4533BTHIS 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 I2a)
C) HORIZONTAL DATUM = NAD83(2011) EPOCH 2O10.00 TENNESSEE
(EPSG:32136)
D) VERTICAL DATUM = NAVD8B
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 8/30/2023 & 9/4/2023
2)TOTAL STATION: SOKKIA DX-205AC+
3) ALL DISTANCES & AREAS SHOWN ARE GRID MEASUREMENTS
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 (1 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: EVELYN FAY CRISP REVOCABLE TRUST
STANLEY CRISP, TRUSTEE
Signature(s):
Date:'
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. 3>3 o DATE - 17 `
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTAANGLE
C1
340.15'
65.99'
65.88'
N 16059'40" E
11 006'54"
C2
1336.89'
155.88'
155.79'
N 06041'40" E
6040'51"
C3
164.29'
122.84'
120.00'
N 27052'50" E
42050'33"
C4
44.52'
73.46'
65.41'
S 69031'20" E
94031'39"
C5
298.24'
22.26'
22.26'
S 17029'40" E
4016'37"
C6
306.65'
59.27'
59.18'
1 S 25014'30" E
111 °04'29"
LINE
BEARING
DISTANCE
L1
N 03030'10" E
19.15,
L2
N 06021'30" E
34.94'
L3
N 06021'30" E
49.95'
L4
N 52021'20" E
52.54'
L5
N 52°40'00" E
80.12'
L6
N 46043'00" E
100.68'
L7
N 42049'10" E
91.25'
L8
N 46043'00" E
30.24'
L9
N 53029'00" E
19.12'
L10
S 17053'40" E
32.46'
L11
S 10024'40" E
40.53'
L12
S 12024'40" E
76.43'
L13
S 15028'10" E
62.65'
L14
N 62019'50" W
33.02'
L15
S 27045'00" W
50.00'
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 A MINIMUM OF 0.07' AT THE
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.
,411� I I- f 7-acPa3
OB FORSTE , TN RLS 3500
SIGHT DISTANCE EASEMENT
(SEE NOTE #8 ON PLAT 4492A)
J
Co
44/
^� 1
49)
Z
i
40
N o
ry�0 ryN
h�
Q�
oSOO
00
F\
1101,
o \
7
LOT 3R-1
�\ 6.04 Acres
2
531.06'
/
N 61 °09'20" W
e
S 61 °09'20" E
441
Off/R
O' Cb
N
LOT 3R-3
h
Z
6.04 Acres
50' PERMANENT ACCESS EASEMENT /
BENEFITTING LOT 4R-1
(SEE PLAT 4492A)
n
� W
604.06'
<w N 62014'40" W
S 62014'40" E/
62015'30" W
2 337.95'
\mow° o S 62015'30" E
"'o_'�?,
o
2
\\
Q�
W
PM
EO
F, CV)
N °
CO M
M
0)
CN
3:IW
zo o 0
r 1- r-
C'j
coco CO
CN CM
(A Z
4)I
278.56'
N 62015'00" W
j�RyWr
0
tp
7\
om ��
2mr r O P,
s�-. �
0 U,� �do
5 tJO
�m \
n
I I
� I
I 1
C
0
�
j �-
�T
N ° 'P-<
OOO N
T m
m s0
o5
m
iZ-c
0
a �a
L
LOT 3R-2
6.04 Acres
O�
W
0 0
O LO
CO
LO M °
CV) CO
00
U) Z
50.1,
347.77' TOTAL
N 62015'00" W
S 62015'00" E
N:530985.49
E:2513738.30
�m
214.80'
S 520441501f E
LOT 4R-3
13.86 Acres
PARCEL 042 023.04
ENDSLEY, LEWIS K. & DEANA K.
WD BK 2655 PG 1865
SMITH & MOORE PROPERTY
PLAT BK 5 PG 93
PARCEL 042 005.00
C'i 0 GREENE, CRYSTAL
to LO 0 WD BOOK 2745 PAGE 1052
co LOT 2 - MANNING MEADOWS
PLAT 4424A
693.72'
S53...,.`10' E I
PARCEL 043 064.01
GREENE, RONALD L. & VICKIE P.
