4556ACERTIFICATE OF APPROVAL FOR RECORDING
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 in the minutes of the planning commission,
and that it has been approved by that body for recording
in the offices of the county register.
v/a
fanning
CERTIFICATE OF OWNERSHIP AND DEDICATION
I (we) hereby certify that I am (we are) the owner(s) of the
property shown and described hereon and that I (we) hereby
adopt this plan of subdivision with my (our) free consent,
establish the minimum building restriction lines, and dedicate
all right-of-way, streets, alley, walks, easements, parks and
other open spaces to public or private use as noted.
i3-a2
Date
AMI BHARWAD
t
HIKA Bqg�S_
CO RDPS, LLC.
CERTIFICATE OF THE APPROVAL OF UTILITIES
I hereby certify that the WATER & SANITARY SEWER
improvements have been installed in an acceptable manner
and according to the specifications of the Maryville Sub-
division 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.
Z. 3 Z3
Date
�e
Engineer/Manager
Water & Sewer Department
CERTIFICATE OF THE APPROVAL OF UTILITIES
I hereby certify thwt the ELECTRICAL
improvements Me-&14 installed in an acceptable manner
and according to the specifications of the Maryville Sub-
division 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 of Maryville pertaining to extensions of the electrical
system.
12 113
Z:3
aiuc. C� t�e�wK
Eng eer/Manager
Maryville/A+eee-Electric Department
CERTIFICATION OF STORMiPATER UTILITIES
I 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.
011 07-121)24
Date
Cl0[n4.t-t,n 7- • -(JmX1
Storm0eater Engineer/City Engineer
CERTIFICATE OF STREETS
I hereby certify that the streets and other improvements
have been installed in an acceptable manner and according
to the specifications of the Maryville Subdivision Regulations
and Public Works Standards in the subdivision shown hereon.
Z�z
Date
Maryville Cit Engineering
CERTIFICATE OF APPROVAL OF ROAD NAMES
AND PROPERTY NUMBERS (E-911)
I hereby certify that (1) the names of existing public roads
shown on this subdivision plat are correct. (2) the names of
any new roads, whether public or private, do not duplicate
any existing names and said names are approved, and (3)
the property numbers of the lots shown on this plat are in
conformance with the E-911 System.
Date
E-911 A ority
NOTES:
1) EVERY DOCUMENT OF RECORD REVIEWED AND CONSIDERED
AS A PART OF THIS SURVEY IS NOTED HEREON. NO ABSTRACT
OF TITLE, NOR TITLE COMMITMENT, NOR RESULTS OF TITLE
SEARCHES WERE FURNISHED THE SURVEYOR. THERE MAY EXIST
OTHER DOCUMENTS OF RECORD THAT WOULD AFFECT THIS PARCEL.
2) AS PER THE FLOOD INSURANCE RATE MAP (MAP NUMBER: 47009CO25OC;
EFFECTIVE DATE: SEPTEMBER 19, 2007) THIS PROPERTY IS LOCATED WITHIN
ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE
FLOODPLAIN.
3) THIS PROPERTY IS ZONED: RESIDENTIAL
4) SETBACK REQUIREMENTS: FRONT = 25 FEET
SIDE = 10 FEET
REAR = 20 FEET
5) IRON ROD SET AT EACH CORNER, UNLESS OTHERWISE SHOWN HEREON.
6) RTK GPS WAS USED ON 100% OF THIS SURVEY. DATUM IS NAD 83 CORS 96
(TDOT NETWORK CORRECTION). THE GPS RECEIVER WAS A CARLSON BRX7 AND
EXCEEDS DUAL FREQUENCIES. ALL GPS MEASURED POINTS WERE REDUCED TO
GROUND WITH A GRID TO GROUND FACTOR OF 1.000000. AVERAGE HRMS VALUES
RECORDED WERE LESS THAN 0.05 FEET AT EACH CORNER.
7) DRAINAGE AND UTILITIES EASEMENTS SHALL BE
FIVE FEET ON EACH SIDE OF ALL INTERIOR LOT
LINES AND TEN FEET ON THE INSIDE OF ALL LOT
LINES EXTERIOR TO THE SUBDIVISION, AND TEN
FEET ALONG THE STREET RIGHT-OF-WAY EXCEPT
AS OTHERWISE SHOWN HEREON, OR FIVE FEET ON
EACH SIDE OF ALL ASBUILT UTILITIES.
