|
-`, /i" ! UM SAP MARKED AS SHON1',i
<br />1:13BWnN ONIMYWO
<br />1 1/2" ALUIv1. CAP, LS 2816, OR AS SHOWN
<br />�rI 014 li1 :� It=._ I - UUINU IN U. 3 1 tLn/A WI IH 231va
<br />CAP, OR 1 I /4"
<br />1 1 %2" ALUM. CAP, LS 11944
<br />X64 - - - -- ---- - - - - -- - - - --
<br />35.63 000 �I - - -- -
<br />No N 88'00' 08 "E { , o P--! °o
<br />cnc4 i W1 /2 N-) 563
<br />'-� cc: 5W1 /4 co
<br />1 1 /2" ALUM. CAP, LS 11944
<br />b
<br />•
<br />i NW1 /4
<br />FOUND HWY
<br />h
<br />c8
<br />R= 5810.00 S1/2S1/2NE1/4
<br />CHORD
<br />0;
<br />v SEC. 20
<br />N 56
<br />0
<br />�o
<br />(
<br />INDICATES FIELD ME- ASUREMENTS UNLESS
<br />S85'39' „W
<br />702.08
<br />01HERV'VISE NOTED.
<br />----- - -
<br />z
<br />ZI
<br />ALL -TIES ARE PERPENDICULAR TO
<br />PROPERTY LINES
<br />8)
<br />(N87- 12'22 "E 1922.7I
<br />-- - - -- - -- - - - - --
<br />- - -
<br />---- -- - - - - -- - -- _--�
<br />,
<br />------ - - - - -- - -
<br />- `130
<br />- - -- - -- - -
<br />= 00'14'41" CHORD
<br />"W
<br />_---- �____._
<br />SE1' N0. 6 REBAR WITS -I
<br />�,
<br />ROW
<br />R= X5810.00 N0 4'27'19
<br />L= 4.81 24.81
<br />60' EASEMENT
<br />3 1/4" ALUM. CAP,
<br />2
<br />C 1/4 COR SECTION 19
<br />17 FUTURE
<br />- - - - -;
<br />MARKED:
<br />. .
<br />LLl
<br />\
<br />ROAD ---
<br />1 ;
<br />T9S R77W �\
<br />\
<br />J
<br />12
<br />in °i
<br />11 p N
<br />o
<br />o CD
<br />c0
<br />I
<br />(N 871222 E 2645.20)
<br />- ----*-
<br />o =! _ - (N88'04'32 "E 992 -13)
<br />z
<br />5'
<br />(N8T58'31' E) N88'Ot'20 "E)_
<br />(331.66)
<br />' ,87'59'27 "E}'��
<br />t I (331.'18) N88'08'24 "E
<br />Q.
<br />527.47 S86'DO'44"
<br />(365.72)
<br />T3 T747
<br />N88'00'08 "E 667.15 �
<br />o0
<br />X64 - - - -- ---- - - - - -- - - - --
<br />35.63 000 �I - - -- -
<br />No N 88'00' 08 "E { , o P--! °o
<br />cnc4 i W1 /2 N-) 563
<br />'-� cc: 5W1 /4 co
<br />z
<br />0
<br />-8 _P;
<br />N 87°10'59„ E 2645.20
<br />54
<br />\84'47"F-
<br />D= 6'55'40"
<br />b
<br />•
<br />i NW1 /4
<br />FOUND HWY
<br />BRASS CAP
<br />R= 5810.00 S1/2S1/2NE1/4
<br />CHORD
<br />0;
<br />v SEC. 20
<br />N 56
<br />0
<br />�o
<br />,/
<br />L=702.51 SEC. 1
<br />N 08'02' 30"
<br />��
<br />S85'39' „W
<br />702.08
<br />• 249.9 I
<br />----- - -
<br />z
<br />ZI
<br />G
<br />FOUND NO. 5 REBAR WITH
<br />1 1/2" ALUM. CAP, LS 2696
<br />8)
<br />(N87- 12'22 "E 1922.7I
<br />-- - - -- - -- - - - - --
<br />- - -
<br />---- -- - - - - -- - -- _--�
<br />,
<br />------ - - - - -- - -
<br />- `130
<br />- - -- - -- - -
<br />= 00'14'41" CHORD
<br />"W
<br />_---- �____._
<br />SE1' N0. 6 REBAR WITS -I
<br />�,
<br />ROW
<br />R= X5810.00 N0 4'27'19
<br />L= 4.81 24.81
