3973A/ FOUND 1/2 " IRON PIN -),
I I
Cj
LEATHERWOOD ESTATES
(MAP BOOK 10 PG 67)
LOT 49
LEATHERWOOD ESTATES
(MAP BOOK 10 PG 67)
\ LOT 47
\11\ Is" FOUND DOUBLE 24" TREE \
BENCHMARK 1
N: 513340.151' OQ Dc ` "''
'41
2617183.930' � 0
EL:1,072.833' P` -b
\ DESC.: MAG NAIL WITH BRASS WASHER G� 0� el
FOUND 1/2 IRON PIN Q Q �°
WITH C STAMPED � a \ 0 /� DEED BOOK 4111 PAGE 581
BLOUNT SURVEYS 2324 , FOUND 5/8 IRON PIN
Z`J.00 o IN FRONT OF POWER POLE �23 / \
5�4 5 LEATHERWOOD DRIVE Q Q, N r 6 LEATHERWOOD ESTATES
C;, ,s 0 p q 50' RIGHT OF WAY p, 0� 9 (MAP BOOK 10 PG 67)
5 ' 75 p p, - QQ' R5� '! �n Ri
/ --
9 S g 01 5 5.O p' '� 5.0 0' A 7 5 .0 0' A �J . Q Q Z° Z g SOUND 1!2" IRON PIN LOT 46
1 lE 5 23 R575.00' R5 5t ` PAN
DON E. CARRIGAN & WIFE, C % 35 S 5 �� E C 7 4 .9 ! ° 3 9' 17 ' C 7 t 3�
LOT LINE TO BE
DORIS A. CARRIGAN / -- , B 5 8 ° 5 �� f B N 8 7 N 500 I '' ABOLISHED THIS PLAT 4 52 19 .E C74.55
DEED. BOOK 407 PAGE 762 1
/ ---- _ 30' MINIMUM BUILDING E
COMBINATION SURVEY i' SETBACKLINE
FOUND DISTURBED k s LOT LINE TO BE �
TRACTS 34-37 1 1" IRON PIPE FOUND 1/2" IRON PIN ' ABOLISHED THIS PLAT
LEATHERWOOD ESTATES /
MAP FILE 538A f IN FRONT OF POWER POLE
I j,
(FORMERLY MAP BOOK 10 PAGE 67)
LOT LINE TO BE j
ABOLISHED THIS PLAT
LOT LINE TO BE }
ABOLISHED THIS PLAT I ?, ,tt
ti
f
LOT 38R }'
;f TOTAL AREA = 3187034.5 S.F. +/- r �A* o
,. 7.30 ACRES / LOT LINE TO BE
LOT LINE TO BE / ! i` ABOLISHED THIS PLAT �� N.
ABOLISHED THIS PLAT moo/
/ LOT LINE TO BE
!J ABOLISHED THIS PLAT i f :`M0)
/ i LOT LINE TO BE
rr ABOLISHED THIS PLAT
FOUND 1/2 " IRON PIN
WITH CAP STAMPED
"BLOUNT SURVEYS LS2324"
i1/ ' •
s • ti.
t %
20 FEET FROM / 10' MINIMUM BUILDING
BOUNDARY CORNER -- - -1lI ,11 A
SETBACK LINE T-
r
r t
, o t u � l
- `N 88°29'40" W i 43.07' S 88°48'0 ! " W 125.49' S 85°34'37" W 1 20.28 N 89 55 00 W 117.74 N 55002'0,5" W 122. 1 G' N ° ; ,� (I ' 'oo Y R
` - �„ Z��{s''3 '1� i!
---- --- C� pS11 ��,o f I I I i ob ►SITS
77 5 W I ' I
LITTLE RIVER 89, p , I
CERTIFICATION 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
RIGHTS -OF -WAY, REETS, ALLEYS, WALKS, EASEMENTS, PARKS, AND OTHER OPEN SPACES TO
PUBLIC OR E U AS NOTED.
EXEMPT PLAT CERTIFICATE OF APPROVAL
THIS PLAT IS EXEMPT FROM THE REQUIREMENTS OF THE MINIMUM SUBDIVISION REGULATIONS
BASED ON THE PROVISIONS OF SECTIONS 13-3-401 AND 13-4-301 OF THE TENNESSEE CODE
ANNOTATED, SINCE (1) NO NEW STREET OR UTILITY CONSTRUCTION IS REQUIRED, AND (2) ALL
RESULTING TRACTS ARE IN EXCESS OF FIVE (5) ACRES IN SIZE. CERTIFICATIONS WHICH
DEMONSTRATE COMPLIANCE WITH OTHER APPLICABLE STATE LAWS AND LOCAL ORDINANCES
ARE PROPERTY AFFIXED HERETO AND THE BOUNDARY OF THE SURVEY WAS CHECKED FOR
ACCURACY.
