HomeMy WebLinkAboutPlan Set 11-20R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
21+00 22+00 23+00 24+00 25+00 26+00
BP: 0+00.00
EP: 1+66.04
RB Z
2
RB
Z
2
RB
Z
2
RB Z2
RB Z2
(RPW) RELATIVELY PERMANENT WATER (TYP)
PROP. BUSINESS PARK ROAD
CENTER LINE
EXISTING TIMBER DRIVE
(GRAVEL / SOIL)
27262524
2425262728
29
29
28272625
25262728
28
28
28
R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W
LOD
/
T
C
E
LOD/TCE LOD/TCE
LOD/TCE
LOD/TCE
LO
D
/
T
C
E
LOD/TCE
LOD
/
T
C
E
LOD/TCE
LOD/
T
C
E
LO
D
LO
D
LO
D
LOD
LO
D
26+00 27+00
RB Z2
R
B
Z
2
R
B
Z
2
RB
Z
2
RB
Z
2
10
0
'
F
U
T
U
R
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R
I
G
H
T
-
O
F
-
W
A
Y
MB
:
7
2
P
G
:
3
5
7
EXISTING TIMBER DRIVE
(GRAVEL / SOIL)
(RPW) RELATIVELY PERMANENT WATER (TYP)
PROP. BUSINESS PARK ROAD
CENTER LINE
2829
29
2827
262524
24252627
28
28
272625
252627
28
27
28
2
8
2
7
2
6
2
6
2
7
2
8
2
9
3
0
3
0
3
0
50'
WETLAND
BOUNDARY
T:
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LVL
MMS
AMW
C-1.03
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINAL
DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
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-
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2
3
(9
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2
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MA
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0
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5
0
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0
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0 10'20'40'
SCALE: 1"=20'
HORZ.
MA
T
C
H
L
I
N
E
-
2
6
+
0
0
.
0
0
NOTE:
TREE CLEARING AND GRUBBING LIMITS SHALL BE INSIDE THE LOD LINE.
MA
T
C
H
L
I
N
E
-
2
6
+
0
0
.
0
0
50
'
TREE LINE TO BE REMOVED
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL
UP
E
X
.
1
0
0
'
N
C
D
O
T
R
.
O
.
W
HOLLY SHELTER ROADCENTER LINE
EX. EDGE OF PAVEMENT (TYP)
30' PERMANENT
DRAINAGE EASEMENT
HOLLY SHELTER ROAD
(SR-1002)
PD
E
PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDELO
D
/
T
C
E
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
LO
D
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
27 27 28
29
30
28
29
28 27 26
26 27 28
29
282726
26
28
27
29
30
2828
29
30
30
292827262627 28
29
29
5'
TEMPORARY CONSTRUCTION
EASEMENT
N224515.11
E2347019.68 0+00 1+00 2+00 3+00 4+00 5+00
30
29
28
27
26
26
27
28
29
30
END TAPER
STA: 4+00.00
OFST: 34.00' (RT)
BEGIN TAPER
STA: 0+00.00
OFST: 13.89' (RT)
16" WATER MAIN
(BY OTHERS)
PROP. HOLLY SHELTER ROAD
IMPROVEMENTS
SEE C-400 SHEETS FOR
ROADWAY MARKING PLAN
30
29
28
27
26
26
27
28
29
30
29
28
27
2626
27
28
29
24
26
28
30
32
34
36
38
24
26
28
30
32
34
36
38
-0+20 0+00 1+00 2+00 3+00 4+00 5+00
0.15%
-0.01%-0.02%
0.29%-0.32%
DITCH C/L
EXISTING GRADE @ C/L OF HOLLY SHELTER RD
T:
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6
:
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0
0
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0
0
-
5
+
0
0
.
0
0
0 10'20'40'
SCALE: 1"=20'
HORZ.
LVL
MMS
AMW
C-2.00
MA
T
C
H
L
I
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E
-
5
+
0
0
.
0
0
0'
1'
2'
SCALE:
1"=2'
VERT.
R
Know what's below. Call before you dig.
NORTH CAROLINA ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE
DIGGING www.ncocc.org
EASEMENT LEGEND
LIMITS OF CONSTRUCTION / TEMPORARY CONSTRUCTION EASEMENT
PUBLIC DRAINAGE EASEMENT
PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT
PERMANENT UTILITY EASEMENT
LIMITS OF DISTURBANCE
PDE
PUE
LOD
PUE/PAE
LOD/TCE
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINAL
DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
NO
R
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(9
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ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINAL
DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
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2
7
6
0
3
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2
3
(9
1
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)
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2
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-
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5
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c
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N
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:
F
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1
1
5
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINAL
DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
NO
R
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C
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12
0
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a
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· R
a
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e
i
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h
,
N
C
2
7
6
0
3
-
1
4
2
3
(9
1
9
)
8
2
8
-
0
5
3
1
· t
h
e
w
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e
n
c
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m
p
a
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y
.
c
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m
Li
c
e
n
s
e
N
u
m
b
e
r
:
F
-
0
1
1
5
24
26
28
30
32
34
36
38
24
26
28
30
32
34
36
38
5+00 6+00 7+00 8+00 9+00 9+20
0.15%
-0.15%
-0.16%-0.08%-0.06%
DITCH C/L
EXISTING GRADE @ C/L OF HOLLY SHELTER RD
FOC FOC FOC FOC FOC FOC FOC FOC
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL
FM
FM
FM
HOLLY SHELTER ROADCENTER LINE
EX. EDGE OF PAVEMENT (TYP)
HOLLY SHELTER ROAD
(SR-1002)
LO
D
/
T
C
E
LO
D
/
T
C
E
LO
D
/
T
C
E
PDE PDE PDE PDE PDE PDE PDE PDE PDE
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
PU
E
/
P
A
E
PU
E
/
P
A
E
PU
E
/
P
A
E
PU
E
PU
E
PU
E
PU
E
/
P
A
E
PU
E
/
P
A
E
PU
E
/
P
A
E
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
28
28
29
30
30
27 28
2726
26
29
28
2726
2628
29
28
29
29
28
27
26
26
30' PERMANENT
DRAINAGE EASEMENT
5'
LIMITS OF DISTURBANCE / TEMPORARY
CONSTRUCTION EASEMENT (TYP)
TEMPORARY CONSTRUCTION
EASEMENT
9+60.77
5+00 6+00 7+00 8+00 9+00
0+
0
0
1+
0
0
BP: 0+00.00
W
FM
FM
LP: 1+00.55
W
0+
0
0
1+
0
0
E
E
E
E
E
E
E
E
N224847.15
E2347859.54
100' FUTURE RIGHT-OF-WAY
MB:72 PG:357
E
X
.