8) EASEMENTS ALONG THE FORMER LOT LINES ARE REMOVED.
I � 'd P4 - i
I i,
I r' t---------t4 4
ro I V-32 It
1 V-264 i L--------� s
CURVE TABLE
CURVE
RADIUS
ARC LENGTH
CHORD BEARING
CHORD LENGTH
C-1
140.00'
20.51'
S 44*56'13' W
20.49'
C-2
150.26
12.64
S 46'33 08 W
12.63
C-3
150.26'
128.73'
S 19'36 00" W
124.83'
C-4
75.00'
19.62'
S 02'29'37" E
19.56'
C-5
75.00'
164.53
S 72'50 00 E
133.47'
1 N - 1 H
------- V-33 t",
N V-265 I r---------7 ,
1 i V - 3 4 N ROYAL OAKS PROPERTY
r-------_1 $ 1 W 1 OWNERS ASSOC. INC. �,• ,'
V-266 �1 I R.B. 2695-665
t L-1 TOTAL ISp V-26 I i 4
i L-1 iw . , ip�,
oil ,- ry� i i V-46 � O
I 13 10 " :J (Nirn t L-3 ,. i MAG NAIL iR(0
i
i .-r
REO
' RETAINING SET p �• �' i
r �_� N N WALL o �•• `�
d {R(0) L-28
r SANITARY IR(0)
I SER
C+ j 12 EASEMENT I O C-5
I M 1 _
__
3.000 Ac.
REMAINING LANDS OF
�..�
CONCORD PROPERTIES, INC.
--:. _=
�------------ - -,
I
R
R.D. 2048-1720
I \?
+ /-28 ACRES
\ _01
(A
_ I
y `� c_n
N
I I O
N
\`\\ =:
- I '
IAT 16R
ro I m
m r
20' DRAINAGE EASEMENT=
3.967 Ac.
TOTAL AREA
0
o
PER MAP FILE 4364B
L g
co
C o'
4
SHADED AREA
tzi
tp
z
10
0
1 wo
con -
>
r O.,
L----,
0 It
w
CD
oJ,
R=150.00'
ARC=58.99'
BEARING=N 30'34'29" W
•� �yOf�
CHORD=58.61IR(o)
ti
70.33'
�tiv �ti
R=180.00'
IR(G) �
�)
`\
ARC=37.98'
BEARING=N 08'27'44" W
CHORD=37.91'
<-SPYGLASS DRIVE
DORAL DRIVE->
SPYGLASS DRIVE ->\-
CROOKED STICK DRIVE->
ST.' ANDREW
DRIVE
<-SITE
<-ROYAL OAKS
DRIVE
VICINITY MAP - NOT TO SCALE
LINE TABLE
LINE
I BEARING
DISTANCE
L-1
N 87'40'49" E
47.43'
L-2
S 03'00'58" E
52.52'
L-3
N 87'35750" E
126.55'
L-4
N 88'22'38" E
73.33'
L-5
S 41.54 02 W
69.60
L-6
S 7456'29' W
30.05'
L-7
N 02'27 44 W
136.42
L-8
N 02'31'44" W
76.02'
L-9
N 02'28'54' W
76.04'
L-10
N 02'32'27' W
86.42'
L-11
N 87'40 49" E
25.63'
L-12
N 87'40'49" E
20.00
L-13
N 87'40'49" E
1.79'
L-14
S 03'34 40 E
26.21
L-15
S 27'02'51" W
38.28
L-16
S 02'30 08 E
68.40
L-17
S 06*14'07" W
187,13'
L-18
S 09'44'23" E
87.78'
L-19
S 80'15'37" W
20.00
L-20
N 09'44'23' W
90.42'
L-21
N 06'12 59 E
188.68
L-22
N 02'30'08' W
72.02'
L-23
N 27'02 51 E
38.08
L-24
N 03'34 40" W
21.18'
L-25
N 87'35 50 E
4.54
L-26
N 87'35'50" E
20.00'
L-27
S 02'31'07" E
37.91'
L-28
S 8728'53' W
20.00'
L-29 I
N 02731'07" W
37.95'
F
ti
\ 1� Phyllis Lee Crisp, Register
`\ Blount County Tennessee
U) \ Rea #: 653614
\ Rec'd: 15.00 Instrument #: 977980
State: 0.00
j\ Clerk: 0.00 Recorded
Other: 2.00 1/4/2024 at 10:20 AM
'P \` Total: 17.00 in
w a \
Map File FILE Pgs 4556A-4556A
FOOTHILLS GOLF, LLC. o rn y
R.B. 2374-1420 w REPLAT OF LOT 16
TRACT ONE -10 [ SPYGLASS LOOP SUBDIVISION
A rN
1
••• N`; DISTRICT 19, BLOUNT COUNTY, TENNESSEE
w V �' � CITY O F MARYVILLE \•EDGAR'•• -
'%'••: �, � � I REF.: R.B. 2742-19 & MAP FILE 4364B LOT 16
•;'�w'������ X�N�SG�;G �J,•:. y ;[ R.B. 2048-1720 - CONCORD PROPERTIES, LLC.
