4579A3(v
A
TOTAL R E A.�i
Certification of the Approval of Road Names and Property Numbers E-911
Certification of the Approval of Utilities (Water)
Certification of the Approval of Streets
i
r� �
37.90 Acres
Certificate
Certification of Ownership and Dedication
of Approval of Road Names and Property Numbers E-911 I hereby certify that (1)
1 hereby certify that the water improvements have been installed in an acceptable
l hereby certify that the streets and other related improvements shown have been
1,651,095
sq. f t.
the names of existing public roads shown on this subdivision plat are correct, (2) the names
manner and according to the specifications of the Blount County Subdivision
installed according to county specifications; and according to the specifications of the
l (we) hereby certify that l am (we ore) the owner(s) of the property shown c
of any new roads, whether public or private, do not duplicate any existing names and said
Regulations, except as noted hereon, or proper provisions have been made for their
Blount County Planning Commission's Subdivision Regulations, except as noted hereon
described hereon and that l we) hereby adopt this plan of subdivision with my
INCLUDES COMMON AREA AND R.O.W.
names are approved, and 3 the
pp () property numbers of the lots shown on this plot are in
installation.
or proper rov/ ions have been made for their installation.
P P P
free consent, establish the minimum building restriction lines, and dedicate all
conformance with the E-911 System.
(� ^� �20 �
-o' --�
5 Z�
20
rights -of -way, streets, alleys, walks, easements, parks, and other open space:
TOTAL HOUSE LOTS = 156
l- a(p 2n
Date
Date
public or private use as noted.
COMMON/OPEN SPACE LOTS: 12
Date
_
7.65 Acres
�va� ��
Wf
ROAD SYSTEM = 6.93 Acres
.o�
Sig re
Cou ghw uperintendent
Date
E-911 Authority
P
TOTAL HOUSE LOT AREA: 23.32 Acres
W
Position
�Y
O eN352458 E N
Property owners are responsible for maintenance
N
of Stormwater facilities. The covenant for
maintenance of stormwater facilities is recorded
RB
S�BDtws+DN
PBRNo
m
as 2764-2703.
13128 v
rn
, @
CURVE TABLE
CURVE
BEARING
CHORD
RADIUS
LENGTH
C1
N4138'36"E
17.82
100.00
17.84
C2
S43 0658"W
22.93
100.00
22.98
C3
5O442'02"W
141.42
100.00
15Z08
C4
S42 2957"W
72.54
300.00
72.71
C5
N45 23'51 "W
31.45
100.00
31.58
C6
N05 41 '06 E
133.92
100.00
146.73
C7
N8638'36 E
46.04
30.00
52.48
C8
S03 21 '24'E
38.48
