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2016-04-06_REVISION - M1987113 (3)
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2016-04-06_REVISION - M1987113 (3)
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Last modified
6/16/2021 6:15:09 PM
Creation date
4/7/2016 1:10:09 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1987113
IBM Index Class Name
Revision
Doc Date
4/6/2016
Doc Name
Request TR03
From
Bestway Concrete, Inc.
To
DRMS
Type & Sequence
TR3
Email Name
MAC
WHE
Media Type
D
Archive
No
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EXHIBIT B <br /> LEGAL DESCRIPTION <br /> SITUATED IN THE SOUTH 112 OF SECTION 9, TOWNSHIP 2 SOUTH, <br /> RANGE 70 WEST OF THE 6TH P.M.COUNTY OF JEFFERSON, STATE OF COLORADO. <br /> A STRIP OF LAND(WIDTH TO BE DETERMINED)LYING ON EITHER SIDE OF THE FOLLOWING DESCRIBED �j i <br /> CENTERLINE,LOCATED IN THE SOUTH HALF OF SECTION 9.TOWNSHIP 2 SOUTH, RANGE 70 WEST OF THE 6TH PM, 1/ <br /> COUNTY OF JEFFERSON, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: <br /> COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 9; <br /> THENCE NORTH 25°58'16"WEST A DISTANCE OF 1,101.84 FEET TO THE POINT OF BEGINNING; <br /> THENCE NORTH 38°52'55"EAST A DISTANCE OF 18.39 FEET TO A POINT; <br /> THENCE NORTH 48°01'55"EAST A DISTANCE OF 35.78 FEET TO A POINT; <br /> THENCE NORTH 65°24'28"EAST A DISTANCE OF 28.56 FEET TO A POINT OF NON-TANGENT CURVATURE; <br /> THENCE ALONG THE ARC OF SAID NON-TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 60°57'58",A <br /> • RADIUS OF 11.70 FEET AND AN ARC LENGTH OF 12.45 FEET TO A POINT; <br /> THENCE NORTH 01°35'29"WEST A DISTANCE OF 1,365.01 FEET TO A POINT OF NON-TANGENT CURVATURE; <br /> THENCE ALONG THE ARC OF SAID NON-TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 72°58'10",A <br /> RADIUS OF 101.70 FEETAND AN ARC LENGTH OF 129.52 FEET TO A POINT; <br /> THENCE NORTH 75°50'54"EAST A DISTANCE OF 198.75 FEET TO A POINT OF NON-TANGENT CURVATURE; <br /> THENCE ALONG THE ARC OF SAID NON-TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 08°53'06",A <br /> RADIUS OF 652.43 FEET AND AN ARC LENGTH OF 101.17 FEET TO A POINT; <br /> THENCE SOUTH 89°51'04"EAST A DISTANCE OF 2,347.12 FEET TO A POINT; <br /> THENCE SOUTH 57°53'20"EAST A DISTANCE OF 77.34 FEET TO THE POINT OF TERMINUS FROM WHENCE THE EAST <br /> QUARTER CORNER OF SAID SECTION 9 BEARS NORTH 70°03'39"EAST A DISTANCE OF 322.31 FEET. <br /> CONTAINING AN UNKNOWN AMOUNT OF SQUARE FEET BASED ON WIDTH OF STRIP. <br /> ALL SIDE LINES ARE EITHER LENGTHENED OR SHORTENED AS NECESSARY TO MEET ALL ANGLE POINTS AND PC'S <br /> AND PT'S CONTAINED WITHIN THIS DESCRIPTION. <br /> FOR THE PURPOSE OF THIS DESCRIPTION THE BEARINGS ARE BASED ON THE NORTH UNE OF THE SOUTHEAST <br /> QUARTER OF SAID SECTION 9 AND MONUMENTED AS SHOWN ON THIS EXHIBIT AND THE BEARING OF THIS LINE IS <br /> SOUTH 89°57'34"EAST. <br /> THIS LEGAL DESCRIPTION AND EXHIBIT WAS PREPARED BY OR UNDER THE DIRECT SUPERVISION OF LEE GALLERY <br /> HOOPER PLS#38214,A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO FOR AND ON <br /> BEHALF OF SURVEY SYSTEMS INC.TO THE EXTENT OF MY KNOWLEDGE AND BELIEF THIS A TRUE AND ACCURATE <br /> DEPICTION OF THE PARCEL AS SHOWN HEREON. <br /> • <br /> • <br /> '.aOflW>.CWa a..a.—a IV'N Magi-a.-. .OYI'yOfl*4fl 'lf MTN>M1IJMLAO Ya,i6M1-S <br /> WC140M!OHADM TONS Ys.Ir7•*MK W'UTAALSIN(i 43M•f TWTAttK <br /> SURVEY 0 SYSTEMS <br /> BESTWAY CONCRETE A Pn1(aaslonaI Land Surveying Company <br /> V.D.8°,2,Id.Errs..CO 60437 Td:303.679.6122-Fu 313.679.6123 <br /> YK(aSl'v.7irirle,nel ww.Sw.rSyemosi cam <br /> 1 1i A S s-Lfb YMr.04en d`W%Aiwa toettfA I/3I <br /> ' ISSUE WI: {6110013 06.7131n <br /> aVE COLEkTS 74a0, a • <br /> SOUTH HALF-SECTIONaD.79-TOWNSHIP 2 SOUTH-RANGE 70 WEST `3E4.0.0 OiV) <br /> COUNTY OF JEFFERSON,STATE OF COLORADO "`l` <br /> 1 <br />
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