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A PORTION
<br />Parcel Description:
<br />Beginning
<br />at a point on the south line of
<br />the SE
<br />9
<br />Section 34,
<br />Township 1 South,
<br />Range 67
<br />West of the
<br />6th P.M., which is
<br />598.1 feet
<br />westerly of
<br />the southeast corner
<br />of the
<br />SW 34 of the SE 34 of said Section
<br />34;
<br />thence
<br />S
<br />89'13'416" W
<br />along said south line a
<br />distance of 722.13 feet to the S t/4 corner
<br />of Said
<br />Section 34;
<br />thence
<br />S
<br />89'33'15" W
<br />along the south line of
<br />the SW
<br />1/4
<br />of said Section
<br />34 a distance of
<br />58.41 feet
<br />to a point;
<br />thence
<br />N
<br />08'46'11" W
<br />a distance of 63.81
<br />feet to
<br />a
<br />point;
<br />thence
<br />N
<br />07'53'41" W
<br />a distance of 473.73
<br />feet to
<br />a
<br />point;
<br />thence
<br />N
<br />19'05'03" W
<br />a distance of 22.99
<br />feet to
<br />a
<br />point;
<br />thence
<br />N
<br />19'05'05" W
<br />a distance of 168.84
<br />feet to
<br />a
<br />point;
<br />thence
<br />N
<br />25'18'02" E
<br />a distance of 422.06
<br />feet to
<br />a
<br />point;
<br />thence
<br />N
<br />38'17'09" E
<br />a distance of 220.91
<br />feet to
<br />a
<br />point;
<br />thence
<br />N
<br />52'19'58" E
<br />a distance of 288.79
<br />feet to
<br />a
<br />point;
<br />thence
<br />N
<br />76'43'22" E
<br />a distance of 161.73
<br />feet to
<br />a
<br />point;
<br />-
<br />thence
<br />N
<br />52'39'11" E
<br />a distance of 11.39
<br />feet to
<br />a
<br />point;
<br />thence
<br />N
<br />76'22'39" E
<br />a distance of 305.96
<br />feet to
<br />a
<br />point;
<br />thence
<br />N
<br />21'55 "18" E
<br />a distance of 214.81
<br />feet to
<br />a
<br />point;
<br />thence
<br />N
<br />09'20'38 " E
<br />a distance of 160.00
<br />feet to
<br />a
<br />point;
<br />thence
<br />N
<br />07'05'00" E
<br />a distance of 149.98
<br />feet to
<br />a
<br />point;
<br />thence
<br />N
<br />17'16'37" E
<br />a distance of 62.40
<br />feet to
<br />a
<br />point;
<br />thence
<br />N
<br />17"16'37" E
<br />a distance of 476.55
<br />feet to
<br />a
<br />point;
<br />thence
<br />N
<br />71'45'43" E
<br />a distance of 210.97
<br />feet to
<br />a
<br />point on the N -S centerline of the
<br />SE 34 of
<br />said Section
<br />34, 12.14 feet south of
<br />the northeast
<br />corner
<br />of the NW 34 of said SE
<br />1/a;
<br />thence
<br />S
<br />00'27'48" E
<br />along said N -S
<br />centerline
<br />a distance
<br />of 2,299.57 feet to a
<br />point on
<br />the westerly
<br />right -of -way line of
<br />County
<br />Road No. 31;
<br />thence
<br />S
<br />31'05'04" W
<br />along said
<br />right -of -way
<br />a distance
<br />of 238.03 feet to a
<br />point;
<br />thence
<br />N
<br />64'17'56" W
<br />a distance of 410.00 Go
<br />feet to
<br />a
<br />point;
<br />thence
<br />S
<br />18'16'19" W
<br />a distance of 328.66
<br />feet to
<br />the point of Beginning, containing
<br />52.29 acres, more or
<br />less.
<br />SW
<br />corner
<br />Sec.
