HomeMy WebLinkAboutPlan Set 41-5016+50
10
20
30
40
50
10
20
30
40
50
0 10 20 30 40 50 60 70 80 900102030405060708090100
17+00
10
20
30
40
50
10
20
30
40
50
0 10 20 30 40 50 60 70 80 900102030405060708090100
17+50
10
20
30
40
50
10
20
30
40
50
0 10 20 30 40 50 60 70 80 900102030405060708090100
18+00
10
20
30
40
50
10
20
30
40
50
0 10 20 30 40 50 60 70 80 900102030405060708090100
6" CONDUIT
DUKE ENERGY
6" CONDUIT
DUKE ENERGY
6" CONDUIT
DUKE ENERGY
6" CONDUIT
DUKE ENERGY
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10" C900 DR18 PVC
SEWER MAIN
10" C900 DR18 PVC
SEWER MAIN
10" C900 DR18 PVC
SEWER MAIN
10" C900 DR18 PVC
SEWER MAIN
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3:13:1 3:13:1
-2%8%4%2%2%-2%-2%-4%-8%2%
16" C-900 DR18
WATER MAIN
16" C-900 DR18
WATER MAIN
16" C-900 DR18
WATER MAIN
16" DIP
WATER MAIN
T:
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0 5'10'20'
SCALE: 1"=10'
HORZ.
LVL
MMS
AMW
C-4.11
BUSINESS PARK ROADWAY CROSS SECTIONS
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
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2
7
6
0
3
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1
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2
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(9
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0'
10'
20'
SCALE:
1"=10'
VERT.
NOTE:
ALL ROADWAY, SHOULDER, AND DITCH SLOPES
ARE
TYPICAL UNLESS OTHERWISE SPECIFIED
18+50
10
20
30
40
50
10
20
30
40
50
0 10 20 30 40 50 60 70 80 900102030405060708090100
19+00
10
20
30
40
50
10
20
30
40
50
0 10 20 30 40 50 60 70 80 900102030405060708090100
19+50
10
20
30
40
50
10
20
30
40
50
0 10 20 30 40 50 60 70 80 900102030405060708090100
20+00
10
20
30
40
50
10
20
30
40
50
0 10 20 30 40 50 60 70 80 900102030405060708090100
6" CONDUIT
DUKE ENERGY
6" CONDUIT
DUKE ENERGY
6" CONDUIT
DUKE ENERGY
6" CONDUIT
DUKE ENERGY
R.
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.
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R.
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.
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EA
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M
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10" C900 DR18 PVC
SEWER MAIN
10" C900 DR18 PVC
SEWER MAIN
10" C900 DR18 PVC
SEWER MAIN
10" C900 DR18 PVC
SEWER MAIN
OF
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:
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:
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3:13:13:13:1
-2%8%4%2%2%-2%-2%-4%-8%2%
16" C-900 DR18
WATER MAIN
16" C-900 DR18
WATER MAIN
16" C-900 DR18
WATER MAIN
16" C-900 DR18
WATER MAIN
T:
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0 5'10'20'
SCALE: 1"=10'
HORZ.
LVL
MMS
AMW
C-4.12
BUSINESS PARK ROADWAY CROSS SECTIONS
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINAL
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FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
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SCALE:
1"=10'
VERT.
NOTE:
ALL ROADWAY, SHOULDER, AND DITCH SLOPES
ARE
TYPICAL UNLESS OTHERWISE SPECIFIED
20+50
10
20
30
40
50
10
20
30
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0 10 20 30 40 50 60 70 80 900102030405060708090100
21+00
10
20
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10
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0 10 20 30 40 50 60 70 80 900102030405060708090100
21+50
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10
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30
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0 10 20 30 40 50 60 70 80 900102030405060708090100
22+00
10
20
30
40
50
10
20
30
40
50
0 10 20 30 40 50 60 70 80 900102030405060708090100
6" CONDUIT
DUKE ENERGY
6" CONDUIT
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6" CONDUIT
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6" CONDUIT
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10" C900 DR18 PVC
SEWER MAIN
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3:13:1 3:13:1
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T:
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P
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C
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0 5'10'20'
SCALE: 1"=10'
HORZ.
LVL
MMS
AMW
C-4.13
BUSINESS PARK ROADWAY CROSS SECTIONS
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
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SCALE:
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VERT.