30.00
41.77
C9
S8707 35"W
38. 63
25. 00
44.15
C10
S025225"E
31.74
25.00
1 34.39
Cll
S407748"W
16.42
125.001
16.43
C12
S46 5252"W
12.30
125.001
12.30
C13
S4246'03"W
16.29
75.00
16.32
C14
S49 21 '07"W
0.91
75.00
0.91
C15
N0442'02"E
35.36
25.00
39.27
C16
N8577 58"W
35.36
25.00
39.27
C17
S21'18'44"E
81.34
125.00
82.85
C18
S1038'09"W
56.07 -
125.00
56.55
C19
S3530'08"W
51.58
125.00
51.95
-C20
S48 33'15"W
5.00
125.00
5.00
C21A
S38 23'18"E
5.00
75.00
5.00
C21
S063642"W
102.47 _
75.00
112.81
C22
N0442'02 E
35.36
25.00
39.27
C23
N85'1758"W
35.36
25.00
39.27
C24
N8737 41 "E
39.44
25.00
45.44
C25
S02 22'19 "E
30.73
25.00
33.10
C26
S8438'17"W
37.78
25.00
42.83
C27
N41 '18'53"W
12.98
75.00
13.00
C28
SOS 05'16"E
34.51
25.00
38.09
C29
N44 02'27"W
33.45
125.00
33.55
C30
S3928'32"W
44.44
325.00
44.47
C31
S46 25'08"W
34.29
325.00 1
34.30
C32
S385523"W
32.,31
275.001
32.33
C33
S45 52'00"W
34.31
275.00
34.33
C34
N35 52'11 "W
6.49
75.00
6.49
C35
NOS 09'57"E
95.52
75.00
103.55
C36
N33 26 46 "W
12.67
125.00
12.67
C37
N21 '18'02"W
40.15
125.00
40.32
C38
N0249 05"W
40.15
125.00
40.32
C39
N1539'53"E
40.15
125.00
40.32
C40
N34 08'50"E
40.15
125.00
40.32
C41
N4533'16"E
9.45
125.00
9.45
C42
S8776 46"E
35.36
25.00
39.27
C43
N0243'14"E
35.36
25.00
39.27
C44
S8776'46 E
35.36
25.00
39.27
C45
N0243'14"E
35.36
25.00
39.27
C46
S8776'46"E
35.36
25.00
39.27
C47
NO2 43'14'E
3536
25.00
39.27
C48
S02.14'16 "W
42.78 1
30.00
47.63
C49
S8745'44'E
4207
30.00 I
46.62
LABEL LEGEND
D.E. = DRAINAGE EASEMENT
S. S. E. = SA NI TAR Y SEWER EA SEMEN T
LINE TYPE LEGEND
DRAINAGE EASEMENT
SAKI TAR Y SEWER EA SEMEN T
BEFORE YOU
DIG
STOP
CALL
1-800-351-1111
TENNESSEE ONE CALL
IT'S THE LAW G RAP HIC SCALE
100 0 50 100 200
( IN FEET )
1 inch = 100 ft.
pLRI
N35 �514 E COMMON AREA AND
699.41 WATER QUALITY /
Nto
_ 0S222 DRAINAGE /
N o " �' 85,970 sq. n DETENTION EASEMENT
m - =
21S DE. 1.97 Acres
_-r..
N' 233.54 N3533 2 �" �' �" j N j N49 2634'E
9.9 KILO_ 50.00 50.00' 50.00' 50.00' 55.00- I 1 55.00' 50.00' 50.00' 50.00' 50.00' 50.00' S0.00'
FUTURE DEVELOPMENT 3 N35g32� E 40
>5.0 ACRES 6 ' '"
0 24 z 25 0 26 N 27 N 28 N 29 1 3 3 3 3 o�jL
i �o N35332 55•p0 23 30 1 2 3 34 5
�zN 50.00 ' 22 N o, No o rn rn 'o +. N
j 196.244_(TOTAL) _ 21 a+ No� °°N! o onwi� $ owloo ow $ ow b orw,I c' �'crn °' ao Nw rn �o rn
01
5494 i 1r 6' N N mWI O w$ O O p ci O N O Q' a�p��i
L20_D;E _ 2'02'W_ �0_00� N 20 a C, o rnt'o'a. NI o o ! o o a',
96.24LxL