<br />ALUM. CAP, LS 2690
<br />3 1/4" ALUM. CAP,
<br />0
<br />C 1/4 COR SECTION 19
<br />(N 87'03'56" W
<br />MARKED:
<br />\
<br />CA CF
<br />i
<br />T9S R77W �\
<br />\
<br />J
<br />PT OF ROW CURVE
<br />ROW
<br />�
<br />c
<br />I
<br />(N 871222 E 2645.20)
<br />UO�2
<br />o°
<br />z
<br />0
<br />-8 _P;
<br />N 87°10'59„ E 2645.20
<br />54
<br />\84'47"F-
<br />C
<br />0 .72
<br />,O
<br />FOUND HWY
<br />BRASS CAP
<br />STATION 180 +00
<br />N
<br />�o
<br />S ECTI oN
<br />S85'39' „W
<br />FJ ■� o
<br />• 249.9 I
<br />----- - -
<br />z
<br />J �
<br />- - - --- -------- - - - - -- - - - - - ---------------- - - C 1/4
<br />- - -- -
<br />COR SECTION 20
<br />FOUND
<br />■
<br />60Ci'
<br />Q 1
<br />� N
<br />IQ I 11 f-
<br />U) 0
<br />FOUND NO. 5 REBAR WITH �� t
<br />o
<br />1 112" ALUM. CAP, LS 2690 89 -2
<br />■ -� -
<br />- - --------------- --------- - - - - -- - --
<br />- - - (258.37)
<br />(S89 *25'49 "W)
<br />I a
<br />Q,1 -01
<br />�o
<br />r
<br />I (V
<br />w
<br />I N
<br />.o
<br />L
<br />I
<br />FOUND NO. 5 REBAR WITH
<br />1 1/2" ALUM. CAP, LS 2690
<br />I
<br />3
<br />W1/2 ro -
<br />SeI 4 W1 `,,� T
<br />W1 /2
<br />SE 19 SEC. 20 r
<br />M�
<br />a
<br />S OWSTO M
<br />ND & RAVEL S8 'S0'56 "E
<br />329.15'
<br />252.2 A RES +j` --
<br />I
<br />D= 13'38'0 CHORD
<br />R -2565. N'11'23'18 "W
<br />L=610.41 76
<br />N= 1'06" E 2625.18
<br />CHORD
<br />0= 26'16'1:'" N29'28'22 "W
<br />R= 2815.00 1279.40
<br />L= 1290.68
<br />N E:1
<br />SEC.
<br />C
<br />,O
<br />2
<br />y
<br />■ yTf ` ',iz
<br />iG,�,9
<br />`s
<br />S ECTI oN
<br />FJ ■� o
<br />�o
<br />----- - -
<br />- -[�
<br />-------- - - - - -- - - - - - --
<br />- - - --- -------- - - - - -- - - - - - ---------------- - - C 1/4
<br />- - -- -
<br />COR SECTION 20
<br />FOUND
<br />NO. 5 REBAR WITH
<br />1 1/2"
<br />ALUM. CAP, LS 2690
<br />0
<br />(N 87'03'56" W
<br />26515.87) __---- -__- --
<br />r
<br />I
<br />Z
<br />ITI
<br />vJ
<br />ND & RAVEL S8 'S0'56 "E
<br />329.15'
<br />252.2 A RES +j` --
<br />I
<br />D= 13'38'0 CHORD
<br />R -2565. N'11'23'18 "W
<br />L=610.41 76
<br />N= 1'06" E 2625.18
<br />CHORD
<br />0= 26'16'1:'" N29'28'22 "W
<br />R= 2815.00 1279.40
<br />L= 1290.68
<br />N E:1
<br />SEC.
<br />N
<br />111 /2 3
<br />SW1 /4
<br />Sw1 /4
<br />S W1 /4 N,
<br />SEC. 20 c)
<br />a
<br />---- - - - - -- ,, - -- - -- - - -
<br />301�9
<br />�i
<br />P
<br />��rc X0'0
<br />x.,
<br />(IS, (�
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<br />OJ
<br />1�1
<br />C\4
<br />3
<br />N
<br />W1 /2
<br />NW1j4
<br />SEC. 29
<br />FOUND NO. 5 IREBAR WITH
<br />1 1 j/2.° ALUM. CAP, LS 4440
<br />Q�
<br />�, off.
