4677BNAD83 (NSRS2007)
TN -GRID
TOTAL AREA
30.71 Acres
(INCLUDES)
OPEN SPACE LOTS: 18.31 Acres
ROADS: 2.25 Acres
TOTAL LOTS=98
TOTAL BUILDING LOTS:95
DY \
Certificate of Approval forRecordirig:
I hereby certify that the subdivision plat shown hereon has been
found to comply with the subdivision regulations of the ',City of
Maryville, with the exception of such variances. If any, are noted
i
in the minutes of the planning commission, and that it has been
approved by that body of recording in the offices of the county
register.
S�7
Date S cretary Planning Commission
Certificate of Approval of Streets.
1 hereby certify that the streets and other improvements have
been installed in an acceptable manner and according to the
specification of the Maryville Subdivision Regulations and Public
Works Stand�arrdds in the subdivision shown hereon.
zzz
Date Maryville City Engineer PS�MEN�
- -•, ....
20 O\*NNP
OS-3 10' WALL
LUN ` 6,545 Sq Ft
LOT 4 ` qb
FINAL PLAT MANNING ` yq• 0.15 Ac.
0.
LANE PROPERTY 2,g33
PLAT 3216A \ QS O.0 S9 F`�
F
%A
SFr ��X s2 M,sZ�£sr
41.64 ST
S07'48'08'E
31.93 .sae' SS 7,757 Sq Ft *%-<
9.71
0.18 Ac.
1. IRON PINS SET AT ALL CORNERS, BY THIS SURVEY, UNLESS
OTHERWISE NOTED. ALL NEW PROPERTY MONUMENTS ARE 1 /2"
x 18" REBAR IRON PINS WITH PLASTIC CAP STAMPED "LYNCH
2447".
2. CLT TAX MAP 047G GROUP "D" PARCEL 002.00.
3. DEED REFERENCES - 2713/2338
4. THIS PROPERTY IS ZONED RESIDENTIAL
SETBACKS: FRONT: 25' SIDE: 10'/0' REAR: 20'
5. THIS PROPERTY DOES NOT LIE WITHIN A 100/500 YEAR FLOOD
ZONE PER FIRM FLOOD INSURANCE RATE MAP NUMBER:
47009CO139C
EFFECTIVE DATE: SEPTEMBER 19, 2007.
6. ALL UNDERGROUND UTILITIES ARE REFERENCED TO UTILITY
COMPANIES MAPS AND ARE TO BE CONSIDERED APPROXIMATE.
7. NORTH ROTATION: NAD83(NSRS2007)
8. THE REQUIRED UTILITY AND DRAINAGE EASEMENT SHALL BE TEN
(10) FEET IN WIDTH INSIDE ALL EXTERIOR LOT LINES ADJOINING
STREETS AND PRIVATE RIGHTS -OF -WAY (INCLUDING JOINT
PERMANENT EASEMENTS). EASEMENTS OF FIVE (5) FEET IN
WIDTH SHALL BE PROVIDED ALONG BOTH SIDES OF ALL
INTERIOR LOT LINES AND ON THE INSIDE OF ALL OTHER
EXTERIOR LOT LINES. THESE EASEMENTS ARE NOT REQUIRED
ALONG SPECIFIC LOT LINES FOR PROPERTY THAT IS ZONED TO
ALLOW LESS THAN A FIVE (5) FOOT BUILDING SETBACK AND
SHALL BE CLEARLY NOTED ON THE FINAL PLAT.
9. 15' PERMANENT UTILITY EASEMENT 7.5' ON EACH SIDE OF ALL
WATER AND SANITARY SEWER LINES AS INSTALLED.
10. 20' PERMANENT DRAINAGE EASEMENT 10' ON EACH SIDE OF
ALL STORMWATER PIPES AND DESIGNED DITCHES UNLESS
OTHERWISE SHOWN.
11 A PROPERTY OWNERS ASSOCIATION WITH DUTIES TO MAINTAIN
AND REPAIR COMMON AREAS INCLUDING BUT NOT LIMITED TO
DRAINAGE OR DETENTION FACILITIES FOR STORM WATER WILL BE
PROVIDED FOR IN RESTRICTIVE COVENANTS RECORDED BY THE
DEVELOPER FOR THIS PROPERTY. A COPY OF SUCH
RESTRICTIVE COVENANTS SHALL BE APPROVED IN ADVANCE BY
THE CITY. THE RESTRICTIVE COVENANTS AS APPROVED SHALL
BE RECORDED IN THE BLOUNT COUNTY REGISTER OF DEEDS
OFFICE AND A COPY THEREOF WITH RECORDING INFORMATION
SHALL BE PROVIDED TO THE CITY PLANNING OFFICE WITHIN
FIVE (5) DAYS OF THE RECORDATION OF THE PLAT BY THE
DEVELOPER. SUCH RESTRICTIONS SHALL NOT BE AMENDED AS
RELATE TO THE DETENTION FACILITY WITHOUT THE WRITTEN
APPROVAL OF THE CITY PLANNING OFFICE.