S0.00' S� O 18 $ N N 6 0o at $ ran' y a rn 1 m N N w
50.00' 19 6; N N O ,� r,i
1 3 2 P. m o rn, Cb o_ o, fl ? ? ri n - rn m c
�..._.._ ._.._.. N353 17 N N g s
o 1 199 16 > a+ o a, b two*'+ `n -0' 15.76 50.Q0' 50.00' 50.00' '
200 198 4o'X60' TEMPORARY rn '4 , b o_ SO.OD' 55.00' 1 55.D0' 50.00' 50.00'
ow 1 � (n o a, TURN -AROUND EASEMENT N N a o p, o o, ,*. ' 5 45.3 '>,' 3 C4 0 50.00' 4.30' 952
t w a s A 40_ o rn,I $ o_ o, 9. rn 5 0
`r w m o V m o i = 'g rn SSE 55.0d 33.20' E N - - tL 26 34'E ` NE 1t BURY L1V C
m rn cn o is �I m � 50.00 N35. 0 500.06' - C50 4 Ss
51
WM rm N w m m rr o o p0 N 6 a C32
-., 8 W, p I I .0 � r*1 rn a � �/ �jD. V• N 7.8 181 1
i 50,00 0 19.25 15.76' S0.00 50.00' 50.00' 50.00' 55.00' 55.00' S0.00' S0.00' 50.00' 4.30' C61 I C51
rn M o DEBRA D & RICHARD EARL BESTN,,, �' rm SSE $
W o z 079 139.00 rn c? 0"E N N rn
WB 82 PG 603 y8>4 Q 0 2Lit sss OS8 Gtiti �` N35.33'2 -I' o o G cs0
5.(
rn o a ti� rn
16.37 5 72' $9 C?6 �+ in ,n w o" $ o o o p z °' ; I ' z e'
o c m .F C1 2p 3 4,189 n " in o $ m o c.1 O N Li o N o $ N o $ o $ o
o m ?) N49 42 02'E LN sq" [?> r" m rn cn W o m o �w
G`�$U1�Y 83 42 e0' N5338'S8" w W! N rn o I .p o0 N I a o wf w m o c,i w W p w a
-y F m W ^j 9 O m W jP� N O O O 6u
m 19D. OD' N� ri .':? W !J_ o N i N 1� p N i ,L/ O im W y,
m rs ,p tD O O N nj j,
E Of .a �,,, A �, ,'i O O O O N .r3 N D p y O W m W m O r„
M m G5 90.85' 7,499 sq. n o r, ri iz
o z cn 120.00, ri rn o rn o �, w cd o
o >> OS5 / OS=OPEN SPACE tao.00 _ o Gti W o 168 o s S10 50 49 48 47 46 45 44 j j 43 42 q1 40 � Nio
h
z `kk �� (TYPICAL) N49.42.02'E ?� o w 169 NO. 6,000 sq. n o0 38.73' �p0 50.00• 50.00' 50.00' S0.00' 39 o,
2r�(TpTN� N4942'02'E 116.16'(1) v9 ci G 0S7 `� •�•m•• 170 w N� ' N533$'S8" 50.14' 1L 55.00' S5.00' 50.00' 50.00' 38
31'5 t.90 50.00' _ 31.13' 0S 1 460.00•(TOTA 50.00' Sp 67'
N36' S5 10,059 sq n to I 1 43 o sq' m � cn � o N5338'58"E w _ 5 fi
6 5 E 66.16' +� i 120.00' 10,115 R o f ^' 120.00' u, u,
Op bu. N36'31'S5E ` 99 ¢ N4942'02'E o m 6,000 sq. n Oo 0 167 0 0 6,00p s r�3 0 51,580 sq. n S4926'3eW 54926'34`W 42.w i5�p7 5Q6j yT
� 50. 100 N - 6,000 sq. n o q• ff o 1'
36'31'S5 E 5 �5 E 97 $ �$ o N $ g $ 119.83' o N49'42'02'E N5338';8"E N5338S8.51
1 a rn N v ri S49-42'02'W S49'42'02'W o 0 0
10.67' 36'31'5 96 �, w � O s g N s rn 0 0 120.00' 120.00' n� 631.35' iTOTA
50.0 a d' i N 6 ' ,p o C `t� o v o Z o 1 19 O o Cn > 59.05' 120.00' cn 120.00'