M N DEED BK 386 PG 650
L6
N
LOT 4R-2
15.57 Acres
910.42'
N 57052110" W
S 57052---�-
1293.40'
N 59034'20" W
I
� I
I
/ I
1
/ I
/ 1
1
AREA OF INDETERMINATE OWNERSHIP
(GAP) BETWEEN PARCELS 042 005.03
AND 042 023.04
PARCEL 042 025.00
MORTON, MACE W.
DEED BK 2244 PG 2852
10" WOOD FENCE POST
fn
N
00
N C.0
w�
o -'_
Ei
PARCEL 043 064.06
SHERWOOD, JULIE A. & MARY J. LIBBY
WD BK 2570 PG 1110
T
8" WOOD FENCE POST
OWNER:
THE EVELYN FAY CRISP REVOCABLE TRUST
STANLEY CRISP, TRUSTEE
420 ODELL RD
MARYVILLE, TN 37801
FLOOD CERTIFICATION
THIS IS TO CERTIFY THAT I HAVE EXAMINED THE FEDERAL INSURANCE
ADMINISTRATION FLOOD HAZARD MAP AND FOUND THE DESCRIBED
PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA.
Phyllis Lee Crisp, Register
Blount County Tennessee
Rec #: 651785
Rec'd: 15.00 Instrument #: 975618
State: 0.00
Clerk: 0.00 Recorded
Other: 2.00 11/17/2023 at 2:05 PM
Total: 17.00 in
Map File FILE Pgs 4533B-4533B
S�Fy�N
TqN
�Ro
Q�
O�
�o
FRANK
DR
SEQUOYAH
DR
SCALE: 1" = 150'
PAPER SIZE: ARCH D (24" x 36")
0 150 300 450
o�
Q
a
JO
�Or
CO
• = 1/2" REBAR FOUND UNLESS SPECIFIED OTHERWISE
= 1/2" x 24" REBAR SET
O = CALCULATED POINT
SS - SANITARY SEWER MANHOLE
ss = SANITARY SEWER (OR SEPTIC) CLEANOUT
O =TELECOM BOX
ELECTRICAL TRANSFORMER OR BOX
���lIIJJY� FIRE HYDRANT
�= HVAC CONDENSER
V = UTILITY POLE
= GUY WIRE ANCHOR
®= WATER METER
BOUNDARY LINE
NON -SURVEYED PROPERTY LINE_ -
CENTERLINE OF ROAD
OVERHEAD UTILITY LINES
E E E
FENCING
-x-x-x-x-x-x-x-
SANITARY SEWER CENTERLINE
Ss Ss SS
LOCATION MAP (NOT TO SCALE)
NOTES:
1) THE PURPOSE OF THIS PLAT IS TO SUBDIVIDE BLOUNT
COUNTY PARCELS 042 005.02 AND 042 005.03 INTO FIVE
LOTS.
2) THIS PLAT ENCOMPASSES FOUR LOTS TOTALING 47.55
ACRES.
3) COORDINATES SHOWN ON THIS MAP ARE FOR THE
CONVENIENCE OF FUTURE SURVEYORS AND SHOULD
NOT BE CONSIDERED AS PRIMARY EVIDENCE FOR
REMONUMENTATION PURPOSES.
4) 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.
5) 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.
6) THIS DOCUMENT IS PROTECTED BY US COPYRIGHT LAW
AND ALL RIGHTS ARE RESERVED BY ETN SURVEYING
LLC.
710 & 714 BALES HOLLOW RD AN EXEMPT -STATUS RE -SUBDIVISION
(PARCELS 042 005.03 & 042 005.02) RE -SUBDIVISION OF LOTS 3 & 4,
DISTRICT 4, BLOUNT COUNTY, STATE OF TENNESSEE
BOOK 2534 PAGE 1600 MANNING MEADOWS
MANNING MEADOWS SUBDIVISION BY ETN SURVEYING LLC
PLAT BOOK 4424A- LOTS 3 & 4 865-235-1878 JACOB@ETNSURVEYING.COM
JOB# 20231005 1 DRAWN: JPF 11/6/2023 SCALE : 1" = 150' 1 ALL RIGHTS RESERVED