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<br />2 M 1Mi 0 2 M
<br />SCALE
<br />1" = 2 MILES
<br />VICINITY MAP
<br />LEGEND
<br />FOUND 1.5" YELLOW PLASTIC CAP MARKED
<br />"ABEL ENG., PLS 22101" ON A 1/2' STEEL
<br />O BAR. UPGRADED TO A 3/4" STEEL BAR 30"
<br />IN LENGTH WITH A 2" ALUMINUM CAP MARKED
<br />AS SHOWN. BURIED FOUND MONUMENT ALONG
<br />SIDE.
<br />E2 SECTION CORNER AS SHOWN.
<br />Q FOUND HIGHWAY RIGHT -OF -WAY MARKER,
<br />A 3" BRASS CAP SET IN CONCRETE.
<br />C SET 5/8' STEEL BAR 18" IN LENGTH WITH
<br />YELLOW PLASTIC CAP MARKED "SUMMIT
<br />PLS 14840 ".
<br />PROPERTY BOUNDARY LINE
<br />-- SECTION LINES
<br />111+,11WA+ IAL,III -131 -WAi LINL
<br />- -- HIGPWAY CENTERLINE
<br />SURVEY OF THE SOUTHEAST ONE- QUARTER
<br />OF SECTION 26, T.46 N., R.9 E., N. M.P. M.
<br />SAGUACHE COUNTY, COLORADO
<br />NORTH 1/4 CORNER SECTION 26
<br />FOUND TONE 5 "TOP, 9 "BASE x 2'x
<br />j.5' ON A PILE OF STONES WITH
<br />IN PLACE OF STONE, SET A SIDE. 3 /4"
<br />is STEEL BAR 30" IN LENGTH, 9 ABOVE
<br />GROUND WITH A 2" ALUMINUM CAP
<br />STAMPED AS SHOWN BELOW. LAYED
<br />1/4 STONE ALONG SIDE. s,M'r
<br />W 1 4R R ec
<br />DO, F) } -i�j'1-
<br />LS 14840
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<br />20 N 89'10'26 "W N 89'10'26 "W
<br />5'_— __-- __� —_- r
<br />----------------------- - - - - -- - --
<br />2706.02' 3' 1343.25'
<br />WEST 1/4 CORNER SECTION 26 I
<br />FOUND STONE 5"x 2 "x 7" IN A
<br />RING OF STONES WITH "1/4"
<br />CHISELED ON THE SIDE 141 PLACE
<br />OF STONE, SET A 3/4'' STEEL I
<br />BAR 30" IN LENGTH, 8" ABOVE
<br />GROUND WITH A 2" ALUMINUM CAP
<br />STAMPED AS SHOWN BELOW. LAYED +
<br />1/4 STONE ALONG SIDE.
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<br />TM qxmyty i'- SEC.26
<br />1
<br />i CENTER 1/16 OF SE1 /4 SECTION 26
<br />SET 3/4' STEEL BAR 30' IN LENGTH
<br />FLUSH WITH GROUND, WITH A 2"
<br />ALUMINUM CAP MARKED: r
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<br />2000
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<br />SOUTH 1/16 CORNER SECTION 26 N 89. 18'30 "W
<br />"" 1345.41'
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<br />SEC.26 NOT TO SCALE /,
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<br />SOUTH 1/4 CCRNER SECTION 26 '
<br />FOUND TONE 5'x 2 "x 9 ", 6" BELOW
<br />- EAST 1/4 CORNER SECTION ?6
<br />I'
<br />GRADE WITH -1/4- CHISELEO ON WEST--
<br />FOUND STONE 3.5 "x 1.5% 14 11 "
<br />EAST 1/16 CORNER SECTION 26
<br />ABOVE GROUND WITH 1//4" CHISELED
<br />+•'xr
<br />ON THE SOUTHEAST SIO'E ON
<br />SOUTH SIDE OF STONE. SET A 3/4"
<br />T .ex R er
<br />STEEL BAR 30" IN LENGTH. 5' ABOVE
<br />s%
<br />GROUND WITH A 2' ALUMINUM CAP
<br />o�
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<br />STAMPED AS SHOWN BELOW.
<br />1/4 STONE ALONG SIDE.
