • 1996 AT ---- M.,
<br />IN BOOK_____ OF THE COUNTY SURVEYOR'S LAND SURVEY PLATS
<br />\RIGHT -OF -WAY SURVEYS AT PAGE- - - - - -, AT RECEPTION NO.---------------------
<br />NOTES:
<br />1) THE BASIS OF BEARING IS AN ASSUMED BEARING OF THE SOUTH LINE OF THE SE1 /4 OF SECTION 29 AS BEING
<br />S88'35'34 "E, WITH BOTH CORNERS BEING FOUND MONUMENTS AS SHOWN.
<br />2) LEGAL DESCRIPTION PER THE DEEDS RECORDED IN BOOK 515 AT PAGE 797 AS RECORDED MAR. 31, 1994 AT
<br />RECEPTION NO. 423704.
<br />3) CLIENT DID NOT WANT RIGHT -OF -WAYS AND EASEMENTS RESEARCHED AND SHOWN.
<br />4) THE PURPOSE OF THIS SURVEY IS TO IDENTIFY AND LOCATE THE PROPERTY DESCRIPTION ON THE GROUND.
<br />ID �6 ?�,
<br />4.0
<br />32 3
<br />, ,
<br />Sg0'58 31
<br />�S
<br />PROPERTY DESCRIPTION
<br />A TRACT OF LAND LYING IN PARTS OF SECTIONS 29, 32 AND 33, TOWNSHIP 9 SOUTH, RANGE 77 WEST, OF THE 6th P.M., COUNTY
<br />OF PARK, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
<br />BEGINNING AT THE NE CORNER OF SAID SECTION 32, THENCE N89'58'50 "E FOR A DISTANCE OF 6.91' TO A POINT ON THE
<br />SOUTHERLY RIGHT OF WAY OF COLO. STATE HIGHWAY NO. 9, THENCE SOUTHEASTERLY ALONG SAID R.O.W. FOR THE FOLLOWING 3 COURSES,
<br />S67'35'08 "E FOR A DISTANCE OF 235.03', THENCE TO THE RIGHT ALONG THE ARC OF A CURVE WHOSE DELTA IS 24'30'00" AND
<br />WHOSE RADIUS IS 875.00 FOR A DISTANCE OF 374.16, THENCE S43'05'08 "E FOR A DISTANCE OF 1157.32' TO A POINT ON THE EAST
<br />LINE OF THE W1/2NW1/4 OF SAID SECTION 33, THENCE S00'00'23 "W ALONG SAID EAST LINE FOR A DISTANCE OF 567.40' TO A POINT
<br />ON THE NORTH BANK OF THE MIDDLE FORK OF THE SOUTH PLATTE RIVER, THENCE NORTHWESTERLY ALONG SAID NORTH BANK FOR THE
<br />FOLLOWING 22 COURSES, N43' 22'22 "W FOR A DISTANCE OF 292.18', THENCE N49'10'46 "W FOR A DISTANCE OF 348.86', THENCE
<br />S88'02'34 "W FOR A DISTANCE OF 202.45', THENCE N32'55'52 "W FOR A DISTANCE OF 193.25', THENCE N58'21'19 "W FOR A
<br />DISTANCE OF 244.48', THENCE N37'44'11 "W FOR A DISTANCE OF 284.86', THENCE N89'12'02 "W FOR A DISTANCE OF 240.35',
<br />THENCE N79'58'59 "W FOR A DISTANCE OF 253.08', THENCE N47'45'45 "W FOR A DISTANCE OF 342.20', THENCE S80'58'31 "W FOR
<br />A DISTANCE OF 324.03', THENCE N37'22'53 "W FOR A DISTANCE OF 220.77', THENCE N64'01'10 "W FOR A DISTANCE OF 304.51',
<br />THENCE N38'45'23 "W FOR A DISTANCE OF 206.39', THENCE N14'26'38 "W FOR A DISTANCE OF 215.46', THENCE N47'08'11 "W FOR
<br />A DISTANCE OF 183.96', THENCE N68'59'31 "W FOR A DISTANCE OF 108.30', THENCE N45'06'21 "W FOR A DISTANCE OF 113.68',
<br />THENCE N72'37'09 "W FOR A DISTANCE OF 95.01', THENCE N62'12'03 "W FOR A DISTANCE OF 122.78', THENCE N48'20'20 "W FOR
