20231653 Ver 1_BastianSitePlan.Profiles_20231202

,ED OR
=MENTS
TONING
OR
WIN ON
RELIED
IITHOUT
IS.
REFERENCE
GIN WORK.
00
Course
Bearing
Distance
L1
N 34.07 34 W
52.42
L2
N 75'43 48 W
25.59
L3
N 41'08 30 E
14.25
L4
N 02'0418 W
51.77
L5
S 07'51 11 E
36.93
F. HARGRO
DB 1956-61
30
R
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771
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L2 PB 13-24
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760' CONTOUR
FIELD SHOT 12-28-21
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REBAR
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\#4
Curve Radius Length
Chord Chord Bear.
A l
C 1
525.00
154.37
153.82
S 16.15 44 E
A A
MISHELL
I
1
BEING LOT
COTTON
I
LEGEND:
CATAWBA SPRINGS
793.02'
jj4 REBAR
I
BOUNDARY LINE
SANITARY SEWER LINE
S
NATURAL GAS LINE
D E D M
UNDERGROUND POWER
I
OVERHEAD UTILITIES
UNDERGROUND TELEPHONE
CHUC
WATER LINE
FENCE (TYPE NOTED)
ROBEP
O
I
CP = COMPUTED POINT (UNMARKED)
3704 N
R/W = RIGHT—OF—WAY
PAVEMENTA E/P EDGE OF
P.O. BON
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CERTIFY THAT T1
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rn
FROM AN ACTUAL
SUPERVISION DB :
THAT BOUNDARIES
y
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DB PG ; THAT 1
\ 33
1:10000; THAT TH
779A 1
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OF THE STANDARC
NCAC56.1600), WI'
SIGNATURE THI�3
A
PROFESSIONAL LA
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#4 REBAR
SURV. BY: JR
59'
785.40'
1
VICINITY MA
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Proposed Segmental
Ret tining Wal\
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atched Area Represents
Fill Area
0
P
BUl
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C
40 0
40 80 120
SITE
GRAPHIC SCALE —
FEET