NOTE:
ALL ROADWAY, SHOULDER, AND DITCH SLOPES
ARE
TYPICAL UNLESS OTHERWISE SPECIFIED
22+50
10
20
30
40
50
10
20
30
40
50
0 10 20 30 40 50 60 70 80 900102030405060708090100
23+00
10
20
30
40
50
10
20
30
40
50
0 10 20 30 40 50 60 70 80 900102030405060708090100
23+50
10
20
30
40
50
10
20
30
40
50
0 10 20 30 40 50 60 70 80 900102030405060708090100
24+00
10
20
30
40
50
10
20
30
40
50
0 10 20 30 40 50 60 70 80 900102030405060708090100
6" CONDUIT
DUKE ENERGY
6" CONDUIT
DUKE ENERGY
6" CONDUIT
DUKE ENERGY
6" CONDUIT
DUKE ENERGY
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3:13:13:13:1
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16" C-900 DR18
WATER MAIN
16" C-900 DR18
WATER MAIN
10" C900 DR18 PVC
SEWER MAIN
10" C900 DR18 PVC
SEWER MAIN
10" C900 DR18 PVC
SEWER MAIN
10" C900 DR18 PVC
SEWER MAIN
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0 5'10'20'
SCALE: 1"=10'
HORZ.
LVL
MMS
AMW
C-4.14
BUSINESS PARK ROADWAY CROSS SECTIONS
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
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20'
SCALE:
1"=10'
VERT.
NOTE:
ALL ROADWAY, SHOULDER, AND DITCH SLOPES
ARE
TYPICAL UNLESS OTHERWISE SPECIFIED
24+50
10
20
30
40
50
10
20
30
40
50
0 10 20 30 40 50 60 70 80 900102030405060708090100
25+00
10
20
30
40
50
10
20
30
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50
0 10 20 30 40 50 60 70 80 900102030405060708090100
25+50
10
20
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10
20
30
40
50
0 10 20 30 40 50 60 70 80 900102030405060708090100
26+00
10
20
30
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50
10
20
30
40
50
0 10 20 30 40 50 60 70 80 900102030405060708090100
6" CONDUIT
DUKE ENERGY
6" CONDUIT
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6" CONDUIT
DUKE ENERGY
6" CONDUIT
DUKE ENERGY
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9
3:13:13:13:1
-2%8%4%2%2%-2%-2%-4%-8%2%
10" C900 DR18 PVC
SEWER MAIN
10" C900 DR18 PVC
SEWER MAIN
10" C900 DR18 PVC
SEWER MAIN
10" C900 DR18 PVC
SEWER MAIN
16" C-900 DR18
WATER MAIN
16" DIP
WATER MAIN
16" DIP
WATER MAIN
16" DIP
WATER MAIN
T:
\
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C
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C
T
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N
S
0 5'10'20'
SCALE: 1"=10'
HORZ.
LVL
MMS
AMW
C-4.15
BUSINESS PARK ROADWAY CROSS SECTIONS
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
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1
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I
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12
0
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B
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e
· R
a
l
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h
,
N
C
2
7
6
0
3
-
1
4
2
3
(9
1
9
)
8
2
8
-
0
5
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1
· t
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m
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r
:
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0
1
1
5
0'
10'
20'
SCALE:
1"=10'
VERT.
NOTE:
ALL ROADWAY, SHOULDER, AND DITCH SLOPES
ARE
TYPICAL UNLESS OTHERWISE SPECIFIED
26+50
10
20
30
40
50
10
20
30
40
50
0 10 20 30 40 50 60 70 80 900102030405060708090100
27+00
10
20
30
40
50
10
20
30
40
50
0 10 20 30 40 50 60 70 80 90 100 1100102030405060708090100110
24" RCP
STORM
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.
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.
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.
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:
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4
7
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:
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3
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:
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4
9
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7
6
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:
3
1
.
2
4
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:
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9
.
0
5
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:
2
7
.
7
8
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:
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2
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9
6
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:
3
1
.
3
7
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:
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2
3
.
8
2
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:
3
1
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7
1
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:
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2
1
.
7
5
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:
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8
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:
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3
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:
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6
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:
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4
7
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:
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0
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:
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:
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8
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:
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8
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:
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:
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9
3
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:
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0
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:
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9
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:
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4
.
5
7
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:
3
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9
3
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:
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6
.
