HomeMy WebLinkAboutPlan Set 21-30FOC 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
XX
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
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 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 WL
FM
FM
W
29 28 27 26262728
29
30
29
28 27 26
28
30
29 28 27 262627
28
29
30
E
E
E
E
E
E
0+
0
0
1+
0
0
2+
0
0
PR
O
P
.
B
U
S
I
N
E
S
S
P
A
R
K
R
O
A
D
HOLLY SHELTER ROAD
20
25
30
35
40
20
25
30
35
40
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
20
25
30
35
40
0+001+002+003+004+005+006+007+008+009+0010+00
Existing Grade
3.
5
0
'
837.90'
749.70'
PROPOSED GRADE3.
5
0
'
3.
5
0
'
20
25
30
35
40
3.
5
0
'
20
25
30
35
40
20
25
30
35
40
PROPOSED GRADE
Existing Grade
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
-
S
I
G
H
T
-
T
R
I
A
N
G
L
E
S
-
D
I
S
T
A
N
C
E
.
d
w
g
MA
T
T
H
11
/
6
/
2
0
2
5
6
:
0
6
P
M
SI
G
H
T
D
I
S
T
A
N
C
E
E
X
H
I
B
I
T
0 25'50'100'
SCALE: 1"=50'
HORZ.
LVL
MMS
AMW
C-2.09
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
0'
2.5'
5'
SCALE:
1"=5'
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
837.90'
749.70'
70' x 10' SIGHT TRIANGLE
70' x 10' SIGHT TRIANGLE
CASE B1 - LEFT TURN FROM MINOR
SIGHT DISTANCE = 1.47 x 60 x 9.5
CASE B2 - RIGHT TURN FROM MINOR
SIGHT DISTANCE = 1.47 x 60 x 8.5
14.50'
CB-1
CB-2
VERTICAL SIGHT DISTANCE PROFILES
PROPOSED BUSINESS PARK ROAD
PROPOSED DESIGN SPEED: 40mph
PROPOSED POSTED SPEED: 35mph
EXISTING HOLLY SHELTER ROAD
PROPOSED DESIGN SPEED: 60mph
PROPOSED POSTED SPEED: 55mph
NOTE:
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.
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
W W W
FM FM FM FM FM FM FM SSSSSSSSSS
SS
SS
SS
SS
SS
W W
W W W W W
W
SS
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 E E E E E E
W
W
SS
SS
W W
W
FM FM
3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
PROP. BUSINESS PARK ROAD
15
20
25
30
35
40
15
20
25
30
35
40
4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
3.
5
0
'
2.
0
0
'
2.
0
0
'
617.40'
Existing Grade
PROPOSED GRADE
CL
N
E
W
R
O
A
D
676.20'
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
-
S
I
G
H
T
-
T
R
I
A
N
G
L
E
S
-
D
I
S
T
A
N
C
E
.
d
w
g
MA
T
T
H
11
/
6
/
2
0
2
5
6
:
0
7
P
M
1
RE
V
/
A
D
D
E
N
D
U
M
/
B
U
L
L
E
T
I
N
x
/
x
x
/
x
x
x
x
SI
G
H
T
D
I
S
T
A
N
C
E
E
X
H
I
B
I
T
0 25'50'100'
SCALE: 1"=50'
HORZ.
LVL
MMS
AMW
C-2.10
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
0'
2.5'
5'
SCALE:
1"=5'
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
330.00'
70' x 10' SIGHT TRIANGLE
70' x 10' SIGHT TRIANGLE
330.00'
CASE B1 - LEFT TURN FROM MINOR
SIGHT DISTANCE = 1.47 x 60 x 11.5
CASE B2 - RIGHT TURN FROM MINOR
SIGHT DISTANCE = 1.47 x 60 x 10.5
PROPOSED BUSINESS PARK ROAD
PROPOSED DESIGN SPEED: 40mph
PROPOSED POSTED SPEED: 35mph
VERTICAL SIGHT DISTANCE PROFILE
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
XX
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
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 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 WL
FM
29 28 27 26262728
29
30
29
28 27 26
28
30
29 28 27 262627
28
29
30
0+
0
0
1+
0
0
2+
0
0
3+
0
0
15
20
25
30
35
40
15
20
25
30
35
40
-1+00 0+00 1+00 2+00 3+00 4+00
3.
