4705BFmnt: (30) feel, Rear: (30) feet. Sift: (10) feet
2: Zoning: R-1
3: Reference:
A: Deed Book 2082, Page 1890.
4: A f 0' utility and drainage easement is reserved adjacent to all mad right-of-way and
5' either side of side lot limn.
5: Review of the Federal Emergency Management agency Bond Insurance rate maps
with community -panel number 47009100110C, Dated 91192007 indicates this Property
lies with Zone X. which is not in a flood area.
6: Water and Sewer by Maryville Utilities.
I (we) certify that I am (we are) the owners) oft roporty shown and described
homon and that I (we) hereby adopt flascloadilexibovislon with my (our) free consent,
establish the minimum building ms ' ' e and dedicate all rights -of -way, sheets,
alleys, walks, easements, parks o th o n spaces to public or private use as noted.
Date Owner
Certain streets within this subdivision are designated as'private'. Although we, the
owners, herby make an offer of dedication of these rights -of -way, to Louisville, we
acknowledge that said mads must be privately maintained unless and until these
dedicated rights -of -way am formally acesir by Louisville. it is further acknowledged
that acceptance of mesa rights -of -way viloccur only 8 (1) Louisville deems that it is
clearly In the general public Interest I se roads to become public roads, or (2)
curent or future ownem, Impro t roads to meet, In all respects, the standards of
the Louisville Planning Com publicly dedicated roads.
Data Owner
Cemfication or Electrical Utility Service: //
ork
i hereby codify meen at the electrical improvements have b(nstalled In an acceptable
manner and according to specifications of the Louisville Subdivision Regulations,
except as noted he 1 1 s have been made f njfmiir Installation.
JtA
Date Signature Persons
I hereby certify that the sewer Improvements have been installed In an acceptable
manner and accarding to specifications of the Louisville Subdivision Regulations,
except as noted human; arppmper previsions have been made for their Imiallati n.
><% I�ublr � Se�e�
Dale Signature Position
Ceriigcallon of the Approval of Winter (Water):
I hereby certify that me water, sewer, or electricity Improvements have been installed in
an acceptable manner and according to specifications of the Louisville Subdivision
Regulations, except as noted hereon; or proper previsions have been made for their
Installation.
Dale ' Slgnahne ' - ` Position
Codification of the Approval of Streets:
The subdivision Iles along an existing public mad. The Improvements related to streets
or other public Improvements have been installed according to Louisville Planning
commission's Subdivision Regulations or spedfiwlbns, when Town of Louisville is
acting as the y's 9pignee.
D le DESIGNAfEDFENGINEER FOR LOUISVILLE
Certificate of Approval of Road Names and Properly Numbers E-911
I hereby certify that (1) the names of existing public mads shown on this subdivision
plat am correct, (2) the names of any new mads, whether public or private, do Out
duplicate any existing names and said names am approved, and (3) the property
numbers of the lots sham on this plat am In conformance with the E-911 system.
5-a3-Q4 �laotd�r�?Lr�yl..r
Data E-911 Augwdty
CERTIFICATE FOR LOUISVILLE DESIGN REVIEW BOARD APPROVAL
I hereby certify that any multifamily residential, Industrial, or commercial land use must
be approved by the Louisville Design Review Board.
Dateh ro �
Dale Secretary, Planning Commissio
Certification of Approval for Recording:
I 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, it any, as noted in the minutes of the Planning Commission, and that It
has been approved by that f / recording office of the county register.
f 29-L y
Data Secretary, Planning Commissio
I hereby certify that the plan shown and described hereon is a [me and correct survey
to the assume egaim r viile Planning commission and that the
monumep eve bed as she hereon to the specifications of the Louisville
<EWRO
CONSULTING ENGINEERING
GEOSPATIV SERVICES
ILLINOIS SWANSEA
COLUMBIA
GLEN CARBON
PEORIA
DECATUR
MISSOURI I ST. CHARLES
ST. LOUIS
COLUMBIA
TENNESSEE I. NASHVILLE
CHATTANOOGA
ATHENS
THOUVENOT, WADE
& MOERCHEN, INC.
ATHENS BRANCH
9 W. WASHINGTON AVE.
ATHENS, TN 37303
INFOQTWM-INC.COM W W W.TWM-INC.COM
423-745-5440
DATE: 03/27/24
AREA: 6.91 ACRES
SCALE: 1'=IOV
DRAWN BY: BAG CHECK BY: CMM
EQUIP.: NPL322, IGAGE IG9
ACCURACY: 1110.000
SHEET#: 1 OF1
PROJECT NO: 231465
Aporoa�ilsheteb9gtamedtdslats .`1,aw defidedes
, 13IOUR1 Cbmlly,TCm WW
as being suitable Eorsubsmfacesewagedispossl (SSD) with the listed attachod restridions.
