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<br />LEGEND
<br />• INDICATES FOUND MONUMENT AS SHOWN
<br />A INDICATES FOUND CONC.
<br />HIGHWAY MONUMENT
<br />0 INDICATES SET NO. 5 REBAR
<br />AND 1 1/2" ALUM. CAP,
<br />LS 11944
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<br />NE -5E -SW 12722
<br />1/256 N 88'24'33" c
<br />328.57 C
<br />CNSS
<br />1/256
<br />TIE 90' TO BOUNDARY LINE
<br />127.42' TO CORNER OF DECK
<br />D=1 0'54' 55"
<br />R= 5780.00
<br />L= 1101.14
<br />\ \ C= S62'07'40 "E 1099.47
<br />\
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<br />DETAIL
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<br />MOBILE
<br />HOME
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<br />b TIE 90' 00 \ \ \\
<br />TO BDRY LN RyEAO p \ \ \ \H I AREA NOT
<br />126 72 TO CORNER 0w� S 6�\ \ \ \ \ INCLUDED
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<br />14111111 rN
<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 617.40 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, N38'15'16 "W FOR A DISTANCE OF 329.26', THENCE N48'58'40 "W FOR A DISTANCE OF 345.66', THENCE
<br />585'05'16 "W FOR A DISTANCE OF 208.92', THENCE N31'47'14 "W FOR A DISTANCE OF 200.60', THENCE N59'02'59 "W FOR A
<br />DISTANCE OF 244.93', THENCE N36'40'11 "W FOR A DISTANCE OF 284.64', THENCE N88'57'42 "W FOR A DISTANCE OF 232.86',
<br />THENCE N80'39'50 "W FOR A DISTANCE OF 260.67', THENCE N48'25'07 "W FOR A DISTANCE OF 341.37', THENCE S82'36'40 "W FOR
<br />A DISTANCE OF 317.69', THENCE N38'56'19 "W FOR A DISTANCE OF 220.57', THENCE N64'50.10 "W FOR A DISTANCE OF 304.191
<br />,
<br />THENCE N36'20'46 "W FOR A DISTANCE OF 209.37', THENCE N15'28'25 "W FOR A DISTANCE OF 214.42', THENCE N51'13'04 "W FOR
<br />A DISTANCE OF 184.85', THENCE N62'06'48 "W FOR A DISTANCE OF 102.25', THENCE N43'33'26 "W FOR A DISTANCE OF 113.97',
<br />THENCE N73'05'38 "W FOR A DISTANCE OF 92.59', THENCE N63'00'34 "W FOR A DISTANCE OF 125.59', THENCE N48'14.31 "W FOR
<br />A DISTANCE OF 177.75', THENCE N79'06'18 "W FOR A DISTANCE OF 338.68', THENCE N43056'47 "W FOR A DISTANCE OF 220.79': 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 254.90' 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 NE1 /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 S62'07'40 "E FOR A DISTANCE OF 1099.47', THENCE
<br />S67'35'08 "E FOR A DISTANCE OF 400.90', THENCE 522'24'52 "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 61.24 ACRES,
<br />MORE OR LESS.
<br />STIES 90' TO R�INF 3S 8" c P
<br />W OF TRAILER a0. \ 0
<br />PROPERTY LINE s6.. 4 F sea sr A>F�He
<br />41 27.72' AND 24.27' II `� ?Q. R� A �� 9� \ 22 '5
<br />2339'
<br />93 29 "
<br />TO CORNER OF z.. {....?9. o.�G .... .......... S 30. 52 'V� \ \ 32 Na95e'50 E e Row 33
<br />\ \ BRAND CP 1 6.81
<br />TRAILER � ,� . 33g:6g ...'.�.#, .. 5�'� \\ BRASS CG
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<br />R I /1/0 N 63'0'34 W : 59.92 5 _ �� a a ��, tiod�il S 6�:3 �\ \ \ \ DETAIL
<br />M . . . . . . .1.13. ° S 1) \
<br />\ \ FOUND NO. N 73 °5' iY I;A w,D 3'33.26"W X10?: �
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<br />II O ;7' 1 \ dil \ \ W
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<br />to 0
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<br />SO'0Z<51 "W 2.83
<br />8'35'34 "E 2634.13 — — \N '5$'S0 E 6.91 — seexw °w lazD.°° —
<br />81/4 COR. \ ^ .S ra»m "o. a a°aw
<br />FOUND NO. 5 REBAR AND (� N 15'28 5 W N \ » „ +°; Aug r�r
<br />1 1/2" ALUM. CAP, LS 2690 O' r \ i4� ^ ^ ^ E�11 SEE DETAIL 3S 0 S 8, \ D =24 °30 0
<br />REPLACED WITH N0. 6 X 30" ^N / 0 F \ \ \\ R= 875.00
<br />REBAR AND 2 1/2" ALUM. CAP, S �O','.'. g \�`�`' `` �oo- /, \ \ \L= 374.16
<br />LS 11944 MKD: O
<br />1 /4 COR 829 ....PA . \ ^ ` I I/ / / \ \ \ \ \
<br />S32 N 36'2 '46'.' . W °pSq / _ 61 2 4 AC. \ /
<br />T9S R77W ..... . \....... OcQ�\ . Z / \�\ O`�
<br />1996 A \ \\�/ n \\ \
<br />6�. St.1 ...... _ Ay
<br />SURVEYOR'S CERTIFICATE �TT� 0.1
<br />o„ 4+f ..
