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GENERAL51782
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GENERAL51782
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Last modified
8/24/2016 8:37:54 PM
Creation date
11/23/2007 7:06:20 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1982112
IBM Index Class Name
General Documents
Doc Date
10/11/1985
Doc Name
MILLER GRAVEL PIT AND MINE FILE 82-112
From
TERRA CONSTRUCTION CO
To
MLRD
Media Type
D
Archive
No
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L.,~~~~ ~ <br />r ? 3 <br /> <br />• .• <br />~ a• <br /> <br /> <br />A tract of land in the Y1/2E1/2,NE1/4,SY1/4 of Sectlon'28, <br />7ovruhlp 6 South, Pangs 64 West of tM 6th P. N., more particularly <br />deeoribed d Sbllova: <br />Ca•aneLig at tM Northeast corner of tM NN1/4NE1/4 of cold Section 28 <br />and oonelderLig tM det line of tM'Y1/2E1/2 of acid Section 28 to bear <br />50.13'46" E vith all bearLiga Mrein'conGlnad rolatlve thereto; <br />iTbnca 30.13'46 " E along the bet line a distance of 1000.00 Ceet to the <br />point of baglfming; <br />Thence 589.46'14 " .Y, 1000.00 feet; . <br />Thence 510.39'22" N, 2805.47 feet; <br />Thence N89'46'14 " E, 1529.80 feet to the Ebst line of the Y1/2E1/2 of <br />Saotlon 28; <br />Thanes NO.13'46'i Y, 2754.99 feet W the point of beginning; <br />together with a 60.00 foot vide rqn-eXClloire ingreas and egress easeoent <br />deaoribed as follo:s: <br />CaeencL:g at tM Northeast corner of the NY1/4NE1/4 of Section 28, <br />TO~nahip 6 South, Pangs 64 Y, 6th P.H., and rnnsidering the East line of the <br />Y1/2E1/2 of Section 28 to bear 50.13'46 " E with all bearings herein <br />contained rolatire thereto; <br />Thence 50.13'46 " ~ along the tyst line of tM Y1/2E1/2, 1000.00 feet; <br />71~ence 589.46'14 " Y, 1000.00 feet; <br />Thence S10.39'22 " Y, 859.35 feet to • point on the centerline of the <br />aforosaid Meement and tM point of beginning; ' <br />TMnes N88.11'S4 " Y, along said centerline 729.30 feet to • point of curve; <br />TMncs along tM aro of • curve to tM left and along Bald centerline <br />211.28 feat to a point of tangent, said curve has a radlue of 2000.00 feet <br />and a central angle of 6.03' 10" ; <br />Thence 585.14',6 " Y along said centerline 576.94 feet to ^ point of crave; <br />Thence alo:~g the arc of a cove to tM right and along Bald centerline <br />393.29 het to a point of.tangmt, said curve has ^ radius of 900.00 feet <br />and • central angle of 25.02' 15" ; <br />Therw;a N69.12'49 " Y along aald emterllne 244.14 feet to.a point of curve; <br />Stix:ce along tM arc of ^ cove to the right and along said centerline <br />322.26 feet W ^ point o[ talent, wid curve has a radius of 1500.00 feet <br />and a central angle of 12.18'34" ; <br />TMnce N56.54' 15" Y aloof sld emterline 383.10 feet to ^ point of curve; <br />Yhence along the arc of a curve to the left and along said centerline <br />111.77 feat, wtSd curve tus a radius of 192.00 feet and a central angle of <br />33'21'13 " , to a point an tM Eaet Right of Nay line of tM County Road, <br />end to the point pf ter7lnue, <br />All Sn the County. of Elhert, State of Colorado <br />EXHIBIT A <br />r. <br /> <br />, <br />
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