GRAPHIC SCALE
50 0 25 50 100
Certificate of Approval of Utilities.
l hereby certify that electrical improvements have been or will be
installed in an acceptable manner and according to the
specifications of the Maryville Subdivision Regulations in the
subdivision shown hereon, provided the developer makes proper
provisions and pays the required fees to the City of Maryville
pursuant to the rules and regulations of the city pertaining to
extensions of the electrical system.
Date Engineer/Man ager,Maryville/AIca a
Electric Department
Certificate ofApproval ofRoad Names and Property Numbers (E-911):
l hereby certify that (1) the names of existing public roads shown
on this plat are correct, (2) the names of any new roads, do not
duplicate any existing names and said names are approved, and
(3) the property numbers of the lots are shown in conformance
with the E-911 system.
Date E-911 Authority
/ 20.36 20 1 KIING TRAIL EASEMENT
72 2072 /
/ 41.95
/ 72 48
t` 4421 TOT
1 cn a ° I 20.00 2U 0U 7p ,W
to W � I I ��
N O 0 o it ri M o 4. 40.54
10.995 Sq Ft Ni ti Q a ci 20
\ 0.25 Ac. 3 I i cy co � 1 00 20.00
N in M 3 �¢ to '9 0 4361
Cq
Zoo " �'- 3 3 5,262 Sq Ft o v 4 41.27
\ m a m I ( 1n o 4 5,271 Sq Ft �n Q
\ ur m oo'r 1 o r: /� r� 0 3 0.12 Ac. 0.12 Ac o to tnPR°
\64 ' 2 �'� 0 0 3 5.669 Sq Ft
/^ 0 0 0 3 0.13 Ac. 5,712 Sq Ft
,�-� rn ^ Ip o 0 00 0.13 Ac.
\ 63 62 61 (60) _ �A 3
\ 'ry 0 S9 58
^
o' I• ��i a
I
\ C63 C64 C69 C7 ..- . - • 56 @51068 .` O
)V/ 16.51 1532 019 gags ` 54
✓/ 40 5 3
°, N 20.00 52
20.00 - �13.
N1159
\'Z91S \ �- cD �'� 106.w N70g2 5, 60
\ 7.09 6 32 �' 166.60 E
E
Sy30252 2 j4 20' S.S.E. 1095
8.465 Sq Ft -- . _ �3 2 _C51� moo. O c _ 2 4p24 20 SID 2 s.
0.19 Ac. OS-1 N2437 Z1 s� G/ %'`G'cc`-\ a4i w .00 20.00 557g W -
�a �., 75 30p0 zo
N O/!n0 N In
76
68 C56 73 :� 77sA?
72,
39 E \ " 78 2s
Q° 91�ry� v ° 5,451 S Ft 4,885 Sq Ft 3 , , 0'
,ycL ,10� N1 92� ' ' a �' 0 0.13 Ac. \ 0.11 Ac. 25 0
�co
y� �.`c .4 ' 71 cv O `� S) \ Z y m 6.119 Sq Ft
ci Q ^ QJ
N
z9 gc °' to ¢ \S+ V1 G 3 1i*1 o o N r M
m N J) o M c�-�,':
�C co 0 m
.�j. u'99 �S• ry �• OD O =0 N N N
5.18
v oN ' 20' D.E.CO C48 ' C49 20.10 13.66
q �; •S0572'4 W S077p me'µ '0
y�j (... . - • - ' -- cam' 38 s4 41.40 (Ii
�45 OS-3
�� `10 SAFt 38.09 C42 GS
'M ^ C0,143 PG N0572'42`E N09 pig 38 a ,
TIE TO CENTERLINE
INTERSECTION OF
JETT ROAD AND
CURETON AVENUE
N51.05'E - 322't
BEFORE YOU
DIG
STOP
CALL
1-800-351-1111
TENNESSEE ONE CALL
IT'S THE LAW
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)
200 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
( IN FEET) DIRECT DISTANCE BETWEEN THE TWO CORNERS BEING TESTED). DISTANCES HAVE NOT
1 inch = 50 ft. BEEN REDUCED TO GRID.