<br />EAST I/t6 CORNER
<br />SET 3 4" STEE L BAFLUSH
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<br />2686.49'
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<br />SEC.26 NOT TO SCALE /,
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<br />•s 93'
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<br />SOUTH 1/4 CCRNER SECTION 26 '
<br />FOUND TONE 5'x 2 "x 9 ", 6" BELOW
<br />I'
<br />GRADE WITH -1/4- CHISELEO ON WEST--
<br />1347.57'
<br />-
<br />SIDE. IN A RING OF BURIED STONES, ------
<br />- - - - -- --- __-- _— ____.__
<br />IN PLACE OF STONE, SET A 3/4" 14
<br />STEEL BAR 30' IN LENGTH, 6' ABOVE
<br />GROUND WITH t 2” ALUMINUM CAP
<br />STAMPED AS SHOWN BELOW. LAYED
<br />1/4 STONE ALONG SIDE.
<br />EAST I/t6 CORNER
<br />SET 3 4" STEE L BAFLUSH
<br />WITH GROUND
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<br />ni SEED
<br />SE1 /4
<br />SE1 /4
<br />SEC-26
<br />EAST OF HIGHWAY
<br />38.658 iACRES
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<br />2� ToPSotL_ �(zwv� ����� Srtr- 'tcit►-ES W►t_� C�
<br />D &vrcl 3, ► SLcpe AND P,-T- -V11xioe r40 A,
<br />KkAl 13reM �� OF /PAyG1l04
<br />G}) PIT j&LA�Vj �
<br />AT 13A6r (TnE) of 3:1 s�cp�5 s w
<br />'1
<br />SECTION 25 & 26
<br />In so
<br />i
<br />MONUMENTED SURVEY P
<br />Deposited t >691
<br />-_____ day of __ __ ___ __ __ __ ___, A.D. 2000.
<br />at ___ clock __ M. in Book ------- of the Land Survey Plats
<br />at P _- _- _ - -__ -, of the records of Saguache County, Colorado.
<br />Signed: --- -------- -- - - - - -- Title: -- ------- -- -- -- --
<br />SURVEYOR'S CERTIFICATE
<br />1 Scott E.. Johnson, a duly registered Land Surveyor in the Stot f Colorado.
<br />do hereby certify that this plat truly and correctly represents a results of
<br />a survey mode by me or under my direct supervision.
<br />. ,..�•at••trrc+iv....,..
<br />Permit Number m - `� non , 1 '
<br />Gass: 9werm+t
<br />Class: O Revision ,
<br />Type /Seq:
<br />Class: O Report O Hydro O �
<br />General -
<br />Doc Type:
<br />- O-A- p-- pl-i-oatim (Coal only) 0 -- -Bond - O - - -- foWeirien[ ---------------------------
<br />O Inspection
<br />N
<br />r
<br />200 100 0 200
<br />SCALE
<br />1a -ta r� 1 - 200'
<br />1 P o� 3 t Stop•
<br />t)IJIRT SVmIMv AW1l
<br />BEARING BASIS: An assumed bearing of N 04'03'49'W from U.S.
<br />Highway No.285 right —of —way monument station 738 +66 right
<br />to station 765 +38 right. Both are 3" brass caps set in concrete.
<br />J /4" STEEL BAR 307, IN LEP
<br />ABOVE GROUND WITH -A 2" I
<br />CAP MARKED: ,r
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<br />�t (314Pm � sze szs
<br />s311 sae
<br />xw
<br />(Vt/ DISTURf3E/�) Ls 118.0
<br />'
<br />EASE MENTS. OTHER THAN THOSE SHOWN HEREON
<br />WERE NOT RESEARCHED AT THE REQUEST OF THE CLIENT.
<br />A
<br />G.
<br />J and K Limestone Products
<br />Reclamation Plan Map
<br />row
<br />Villa Grove Pit
<br />TMS /8 -2000
<br />SUMMIT ENGINEERING CO.
<br />1317 STATE AVE.
<br />ALAMOSA, CO 81101
<br />(719) 589 -6147
<br />DATEA/O 4F/00MVican O.// .09W. A00
<br />SURVEY OF THE SOUTHEAST 1/4
<br />OF SEC.26, T.46 N., R.9E., N.M.P.M
<br />SAGUACHE COUNTY, COLORADO
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