8
7
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:
3
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8
3
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:
6
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4
0
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:
3
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4
9
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:
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0
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:
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8
4
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:
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2
9
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:
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4
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:
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2
6
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:
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6
2
24" RCP
STORM
-1%8%4%3%-3%-4%-8%1%
-2%8%4%2%-2%-4%-8%2%
3:13:13:13:1
16" C-900 DR18
WATER MAIN
16" C-900 DR18
WATER MAIN
10" C900 DR18 PVC
SEWER MAIN
10" C900 DR18 PVC
SEWER MAIN
T:
\
S
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a
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d
\
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t
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\
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d
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R
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11
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6
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0
2
5
8
:
1
2
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S
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S
S
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K
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A
D
W
A
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C
R
O
S
S
S
E
C
T
I
O
N
S
0 5'10'20'
SCALE: 1"=10'
HORZ.
LVL
MMS
AMW
C-4.16
BUSINESS PARK ROADWAY CROSS SECTIONS
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
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I
N
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NE
W
H
A
N
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C
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N
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L
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B
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S
S
P
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K
-
P
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S
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1
RE
V
I
S
I
O
N
S
12
0
N
o
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t
h
B
o
y
l
a
n
A
v
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n
u
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· R
a
l
e
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g
h
,
N
C
2
7
6
0
3
-
1
4
2
3
(9
1
9
)
8
2
8
-
0
5
3
1
· t
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w
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p
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.
c
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Li
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n
s
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N
u
m
b
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r
:
F
-
0
1
1
5
0'
10'
20'
SCALE:
1"=10'
VERT.
NOTE:
ALL ROADWAY, SHOULDER, AND DITCH SLOPES
ARE
TYPICAL UNLESS OTHERWISE SPECIFIED
STORM CROSSING STA. 10+82.95 (2)
20
24
28
32
36
20
24
28
32
36
-1+00 0+00 1+00 2+00
STORM CROSSING STA. 12+80.72
4
8
12
16
20
24
28
32
36
4
8
12
16
20
24
28
32
36
-1+00 0+00 1+00 2+00 3+00 4+00
STORM CROSSING STA. 26+12.21
20
24
28
32
36
40
20
24
28
32
36
40
-1+00 0+00 1+00 2+00 3+00
STORM CROSSING STA. 10+82.95 (1)
16
20
24
28
32
36
16
20
24
28
32
36
-1+00 0+00 1+00 2+00
EX. GRADE
PROP. GR
A
D
E
INV IN: 23.58'
INV OUT: 23.19'
76.41 LF OF 27"X44" RCP ARCH
2.
3
'
EX. GRADE
PROP. G
R
A
D
EENDWALL
EX. GRADE
PROP. GRADE
44.52 LF OF
24" RCP @
0.40%
INV IN: 24.34'
INV OUT: 24.16'
57.82 LF OF
36" X 22" RCP
ARCH @0.50%
2.
1
'
3.
2
'
3.
0
'
INV IN: 22.50'
INV OUT: 22.18
2'
EX. GRADE
PROP. GR
A
D
E
2.
7
'
2.
5
'
INV IN: 27.60'
INV OUT: 27.30'
ENDWALL HEADWALL
HEADWALL
3:
1
3
:
1
RIPRAP LINED
PLUNGE POOL BOTTOM
DUAL 63.08 LF OF
ALUMINUM BOX
CULVERT
(9'-2" X 3'-3")
T:
\
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3
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1
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1
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S
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T
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M
P
R
O
F
I
L
E
S
0 20'40'80'
SCALE: 1"=40'
HORZ.
LVL
MMS
AMW
C-4.17
BUSINESS PARK ROAD STORM CROSSING PROFILES
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
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L
I
N
A
NE
W
H
A
N
O
V
E
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C
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T
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NE
W
H
A
N
O
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E
R
C
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N
T
Y
HO
L
L
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S
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T
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B
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S
S
P
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-
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1
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V
I
S
I
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N
S
12
0
N
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B
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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
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e
w
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n
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p
a
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c
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n
s
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N
u
m
b
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r
:
F
-
0
1
1
5
0'
40'
80'
SCALE:
1"=40'
VERT.
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
0+00 1+00 2+00 3+00 4+00 5+00
UP
E
X
.
1
0
0
'
N
C
D
O
T
R
.
O
.