1
0
0
'
N
C
D
O
T
R
.
O
.
W
EX
I
S
T
I
N
G
T
I
M
B
E
R
D
R
I
V
E
(G
R
A
V
E
L
/
S
O
I
L
)
PT
STA: 1+00.19
OFST: 17.50' (RT)
PT
STA: 0+90.00
OFST: -29.50' (LT)
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
16
"
C
-
9
0
0
D
R
1
8
W
A
T
E
R
M
A
I
N
29
2
9
303132
PC
STA: 7+22.79
OFST: 34.00' (RT)
PC
STA: 9+03.01
OFST: 24.02' (RT)
12
"
C
-
9
0
0
D
R
1
8
F
O
R
C
E
M
A
I
N
16" WATER MAIN
(BY OTHERS)
PROP. HOLLY SHELTER ROAD
IMPROVEMENTS
30
28
2626
28
29
27
27
29
28
27
27
28 28
27
27
28
28
29
28 27
26
26
27
28
30
27
2
9
29
29
29
T:
\
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d
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4
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11
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5
6
:
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P
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-
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0
0
.
0
0
-
9
+
0
3
.
1
3
LVL
MMS
AMW
C-2.01
0 10'20'40'
SCALE: 1"=20'
HORZ.0'
1'
2'
SCALE:
1"=2'
VERT.
R
Know what's below. Call before you dig.
NORTH CAROLINA ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE
DIGGING www.ncocc.org
MA
T
C
H
L
I
N
E
-
5
+
0
0
.
0
0
INTERSECTION:
HOLLY SHELTER RD -
PROPOSED BUSINESS ROAD
N224812.50
E2347770.62SEE C-400 SHEETS FOR
ROADWAY MARKING PLAN
SEE SHEET C-3.00 FOR TIE IN
SEE SHEET C-3.00 FOR TIE IN
(RPW) RELATIVELY PERMANENT WATER (TYP)
25' PERMANENT
UTILITY & ACCESS
EASEMENT10'
25' PERMANENT
UTILITY & ACCESS
EASEMENT
10' PERMANENT
UTILITY EASEMENT
EASEMENT LEGEND
LIMITS OF CONSTRUCTION / TEMPORARY CONSTRUCTION EASEMENT
PUBLIC DRAINAGE EASEMENT
PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT
PERMANENT UTILITY EASEMENT
LIMITS OF DISTURBANCE
PDE
PUE
LOD
PUE/PAE
LOD/TCE
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINAL
DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
NO
R
T
H
C
A
R
O
L
I
N
A
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
NE
W
H
A
N
O
V
E
R
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N
T
Y
HO
L
L
Y
S
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B
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E
S
S
P
A
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K
-
P
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A
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1
RE
V
I
S
I
O
N
S
12
0
N
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t
h
B
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y
l
a
n
A
v
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n
u
e
· R
a
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e
i
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h
,
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C
2
7
6
0
3
-
1
4
2
3
(9
1
9
)
8
2
8
-
0
5
3
1
· t
h
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w
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:
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-
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1
1
5
NOTE:
1.SEE C-3.00 SHEETS FOR UTILITY PLAN AND PROFILE.
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
WL
WL
WL
WL
WL
WL
WL
FMFMFM
EXISTING TIMBER DRIVE
(GRAVEL / SOIL)
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
PD
E
PD
E
PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE
PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE
PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE
LO
D
LO
D
LO
D
LO
D
LO
D
2
8
2
8
29
30
2
9
2
8
27
26
26
2
8
28
10
0
'
F
U
T
U
R
E
R
I
G
H
T
-
O
F
-
W
A
Y
MB
:
7
2
P
G
:
3
5
7
8+
0
0
9+
0
0
0+00 1+00 2+00
3+00 4+00 5+00
BP
:
0
+
0
0
.
0
0
PI
:
1
+
9
8
.
7
8
PI
:
2
+
2
5
.
2
5
PI
:
3
+
0
0
.
5
3
W
W W W W W
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
LP
:
1
+
0
0
.
5
5
HP
:
2
+
6
3
.
3
4
W W W
2
9
28
2
7
2
6
2
8
30
0+00 1+00 2+00
3+00
4+00
5+00
E E E E E E E E E E E E E E E E E E
E E E E E E E E E E E E E E E E E E
W W W
10
0
'
F
U
T
U
R
E
R
I
G
H
T
-
O
F
-
W
A
Y
MB
:
7
2
P
G
:
3
5
7
EXISTING TIMBER DRIVE
(GRAVEL / SOIL)
12
'
12
'
12
'
PT
STA: 1+00.19
OFST: 17.50' (RT)
PT
STA: 0+90.00
OFST: -29.50' (LT)
MEDIAN START
STA: 2+24.50
OFST: 0.00' ()
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
16" C-900 DR18 WATER MAIN
282
7
2
6
2
6
2
7
2
8 2
8
28
2725
25262728
30
2
9
30
29
28 27 26 2524
2425262728
27 26
26 27 28 29
282726 25
252627282828
2
9
29
303132
PC
PC
STA: 9+03.01
OFST: 24.02' (RT)
12" C-900 DR18 FORCE MAIN
PROP. BUSINESS PARK ROAD
SEE C-400 SHEETS FOR
ROADWAY MARKING PLAN
EDGE OF PAVEMENT
(RPW) RELATIVELY PERMANENT WATER (TYP)
GRASSED MEDIAN
28
27 27
28
28
27
27
28
28
2
9
2
8
27
26
26
27
28
30
28
28
27
29
29
2
7
27
29
29
29
28 28 29
28
2929
28 28
29
30
30
29
29
29
29
30
30
28
18
20
22
24
26
28
30
32
34
36
38
18
20
22
24
26
28
30
32
34
36
38
-0+20 0+00 1+00 2+00 3+00 4+00 5+00 5+50
R.
O
.
W
0.15%
1.57%
0.46%
0.40%
1.03%
0.41%
EX. GRADE
GR
A
D
E
B
R
E
A
K
ST
A
:
0
+
0
0
.
0
0
EL
E
V
:
3
0
.
1
0
5
GR
A
D
E
B
R
E
A
K
ST
A
:
0
+
3
0
.
