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<br />LEGEND
<br />• INDICATES FOUND MONUMENT AS SHOWN
<br />B 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 />127.22 88'24'33"
<br />328.57 Cr
<br />CNSS 10
<br />1/256 LC
<br />TIE 90' TO BOUNDARY LINE
<br />127.42' TO CORNER OF DECK
<br />D= 10'54'55"
<br />R= 5780.00
<br />L= 1101.14
<br />C= S62'07'40 "E 1099.47
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<br />\,,—PTIES
<br />ROPERTY TO 126.72
<br />W S OF6TRAILER CORNER �WF� 6>3 8' \ \ \ \ day I AREA NOT
<br />g C/N S \ INCLUDED '
<br />27.72' AND 24.27' >n I'`?�,Q 6� >> 4p090 \ S �\� —sorbs 9 + N �Ne
<br />TO CORNER OF 22
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<br />r° W ^ ' N 63'0'34 . „...JJ9 92: 59`x. �°o, o�A S 6 j \ \ DETAIL
<br />S I z Vb�, N 73 5 W...'.'........113: ��
<br />3'33'.26" W �u`'' , +° ranw No. a RMM AND
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<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 N8958'50 "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 24030'00" 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 />S85'05'16 "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 11 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 304.19',
<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 N43-3,3'26'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 N43'56'47 "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 S22'24'52 "W FOR A DISTANCE OF 30.00', THENCE S67'35'08 "E FOR A
<br />DISTANCE
<br />E POINT
<br />TO THE LINE OF
<br />OF SAIDTSECTION 2E THE POINT OF BEGINNNG.AICONTAINING 61.24 (ACRES,
<br />MORE OR LESS.
<br />SO'0Z4 '51 "W 2.83
<br />SBB'35'34 "E 2634.13 \N 6 ^ ,,,, _ 6.91
<br />St /4 COR. _ J�
<br />FOUND NO. 5 REBAR AND O N 15'28' S° W N —
<br />1 1/2" ALUM. CAP, LS 2690 , — >S>`3`j• — S°°'°°°w '�z°°° —
<br />REPLACED WITH NO. 6 X 30' 8 SEE DETAIL V 3S' " FOUND N& ��
<br />REBAR AND 2 1/2" ALUM. CAP. N sQ3 O8•F� �\ D =24'30 0 ;s;,i�•�
<br />LS 11944 MKD: vO ... g R= 875.00
<br />1/4 CDR S29 i9 O ■1-�• ,- \ \ \L= 374.16
<br />S32 \ N 36'2 .46.. . `� 61.2 4 A C. LLI
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<br />SURVEYOR'S CERTIFICATE 9 > E �o�SC J�... ,}i° +8� \ \/ ON\\ \\ s \
<br />I THOMAS L. BURNETT, A PROFESSIONAL LAND SURVEYOR IN THE
<br />STATE OF COLORADO, DO HEREBY CERTIFY THAT THE PLAT AND
<br />SURVEY OF THE REAL PROPERTY SHOWN AND DESCRIBED HEREON WAS /lj
<br />PERFORMED BY ME OR UNDER MY DIRECT RESPONSIBILITY,
<br />SUPERVISION AND CHECKING, IN STRICT COMPLIANCE WITH �9, `? 317.69.. ° 1 A 1 I \ 1 /, /�
<br />COLORADO STATUTES, AND THAT BOTH THE SURVEY AND PLAT ARE 82'36'40„ N. iL 8, �$ VV I \ VV
<br />TRUE, ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE. . ..............
<br />. 1 0 ; \
<br />I FURTHER CERTIFY THAT THIS IMPROVEMENT SURVEY PLAT WAS 2 `?�� ° 'O \
<br />TITLE COMMITMENT NOTES: O
<br />PREPARED FOR BALDERSTON AND URBAN AND, THAT THE IMPROVEMENTS `��+ ..... 4g •d \
<br />SHOWN ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, JUNE 4 .'
<br />THIS LAND SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY O 26
<br />1999, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE O. .� ...N'.8 ".57'4.2" � \
<br />NORTHSTAR ENTERPRISES TO DETERMINE OWNERSHIP OF THIS
<br />BOUNDARIES OF THE PARCEL, EXCEPT IB SHOWN, THAT THERE ARE TRACT, VERIFY THE DESCRIPTION SHOWN, VERIFY THE %/ ....N. 8 ..'39.'50 ". W' 2 .86...
