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PROPOSED BACHUS BORROW PIT
<br />LOCKTED IN THE SWI /4 SECTION Lief T 37 Nr
<br />P 10 Ins NI%f, P I%f , kLkI %f O S. COUNTY, C O LO RkD O
<br />DESCRIPTION OF PIT SITE
<br />TOWNSHIP 37 NORTH, RANGE 10 EAST, N.M.P.M.
<br />Section 18:
<br />THAT PART OF THE SOUTHWEST QUARTER OF SECTION 18 described as
<br />follows: Beginning at a point from which the West Quarter
<br />Corner of Said Section 18 bears North 3933'30" West a distance
<br />of 1554.67 feet; thence South 89'29'32" East a distance of
<br />740.52 feet; thence South 00'30'28" West a distance of 528.26
<br />feet; thence North 89'29'32" West a distance of 740:52- feet;
<br />thence North 00 "30'28" East a distance of 528.26 feet to the
<br />True Point of Beginning.
<br />containing 8.981 acres, more or less.
<br />SURROUNDING PROPERTY DESCRIPTION (INCLUDING PIT SITE)
<br />TOWNSHIP 37 NORTH, RANGE 10 EAST, N.M.P.M.
<br />Section 18: SW1 /4
<br />SAVING AND EXCEPTING THEREFROM that portion described in deed to
<br />the Board of County Commissioners of Alamosa County, Colorado,
<br />dated August 15, 1980, and recorded August 21, 1980, in Book
<br />275 at Page 84 of the Alamosa County, Colorado, records;
<br />ALSO SAVING AND EXCEPTING THEREFROM that portion described as
<br />follows: Beginning at the Southwest corner of said Section 18
<br />(as monumented by a pin and cap set by PE –LS #2281); thence
<br />North 89'42'28" East along the South line of said Section 18
<br />to a point on the West line of that tract described in deed to
<br />the Board of County Commissioners of Alamosa County, Colorado,
<br />dated August 15, 1980, and recorded August 21, 1980, in Book 275
<br />at Page 84 of the Alamoso County, Colorado, records; thence
<br />along the arc of a curve to the left, with a radius of 1115.92
<br />feet a distance of 669.92 feet (the chord of which bears North
<br />19'47'18" West a distance of 659.90 feet); thence North 36'59'11"
<br />West a distance of 12.52 feet; thence along the arc of a
<br />curve to the right, with a radius of 1175.92 feet, a distance
<br />475.44 feet (the chord of which bears North 2924'14" West a
<br />distance of 472.20 feet) to a point on the West line of said
<br />Section 18; thence South 0'51'10" East along the West line of
<br />said Section 18 to the Point of Beginning. (Ralph Bachus Tract)
<br />containing 144.654 acres, more or less.
<br />SURVEYOR'S STATEMENT
<br />I, Daniel M. Russell, a duly registered land surveyor in the State of Colorado,
<br />do hereby state that this plat was prepared from the notes of an actual
<br />field survey performed by me or under my direct supervision and is true
<br />and correct to the best of my knowledge and belief.
<br />Daniel M. Russell 6-OZ-1.4
<br />R.L.S. #22583 Date
<br />1
<br />ACREAGE IN COUNTY ROAD
<br />0.792 AC. --_
<br />APPROXIMATE
<br />LOCATION
<br />HOME OF
<br />NEAREST NEIGHBOR
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<br />RECOVERED'No. 6 REBAR
<br />WITH 3 1/4 INCH ALUMINUM OWNER: PATRICK & CAROL COLVIN
<br />CAP - RLS #23891
<br />1
<br />OWNER: PATRICK & CAROL COLVIN
<br />sx BOOK 275, PAGE 84 Z I 1n
<br />I a' 1.84 AC.
<br />o!
<br />N 36.58'05" W N 8929'32° W
<br />12.52'
<br />740.52' of
<br />w I
<br />C
<br />GC / y0 ,
<br />ARC L = 679.08' / J/ C
<br />I W RADIUS = 1175.92'
<br />CENTRAL ANGLE = 33'05'16" / OV`i
<br />CHORD BEARING = N 2925'27" W ! `�
<br />rn i W CHORD LENGTH = 669.68' / � �� . OWNER" DANIEL 11. RUSSELL
<br />W W COUNTY ROAD
<br />EXCEPTION - EXCEPTION
<br />C BOOT 275, PI.GE 64
<br />I 5.76 AC. 1.84 AC. / / ST 30" QUARTER CORNER SEC. 18 I
<br />SET LONG No. 6 REBAR
<br />• 46.20' , WITH 3 1/C4 INCH ALUMINUM
<br />CAP
<br />F OR CORNER
<br />R R
<br />- -� :�_ . �� _. / 2 17.10' 1 8
<br />- 2-4 IA _ ,�. -_ W 4 K k_ X
<br />^/ 24 S 89'42'03" W 1 I N 8858'04' W 2263.30'
<br />430.68' '
<br />SET 3(" LONG No. 6 REBAR
<br />WITH 3 1/4 INCH ALUMINUM E'
<br />CAP FOR CORNER SET 30" LONG No. 6 REBAR U) • d
<br />WITH 3 1/4 INCH ALUMINUM d I W OWNER: DANIEL & CAROL RUSSELL
<br />CAP FOR CORNER W APPROXIMATE
<br />C LOCATION OF
<br />HOME OF DANIEL & CAROL
<br />W I W RUSSELL
<br />CS C7
<br />I
<br />MONUMENTED SURVEY PLAT
<br />Deposited this - - -- day of ----- - - - - -, A.D. 1995, at .