<br />,O
<br />I
<br />FJ
<br />■ yTf ` ',iz
<br />iG,�,9
<br />`s
<br />170
<br />FJ ■� o
<br />N
<br />111 /2 3
<br />SW1 /4
<br />Sw1 /4
<br />S W1 /4 N,
<br />SEC. 20 c)
<br />a
<br />---- - - - - -- ,, - -- - -- - - -
<br />301�9
<br />�i
<br />P
<br />��rc X0'0
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<br />OJ
<br />1�1
<br />C\4
<br />3
<br />N
<br />W1 /2
<br />NW1j4
<br />SEC. 29
<br />FOUND NO. 5 IREBAR WITH
<br />1 1 j/2.° ALUM. CAP, LS 4440
<br />I o
<br />D *05 *13'4.3j� (S88'08'05 "E)l
<br />R. 5680.00 (174.18)
<br />t�= 518.34
<br />VJ1 %4
<br />4
<br />SW I `�
<br />SEC. 29.
<br />D=00'08'28"
<br />D- 07'40'48" R= 5680.00
<br />R =5680.00` =14.00
<br />L=761.3,7'
<br />z
<br />U
<br />(N88'23'27 "W 845.43)
<br />(N88'23'27 "W 773.72) ■
<br />cri
<br />v
<br />3
<br />in
<br />in
<br />:d-
<br />0
<br />0
<br />- {N88'03'05 "W 2633.49)
<br />\0> BEAVER RIDGE
<br />D =0 '18'37" '�� �0 3 FILING NO. 3
<br />R= 5680.00 29 oo (VACATED)
<br />■
<br />C >
<br />Z F
<br />�1
<br />r-
<br />zo
<br />z�
<br />� I
<br />0
<br />_�ET.AIL OF 60 - -FOOT WIDE TRACT
<br />THE SNOWSTORM \
<br />E1/2 NW1 j4
<br />12 11 SE1 /4 NE1 /4 NE1 /4 SE1 /4
<br />NE1 /4
<br />NORTH LINE OF THi= S1/2 SWl /4 NE1 /4
<br />N88'00'08"
<br />30.05 NE,8'00'08 "E (--NORTH LINE OF THE S1/2 $E1/4 NE1 /4--'"__,
<br />331.02 + N 88'00'08" E 464.66 uti----------------
<br />o
<br />Mo
<br />cO - - -- -- _W8 - - --
<br />® -- S 88- - '00- -'08- " 35.63 N �
<br />Z
<br />SURVEYOR'S �E BTIFICAT
<br />THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF THE
<br />PERSON, PERSONS, OR ENTITY NAMED IN THE STATEMENT HEREON,
<br />SAID STATEME=NT DOES NOT EXTEND TO ANY UNNAMED PERSON OR
<br />ENTITY WITHOUT AN EXPRESSED RESTATEMENT BY THE SURVEYOR
<br />NAMING SAID PERSON OR ENTITY. I, THOMAS L. BURNETT, A
<br />PROFESSIONA!_ LAND SURVEYOR IN THE STATE OF COLORADO, DO
<br />HEREBY CERTIFY TO SNOWSTORM SAND AND GRAVEL THAT THE PLAT
<br />AND SURVEY OF THE REAL PROPERTY SHOWN AND DESCRIBED HEREON
<br />WAS PERFORMED BY ME OR UNDER MY DIRECT RESPONSIBILITY,
<br />SUPERVISION AND CHECKING, IN STRICT COMPLIANCE WITH COLORADO
<br />STATUTES, AND THAT BOTH THE SURVEY AND PLAT ARE TRUE,
<br />ACCURATE
<br />AND COMPLETE TO THE BEST OF MY KNOWLEDGE,
<br />DATED THIS __ - -- -_DAY OF - --- --- ---- --- -- - - - - -- -2004
<br />PROFESSIONAL_ LAND SURVEYOR, COLD LICENSE NO. 11944
<br />N O T I C E ACCORDING TO COLORADO LAW YOU MUST COMMENCE
<br />ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY
<br />WITHIN THREE YEARS AFTER YOU FIRST DISCOVERED SUCH DEFECT.
<br />IN NO EVENT, MAY ANY ACTION BE COMMENCED MORE THAT TEN
<br />YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON.