U R N/ E Y S EEG DRAWN BY: R. LYNCH
SUBDIVISIONS I AS-BUILTS ( SITE DESIGN Q Q CHECKED BY: R. LYNCH
APPROVED BY: R.S.L.
4405 COSTER RD. KNOXVILLE, TENN. 3'791 2 SCALE: 1"=50'
865-584-2630 FAX: B65-584-2801 WWW.LYNCHSURVEY.COM DATE: 04 18 2024
98.31
CURVE TABLE
CURVE
BEARING
CHORD
RADIUS
LENGTH
Cl
N00 33'19"W
49.57
125.00
49.90
C2
SO4.18'03"W
2& 65
125.00
28.72
C3
S32 02'18"E
124.08
125.00
129.84
C4
S873020"E
20.81
125.00
20.83
C5
N23 40'47"E
139.82
368.63
140.67
C6
S52.14'37"W
31.80
25.00
34.47
C7
N852945"W
2.41
25.00
2.41
C8
S8730'20 "E
24.97
150.00
25.00
C9
N52 53'18"W
31.73
25.00
34.38
C10
S192l'39"E
30.66
150.00
30.71
Cll
S3045'37"E
28.93
150.00
28.98
C 13
N32 2549 "E
25.32
389.63
25.32
C 14
N28 51 '06 "E
23.35
389.63
23.35
C15
N18 08'08"E
121.89
389.63
122.39
C16
S37'11 '58'E
32.24
25.00
35.04
C17
S80 02'22"E
2.35
25.00
2.35
C18
S8730'20"E
16.65
100.00
16.67
C19
N42 43'l1 "E
35.36
25.00
39.27
C20
N00 O8'56"W
151.36
1400.48
151.44
C21
S05 29'22 "W
99.63
407.38
99.88
C22
S51 '1749 "W
32.24
25.00
35.04
C23
N8349'14"W
4.13
25.00
4.13
C24
N34 06'11 "W
35.35
25.00
39.26
C25
S07'03'02 "W
20.04
150.00
20.06
Certificate ofAnnroval of Utilities:
I hereby certify that water and sanitary sewer improvements
have been or will be installed in an acceptable manner and
of the Maryville Subdivision
according to the specificationsyv
Regulations in the subdivision shown hereon, provided the
developer makes proper provisions and pays the required fees to
the City of Maryville pursuant to the `Rules, Regulations, Rates
and Policies"of the City of Maryville Water and Sewer
Department.
/ �7 z
Date Engineer/Manager
Water and Sewer Department
Cerdfiation of Storm water Facilities:
1 hereby certify that stormwater improvements including all
drainage structures and appurtenances as shown hereon have
been installed in an acceptable manner and according to the
specifications of the Maryville Planning Commission, Subdivision
Regulations, Zoning and Land Use Ordinance and Public Works
Standards and other adopted documents.
Date Stormwater Engineer/City Engineer
OS-3
424.75 TOTAL)
Certificate of Ownership and Dedication:
eRo�
I (we) hereby certify that l am (we are) the owner(s) of the
property shown and described hereon and that I (we) hereby Z
adopt this plan of subdivision with my (our) free consent =
establish the minimum building restriction lines, and dedicate all
streets, alleys, parks and other open spaces to public or private
use as noted.
�1-�-�' sT �� SITE
Date Owner 1�R /
F
s
v Ro P� Rib s 2° �06�s�
Owner
P�
y,PyS P�. COOL
2002
wo IU-24"W
2'16'49-E
3240
42.70
20.00
20.00
40.50
40.51
20.00
20.00
V.34
37.34
20.00
20.00
43.79
43.19
20.00
I
y�
rn a
U)
a
v, <
� a
QQ
1n ¢
rn a
� 0
N
5,337 Sq Ft
0 0
m o
0
0 0 5,063 Sq Ft
5,063 Sq Ft
rn
o cO
o W.