<br />in Book - - - -- of the Land Survey Plats at Page - - - - --
<br />County, Colorado.
<br />Signed: – – – – – – – – – – – – – – – – – – – – – – Title: - - - -- al—
<br />------ O'clock - -M.
<br />, of the records of
<br />1
<br />18
<br />1• � I I
<br />Y
<br />COUNTY
<br />S 89'55'02" E
<br />OWNER: DANIEL M. RUSSELL °
<br />269714'
<br />.
<br />I
<br />I
<br />—
<br />667.14
<br />—
<br />C �
<br />500'
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<br />50
<br />00.0
<br />C
<br />C
<br />500.00'
<br />—
<br />500.00'
<br />(
<br />30.00'
<br />'•
<br />�wY J x�it =�
<br />0
<br />w1 AM"l
<br />0
<br />ARC L = 241.74'
<br />I
<br />RADIUS = 300.00'
<br />CENTER
<br />OF SECTION 18
<br />CENTRAL ANGLE = 46'10'07"
<br />SET
<br />30" LONG No. 6 REBAR
<br />+
<br />-
<br />-- --
<br />WITH
<br />3 1/4 INCH ALUMINUM
<br />v
<br />_
<br />CAP
<br />FOR CORNER
<br />NI
<br />N
<br />89'09'56" E \ \
<br />72.14' \ \
<br />PROPOSED ACCESS
<br />ROAD
<br />o
<br />1.006 ACRES
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<br />\ \
<br />\
<br />sR.�c�
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<br />00
<br />44'39'57" E
<br />d'j"O:
<br />/S
<br />\ \,r 910.41'
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<br />Sri
<br />1/4.
<br />sw
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<br />Ul
<br />OWNER: DANIEL M. RUSSELL \ \
<br />ARC L - 236.53'
<br />RADIUS 300.00'
<br />pp
<br />o
<br />=
<br />CENTRAL ANGLE = 45'10'24"
<br />I
<br />ol,
<br />OWNER: DANIEL 11.
<br />RUSSELL
<br />m
<br />S 89'29'32"
<br />E 740.52'
<br />S 56" W
<br />o!
<br />I
<br />.'
<br />30.00D0'
<br />o
<br />1
<br />60.01'
<br />o
<br />ARC L = 703.76'
<br />I
<br />RADIUS = 1115.92'
<br />W
<br />3
<br />I
<br />CENTRAL ANGLE - 36.08'01"
<br />CHORD BEARING - N 1954'05" W
<br />CHORD LENGTH = 692.15'
<br />00 iD
<br />PROPOSED DIRT BORROW
<br />SITE 00
<br />!
<br />cnoG
<br />o C6
<br />8.981
<br />ACRES
<br />o
<br />I
<br />C N
<br />sx BOOK 275, PAGE 84 Z I 1n
<br />I a' 1.84 AC.
<br />o!
<br />N 36.58'05" W N 8929'32° W
<br />12.52'
<br />740.52' of
<br />w I
<br />C
<br />GC / y0 ,
<br />ARC L = 679.08' / J/ C
<br />I W RADIUS = 1175.92'
<br />CENTRAL ANGLE = 33'05'16" / OV`i
<br />CHORD BEARING = N 2925'27" W ! `�
<br />rn i W CHORD LENGTH = 669.68' / � �� . OWNER" DANIEL 11. RUSSELL
<br />W W COUNTY ROAD
<br />EXCEPTION - EXCEPTION
<br />C BOOT 275, PI.GE 64
<br />I 5.76 AC. 1.84 AC. / / ST 30" QUARTER CORNER SEC. 18 I
<br />SET LONG No. 6 REBAR
<br />• 46.20' , WITH 3 1/C4 INCH ALUMINUM
<br />CAP
<br />F OR CORNER
<br />R R
<br />- -� :�_ . �� _. / 2 17.10' 1 8
<br />- 2-4 IA _ ,�. -_ W 4 K k_ X
<br />^/ 24 S 89'42'03" W 1 I N 8858'04' W 2263.30'
<br />430.68' '
<br />SET 3(" LONG No. 6 REBAR
<br />WITH 3 1/4 INCH ALUMINUM E'
<br />CAP FOR CORNER SET 30" LONG No. 6 REBAR U) • d
<br />WITH 3 1/4 INCH ALUMINUM d I W OWNER: DANIEL & CAROL RUSSELL
<br />CAP FOR CORNER W APPROXIMATE
<br />C LOCATION OF
<br />HOME OF DANIEL & CAROL
<br />W I W RUSSELL
<br />CS C7
<br />I
<br />MONUMENTED SURVEY PLAT
<br />Deposited this - - -- day of ----- - - - - -, A.D. 1995, at .