5
0
'
305'
2.
0
0
'
Existing Grade
CENTERLINE GRADE
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
-
S
I
G
H
T
-
T
R
I
A
N
G
L
E
S
-
D
I
S
T
A
N
C
E
.
d
w
g
MA
T
T
H
11
/
6
/
2
0
2
5
6
:
0
7
P
M
ST
O
P
P
I
N
G
D
I
S
T
A
N
C
E
E
X
H
I
B
I
T
0 25'50'100'
SCALE: 1"=50'
HORZ.
LVL
MMS
AMW
C-2.11
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
0'
2.5'
5'
SCALE:
1"=5'
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
STOPPING DISTANCE ON LEVEL
ROADWAY= 305' (DESIGN)
STOPPING SIGHT DISTANCE PROFILE
PROPOSED BUSINESS PARK ROAD
PROPOSED DESIGN SPEED: 40mph
PROPOSED POSTED SPEED: 35mph
NOTE:
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.
30
5
'
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
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
OH
E
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/
W
R/
W
R/
W
R/
W
R/
W
R/
W
WL
WL
WL
WL
WL
WL
WL
FM
X X
X
X
XX
X
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
PBPB
EXISTING TIMBER DRIVE
(GRAVEL / SOIL)
EX. 100' NCDOT R.O.W
EX
.
E
D
G
E
O
F
P
A
V
E
M
E
N
T
(
T
Y
P
)
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
LO
D
/
T
C
E
LO
D
/
T
C
E
LO
D
/
T
C
E
LOD/TCE LOD/TCE
PD
E
PD
E
PD
E
LO
D
/
T
C
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/PAE
PU
E
PU
E
PUE
PUE PUE
P
U
E
PU
E
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
LO
D
LO
D
LO
D
LOD
PDE
PDE
P
D
E
PDE PDE
2
8
2
8
29 30
3
0
2
7
2827
2
6
2
6
2
9
2
8
27
26
26
2
8
2
9
28
29 2
9
28
2
7
2
6
2
6
30
'
P
E
R
M
A
N
E
N
T
DR
A
I
N
A
G
E
E
A
S
E
M
E
N
T
5'
LIMITS OF DISTURBANCE / TEMPORARY
CONSTRUCTION EASEMENT (TYP)
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)
W
W W
FM FM FM FM FM FM FM FM FM
SS
SS
SS
SS
W W
W
W
SS
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
10+00 11+00 12+00
1
3
+
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 E E E
W
W
SSSS
W W
W
FM FM16" C-900 DR18 WATER MAIN
2828
27
2
7
2
9
2
8
28
27
2626
27
28
29
2727 28 29 28
27
2
6
2
6
29
29
29
28 27 29
29
282726262728 29
2928272626
28
2928
11152025
25
2
4
2
4
2
6
27
26 27
2
8
2525
28
28
27262423
23
232425262728 28 28
25
27
27
28
SEE SHEET C-3.02
15 20 25
29
29
28 27 26 25262728
SSMH-3
SSMH-5
SSMH-2
SSMH-4
SSMH-1 (GRINDER MANHOLE)
WATER SAMPLING STATION
16" 45° BEND
16" 45° BEND
16"x12" CROSS
FIRE HYDRANT ASSEMBLY
FIRE HYDRANT ASSEMBLY
12" FORCE MAIN
SEE SHEET C-3.05
HO
L
L
Y
S
H
E
L
T
E
R
R
O
A
D
(S
R
-
1
0
0
2
)
8" GRAVITY SEWER
SEE SHEET C-3.03 - C-3.04
SEE SHEET C-3.02
16" C-900 DR18 FORCE MAIN
12" GATE VALVE
12" GATE VALVE 16" GATE VALVE
HOLLY SHELTER PUMP STATION
SEE PS-SERIES SHEETS
EXISTING TIMBER DRIVE
(GRAVEL / SOIL)
PROPOSED_WATER (1)
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
16" C-900 DR18 WATER MAIN
16" 45° BEND
STA: 9+11
16" 45° BEND
STA: 9+59
16"x12" CROSS
STA: 10+70
10" SEWER MAIN
18
"
EX. GRADE
PROP. GRADE
4'
M
I
N
.
