SWA000150_Plansheet - Existing Conditions_Survey_20220624 (2)

NOTES:
I ) THI5 PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS
DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY PER
F.1. R. M. #37101621 OOJ, DATED 710212005.
2) PROPERTY SUBJECT TO ALL RIGHTS -OF -WAY AND EASEMENTS OF
RECORD, INCLUDING, BUT NOT LIMITED TO, TH05E SHOWN HEREON.
3) SURVEYOR WAS NOT PROVIDED WITH A LEGAL TITLE SEARCH. THERE
MAY EXIST EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE
COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS PERTINENT
TO THIS PROPERTY THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY
DISCLOSE THAT ARE NOT SHOWN ON THIS PROPERTY,
4) BUILDINGS, SURFACE AND SUBSURFACE IMPROVEMENTS ADJACENT TO
THE SITE ARE NOT NECESSARILY SHOWN. SUBSURFACE AND
ENVIRONMENTAL CONDITIONS WERE NOT SURVEYED OR CONSIDERED AS
PART OF THIS SURVEY. NO EVIDENCE OR STATEMENT IS MADE
CONCERNING THE EXISTENCE OF UNDERGROUND CONDITIONS, CONTAINERS,
OR FACILITIES THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS
PROPERTY.
5) AREA BY COORDINATE COMPUTATION.
6) ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES AND ARE US
SURVEY FEET MEASUREMENTS. THE COMBINED GRID FACTOR FOR THIS
SURVEY IS 0.399539026.
7) TO BE CONFIRMED UPON RECEIPT OF TITLE COMMITMENT.
A FORMAL RECORDED RIGHT OF WAY WIDTH OVER BOTH US HIGHWAY 64
AND OLD GILBERTTOWN ROAD (SR # 1539) WAS NOT RECOVERED BY THE
SURVEYOR. IT IS ADVISED THAT, AT A MINIMUM, AN NCOOT MAINTENANCE
LIMITS BASED RIGHT OF WAY LIKELY APPLIES TO THESE TWO ROADWAYS. A
MAINTENANCE LIMITS RIGHT OF WAY IS GENERALLY CONSIDERED TO BE
DITCH LINE TO ROAD SHOULDER AND IS MORE SPECIFICALLY DEFINED AS
THE AREA REQUIRED FOR MAINTENANCE OF THE ROADWAY.
8) THE VERTICAL DATUM FOR THIS SURVEY IS NAV055. THE CONTOUR
INTERVAL IS TWO FEET.
ZONING DATA:
NO DATA AVAILA13E TO REPORT
(SURVEYOR WAS UNABLE TO RECOVER ZONING CLASSIFICATION / DATA ON THE
SUBJECT PROPERTY. A ZONING REPORT WAS NOT PROVIDED TO THE
SURVEYOR.)
REFERENCES:
DB 903 PG 307
DB 556 PG 792
DB 556 PG 755 \
OB 650 PG 317
LEGEND ABBREVIATIONS : 563,76'
863.5 I '
PB= PLAT BOOK
DB= DEED 600K \60,
PG= PAGE
R/W= RIGHT OF WAY
PIN= PARCEL IDENTIFICATION NUMBER
RECOVERED BOUNDARY MONUMENT
(SIZE AND TYPE AS NOTED)BOUNDARY MONUMENT SET BY MCABEE
RBS= #4 REBAR W. MCABEE ID CAP SET
SMN5= SURVEY MARKER NAIL SET
BOUNDARY LINE - SUBJECT PROPERTY
(FIELD SURVEYED) BOUNDARY LINE - ADJOINING PROPERTY 560.26
(FIELD SURVEYED)
BOUNDARY LINE - ADJOINING PROPERTY
(COMPOSITE, PLOTTED FROM RECORD
DESCRIPTIONS)
*AREA LIGHT
#4 REBAR, 0.5'A.G.
m
/
/
/
/
PAMELA D. MOORE
PARCEL #: 1201410
DB 856 PG 792
JUDY R. LONG
PARCEL #: 1641304
OB 656 PG 755
NORTH BANK L3 (TIE)
OLD ROAD BED L2
—
�
OLD ROAD
JOHN D. DAULTON
LYNETTE 5. OAULTON
PARCEL #: 1641305
OB 905 PG 5
#4 REBAR, 0.6' A.G.
z �
N
Q
_ — _ _
#4 REBAR, 0,5' A.G.
JOANNE WALLER
PARCEL #: I G36704
DB 550 PG 31 7
TOTAL AREA
OF SURVEY:
2.237 ACRES
STEP5 \
VICINITY MAP
NOT TO SCALE
LINE TABLE
LINE
BEARING
DISTANCE
L I
N 69° 15'01 " E
5 1. 14'
L2
N65°15'01"E
51.91'
L3
N 85° 15'01 " E
51, 65'
876.42'
876.42'
r#4 REBAR, 0.2' B.G.
SPC (NA083-201 1):
52 \ — —
63°5� \
_ — j
— — \ — _ - - -- - -
\
\
_ / i / 876.49'
E= 1, 124, 646. 15'
\
i
\LINE _ -- - _--
72
rn
/
875.47'
SMN5-
o \ SURVEY CONTROL
s� \
O ®®®®
t
(60d NAIL)
EL.: 868.77'
\
SPC (NA083-201 I):
N- 610,540.22'
— — — INV.: 564.3'
OhO
\
\
\\ \
\ E- I,I24,735.23'
\ (SURVEY LOCALIZATION POINT)
ONE<%
g 12^CMP
\
1, J. BARRY WEST, CERTIFY THE FOLLOWING:
0� /
THIS SURVEY IS OF AN EXISTING PARCEL OF LAND AND DOES NOT
ONO / / #C
— 870' _ i
11a `go
7�
CATCH BASIN
CREATE A NEW STREET OR CHANGE AN EXISTING STREET.
