4616ATHIS SURVEY WAS PREPARED USING A COMBINATION OF RTK GNSS AND
CONVENTIONAL TOTAL STATION DATA COLLECTION.
1) GNSS RECEIVER: CARLSON BRx7 BASE/ROVER REFERENCED TO NAD83
STATE PLANE COORDINATES USING THE TDOT CORS NETWORK
A) REAL-TIME KINEMATIC GNSS OBSERVATIONS USED
B) MINIMUM POSITIONAL ACCURACY = 0.07' (95% CONFIDENCE I20)
C) HORIZONTAL DATUM = NAD83(2011) EPOCH 2O10.00 TENNESSEE
(EPSG:32136)
D) VERTICAL DATUM = NAVD88
E) GEOID MODEL = CONTINENTALUS-NGS2018
F) COMBINED SCALE FACTOR = 1.00000000
G) REFERENCE STATION = LOCAL BRx7 BASE LOCALIZED USING
TDOT CORS MODELED CORRECTIONS
H) OBSERVATIONS MADE ON 4/22/2024, 4/24/2024, 5/10/2024
2)TOTAL STATION: SOKKIA DX-205AC+
3)ALL DISTANCES & AREAS SHOWN ARE GRID MEASUREMENTS
PARCEL 032M A 020.00
WYKOFF, KATHY
LOT 20 - RIO VISTA
PLAT 632B
WD BK 547 PG 726
(46:T
cal
co
/ L31 -1
f
O
co
J
1
♦ �9
'ql �1/64°p9 1
NTFR</NFQ p 'I, /,�Q w
PARCEL 042D A 004.00 VFM " -_ .
WILKERSON, HARRY & GAYLE FM
LOT 16 - CONNATSER LAKE PROPERTY _
WD BK 537 PG 449
NOTE:
PROPERTY LINES ALONG FORT LOUDOUN
LAKE ARE CHORDS BETWEEN POINTS ON
THE 813' CONTOUR.
POTENTIAL GAP FOUND BETWEEN
SUBJECT PARCEL AND PARCEL
042D A 005.00
FFM
q �0°
y '49 8?O' 0o
670, \
ToR T touo
NN�SSEE R It
DER
81T CONTOUR
820'CON'rrOUR��. -1 L6
LO
016615
I J
PARCEL 042D A 005.00
WOLFE, JOSEPH F. I
LOT 14 - CONNATSER LAKE PROPERTY
WD BK 2599 PG 400
3/4" IRON PIPE
J
Arc Length 102.67'
Radius 125.00'
Chord N 55038'30" E
/� Chord Length 99.81'
Arc Length 159.71
Radius 256.51'
I Chord N 13°47'00" E
Chord Length 157.15'
I
O 1
: zl
m
m (A
m
n
"�I
C
m �--
m z w
Z
N ,p
w
j
O �
I
I
I w
I
�
�N
ky
�{ FRAMED CARPOR-.
//
CERTIFICATION OF CATEGORY AND
ACCURACY OF SURVEY
I HEREBY CERTIFY THAT THIS IS A CATEGORY 1 SURVEY AND THE RATIO OF
PRECISION OF THE UNADJUSTED TRAVERSE IS 1:10,000 FOR TOTAL STATION
MEASUREMENTS. GNSS MEASUREMENT PRECISION ISAMINIMUM OF 0.07'ATTHE
95% RELATIVE POSITIONAL ACCURACY CONFIDENCE INTERVAL.
I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN MADE USING THE LATEST
RECORDED DEEDS AND OTHER DOCUMENTS FURNISHED BY THE ATTORNEY AND
THAT THERE ARE NO ENCROACHMENTS OR PROJECTS OTHER THAN THOSE SHOWN
AND THAT THE SURVEY IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
COB F RSTE RLS 00
3/4" IRON PIPE
6, Z81
N 74'J51"p0. 3/4" IRON PIPE
VV
-�gP.FORs••
•PG���p IANOSG, ��••
••' t XVI �G �•.
�C"
AGR '
i
ER�F, O ,
.�FSSEENO•
s=Via•=au
PARCEL 032M A 021.00
BRANSON, THOMAS & CHRISTINE
LOT 21 - RIO VISTA
PLAT 632E
WD BK 2737 PG 1641
N7
m
,
o�,
\ C9
F
2 266.95, \
16 N 82°47'40" W
S 82°47'40" E L2\
q, ----- L10
BOAT RAMP GRAVEL PATH TO BOAT RAMP-
1" IRON PIPE
33� � p�0�
66°�
S
LOT 1
11.52 Acres
0j00.