0
0
EL
E
V
:
2
9
.
5
0
6
-1.04%1.02%
-2.00%
PVI STA: 2+42.75
PVI ELEV: 30.23
K: 45.00
50.59 VC
2+
1
7
.
4
5
29
.
9
7
2+
6
8
.
0
4
30
.
2
0
PVI STA: 0+99.99
PVI ELEV: 28.78
K: 45.00
92.89 VC
0+
5
3
.
5
5
29
.
2
6
1+
4
6
.
4
3
29
.
2
5
16" C-900 DR18 WATER MAIN
12" C-900 DR18 FORCE MAIN
4'
M
I
N
.
16" WATER MAIN
(BY OTHERS)
12" FORCE MAIN -
MAINTAIN MIN. 4' OF COVER FROM
PROPOSED GRADE ABOVE PIPE.
SEE ROADWAY CROSS SECTIONS AND
UTILITY PLAN AND PROFILE SHEETS.
16" WATER MAIN -
MAINTAIN MIN. 4' OF COVER FROM
PROPOSED GRADE ABOVE PIPE.
SEE ROADWAY CROSS SECTIONS AND
UTILITY PLAN AND PROFILE SHEETS.
DITCH C/L (W)
DITCH C/L (E)
PROP. GRADE @ C/L OF ROADWAY -0.10%
12" FORCE MAIN
(BY OTHERS)
T:
\
S
h
a
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e
d
\
P
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-
3
5
1
4
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B
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3
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2
.
0
0
.
d
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g
MS
O
R
R
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T
I
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O
11
/
6
/
2
0
2
5
6
:
0
7
P
M
PR
O
P
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S
E
D
P
L
A
N
&
P
R
O
F
I
L
E
-
0
+
0
0
.
0
0
-
5
+
5
0
.
0
0
LVL
MMS
AMW
C-2.02
MA
T
C
H
L
I
N
E
-
5
+
5
0
.
0
0
0 10'20'40'
SCALE: 1"=20'
HORZ.0'
1'
2'
SCALE:
1"=2'
VERT.
R
Know what's below. Call before you dig.
NORTH CAROLINA ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE
DIGGING www.ncocc.org
SEE C-3.00 SHEETS FOR
UTILITY PLAN AND PROFILES
16" WATER MAIN
(BY OTHERS)
NOTES:
1. SEE C-3.00 SHEETS FOR UTILITY PLAN AND PROFILE.
2. IDENTIFICATION SIGNING OR LANDSCAPE VEGETATION
WITHIN THE MEDIAN AND THE SIGHT DISTANCE
TRIANGLE MUST NOT OBSTRUCT THE DRIVERS LINE OF
SIGHT NO LANDSCAPING OR SIGNING WILL BE
ALLOWED TO EXCEED 42" IN HEIGHT, MEASURED FROM
EDGE OF PAVEMENT WITHIN THE MEDIAN OR SIGHT TRIANGLE.
EASEMENT LEGEND
TEMPORARY CONSTRUCTION EASEMENT
PUBLIC DRAINAGE EASEMENT
PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT
PERMANENT UTILITY EASEMENT
LIMITS OF DISTURBANCE
TCE
PDE
PUE
LOD
PUE/PAE
25
'
P
E
R
M
A
N
E
N
T
UT
I
L
I
T
Y
&
A
C
C
E
S
S
EA
S
E
M
E
N
T
10
'
25
'
P
E
R
M
A
N
E
N
T
UT
I
L
I
T
Y
&
A
C
C
E
S
S
EA
S
E
M
E
N
T
10
'
TEMPORARY CONSTRUCTION
EASEMENT
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINAL
DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
NO
R
T
H
C
A
R
O
L
I
N
A
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
HO
L
L
Y
S
H
E
L
T
E
R
B
U
S
I
N
E
S
S
P
A
R
K
-
P
H
A
S
E
1
RE
V
I
S
I
O
N
S
12
0
N
o
r
t
h
B
o
y
l
a
n
A
v
e
n
u
e
· R
a
l
e
i
g
h
,
N
C
2
7
6
0
3
-
1
4
2
3
(9
1
9
)
8
2
8
-
0
5
3
1
· t
h
e
w
o
o
t
e
n
c
o
m
p
a
n
y
.
c
o
m
Li
c
e
n
s
e
N
u
m
b
e
r
:
F
-
0
1
1
5
SEE C-3.00 SHEETS FOR
UTILITY PLAN AND PROFILES
20
22
24
26
28
30
32
34
36
20
22
24
26
28
30
32
34
36
5+50 6+00 7+00 8+00 9+00 9+50
0.46%
EX. GRADE
-0.10%
0.40%
12" C-900 DR18 FORCE MAIN
4'
M
I
N
.
DITCH C/L (W)
DITCH C/L (E)
PROP. GRADE @ C/L OF ROADWAY
16" C-900 DR18 WATER MAIN
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE
PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE
PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE
6+00 7+00 8+00 9+00
W W W W W W
FM FM FM FM FM FM FM FM FM FM FM FM FM FM
W W W
5+00
6+00
7+00
8+00
E E E E E E E E E E E E E E
E E E E E E E E E E E E E E
W W W W W
12" C-900 DR18 FORCE MAIN
10
0
'
F
U
T
U
R
E
R
I
G
H
T
-
O
F
-
W
A
Y
MB
:
7
2
P
G
:
3
5
7
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
16" C-900 DR18 WATER MAIN
28
29
28
28
28272625 2424
2526272829
30
30
29
282726 25252627
2929 3031
SEE C-400 SHEETS FOR
ROADWAY MARKING PLAN
(RPW) RELATIVELY PERMANENT WATER (TYP)
GRASSED MEDIAN
PROP. BUSINESS PARK ROAD EDGE OF PAVEMENT
28
27
26
26
27
28
29
29
28
27
26
26
27
28
28
2929
28
29
29
28
2727
28
29
29
28
27
27
28
29
29
T:
\
S
h
a
r
e
d
\
P
r
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c
t
s
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_
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_
C
o
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y
-
3
5
1
4
\
A
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y
S
h
e
l
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r
B
u
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n
e
s
s
\
_
C
A
D
D
\
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t
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t
s
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3
5
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4
-
C
-
2
.
0
0
.
d
w
g
MS
O
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R
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T
I
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O
11
/
6
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2
0
2
5
6
:
0
7
P
M
PR
O
P
O
S
E
D
P
L
A
N
&
P
R
O
F
I
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E
-
5
+
5
0
.
