3772BLegend.'
~ TREE (AS NOTED)
~ PLANTED STONE FOUND
Q IRON PIN FOUND (AS NOTED)
fENCE POST (AS NOTED)
x fENCE LINE
~ IRON PIN SET (5/8° REBAR W/ CAP)
1
1PS IRON P1N SET
O BEND/BREAK IN UNE
- CENTERLINE OF ROAD
P POWER IJNE
OJ POWER POLE
RB REBAR
01P OPEN TOP PIPE
CTP CRIMP TOP PIPE
® CONCRETE MONUMENT FOUND
RWM RIGHT Of-WAW MONUMENT
B.SC. BUILDING SETBACK IINf
- rr~ - DIrfRHEAD POWER, TEL, & CABLE LINES
c OvERNEAD CABCE LINE
crr OUERNFAD GUY WIRE
® WATER METER
o ~E1VT PIPES
® ELECTRIC METER
Al ANGLE IRON
~ WATER VALUE
~ CENTER UNE
~ PROPERLY LINE
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Remaining Acres.• 18.00
pmaL~ Leilei Eleatrcniue
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LOCATION MAP
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Modified Access Easement
AM
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DATE
DESCRIPTION
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Utilities:
Information regarding the reputed presence, size, character and location of existing
underground utilities and structures is shown hereon. There is no certainty of the accuracy
of this information and ft shall be considered in that light by those using this drawing. The
location and arrangement of underground utilities and structures shown hereon may be
inaccurate and utilities and structures not shown may be encountered The owner, his
employees, his consultants and his contractors or anyone else who reties upon this survey
shall hereby expressly understand that the surveyor is not responsible for fhe correctness or
sufficiency of this information.
the survey shown hereon was prepared without benefit of any abstract of fitle,• therefore, this
Surveyor makes no guarantees or representations. regarding infomtafion shown hereon
pertaining to easements, title, rights of way, setback lines, agreements, reservations, and
other similar matters.
Survey fieldwork performed on: October 29, 2018
This survey was authorized by.' Mork Matlock
Certification:
This is to certify that this survey is a Category I survey made under my supervision and is a
true representofion of the land surveyed. The Ratio of Precision of the unadjusted survey is
one foot in 10,000 feet, and an angular error of 05" per angle point: !his survey was done
rn compliance with cunenf Tennessee Minimum Standards of Practice. Angular and linear
measurements were made using a Tapcon PS-105 Robotic Tofol Station, and a Topcon Hiper
p RlK GPS Unit.
Certification of Approval of U61ib'es:
I hereby certi that electrical im rovements have been or will be
~ N tUd ' ~ P
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ales.
1. Property lies in NFIP flood zone and zone AE"
reference FIRM lD 47009C0119C
2 Minimum floor Elevation 868.00:
Remaining Acreage:
t 8.00 Acres
/8'xzy
ms a e rn an acceptable manner and according to the
specifications of the Maryville Subdivision Reggulations in the
subdivision shown hereon, provided the deveto er makes ro er
provisions and pays the required lees to the pCit of Ma P ille
pursuant to the rules and regulations of the ci y ertain~ to
extensions of the electrical s stem. ~ P 9
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Fina/ Plat for.•
MSM DEl/ELOPMENT LLC
Date.' December 10, 2018
Date Engineer Manoger,Maryvilie/Alese
E7ectnc Department
Curve Table
Curve #
Length
Radius
Chord Bearing
Chord Length
C1
23.56'
7.50'
S26' 13' 53'v✓
15.00'
Certificate of Approval far Recording:
1 hereby cerhfy that the subdivision plat shown hereon. has been
found to comply with the subdivision regulafions of the City of
Maryville, with the exce fion of such variances. !f an are noted in
the minutes of the tap ' commission, and that it has been
approved b that P recordin in the offices of the coon
y 9 tY
register.
(
r
Date Secretary, Planning Commission
Cerf~cafe of Accuracy:
f hereby certify that the pplan shown and described hereon is a
true and correct surve to the accurac ra aired b the Ma ille
Planning Commission rid that the monuments have been laced
as shown hereon to specific bons the Ma ilfe Subpdivision
Regulations.
Registered to Surveyor
Certificate of Ownership and Dedication:
t (we) hereb certif that I am we are the owne s of the
Y y ( ) ~
property shown and described hereon and that I (we hereby adopt
thrs 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 pri~afe use as noted.
9th .Civil District District
Blount Count , Tennessee ~
y
Deed Book 2499, Pa e 1572 /ps
9
Tax Ma 057, Parcel 009.06 '~~r•
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N/F
MSM DEUELDPMENI; LLC
DEED BDOK 2499, PAGE 1572
f 8.00 ACRES
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OCTOBER 29
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Certification of proval of Utilities:
1 hereby certify hot water and sanitary sewer improvements have been or
will be mstoAed m an acceptable manner and according fo the specifications
of the Ma 'Ile Subdivision Re Motions in the subdivission shown hereon,
rovided the deveto er makes 9 ro r rovisions and a s the re aired fees
o the Ci of Ma p7le ursuanf o the Rules Regu/obbns Rates and
Policies o the Ci of Ma ville Water and ewer De artment
tY ry P
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Oote Engineer Manag
Water Quality Control Deportment
Certificate of the Approval of Streets:
f hereby certify that the streets and other improvements have been installed
in an acceptable manner and according fo the specification of the Maryville
Su6divr'sion Re Motions and Public Works Standards in the subdivision
9
shown hereon.
l 2~I
t oryvilfe City Engineer
Certification of proval of Road Names and Property Numbers (E-911):
1 hereby cerb'fy hat (1 the names of existing public roods shown an thrs
plat are correct,'' (2) f e names of any new roads, do not duplicate any
exisfrng names and said names are approved, and (3) the property numbers
of the lots arg shown in conformance w~fh the E-911 system.
Dote - - - E-911 Authority
CERIIRCAAON OF STORMWATER U11L111ES•
1 hereby certify that stormwater improvements including all drainage
structures and appurtenances as shown hereon have been installed rn an
acceptable manner and according to the specih'cations of the Maryville
Planning Commission, Subdivision Re ulohons, Zoning and Land Use
Ordinance and Public Wprksr Stand ds and other adapted documents.
Engineer
G'ne T 6!e
Line fable
Line Table
Line #
Length
Direction
Line ~
Length
Direction
Line ~
Length
Direction
L 1
40.38'
S66' 34' 56'1'
L7
124.40'
S72' 42' 47'E
L 13
44.47'
N15' 12'
14 °E
LZ
24.4T
S15° 38' 38'1N
L8
66.54'
S73' 38' 3TE
L14
38.98'
S75' 41'
06°E
L3
84.49'
N73' 38' 35'~N
L9
66.98'
N15' 44' 15uE
L15
137.41'
S15' 36' 38"W
L4
123.05'
N72' 4Z' 4T1N
L10
31.54'
S73' 18' 24'E
L16
9.8 '
4 5
74'
N 27 00 W
L5
26.25'
N63' 46' 07'1N
L 11
25.82'
N15' 44' 15uE
L 17
15.20'
N74' 27' 00 "<v
L6 27,43'
~
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21'
S63° 46' 07°E
~
L12
~
535'
N75' 11' 15"W
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Kale Belk ~
TN PLS N0. 2755 ~
3864 Nwy 11 S ~
Riceville, TN 37370 sheet no.
0:(423)462-2155
E' kbelk®kolebefk.com DRAWN BY.• KB JN: Petros-102918 LSV.• FND-BURN
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Map File FILE Page 3772B