n Od 95 u' a O�D. ou a ocriM A o 0 142 0 orno w- o
50- rn •p ,� N p m o o v o 6,600 s. n o 6,6010 44 n o o v .i 166 oN 00 6. q n o
94 N W,' O m' O O O S N fl Oz Z O q 6,000 sq. n O DDD 3.
r��0 93 u, �g, w_ ° g m a � o m 9, tt� ' O N49'42'O2'E N49'42'02"E q• o 4i 6,000 sq. n o0 52 00
A N36'31'55 0 92 w a' a a, 72 0 01� `o"• t" ?F 1 v Uj cn 120 120.00' S49'42'02'W N 120. 58"E N533858'E
s rn Z w, a+, rn h o "' 141 0 120.00' 0 00' 0 120.00'
w .o 91 `" oNo, `$ o w `;? o �^ 'F 38.62 37.88' S0.00' C\ 4? o 0 0
jo w, d' o gg o $ ;; m pp o 6,000 sq. n o 6,000 sq n o 0 145 0 00 1 65 0 `� o0 8,000 s rr
w N N •o o''`b ' 50. -�-,4. t' o (n o 6,000 sq. n o 6,000 sq. n o '.'D 9• n 53 0
0 o'"Qb 00 S49 42'02"
W
v m
0
c
� " y �f
our
P Q'
1a o
S O�
OJeVN OR �yoq Q°� ��
0
SITE
LOCATION MAP NO SCALE
r; o o n 50. c2 N49 42 02 E W S4s42'02`W o o 1. IRON PINS SET AT ALL CORNERS BY THIS SURVEY, UNLESS OTHERWISE NOTED.
A N5338'Sg•E ,
OS5�� fl 5p00 31 55„E - N 120.00' 120.00' ry sas42'o2'w w N5338'S8E ALL NEW PROPERTY MONUMENTS ARE 1/2" x 18" REBAR IRON PINS WITH
50.E N36 • _ c, c, 142. 09' 0 121 o s 140 °p (v �, 120.00' 120.00, 120.00
50.00 50� EAR1' 135.40' s 9 Cn
o s,oOD sq n o j 6,000 sq. n g oo o s,000 46n o o No s,000164 n o t� o 6,000 sq' o PLASTIC CAP STAMPED "LYNCH 2447".
p) so.00 ~;55"E 43.5�.. 0$6 3.312 sq. nC,s N49'4`02-E m O (if _ �• o s�i' o
E N36.3� 50,82 , o N4942'02'E 120.00' N4942'02'E Ri S4942'02"W m 38'S8'E o Z 58'E o
z 95 o E o rr 120.00' N53! N53'38'
16. 266.31, c9 20 0 0 N 118.00' 0 122 0 13 N 120.00' �,
120.00' 120.00'
C1 J N m o 118 o a s.000 sq. n o o 147 0 0 163 a s
D•E'` N N m m o 5,900 sq. n o (n - 0 6,000 sq. n o o_ 6,000 n o 0 6,000 n o 0 000 sq- fL 55 0
w �+ +� w= s' o A S49 42'02'W o N5338� o N5338'S8' o
229.1j`i' S4T43'14'W w rn` N S49'42'02'W o o
o 1 0 1 ^' rn N49'42'02"E N _0 120.00' 120.00' S4942.02'W w 58"E E
i i 120.00' zz W m 102 11800117 iv �`t j 123 0 138 120.00' 120.0o cn 120.00'
o 6.000 sq n 90 0 8,078 sq. n o 5,900 n o o0 6,000 sq. n $ 6,000 n o 0 148 "' 0 162 C. (� o
_ o ( 54.29' o sq oo N49'42'02'E o y o0 6,000 sq. n o noi'o 6,000 sq n o 00 5,000 sq. ft 56 00"'
' N4T43'14"E N47'43'14" N49'42'02'E 'Z N49'42b2'E II N5338' v N5338'S8`
N47'4S14'E 120.00' y x S49'42'02"W 58'E (A ` E
120.00' 89 rr 70.00' > �, 118.00' U9 0 124 0 3 �„ 120.00' �„ 120.00' v N cn 120.00'
6.000 n o 0 103 0 0 0 5,900 1n 6 0 0 6,000 sq n o m! 6,000 n o00 0 1 49 oN 0 1 61 0, o rs
4i P -, o sq o_ 0 6,172 n �! o o nl 0 6,000 0
ai�> rn o o sq. 0�w gq' o S4942'02'W o 6,000 sq. n o �! 6,000 sq. n o o sq n 57 0
i o m S49 42'02"W °D 5338 o N53 38'58'E o
rri c� N4T43'14'E N47 43.14'E r*i - `� 120.00' rTi N E 25.0'
a N49'42'02'E w S49'42'02'W 58"
s.0' 25.0' 118.00' ou •� o 120.00' z 120.00 120.00'
m 120.00' ^' 120.00' N 25.0'
D 0 88 - 122.57' y N �' rn 125 m o w rs ti
Cn
o s,soo n o C" 104 °° 1 15 N o N 136 150 160 o ssoo
rn J, o Sq o t r 8.710 sq. n W _P is o ni } O o sq ff 58 ^; o
O I � A I o 7,412 sq. n Cn l� 7,498 sq. n �' � w O 8,171 sq. n t� 7,502 sq. n °' j N �91 m 7,698 sq n N o �o