1" IRON PIPE
Certificate of Ownership and General Dedication
(I, We), the undersigned owner(s) of the property shown herein, hereby adopt this as (my,
our) plan of subdivision and dedicate the streets as shown to the public use forever and
hereby certify that (I am, we are) the owner(s) in fee simple of the property, and as property
owner(s) have an unrestricted right to dedicate right-of-way and/or grant easement as
shown on this plat.
Owner(s) Printed Name: JEFFREY L. WILSON & DEBORAH H. WILSON
TRUSTEES OF THE JEFFREY L. WILSON AND
DEBORAH H. WILSON LIVING TRUST
Si natur
f
es:
�j��/�_�m
Date: au g
FLOOD CERTIFICATION
• = FOUND MONUMENT (1/2" REBAR UNLESS SPECIFIED OTHERWISE)
THIS IS TO CERTIFY THAT I HAVE EXAMINED THE FEDERAL INSURANCE
= 1/2" x 24" REBAR SET
ADMINISTRATION FLOOD HAZARD MAP AND FOUND THE DESCRIBED
O = CALCULATED POINT
PROPERTY IS LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. SEE MAP
FOR 100-YR FFLOOD BOUNDARIES. (FEMA FIRM MAP # 47009C0100C)
$$ SANITARY SEWER MANHOLE
@ = SANITARY SEWER (OR SEPTIC) CLEANOUT
8 = TELECOM BOX
E ELECTRICAL TRANSFORMER OR BOX
FIRE HYDRANT
®= HVAC CONDENSER
M
�= UTILITY POLE
NOTES:
00
Q
I- = GUY WIRE ANCHOR
1) COORDINATES SHOWN ON THIS MAP ARE FOR THE CONVENIENCE OF
z
®= WATER METER
FUTURE SURVEYORS AND SHOULD NOT BE CONSIDERED AS
BOUNDARY LINE
PRIMARY EVIDENCE FOR REMONUMENTATION PURPOSES.
SURVEYED PROPERTY LINE
2) ZONED R-1 : BUILDING SETBACKS ARE PER CURRENT ZONING
... -
REGULATIONS.
CENTERLINE OF ROAD _
3) ACREAGES SHOWN ARE TO THE 813' CONTOUR
OVERHEAD UTILITY LINES
E E E
4) SUBJECT TO TVA FLOWAGE EASEMENT RIGHTS TO THE 820'
FENCING
CONTOUR
-x-x-x-x-x-x-x-
SANITARY SEWER CENTERLINE
5 ALPHABET WAY IS A PRIVATE 30'-WIDE RIGHT OF WAY. LOTS 1 & 2 ARE
ss ss ss
BOTH LIKELY SUBJECT TO IMPLIED OR PRESCRIPTIVE EASEMENTS
FOR THIS RIGHT OF WAY.
CF\
PARCEL 033 026.04
R<
CONNATSER, DONALD R.
1PG
LOT 2
FO
WD BK 2018 547
16.04 Acres
/1\- ` 1
9T6 \
qy \
,\ F
ALPHABET WAY
- --�
CENTERLINE OF PAVEMENT
_ _---
�-
/ 1g' 12" CEDAR SNAG
\L
\
627.11'
��b
S 89025'50" W
L15
\
>1RONPE S6�°?' ♦
tiSD 99O \ 0'
♦
PARCEL 042 002.00
STRAIN, SUSAN J.
WD BK 2376 PG 1860
Certification of the Accuracy of Survey
Survey accuracy shall meet the requirements of the current
edition of the Rules of
Tennessee State Board of Examiners for Land Surveyors - Standards of Practice.
I hereby certify that this survey was prepared in compliance with the current edition of the Rules of
Tennessee State Board of Examiners for Land Surveyors - Standards of Practice.
Registered Land Surveyor: Jacob P. Forster
Tennessee License No.: 3500
Date: c .tea
6) NO RECORDED EASEMENT WAS FOUND FOR THE EXISTING
OVERHEAD UTILITY LINES CROSSING BOTH LOTS. IMPLIED OR
PRESCRIPTIVE EASEMENTS ARE LIKELY TO EXIST.
7) THE LAND SURVEYOR IS NOT RESPONSIBLE FORANY
DETERMINATION OR LOCATION OF ANY UNDERGROUND CONDITIONS
NOT VISIBLE AND OBVIOUS BY INSPECTION OF THE PREMISES,
INCLUDING, BUT NOT LIMITED TO, SOILS, GEOLOGICAL CONDITIONS,
PHYSICAL DEVICES AND FACILITIES, PIPELINES OR BURIED CABLES
UNLESS SPECIFICALLY SHOWN ON THIS MAP, AND SHALL NOT BE
RESPONSIBLE FOR ANY LIABILITY THAT MAY ARISE OUT OF THE
MAKING OF OR FAILURE TO MAKE SUCH DETERMINATION OR
LOCATION OF ANY SUBSURFACE CONDITION.