<br />I THOMAS L. BURNETT, A PROFESSIONAL LAND SURVEYOR IN THE c? n1111Q
<br />STATE OF COLORADO, DO HEREBY CERTIFY THAT THE PLAT AND ���
<br />F �.. q Siva
<br />SURVEY OF THE REAL PROPERTY SHOWN AND DESCRIBED HEREON WAS S6; �Sj.. *n°.
<br />PERFORMED BY ME OR UNDER MY DIRECT RESPONSIBILITY, ` � 1(V 1 I V U V
<br />SUPERVISION AND CHECKING, IN STRICT COMPLIANCE WITH
<br />COLORADO STATUTES, AND THAT BOTH THE SURVEY AND PLAT ARE S. g.2 °36...... ...1... .... 4, , _ o \
<br />TRUE, ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE. R8 ^.R�. S ; D - _ / r
<br />J. \'4 00 'tea` -� \�
<br />y, 2 ��—
<br />I FURTHER CERTIFY THAT THIS IMPROVEMENT SURVEY PLAT WAS TITLE COMMITMENT NOTES' .. o ' EX15t�n 9
<br />PREPARED FOR BALDERSTON AND URBAN AND, THAT THE IMPROVEMENTS /j�� ` \^ - 00A \\
<br />SHOWN ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, JUNE 4 THIS LAND SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY O,�J N 80' 26p 7... N.'.8 "57'42" r,, S \\
<br />1999, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE NORTHSTAR ENTERPRISES TO DETERMINE OWNERSHIP OF THIS '39.'50 ".. �ev r Rid• \
<br />BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE TRACT, VERIFY THE DESCRIPTION SHOWN, VERIFY THE 1 .......
<br />w.'? 8�...?
<br />COMPATIBILITY OF THIS DESCRIPTION WITH THAT OF ADJACENT
<br />NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY ��,�� "�� \� (� ��•.\ \
<br />IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS TRACTS, OR VERIFY EASEMENTS OF RECORD. FOR ALL INFORMATION �,', GXrSTr�
<br />INDICATED, AND THAT TH IS NO APPARENT EVIDENCE OR SIGN REGARDING EASEMENTS, RIGHT -OF -WAY OR TITLE OF RECORD, % I > �' u
<br />OF ANY EASEMENT C BURDENING ANY PART OF SAID NORTHSTAR ENTERPRISES RELIED UPON THE TITLE COMMITMENT BY: \
<br />PARCEL, EXCEPT A SECURITY TITLE GUARANTY COMPANY.