<br />A DISTANCE OF 180.32', THENCE N77'25'38 "W FOR A DISTANCE OF 337.24', THENCE N47'09'03 "W FOR A DISTANCE OF 215.97' TO
<br />A POINT ON THE NORTH -SOUTH CENTER OF SECTION LINE OF SAID SECTION 29, THENCE N00'35'17 "E ALONG SAID NORTH -SOUTH CENTER
<br />OF SECTION LINE FOR A DISTANCE OF 252.90' TO THE SE CORNER OF THE NE1 /4NE1 /4SE1/4SW1/4 (C -N -S -S 1/256) OF SAID SECTION
<br />29, THENCE N88'24'33 "W ALONG THE SOUTH LINE OF THE SAID NEt /4NE1/4SE1/4SW1/4 OF SECTION 29 FOR A DISTANCE OF 328.57'
<br />TO THE SW CORNER OF THE NE1 /4NE1 /4SE1/4SW1/4 (NE -SE -SW 1/256) OF SAID SECTION 29, THENCE N00'34'01 "E ALONG THE WEST
<br />LINE OF THE SAID NE1 /4NE1/4SE1/4SW1/4 OF SAID SECTION 29 FOR A DISTANCE OF 291.99' TO A POINT ON THE SOUTHERLY R.O.W. OF
<br />SAID COLORADO STATE HIGHWAY NO. 9, THENCE TO THE LEFT ALONG THE ARC OF A CURVE WHOSE DELTA IS 10'54'55" AND WHOSE
<br />RADIUS IS 5780.00 FOR A DISTANCE OF 1101.14', AND WHOSE CHORD BEARS 562'07'40 "E FOR A DISTANCE OF 1099.47', THENCE
<br />S67'35'08 "E FOR A DISTANCE OF 400.90', THENCE S22'24'52 "W FOR A DISTANCE OF 30.00', THENCE S67'35'08 "E FOR A
<br />DISTANCE OF 1750.14', TO A POINT ON THE EAST LINE OF SAID SECTION 29, THENCE S00'49'51 "W ALONG SAID EAST LINE OF SAID
<br />SECTION 29 FOR A DISTANCE OF 2.83' TO THE NE CORNER OF SAID SECTION 32, THE POINT OF BEGINNING. CONTAINING 60.24 ACRES,
<br />MORE OR LESS.
<br />AND
<br />A TRACT OF LAND BEING A PART OF THE NE1 /4NE1/4SE1/4SW1/4 OF SECTION 29, TOWNSHIP 9 SOUTH, RANGE 77 WEST OF THE 6th P.M.,
<br />COUNTY OF PARK, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
<br />COMMENCING AT THE S1/4 CORNER. OF SAID SECTION 29, THENCE N00'35'17 "E ALONG THE NORTH -SOUTH CENTER OF SECTION LINE
<br />OF SAID SECTION 29 FOR A DISTANCE OF 1331.01' TO THE NE CORNER OF THE SAID NE1 /4NE1/4SE1/4SW1/4 (C -S 1/16) OF SAID
<br />SECTION 29, SAID CORNER BEING THE POINT OF BEGINNING, THENCE S00'35'17 "W ALONG THE NORTH -SOUTH CENTER OF SECTION LINE
<br />FOR A DISTANCE OF 93.75' TO A POINT ON THE NORTHERLY RIGHT OF WAY OF COLORADO STATE HIGHWAY NO. 9, THENCE TO THE RIGHT
<br />ALONG THE ARC OF A CURVE WHOSE DELTA IS 00'24'59" AND WHOSE RADIUS IS 5660.00 FOR A DISTANCE OF 41.14', AND WHOSE
<br />CHORD BEARS N59'35'00 "W FOR A DISTANCE OF 41.14', THENCE S00'08'00 "E FOR A DISTANCE OF 23.26', THENCE TO THE RIGHT
<br />ALONG THE ARC OF A CURVE WHOSE DELTA IS 01'58'11" AND WHOSE RADIUS IS 5680.00' FOR A DISTANCE OF 195.28', AND WHOSE
<br />CHORD BEARS N58'30'37 "W FOR A DISTANCE OF 195.27' TO A POINT ON THE NORTH LINE OF THE SAID NE1 /4NE1/4SE1/4SW1/4 OF
<br />SAID SECTION 29, THE POINT OF BEGINNING. CONTAINING 0.26 ACRES, MORE OR LESS.