W
HOLLY SHELTER ROAD
(SR-1002)
400' TAPER
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
0+00 1+00 2+00 3+00 4+00 5+00
STA: 2+00 +/-
OFST: 10.0' (RT)
STA: 0+00 +/-
OFST: 10.0' (RT)
STA: 4+00 +/-
OFST: 20.0' (RT)
STA: 4+00 +/-
OFST: 30.0' (RT)
400' TAPER
10
'
10
'
10
'
55'
4'
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
XXXXX
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM
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WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL
FM
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5+00 6+00 7+00 8+00 9+00
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(SR-1002)
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LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
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323' TURN LANE BAY
0+
0
0
1+
0
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5+00 6+00 7+00 8+00 9+00 9+60.77
STA: 7+75 +/-
OFST: 15.0' (RT)
STA: 9+03 +/-
OFST: 0.0' (RT)
STA: 9+03 +/-
OFST: 10.0' (RT)STA: 7+23 +/-
OFST: 30.0' (RT)
323.41'
20'
20
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35
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60'
10
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10
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STA: 0+50 +/-
OFST: 0.0' ()
STA: 0+50 +/-
OFST: -13.5' (LT)
STA: 0+50 +/-
OFST: -36.0' (LT)
STA: 0+90 +/-
OFST: -25.5' (LT)
T:
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DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
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NORTH CAROLINA ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE
DIGGING www.ncocc.org
4" PAINTED EDGE OF PAVEMENT (WHITE)
MA
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NOTES:
1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND
INSTALLED TO THE MOST CURRENT NCDOT STANDARDS.
2. ALL PAVEMENT MARKERS SHALL BE SNOWPLOWABLE/RAISED,
PERMANENT MARKERS AND INSTALLED TO THE MOST
CURRENT NCDOT STANDARDS.
T1
T4
T13
T51
T71
T71
T50
T1
T13
T71
T61
T2
T51T50
T13
T42
T71
T70
T1
PAVEMENT MARKING SCHEDULE
SYMBOL DESCRIPTION MATERIAL
T1
T2
T4
T13
T42
T50
T51
T61
T70
T71
WHITE EDGELINE (4", 90 MIL)
WHITE SOLID LANE LINE (4", 90 MIL)
3 FT. - 9 FT./SP WHITE MINISKIP (4", 90 MIL)
YELLOW DOUBLE CENTER (4", 90 MIL)
YELLOW DIAGONAL (8", 90 MIL)
WHITE GORELINE (12", 90 MIL)
WHITE DIAGONAL (12", 90 MIL)
WHITE STOPBAR (24", 90 MIL)
LEFT TURN ARROW (90 MIL)
RIGHT TURN ARROW (90 MIL)
THERMO
THERMO
THERMO
THERMO
THERMO
THERMO
THERMO
THERMO
THERMO
THERMO
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FO
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FO
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FO
C
FO
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FO
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FO
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FO
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FO
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FO
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FO
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FO
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FO
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FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
X
X
X
X
X
OH
E
OH
E
OH
E
OH
E
OH
E
OH
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FM
FM
FM
FM
FM
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 R/W R/W
R/
W
R/
W
R/
W
R/
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R/
W
R/
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R/
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WL
WL
WL
WL
WL
WL
WL
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8+
0
0
9+
0
0
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 EEXISTING TIMBER DRIVE
(GRAVEL / SOIL)
R
7
0
.
0
0
'
R80
.
0
0
'
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
0+00 1+00 2+00
3+00 4+00 5+00
2'
2'
11
'
2'
12
'
2'
10
0
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F
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:
7
2
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:
3
5
7
8+
0
0
9+
0
0
STA: 7+75 +/-
OFST: 15.0' (RT)
STA: 9+03 +/-
OFST: 0.0' (RT)
STA: 7+23 +/-
OFST: 30.0' (RT)
20
'
20'
35'
12
'
12
'
60'150.00'12
'
3'
12
'
150' TURN LANE BAY 100' TAPER
STA: 1+00 +/-
OFST: 13.5' (RT)
STA: 0+50 +/-
OFST: 0.0' ()
STA: 0+50 +/-
OFST: -13.5' (LT)
STA: 0+50 +/-
OFST: -36.0' (LT)
STA: 0+90 +/-
OFST: -25.5' (LT)STA: 2+25 +/-
OFST: 0.0' ()STA: 3+00 +/-
OFST: -7.50' (LT)
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
6+00 7+00 8+00 9+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
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
PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE
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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
10
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2'
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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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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
MA
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SPEED LIMIT SIGN
35 MPH
MUTCD-R2-1
STOPMUTCD R1-1 (STOP)
NOTES:
1. 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.
2. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND
INSTALLED TO THE MOST CURRENT NCDOT STANDARDS.