°�J
RIM EL.: 570.74'
THIS PLAT WAS DRAWN UNDER MY5UPEPVISIDN FROM AN ACTUAL
O \
\
ONE /� \
INV.: 569.2'
SURVEY PERFORMED UNDER MY SUPERVISION; DEED DESCRIPTION
RECORDED IN BOOK 903 PAGE 307; THAT THE RATIO OF PRECISION AS
Ors O i
CALCULATED BY LATITUDES AND DEPARTURES IS 1: 10,000+ FOR
A03i
� \\ j I I I I I I IILLLi��
TRADITIONAL SURVEYING METHODS; THAT THE GLOBAL POSITIONING
NV.: 862.5'
��� '�N
SYSTEM (GPS) OBSERVATIONS WERE PERFORMED TO THE GE05PATIAL
POSITIONING ACCURACY STANDARDS, PART 2: STANDARDS FOR
\ \
5� \
oC�RO
RKS AT THE
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°N�
=Qe°�D�ESS/��L`/2-y ��
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CLASGEODSIFIICATION�95%CONFIDE USOINGRT NETWORK SOLUTIONS;
THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.5. 47-30
0r0i
_ g _
or
o SEAL $ =
o
o L-4693 $
(F)(1 1)(C I) AS AMENDED. WITNESS MY ORIGINAL SIGNATURE AND SEAL
THIS THE I Oth DAY OF DECEMBER, 2021.
A.G.= ABOVE ADJACENT GRADE 559.33'+ \ \ \ ao i U5 d lGHWAY 64 .
B.G. = BELOW ADJACENT GRADE \ i \ ° �� PUBLIC -ASPHALT 'o , .
ONE / (SEE NOTE #7 REGARDING e
CMP= CORRUGATED METAL PIPE OLD GILBERTTOWN ROAD \ \ _ i v e;� S ,e' L-4693
> DITCHUNE PUBLIC
NOTE #7 ASPHALT (.5R #1539) vn5 �h� ° � / t� \ PUBLIC R/W) /iBgRRYo�����\\\
EL.= ELEVATION ( / \ \ iLLL&
ENC.= ENCROACHMENT PUBLIC RM)
858.5T L
INV.= INVERT ELEVATION °r
onu OVERHEAD UTILITY LINE INV.: 554.9'o /RGi
RCP= REINFORCED CONCRETE PIPE A
z
SIGN oN� / \ �o
SPC= STATE PLANE COORDINATES RBS
6XX.XX'+SPOT ELEVATION (EXISTING GRADE) INV.; 856.2' °
ur TELECOMMUNICATIONS LINE ('BURIED -SEE NOTE BELOW) 858.23'
X UTILITY PAINT MARKING / UTILITY PIN FLAG
,D UTILITY POLE
w WATER LINE (*BURIED - SEE NOTE BELOW)
© WATER METER
►� WATER VALVE
*NOTE: BURIED UTILITIES ARE SHOWN HEREON PER MARKINGS
IN THE FIELD AT TIME OF THE SURVEY AND ARE SHOWN
SOLELY BASED ON THIS INFORMATION.
h�
0
858.61 '
556. 14' SCALE: I " = 50'
50, 25' 0 50, 100' 150,
GLOBAL POSITIONING SYSTEM CERTIFICATION
1, J. BARRY WEST, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER I, J. BARRY WEST, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY
MY SUPERVISION FROM AN ACTUAL TOPOGRAPHICAL GROUND SURVEY SUPERVISION DM E A ACTUAL GPS SURVEY MADE UNDER MY
PERFORMED UNDER MY SUPERVISION; THAT THIS TOPOGRAPHICAL SUPERVISION AND THE FOLLOWING INFORMATION WAS USED TO PERFORM
THE SURVEY:
GROUND SURVEY WAS PERFORMED TO MEET NATIONAL MAP ACCURACY
STANDARDS AS APPLICABLE; THAT THE ORIGINAL DATA WAS OBTAINED 1) CLASS OF SURVEY: CLASS A SURVEY
ON 1210212021 ; AND THAT ALL COORDINATES ARE LOCALIZED GROUND 2) POSITIONAL ACCURACY (95% CONFIDENCE): 0.008' HORIZONTAL
O.O 14' VERTICAL
COORDINATES BASED ON THE NORTH AMERICAN DATUM (NAD83-201 1).
3) TYPE OF GPS FIELD PROCEDURE: RTK NETWORK SOLUTIONS
WITNESS MY ORIGINAL SIGNATURE AND SEAL THIS THE I Oth DAY OF
— USING A SPECTRA PROMARK 700
DECEMBER, 2021 . DUAL FREQUENCY RECEIVER
4) DATE OF SURVEY: 1210212021
5) DATUM / EPOCH: NAD53 / EPOCH 201 1
L-4693 6) PUBLISHED / FIXED CONTROL USED: N/A - VRS RTN
7) GEOID MODEL: 20125
5) COMBINED GRID FACTOR: 0.999539025
9) UNITS: US SURVEY FEET
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