<br />DEPOSITED THIS - -_ -_ -DAY OF ------ _ - - - - -, 2004 AT - -__M.,
<br />IN BOOK______ OF THE COUNTY SURVEYOR'S LAND SURVEY PLATS
<br />\RIGHT- OF -VIAY SURVEYS AT PAGE- - - - - -, AT RECEPTION
<br />N0._--- - - - - --
<br />NOTES:
<br />1) THE BASIS OF BEARING IS THE PLATTED BEARING OF THE SOUTH LINE OF THE
<br />SE1 /4 OF SECTION 18, AS PER A PERIMETER ECDC SURVEY OF SECTIONS 17 & 18
<br />T.9S., R.77W. 6th P.M., DATED JULY 2, 1968, AS BEING S89'33'14'E, WITH BOTH
<br />CORNERS BEING FOUND MONUMENTS AS 'SHOWN.
<br />2) CLIENT DIE, NOT WANT RIGHT -OF -WAY'S AND EASEMENTS RESEARCHED AND
<br />SHOWN.
<br />3) THE PURPOSE OF THIS SURVEY IS FIND OR SET THE PROPERTY CORNERS.
<br />4) MEASUREMENTS SHOWN IN PARENTHESIS ARE FIELD MEASUREMENTS, UNLESS
<br />OTHERWISE NOTED.
<br />5) CERTIFICATION NOT VALID WITHOUT ORIGINAL SEAL AND SIGNATURE, THIS
<br />SURVEY AND ALL RELATED DOCUMENTS ARE FOR THE SOLE USE OF THE CLIENT AT
<br />THE DATE OF CERTIFICATION, AND DOES INOT EXTEND TO ANY UNNAMED PERSON
<br />OR ENTITY WITHOUT AN EXPRESSED RESTATEMENT BY THE SURVEYOR NAMING SAID
<br />PERSON OR ENTITY.
<br />6) ANY PERSON WHO KNOWINGLY REMOVES, ALTERS, OR DEFACES ANY PUBLIC
<br />LAND SURVEY MONUMENT OR BOUNDARY MONUMENT OR ACCESSORY, COMMITS A
<br />CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18 -4 -508, C.R.S.
<br />LIMITATIONS OF ACTIONS AGAINST LAND SURVEYORS
<br />ALL ACTIONS AGAINST ANY LAND SURVEYOR BROUGHT TO RECOVER
<br />DAMAGES RESULTING FROM ANY ALLEGED NEGLIGENT OR DEFECTIVE
<br />LAND SURVEY SHALL BE BROUGHT WITHIN THREE YEARS AFTER THE
<br />PERSON BRINGING THE ACTION EITHER DISCOVERED, OR IN THE
<br />EXERCISE OF REASONABLE DILIGENCE AND CONCERN, SHOULD HAVE
<br />DISCOVERED -_HE NEGLIGENCE OR DEFECT WHICH GAVE RISE TO
<br />SUCH ACTION; AND NOT THEREAFTER, BUT IN NO CASE SHALL
<br />SUCH AN ACTION BE BROUGHT MORE THAT TEN YEARS AFTER THE
<br />COMPLETION OF THE SURVEY UPON WHICH SUCH ACTION IS BASED.
<br />TITLE COMMITMENT NOTES:
<br />THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT
<br />TITLE COMMITMENT, THE RECORD INFORMATION, WHICH IS
<br />REFERENCED HEREON, IS THE RESULT OF RESEARCH PERFORMED BY
<br />TETRA TECH INC., AND IS NOT NECESSARILY COMPLETE OR
<br />CONCLUSIVE.
<br />400 0 200 400 800
<br />H tract or Jana Deing locatea in parts or �)ectlons I 1j �u
<br />1 nwnchin Q tine ith Rnnrrp 77 Wacf of tha Ft�', °x,�v��`
<br />Colorado, being the
<br />SEY4 Section 19, East of Colorado State Highway No. 9
<br />SY2SY2NEY4 Section 19, East of Colorado State Highway No.
<br />NE Y4 Section 30, East of Colorado State Highway No. 9
<br />WY2WY2WY2SWY. Section 20,
<br />EY2SWY4SWY4SWY4 Section 20,
<br />WY2SWY4SWY4NWY4 Section 20,
<br />WY2WY2NWY4 Section 29, East of Colorado State Highway No
<br />NWY4NWY4SWY4 Section 29, East of Colorado State Highway
<br />EXCEPTING THEREFROM a portion of the SY2SY2NEY4 Section 19, n
<br />described as follows:
<br />Beginning at the Southeast corner of Lot 11, The Snowstc
<br />being the North lie of the North line of the SY2SEY4NEY4 of said
<br />N88 °00'08 "E along said North line for a distance of 464.66', th,
<br />for a distance of 60.5', thence S88'00'08 "W for a distance of f
<br />N01 °17'32 "E for a distance of 60.10' to a point on the south Iii
<br />Snowstorm, said point also being athe Southwest corner of the
<br />for future road norhe o the plat of The Snowstorm, thence N8F
<br />distance of 30.05' to the common corner of said Lots 11 and
<br />thence N88 °00'08 "E for a distance of 331.02' to the point of b
<br />SAID TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS
<br />A. tract of land being located in parts of Sections 19, 20, 2�
<br />South, Range 77 West of the 6th P.M., County of Park, State c
<br />more particularly described as follows:
<br />Commencing at the East Y4 corner of said Section 19, the
<br />along the east line of said Section 19 for a distance of 670.7
<br />of the WY2SWY4SWY4NWY4 Section 20, thence S86'00'44 "E for a di!