0
0
-
9
+
5
0
.
0
0
LVL
MMS
AMW
C-2.03
MA
T
C
H
L
I
N
E
-
5
+
5
0
.
0
0
MA
T
C
H
L
I
N
E
-
9
+
5
0
.
0
0
0 10'20'40'
SCALE: 1"=20'
HORZ.0'
1'
2'
SCALE:
1"=2'
VERT.
R
Know what's below. Call before you dig.
NORTH CAROLINA ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE
DIGGING www.ncocc.org
EASEMENT LEGEND
TEMPORARY CONSTRUCTION EASEMENT
PUBLIC DRAINAGE EASEMENT
PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT
PERMANENT UTILITY EASEMENT
LIMITS OF DISTURBANCE
TCE
PDE
PUE
LOD
PUE/PAE
25
'
P
E
R
M
A
N
E
N
T
UT
I
L
I
T
Y
&
A
C
C
E
S
S
EA
S
E
M
E
N
T
10
'
25
'
P
E
R
M
A
N
E
N
T
UT
I
L
I
T
Y
&
A
C
C
E
S
S
EA
S
E
M
E
N
T
10
'
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINAL
DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
NO
R
T
H
C
A
R
O
L
I
N
A
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
NE
W
H
A
N
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L
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B
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S
S
P
A
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K
-
P
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A
S
E
1
RE
V
I
S
I
O
N
S
12
0
N
o
r
t
h
B
o
y
l
a
n
A
v
e
n
u
e
· R
a
l
e
i
g
h
,
N
C
2
7
6
0
3
-
1
4
2
3
(9
1
9
)
8
2
8
-
0
5
3
1
· t
h
e
w
o
o
t
e
n
c
o
m
p
a
n
y
.
c
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m
Li
c
e
n
s
e
N
u
m
b
e
r
:
F
-
0
1
1
5
NOTE:
1.SEE C-3.00 SHEETS FOR UTILITY PLAN AND PROFILE.
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
EXISTING TIMBER DRIVE
(GRAVEL / SOIL)
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
LO
D
/
T
C
E
LOD/TCE LOD/TCE LOD/TCE LOD/TCE
PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE
PU
E
PU
E
PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE
PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE
PDE PDE PDE
PDE PDE PDE PDE
12
'
12
'
10+00 11+00 12+00 13+00 14+00 15+00
W
W W
FM
FM
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W W W W W
W
W W WW
LP
:
1
2
+
3
9
.
2
5
SS
SS
0+
0
0
0+
9
8
.
8
1
E E E E E E E E E E E E E E E E E E E E
E E E E E E E E E E E E E E E E E E E E
W
W
W
W
W
0+
0
0
SSSSSSSSSS
W
W
F
M
FM FM FM FM FM FM
12
"
C
-
9
0
0
D
R
1
8
F
O
R
C
E
M
A
I
N
PC
STA: 10+00.95
OFST: 19.50' (RT)
MEDIAN END
STA: 9+98.95
OFST: 0.00' (LT)MEDIAN START
STA: 11+66.95
OFST: -0.01' (LT)
28.05
28.0528.28
PC
STA: 11+63.45
OFST: 19.50' (RT)
ENDWALL
DUAL 63.08 LF OF ALUMINUM BOX CULVERT 9'-2" X 3'=3"
10
0
'
F
U
T
U
R
E
R
I
G
H
T
-
O
F
-
W
A
Y
MB
:
7
2
P
G
:
3
5
7
SSMH-6
XXXXXX
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
CP-
1
0
CP
-
1
0
:
N:
2
2
3
7
1
0
.
5
0
E:
2
3
4
8
2
7
7
.
0
0
ELE
V
.
:
2
8
.
4
6
STA: 10+82.20
OFST: 89.50' (RT)
SSMH-5
16" C-900 DR18 WATER MAIN
12
"
C
-
9
0
0
D
R
1
8
W
A
T
E
R
M
A
I
N
12
"
C
-
9
0
0
D
R
1
8
W
A
T
E
R
M
A
I
N
16" C-900 DR18 WATER MAIN
SSMH-3 SSMH-4
1
0
"
P
V
C
10" PVC 10" PVC
10" PVC
28.88 28.88
28.89 28.87
12'
STA: 10+82.95
OFST: -21.50' (LT)
HEADWALL
24" RCP INV IN: 22.21
INV OUT: 22.13'
INV IN: 23.58
INV IN: 24.34 INV OUT: 24.16'
INV OUT: 23.19'
INV OUT: 22.18'
INV IN: 22.50
PROP. BUSINESS PARK ROAD
SEE C-400 SHEETS FOR
ROADWAY MARKING PLAN EDGE OF PAVEMENTGRASSED MEDIAN
TEMPORARY GRAVEL ACCESS DRIVE
STORM CROSSING
STA. 10+82.95 (2)
STORM CROSSING
STA. 12+80.72
STORM CROSSING
STA. 10+82.95 (1)
FUTURE TURNOUT GRADING (TYP)
(BY OTHERS)
27"x44" RCP
24" RCP
GUARDRAIL
GUARDRAIL
2625
25 26
27
28
28
27
26252423
23 2425
262
3
2
4
2
5
2
6
2
7
25 24
242526
28 27
2827 262524252627
28 27
24
24
25
18
16
14
1
2
28
27
26
25
26
27
28
28
27
26
27
28
28
25
23
25
26
27
28
27 26
28
27
26
26
27
28
28
27
26
27
28
11
28 2
7
2
6
2
5
25
26
27
28
2
4
27
26
25
24
23
23
24
25
26
27
28
26
23
29
29
28
27
26
29
29
28
25
10
12
14
16
18
20
22
24
26
28
30
32
34
10
12
14
16
18
20
22
24
26
28
30
32
34
9+50 10+00 11+00 12+00 13+00 14+00 15+00
10" PVC SSWR
0.40%
1.29%
2.68%
0.40%
0.82%
0.46%
PVI STA: 12+41.06
PVI ELEV: 29.19
K: 45.00
13.03 VC
12
+
3
4
.
5
4
29
.
1
9
12
+
4
7
.
5
8
29
.
2
0
0.40%
0.19%
EX. GRADE 4'
M
I
N
.
4'
DUAL 63.08 LF ALUMINUM BOX CULVERT 9'-2" X 3'-3"
0.10%
PLUNGE POOL BOTTOM ELEV. 10.90'
DITCH C/L (E)
DITCH C/L (W)
3
:
1
M
I
N
.