<br />34
<br />LS
<br />25937
<br />- -
<br />cap
<br />- - - -
<br />Is
<br />0
<br />LAND SURVEY PLAT
<br />OF THE S.
<br />COUNTY OF
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<br />Parcel B
<br />1/2 OF SECTION 34, T1 S, R67W, 6th P.M.
<br />ADAMS, STATE OF COLORADO
<br />E -W � Sec. 34
<br />Nj622 3g" E
<br />/ 3p5 96
<br />N 5 ?:3g,1j.
<br />57j. 39. f
<br />parcel overlap
<br />- - � c -' -
<br />Parcel B
<br />Parcel A
<br />1 1910$'03" W
<br />22.99' 1
<br />200 0 200 400
<br />SCALE IN FEET
<br />1"= 200'
<br />\ \N�
<br />N 08'46 11-V
<br />63.81'
<br />S 89'33'15" W
<br />2626.32' 58.41'
<br />S 1/4 corner in river
<br />"Area of ambiguity"
<br />i approx. east top of bank,
<br />South Platte River
<br />100' W.C. S 89'13'
<br />3 -1/4" cap, LS 22098 722.
<br />n
<br />IZ
<br />NOTES
<br />1. NOTICE: According to Colorado law, you must commence any legal action based upon any defect
<br />in this survey within three years after you first discover such defect. In no event may any
<br />action based upon any defect in this survey be commenced more than ten years from the date
<br />of certification shown hereon.
<br />2. This Land Survey Plat, and the information hereon, may not be used for any additional or
<br />extended purposes beyond that for which it was intended and may not be used by any parties
<br />other than those to which it is certified.
<br />3. This Survey does not constitute a title search by His Consultants, Inc. to determine ownership
<br />or easements of record, right -of -way and title of record.
<br />4. This Land Survey Plat is a survey of the three parcels that are described in Transnation Title
<br />Insurance Company commitment no. C1933999, dated Nov. 3, 1999. Overlaps exist as shown
<br />between the parcels. The boundary as shown hereon and described is of the resulting exterior.
<br />A deed call along the south line of Parcel A refers "to a point on the Easterly boundary of the
<br />South Platte River ". There is insufficient description within the remaining deed calls to assume
<br />the entire westerly boundary is the easterly boundary of the South Platte River. This is the
<br />reason for the area labeled as the "Area of ambiguity ", the area between the title line and the
<br />existing east bank of the South Platte River.
<br />5. Course #3 in Parcel B was assumed to be a typographic error and was changed from a
<br />southeast bearing to a southwest bearing to provide lot closure.
<br />6. The witness corner to the S % corner of Section 34 set by LS 16398 is based on a single
<br />proportion re- establishment of the S 34 corner. This witness corner was not used for this
<br />survey. His Consultants, Inc. honored the position of the witness corner as monumented by LS
<br />22098. This monument matches the position of the oldest known witness corner as shown on
<br />the monument record filed by Edward Lind, Jr., LS 2730. This also matches, within reason, the
<br />common angle and distances as shown on the 1981 plat of "Road Runner's Rest II ".
<br />Basis of Bearings:
<br />The south line of the SE 1/4 Sec. 34 being N 89'13'46" E
<br />between the monuments shown hereon.
<br />LEGEND
<br />f
<br />found Section monument, as described RE
<br />C Set rebar and cap, PLS 20140, yellow plastic ce j f %E'VE CE�VEp
<br />© Set rebar and cap, PLS 20140, 2" alum.