<br />the NE corner of the WY2SWY4SWY4NWY4 Section 20 thence S00 °1
<br />east line of the said WY2SWY4SWY4NWY4 Section 20 for a distance
<br />corner of the said WY2SWY4SWY4NWY4 Section 20, thence S00'07'3'
<br />line of the said WY2WY2WY2 of said Section 20 for a distance of
<br />S00 °07'33 "W continuing along the east line WY2WY2WY2 of said Se(
<br />distance of 1333.97' to the NW corner of the EY2SWY4SW)/4SWY4 o
<br />thence S88 °50'56 "E along the north line of the said EY2SWY4SWY4
<br />20 for a distance of 329.15' to the NE corner of the said EY2
<br />Section 20, thence S00'12'44 "W along the east line of the EY2S1
<br />Section 20 for a distance of 623.52' to the SE corner of the
<br />said section 20, thence S00 °39'12 "W along the east line of the
<br />Section 29 for a distance of 2062.36' thence SOO °46'55 "W olon
<br />the WY2WY2NWY4 of said Section 29 for a distance of 674.27' the
<br />the said WY2WY2NWY4 of said Section 29, thence S00 °46'55 "W alor
<br />the NWY4NWY4SWY4 of said Section 29 for a distance of 145.43'
<br />northeasterly Right -of -Way of Colorado State Highway No. 9, ti
<br />along the arc of a curve whose delta is 7 °40'48" and whose ro
<br />for a distance of 761.37' and whose chord bears N46'43'13 "W f
<br />760.96', thence N42 °38'14 "W for a distance of 858.98', thence
<br />distance of 19.90', thence N42 °40'08 "W for a distance of 399.7
<br />S46'45'12 "W for a distance of 19.90', thence N42 °40'08 "W for a
<br />405.70', thence to the right along the arc of a curve whose df
<br />and whose radius is 2815.00' for a distance of 1290.68' and wl
<br />N29 °28'22 "W a distance of 1279.40', thence N89'25'49 "E a distc
<br />thence to the right along the arc of a curve whose delta is 13
<br />radius is 2565.00' for a distance of 610.41' and whose chord b
<br />distance of 607.76', thence N04'19'50 "W for a distance of 577.
<br />S85 °39'52 "W for a distance of 249.97', thence N04 °20'01 "W for
<br />299.99' thence N84'54'47'E for a distance of 30.72' to a high"
<br />180 +00, thence N04'16'04 "W for a distance of 1097.29', thence
<br />the arc of a curve whose delta is 00 °14'41" and whose radius i
<br />distance of 24.81', and whose chord bears N04 °27'19 "W a distor
<br />thence to the left along the arc of a curve whose delta is 6'5.1
<br />radius is 5810.00' for a distance of 702.51' and whose chord b
<br />distance of 702.08' to a point on the north line of the SY2SY2N1
<br />19, thence N88 °00'08 "E along the said north line SY2SY2NEY4 of
<br />distance of 667.15', thence S01'17'32 "W leaving said north line
<br />60.10, thence N88 °00'08 "E for a distance of 835.63', thence INC
<br />distance of 60.35', to a point on the north line of said SY2SY2N1
<br />'19, thence N88'08'24 "E along said north line for a distance of
<br />corner of said Wy2SWY4SWY4SWY4 of said Section 19, the point of
<br />Containing 252.29 Acres, more or less.