<br />ALL BEARINGS ARE REFERENCED TO AN ASSUMED BEARING OF THE SOUTH LINE OF THE SEt /4 OF SAID SECTION 29 AS BEING
<br />S88'35'34 "E. WITH BOTH CORNERS BEING FOUND MONUMENTS AS SHOWN HEREON.
<br />SMt49`'51 "W 2.83
<br />\N r� ' S8'SQ \ L 6.91 589'b70'/ 1320.59 .— —
<br />FN Na s ROAR AND D 1 112- Auer CAP
<br />u neu
<br />RECEIVED
<br />SEP 0 4 2003
<br />Division of Minerals and Geolo
<br />D =24'30 0
<br />0 8 F\ R= 875.00 I lon on
<br />V e 1
<br />L= 374.16 I a ..- sal k cz�l �ta5f y'�
<br />\ /\O Gr2561Z D ! 10.
<br />d 9
<br />Icy FloW,r
<br />�tFlo—il ^ /� ``'' S lope !/►iore�1c.re
<br />�! \ \ ifrM `` ` X15 t)r
<br />--" �q \� 'Sj/\'� �\ �I 3:I 5I't0.�i #�� �e���,�ed W� bov�+der �..k..
<br />\ l \ 1 A
<br />l�o +exc- eed1'y) (o , Aft?
<br />2 N W1 /411,1 1
<br />ti� � I RCCprLlr✓tq Y.
<br />\31 \
<br />253.08 2 II 0.35 '0`14
<br />N79•58'59 "W N 912'2 "W �� A�s0( \ \\
<br />II rrxve ! �ao�om
<br />%V'4'e l Cro55 !o �1
<br />G a�
<br />N
<br />O YY1 a rQ.
<br />3*
<br />O/Q 2 �� / awe /` 1 �� �� � ;\ \•1—T WtO�'e i"t!10.✓1
<br />I J y Z
<br />FOUND No, b REBAR ?.;: \ : I �oJ lc�Zr W0. l iy
<br />O� ' AND I iyW AWN. CA S C
<br />SOS Ss ,- t 0l Ls lieu Kn are +O 115 KI�tCi
<br />�1
<br />%y 202.45
<br />lid
<br />0 -
<br />.O
<br />I i PproX
<br />�,y2 •� ° �.��a r, 3 • I Town oL
<br />LAND SURVEY PLAT
<br />PART OF SEC. 29, 32 & 33, T.9S.,
<br />R.77W., 6th P.M., PARK COUNTY, CO.
<br />NorthStor Enterprises
<br />Surveying & Planning
<br />P.O. Box 372, 651 Silverheels C r.
<br />Fairplay. CO 80440
<br />719 - 836 -2947 DATE: MAY 8, 1996 DRAWN BY: TLB
<br />SCALE: 1"=200'
<br />200 0 200 SIZE: PREPARED FOR:
<br />SCALE: 1" =200' BLACKSTOCK /RUTBERG
<br />
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