2. CLT TAX MAP 079 PARCEL 139.00.
3. DEED REFERENCES - WB 82 PG 603 & DB 2620 PG. 154
4. THIS PROPERTY IS ZONED R1
SETBACKS: FRONT. 30 FEET SIDE: 5 FEET REAR: 20 FEET
5 FEET ACCESSORY
5. THIS PROPERTY DOES NOT LIE WITHIN A 100/500 YEAR FLOOD ZONE PER FIRM
FLOOD INSURANCE RATE MAP NUMBER: 47009CO253C
EFFECTIVE DATE: SEPTEMBER 19, 2007.
6. ALL UNDERGROUND UTILITIES ARE REFERENCED TO UTILITY COMPANIES MAPS
AND ARE TO BE CONSIDERED APPROXIMATE.
= '0,'
9 N474314 E _.._ _.._.._01_ _.._.._.._.._.. r, _..-.._.._.._ „1... _.._.._. in U2 _..
,'� N474 ' 'E "' 0' D.E N4T43'14'E 20' D.E S4743'14'W S4T43'14`W 20' D.E. O° - S4743'14' 20' D.E •`^' 7. NORTH ROTATION: NAD83(NSRS2007)
W N4 'E
_ p 120.48 _ `S ttlii?3a 120.OQ !'. w' 72b"ob SE120.00' ,n ;� 12U.6 S r Q o O7
�' 105 0 114 zs.o'�25.0' �, 126 °' 135 ( 151 1 g 6soo sq. n 59 0 8. 10' UTILITY AND DRAINAGE EASEMENTS ALONG ALL LOT LINES ADJOINING
` j 159 o v o STREETS AND PRIVATE R.O.W.S (INCLUDING JOINT PERMANENT EASEMENTS). 5'
OS221 tw �p`1 0 7.334 sq ft o 0 7,306 sq. n o 0 7,32o sq n o 7,320 sq n o 0 7,32o sq n o j 78� sq n N ' N5338'S8`E o UTILITY AND DRAINAGE EASEMENTS ALONG ALL INTERIOR LOT LINES AND ANY
u - N4T4SleE "' N4T43'14"E S4T43'14"W "' S4T43'14'W S47'Z14'W "' 4i N .E CA 120.00' ti OTHER EXTERIOR LOT LINES.
.r _ Rl 120.00' p 120.00' 120.00' 120.00, 25.0' 25.0' 120.00' d o C , ANI TA J DIAL
w�o I COMMON AREA AND o 106 0 1 13 o 0 127 0 134 0 0 152 0 0 720'00 0 6'0°° sq- n 60 0 079 140.02
/ of N o 158 0 9. 15' PERMANENT UTILITY EASEMENT 7.5' ON EACH SIDE OF ALL WATER
WATER QUALITY g s,000 sq. n g s,000 sq. n g g s,000 sq. n o s,000 sq n o C. s,0oo sq. n o 0 6000 sq. n N5338'58"E DB 535 PG 197 LINES AS INSTALLED.