<br />NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY COMPATIBILITY OF THIS DESCRIPTION WITH THAT OF ADJACENT d'
<br />TRACTS, OR VERIFY EASEMENTS OF RECORD. FOR ALL INFORMATION
<br />IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS �� ��• � \ �
<br />Q �,, \
<br />/ tS...�... a
<br />INDICATED, AND THAT TH IS NO APPARENT EVIDENCE OR SIGN REGARDING'. EASEMENTS, RIGHT -OF -WAY OR TITLE OF RECORD, �/\ 770, •6,
<br />OF ANY EASEMENT C BURDENING ANY PART OF SAID NORTHSTAR2 ENTERPRISES RELIED UPON THE TITLE COMMITMENT BY: I �' F \
<br />PARCEL, EXCEPT A SECURITY TfITLE GUARANTY COMPANY.
<br />DATED THISAY�?` - - - - - -- -1999
<br />PROFES ZONAL LA ARV, OR :; 0 LICENSE N0. 11944 LIMIITATIONS OF ACTIONS AGAIN T LAND SURVEYORS O�Q
<br />. . .�.
<br />N 0 TI C E ACC COLORADO LAW YOU MUST COMMENCE ALL ACTIONJS AGAINST ANY LAND SURVEYOR BROUGHT TO RECOVER
<br />ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY DAMAGES RESULTING FROM ANY ALLEGED NEGLIGENT OR DEFECTIVE S 06' _ � .. rc""a "c• aUN. \\
<br />WITHIN THREE YEARS AFTER YOU FIRST DISCOVERED SUCH DEFECT. " LS Ilaa Awu. cAR
<br />LAND SURV ✓EY SHALL BE BROUGHT WITHIN THREE YEARS AFTER THE I Qj , N 31'47 4 •', W. , O#'
<br />IN NO EVENT, MAY ANY ACTION BE COMMENCED MORE THAT TEN PERSON BRtING THE ACTION EITHER DISCOVERED, OR IN THE I , O 2208912........ .
<br />......
<br />..
<br />YEARS FROM THE DA A EXERCISE 0)F REASONABLE DILIGENCE AND CONCERN, SHOULD HAVE A S 85.'5,1.6......R• .
<br />DISCOVERED) THE NEGLIGENCE OR DEFECT WHICH GAVE RISE TO S
<br />DEPOSITED THIS -- -__DAY OF — 19__ AT ---- M., SUCH ACTION, AND NOT THEREAFTER, BUT IN NO CASE SHALL SUCH '40.
<br />IN BOOK_ - -_ OF THE COUNTY SURVEYOR'S LAND SURVEY PLATS AN ACTION BE BROUGHT MORE THAT TEN YEARS AFTER THE I 7 T 140" W '6 "...
<br />\RIGHT -OF -WAY SURVEYS AT PAGE_ —_, AT RECEPTION COMPLETION4 OF THE SURVEY UPON WHICH SUCH ACTION IS BASED. I ��
<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 �G
<br />S 88 '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 NOTE: HATCHED AREA IS SCALED FROM FEDERAL EMERGENCY MANAGEMENT
<br />GUARANTY COMPANY, COMMITMENT O CATS HE AGENCY FLOOD INSURANCE RATE MAPS PAGES 0800139 0008A AN
<br />3) THE PURPOSE OF THIS SURVEY IS TO LOCATE THE
<br />D
<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 BOUNDARY
<br />MONUMENT OR ACCESSORY, COMMITS A CLASS TWO (2)
<br />MISDEMEANOR PURSUANT TO STATE STATUTE 18 -4 -508,
<br />C.R.S.
<br />THE HATCIHED AREA IS DESIGNATED AS "FLOOD ZONE A — AREAS OF 0009A
<br />100—YEAR' FLOOD"
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<br />NorthStar Enterprises
<br />Surveying & Planning
<br />P.O. Box 372, 351 Hwy 285, Ste 104
<br />Fairplay, CO 80440
<br />719 - 836 -2947
<br />200 0 200
<br />cnAi r..r
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<br />Permit #:(Y)ZCt;,�074 Confidental ?:
<br />Class Type -Seq.:
<br />From: To: OW4
<br />Doc. Name: vialda".✓Aom Vey
<br />Doc. Date (if nd date stamp):
<br />IMPROVEMENT SURVEY PLAT
<br />PART OF SEC. 292 32 & 33, T.9S.,
<br />R.77W., 6th P.M., PARK COUNTY, CO.
<br />I t: JUNE 4, 1999 DRAWN BY: TLB
<br />:ALE: 1"=200"
<br />ZE: PREPARED FOR:
<br />D BALDERSTON AND URBAN JOB N0. 98 -170
<br />
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