Priortoany constmdionofastructure. mobile ;ermanrnt,the pbmsfor the owhonsrashuclure
location must be approved and a SSD system permit imcd by the Division of Environmental Healdr.
Water taps, water lines, underground utilities and driveways should be located at the side property
lincs.•In)ess-therwise noted. Any coding, filling or altemtionsof the sod oogditionts mayvoht dds
Rlouat co. HcaldiDquilgBeat
r
Ct
Ck OF ROAD
N:546949.01 C8 .t1FG
E:2556757.27 yn
NOW OR FORMERLY \
MICHAELJEFFREY \
WHITT \
026 001.00
DEED 2610/1604 \
IY�C 2�
FINAL PLAT FOR:
LOTS 1-2 BLOUNT COUNTY TAX ID # 026A E 008.02
TOTAL AREA = 6.91 ACRES
\ NOW OR FORMERLY \
\ ROBERTTODD&
`\KELLIE ANNETTE LEDFORD
026A E 011.00
DEED 274312518
NOW OR FORMERLY ` "o
\\ JAMESONEAL& 2'y�-9?P
\ COURTNEY N. GREGORY m F
026A E 010.00 Z0
DEED 2376/925 57.1' / \
POOL
\fi\oy Ste\ 56.0, HSE OUSE \ v
F�, `\ POOL + 119.6' Cy OF ROAD
\ NOW OR FORMERLY BARN 1
\ JOANN
HURST `\ 8.8'
` DEED 5971867 HED LOT SHED--�LJ i 9ryG \♦ 9s
\ \ oA NOW OR FORMERLY
/ \ \
♦\ 251490 4.18 ACRES \ 1/pyRs TOMMY& POLE SUE HICKS \ ��-9
0O
BARN 026AE01200 \
5/8'IRF SHE h'O�S� / Fk OF DRIVE DEED 33315t \ \
\ \y ENCROACH��I'G� \ \
662' / 2.3' BUILDING
2.5'
CARPORTS / s
ARPORT
56.T L=117.75'
h, R=1065.41' 27' •Gti
NOW OR FORMERLY 81.1' CARPORT ED OUST A=607956 7j2yR\
COUNTRY 1/2IRS L=263.63' C LEN=117.69' 5 \
ESTATES LLC ENC 97PORCH R=937.49' BRG=S67°5222W 6.T \ \
.5' O\
026A E 00e.00 tip ° A=16°O6'43 SHED ACHING
DEED 2082/1890 �yj CLEN=262.76' \
02� 86.4' BRG=S75°28'08W \
5h°j 962 L=285.57'
Alp
R=1430A2'
@ by A=11°26'18
L=165.58' LOT 1 C LEN=285.09'
R=2427.OT BRG=564°5T52W
2.73 ACRES
L=225.39' A=3°54'32 _ ,
4-244.fi8' C LEN=165.55' L=364.58'
R=2427.07' S R=3574.45'
R=1293.25' BRG=N81°24'59E
A=5°19'15 .y A=5°50'38 NOW OR FORMERLY '
A=10°50'25 CLEN=225.31' Q" 112"IRF -
C LEN=244.32' NO3°41'11W CLEN=364.42 BRAD &
BRG=SB7'08'58E BRG=N86°Ot'53E 40.W BRG=S73°21'D4W APRIL PETREE
iU 51s\iF 026003.01
6
DEED 2607/1199
L=202.87' '
R=379.64'
L=277.W A=30°37'06
L=421.51' 11=1653AW C LEN=200.47'
R=1729.45' A=9°37'08 BRG=SB6°13'29W
A=13°57'52 C LEN=277.21' \
C LEN=120.4T BRG=SB3°03'44W \
BRG=NB7°58'43W
NOW OR FORMERLY
LLOYD D. 0 100 200 300
26Line Bead Distance
MISER Lt S37°1449E 50.uw
0M MISER
alas L2 S34°58'32E 183.1fi'
DEED Curve Radius Am Len th Chord Length Chord Won If Delta Angle
C1 11232.2Z 59.46' 59.45' 880°24'04E 2°4T53
C2 1081.43' 150.40' 150.28' 1 N62°54'08E 7°58'06
C3 1789AW 74.55' 74.52' 1 N76°00'32W 5'24'37
1: COPYING THIS ORIGINAL INVALIDATES ANY AND ALL LIABILITIES AND/OR CERTIFICATTONS,
THAT MAY HAVE BEEN IN EFFECT AT THE TIME OF THE ORIGINAL SURVEY. THIS SURVEY HAS
BEEN PERFORMED WITHOUT THE BENEFIT OF A COMPLETE TITLE EXAMINATION. A
DETERMINATION OF THE TITLE MAY BEST BE PERFORMED BY A COMPETENT PROFESSIONAL
WHO SPECIALIZES IN LAND TITLE MATTERS.THE LAND SURVEYOR WHOSE SEAL IS AFFIXED
DOES NOT GUARANTEE THAT ALL EASEMENTS WHICH MAY AFFECT THIS PROPERTY ARE
SHOWN. PROPERTY OWNER IS RESPONSIBLE FOR ALL PERMITS THAT ARE REQUIRED BY
GOVERNMENT.