18
"
12" FORCE MAIN
16" GATE VALVE
STA 10+74
16" 45° BEND
STA 12+84
FIRE HYDRANT ASSEMBLY
STA 7+61
FIRE HYDRANT ASSEMBLY
STA 3+61
WATER SAMPLING STATION
STA 0+61
DUAL 63.08 LF
ALUMINUM BOX
CULVERT 9'-2" X 3'-3"
3' MIN.
40 LF OF
CONCRETE
ENCASEMENT
T:
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+
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0
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BJPO
MMS
AMW
C-3.00
0 25'50'100'
SCALE: 1"=50'
HORZ.0'
2.5'
5'
SCALE:
1"=5'
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
LOCATE 16" x 16" TEE, 16" VALVE,
16" CAP, AND TIE TO 16" VALVE.
(BY OTHERS)
16" WATER MAIN
(BY OTHERS)
NOTES:
1.MAINTAIN MIN. 18" VERTICAL SEPARATION FROM EX. UTILITIES AND ENCASEMENTS UNLESS DIMENSIONED OTHERWISE.
2.MAINTAIN MIN. 24" VERTICAL SEPARATION FROM EX. STORM DRAINAGE CULVERTS UNLESS DIMENSIONED OTHERWISE.
3.MAINTAIN MIN 4' OF COVER ON ALL PROPOSED UTILITIES UNLESS DIMENSIONED OTHERWISE.
EASEMENT LEGEND
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT 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
'
35
'
P
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A
N
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N
T
UT
I
L
I
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&
A
C
C
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S
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M
E
N
T
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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(9
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R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
RB
Z
2
RB Z2
RB
Z
2
RB Z2
R
B
Z
2
RB
Z
2
EXISTING TIMBER DRIVE
(GRAVEL / SOIL)EXISTING TIMBER DRIVE
(GRAVEL / SOIL)
2
4
"
R
C
P
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
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
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
PUE/PAE
LO
D
LOD
R/W
R/W
R/
W
R/W
R/W
R/
W
23242527
2826
2
8
28
2826252829
2825
2427
27
28
RB
Z
2
RB Z2
RB
Z
2
RB Z2
R
B
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
)
10" PVC SSSSSSSSSSSSSSSSSSSS
W W W W W W
SSSSSSSSSS
SS
SS
28+11.47
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
27+00
28+00
E E E E E E E E E E E E E E E E E
E
E E
EEEEEEEEEEEEEEEEEE
E
E E
E
W W
W W W W16" C-900 DR18 WATER MAIN 16" C-900 DR18 WATER 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
27 26 25252627
28 27
29
292827262525262728
29
29
3130292828293031 32
28 29 30 31
31
2930
29
2828
31
29
32313029282829303132
32313029
31
2930
29 30
31
31 30 29 30
31
31
3031
2
9
30
28 29
29 28 27 2626272829
30
30
2928272626272829
29 SSMH-7
SSMH-6
SSMH-8
SSMH-9
27
"
x
4
4
"
A
R
C
H
P
I
P
E
24" RCP
16" 22.5° BEND
16" 22.5° BEND
16" 22.5° BEND
FIRE HYDRANT ASSEMBLY
FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY
16" 45° BEND
16" 45° BEND 16" 45° BEND
16" 45° BEND
16" 22.5° BEND
FIRE HYDRANT ASSEMBLY
16" GATE VALVE
PROPOSED_WATER (1)
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+0028+20
16" C-900 DR18 WATER MAIN
EX. GRADE
PROP. GRADE
16" 22.5° BEND
STA: 26+16
4'
M
I
N
.
4'
M
I
N
.