<br />in Book - - - -- of the Land Survey Plats at Page - - - - --
<br />County, Colorado.
<br />Signed: – – – – – – – – – – – – – – – – – – – – – – Title: - - - -- al—
<br />------ O'clock - -M.
<br />, of the records of
<br />1
<br />1• � I I
<br />Y
<br />COUNTY
<br />o O
<br />OWNER: DANIEL M. RUSSELL °
<br />°o �
<br />I
<br />I
<br />EXCEPTION
<br />(
<br />�
<br />'•
<br />�wY J x�it =�
<br />w1 AM"l
<br />p)ON
<br />^/ 24 S 89'42'03" W 1 I N 8858'04' W 2263.30'
<br />430.68' '
<br />SET 3(" LONG No. 6 REBAR
<br />WITH 3 1/4 INCH ALUMINUM E'
<br />CAP FOR CORNER SET 30" LONG No. 6 REBAR U) • d
<br />WITH 3 1/4 INCH ALUMINUM d I W OWNER: DANIEL & CAROL RUSSELL
<br />CAP FOR CORNER W APPROXIMATE
<br />C LOCATION OF
<br />HOME OF DANIEL & CAROL
<br />W I W RUSSELL
<br />CS C7
<br />I
<br />MONUMENTED SURVEY PLAT
<br />Deposited this - - -- day of ----- - - - - -, A.D. 1995, at .
<br />in Book - - - -- of the Land Survey Plats at Page - - - - --
<br />County, Colorado.
<br />Signed: – – – – – – – – – – – – – – – – – – – – – – Title: - - - -- al—
<br />------ O'clock - -M.
<br />, of the records of
<br />1
<br />1• � I I
<br />Y
<br />'
<br />1�d ^TI
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<br />p)ON
<br />LOCATION INSET
<br />1n
<br />in
<br />Mix
<br />z8
<br />W
<br />m
<br />z-, BEARINGS WERE DETERMINED BY SOLAR OBSERVATIONS
<br />5 TAKEN DURING AN ADJACENT SURVEY AND WERE TIED
<br />.d TO THIS SURVEY BY TRAVERSE. ALL BEARINGS FOR THIS
<br />C SURVEY ARE REFERENCED TO THE WEST LINE OF THE SW1 /4
<br />V OF SECTION 18, MONUMENTED AS SHOWN.
<br />GRAPHIC SCALE
<br />o 'JO 100 190 200 300 400 too
<br />U (InFW)
<br />1 inch - 200 ft.
<br />d
<br />a
<br />LEGEND
<br />Section or Quarter Section Corner
<br />c Set 24" No. 4 Rebar With Yellow
<br />Plastic Cap
<br />Perimeter of Property
<br />Easement
<br />— — — Section Line
<br />S 68'58'03" E
<br />5.204' 9` —
<br />' `�2\ NORTH QUARTER CORNER SEC. 19
<br />SET 30" LONG No. 6 REBAR
<br />WITH 3 1/4 INCH ALUMINUM
<br />CAP FOR CORNER
<br />NOTE: According to Colorado law you must commence any
<br />legal action based upon any defect in this survey within
<br />o three years after you first discover such defect. In no
<br />event may any action based upon cny defect in this survey
<br />s 13 be commenced more than ten years from the date of the
<br />o M certification shown hereon.
<br />::;4 0
<br />y ° Davis Engineering Service, Inc
<br />m
<br />0 Professional Engineering & Land Surveyini
<br />8801 Road 8 South Alamoca, Co. 81101 (719) 569 -577
<br />r
<br />NOTICE: Easements and Rights of Way, other than those shown hereon,
<br />have not been researched at the request of the client.
<br />ril
<br />1h
<br />15111111IE!I1RII1RIIIRIII111111
<br />0 0 0 0 9 9 8 8
<br />S 68'58'03" E
<br />5.204' 9` —
<br />' `�2\ NORTH QUARTER CORNER SEC. 19
<br />SET 30" LONG No. 6 REBAR
<br />WITH 3 1/4 INCH ALUMINUM
<br />CAP FOR CORNER
<br />NOTE: According to Colorado law you must commence any
<br />legal action based upon any defect in this survey within
<br />o three years after you first discover such defect. In no
<br />event may any action based upon cny defect in this survey
<br />s 13 be commenced more than ten years from the date of the
<br />o M certification shown hereon.
<br />::;4 0
<br />y ° Davis Engineering Service, Inc
<br />m
<br />0 Professional Engineering & Land Surveyini
<br />8801 Road 8 South Alamoca, Co. 81101 (719) 569 -577
<br />r
<br />NOTICE: Easements and Rights of Way, other than those shown hereon,
<br />have not been researched at the request of the client.
<br />ril
<br />1h
<br />15111111IE!I1RII1RIIIRIII111111
<br />0 0 0 0 9 9 8 8
<br />r
<br />NOTICE: Easements and Rights of Way, other than those shown hereon,
<br />have not been researched at the request of the client.
<br />ril
<br />1h
<br />15111111IE!I1RII1RIIIRIII111111
<br />0 0 0 0 9 9 8 8
<br />
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