8) THE LAND SURVEYOR MAKES NO WARRANTY, EITHER EXPRESS OR
IMPLIED, AS TO ITS FINDINGS, RECOMMENDATIONS, OPINIONS, OR
PROFESSIONAL ADVICE EXCEPT THAT ITS SERVICES WERE
PERFORMED PURSUANT TO GENERALLY ACCEPTED STANDARDS OF
PROFESSIONAL PRACTICE IN EFFECT AT THE TIME OF
PERFORMANCE.
9) THIS DOCUMENT IS PROTECTED BY US COPYRIGHT LAW AND ALL
RIGHTS ARE RESERVED BY ETN SURVEYING U.C.
CONCRETE
ASPHALT
LINE
BEARING
DISTANCE
L1
S 57050'00" W
64.60'
L2
N 78029'10" E
34.62'
L3
N 03034'40" E
65.94'
L4
N 00057'00" E
103.59'
L5
N 00°57'00" E
15.80'
L6
S 75015'40" E
73.66'
L7
N 79051'00" E
106.67'
L8
N 57009'20" E
45.85'
L9
N 13023'40" W
43.64'
L10 IS
83051'40" E
67.53'
L11
S 39011'40" E
81.28'
L12
S 43050'20" E
127.74'
L13
S 43033'00" E
55.90'
L14
S 41 °38'20" E
86.99'
L15
S 78024'40" E
41.05'
L16
S 82047'40" E
4.58'
L17
IS 34056'20" W
30.34'
L18
S 61 °23'50" W
67.32'
L19
N 78024'40" W
41.05'
L20
N 41 °38'20" W
86.99'
L21
N 43033'00" W
55.90'
L22
N 43°50'20" W
127.74'
L23
N 39°11'40" W
81.28'
L24
N 83051'40" W
i 67.53'
L25
N 82047'40" W
4.58'
L26
N 50049'00" W
88.26'
L27
N 29006'00" W
46.73'
L28
I N 27032'20" E
10.92'
L29
N 44058'00" W
65.41'
L30
N 00022'30" E
72.41'
L31
S 89038'20" E
25.00'
L32
N 00028'10" E
49.93'
♦
♦
♦ �- w
_ a;
"-�_ OQ
I pLL
\ / / w
OZ
X
SCALE: 1" = 100'
PAPER SIZE: ARCH D (24" x 36")
I CERTIFY THAT THIS PLAT QUALIFIES UNDER THE PROVISIONS OF SECTION -
13-3-401 OF THE TENNESSEE CODE, ANNOTATED AND IS EXEMPT FROM THE PROPERTY OWNERS:
REQUIREMENTS OF THE BLOUNT COUNTY MINIMUM SUBDIVISION REGULATIONS, 1165 CH ULA VISTA DR ( PARCEL 042 001.00)
BECAUSE (a) ON NEW STREET OR UTILITY CONSTRUCTION IS REQUIRED, AND (b) JEFFREY L. WILSON DISTRICT 4, BLOUNT COUNTY, STATE OF TENNESSEE
ALL RESULTANT RACTS 75) ACRES OR GREATER IN SIZE. TRUSTEES OF THE JEFFREY L. WILSON
SURVEYOR / DEBORAH H. WILSON QC BOOK 2694 PAGE 1982
AND DEBORAH H. WILSON LIVING TRUST JEFFREY L. & DEBORAH H. WILSON
REG. NO _�Z SQQ DATE � -Qa 2356 WILD PEAR TRAIL
--j- DANDRIDGE, TN 37725 JOB# 20240405 DRAWN: JPF 05/10/2024
Phyllis Lee Crisp, Register
Blount County Tennessee
Rec #: 659905
Rec'd: 15.00 Instrimment #: 986028
State: 0.00
Clerk: 0.00 Recorded
Other: 2.00 5/22/2024 at 4:15 PM
Total: 17.00 in
MAP File FILE Pgs 4616A-4616A
AN EXEMPT -STATUS RESUBDIVISION
AQUA VISTA OVERLOOK
BY ETN SURVEYING LLC
865-235-1878 INFO@ETNS U RVEYI NG.COM
REVIEWED BY: I ALL RIGHTS RESERVED