SW3230901_Plansheet - C-2.4 Other_20240409 (5)

z
Ine
Lu OQN
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 "' O w v N
61 10 z � z � .
z wm � Co M
GRADE BREAK STA =0+00.00 w V F- o
ELEV= 598.70 Z
L u ® cQ Q
PVI STA:0+54.19 J N z
PVI ELEV:598.84
HIGH PT STA:0+60.36 Q
HIGH PT ELEV:598.69 L u
K:14.00
LVC:43.12
v m C� LOW PT STA:4+97.50
cv Ca «i od LOW PT ELEV:594.15
+ Lo + Lo PVI STA:4+96.07
U Q) V PVI ELEV.593.98 I l l l l l t
m I-u EX. GRADE RT CAR
U U K.30.00
60 o m ui LVC:63.13 00 O
1.98/ EX. GRADE C/L Q) Co M o �/1 FESS/0 ., 7i
M CO CM CO A.
o EX. GRADE LT N
SEAL =
04550
410% - m w w
GRADE BREAK STA = 0+27 000 m Z_ \
24"R P 1.00%
ELEV= 598.30 -1 ��'�� yFVV IC K��G
PROP. GRADE CIL V ///'t t l l l l l l 1�� \
�4/09/2024
59 30"RCP IV 90
z
Lu
o w w
z z
Lu 58 85 o w
U U U U U U U U U U U U U U Q D U 0 o 0 0
W u7 N N O M z z q'$ CL
cOo oM6 rl co v cod O Z O Q m 2 Co
rn rn rn rn m rn rn rn rn rn rn rn rn rn U Q U
Lo V) L Q) Lo Lo o Lo o Lo cn Lo cn z z
p p
O p OW�
1+00 2+00 3+00 4+00 5+00 6+00 7+00 cm Co cm n n CL cm Co Co
n
w w w Lu w w w
j C) C) C) C) 1
�
< Q Q
VERTICAL m Y m Q QCo Co Co Co
Q m m
N SCALE
( IN FEET ) o 'Cm N o o
ZL 1 inch = 4' ft.
0 0 0 0 0 0 0
0
o� Y_ Ca 'I M Lo (fl I� 0)
F 00
� Lo
XQ8+
594
v ° §� O J
rn
01 ° 3:1 L U
uV
LOT:7 I LOT:8 u 77
40 020 s ft ,' l 40,020 sq ft \ L
T
. q / 0.92 ac LLo
I z TREE SAVE AREA rn O f�
y96 0.92 ac
Lr
3.63 AC
o � L
PROP. WELL, ryO� f77►
xI� \ TYP. O U W L
o �� J
40,002 sq ft R=230.00
0.92 ac L=36.96 1
I - - u�
- s C zz O
DELTA=9°12'29" 599 J
o S61°10'W + 1 /`
\No _ + �� tn
CHORD DIST:36.92� 595 - - - -
°\ x + BEGIN C/A - w 592
STA 0+30.00 CD
5g5 4+00 0 5+00 LP:4+97.50 - 6+00 - S71°05'50"W 557.44' 7+00 8+00 z
rd Iv
d \ � i + 49'OF 30"RCP IV @ 0.51%
yo d 10'X70' n 597 / 3+00
6 2 SIGHT TRIANGLE -
�i 595
6°33'23"W
I o S5
2+00
60'OF 24"CLASS 4 RCP @ 1.00% INV:595.0o' ' 595
598 /�' ' j 598 O Y O
HWY 601 STA 0+00.00= ti 1+00 _ / R=230.00
BAYLOR GROVE RD STA 0+00.00 0 147.20'
� S65°45'52 W 591 m w
.: DELTA=14°3- p m
CHORD DIST:58.21 I I Q = m
W 50'TAPER �y U o
co W U 0C
� LIMITS OF FIELD _ _ I ' '
595.60' PROP. DRIVEWAY TO BE SURVEYED TOPO i ��/ \ \ LOT:21 LOT:20 LOT: 19
47,695 sq ft I W o
Q LLI INV' °_ / 42,797 sq ft o
\ Q J i � tio, ASPHALT OR CONCRETE / 42,055 sq ft 0.98 ac � - _ _ _ _ 1 09 ac N
5 > R30' 600 I 0.97 ac
END C/A UP TO SETBACK(MIN.) LOT: 1 / I I I N
cr- v STA-0+30.00 76,819 sq ft /
z 1 1 y 1.76 ac \ f 11 Y cfl
`.J N
10'X70' o. / m
O
o
U = SIGHT TRIANGLE a / / \ + z O
0
C.
rno '`'off _ J
o W O
M > C/)
M v 5O. p Q
c�
EX. NCDOT PERMANENT I N w a
I
UTILITY EASEMENT
GRAPHIC SCALE Sheet
0 40' 80'
( IN FEET ) C-2. 4
1 inch = 40 ft.