0 0
o
o
4,667 Sq Ft
0.11 Ac.
4,667 S Ft
q
o�
0
o cO
o
5,398 S Ft
q
Ft
5'012
0
S o
0
5,652 Sq Ft
0.12 Ac.
c i
c�i
0.12 Ac.
0.12 Ac.
N o
N
0.11 Ac.
N
0 0
0.12 Ac.
Ac
N
N
^ 3
0.13 AO.
3
3 3
3
3
3 3
3
3
3 S
N
3
3
3 3
3
M
s1•
O
N N
O
„j
^ O ^ O ^ O
O
I N 1 VM, N N
1 1
^
"'
l
O
O
N
O ^ O ^ O '
O O ^ O "
N 1 VM' UI M t[7 `�
I N �� N
O
1/'1 `�
N
O ^ O .- O
"' O " O '- O
4 ! VM' ,Lj
N `� Cgi
^ N
.--
`I`-
1
O
O
,[j
N
^ O M
"" O `- 7' y M
`� 117 `� W 1� .-
N N m
2
m
VI
m m m
V) Zn Ul
m
fn
m m m m
U7 U) Ul U1
m m m
U) Ul U)
m
Ul
m
U) V)
51
50
49
48
47
C46
45
44
43
42
41
40
39
38
37
136
35
C71 C72
4270
4270
20.00
20.00
40.50
40.51
20.00
20.00
37.34
37.34
20.00
20.00
43.19
43.19
20.00
14.03
CENTERLINE 50' PUBLIC R.O.W. _ S02T6'49'E
Bennett Village Drive 465.5,
G1.'' / -ca ' C26 120.00 120.00 120.00 4U.bU 4U.40 I ZU.UU I zu.uu 4u.DJ 4u.4y ' /U.UU I co.UU cv.uu I cu.w cu.w I r,.�u
! Lt 4 1+. 4 V i+. Q,Q Q
Oiz U O (CrO Q tr U)
U) � a V) 84 85 (n ¢ 88 89 N a (n 8,695 Sq Ft
' NO O� �O M� O�iO �� N� MO to to
M� NO 0.20 Ac.
f M)O MQ V^•O �'O MO NO MO N NO N
' w N w N ,,, N W N w W w t% W N W W t"i W 4. W N W W W 3 W 9 5
cr
Mn i7 M� M1(/Ia MO M� ''dM•p�'') f<01 fVM'°i �^ IaO N'- �I�� Ii�� II`� �1��
j z' rz� 1 ��" 1 �� �o �� �o z^ �a z z z z �� z�
Z Z Z z Z Z Z 00 OQ .-j.)
' 6'9 6 AaFt 86 87 90 91 92 93 94
80 81 82 83 O O
-._.-------- �...-...► _.-/- �._. 10'D. IE S5 EACH SIDE
IV D.E.
•OF CENTERLINE OF SWALE
-- ---- AS CONSTRUCTED
� • _ . • -- - • -_ • C29 C28
C37 C36 C35 3.79 40.51 40.49 20.00 20.00 40.53 27.85 C33L2C31 C30 C27
C75 199.18 TOTAL)
100.2 A Ft NO3.22'13•W OS-4
C21 0.2s Ac. �_��..�.., _ C20 ca
- - (50' PUBLIC RIGHT-OF-WAY)
JETT ROAD
CURVE TABLE
CURVE
BEARING
CHORD
RADIUS
LENGTH
C26
S00 28'11 "W
14.39
150.00
14.40
C27
NO2 37'07"E
65.68
1421.48
65.68
C28
N00 53'28 "E
20.03
1421.48
20.03
C29
N00 0502 "E
20.02
1421.48
20.02
C30
N00 4322"W
20.01
1421.48
20.01
C31
N0131 '44 "W
20.00
1421.48
20.00
C32
NO2 20'07" w
20.00
1421.48
20.00
C33
NO2 5935"W
12.64
1421.48
12.64
C34
Soo 43'39"E
10.22
386.38
10.22
C35
Sol 30'59 "W
20.04
386.38
20.05
C36
SO4 2946 "W
20.14
386.38
20.14
C37
S07 29'40 "W
20.29
386.38
20.30
C38
S104535"W
23.74
386.38
23.74
C39
S32 5833"E
3224
25.00
35.04
C40
S76 06'24 "E
2.60
25.00
2.60
C41
N55 5349 "E
35.36
25.00
39.28
C42
N06 510 1 "E
16.28
1421.25
16.28
C43
N37'3623"W
197.87
155.98
214.33
C44
N53 0828 "W
116.64
176.98
118.86
C45
N3038'22"W
20.13
176.98
20.15
C46
N24 08'22 "W
20.00
176.98
20.01
C47
N16 2336 "W
27.81
176.98
27.84
C48
N072439"W
27.62
176.98
27 65
C49
N00 2857"W
15.15
176.98
15.15
C50
N0033'19"W
39.66
100.00
39.92
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.
