Add Info Received 20240510 - 2024-05-08 Herron-L4 stormwater

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3/4" RBC
"SMITH"
3/4" IPC - 0.4' AG
"SMITH & SMITH"
3/4" IPC - 0.1' AG
"SMITH & SMITH"
3/4" IPC
"SMITH & SMITH"
5/8" RBC - 0.8' AG
"REESE"
1/2" RBF AT BASE
(BENT)
3/4" IPC AT BASE
(BENT)
3/4" IPC AT TOP
ILLEGIBLE
(BENT)
1" IPC - 0.5' AG
"SMITH"
0.3' AG
SIGN
0.3' BG
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PERMANENT DRAINAGE EASEMENT TRACT III
PER D.B. 3332, P. 351
AS SHOWN ON STATE HIGHWAY PLANS
PROJECT NUMBER 8.1844401 ID#: U-3403C
36
"

C
P
P
CONCRETE
HEADWALL
INV: 2,054.74'
INV: 2,054.37'
SSMH
RIM: 2,073.66'
INV: 2,060.3'
SSMH
RIM: 2,071.51'
IN (A): 2,061.9'
IN (B): 2,061.6'
OUT: 2,061.6'
SSMH
RIM: 2,077.09'
IN: 2,067.2'
OUT: 2,067.0'
W O O D E D
A R E A
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4
4
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4
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2,085'
2,090'
2,095'
2,10
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2,105'
2,11
0
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2,115
'
2,120'
2,12
5
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2,1
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2,110'
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INV: 2,061.4'
INV: 2,063.3'
INV: 2,061.1'
12" R
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GAS
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4
"

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P1
P2
P3
P4
P5
P
6
P7
P8
P9
P1
0
P
1
1
P
1
2
P1
3
P14
P
1
5
P16
P17
P18
P1
9
P20
P21
P
2
2
P
2
5
P
2
6
P
2
7
P
2
8
P29
P30
P3
1
P3
2
3/4" IPC IN
CHERRY TREE
(BENT)
ASP
H
A
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T

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A
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M
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EM
CURB INLET
GR: 2,073.93'
INV:2,070.5'
(FILLED WITH SEDIMENT)
CURB INLET
GR: 2,070.72'
INV: 2,066.2'
(FILLED WITH SEDIMENT)
PERMANENT DRAINAGE EASEMENT TRACT II
PER D.B. 3332, P. 351
AS SHOWN ON STATE HIGHWAY PLANS
PROJECT NUMBER 8.1844401 ID#: U-3403C
POTENTIAL UNDERGROUND
STREAM IN THIS AREA
TDP
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3/4" IPC - ILLEGIBLE
(DISTURBED)
1/2" RBF FOUND 1.3±
NORTHWEST OF LINE
(DISTURBED, NOT HELD)
SSMH
RIM: 2,079.75'
(SEALED)
SSMH
RIM: 2,070.41'
IN: 2,064.9'
OUT: 2,064.6'
SSMH
RIM: 2,067.03'
IN: 2,063.3'
OUT: 2,063.1'
SS
SS
1
5
"

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2
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0
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2
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0
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0
'
2,065
'
SSMH
RIM: 2,084.39'
15
"

C
P
P
15" CPP
15"

R
C
P
INV: 2,068.2'
PERMANENT DRAINAGE EASEMENT TRACT I
PER D.B. 3332, P. 351
AS SHOWN ON STATE HIGHWAY PLANS
PROJECT NUMBER 8.1844401 ID#: U-3403C
8
"