3. ALL PAVEMENT MARKERS SHALL BE SNOWPLOWABLE/RAISED,
PERMANENT MARKERS AND INSTALLED TO THE MOST
CURRENT NCDOT STANDARDS.
T1
T1T13T42
T61 T2
T71
T70
T1
T1 T4
T1
T1
T1 T1
T1 T1
PAVEMENT MARKING SCHEDULE
SYMBOL DESCRIPTION MATERIAL
T1
T2
T4
T13
T42
T50
T51
T61
T70
T71
WHITE EDGELINE (4", 90 MIL)
WHITE SOLID LANE LINE (4", 90 MIL)
3 FT. - 9 FT./SP WHITE MINISKIP (4", 90 MIL)
YELLOW DOUBLE CENTER (4", 90 MIL)
YELLOW DIAGONAL (8", 90 MIL)
WHITE GORELINE (12", 90 MIL)
WHITE DIAGONAL (12", 90 MIL)
WHITE STOPBAR (24", 90 MIL)
LEFT TURN ARROW (90 MIL)
RIGHT TURN ARROW (90 MIL)
THERMO
THERMO
THERMO
THERMO
THERMO
THERMO
THERMO
THERMO
THERMO
THERMO
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W 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+00 11+00 12+00 13+00 14+00 15+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
EXISTING TIMBER DRIVE
(GRAVEL / SOIL)
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
LO
D
/
T
C
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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
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PU
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PU
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PU
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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
PD
E
10+00 11+00 12+00 13+00 14+00 15+00
10
0
'
F
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R
I
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H
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-
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F
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W
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MB
:
7
2
P
G
:
3
5
7
2'
2'
11
'
2'
12
'
2'
35.00'35.00'
12
'
R70
R
7
0
STA: 9+93 +/-
OFST: -7.5' (LT)
STA: 9+93 +/-
OFST: 7.5' (RT)
STA: 10+28 +/-
OFST: -7.5' (LT)
STA: 10+28 +/-
OFST: 7.5' (RT)
STA: 10+36 +/-
OFST: 0.0' (LT)
STA: 10+37 +/-
OFST: 29.4' (RT)
STA: 11+05 +/-
OFST: 53.7' (RT)
STA: 11+29 +/-
OFST: -19.5' (LT)
STA: 10+71 +/-
OFST: 89.5' (RT)
STA: 10+95 +/-
OFST: 89.5' (RT)
STA: 11+30 +/-
OFST: 0.0' (LT)
STA: 11+38 +/-
OFST: -7.5' (LT)
STA: 11+38 +/-
OFST: 7.5' (RT)
STA: 11+72 +/-
OFST: -7.5' (LT)
STA: 11+72 +/-
OFST: 7.5' (RT)
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
15+00 16+00 17+00 18+00 19+00 20+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
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
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
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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
15+00 16+00 17+00 18+00 19+00 20+00
2'
2'
11
'
2'
12
'
2'
10
0
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F
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R
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7
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:
3
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C-5.02
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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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
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STOPMUTCD R1-1 (STOP)
STOP MUTCD R1-1 (STOP)
MUTCD R1-1 (STOP)STOP
NOTES:
1. 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.
2. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND
INSTALLED TO THE MOST CURRENT NCDOT STANDARDS.
3. ALL PAVEMENT MARKERS SHALL BE SNOWPLOWABLE/RAISED,
PERMANENT MARKERS AND INSTALLED TO THE MOST
CURRENT NCDOT STANDARDS.
T1
T1
T1
T1
T13 T42
T1
T1
T1
T1
T61
T61
T61
T1
T1
T1
T1
PAVEMENT MARKING SCHEDULE
SYMBOL DESCRIPTION MATERIAL
T1
T2
T4
T13
T42
T50
T51
T61
T70
T71
WHITE EDGELINE (4", 90 MIL)
WHITE SOLID LANE LINE (4", 90 MIL)
3 FT. - 9 FT./SP WHITE MINISKIP (4", 90 MIL)
YELLOW DOUBLE CENTER (4", 90 MIL)
YELLOW DIAGONAL (8", 90 MIL)
WHITE GORELINE (12", 90 MIL)
WHITE DIAGONAL (12", 90 MIL)
WHITE STOPBAR (24", 90 MIL)
LEFT TURN ARROW (90 MIL)
RIGHT TURN ARROW (90 MIL)
THERMO
THERMO
THERMO
THERMO
THERMO
THERMO
THERMO
THERMO
THERMO
THERMO