25.0' I DRAINAGE / ,. , S4T43'14'W S4743'14"W Q) N4T43'14"E N4T43'14'E (f) S4T43'14"W N5338.58"E o rr t20.00'
DETENTION EASEMENT 120.00' 120.00' G+ N_ 120.00' 120.00'
N (.i tV 120.00' 0 6, U
g x o 107 0 112 o w o 128 0 133 0 {' 0 153 o 0 120.00' 0 000 sq. n 61 0 10. THERE SHALL BE NO EXCAVATION OR CONSTRUCTION OF ANY TYPE INCLUDING FENCES,
n o0 6,000 s . n o O ��! 0 0 0 �_ 0) o rn o 0 157 o N533g'S8•E OUTBUILDINGS, SHEDS OR STRUCTURES OF ANY TYPE IN THE AREA IDENTIFIED AS DRAINAGE
y o s,�o sq. n o o s,000 sq. n o s,Doo sq. n o (� o s,o0o sq. n ��0 6,000 sq. n o EASEMENTS OR ACCESS EASEMENTS. LOTS AFFECTED: 16-26, 29, 30, 43, 44, 58, 59, 68,
I ( T SHALL OV THE RESPONSIBILITY OF N4743'14"E N47'43'14'E S47.43'14'W scr43'14"W U! 01 S4T43'14"W m N5338.58•E o 0 720'00' 69, 74, 75, 79, 8D, 86, 87, 88, 9D, 98, 99, 101, 102, 104, 105, 114, 115, 125, 126, 135,
THE HOMEOWNERS ASSOgAT10 TO C" 120.00' 120.00' ri 120.00' 120.00' n; 120.00' w s, _ 136, 150-157, 159, 160, 198-200, 221, 222, OS2, OS3, OS4, OS5 AND OS6.
HAVE LOT 221 COMMON '�� 1 en o, 120.00, 0 000 sq. n 62 0
0 108 0 1 1 1 0 0 129 0 132 0 0 154 o N
RETENTION/DETENTION PUMPED DRY o - 1 56 a o
0 6,000 sq. n o 6,000 sq. n o 0 6,000 sq. n o 6,000 sq. n o O 6,000 N 6,000 sq. fL C.
N5338'58-E
AFTER FOR THE
RAIN EVENTS IN o a 0 0 0 0 0 �' n t2o.Do' 11. THE OWNERS OF EACH LOT WITHIN THE DEVELOPMENT SHALL HAVE AN UNDIVIDED SHARED
ORDER FOR THE POND TO FUNCTION ( 5470.00' W S4743'14'W N4T43'14'E N4T43'14"E S4T43'14'W F N533g'S8'E OWNERSHIP OF ALL COMMON OPEN SPACE LOTS, AND SUCH REQUIREMENT AND STIPULATION
PROPERLY. 1209 „ 120.00' 1 300' 1231 120.00' „• c s,4ot SHALL BE NOTED ON THIS FINAL PLAT, SHALL BE NOTED IN ANY RESTRICTIONS AND
�n �n N o N o N • a¢ oa sq
ft 63
I o 109 0 �` 110 0 0 130 0 131 0 0 155 `�' �;I d s
I ' O♦ 0 6.000 sq n o 6.°00 sq n o 0 6,000 sq. n o 6.000 sq. n $ 0 6.0� sq R S� N59 ^'
o - ��j ss �- 0 ECOVENANTS, AND SHALL BE NOTED ON EACH DEED FOR LOTS WITHIN THE DEVELOPMENT -
♦ 't ♦ N47'43'1eE N47'43'14'E N4743'14'E r,i N47'43'1eE ' N4743'14'E 121
c j m j ♦ % Ir Sy c32 26' OPEN SPACE LOTS: OS1-OS10, 221 AND 222.