3:
1
M
I
N
.
PROP. GRADE @ C/L OF ROADWAY
27"X44" RCP ARCH
3.31%
24" RCP
SSMH-3
SSMH-6
SSMH-5
12" C-900 DR18 FORCE MAIN
16" C-900 DR18 WATER MAIN
10" PVC SSWR
10" PVC SSWR
SSMH-4
AIR RELEASE MANHOLE
4'
T:
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3
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-
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.
0
0
.
d
w
g
MS
O
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11
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6
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2
0
2
5
6
:
0
7
P
M
PR
O
P
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S
E
D
P
L
A
N
&
P
R
O
F
I
L
E
-
9
+
5
0
.
0
0
-
1
5
+
0
0
.
0
0
LVL
MMS
AMW
C-2.04
MA
T
C
H
L
I
N
E
-
9
+
5
0
.
0
0
MA
T
C
H
L
I
N
E
-
1
5
+
0
0
.
0
0
0 10'20'40'
SCALE: 1"=20'
HORZ.0'
1'
2'
SCALE:
1"=2'
VERT.
R
Know what's below. Call before you dig.
NORTH CAROLINA ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE
DIGGING www.ncocc.org
SEE SHEET C-2.08 FOR PLUNGE POOL
25
'
P
E
R
M
A
N
E
N
T
UT
I
L
I
T
Y
&
A
C
C
E
S
S
EA
S
E
M
E
N
T
25
'
P
E
R
M
A
N
E
N
T
UT
I
L
I
T
Y
&
A
C
C
E
S
S
EA
S
E
M
E
N
T
10
'
EASEMENT LEGEND
TEMPORARY CONSTRUCTION EASEMENT
PUBLIC DRAINAGE EASEMENT
PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT
PERMANENT UTILITY EASEMENT
LIMITS OF DISTURBANCE
TCE
PDE
PUE
LOD
PUE/PAE
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINAL
DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
NO
R
T
H
C
A
R
O
L
I
N
A
NE
W
H
A
N
O
V
E
R
C
O
U
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T
Y
NE
W
H
A
N
O
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R
C
O
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T
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HO
L
L
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S
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L
T
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R
B
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S
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E
S
S
P
A
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K
-
P
H
A
S
E
1
RE
V
I
S
I
O
N
S
12
0
N
o
r
t
h
B
o
y
l
a
n
A
v
e
n
u
e
· R
a
l
e
i
g
h
,
N
C
2
7
6
0
3
-
1
4
2
3
(9
1
9
)
8
2
8
-
0
5
3
1
· t
h
e
w
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t
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n
c
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p
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.
c
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m
Li
c
e
n
s
e
N
u
m
b
e
r
:
F
-
0
1
1
5
10
'
NOTE:
1.SEE C-3.00 SHEETS FOR UTILITY PLAN AND PROFILE.
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
EXISTING TIMBER DRIVE
(GRAVEL / SOIL)
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
LO
D
/
T
C
E
LOD/
T
C
E LOD/TCE
LOD/TCE LOD/TCE LOD/TCE LOD/TCE
LO
D
/
T
C
E
LO
D
/
T
C
E
LOD/TCE
LO
D
/
T
C
E
LO
D
/
T
C
E
LOD/TC
E LOD/TCE LOD/TCE LOD/TCE
LOD/TCE
PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE
LOD/TC
E
LOD/TCE
LOD/TCE LOD/TCE
PU
E
PU
E
PU
E
PUE
PU
E
PUE PUE
PU
E
PUE PUE PUE PUE PUE PUE
PUE
PU
E
PU
E
PU
E
PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE
PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE
PDE PDE PDE
PDE PDE PDE PDE
PD
E
PD
E
PDE PDE PDE
PD
E
PD
E
12
'
12
'
10+00 11+00 12+00 13+00 14+00 15+00
W
W W
FM
FM
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS
W W W W W
W
W W WW
LP
:
1
2
+
3
9
.
2
5
SS
SS
9+00
10+00 11+00 12+00
1
3
+
0
0
14+00
E E E E E E E E E E E E E E E E E E E E
E E E E E E E E E E E E E E E E E E E E
W
W
W
W
W
W
W
SSSSSSSSSS
W
F
M
FM FM FM FM FM FM
12
"
C
-
9
0
0
D
R
1
8
F
O
R
C
E
M
A
I
N
PC
STA: 10+00.95
OFST: 19.50' (RT)
MEDIAN END
STA: 9+98.95
OFST: 0.00' (LT)
MEDIAN START
STA: 11+66.95
OFST: -0.01' (LT)
28.05
28.0528.28
PC
STA: 11+63.45
OFST: 19.50' (RT)
ENDWALL
DUAL 63.08 LF OF ALUMINUM BOX CULVERT 9'-2" X 3'=3"
10
0
'
F
U
T
U
R
E
R
I
G
H
T
-
O
F
-
W
A
Y
MB
:
7
2
P
G
:
3
5
7
SSMH-6
SSX
X X X X X X
X
X
X
X
X
XXXXXX
X
X
FM
FM
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
CP-1
0
CP
-
1
0
:
N:
2
2
3
7
1
0
.
5
0
E:
2
3
4
8
2
7
7
.
0
0
ELE
V
.
:
2
8
.