2: ALL BOUNDARY MONUMENTS AND SURVEY CONTROL WAS PERFORMED USING GPS
RECEIVER: IGAGE IG8 NETWORK ROVER DUAL FREQUENCY WAS USED L1 L2 L5 ( ), GPS SURVEY
PERFORMED WAS NETWORK ADJUSTED REAL TIME KINEMATICS WERE DERIVED USING THE
TOOT GNSS REFERENCE NETWORK AND ARE REFERENCED TO THE TENNESSEE STATE PLANE
COORDINATE SYSTEM OF 1983, NAD 83 (2011) (EPOCH 2O10), GEOIDI8. HORIZONTAL AND
LEGEND
IRON REBAR SET WICAP
O
IRON REBARIPIPE FOUND
CONCRETEMONUMENTFOUND
FENCE CORNER
''. RK NAIL SET
0
P.K NAIL FOUND
NO CORNER SETIFOUND
POWER
WATER METER
WATER
O
vy
WELL
SANITARY SEWER MANHOLE
FENCE LINE
-x
GAS LINE
---o ---
WATERLINE
---w---
SEWER LINE
---sw ---
OVERHEAD ELECTRIC LINE
---ore---
SURVEYED PROPERTY LINE
ADJACENTINOT SURVEYED LINE
----
Phyllis Lee Crisp, Register
Blount County Tennessee
Bee #:
669846
Rec'd:
15.00 Instrument If: 999128
State:
0.00
Clerk:
0.00 Recorded
Other:
2.00 12/18/2024 at 9:35 AN
Total:
17.00 in
Map File FILE pgs 4705E-4705B
N:547669.28
♦ E:2558012.35
THIS SURVEYOR HASNOTPHYS/CALLYLOCATED THE UNDERGROUND UTILITIES. ABOVE
GRADEAND UNDERGROUND MERTES WERE TAKEN FROM WSIBLEAPPORTENANCESAT
THE SITE, PUBLIC RECORD AND/OR MAPS PREPARED BY OTHERS. THEREFORE,
RELIANCE ON TYPE, SIZE AND LOCATION OF UTILITIES SHOWN SHOULD BE DONE SO
W/RI THIS CIRCUMSTANCE CONSIDERED DETAILED VERIFICATION OF EXISIENCE,
LOCA77ON AND DEPTH SHOULD ALSO BE MADE PRIOR TO ANY DECISION RELATIVE
7HERETO/S MADE. AVAILABILITYAND COSTOFSERV/CE SHOULD BE CONFIRMED WITH
THEAPPROPRL47E UTILITY COMPANY. IN TENNESSEE, ITISA REQUIREMENT; PER 'THE
UNDERGROUND UTILITY DAMAGE PREVENTIONACT', THAT ANYONE WHO ENGAGES /N
EXCAVARON MUST NOTIFY ALL KNOWN UNDERGROUND UTILITY OWNERS, NO LESS
THAN13f THREE NOR MORE 77MN (10) WORKING DAYS PRIOR TO THE DATE OF THEIR
INTENT TO EXCAVATE AND ALSO TO AVOID ANY POSSIBLE HAZARD OR
CONFLICT. TENNESSEE ONE CALL 1,6"14111.
VICINITY MAP
NTS
SURVEYOR'S CERTR16h
I HEREBY CERTIFY THAT THIS SURVEY WAS ACTUALLY MADE
ON THE GROUND UNDER MY DIRECT SUPERVISION, USING
THE LATEST RECORDED DEEDS, AND OTHER INFORMATION;
AND THAT THIS SURVEY EXCEEDS THE MINIMUM
REQUIREMENTS FOR A CATEGORY i URBAN LAND SURVEY
THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE PURSUANT TO CHAPTER 0820J, SECTION .05 OF THE
SHOWN AT APPROXIMATE LOCATIONS ONLY AND ARE BASED DEPARTMENT OF INSURANCE STANDARDS OF PRACTICE
UPON THE FIELD LOCATION OF VISIBLE UTILITY APPARATUS FOR LAND SURVEYORS; AND THAT THIS SURVEY IS TRUE
AND CORRECT TO THE BEST OF MY KNOWLEDGE AND
AND INFORMATION PROVIDED BY UTILITY COMPANIES. BELIEF.
CALL BEFORE YOU
DIG - DRILL - BLAST - BORE
(800)351-1111
TENNESSEE-ONE CALL CENTER
9