Ay _ GU �. _. �X�° -e _.._ o _.._.._.._ ? :.2.._..- 1 OS4 1 64
217.30' 5,732 sq. n 1 0 0' OS2 20' D.E G '� 20' D.E. OS3 19 .0 ' S,732 sq n G ? 20' D.E.0 �y Cl)
_ _ _ �,i3+�1..J� G/ �? it 12. ALL LOTS SHALL HAVE ACCESS TO INTERNAL ROAD SYSTEM ONLY
N�W to.o'(TYPICAL) N4743'14'E o _ N4T43'14'E _ _ N4T43'14E _ N4T43'14"E c`� N��'� �PIS
w I 321.38' N 290. oo' BEST FARMS LN 290. oo' 201.41' N '4 �?'F r jam'
t4as' cAi a9 65
55.00'_ �57.61' 50.00' 50.00' 50.00' 50.00' 50.00' 55.OD • 55.00' 50.00' 50.00' 50.00' 55.00' 55.00' 50.00' 50.00' 50.00' 50.00' 55.00' .48• � 66
v° j i� o o 04 -6 ems. ' LORETTA & MARION GREGORY
87 86 85 84 83 82 81 80 j �0 79 78 77 76 75 �0 74 73 72 71 70 69 l0 68 67 s ei SO' F ti� 079 140.03
V, �, 1 fn o Vl N rn N N f*1 .s, ,P O I I O A 01 A A W r" �' S �• DB 2488 PG 1050
0S 1 N r. ?+ a. ?+ t. w w s i rn A a, rn m m ( 1"' . V o Oy O
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S4743't4` 4743'14' ! ! rt I ! rt S4743'14N $ 0$1
55.00'1 1 57.61' 50.00' 50.00' S0.00' S0.00' 50.00' 55.00'' 55.00' 50.00' 50.00• t130,161T) 50.0V 55.00' 55.00' 50.00' 50.00' 50.00' 50.00' 55.00' 63.04' 84.50' 51,580 sq n
IJ05.06'
S4743'14 "W
Approval for Recordin
l hereby certify that the subdivision plat hereon has been found to comply with the
Subdivision Regulations for the Blount County Planning Region, with the exception of
such variances, if any, as noted in the minutes of the Planning Commission, and that
it has been approved by that body for recording in the office of the county register.
20 Date -
Secretary, Planning Commissi n
Z• t'.� 2
20
Date
Secretary, Plo g Commission
DUN
400 NOTE:
NO TITLE REPORT WAS FURNISHED TO THIS
SURVEYOR AND OTHER EASEMENTS AND/OR
EXCEPTIONS NOT APPARENT IN THE FiELD
MAY OR MAY NOT EXIST AND MAY BE
REVEALED BY A TITLE SEARCH BY A TITLE
ATTORNEY.
BARBARA K BEST
091 033 05
DB 506 PG 51
TRACT 1 AND 2
ES TA TE OF HAZEL IRENE BEST
PLAT BOOK 973A
1A
Certification of the A proval of Utilities (Sewer
I hereby certify that the sewer improvements have been installed in an acceptable
manner and according to the specifications of the Blount County Subdivision
Regulations, except as noted hereon; or proper provisions have been made for their
installation.
v 20Z_
Date
a
Si nature
Position
LOTS 198, 199, AND 200 ARE NOT TO BE SOLD OR BUILT ON UNTILL SUCH TIME PHASE
2 SEWER IS APPROVED AND ACCEPTED BY CITY OF MARYVILLE SEWER ENGINEERING
DEPARTMENT.
Certification of Electrical Utility Service
The property shown on this subdivision plat is
CURIE TABLE
CURVE
BEARING
CHORD
RADIUS
LENGTH
C50
S5938'26"W
70.82
200.00
71.19
C51
N5939'28"E
70.70
200.00
71.07
C52
S52'43'18"W
25.74
225.00
25.75
C53
S6233'05"W
51.34
225.00
51.45
C54
S69 28'13"W
2.89
225.00
2.89
C55
N6153'11 "E
4& 42
175.00
4& 58
C56
N5142'21 E
13.61
175.00
13.61
C58
N59 24 44 "E
50.77
225.00
50.87
C59
N67 5151 "E
15.50
225.00
15.51
C60
S63 51'45"W
36.44
175.00
36.51
C61
S5339153"W
25.77
175.00-T
25.79
SYMBOL LEGEND
L>FOUND
N A
O
WITH SIZE AND TYPE
SET MONUMENTATiON
0
COMMON AREA / OPEN SPACE
O4
UNE LEGEND
SANITARY SEWER
EASEMENT
CENTERLINE
_ DRAINAGE
EASEMENT
within the service area of thei The following
condition(s) apply.