R
C
P
8" R
C
P
8" R
C
P
8"
P
V
C
8"
P
V
C
8" PV
C
CURB INLET
GR: 2,082.41'
INV: 2,079.1'
OUT: 2,077.8'
CURB INLET
GR: 2,066.81'
INV: 2,060.9'
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
6"
W
A
T
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SSMH
RIM: 2,096.73'
IN: 2,089.7'
OUT: 2,089.3'
TBM = 2,103.28'
TBM = 2,082.93'
TBM = 2,121.58'
CONCRETE BOX CULVERT 12'± WIDE X 7.5'± HIGH
SIGN
3/4" RBC - 0.3' AG
"SMITH"
962681218700000
WILLIAM R. & GINA J. PRESSLEY
D.B. 3921, P. 689
962680156100000
WALTER N. & BETSY WATTS
D.B. 2241, P. 898
P.B. 152, P. 103
962680156100000
WALTER N. & BETSY WATTS
D.B. 2241, P. 898
P.B. 152, P. 103
962680156100000
WALTER N. & BETSY WATTS
D.B. 2241, P. 898
P.B. 152, P. 103
G
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962670795900000
TED TILSON WELLS
D.B. 1816, P. 116
P.B. 63, P. 139
962671728500000
SAMUEL D. COOK HEIRS
D.B. 792, P. 416
962681038400000
SHIRLEY ALISCH TERRY
RICHARD EDDIE WILSON JR.
D.B. 4939, P. 1828
P.B. 65, P. 81
45' RIGHT-OF-WAY
PER D.B. 1875, P. 143
SSMH
RIM: 2,106.79'
IN: 2,096.3'
OUT: 2,096.2'
3/4" RBC - 0.4' BG
"REESE"
AT TOP 1.1' AG
(LEANING)
0.7' AG
2" OIP - 0.8' AG
N:660,762.61', E:927,921.09'
NAD83 (2011)
MB x4
3/4" RBC - 0.2' BG
"REESE"
3/4" RBC - 0.1' AG
"REESE"
SINK HOLE
1" IPF IN PVC
P23
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2
4
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Z O N E D - N S
N E I G H B O R H O O D S E R V I C E D I S T R I C T
15" R
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BOUNDARY
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(B)
INV:
2
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.
9
'
15" RC
P
CURB INLET
GR: 2,065.97'
INV: 2,061.8'
N
1
5
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T
R
I
B
U
T
I
O
N

E
A
S
E
M
E
N
T
P
E
R

D
.
B
.

4
3
3
0
,

P
.

3
3
8
CURB INLET
GR: 2,068.80'
IN: 2,063.4'
OUT: 2,063.3'
(FILLED WITH SEDIMENT)
B

R

E

V

A

R

D

R

O

A

D

-

N

.

C

.

1

9

1
P
U
B
L
I
C

F
E
E
-
S
I
M
P
L
E

R
I
G
H
T
-
O
F
-
W
A
Y

P
E
R

D
.
B
.

3
3
3
2
,

P
.

3
5
1
N
.
C
.
D
.
O
.
T
.

P
R
O
J
E
C
T

R
E
F
E
R
E
N
C
E

#

U
-
3
4
0
3
C

-

8
.
1
8
4
4
4
0
1
A
S
P
H
A
L
T

P
A
V
E
M
E
N
T
INV: 2,066.9'
1
8
"

R
C
P
18" R
C
P
DROP INLET
GR: 2,075.77'
INV: 2,072.3'
HIGH TENSION
POWER LINE TOWER
HIGH TENSION
POWER LINE PYLON
1/2" OIP AT BASE
(BENT)
HIGH TENSION
POWER LINE PYLON
HIGH TENSION
POWER LINE PYLON
18" C
M
P
FOM
F R

E

M

O

N

T

R

O

A

D
PUB
L
I
C

R
I
G
H
T
-
O
F
-
W
A
Y
ASPH
A
L
T

P
A
V
E
M
E
N
T
D
R

Y

F

E

R

R

Y

R

O

A

D
PU
B
L
I
C

R
I
G
H
T
-
O
F
-
W
A
Y
AS
P
H
A
L
T

P
A
V
E
M
E
N
T
18" R
C
P
E
D
G
E

O
F

A
S
P
H
A
L
T

P
A
V
E
M
E
N
T
TOTAL AREA
7.46±ACRES
SWMH
RIM: 2,083.11'
INV: 2,077.2'
OUT: 2,077.2'
L4
AS
S
O
C
I
A
T
E
S
LA
N
D
S
C
A
P
E

A
R
C
H
I
T
E
C
T
S
&
L
A
N
D

P
L
A
N
N
E
R
S
DE
S
I
G
N
Fa
x
:
8
2
8
-
2
7
7
-
7
4
1
3
12
9
3

H
e
n
d
e
r
s
o
n
v
i
l
l
e

R
o
a
d
As
h
e
v
i
l
l
e
,

N
C

2
8
8
0
3
Su
i
t
e

2
1
82
8
-
2
7
7
-
7
4
1
0
Stormwater
Plan
He
r
r
o
n

P
r
o
p
e
r
t
y
14
3
1

B
r
e
v
a
r
d

R
o
a
d
Bu
n
c
o
m
b
e

C
o
u
n
t
y
,

N
C
-
11/20/2023