<br />O found monument as described FEB 1 Or/2000 a • FEB 16 2000
<br />-X- 6' chain link fence pi �onOfJWN*ray&
<br />14Stan of twnt@01111 & (`,eot ft
<br />Surveyor's Certification: ��
<br />I, Douglas L. Howell, a Professional Land Surveyor in the State of Colorado, on the basis of my
<br />knowledge, information and belief do hereby state to Asphalt Specialties Co., KeyBank National
<br />Association, Transnation Title Insurance Co., that in December, 1999 a property survey was made
<br />under my supervision, and as a result of a survey made to normal standards of care of a
<br />Professional Land Surveyor practicing in the State of Colorado, that the Survey herein is an
<br />accurate representation of the property as determined by this survey. All notes shown hereon
<br />are a part of this certification. The survey does not constitute a title search by His
<br />Consultants, Inc. to determine ownership of this tract or to verify the description shown; the
<br />compatibility of this description with that of adjacent tracts; nor easements of record.
<br />Douglas L. Howell
<br />PLS No. 20140
<br />Filing Certificate:
<br />Deposited this Day of . 2000 at - M.
<br />in Book of the County Surveyor's Land Survey
<br />r` fnd LS 6973 Plats /Right -of -Way Surveys at page
<br />yellow plastic cup Number
<br />3� I
<br />o" V /
<br />W -/4 1.
<br />r7 (signed) County Surveyor
<br />y I
<br />/ SWlcorner, SE 1/4, SE 1/4 SE corner Sec. 34
<br />yy S 8_9'13'46" W 598.10' 320.23' N 89'13'46 = A E /t LS 24305 cap in range b
<br />ox
<br />P.O.B. 1488.25' to cl 120th Ave. V
<br />// fnd #3 rebor
<br />A fnd LS 6973
<br />yellow plastic cap
<br />Permit Number {�
<br />Class: OPennit
<br />Section/E iblt:
<br />Class:l� ision _. _._._._. ._._._._._._._._._.,
<br />Type/S_eq: �_�- 1- _- _- _- Y�y(�- (�/Cn /_ _______________ '
<br />Class: O Report O Hydro Oaeneral V
<br />POCTrpg_ -- - --- - ---------------------- OApplication (Coal only) O Bond O Enforcement O Inspection
<br />Land purvey mat
<br />alt Specialties, Henderson, CO
<br />His CorlLsultants, Inc.
<br />11485 West Exposition Ave.
<br />Lakewood, Colorado
<br />(303) 763 -7312
<br />III RI O,1111111all
<br />0 0 0 1 2 9 0
<br />13rN7
<br />cel
<br />overlap
<br />ove37"
<br />E/
<br />'
<br />" E
<br />/
<br />4,
<br />Parcel A
<br />1 1910$'03" W
<br />22.99' 1
<br />200 0 200 400
<br />SCALE IN FEET
<br />1"= 200'
<br />\ \N�
<br />N 08'46 11-V
<br />63.81'
<br />S 89'33'15" W
<br />2626.32' 58.41'
<br />S 1/4 corner in river
<br />"Area of ambiguity"
<br />i approx. east top of bank,
<br />South Platte River
<br />100' W.C. S 89'13'
<br />3 -1/4" cap, LS 22098 722.
<br />n
<br />IZ
<br />NOTES
<br />1. NOTICE: According to Colorado law, you must commence any legal action based upon any defect
<br />in this survey within three years after you first discover such defect. In no event may any
<br />action based upon any defect in this survey be commenced more than ten years from the date
<br />of certification shown hereon.
<br />2. This Land Survey Plat, and the information hereon, may not be used for any additional or
<br />extended purposes beyond that for which it was intended and may not be used by any parties
<br />other than those to which it is certified.
<br />3. This Survey does not constitute a title search by His Consultants, Inc. to determine ownership
<br />or easements of record, right -of -way and title of record.
<br />4. This Land Survey Plat is a survey of the three parcels that are described in Transnation Title
<br />Insurance Company commitment no. C1933999, dated Nov. 3, 1999. Overlaps exist as shown
<br />between the parcels. The boundary as shown hereon and described is of the resulting exterior.