VWX
DATE
Phyllis Lee Crisp, Register
Blount County Tennessee
V- i
�.57°04'05" W G3.G2' CO d
\ 1
LOT LINE TO BE Lo d
ABOLISHED THIS PLAT
N 3 04013" W 5J.5c,
RIGHT OF WAY ENCROACHMENT r
I, C..C//u /Gof�1�/ THE UNDERSIGNED OWNER OF THE PROPERTY t / t ,
SHOWN HEREON, UNDERSTAND THAT BLOUNT COUNTY IS NOT APPROVING THE PROJECTION OF N 540
38 1 4n W 40. G
ANY ENCROACHMENT(S) INTO ANY RIGHT-OF-WAY(S) AS SHOWN HEREON, AND THAT I ACCEPT i
FULL RESPON618tMFORANY-RE SULTING CONSEQUENCES THEREOF.
PROPERTY OWNER
Rec #:
572680
Rec'd:
15.00
Instrument #: 874414
State:
0.00
Clerk:
0.00
Recorded
Other:
2.00
5/27/2020 at 9:45 AM
Total:
17.00
in
Map
File FILE Pgs 3973A-3973A
i
BENCHMARK 107
N: 512925.73'
E: 2617820.14'
EL: 945.97'
DESC.: WOOD HUB AND TACK
CABIN BUILDING
.OG CABIN BUILDING
-LOG CABIN BUILDING
BENCHMARK 108
N: 512778.62'
E: 2617793.97'
EL: 942.51'
DESC.: WOOD HUB AND TACK
BEARING BASED ON:
GRID NORTH NAD83 ADJ. 2011
I
T,E
GRID NORTH IS BASED ON A BEARING OF
S 10005'16" W FROM
CONTROL POINT # 107 TO # 108.
DISTANCES SHOWN ARE GROUND DISTANCES.
LEGEND:
SUBJECT BOUNDARY LINE
ADJACENT BOUNDARY LINE
CL CREEK
CL ROADWAY
55
APPROXIMATE LIMITS OF
LEACHATE FIELD
FEMA1%ANNUAL CHANCE
FLOOD (100 YEAR FLOOD)
FLOW DIRECTION
n
UHP
OVERHEAD POWER LINE
-- --- --- --
SETBACK LINE
W
WATER LINE
®
SET #5 REBAR AND CAP STAMPED
"A SCHMEING #2927"
O
FOUND IRON PIN ! IRON PIPE
0
NON MONUMENTED BOUNDARY CORNER
?5
LIGHT POLE
-U
POWER POLE
y
ANCHOR - GUY WIRE
®
UNDERGROUND FIBER OPTIC
®
WATER METER
ASPHALT PAVING
CONCRETE PAVING
ROCK RETAINING WALL
ill I�il.i! Iil
WOOD DECK
JIMMY G. GOSS & WIFE,
WINNIE D. GOSS;
WILLIAM D. SANDERS & WIFE,
BRITTANY L. SANDERS
DEED BOOK 2525 PAGE 2646
CERTIFICATE OF ACCURACY
J. PORTER GILLESPIE PROPERTY
MAP FILE 987A I HEREBY CERTIFY THAT THIS SURVEY MEETS OR EXCEEDS
THE MINIMUM STANDARDS OF PRACTICE IN THE STATE OF TENNESSEE,
THE REQUIREMENTS OF A CATEGORY 1 SURVEY, AND THAT THE RATIO OF
PRECISION OF THE ORIGINAL UNADJUSTED FIELD MEASUREMENTS IS AT
LEAST 1:10,000.
I FURTHER CERTIFY THAT THIS SURVEY WAS PERFORMED UNDER MY �\\ 4 AU L SCIY
DIRECT SUPERVISION, THAT THIS DRAWING ACCURATELY DEPICTS THE�p LAND
SURVEY, AND THAT IT IS TRUE AND CORRECT TO THE BEST OF MY
KNOWLEDGE, INFORMATION, AND BELIEF. THE FIELD WORK WAS q •'��5
COMPLETED 03/22/2020. THE MONUMENTS SHOWN WERE LOCATED AND OR �:46 n ' -� O'• �
50 0 25 50 100 200 SET ON OR BEFORE THIS DATE.
:4G LTURE
6
Adam Schmeing, RLS 2927
ADAM SCHMEING LAND SURVEYING �7v. • • ' • • .. ���
6619KNOC LOSLE, GATETENNDRIVE E 37912 I ////SEE�� \\\
VICINITY MAP
N.T.5.
1. BEARINGS SHOWN HEREON ARE BASED ON TENNESSEE STATE
PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983
(NAD 83) ADJUSTMENT 2011 BY STATIC OBSERVATIONS. SEE GPS
NOTES. UNITS SHOWN ARE US SURVEY FOOT.
2. DISTANCES SHOWN ARE GROUND DISTANCES.
3. THE PURPOSE OF THIS DRAWING IS TO COMBINE PARCELS 1, 2 AND
3 AS RECORDED IN RECORD BOOK 2532 PAGE 1941 IN THE
REGISTER OF DEEDS OFFICE FOR BLOUNT COUNTY, TENNESSEE.
