3944A/J--�T`
o yz V
SITE
PSIDE
01
100
SAMPLES RD.
l
LOCATION MAP
NOT TO SCALE
TOWN OF LOUISVILLE, TENNE5SEE
CERTIFICATE OF APPROVAL FOR RECORDING
I hereby certify that the subdivision plat shown hereon has been found to comply
with the subdivision regulations for Louisville, Tennessee, with the exception of such
variances, if any, as are noted in the minutes of the Planning Commission, and
that is has been approved by that body for recording in the office of the County
Register.
ec3`�ary,Plar#7ing omission Dare
CERTIFICATION OF OWNERSHIP AND DEDICATION
We hereby certify that we are the owners of the property shown and described
hereon and that we hereby adopt this plan of subdivision with our free consent
establish the minimum building restriction lines, and dedicate all rights of way,
streets, alleys, walks, easements, parks, and other open spaces to public or private
use as noted.
ae
CERTIFICATE OF ACCURACY
i hereby certify that the plan shown and described hereon is a true and correct
survey to the accuracy required by the Louisville Planning Commission and that the
monuments have been placed as shown hereon to the specificotions of the Louisville
Subdivision R u tions.
1.21 Isla
Registe—red LandSurveyor a e
SURVEYOR'S NOTES:
1/2" EIR
LOT 11
PLAT REF: 2298A
STERLING
E N G I N E E R I N G, I N C.
LAND SURVEYING
CIVIL ENGINEERING
CONSULTING
LAND PLANNING
1020 WILLIAM BLOUNT DRIVE
MARYVILLE, TENNESSEE
37802-8401
P.O. BOX 4878
MARYVILLE, TENNESSEE
37802-4878
PHONE: 865-984-3905
FAX: 865-981-2815
www.sterling.us.com
' 392.60' / N
i
i o
0
12R3 `� W ��� 0 �j
PLAT REF: 2578A "tN (0 , / C1 `� 2 Phyllis Lee Crisp, Register z
m12R1 R / / �� Rec #' 567446Blount County Tennessee
1 ` Rec'd: 15.00 Instrument #: 867674 (rM
N cV • 1.698 Ac. State: 0.00
ivy nl 21 (VACANT) [LQ Clerk: 0.00 Recorded
Other: 2.00 2/27/2020 at 9:58 AM
Z Total: 17.00 in
.�Q' / Map File FILE Pgs 3944A-3944A
LEGEND: �
1 ; 12R1
` 12R2� EIR EXISTING IRON ROD Q�
A= ARC LENGTH
.N
/ N R= RADIUS
----4-- �
— — — — — — D= CENTRAL ANGLE (DELTA) t
1 -�- — — — — — — _... it/2„EIR � 1�1
30' BUILDING / B= CHORD BEARING N
127.79' 1/2, EIR I SETBACKC2 149.69' C3 Ac. ACRES C= CHORD LENGTH t�
1/2" EIR N86'35'08"W N88'4>'07"W TO CL/CL INTERSECTION SF SQUARE FEET (n
N 1/2" EIR 1/2" EIR PRESERVE POINTE & WDB WARRANTY DEED BOOK
_ PRESERVE POINT / RANKINS'FERRY LOOP
RB RECORD BOOK O O
70.s' PG PAGE a
1 (50' PUBLIC R/W) — — — R/W RIGHT—OF—WAY a
CENTERLINE
I BOUNDARY LINE 0
ROAD RIGHT—OF—WAY LINE
................ — PARCEL LINE � NI
— — — — — — — BUILDING SETBACK LINE W�
/ — ROAD CENTERLINE
— LAKE/RIVER/CREEK LINE A
W
1. Drainage and . Utility Easements shall be 5 feet on each side of all interior lot
lines and 10 feet on the inside of all exterior lot lines and street rights of way.
There shall also be easements 5 feet on each side of all as —built utility lines.
2. No Instruments of Record reflecting easements, rights of way, and/or
ownership were furnished to the Surveyor, except as shown hereon. The Surveyor
has made no attempt to access the public records for any easements. Subject
to any easements, regulations or restrictions in effect at the time of this survey.
No title opinion is expressed or implied.
J. Located in Flood Zone 'X" (areas outside of the 0.27. annual chance) per
Flood Insurance Rate Map 47009CO110C in Community Number 470405 dated
September 19, 20OZ
4. The Surveyor has made no attempt to locate underground utilities,
underground foundations, underground encroachments or underground
improvements, except as shown hereon. Actual location of all underground utilities
should be verified through Tennessee 1 Call (1-800-351-1111) or the utility
provider prior to any excavation or construction.
5. Subject to previous plat of record, map file No. 2578A, as recorded in the
Blount County Register of Deeds Office.
6. All, previous lot lines are by this plat deleted along with all unused easements.
Z The purpose of this replat is to combine lots 12R1 and 12R2 into one lot.
CURVE TABLE
No.
Len.
Radius
Delta
Bearing
Chord
C 1
107.65'
610.00'
10'07'
S 1726'45 "W
107.51 '
C2
5Z 90'
40.00'
82'57'
S53'51 40 "W
52.98'
C3
40.09'
1030.50'
2-14'
1 N85.46 55'W
40.08'
1V
00
0
a
z
STEPHANIE D. NEELY
1140 E. 44TH ST.
CHICAGO, IL. 60653
DISTRICT 10, BLOUNT COUNTY
RB 2493 PG 225
TAX MAP 16F "A" PARCEL 1.00
PLAT REF. 2578A
50' 25' 0 50' 100'
1" = 50,
SURVEYOR'S CERTIFICATION:
I hereby certify that this is a Category _j_ survey, the ratio of
precision of the unadjusted survey is 1: 19,435 or greater as shown hereon,
and this survey was done in compliance with current Tennessee Minimum
Standards of Practice.
Tennessee R.L.S. # 1929 Date
:OAGRICU RE
ti '�`
JopYnrt 2019 Sterling Engineering. Inc.
I in Is Reserved
SHEET
FS
DESIGNED:
DRAWN: CEG
CHECKED: CMR
DATE: 12/11/19
SCALE: 111 = 50'
DRAWING:
LB012R1R-FS
PROJECT NO:
5161-12I11