4
6
PB PB
STA: 10+82.20
OFST: 89.50' (RT)
SSMH-5
16" C-900 DR18 WATER MAIN
12
"
C
-
9
0
0
D
R
1
8
W
A
T
E
R
M
A
I
N
12
"
C
-
9
0
0
D
R
1
8
W
A
T
E
R
M
A
I
N
16" C-900 DR18 WATER MAIN
SSMH-3 SSMH-4
1
0
"
P
V
C
10" PVC 10" PVC
10" PVC
10" PVC
28.88 28.88
28.89 28.87
12'
29.13 29.1329.37
28.95
27.00
26.02
STA: 10+82.95
OFST: -21.50' (LT)
24'
SSMH-2
SSMH-1 (GRINDER MANHOLE)
HEADWALL
24" RCP INV IN: 22.21
INV OUT: 22.13'
INV IN: 23.58
INV IN: 24.34 INV OUT: 24.16'
INV OUT: 23.19'
INV OUT: 22.18'
INV IN: 22.50
PROP. BUSINESS PARK ROAD
SEE C-400 SHEETS FOR
ROADWAY MARKING PLAN EDGE OF PAVEMENTGRASSED MEDIAN
TEMPORARY GRAVEL ACCESS DRIVE
PUMP STATION
SEE C-8.00 SHEETS
STORM CROSSING
STA. 10+82.95 (2)
STORM CROSSING
STA. 12+80.72
STORM CROSSING
STA. 10+82.95 (1)
FUTURE TURNOUT GRADING (TYP)
(BY OTHERS)
27"x44" RCP
24" RCP
GUARDRAIL
GUARDRAIL
2
7
2
6
2
5
2
4
2
3
2
3
2
4
2
5
2
6
2
7
2
8
2
8
2
7
2
6
2
5
2
4
2
3
2
3
2
4
2
5
2
6
2625
25 26
27
28
28
27
26252423
23 2425
26
2
3
2
4
2
5
2
6
2
7
28
2
3
2
4
2
5
2
6
2
7
2
8
2829 3031
31302928262524
242526
28 27
2827 262524252627
28 27
24
24
25
18
1
6
14
1
2
28
27
26
25
26
27
28
28
27
26
27
28
28
25
23
25
26
27
28
27 26
28
27
26
26
27
28
28
27
26
27
28
11
11
1
2
13
1
4
1
5
1
6
17
1
8
1
9
2
0
2
1
2
2
2
3
2
4
2
5
2
6
2
7
28 2
7
2
6
2
5
25
26
27
28
2
4
27
26
25
24
23
23
24
25
26
27
28
26
23
29
29
28
27
26
29
29
28
25
T:
\
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h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
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w
_
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_
C
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t
y
-
3
5
1
4
\
A
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H
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l
l
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S
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l
t
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r
B
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s
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n
e
s
s
\
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C
A
D
D
\
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s
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3
5
1
4
-
C
-
2
.
0
0
.
d
w
g
MS
O
R
R
E
N
T
I
N
O
11
/
6
/
2
0
2
5
6
:
0
6
P
M
PL
U
N
G
E
P
O
O
L
P
L
A
N
-
9
+
5
0
.
0
0
-
1
5
+
0
0
.
0
0
LVL
MMS
AMW
C-2.08
MA
T
C
H
L
I
N
E
-
9
+
5
0
.
0
0
MA
T
C
H
L
I
N
E
-
1
5
+
0
0
.
0
0
0 10'20'40'
SCALE: 1"=20'
HORZ.
R
Know what's below. Call before you dig.
NORTH CAROLINA ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE
DIGGING www.ncocc.org
EQUIPMENT
AND
STAGING AREA
(190'X230')
4.6' SPILLWAY
ELEV: 23.12'
6.2'' SPILLWAY
ELEV: 22.58'
8'' ABC STONE
HAMMERHEAD
TURNAROUND
INFLOW →EX.
GRADE
SPILLWAY AT EX. DITCH ELEVATIONS
PLUNGE POOL TYPICAL SECTION
N.T.S.
ELEV: 10.90'
3:1 (T
Y
P
)
25
'
P
E
R
M
A
N
E
N
T
UT
I
L
I
T
Y
&
A
C
C
E
S
S
EA
S
E
M
E
N
T
25
'
P
E
R
M
A
N
E
N
T
UT
I
L
I
T
Y
&
A
C
C
E
S
S
EA
S
E
M
E
N
T
10
'
EASEMENT LEGEND
TEMPORARY CONSTRUCTION EASEMENT
PUBLIC DRAINAGE EASEMENT
PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT
PERMANENT UTILITY EASEMENT
LIMITS OF DISTURBANCE
TCE
PDE
PUE
LOD
PUE/PAE
PLUNGE POOL LINED WITH
CLASS 1 RIP RAP 25" DEEP
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINAL
DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
NO
R
T
H
C
A
R
O
L
I
N
A
NE
W
H
A
N
O
V
E
R
C
O
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N
T
Y
NE
W
H
A
N
O
V
E
R
C
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T
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HO
L
L
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S
H
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L
T
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R
B
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I
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E
S
S
P
A
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K
-
P
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A
S
E
1
RE
V
I
S
I
O
N
S
12
0
N
o
r
t
h
B
o
y
l
a
n
A
v
e
n
u
e
· R
a
l
e
i
g
h
,
N
C
2
7
6
0
3
-
1
4
2
3
(9
1
9
)
8
2
8
-
0
5
3
1
· t
h
e
w
o
o
t
e
n
c
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m
p
a
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.
c
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Li
c
e
n
s
e
N
u
m
b
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r
:
F
-
0
1
1
5
NOTE:
1.SEE C-3.00 SHEETS FOR UTILITY PLAN AND PROFILE.
DRAINAGE DITCH
PROVIDE POSITIVE SLOPE
MIN. SLOPE: 0.70%
14
16
18
20
22
24
26
28
30
32
34
14
16
18
20
22
24
26
28
30
32
34
15+00 16+00 17+00 18+00 19+00 20+00 20+50
0.19%
EX. GRADE
4'
M
I
N
.
0.40%
10" PVC SSWR
0.40%
PROP. GRADE @ C/L OF ROADWAY
DITCH C/L (W)
DITCH C/L (E)
SSMH-7
16" C-900 DR18 WATER MAIN
10" PVC SSWR
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
EXISTING TIMBER DRIVE
(GRAVEL / SOIL)
SSMH-7
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE
LO
D
/
T
C
E
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE
PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE
12
'
12
'
15+00 16+00 17+00 18+00 19+00 20+00
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
W W W W W W W W W W W W W W
E E E E E E E E E E E E E E E E E E E E
E E E E E E E E E E E E E E E E E E E E
WW
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
23
242527
28
26
2
8
28
2826
25
28
29
28
25
24
27
27
28
10
0
'
F
U
T
U
R
E
R
I
G
H
T
-
O
F
-
W
A
Y
MB
:
7
2
P
G
:
3
5
7
16" C-900 DR18 WATER MAIN 16" C-900 DR18 WATER MAIN
10" PVC
10" PVC
27
27 28
2
7
2
8
29
29
27 26 25
25262728
2826 252423
23242526
27
28
PROP. BUSINESS PARK ROAD
SEE C-400 SHEETS FOR
ROADWAY MARKING PLAN
EDGE OF PAVEMENT
GRASSED MEDIAN
(RPW) RELATIVELY PERMANENT WATER (TYP)
29
28
27
26
26
27
28
29
29
28
27
26
27
28
29
2727
28
29
26
29
28
27 28
29
28
2727
29
29
28
28
29
29
T:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
N
e
w
_
H
a
n
o
v
e
r
_
C
o
u
n
t
y
-
3
5
1
4
\
A
-
H
o
l
l
y
S
h
e
l
t
e
r
B
u
s
i
n
e
s
s
\
_
C
A
D
D
\
S
h
e
e
t
S
e
t
s
\
3
5
1
4
-
C
-
2
.
