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PID 09-345-031 A
Union County
Deed Ref: 3208-676
MB H, File 54 I'
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PID 09-345-031
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Billie B. Long
Deed Ref: 115-580
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Deed Ref. 5305-013
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FOR INFORMATION ONLY
LAWRENCE
ASSOCIATES
106 W. Jefferson St.
Monroe, North Carolina 28112
P 704-289-1013 866-557-8051
F 704-283-9035
www.lawrencesurveying.com
Use of land within a floodway or floodplain is substantially restricted by
Article XVI of the Union County Land Use Ordinance.
Flood Certification
I have examined the Flood Insurance Rate Map for Union County North
Carolina, Community Panel Number 37179C0000 C, dated July 5, 1994, and
hereby certify that this property is is not located in a special flood
hazard area as determined by the Federal Emergency Management
Agency.
Certificate of Survey and Accuracy
State of North Carolina, Union County
I, F. Donald Lawrence certify that this plat was drawn under my
supervision from an actual survey made under my supervision deed
recorded in Book and Page (As shown); that the boundaries not surveyed
are clearly indicated as dashed lines drawn from adjoining owners deeds as
shown; that the ratio of precision as calculated is 1:10,000 or better;
that this plat was prepared in accordance with G.S. 47-30 as amended.
Witness my original signature, registration number and seal this the
___day of______________-A.D., 20
F. Donald Lawrence, NCPLS L-1290
Call at least three working days 1
before you plan on digging
North8'
Carol i nab "
www. n c811. org
Dial 811 or 1-800-632-4949 J
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GRAPHIC SCALE
70 0 35 70 140
( IN FEET)
1 INCH = 70 FT
NOTES
1. TAX PARCEL #09345033A
2. LEGAL REFERENCE: DB.6625, PG. 812.
3. CURRENT ZONING: RA-20
4. AREAS COMPUTED USING COORDINATE GEOMETRY.
5. THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF A TITLE
SEARCH.SURVEY SUBJECT TO FULL TITLE SEARCH.
6. THIS PROPERTY MAY BE SUBJECT TO RIGHT OF WAYS,
EASEMENTS, RESTRICTIONS AND COVENANTS EITHER RECORDED
OR IMPLIED.
7. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES.
8. NO RECOVERABLE NCGS HORIZONTAL CONTROL MONUMENT
LOCATED WITHIN 2000 FEET OF SUBJECT PROPERTY.
9. REBAR SET AT ALL CORNERS UNLESS OTHERWISE NOTED.
10. BROKEN LINES INDICATE PROPERTY LINES NOT SURVEYED.
11. ALL ADJOINING PROPERTY OWNER INFORMATION IS TAKEN FROM
CURRENT
12. DEEDS AND TAX RECORDS AND ARE CONSIDERED AS "NOW OR
FORMERLY".
13. LAWRENCE ASSOCIATES MAKES NO GUARANTEES TO THE
COMPACTION OR TO THE NONEXISTENCE OF ADDITIONAL SPOILS
AREAS.
14. OTHER UNDERGROUND UTILITIES MAY EXIST BUT THEIR
LOCATIONS ARE NOT KNOWN.
15. THE PURPOSE OF THIS SURVEY IS TO REVISE THE PROPERTY
LINE TO ACCOMMODATE SETBACK FOR THE DECK.
NOTES
REBAR SET AT ALL CORNERS UNLESS NOTED OTHERWISE.
AREAS COMPUTED USING COORDINATE GEOMETRY.
THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF A TITLE
SEARCH. SURVEY SUBJECT TO FULL TITLE SEARCH.
THIS PROPERTY MAY BE SUBJECT TO RIGHT OF WAYS, EASEMENTS
OR RESTRICTIONS EITHER RECORDED OR IMPLIED.
ALL ADJOINING PROPERTY OWNER INFORMATION IS TAKEN FROM
CURRENT DEEDS AND TAX RECORDS AND ARE CONSIDERED "NOW OR
FORMERLY".
OTHER UNDERGROUND UTILITIES MAY EXIST BUT THEIR LOCATIONS
ARE NOT KNOWN.
ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
LAWRENCE ASSOCIATES MAKES NO GUARANTEES TO THE
COMPACTION OR TO THE NONEXISTENCE OF ADDITIONAL SPOILS
AREAS.
Legend
Storm Drain
Power pole
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PP
Light pole
LP
Water Manhole
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WMH
Fire Hydrant
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FH
Telephone Pedestal
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TP
Water Meter
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WM
Water Valve
M
WV
Cable TV ped
O
CA TV
280
LINE TABLE
LINE
LENGTH
BEARING
L1
70.31
NO2°55'00"E
L2
25.03
S26°29'33"E
L3
112.94
N65°56'44"W
L4
28.90
N63°07'47"W
L5
28.57
N67*39'14"E
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C101
PAGE
3 of 18
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