Lots AM are served by existing powerlines;
or Lots � /will be served by new powerlines as per
agreement between owner of subdivision property and utility.
NOTE.- In any of the above instances, extension of the service connection is the
responsibility of the individual lot owner, in accordance with the established policies of
urie
GPS SURVEY NOTE:
ALL BOUNDARY MONUMENTS AND SURVEY CONTROL WAS PERFORMED USING GPS
RECEIVER: TOPCON HIPER SR NETWORK ROVER, DUAL FREQUENCY WAS USED (L1,L2)
GPS SURVEY PERFORMED WAS NETWORK ADJUSTED REAL TIME KINEMATICS BASED ON
TDOT GNSS NETWORK NAD83(NSRS2007) VERTICAL DATUM IS NAVD88, GEOID09. .
PRECISION OF THE GPS WORK RPA: 4 CM PLUS 50 PARTS PER MILLION (BASED ON THE
DIRECT DISTANCE BETWEEN THE TWO CORNERS BEING TESTED). DISTANCES HAVE NOT
BEEN REDUCED TO GRID.
13. THE AREA IDENTIFIED AS SIGHT DISTANCE EASEMENT ALONG THE ENTIRE ROAD FRONTAGE OF
BEST ROAD FOR LOTS OS1, OS5, AND OS221 SHALL BE FREE FROM ANY PERMANENT
VEGETATION OTHER THAN GRASS OR SOD (TO BE MOWED REGULARLY). NO OTHER PLANTED
MATERIALS OR ANY PERMANENT OR TEMPORARY STRUCTURES OR SIGNS ABOVE GROUND OF
ANY KIND ARE PERMITTED IN THE SIGHT DISTANCE EASEMENT. THE PRIMARY RESPONSIBILITY
FOR MAINTENANCE IS THE HOME OWNERS FOR LOTS OS1, OS5 AND OS221 WITH THE
HOMEOWNER'S ASSOCIATION HAVING THE OVERALL RESPONSIBILITY FOR MAINTENANCE IN THE
EVENT THE SIGHT DISTANCE EASEMENT IS NOT BEING MAINTAINED.
14. SIGN EASEMENTS SHALL BE 10' OFF OF ANY ROAD RIGHT OF WAY.
A 15. LOTS 198, 199 AND 200 CAN NOT BE SOLD UNTIL AFTER THE APPROVAL OF PHASE 2
SANITARY SEWER SYSTEM.
16. 20' PERMANENT UTILITY EASEMENT 10' ON EACH SIDE OF ALL SANITARY SEWER LINES AS
INSTALLED.
Phyllis Lee Crisp, Register
Blount County Tennessee
Rec #:
655284
Rec'd:
15.00
Instrument #: 980136
state:
0.00
Clerk:
0.00
Recorded
other:
2.00
2/15/2024 at 4:28 PM
Total:
17.00
in
Map
File FILE Pgs 4579A-4579A
Certification of Class and Accuracy of Surve
I HEREBY CERTIFY THAT THIS IS A CATEGORY 'IV" SURVEY IN
ACCORDANCE WITH THE TENNESSEE STANDARDS OF PRAC7ICE.
Certification of Accuracy - ; = LPN S. L Y C
I hereby certify that the plan shown and described hereon is a true and correct
survey to the accuracy required by the Blount County Planning Commission and - �' '•
that the monuments have been placed as shown hereon to the specifications of AG E 0
the Blount County Subdivision Regulations.
AUGUST 31 2023 '. COMMERCE
DATE Fi(,� ' •........ D`
RYAN S. LYNCH FSSFF XAO-
Registered Surveyor
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