16" 45° BEND
STA 13+38
16" 45° BEND
STA 25+64
16" 45° BEND
STA 25+67 16" 45° BEND
STA 26+06
16" 45° BEND
STA 26+09
FIRE HYDRANT ASSEMBLY
STA 23+88FIRE HYDRANT ASSEMBLY
STA 19+88FIRE HYDRANT ASSEMBLY
STA 15+88
16" 22.5° BEND
STA 26+87 16" 22.5° BEND
STA 27+29
16" 22.5° BEND
STA 27+93
FIRE HYDRANT ASSEMBLY
STA 27+97
16" GATE VALVE
STA 28+11
2" BLOW-OFF ASSEMBLY
T:
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11
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LVL
MMS
AMW
C-3.01
0 25'50'100'
SCALE: 1"=50'
HORZ.0'
2.5'
5'
SCALE:
1"=5'
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
NOTES:
1.MAINTAIN MIN. 18" VERTICAL SEPARATION FROM EX. UTILITIES AND ENCASEMENTS UNLESS
DIMENSIONED OTHERWISE.
2.MAINTAIN MIN. 24" VERTICAL SEPARATION FROM EX. STORM DRAINAGE CULVERTS UNLESS
DIMENSIONED OTHERWISE.
3.MAINTAIN MIN 4' OF COVER ON ALL PROPOSED UTILITIES UNLESS DIMENSIONED OTHERWISE.
EASEMENT LEGEND
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT DRAINAGE EASEMENT
PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT
PERMANENT UTILITY EASEMENT
LIMITS OF DISTURBANCE
TCE
PDE
PUE
LOD
PUE/PAE
VA
R
I
A
B
L
E
W
I
D
T
H
P
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R
M
A
N
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N
T
UT
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&
A
C
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S
S
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S
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M
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N
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35
'
P
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R
M
A
N
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N
T
UT
I
L
I
T
Y
&
A
C
C
E
S
S
EA
S
E
M
E
N
T
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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7
6
0
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-
1
4
2
3
(9
1
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)
8
2
8
-
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5
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2" BLOW OFF ASSEMBLY
PROPOSED_WATER_INTERSECTION-SE
8
12
16
20
24
28
32
36
8
12
16
20
24
28
32
36
-1+00 0+00 1+00 2+00
Pipe Run - (3)
8
12
16
20
24
28
32
36
8
12
16
20
24
28
32
36
-1+00 0+00 1+00 2+00 3+00
FUTURE ROADWAY
EXTENSION DRAINAGE
DITCH (BY OTHERS)
12" GATE VALVE
STA 1+44
12" GATE VALVE
STA 0+03
12"x12" TEE
STA: 1+39
EX. GRADE
PROP. G
R
A
D
E
4'
M
I
N
.
EX
.
G
R
A
D
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PROP. GRADE
4'
M
I
N
.
2" BLOW-OFF ASSEMBLY
2" BLOW-OFF ASSEMBLY
12" GATE VALVE
STA 0+03
12" GATE VALVE
STA 0+9912" C
-
9
0
0
D
R
1
8
W
A
T
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R
M
A
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N
12" C-900 DR
1
8
WATER MAIN
10" SEWER MAIN
22
"
12" FORCE MAIN
2'
M
I
N
.
10" SEWER MAIN
3'
M
I
N
.
27"X44" STORM
12" FORCE 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
X
X
X X
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X
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R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
PBPB
LO
D
/
T
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E
LOD/TCE
LOD/TCE
L
O
D
/
T
C
E
LO
D
/
T
C
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PU
E
/
P
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PU
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/
P
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PU
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/
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PU
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/
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PU
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/
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PUE
PUE
PU
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PU
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PU
E
PUE
PUE
PD
E
PD
E
PDE
PD
E
PD
E
FM
SSSS
SS
W
W
W W
1+43.62 0+001+00
SS
SS
W
FM
FM
11
15
20
25
25
2424
26
27 26
27
28
2525
28
27
26
24
23
23
2
3
2425262728
28
28
25
27
27
28
15
20
25
12" GATE VALVE12"x12" TEE
12" C-900 DR18 WATER MAIN
12" GATE VALVE
FIRE HYDRANT ASSEMBLY
2" BLOW-OFF ASSEMBLY
29
29
28
27
26
25
26
27
28
(G
R
A
V
E
L
/
S
O
I
L
)
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
X
X
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
LO
D
/
T
C
E
LO
D
/
T
C
E
LO
D
/
T
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LO
D
/
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/
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/
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/
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PU
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/
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PU
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/
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PU
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/
P
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PD
E
FM
SS
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W
W
SS
0+00 0+98.81
E
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E
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E
E
E
E
E
E
E
E
E
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E
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W
0+00
SS
SS
W
FM
FM
29
20
25
2424
26
27 26
27
28
2525
2828
27
26
24
23
23
2
3
2425262728
28
28
25
29
29
12" C-900 DR18 WATER MAIN
12" GATE VALVE
12" GATE VALVE
2" BLOW-OFF ASSEMBLY
28
27
26
25
26
27
28
EX
I
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T
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B
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R
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)
T:
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3
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0
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d
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g
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11
/
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:
2
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P
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M
A
I
N
P
L
A
N
A
N
D
P
R
O
F
I
L
E
S
LVL
MMS
AMW
C-3.02
0 25'50'100'
SCALE: 1"=50'
HORZ.0'
2.5'
5'
SCALE:
1"=5'
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
NOTES:
1.MAINTAIN MIN. 18" VERTICAL SEPARATION FROM EX. UTILITIES AND ENCASEMENTS UNLESS
DIMENSIONED OTHERWISE.
