|
JR Engineering, Ltd. JOB N0.9145.00 - 05
<br />MAY 28, 1999
<br />PAGE 1 OF 3
<br />LEGAL DESCRIPTION: `B" STREET DESCRIPTION (NORTH
<br />9.9997 ACRES) FOR `EXCAVATION"
<br />A TRACT OF LAND BEING A PORTION OF THE WEST HALF, AND A PORTION OF THE
<br />SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 15 SOUTH, RANGE 66 WEST OF THE
<br />SIXTH PRINCIPAL MERIDIAN, EL PASO COUNTY, COLORADO, DESCRIBED AS
<br />FOLLOWS:
<br />BASIS OF BEARINGS: BEARINGS ARE BASED ON TRUE NORTH DETERMINED BY
<br />POLARIS OBSERVATION RELATIVE TO A SURVEY OF THE
<br />PROPERTY BOUNDARY OF THE MYRON STRATTON HOME,
<br />AS MENTIONED IN THE LEGAL DESCRIPTION OF PARCEL A
<br />ON PAGE 1050 OF THE DOCUMENT BEGINNING ON PAGE
<br />1049 OF BOOK 6477 OF THE RECORDS OF EL PASO
<br />COUNTY,COLORADO.
<br />COMMENCING AT THE EASTERLY TERMINUS OF THE COURSE ON THE BOUNDARY
<br />LINE OF SAID PARCEL A WHICH IS DESIGNATED "N7B°16'59"E, A DISTANCE OF 260.00
<br />FEET" ON THE SEVENTEENTH LINE OF THE DESCRIPTION OF SAID PARCEL A;
<br />THENCE N76°25'38'E, A DISTANCE OF 25.01 FEET TO THE POINT OF BEGINNING;
<br />THE FOLLOWING FIVE (5) COURSES ARE WITHIN THE BOUNDARY LINE OF SAID
<br />PARCEL A:
<br />1. N11°43'01"W, A DISTANCE OF 147.19 FEET;
<br />2. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 274.71 FEET, A
<br />CENTRAL ANGLE OF 45°00'00" AND AN ARC LENGTH OF 215.76 FEET;
<br />3. N56°43'01"W, A DISTANCE OF 310.00 FEET;
<br />4. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 304.71 FEET, A
<br />CENTRAL ANGLE OF 45°00'00", AND AN ARC LENGTH OF 239.32 FEET;
<br />5. N11 °43'01"W, A DISTANCE OF 249.96 FEET TO A POINT ON THE SOUTHERLY RIGHT-
<br />OF-WAY LINE OF "B" STREET AS RECORDED IN BOOK 1005 AT PAGE 166 OF THE
<br />RECORDS OF SAID EL PASO COUNTY;
<br />THENCE ON SAID RIGHT-OF-WAY LINE, ON THE ARC OF A CURVE TO THE RIGHT,
<br />WHOSE CENTER BEARS S12°01'20"E, HAVING A RADIUS OF 2815.00 FEET, A CENTRAL
<br />ANGLE OF 00°36'38", AN ARC LENGTH OF 30.00 FEET TO A POINT ON CURVE;
<br />THENCE ON A LINE 30.00 FEET EASTERLY FROM AND PARALLEL WITH THE FIRST FIVE
<br />COURSES OF THIS BOUNDARY DESCRIPTION, SAID FIVE (5) COURSES ALSO BEING
<br />WITHIN SAID PARCEL A AS FOLLOWS:
<br />1. S11°43'Ot'E, A DISTANCE OF 249.96 FEET;
<br />2. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 274.71 FEET, A
<br />CENTRAL ANGLE OF 45°00'00', AND AN ARC LENGTH OF 215.76 FEET;
<br />3. S56°43'01"E, A DISTANCE OF 310.00 FEET;
<br />4. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 304.71 FEET, A
<br />CENTRAL ANGLE OF 45°00'00' AND AN ARC LENGTH OF 239.32 FEET;
<br />5. S11 °43'01"E, A DISTANCE OF 147.19 FEET TO A POINT OF CURVE;
<br />THENCE ON THE ARC OF A CURVE TO THE RIGHT, HAVING A DELTA OF 14°24'42', A
<br />RADIUS OF 315.00 FEET, A DISTANCE OF 79.23 FEET TO A POINT OF TANGENT;
<br />THENCE S02°41'41 "W, A DISTANCE OF 470.60 FEET;
<br />THENCE S62°34'26"E, A DISTANCE OF 507.65 FEET;
<br />THENCE S42°50'47"E, A DISTANCE OF 608.44 FEET;
<br />THENCE S47°09'13'VJ, A DISTANCE OF 80.50 FEET;
<br />THENCE N42°50'43"W, A DISTANCE OF 609.05 FEET;
<br />THENCE S03°06'18"E, A DISTANCE OF 121.55 FEET;
<br />THENCE S12°46'47"W, A DISTANCE OF 185.42 FEET;
<br />THENCE S50°29'46"W, A DISTANCE OF 143.09 FEET;
<br />THENCE S14°45'22"W, A DISTANCE OF 112.42 FEET;
<br />THENCE S45°49'31"E, A DISTANCE OF 78.15 FEET;
<br />THENCE S88°14'48"E, A DISTANCE OF 284.04 FEET;
<br />THENCE S55°44'47"E, A DISTANCE OF 113.90 FEET;
<br />THENCE S37°39'46"W, A DISTANCE OF 383.03 FEET;
<br />1
<br />~ ~A~'~'l
<br />4975 NORTH 70TH STREET • COLORADO SPRINGS, COLORADO 80919 • (719) 5972597 • FAX (719) 538-6617 • www.jrengineering com
<br />
|