0
0
.
d
w
g
MS
O
R
R
E
N
T
I
N
O
11
/
6
/
2
0
2
5
6
:
0
7
P
M
PR
O
P
O
S
E
D
P
L
A
N
&
P
R
O
F
I
L
E
-
1
5
+
0
0
.
0
0
-
2
0
+
5
0
.
0
0
LVL
MMS
AMW
C-2.05
MA
T
C
H
L
I
N
E
-
1
5
+
0
0
.
0
0
MA
T
C
H
L
I
N
E
-
2
0
+
5
0
.
0
0
0 10'20'40'
SCALE: 1"=20'
HORZ.0'
1'
2'
SCALE:
1"=2'
VERT.
R
Know what's below. Call before you dig.
NORTH CAROLINA ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE
DIGGING www.ncocc.org
12
'
12
'
25
'
P
E
R
M
A
N
E
N
T
UT
I
L
I
T
Y
&
A
C
C
E
S
S
EA
S
E
M
E
N
T
25
'
P
E
R
M
A
N
E
N
T
UT
I
L
I
T
Y
&
A
C
C
E
S
S
EA
S
E
M
E
N
T
10
'
EASEMENT LEGEND
TEMPORARY CONSTRUCTION EASEMENT
PUBLIC DRAINAGE EASEMENT
PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT
PERMANENT UTILITY EASEMENT
LIMITS OF DISTURBANCE
TCE
PDE
PUE
LOD
PUE/PAE
10
'
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINAL
DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
NO
R
T
H
C
A
R
O
L
I
N
A
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
HO
L
L
Y
S
H
E
L
T
E
R
B
U
S
I
N
E
S
S
P
A
R
K
-
P
H
A
S
E
1
RE
V
I
S
I
O
N
S
12
0
N
o
r
t
h
B
o
y
l
a
n
A
v
e
n
u
e
· R
a
l
e
i
g
h
,
N
C
2
7
6
0
3
-
1
4
2
3
(9
1
9
)
8
2
8
-
0
5
3
1
· t
h
e
w
o
o
t
e
n
c
o
m
p
a
n
y
.
c
o
m
Li
c
e
n
s
e
N
u
m
b
e
r
:
F
-
0
1
1
5
NOTE:
1.SEE C-3.00 SHEETS FOR UTILITY PLAN AND PROFILE.
RB
Z
2
RB
Z
2
RB Z2
RB Z2
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
EXISTING TIMBER DRIVE
(GRAVEL / SOIL)
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE
PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE
12
'
12
'
21+00 22+00 23+00 24+00 25+00 26+00
SSSSSSSSSSSS
HP
:
2
5
+
7
2
.
4
3
EP: 1+66.04
SSSSSSSSSSSSSSSSSSSSSSSS
E E E E E E E E E E E E E E E E E E E
E E E E E E E E E E E E E E E E E E E
W W
W W W
W W
W W W W W W W W W W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
SSMH-8
RB
Z
2
RB
Z
2
RB Z2
RB Z2
10" PVC 10" PVC
50'
R
I
P
A
R
I
A
N
B
U
F
F
E
R
-
Z
O
N
E
2
PROP. BUSINESS PARK ROAD
SEE C-400 SHEETS FOR
ROADWAY MARKING PLAN
EDGE OF PAVEMENT
GRASSED MEDIAN
(RPW) RELATIVELY PERMANENT WATER (TYP)
WETLAND BOUNDARY
GUARDRAIL
GUARDRAIL
28
28
32
32
31
32
30
29
31
28
29
31
30
28
30
31
32
32
29
28
32
31
30
29
2828
31
32
30
29
14
16
18
20
22
24
26
28
30
32
34
36
14
16
18
20
22
24
26
28
30
32
34
36
20+50 21+00 22+00 23+00 24+00 25+00 26+00
0.69%
PVI STA: 25+77.14
PVI ELEV: 33.00
K: 45.00
71.43 VC
25
+
4
1
.
4
3
32
.
7
6
26
+
1
2
.
8
5
32
.
6
8
PVI STA: 23+10.16
PVI ELEV: 31.16
K: 45.00
22.68 VC
22
+
9
8
.
8
2
31
.
1
4
23
+
2
1
.
5
0
31
.
2
4
4'
M
I
N
.
0.19%
EX. GRADE
0.40%
0.40%
0.40%
PROP. GRADE @ C/L OF ROADWAY
DITCH C/L (W)
DITCH C/L (E)
0.40%
SSMH-8
16" C-900 DR18 WATER MAIN
10" PVC SSWR
T:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
N
e
w
_
H
a
n
o
v
e
r
_
C
o
u
n
t
y
-
3
5
1
4
\
A
-
H
o
l
l
y
S
h
e
l
t
e
r
B
u
s
i
n
e
s
s
\
_
C
A
D
D
\
S
h
e
e
t
S
e
t
s
\
3
5
1
4
-
C
-
2
.
0
0
.
d
w
g
MS
O
R
R
E
N
T
I
N
O
11
/
6
/
2
0
2
5
6
:
0
7
P
M
PR
O
P
O
S
E
D
P
L
A
N
&
P
R
O
F
I
L
E
-
2
0
+
5
0
.
0
0
-
2
6
+
0
0
.
0
0
LVL
MMS
AMW
C-2.06
MA
T
C
H
L
I
N
E
-
2
0
+
5
0
.
0
0
0 10'20'40'
SCALE: 1"=20'
HORZ.0'
1'
2'
SCALE:
1"=2'
VERT.
R
Know what's below. Call before you dig.
NORTH CAROLINA ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE
DIGGING www.ncocc.org
MA
T
C
H
L
I
N
E
-
2
6
+
0
0
.
