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i
<br /> I
<br /> I
<br /> COUNTY ROAD j
<br /> 127
<br /> SEC. 27 SEC. 26
<br /> _SEC. 28, SEC. 27
<br /> - TN,
<br /> - SEC. 34 SEC. 35 .ti•' =y80 42°32' 00 0 300 600 900
<br /> SEC. 53 - 3 _�� w =_
<br /> SEC• `> eN`�`ry29' 48 22'W E 82.13' ~ , �,�® 1Z9a.ts�� a27.7s1�?YNTY ROAD �• Scale: 1" = 300'
<br /> -- 124 c's�"•i�
<br /> \�N I ® FOUND GLO STONE
<br /> rn
<br /> ,e\N FOUND 1Y," ALUMINUM CAP STAMPED "CO LS 93471"
<br /> FOUND 2" ALUMINUM CAP STAMPED "PLS 38019"
<br /> 0 SET %" X 24" LONG REBAR WITH 11/z" ALUMINUM
<br /> I W r CAP STAMPED "SSS P.L.S. 37920"
<br /> �\ In � AREA OF DISTURBANCE (9.98 ACRES)
<br /> \ CD
<br /> AS OF JUNE 2014
<br /> 1 z
<br /> 3 Q
<br /> v Ld
<br /> CENTERLINE 60'
<br /> m
<br /> ACCESS EASEMENT I o N O
<br /> I N
<br /> Q
<br /> m A tract of being the a portion of the Northeast Quarter of the Southeast
<br /> Quarter (NEY4SEY4) and the Northwest Quarter of the Southeast Quarter
<br /> I (NWY4SEY4)of Section 34, Township 11 North, Range 58 West of the 6th P.M., Weld
<br /> County, Colorado, more particularly described as follows:
<br /> .W
<br /> Beginning at a point from which the east quarter corner of said Section 34
<br /> N bears N.60' 18' 04"E., a distance of 1395.94 feet (when considering the east
<br /> N line of the NEY4 of Section 34 bears N.00' 28' 31"W.); thence S.00' 00' 00"E., a
<br /> Z distance of 434.73 feet; thence N.90' 00' 00"W., a distance of 1000.00 feet;
<br /> ii thence N.00' 00' 00"E., a distance of 434.73 feet; thence N.90° 00' 00"E., a
<br /> 1 III distance of 1000.00 feet to the point of beginning. Containing 9.98 acres, more
<br /> I or less, and subject to easements, covenants and restrictions of record.
<br /> Together with an easement for ingress and egress purposes, said easement
<br /> I III being 60 feet wide and centered upon the following centerline:
<br /> � I Beginning at a point on the north line of the above described parcel, from which
<br /> the northwest corner thereof bears N.90' 00' 00"W., a distance of 416.74 feet;
<br /> N14. 15' 061E thence N.01' 52' 52"W., a distance of 562.42 feet; thence N.50' 39, 24"W., a
<br /> 132.99' I I distance of 96.15 feet; thence S.88' 11' 30"W., a distance of 684.18 feet;
<br /> thence N.77' 37' 52"W., a distance of 194.38 feet; thence N.14' 15' 06"E., a
<br /> distance of 132.99 feet; thence N.02' 26' 03"E., a distance of 1385.29 feet;
<br /> - -s88' 11300w--___�\�N50' 39. 211 thence N.26' 26' 41"W., a distance of 679.12 feet; thence N.39' 31' 55"W., a
<br /> _ = 684.16' \� \ 96.15' distance of 253.07 feet; thence N.69` 03' 54"W., a distance of 284.24 feet;
<br /> N77' 37' 52'W
<br /> 194.381' I thence S.82' 33' 15"W., a distance of 427.76 feet; thence S.81' 14' 42"W., a
<br /> I I I distance of 293.18 feet; thence N.71' 16' 03"W., a distance of 348.87 feet;
<br /> �3 thence N.80. 42' 32"W., a distance of 795.45 feet; thence N.39' 48' 22"W., for
<br /> 6o M a distance of 82.13 feet to the intersection of County Road 124 and County
<br /> Road 127 and said easement there terminates.
<br /> In �
<br /> i
<br /> I NW%aSE%a III ! I
<br /> 1000. / NEY4SEY4 �,, C:ERMCA ZE QE SL9KWE i
<br /> / \\\\\\\\11111111111111///Iqj/,
<br /> 1:0-
<br /> N9o' 00' 00 E ° I, Jeffrey B. Jones, Registered Professional Land Surveyor in the State of G
<br /> ` • • Wyoming, for and on behalf of Steil Surveying Services, LLC, hereby state,
<br /> 4 •W = • i
<br /> to the best of my knowledge, information and belief, that this map was
<br /> •W $ e prepared from field notes taken during an actual survey made by me or
<br /> under my direct supervision; and that this map correctly shows the results
<br /> 9rymIIILIAI °\\\\`\`\`O` of said survey and that the monuments found or set are as shown.
<br /> f000.00' I
<br /> N90' 00' 00'W ry
<br /> . �®P J � J J
<br /> ,
<br /> .� � T , r�
<br /> I Sw�4SE�4 I SE�4SE�4 � tI� �J
<br /> I
<br /> SITUATED 9 SECTION 34 T.11 N., R.58W., OF HE6TH P.M., RECEIVED
<br /> I !VELD COUNTY, COLORADO.
<br /> JU 2 4 2014
<br /> SEC. 34 SEC. 35 9V*l OF
<br /> SEC. 33 SEC. 34 N89.29' 52•E - WNS
<br /> AWWW
<br /> _ T. 11N 269J.30' PREPARED JANURARY, 2013
<br /> T. ION SEC. 4 SEC. 3
<br /> SEC. 4 SEC. 3 S TEM ,S1 URTFIMPYNG SERVICES, LLC
<br /> PROFESSIONAL LAND SURVEYORS
<br /> rev 6-19-14
<br /> rev 3-30-13 1102 WEST 19th STREET P.O. BOX 2073
<br /> rev 6-04-13 PH(307)634-7273 CHEYENNE, WY. 82003
<br /> 2013DWG\13061 GRAVEL PIT BOUNDARY S34-11-58.DWG
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