<br />Perm it #: op 5- Confidental ?: n
<br />Class:ejz yt Da[ s Type -Seq.:
<br />From: DAy To:
<br />Doc. Name: 5 ( a
<br />Doc. Date (if no date stamp).- o Y I q Loo S
<br />RECEIVED
<br />MAR 14 2005
<br />Division of Minerals and Geology
<br />� r
<br />/z/ � S
<br />LAND SURVEY PLAT
<br />SNOWSTORM SAND & GRAVEL
<br />PARK COUNTY, COLORADO
<br />SEC. 19,20, 29 & 30 T9S, R77W OF THE 6TH P.M. ADDRESS:
<br />N
<br />I
<br />`s
<br />I o
<br />D *05 *13'4.3j� (S88'08'05 "E)l
<br />R. 5680.00 (174.18)
<br />t�= 518.34
<br />VJ1 %4
<br />4
<br />SW I `�
<br />SEC. 29.
<br />D=00'08'28"
<br />D- 07'40'48" R= 5680.00
<br />R =5680.00` =14.00
<br />L=761.3,7'
<br />z
<br />U
<br />(N88'23'27 "W 845.43)
<br />(N88'23'27 "W 773.72) ■
<br />cri
<br />v
<br />3
<br />in
<br />in
<br />:d-
<br />0
<br />0
<br />- {N88'03'05 "W 2633.49)
<br />\0> BEAVER RIDGE
<br />D =0 '18'37" '�� �0 3 FILING NO. 3
<br />R= 5680.00 29 oo (VACATED)
<br />■
<br />C >
<br />Z F
<br />�1
<br />r-
<br />zo
<br />z�
<br />� I
<br />0
<br />_�ET.AIL OF 60 - -FOOT WIDE TRACT
<br />THE SNOWSTORM \
<br />E1/2 NW1 j4
<br />12 11 SE1 /4 NE1 /4 NE1 /4 SE1 /4
<br />NE1 /4
<br />NORTH LINE OF THi= S1/2 SWl /4 NE1 /4
<br />N88'00'08"
<br />30.05 NE,8'00'08 "E (--NORTH LINE OF THE S1/2 $E1/4 NE1 /4--'"__,
<br />331.02 + N 88'00'08" E 464.66 uti----------------
<br />o
<br />Mo
<br />cO - - -- -- _W8 - - --
<br />® -- S 88- - '00- -'08- " 35.63 N �
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<br />SURVEYOR'S �E BTIFICAT
<br />THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF THE
<br />PERSON, PERSONS, OR ENTITY NAMED IN THE STATEMENT HEREON,
<br />SAID STATEME=NT DOES NOT EXTEND TO ANY UNNAMED PERSON OR
<br />ENTITY WITHOUT AN EXPRESSED RESTATEMENT BY THE SURVEYOR
<br />NAMING SAID PERSON OR ENTITY. I, THOMAS L. BURNETT, A
<br />PROFESSIONA!_ LAND SURVEYOR IN THE STATE OF COLORADO, DO
<br />HEREBY CERTIFY TO SNOWSTORM SAND AND GRAVEL THAT THE PLAT
<br />AND SURVEY OF THE REAL PROPERTY SHOWN AND DESCRIBED HEREON
<br />WAS PERFORMED BY ME OR UNDER MY DIRECT RESPONSIBILITY,
<br />SUPERVISION AND CHECKING, IN STRICT COMPLIANCE WITH COLORADO
<br />STATUTES, AND THAT BOTH THE SURVEY AND PLAT ARE TRUE,
<br />ACCURATE
<br />AND COMPLETE TO THE BEST OF MY KNOWLEDGE,
<br />DATED THIS __ - -- -_DAY OF - --- --- ---- --- -- - - - - -- -2004
<br />PROFESSIONAL_ LAND SURVEYOR, COLD LICENSE NO. 11944
<br />N O T I C E ACCORDING TO COLORADO LAW YOU MUST COMMENCE
<br />ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY
<br />WITHIN THREE YEARS AFTER YOU FIRST DISCOVERED SUCH DEFECT.
<br />IN NO EVENT, MAY ANY ACTION BE COMMENCED MORE THAT TEN
<br />YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON.
<br />DEPOSITED THIS - -_ -_ -DAY OF ------ _ - - - - -, 2004 AT - -__M.,
<br />IN BOOK______ OF THE COUNTY SURVEYOR'S LAND SURVEY PLATS
<br />\RIGHT- OF -VIAY SURVEYS AT PAGE- - - - - -, AT RECEPTION
<br />N0._--- - - - - --
<br />NOTES:
<br />1) THE BASIS OF BEARING IS THE PLATTED BEARING OF THE SOUTH LINE OF THE
<br />SE1 /4 OF SECTION 18, AS PER A PERIMETER ECDC SURVEY OF SECTIONS 17 & 18
<br />T.9S., R.77W. 6th P.M., DATED JULY 2, 1968, AS BEING S89'33'14'E, WITH BOTH
<br />CORNERS BEING FOUND MONUMENTS AS 'SHOWN.