0
0
25
'
P
E
R
M
A
N
E
N
T
UT
I
L
I
T
Y
&
A
C
C
E
S
S
EA
S
E
M
E
N
T
25
'
P
E
R
M
A
N
E
N
T
UT
I
L
I
T
Y
&
A
C
C
E
S
S
EA
S
E
M
E
N
T
10
'
EASEMENT LEGEND
TEMPORARY CONSTRUCTION EASEMENT
PUBLIC DRAINAGE EASEMENT
PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT
PERMANENT UTILITY EASEMENT
LIMITS OF DISTURBANCE
TCE
PDE
PUE
LOD
PUE/PAE
10
'
10
'
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINAL
DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
NO
R
T
H
C
A
R
O
L
I
N
A
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
HO
L
L
Y
S
H
E
L
T
E
R
B
U
S
I
N
E
S
S
P
A
R
K
-
P
H
A
S
E
1
RE
V
I
S
I
O
N
S
12
0
N
o
r
t
h
B
o
y
l
a
n
A
v
e
n
u
e
· R
a
l
e
i
g
h
,
N
C
2
7
6
0
3
-
1
4
2
3
(9
1
9
)
8
2
8
-
0
5
3
1
· t
h
e
w
o
o
t
e
n
c
o
m
p
a
n
y
.
c
o
m
Li
c
e
n
s
e
N
u
m
b
e
r
:
F
-
0
1
1
5
NOTE:
1.SEE C-3.00 SHEETS FOR UTILITY PLAN AND PROFILE.
RB Z2
R
B
Z
2
R
B
Z
2
RB
Z
2
RB
Z
2
R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W
10
0
'
F
U
T
U
R
E
R
I
G
H
T
-
O
F
-
W
A
Y
MB
:
7
2
P
G
:
3
5
7
LOD
/
T
C
E
LOD/TCE LOD/TCE
LOD/TCE
LOD/TCE
LO
D
/
T
C
E
PUE/PAE PUE/PAE
PUE/
P
A
E
PUE/PAE PUE/PAE
PUE/PA
E
PUE/PAE PUE/PAE
LOD/TCE
LOD/
T
C
E
LOD/TCE
LOD/
T
C
E
PUE
PUE PUE PUE PUE PUE
PUE
PUE
PUE
PUE/PAE
PUE/PAE
PUE/PAE PUE/PAE PUE/PAE
PUE/PAE
PUE/PAE
PUE/PAE
LO
D
LO
D
LO
D
LOD
LO
D
R/W
R/W
R/W
R/W R/W
R/
W
R/
W
R/W
R/W
R/WR/W
R/W
R/
W
R/
W
R=
6
5
26+00 27+00
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
E
E
E E E E
E
E
E
E
E
E
E E E E
E
E
E
E
W
R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W
CP-7: CP-07
N: 222168.59
E: 2348883.59
ELEV.: 29.86
RB Z2
R
B
Z
2
R
B
Z
2
RB
Z
2
RB
Z
2
EX
I
S
T
I
N
G
T
I
M
B
E
R
D
R
I
V
E
(G
R
A
V
E
L
/
S
O
I
L
)
MEDIAN END
STA: 26+30.20
OFST: 0.00' (LT)
28 29
28
28
27 26 25
252627
28
28
2726 2524
242526
2728
29
2928
29
28 27 26 25
252627
28
27
28
29
2
8
2
7
2
6
2
525
2
6
2
7
2
8
2
9
3
0
3
0 2
9
2
8
2
7
2
6
2
5 25
2
6
27
2
8
2
52
5
30
29
2
8
2
7
2
6
2
5 2
5
2
6
2
7
2
8
29
3
0
2
9
25
50' R
I
P
A
R
I
A
N
B
U
F
F
E
R
-
Z
O
N
E
2
SSMH-9
SSMH-10
SSMH-11
10" P
V
C
10" PVC
160.2 LF 24" RCP @ 0.43%
5
0
.
5
L
F
2
4
"
R
C
P
@
2
.
8
9
%
INV OUT: 23.06'
INV OUT: 23.95'
INV IN: 25.41
INV IN: 23.75
INV IN: 27.60
INV OUT: 27.30'
SEE C-400 SHEETS FOR
ROADWAY MARKING PLAN
GRASSED MEDIAN
PROP. BUSINESS PARK ROAD
EDGE OF PAVEMENT
(RPW) RELATIVELY PERMANENT WATER (TYP)
WETLAND BOUNDARY
STORM CROSSING
STA. 26+12.21
HEADWALL
ENDWALL
GUARDRAIL
GUARDRAIL
30
292828
30
29
312627
28
30
31
31
30
28
31
30
3
0
2
9
30
29
2
8
2724
25
26
27
28
18
20
22
24
26
28
30
32
34
36
18
20
22
24
26
28
30
32
34
36
26+00 27+00 28+00 29+00
4'
M
I
N
.
0.90%
0.40%
0.54%DITCH C/L (W)
DITCH C/L (E)
EX. GRADE
ST
A
:
2
7
+
3
2
.
7
0
EL
E
V
:
3
1
.
6
1
3'
57.82 LF OF 36" X 22" RCP
ARCH @ 0.50%
SSMH-9
SSMH-10
PROP. GRADE @ C/L
O
F
R
O
A
D
W
A
Y
10" PVC SSWR
1.02%
SSMH-11
10" PVC SSWR
T:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
N
e
w
_
H
a
n
o
v
e
r
_
C
o
u
n
t
y
-
3
5
1
4
\
A
-
H
o
l
l
y
S
h
e
l
t
e
r
B
u
s
i
n
e
s
s
\
_
C
A
D
D
\
S
h
e
e
t
S
e
t
s
\
3
5
1
4
-
C
-
2
.
0
0
.
d
w
g
MS
O
R
R
E
N
T
I
N
O
11
/
6
/
2
0
2
5
6
:
0
6
P
M
PR
O
P
O
S
E
D
P
L
A
N
&
P
R
O
F
I
L
E
-
2
6
+
0
0
.
0
0
-
2
7
+
3
1
.
4
7
LVL
MMS
AMW
C-2.07
0 10'20'40'
SCALE: 1"=20'
HORZ.0'
1'
2'
SCALE:
1"=2'
VERT.
R
Know what's below. Call before you dig.
NORTH CAROLINA ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE
DIGGING www.ncocc.org
MA
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0
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:
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ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINAL
DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
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NOTE:
1.SEE C-3.00 SHEETS FOR UTILITY PLAN AND PROFILE.
EASEMENT LEGEND
TEMPORARY CONSTRUCTION EASEMENT
PUBLIC DRAINAGE EASEMENT
PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT
PERMANENT UTILITY EASEMENT
LIMITS OF DISTURBANCE
TCE
PDE
PUE
LOD
PUE/PAE