3925BCOLD SPRINGS
RIVER FORD RD
COUNTRY\ LN
RD ELLEJOY RD /
ELLEJOY CROSSING WA
�Kq�fECNEf ELLEJOY CREEK
---�-�� PIK,- LAWSON BRANCH
HWY 321
E LAMAR ALEXANDER PKWY
NOT
1. THIS IS A SURVEY BASED UPON THE RECORD
DOCUMENTS, FIELD EVIDENCE, AND PAROLE EVIDENCE
AS APPLICABLE. IT IS A STATEMENT OF MY
PROFESSIONAL OPINION, ONLY. NO TITLE EXAMINATION
WAS FURNISHED AND PROPERTY MAY BE SUBJECT TO
THE FINDINGS THEREOF, INCLUDING OTHER RIGHTS,
EASEMENTS, RESTRICTIONS, OR CONDITIONS.
SUBSURFACE UTILITIES, FEATURES, OR OTHER
CONDITIONS HAVE NOT BEEN LOCATED THIS SURVEY
EXCEPT AS SHOWN. PROPERTY OWNERS ARE
RESPONSIBLE FOR DETERMINATION OF ANY
UNDERGROUND CONDITIONS THAT MAY AFFECT
PROPERTY.
2. PURPOSE OF SURVEY: BOUNDARY LINE
ADJUSTMENT.
3. PROPERTY AND OWNER REFERENCES: DAVID &
DONNA EDWARDS PER R.B. 2464, P. 2004; LAWRE�
D. GORDON JR. AND PIERRE17 GORDON, PER R.B.
2542, P. 1400.
4. SURVEY REQUESTED BY/FOR: OWNERS.
5. PROPERTY IS SUBJECT TO NOTES/CONDITIONS ON
MAP FILE 1118A INCLUDING DRAINAGE AND UTILITY
EASEMENTS OF 5' ALONG INTERIOR LOT LINES AND
10' ALONG EXTERIOR LOT LINES, 30' MINIMUM
BUILDING SETBACK ON ALL TRACTS. OTHER ZONING
AND SETBACK REQUIREMENTS MAY APPLY. CONTACT
APPROPRIATE OFFICES BEFORE ANY CONSTRUCTION.
6. PRIVATE STREETS NOTE: PER MAP FILE 1118A,
CERTAIN STREETS WITHIN THE SUBDIVISION OFFERED
FOR DEDICATION AS PUBLIC STREETS, MAY NOT HAVE
BEEN ACCEPTED BY BLOUNT COUNTY. OWNERS MAY
BE RESPONSIBILE FOR MAINTENANCE.
7. RESUBDIVISION NOTE: THE SUBDIVISION
REGULATIONS OF THE BLOUNT COUNTY PLANNING
COMMISSION IN EFFECT AT THE TIME OF THE
APPROVAL OF MAP FILE 1118A PROHIBIT THE
RESUBDIVISION OF TRACTS SERVED BY PRIVATE
STREETS IF THE RESULTING TRACT WOULD BE LESS
THAN FIVE ACRES IN SIZE.
8. PROPERTIES DO NOT LIE WITHIN A SPECIAL FLOOD
HAZARD AREA PER FEMA FIRM RATE INSURANCE MAP
NO. 47009c0165C, EFFECTIVE ON 09-19-2007.
LEGEND
IR(0)0
IRON ROD (OLD) 1/2"
IR(N)*
IRON ROD (NEW) 5/8"
PNT 0
UN-MONUMENTED POINT
BOUNDARY LINE -SURVEYED
— —
ADJOINER-LINE NOT SURVEYED
-----
CENTERLINE
— —
CREEK/DITCH APPROXIMATE
— X —
FENCE
ilk to] ME
w;mz ••
EASEMENT POINT / t
DERIVED 8Y CALLS C73 TO C12 LIES APPROX. N `
4423'20" W 0.30' FROM THE IR(N) SHOWN
THAT WAS SET THIS SURVEY BEING A COMMON /
CORNER TO TRACT 1 (PORTION OF LOT 4) AND
LOT 3 AS SHOWN ON MAP FILE 1118A. TRACT I
TAX MAP 049, PARCEL 029.12
PART OF LOT 4 PER MAP FILE 1118A
d
LOT 3 STEVEN R. MYNATT
�� MAP FILE 1118A D.B. 544, P. 610 /
O \ 27.69 ACRES +/-
i�W ti %C12 C13\
0� 603�� / IR( CENTERLINE OF INGRESS/EGRESS
,e0o H 6 EASEMENT DOES CONNECT TO AND
W 1�3 / \ Os. TERMINATE IN THE LINE OF TRACT II
IA / IR(0) ¢S WITNESSED BYHEREON. SET AS SHOWN
N 43'51144.48' / IR(0)
--��
S 59'13'55" E ry\ IR(N) N 34'51'34" E
.
EASEMENT POINT
N 15'48'23" W IR(0) 41. 1' 38.55' AND CORNER TO LOT 2 PER 98.46'
MAP FILE 1118A IR(0) TAX MAP 050, PARCEL 072.00
N 59'13'31" W N 34'51'34" E ERMA L. LEACH
123.41' / 146.44' R.B. 2132, P. 892
INGRESS/EGRESS EASEMENT �.q 2'
25' AND 50' WIDE �FFF
CONNECTS TO COUNTRY LANE.