REVISIONS
1
07
18
2024
ADDED WALL EASE.
2
09
30
2024
COM COMMENTS
3
10
03
2024
COM COMMENTS
4
10
04
2024
COM COMMENTS
5
10
17
2024
REV. WALL EASE.
6
25.0' I 25.0'
11,852 Sq Ft
0.27 Ac.
P
I , / M"A's
\
u \
\ 11
nd
10
\ / o0
s?gy o / \ \ \8
7f-
\ /
• \' \ / / Wry
C7
O�
W
00 a.
SEE SHEET
3of3 a 00''
2
�lrs
11,044 Sq Ft
� 0.25 Ac.
sa
a
\. 'I �,,,� YIAV- Ep,SEM 20•, ryyti
NO6 26 E ° .
9CIS
5.74� 2p
- - OS-5
0
� °08 qq Ft c7J
LENGTH
CURVE TABLE
CURVE
BEARING
CHORD
RADIUS
C51
N18 50'07"W
17.87
75.00
17.91
C52
N33 2646 "W
20.27
75.00
20.34
C53
N45 02'17"W
10.00
75.00
10.01
C54
S42 24'40 "E
11.24
50.00
11.26
C55
S23°15'07"E
22.00
50.00
22.18
C56
S0638'56"W
29.56
50.00
30.01
C57
S34 56'01 "W
19.24
50.00
19.36
C58
S55 53'08"W
17.12
50.00
17.21
C59
S7120'56 "W
9.76
50.00
9.78
C60
N8733'33"W
26.70
50.00
27.03
C61
N60 25'12 "W
20.19
50.00
20.33
C62
N3739'17"W
19.28
50.00
19.40
C63
N112834"W
25.99
50.00
26.29
C64
N14`l3'58"E
18.47
50.00
18.58
C65
S23 48'20 "W
2.81
75.00
2.81
C66
S14 38'02 "W
21.13
75.00
21.20
C67
S02 4344 "E
24.15
75.00
24.25
C68
N08 °15'02 "W
19.58
150.00
19.59
C69
N003628"W
20.41
150.00
20.42
C70
N07 05'15'E
19.85
150.00
19.87
C71
S08`17'13"W
9.06
100.00
9.06
C72
SO 42'21 "W
13. 90
100.00
13.91
C73
S03 5929 "E
1 5.97
100.00
5.97
C74
S33°4458"E
1 94.04
100.00
97.90
C75
N1142'15"E
1 27.86
1421.25
27.86
SURVEY FOR:
SYMBOL LEGEND
��1
FOUND MONUMENTATION
�Q
WITH SIZE & TYPE
SET MONUMENTATION
SEE NOTE 1
SANITARY SEWER EASEMENT
DRAINAGE EASEMENT
UTILITY EASEMENT
QPERMANENT
REFERENCE MARKER
°
'MAG' NAIL w/DISK OR RR SPIKE
SYMBOL LEGEND
SANITARY SEWER EASEMENT
DRAINAGE EASEMENT
UTILITY EASEMENT
ZERO (0) SETBACK LINE
Turner Homes 11543
Kingston Pike Knoxville,
Tennessee 37934 (865)
777-1700
Certificate ofAccuracy.
I hereby certify that the plan shown and described hereon is a
true and correct survey to the accuracy required by the Maryville
Planning Commission and that the monuments have been
W
as
rga \
°= a
Lj
laced as shown hereon to the s ecifMar ille ications of the Phyllis Lee Crisp, Register
P P .Yv Blount County Tennessee
Subdivision Regulations. Rec #: 667352
ti
g Rec'd: 15.00 Instrument #: 995790
State: 0.00
Clerk: 0.00 Recorded
Other: 2.00 10/25/2024 at 11:10 AM
Total: 17.00 in
Map File FILE Pgs 4677B-4677B
Registered Land Surveyor
Certification of Class and Accuracy of Survey
I HEREBY CERTIFY THAT THIS IS A CATEGORY "IV" SURVEY IN
ACCORDANCE WITH THE TENNESSEE STANDARDS OF PRACTICE.
LYNCH SURVEYS, LLC ==
RYAN S. LYNCH DATE
TENNESSEE CERTIFICATE NO. 2447
FINAL PLAT OF:
BENNETT VILLAGE
City of Maryville, Tennessee
District 0, Blount County, Tennessee`
PROJECT NO.
4630
SHEET NO.
2 of 3