<br />A deed call along the south line of Parcel A refers "to a point on the Easterly boundary of the
<br />South Platte River ". There is insufficient description within the remaining deed calls to assume
<br />the entire westerly boundary is the easterly boundary of the South Platte River. This is the
<br />reason for the area labeled as the "Area of ambiguity ", the area between the title line and the
<br />existing east bank of the South Platte River.
<br />5. Course #3 in Parcel B was assumed to be a typographic error and was changed from a
<br />southeast bearing to a southwest bearing to provide lot closure.
<br />6. The witness corner to the S % corner of Section 34 set by LS 16398 is based on a single
<br />proportion re- establishment of the S 34 corner. This witness corner was not used for this
<br />survey. His Consultants, Inc. honored the position of the witness corner as monumented by LS
<br />22098. This monument matches the position of the oldest known witness corner as shown on
<br />the monument record filed by Edward Lind, Jr., LS 2730. This also matches, within reason, the
<br />common angle and distances as shown on the 1981 plat of "Road Runner's Rest II ".
<br />Basis of Bearings:
<br />The south line of the SE 1/4 Sec. 34 being N 89'13'46" E
<br />between the monuments shown hereon.
<br />LEGEND
<br />f
<br />found Section monument, as described RE
<br />C Set rebar and cap, PLS 20140, yellow plastic ce j f %E'VE CE�VEp
<br />© Set rebar and cap, PLS 20140, 2" alum.
<br />O found monument as described FEB 1 Or/2000 a • FEB 16 2000
<br />-X- 6' chain link fence pi �onOfJWN*ray&
<br />14Stan of twnt@01111 & (`,eot ft
<br />Surveyor's Certification: ��
<br />I, Douglas L. Howell, a Professional Land Surveyor in the State of Colorado, on the basis of my
<br />knowledge, information and belief do hereby state to Asphalt Specialties Co., KeyBank National
<br />Association, Transnation Title Insurance Co., that in December, 1999 a property survey was made
<br />under my supervision, and as a result of a survey made to normal standards of care of a
<br />Professional Land Surveyor practicing in the State of Colorado, that the Survey herein is an
<br />accurate representation of the property as determined by this survey. All notes shown hereon
<br />are a part of this certification. The survey does not constitute a title search by His
<br />Consultants, Inc. to determine ownership of this tract or to verify the description shown; the
<br />compatibility of this description with that of adjacent tracts; nor easements of record.
<br />Douglas L. Howell
<br />PLS No. 20140
<br />Filing Certificate:
<br />Deposited this Day of . 2000 at - M.
<br />in Book of the County Surveyor's Land Survey
<br />r` fnd LS 6973 Plats /Right -of -Way Surveys at page
<br />yellow plastic cup Number
<br />3� I
<br />o" V /
<br />W -/4 1.
<br />r7 (signed) County Surveyor
<br />y I
<br />/ SWlcorner, SE 1/4, SE 1/4 SE corner Sec. 34
<br />yy S 8_9'13'46" W 598.10' 320.23' N 89'13'46 = A E /t LS 24305 cap in range b
<br />ox
<br />P.O.B. 1488.25' to cl 120th Ave. V
<br />// fnd #3 rebor
<br />A fnd LS 6973
<br />yellow plastic cap
<br />Permit Number {�
<br />Class: OPennit
<br />Section/E iblt:
<br />Class:l� ision _. _._._._. ._._._._._._._._._.,
<br />Type/S_eq: �_�- 1- _- _- _- Y�y(�- (�/Cn /_ _______________ '
<br />Class: O Report O Hydro Oaeneral V
<br />POCTrpg_ -- - --- - ---------------------- OApplication (Coal only) O Bond O Enforcement O Inspection
<br />Land purvey mat
<br />alt Specialties, Henderson, CO
<br />His CorlLsultants, Inc.
<br />11485 West Exposition Ave.
<br />Lakewood, Colorado
<br />(303) 763 -7312
<br />III RI O,1111111all
<br />0 0 0 1 2 9 0
<br />
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