<br />2) CLIENT DIE, NOT WANT RIGHT -OF -WAY'S AND EASEMENTS RESEARCHED AND
<br />SHOWN.
<br />3) THE PURPOSE OF THIS SURVEY IS FIND OR SET THE PROPERTY CORNERS.
<br />4) MEASUREMENTS SHOWN IN PARENTHESIS ARE FIELD MEASUREMENTS, UNLESS
<br />OTHERWISE NOTED.
<br />5) CERTIFICATION NOT VALID WITHOUT ORIGINAL SEAL AND SIGNATURE, THIS
<br />SURVEY AND ALL RELATED DOCUMENTS ARE FOR THE SOLE USE OF THE CLIENT AT
<br />THE DATE OF CERTIFICATION, AND DOES INOT EXTEND TO ANY UNNAMED PERSON
<br />OR ENTITY WITHOUT AN EXPRESSED RESTATEMENT BY THE SURVEYOR NAMING SAID
<br />PERSON OR ENTITY.
<br />6) ANY PERSON WHO KNOWINGLY REMOVES, ALTERS, OR DEFACES ANY PUBLIC
<br />LAND SURVEY MONUMENT OR BOUNDARY MONUMENT OR ACCESSORY, COMMITS A
<br />CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18 -4 -508, C.R.S.
<br />LIMITATIONS OF ACTIONS AGAINST LAND SURVEYORS
<br />ALL ACTIONS AGAINST ANY LAND SURVEYOR BROUGHT TO RECOVER
<br />DAMAGES RESULTING FROM ANY ALLEGED NEGLIGENT OR DEFECTIVE
<br />LAND SURVEY SHALL BE BROUGHT WITHIN THREE YEARS AFTER THE
<br />PERSON BRINGING THE ACTION EITHER DISCOVERED, OR IN THE
<br />EXERCISE OF REASONABLE DILIGENCE AND CONCERN, SHOULD HAVE
<br />DISCOVERED -_HE NEGLIGENCE OR DEFECT WHICH GAVE RISE TO
<br />SUCH ACTION; AND NOT THEREAFTER, BUT IN NO CASE SHALL
<br />SUCH AN ACTION BE BROUGHT MORE THAT TEN YEARS AFTER THE
<br />COMPLETION OF THE SURVEY UPON WHICH SUCH ACTION IS BASED.
<br />TITLE COMMITMENT NOTES:
<br />THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT
<br />TITLE COMMITMENT, THE RECORD INFORMATION, WHICH IS
<br />REFERENCED HEREON, IS THE RESULT OF RESEARCH PERFORMED BY
<br />TETRA TECH INC., AND IS NOT NECESSARILY COMPLETE OR
<br />CONCLUSIVE.
<br />400 0 200 400 800
<br />H tract or Jana Deing locatea in parts or �)ectlons I 1j �u
<br />1 nwnchin Q tine ith Rnnrrp 77 Wacf of tha Ft�', °x,�v��`
<br />Colorado, being the
<br />SEY4 Section 19, East of Colorado State Highway No. 9
<br />SY2SY2NEY4 Section 19, East of Colorado State Highway No.
<br />NE Y4 Section 30, East of Colorado State Highway No. 9
<br />WY2WY2WY2SWY. Section 20,
<br />EY2SWY4SWY4SWY4 Section 20,
<br />WY2SWY4SWY4NWY4 Section 20,
<br />WY2WY2NWY4 Section 29, East of Colorado State Highway No
<br />NWY4NWY4SWY4 Section 29, East of Colorado State Highway
<br />EXCEPTING THEREFROM a portion of the SY2SY2NEY4 Section 19, n
<br />described as follows:
<br />Beginning at the Southeast corner of Lot 11, The Snowstc
<br />being the North lie of the North line of the SY2SEY4NEY4 of said
<br />N88 °00'08 "E along said North line for a distance of 464.66', th,
<br />for a distance of 60.5', thence S88'00'08 "W for a distance of f
<br />N01 °17'32 "E for a distance of 60.10' to a point on the south Iii
<br />Snowstorm, said point also being athe Southwest corner of the
<br />for future road norhe o the plat of The Snowstorm, thence N8F
<br />distance of 30.05' to the common corner of said Lots 11 and
<br />thence N88 °00'08 "E for a distance of 331.02' to the point of b
<br />SAID TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS
<br />A. tract of land being located in parts of Sections 19, 20, 2�
<br />South, Range 77 West of the 6th P.M., County of Park, State c
<br />more particularly described as follows:
<br />Commencing at the East Y4 corner of said Section 19, the
<br />along the east line of said Section 19 for a distance of 670.7
<br />of the WY2SWY4SWY4NWY4 Section 20, thence S86'00'44 "E for a di!