SOURCE IS MAP FILE 1118A AND D.B. BUCKEYE
544, P. 610. EASEMENT IS 50' WIDE TREE 16"2
FROM COUNTRY LANE TO THE WESTERN
LINE OF LOT 2 PER 1118A. EASEMENT �'' N �9•
IS 25' WIDE RUNNING NORTHERLY WITH
OWNER(S) CERTIFICATE (EXEMPT PLAT)
I/I/EREBY CERTIFY, THAT 1/WE ARE THE CURRENT OWNER(S)
ND T E DIVISIO F PROPERTY/PROPERTIES
AS S R ---- dol
�DATES `r` �9�
•DATF/Z—.? : /
1 CERTIFY THAT -THIS PLAT QUALIFIES UNDER THE PROVISIONS
OF SECTION 13-3-401 OF THE TENNESSE CODE, ANNOTATED
AND IS EXEMPT FROM THE REQUIREMENTS OF THE BLOUNT
COUNTY MINIMUM SUBDIVISION REGULATIONS BECAUSE (A) NO
NEW STREET OR UTILITY CONSTRUCTION IS REQUIRED, AND (B)
ALL RESULTANT TRACTS ARE FIVE (5) ACRES OR GREATER IN
SIZE. �
SURVEYOR`-/
REG. NO.2543 DATE 09-12 2019
Phyllis Lee Crisp, Register
Blount County Tennessee
Rec #: 563976
Rec'd: 15.00 Instrument #: 863259
State: 0.00
Clerk: 0.00 Recorded
Other: 2.00 12/30/2019 at 9:10 AM
Total: 17.00 in
Map File FILE Pgs 3925B-3925B
WESTERN LINE OF LOT 2, AND �, 0 7• �` FENCE REMANANTS
CROSSING LOTS 3 AND 4 AS SHOWN ON RUNS WITH BOUNDARY LINE
MAP FILE 1118A. O MORE OR LESS.
68 INSIDE LINE AT APPROX. DISTANCES AS
/ POINT OF
E INNING �tp s6' / SHOWN.
FOR TRACT A
BOUNDARY DESCRIPTION
TAX MAP 049, PARCEL 029.16TAX MAP 049, PARCEL 029.16 IR(N)
LOT 2 PER MAP FILE 1118A LOT 2 PER MAP FILE 1118A S
DAVID & DONNA EDWARDS DAVID & DONNA EDWARDS RR — \ 3.5'
R.B. 2464, P. 2004 I / R.B. 2464, P. 2004 26 72
N 33'36'36" W �' �� `ll \
, %.
TRACT A 343.46' �oGti� F \ / \ 8' 481 SQ. 17 � ,
0.19 ACRES +/- A IR(N) ( POND
/ \ COMBINED WITH 51.7'S 01'49'20" E
TAX MAP 049, PARCEL 029.16 • ' �
LOT 2 PER MAP FILE 1118A 93.75'
CORNER
LIES APPROX. 14 FEET
)RTH OF EDGE OF WATER
S 2�.
DAVID & DONNA EDWARDS TRACT B
/ \ 1107 EH EJOY CROSSING WAY IR(N) 8 481 SQ. FT.
\ ACCESSORY STRUCTURE DECK 0.1 9 ACRES + \
R.B. 2464, P. 2004 F
TOTAL ACRES PARTIAL FOOTPRINT SHOWN � � /-
/ \ / COMBINED WITH TRACT 11 20.35 + - �''v TAX MAP 049, PARCEL 029.24
cs v`6, MAP FILE 1118A
v' GORDON PROPERTY
LAWSON BRANCH WAY
R.B. 2542, P. 1400
cP� b, TOTAL ACRES
/ \ IR(N) 14.00 +/-
00, P.O.B.
(\ \ N 14'57' 1 1 " W__ f POINT OF BEGINNING
\ FOR TRACT B
\ 64.03 IR(N) o��� BOUNDARY DESCRIPTION
\ N 02'06' 18" W5 N 44'09'25" W
B 14.31'
IR(N) R(0)
N 02*062811 W IR(o) N �q•
49.47 4623
IR(N) S 45'48'07" W 39" W
c� a \ S 45'0.64' W I
TAX MAP 050, PARCEL 073.01
03 m LAWRENCE D. GORDON, JR. &
° ° �. .'��' o PIEREfI•E S
°°
I HEREBY CERTIFY THIS SURVEY WAS DONE IN COMPLIANCE
WITH CURRENT TN MINIMUM STANDARDS OF PRACTICE. THIS
IS A CATEGORY (I) SURVEY AND THE RATIO OF PRECISION
OF THE UNADJUSTED SURVEY IS NOT LESS THAN 1:10,000.
BENJAMIN D. DAVIDSON (TN REG. NO. 2543)
. GORDON
R.B. 2464, P. 2004
�Aa's t-�
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C13
100.00'
7.29'
7.29'
N 67'11'05" W
04'10'37'
C12
100.00'
87.65'
84.87'
S 85'37'01" W
50'13'11"
C11
251.01'
108.87'
108.02'
S 5758'04" W
24'51'03"
SURVEY INFORMATION SHOWN FOR TRACT
II IS TAKEN FROM SURVEY BY STANDING
STONES LAND SURVEYING DATED
02-02-2019 WITH JOB NO. 19004.
TAX MAP 050, PARCEL 070.02
VARTHUR HOUSTON HUMPREY
D.B. 459, P. 30
S 46*35'17"
137.51 '
/ TAX MAP 050, PARCEL 075.02
/ LAWRENCE D. GORDON, JR. &
PIERE17E S. GORDON
R.B. 2506, P. 591
W
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