r oo, , TOTAL AREA - 3.967 Ac.
E [R�O,M Pj' 1 OWNERS: SAMIR & RADHIKA BHARWAD
g 6 �s� [ 222 ROYAL OAKS DRIVE
MARYVILLE, TN. 37801
�` •. OMMER�E d( `\ ��FsF zs I CONCORD PROPERTIES, INC.
CERTIFICATE OF ACCURACY F 2 rvZ-• OLD GOLFCART-> \ �ss� s>. 6760 GRASSEY CREEK WAY
•.,• /l/jl j ' .. '�j PATH To KNOXVILLE, TN. 37921
I hereby certify that the plan shown and described hereon '•.,FSS� E �j0 •�•' • ROYAL OAKS PROPERTY->� \\ ��� GRAPHIC SC
is a true and correct survey to the accuracy required by / ALE
the Maryville Planning Commission and that the monuments OWNERS ASSOC. INC. ` \ ����
END OF -> 100 0 50 100 200 400
- Sg �,
PAVEMEN
have been placed as shown hereon to the specifications of R.H. 2695-665 T �� G'
the Maryville Subdivision Regulations. \
CERTIFICATE
I HEREBY CERTIFY THAT I AM A SURVEYOR LICENSED TO DO SURVEYING UNDER , )
THE LAWS OF THE STATE OF TENNESSEE. THAT I HAVE SURVEYED THE HEREON i[ 3l72R-3R 1 inch = ET ET
i [L��901C IN FEET
DESCRIBED PROPERTY. THAT THIS PLAT CORRECTLY DEPICTS THE RESULTS OF ft.
SAID SURVEY. THAT SAME IS TRUE AND CORRECT TO THE BEST OF MY INFOR- i [ [ MAP FILE l[�R ��Q DATE: 12-12-23
Registered Land rveyor MATION. KNOWLEDGE, AND BELIEF, AND THAT THE SURVEY MEETS CATAGORY IV [ 3262A BLOUNT SURVEYS INC. LEGEND
Kevin Edgar Pitts, TN RLS#2324 ACCURACY SPECIFICATIONS, THE RATIO OF PREC OF THE UNADJUSTED [ i [
SURVEY IS 1: 10,000+ OR I FS 1/10 OF A FOOT PER CORNER I [ i TAX MAP 067E DRAWN BY: SHEET:
IR(0) = OLD IRON ROD (FOUND) KP i OF I
ON SMALL LOTS. KEVIN EDGAR PTTTS, RLS NO. 2324 GROUP A FIELD WOR SCALE:
1710 W. LAMAR ALEXANDER pARKWAy IP(0) = OLD IRON PIPE (FOUND)
MARYVILLE, TENNESSEE 37801 ]R(N) = NEW IRON ROD (SET) PARCEL 042.05 BY' BC 1'=100'
PHONE (885) 983-8484 M.B.S,L, = MINIMUM BUILDING & 068 042.05 AP CHECK JOB NC
SETBACK LINE Y- 1266