Laserfiche WebLink
LEGAL DESCRIPTION <br />TIMOTHY MAULDIN AND WIFE, JANICE MAULDIN <br />UTILITY EASEMENT <br />LY[NG AND BEING IN THE CITY OF CONCORD, NUMBER I I TOWNSHIP, <br />CABARRUS COUNTY, NORTH CAROLINA, BEING A PORTION OF THE PROPERTY <br />CONVEYED TO TIMOTHY MAULDIN AND WIFE, JANICE MAULDIN (DB. 807, PG. <br />63 AND DB. 7496, PG. 257, CABARRUS COUNTY REGISTRY), AND BEING MORE <br />PARTICULARLY DESCRIBED AS FOLLOWS: <br />TO GET TO THE TRUE POINT OF BEGINNING, BEGIN AT AN EXISTING #4 <br />REBAR ON THE EASTERN LINE OF FARINA SALVATORE AND WIFE VICKI <br />FARNI, A 1/2 UNDIVIDED INTEREST; AND MARK E. WILLIAMS AND WIFE <br />RACHEL WILLIAMS (DB. 7551, PG. 107, AFOREMENTION REGISTRY), AND RUN <br />S 10°06'05"W 24.64' TO A COMPUTED POINT BEING THE NORTHEAST CORNER <br />OF TIMOTHY MAULDIN AND WIFE, JANICE MAULDIN (DB. 807, DB. 63, <br />AFOREMENTIONED REGISTRY), THEN WITH THE EASTERN LINE OF SAID <br />MAULDIN TWO (2) COURSES AND DISTANCS AS FOLLOWS: <br />1. S 10° 18'02"W 4.16' TO A COMPUTED POINT, <br />2. S21°44'55"W 5.42' TO A COMPUTED BEING THE TRUE POINT OF <br />BEGINNING, <br />THENCE CONTINUING WITH THE SAID EASTERN LINE OF MAULDIN <br />S21°44'55"W (PASSING AN EXISTING l/2" BENT IRON PIPE A1' A DISTANCE OF <br />15.58') FOR A TOTAL DISTANCE OF 30.73' TO A COMPUTE POINT, <br />THENCE WITH THE NEW LINES FOR THE UTILITY EASEMENT ACROSS THE <br />LAND OF TIMOTHY AND JANICE MAULDIl~1 THREE (3) COURSES AND <br />DISTANCES AS FOLLOWS: <br />t . N80°41'45"W 24.88' TO A COMPUTED POINT, <br />2. N80°41' 15"W 21.20' TO A COMPUTED POINT, <br />3. N80°41' I S"W 156.64' TO A COMPUTED POINT ON 'THE EASTERN <br />PROPERTY LINE OF DONALD MAULDEN (DB. 7904, PG. 112, <br />AFOREMENTIONED REGISTRY), BEING S76°08'38"E 126.01' FROM AN <br />EXISTING #4 REBAR, <br />TI-IENCE WITII THE EASTERN LINE OF MAULDEN N26°33'13"E 31.41' TO A <br />COMPUTED POINT, <br />THENCE WITH THE NEW LINES FOR THE UTILITY EASEMENT ACROSS THE <br />LAND OF TIMOTHY AND JANICE MAULDIN THREE (3) COURSES AND <br />DISTANCES AS FOLLOWS: <br />t . S80°40' 1 S"E 153.94' TO A COMPUTED POINT, BEING N21 °44'55"E 16.58' <br />FROM AN EXISTING #5 REBAR, <br />2. S80°4 i' l 5"E 14.58' TO A COMPUTED POINT, <br />F-10 <br />Attachment number 4 <br />Page 170 <br />