29.3 Acres Hogan Rd. survey.pdf
LEGAL DESCRIPTION:
GRID BEARINGS SHOWN ON THIS PLAT. SURVEY PERFORMED BY CONVENTIONAL METHODS. GPS CONTROL SET USING EARL DUDLEY INET RTK NETWORK. AZIMUTH ORIENTATION IS FROM ZERO GRID NORTH.
CENTER UNE PROPERTY UNE FOUND CORNER SET IRON PIN
O
FOUND 1/2" REBARON UNE 24.74' SOUTH OF CORNER
APR APS -
S 4 r 5 7 ' 3 1 " E (APS) 83.71'
REFERENCE MATERIAL: SURVEY PLAT PREPARED BY JOHN MICHAEL AKINS DATED NOVEMBER 22, 2006
S 3 4 * 4 r o i t (APS) 76.89'
S24-46'21"E (APS) 123.05"
S19-42'0rE (APS) 73.61' SET 1/2" REBAR ON UNE 50.21' SOUTH OF CORNER
NOTES; 1. BEARINGS REFERENCED BY GPS AND BASED ON MISSISSIPPI STATE PLANE COORDINATE SYSTEM NAD 83, EAST ZONE, US FOOT, AZIMUTH ORIENTATION IS FROM ZERO GRID NORTH. CONVERGENCE ANGLE = -00-22'01" 2. DISTANCES AND COORDINATES SHOWN ARE GRID VALUES, US SURVEY FEET. MISSISSIPPI STATE PLANE COORDINATES, EAST ZONE, NAD 83 (2012A) DATUM. GPS CONTROL SET USING EARL DUDLEY INET RTK NETTWORK. COMBINED FACTOR - 0.999973779 3. HELD SURVEY DATED: JANUARY 6,
-
CM
8a 8S
4. A a SET CORNERS ARE 1/2'
TRACT 1 29.30 ACRES
REBAR
2014 18" IN LENGTH.
S25-45'31"E (APS) 134.06"
SAID PROPERTY IS S U B X C T TO ALL RIGHT OF WAY, EASEMENTS, AND RESTRICTIONS OF RECORD. TRACT 2 BEING A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 2 SOUTH, RANGE 3 WEST, MARSHALL COUNTY, MISSISSIPPI, AND BEING A PORTION OF THE SAME PROPERTY CONVEYED TO DAN GAW IN DEED BOOK PAGE 648 AND BEING MORE PARTICULARLY DESCRIBED AS FOaOWS:
. \ \ \ » > i ' i " ' / / / , .
132.62' S40-35"01"E (APS) 101.39' S54-Q5'3rE (APS) 131.27'
•5^
GRID BEARINGS SHOWN ON THIS PLAT. SURVEY PERFORMED BY CONVENTIONAL METHODS. GPS CONTROL SET USING EARL DUDLEY INET RTK NETWORK. AZIMUTH ORIENTATION IS FROM ZERO GRID NORTH.
CENTER UNE PROPERTY UNE FOUND CORNER SET IRON PIN
O
FOUND 1/2" REBARON UNE 24.74' SOUTH OF CORNER
APR APS -
S 4 r 5 7 ' 3 1 " E (APS) 83.71'
REFERENCE MATERIAL: SURVEY PLAT PREPARED BY JOHN MICHAEL AKINS DATED NOVEMBER 22, 2006
S 3 4 * 4 r o i t (APS) 76.89'
S24-46'21"E (APS) 123.05"
S19-42'0rE (APS) 73.61' SET 1/2" REBAR ON UNE 50.21' SOUTH OF CORNER
NOTES; 1. BEARINGS REFERENCED BY GPS AND BASED ON MISSISSIPPI STATE PLANE COORDINATE SYSTEM NAD 83, EAST ZONE, US FOOT, AZIMUTH ORIENTATION IS FROM ZERO GRID NORTH. CONVERGENCE ANGLE = -00-22'01" 2. DISTANCES AND COORDINATES SHOWN ARE GRID VALUES, US SURVEY FEET. MISSISSIPPI STATE PLANE COORDINATES, EAST ZONE, NAD 83 (2012A) DATUM. GPS CONTROL SET USING EARL DUDLEY INET RTK NETTWORK. COMBINED FACTOR - 0.999973779 3. HELD SURVEY DATED: JANUARY 6,
-
CM
8a 8S
4. A a SET CORNERS ARE 1/2'
TRACT 1 29.30 ACRES
REBAR
2014 18" IN LENGTH.
S25-45'31"E (APS) 134.06"
SAID PROPERTY IS S U B X C T TO ALL RIGHT OF WAY, EASEMENTS, AND RESTRICTIONS OF RECORD. TRACT 2 BEING A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 2 SOUTH, RANGE 3 WEST, MARSHALL COUNTY, MISSISSIPPI, AND BEING A PORTION OF THE SAME PROPERTY CONVEYED TO DAN GAW IN DEED BOOK PAGE 648 AND BEING MORE PARTICULARLY DESCRIBED AS FOaOWS:
. \ \ \ » > i ' i " ' / / / , .
132.62' S40-35"01"E (APS) 101.39' S54-Q5'3rE (APS) 131.27'
•5^
