4866A;EI
The undersigned hereby acknowledges that they are familiar with the conditions
shown on the underlying plat and that he has the authority to execute the
document on behalf of the above named entity.
REAWNING LAND OF DREW MILES
RB 2760 PG 2590
PORTION OF TRACT 7
PLAT REF: 745B
(GREATER THAN 5 Ac.)
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1/2" NIR
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RB 2467 PG 25N
TRACT 2i
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PLAT REF: 745i
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BOUNDARY LINE
FOLLOWS THE
CENTERLINE OF OLDS1/2
WALLAND HIGHWAY
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PAVEMENT
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RB 2744 PG 369TRACT
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PLAT REF: 745E
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RB 2828 PG 1272
TRACT 4
PLAT REF: 745B
1/2" EIR
0
1 �2 N80 34
FIXED STATION 2002 S
1/2" NEW IRON ROD
N-505072.53
E-2619872.88
ELEV-1052.73 (NAVD88)
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RB 2483 PG 2222
TRACT 6
N PLAT REF. 745B
TO C CL INfERSECDON
OLD W D HIGHWAY do
WESLEY W0005 ROAD
S63.6'E
1685.5'
1/2" NIR
WITNESS
15.14'
Phyllis Lee Crisp, Register
Blount County Tennessee
Roc #: 688256
Roc'd: 15.00 Instrument #: 3023316
State: 0.00
Clerk: 0.00 Recorded
Other: 2.00 12/18/2025 at 11:10 AM
Total: 17.00 in
Map File FILE Pgs 4866A-4866A
LEGEND;
POB
POINT OF BEGINNING
OR
EXISTING IRON ROD
NIR
NEW IRON ROD
A=
ARC LENGTH
R=
RADIUS
D=
CENTRAL ANGLE (DELTA)
B=
CHORD BEARING
C=
CHORD LENGTH
Ac.
ACRES
SF
SQUARE FEET
WDB
WARRANTY DEED BOOK
RB
RECORD BOOK
PG
PAGE
TYP
TYPICAL
R/W
RIGHT—OF—WAY
CENTERLINE
0
FIXED STA77ON
BOUNDARY LINE
—
ROAD CENTERLINE
--------------
DIRT ROAD EDGE
— — — — — —
100 YEAR FLOOD LINE
— — — —
LAKE/RIVER/CREEK LINE
LINE TABLE
No.
Bearing
Len.
L 1
N7'08'32 "W
102.37'
L2
N843442"W
132.85'
L3
S14'04'49"E
156.57'
L4
S34'59'15 E
90.66'
L5
S50'0826 E
53.96'
L6
S83'24 50"E
59.34'
CURVE TABLE
No.
Len.
Radius
Delta
Bearing
Chord
C1
39.25'
1118.84'
2'01'
S31'07'58"W
39.24'
C2
10758'
264.42'
23'19'
S18'43'33"W
106.84'
C3
180.79'
533.48'
19'25'
S4'22'18'E
179.93'
C4
228.15'
625.23'
20'54'
S24'32'021E
226.88'
C5
1 83. 11'
1 911.01 '
1 S' 14'
1 S3272226 E
83.08'
SURVEYOR'S NOTES:
1. No Instruments of Record reflecting easements, rights of
way, and/or ownership were furnished to the Surveyor, except
as shown hereon. The Surveyor has made no attempt to
access the public records for any easements. Subject to any
easements, regulations or restrictions in effect at the time of
this survey. No title opinion is expressed or implied.
2. The Surveyor has made no attempt to locate underground
utilities, underground foundations, underground encroachments
or underground improvements, except as shown hereon.
Actual location of all underground utilities should be verified
through Tennessee 1 Call (1-800-351-1111) or the utility
provider prior to any excavation or construction.
J. This property is not located in a flood hazard area
according to FEMA Flood Insurance Rate Map 47009CO285C,
dated September 19, 20OZ
4. GNSS data for this survey was derived using Static GPS
procedures on November 13, 2025 using Trimble R12 dual
frequency GPS receivers. The grid coordinates of the Fixed
Station shown hereon were derived from a solution using
Trimble Post —Processing Service as referenced to
NAD83(2011), Epoch(2010.0), GEO/018. The relative positional
accuracy of the GPS vectors does not exceed H-0.01' and
V-0.04'. Combined Grid Factor=0.99990544 centered on Fixed
Station 2002, as shown hereon.
PARENT TRACT
TAX MAP 083
PARCEL 030.07
0,
0
xj
iil..
i
E RNER
Urn /321
LOCATION MAP
NOT TO SCALE
CLIENT.
FOOTHILLS REALTY PARTNERS
333 FAIRVIEW BLVD
MARYVILLE, TN 37803
OWNER:
DREW MILES
614 BRANTLIN WAY
MARYVILLE, TN 37803
RB 2760 PG 2590
TAX MAP 083 PARCEL 030.07
PLAT REF. 745B
100' 50' 0 100' 200'
1" = 100'
d
SURVEYOR'S CERTIFICATION OF EXEMPT PLAT:
I hereby certify that this plat qualifies under the provisions of Section
13-3-401 of the Tennessee Code Annotated and is exempt from the
requirements of the Blount County Planning Commission, because (a)
no new street or utility construction is required, and (b) all tracts are
five (5) acres or greater in size.
358Z
Registration Number —State of Tennessee
SURVEYOR'S CERTIFICATION.
I hereby certify that this is a Category I survey, the ratio of
precision of the unadjusted survey is 1: 10,000 or greater as shown hereon,
and this survey was done in compliance with current Tennessee Minimum
Standards of Practice.
a. r P� 12. i7.1G
STERLING
E N G I N E E R I N G, 1 N C
LAND SURVEYING
CIVIL ENGINEERING
CONSULTING
LAND PLANNING
1020 WILLiAM BLOUNT DRIVE
MARYVILLE, TENNESSEE
37802-8401
P.O. BOX 4878
MARYVILLE, TENNESSEE
37802-4878
PHONE: 865-984-3905
FAX: 865-981-2815
O!�
0
cc
Cc) Coldi hl 2025 Starling Englneedng, Inc.
NI III is Ra amd
SHEET BS
0.1ceffiWIC
DRAWN:
CEG
CHECKED:
DATE:
12/17/25
SCALE:
1 it = 100'
DRAWING:
1480-7-BS
PROJECT NO:
SEI#1480-7