4543ATHIS 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 / 2v)
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 10/03/2023 & 11/16/2023
2) TOTAL STATION: SOKKIA DX-205AC+
3) ALL DISTANCES & AREAS SHOWN ARE GRID MEASUREMENTS
Certificate of Ownership and General Dedication
I 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 MINIMUM SUBDIVISION REGULATIONS, BECAUSE (a) ON NEW
STREET OR UTILITY CONSTRUCTION IS REQUIRED, AND (b) ALL RESULTANT TRACTS
ARE FIVE (5) ACRES OR GREATER IN SIZE.
SURVEYOR_
REG. NO. �SC')C� DATE I� : S - a.( a3
(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: PAUL R. MILLSAPS
' - �j� C
Signature(s'./� x /� / Of
Date: _ o . -- a
PARCEL 060 182.16
EAST TENNESSEE SUPPORTINC
QC BOOK 2750 PAGE 1068
-�
(HATCHED AREA)
'' /
25'-WIDE INGRESS, EGRESS, AND
/ %
ACCESS EASEMENT
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RECORD BOOK 2017 PAGE 1869
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RECORD BOOK 2017 PAGE 1887
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PARCEL 060 182.01
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MILLSAPS, S. L., ETAL
WD BOOK 488 PAGE 905
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BOOK 1 PAGE 446��.
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REMAINING LANDS OF...
Y.
PARCEL 060 182.00
MILLSAPS, P. R.
WD BOOK 2017 PAGE 1873
LINE
BEARING
DISTANCE
L1
N
51'11'10" W
24.91'
L2
N
31'25'20" W
67.33'
L3
N
19' 15'00" W
88.37'
L4
N
07' 16' 10
W
44.99'
L5
N
00'08 20
W
66.53
L6
N
47'50 40
W
24.05
L7
N
05'51 30'
E
121.72
L8
N
20'59'50"
E
111.90'
L9
N
52'28'20
E
92.66'
L10
N
75-07'50"
E
49.24'
L11 IN
64'03'20'
E
101.64'
L12 IS
63'21 10
W
1.07
L13
N
41'01 20'
W 125.88
L14
N
63'21 10
E
1.07
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 IS MINIMUM 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 KNOWLEDGEAND BELIEF.
JOB FORWER,:I;KRLS 3500
LAND
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SEE
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FEMA 100-YR FLOOD
00�N
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LOT 1
5.371 ACRES
N
02
BARN
REMAINING LANDS OF..
PARCEL 060 182.00
MILLSAPS, P. R.
WD BOOK 2017 PAGE 1873
FLOOD CERTIFICATION
THIS IS TO CERTIFY THAT I HAVE EXAMINED THE FEDERAL INSURANCE
• = 1/2" REBAR FOUND UNLESS SPECIFIED OTHERWISE
\ ADMINISTRATION FLOOD HAZARD MAP AND FOUND THE DESCRIBED
= 1/2" x 24" REBAR SET
PROPERTY IS PARTIALLY LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA.
O = CALCULATED POINT
SEE 100-YR FLOOD ZONE BOUNDARY DRAWN ON THIS MAP.
$$ SANITARY SEWER MANHOLE
\
@ = SANITARY SEWER (OR SEPTIC) CLEANOUT
® =TELECOM BOX
G = ELECTRICAL TRANSFORMER OR BOX
-6-FIRE HYDRANT
\
FF--. ®= HVAC CONDENSER
00 0= UTILITY POLE
Z = GUY WIRE ANCHOR
®= WATER METER
\
BOUNDARY LINE
\
NON -SURVEYED PROPERTY LINE
C
CENTERLINE OF ROAD
BUILDING SETBACKS (PER RN-1 ZONING)
UTILITY & DRAINAGE EASEMENTS
- - - - - - - - - - - - - - - -
O
\
NOTES:
�
1) COORDINATES SHOWN ON THIS MAP ARE FOR THE CONVENIENCE OF
FUTURE SURVEYORS AND SHOULD NOT BE CONSIDERED AS
�O O
PRIMARY EVIDENCE FOR REMONUMENTATION PURPOSES.
2) THE LAND SURVEYOR IS NOT RESPONSIBLE FOR ANY
^
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.
\
3) 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 EFFECTAT THE TIME OF
PERFORMANCE.
4) THIS DOCUMENT IS PROTECTED BY US COPYRIGHT LAW AND ALL
RIGHTS ARE RESERVED BY ETN SURVEYING LLC.
O�
CONCRETE HIGHWAY \
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9C�9
MONUMENT
F�M4Rgl �y�
A�
co
Arc Length 378.18'
Radius 3029.04'
Chord S 42027'30" E
Chord Length 377.94'
BASEBALL
BACKSTOP
408.70'
S 86036'30" W
SCALE: 1" = 50'
PAPER SIZE: ARCH C (18" x 24")
0 50 100 150
E LAMAR ALEX PKWY (PARCEL 060 182.00)
DISTRICT 14, BLOUNT COUNTY, STATE OF TENNESSEE
WD BOOK 2017 PAGE 1873
JOB#20231001 1 DRAWN: JPF 11/20/2023
z
HILLS PKWYs
a
o"
MAP (NOT -TO -SCALE)
\
Phyllis Lee Crisp, Register
Blount County Tennessee
Rec #: 652536
Rec'd: 15.00 Instrument #: 976607
State: 0.00
Clerk: 0.00 Recorded
Other: 2.00 12/6/2023 at 1:20 PM
Total: 17.00 in
Map File FILE Pgs 4543A-4543A
AN EXEMPT -STATUS SUBDIVISION
PAUL RAY MILLSAPS PROPERTY
BY ETN SURVEYING LLC
865-235-1878 JACOB@ETNSURVEYING.COM
SCALE: 1" = 50' 1 ALL RIGHTS RESERVED