SAID PARCEL 1 CONSISTS OF LOTS 38 THROUGH 45 OF THE
LEATHERWOOD ESTATES SUBDIVISION AS SHOWN IN MAP FILE
PAGE 538A IN SAID REGISTER OF DEEDS OFFICE.
4. THE BOUNDARY SHOWN HEREON IS LOCATED IN BOTH "ZONE X"
AND "ZONE AE", ACCORDING TO THE FEDERAL EMERGENCY
MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP FOR
BLOUNT COUNTY, TENNESSEE AND INCORPORATED AREAS. THIS
MAP IS DESIGNATED AS MAP NUMBER 47009CO280C AND HAS AN
EFFECTIVE DATE OF SEPTEMBER 19, 2007.
5. THE 1 % ANNUAL CHANCE FLOOD (100 YEAR FLOOD), ELEVATION
WAS DETERMINED TO BE 941.3 FEET, ACCORDING TO THE FLOOD
INSURANCE STUDY FOR BLOUNT COUNTY, TENNESSEE AND
INCORPORATED AREAS AND HAS AN EFFECTIVE DATE OF
SEPTEMBER 19, 2007.
6. ALL MONUMENTS FOUND WERE HONORED FOR THEIR LOCATION,
UNLESS OTHERWISE NOTED.
7. THE SUBJECT BOUNDARY SHOWN HEREON IS ZONED "R-1 RURAL
DISTRICT 1" ACCORDING TO THE BLOUNT COUNTY ZONING SEARCH
GIS MAP, (http://www.blountgis.net/).
8. THE MINIMUM BUILDING AND STRUCTURE SETBACKS ARE AS
FOLLOWS:
8.1. FRONT YARD = 30 FEET
8.2. SIDE YARD = 10 FEET
8.3. REAR YARD = 20 FEET
MAXIMUM HEIGHT = 35 FEET
9. THIS BOUNDARY IS SUBJECT TO ALL APPLICABLE RESTRICTIONS,
BUILDING SET BACK LINES AND EXISTING EASEMENTS OR
RIGHT -OF- WAYS OF RECORD.
10. TENNESSEE ONE CALL (811) WAS UTILIZED TO DETERMINE
UNDERGROUND UTILITIES. THE UNDERGROUND UTILITY LOCATIONS
ARE SHOWN BY VISIBLE APPURTENANCES AT THE TIME OF THE
SURVEY AS MARKED BY TENNESSEE ONE CALL. THERE HAS BEEN
NO ATTEMPT TO LOCATE ANY UNDERGROUND UTILITIES OR
IMPROVEMENTS. NO WARRANTY IS EXPRESSED OR IMPLIED BY
SHOWING THESE ESTIMATED LOCATIONS.
11. THE LEACHATE FIELD IS SHOWN HEREON, BASED ON THE DATA
PROVIDED BY BLOUNT COUNTY DEVELOPMENT SERVICES AND
HISTORICAL AERIAL PHOTOGRAPHS SHOWING THE LOCATION OF A
MOBILE HOME.
12. THE PROPERTY OWNER, PROPERTY ADDRESS AND BLOUNT
COUNTY PARCEL ID NUMBER:
072G C 015.00 - EDWARD KASH
5532 OLD WALLAND HIGHWAY
WALLAND, TN 37886
13. THIS SURVEY IS CERTIFIED TO:
EDWARD KASH
960 KASH ROAD
LENOIR CITY, TN 37771
GPS SURVEY NOTES:
1. THE CONTROL POINTS WERE OBSERVED USING STATIC OBSERVATIONS AND ADJUSTED TO
NAD 83 (2011) (EPOCH 2O10) ON MARCH 22, 2020. THIS DATA WAS POST PROCESSED WITH
TRIMBLES RTX SYSTEM.
2. THE COORDINATE SYSTEM USED FOR THESE OBSERVATIONS IS AS FOLLOWS
2.1. US STATE PLANE 1983, ZONE -TENNESSEE 4100
2.2. GEOID MODEL: GEOID12B
2.3. COMBINED GRID TO GROUND SCALE FACTOR=1.0000966169
2.4. THE COMBINED SCALE FACTOR WAS APPLIED AT THE FOLLOWING COORDINATES TO
DETERMINE THE GROUND COORDINATES FOR THIS SURVEY.:
POINT # 1
N: 613340.151
E: 2617183.930
EL: 1072.833
3. THE EQUIPMENT USED FOR THESE GNSS OBSERVATIONS WAS A TRIMBLE R12 , DUAL
FREQUENCY RECEIVER.
4. THE BEARINGS SHOWN HEREON ARE GRID BEARINGS REFERENCED TO THE TENNESSEE
STATE PLANE COORDINATE SYSTEM.
5. THE POSITIONAL ACCURACY OF THE GPS OBSERVATIONS IS AS FOLLOWS:
HORIZONTAL = 0.04 FEET
VERTICAL = 0.07 FEET