<br />DATED THIS AY �- „� - - - - - -- -1999
<br />_ - --
<br />PROFE IONAL LA NS�1R,V OR; 0 LICENSE NO. 11944 LIMITATIONS OF ACTIONS AGAINST LAND SURVEYORS
<br />• ro,,..,....- ;� ' .Q . ._ = FOUND ND. 5 REa
<br />N 0 TI C E ACC C COLORADO LAW YOU MUST COMMENCE ALL ACTIONS AGAINST ANY LAND SURVEYOR BROUGHT TO RECOVER uro11z uuw.c
<br />ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY DAMAGES RESULTING FROM ANY ALLEGED NEGLIGENT OR DEFECTIVE I Q/ N 31'47 4''..W..�o... .'...\ \ " °'f j
<br />WITHIN THREE YEARS AFTER YOU FIRST DISCOVERED SUCH DEFECT. LAND SURVEY SHALL BE BROUGHT WITHIN THREE YEARS AFTER THE , 0 20$'92 v
<br />IN NO EVENT, MAY ANY ACTION BE COMMENCED MORE THAT TEN PERSON BRING THE ACTION EITHER DISCOVERED, OR IN THE I �' A 5....5'.1.6' W ?. 11
<br />YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. EXERCISE OF REASONABLE DILIGENCE AND CONCERN, SHOULD HAVE
<br />DISCOVERED THE NEGLIGENCE OR DEFECT WHICH GAVE RISE TO 6'
<br />___ 19— AT - - - -M., SUCH ACTION, AND NOT THEREAFTER, BUT IN NO CASE SHALL SUCH I < 9 40 ..W. .G . .
<br />DEPOSITED THIS __DAY OF ` `•
<br />IN BOOK - - -- OF THE COUNTY SURVEYOR'S LAND SURVEY PLATS AN ACTION BE BROUGHT MORE THAT TEN YEARS AFTER THE I ��
<br />\RIGHT -OF -WAY SURVEYS AT PAGE , AT RECEPTION COMPLETION OF THE SURVEY UPON WHICH SUCH ACTION IS BASED.
<br />NO.-------------
<br />'
<br />NOTES:
<br />1) THE BASIS OF BEARING IS AN ASSUMED BEARING OF THE
<br />SOUTH LINE OF THE SE1 /4 OF SECTION 29 AS BEING
<br />S88'35'34 "E, WITH BOTH CORNERS BEING FOUND
<br />MONUMENTS AS SHOWN.
<br />2) LEGAL DESCRIPTION AND RECORD EASEMENTS PER THE
<br />COMMITMENT FOR TITLE INSURANCE FROM SECURITY TITLE
<br />GUARANTY COMPANY, COMMITMENT NO. X028386A99.
<br />3) THE PURPOSE OF THIS SURVEY IS TO LOCATE THE
<br />BOUNDARY CORNERS AND ALSO TO LOCATE THE
<br />IMPROVEMENTS ON THE PROPERTY.
<br />4) MEASUREMENTS SHOWN IN PARENTHESIS ARE FIELD
<br />MEASUREMENTS, UNLESS OTHERWISE NOTED.
<br />5) ANY PERSON WHO KNOWINGLY REMOVES, ALTERS, OR
<br />DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR BOUNDAF
<br />MONUMENT OR ACCESSORY, COMMITS A CLASS TWO (2)
<br />MISDEMEANOR PURSUANT TO STATE STATUTE 18 -4 -508,
<br />C.R.S.
<br />NOTE: HATCHED AREA IS SCALED FROM
<br />AGENCY FLOOD INSURANCE RATE MAPS
<br />THE HATCHED AREA IS DESIGNATED AS
<br />100 —YEAR FLOOD"
<br />FEDERAL EMERGENCY MANAGEMENT
<br />PAGES 0800139 0008A AND 0009A
<br />"FLOOD ZONE A — AREAS OF
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<br />Slo -pes will be 9radej +c) 3:1 Sub, -q rOAQ-
<br />_ip ✓1'Iore The^ 9:1 '3oulder RPfa.', ;,q (ja-115
<br />�Slope5 IoPsolled J/4/ =& jOpsoll
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<br />-J RECEIVED
<br />NorthStor Enterprises
<br />Surveying & Planning
<br />P.O. Box 372, 351 Hwy 285, Ste 104
<br />Fairplay, CO 80440
<br />719 - 836 -2947
<br />SEP 2 3 2003
<br />Division of Minerals and Geology
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<br />IMPROVEMENT SURVEY PLAT
<br />PART OF SEC. 29, 32 & 33, T.9S.1
<br />R.77W.2 6th P.M., PARK COUNTY, CO.
<br />DATE: JUNE 4, 1999 DRAWN BY: TLB
<br />SCALE: I " =,
<br />200 0 200 SIZE:
<br />SCALE:1 " =200' D
<br />BALDERSTON AND URBAN JOB NO. 98 -170
<br />
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