<br />the NE corner of the WY2SWY4SWY4NWY4 Section 20 thence S00 °1
<br />east line of the said WY2SWY4SWY4NWY4 Section 20 for a distance
<br />corner of the said WY2SWY4SWY4NWY4 Section 20, thence S00'07'3'
<br />line of the said WY2WY2WY2 of said Section 20 for a distance of
<br />S00 °07'33 "W continuing along the east line WY2WY2WY2 of said Se(
<br />distance of 1333.97' to the NW corner of the EY2SWY4SW)/4SWY4 o
<br />thence S88 °50'56 "E along the north line of the said EY2SWY4SWY4
<br />20 for a distance of 329.15' to the NE corner of the said EY2
<br />Section 20, thence S00'12'44 "W along the east line of the EY2S1
<br />Section 20 for a distance of 623.52' to the SE corner of the
<br />said section 20, thence S00 °39'12 "W along the east line of the
<br />Section 29 for a distance of 2062.36' thence SOO °46'55 "W olon
<br />the WY2WY2NWY4 of said Section 29 for a distance of 674.27' the
<br />the said WY2WY2NWY4 of said Section 29, thence S00 °46'55 "W alor
<br />the NWY4NWY4SWY4 of said Section 29 for a distance of 145.43'
<br />northeasterly Right -of -Way of Colorado State Highway No. 9, ti
<br />along the arc of a curve whose delta is 7 °40'48" and whose ro
<br />for a distance of 761.37' and whose chord bears N46'43'13 "W f
<br />760.96', thence N42 °38'14 "W for a distance of 858.98', thence
<br />distance of 19.90', thence N42 °40'08 "W for a distance of 399.7
<br />S46'45'12 "W for a distance of 19.90', thence N42 °40'08 "W for a
<br />405.70', thence to the right along the arc of a curve whose df
<br />and whose radius is 2815.00' for a distance of 1290.68' and wl
<br />N29 °28'22 "W a distance of 1279.40', thence N89'25'49 "E a distc
<br />thence to the right along the arc of a curve whose delta is 13
<br />radius is 2565.00' for a distance of 610.41' and whose chord b
<br />distance of 607.76', thence N04'19'50 "W for a distance of 577.
<br />S85 °39'52 "W for a distance of 249.97', thence N04 °20'01 "W for
<br />299.99' thence N84'54'47'E for a distance of 30.72' to a high"
<br />180 +00, thence N04'16'04 "W for a distance of 1097.29', thence
<br />the arc of a curve whose delta is 00 °14'41" and whose radius i
<br />distance of 24.81', and whose chord bears N04 °27'19 "W a distor
<br />thence to the left along the arc of a curve whose delta is 6'5.1
<br />radius is 5810.00' for a distance of 702.51' and whose chord b
<br />distance of 702.08' to a point on the north line of the SY2SY2N1
<br />19, thence N88 °00'08 "E along the said north line SY2SY2NEY4 of
<br />distance of 667.15', thence S01'17'32 "W leaving said north line
<br />60.10, thence N88 °00'08 "E for a distance of 835.63', thence INC
<br />distance of 60.35', to a point on the north line of said SY2SY2N1
<br />'19, thence N88'08'24 "E along said north line for a distance of
<br />corner of said Wy2SWY4SWY4SWY4 of said Section 19, the point of
<br />Containing 252.29 Acres, more or less.
<br />Perm it #: op 5- Confidental ?: n
<br />Class:ejz yt Da[ s Type -Seq.:
<br />From: DAy To:
<br />Doc. Name: 5 ( a
<br />Doc. Date (if no date stamp).- o Y I q Loo S
<br />RECEIVED
<br />MAR 14 2005
<br />Division of Minerals and Geology
<br />� r
<br />/z/ � S
<br />LAND SURVEY PLAT
<br />SNOWSTORM SAND & GRAVEL
<br />PARK COUNTY, COLORADO
<br />SEC. 19,20, 29 & 30 T9S, R77W OF THE 6TH P.M. ADDRESS:
<br />
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