2.MAINTAIN MIN. 24" VERTICAL SEPARATION FROM EX. STORM DRAINAGE CULVERTS UNLESS
DIMENSIONED OTHERWISE.
3.MAINTAIN MIN 4' OF COVER ON ALL PROPOSED UTILITIES UNLESS DIMENSIONED OTHERWISE.
EASEMENT LEGEND
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT 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
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A
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W
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B
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0
3
-
1
4
2
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(9
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:
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-
0
1
1
5
WATER MAIN SW 0+00.00 - 1+43.62 WATER MAIN NE 0+00.00 - 28+16.11
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
X
X
X X
X
X
X
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
PBPB
LO
D
/
T
C
E
LO
D
/
T
C
E
LO
D
/
T
C
E
LO
D
/
T
C
E
LO
D
/
T
C
E
LO
D
/
T
C
E
LO
D
/
T
C
E
LOD/TCE
LOD/TCE
L
O
D
/
T
C
E
LO
D
/
T
C
E
PU
E
/
P
A
E
PU
E
/
P
A
E
PU
E
/
P
A
E
PU
E
/
P
A
E
PU
E
/
P
A
E
PU
E
/
P
A
E
PU
E
/
P
A
E
LO
D
/
T
C
E
PUE
PUE
PU
E
PU
E
PU
E
PUE
PUE
PU
E
PU
E
PU
E
PU
E
PU
E
PU
E
PU
E
PU
E
PU
E
/
P
A
E
PU
E
/
P
A
E
PU
E
/
P
A
E
PU
E
/
P
A
E
PU
E
/
P
A
E
PU
E
/
P
A
E
PU
E
/
P
A
E
PD
E
PD
E
PDE
PD
E
PD
E
SS
SS
SS
SSSS
SS
W
W
W
W
SS
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
0+
0
0
1+
0
0
2+00 3+00
4+
0
0
5+
0
0
6+
0
0
7+
0
0
8+
0
0
W W
SS
SS
FM
FM
11
15
20
25
25
2424
26
27 26
27
28
2828
27
26
24
2323
2
3
2425262728
28
28
25
27
27
28
15
20
25
29
28
27
26
2525
26
27
28
28
27
29
29
28
27
26
2525
26
27
28
29
29
29
29
28
27
26
25
26
27
28
1
0
"
P
V
C
10" PVC
1
0
"
P
V
C
1
0
"
P
V
C
1
0
"
P
V
C
SSMH-2
RIM = 27.79
STA = 1+18.90
SSMH-3
RIM = 28.61
STA = 3+14.89
SSMH-5
RIM = 28.58
STA = 5+57.88
SSMH-6
RIM = 28.97
STA = 7+16.26
SSMH-4
RIM = 28.55
STA = 4+72.03
SSMH-1 (GRINDER MANHOLE)
RIM = 28.40
STA = 0+00.00
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
)
PROPOSED_GRAVITY_SEWER
0
5
10
15
20
25
30
35
40
0
5
10
15
20
25
30
35
40
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
118.89 LF OF 10" C900 DR18 PVC @ 0.28%
195.99 LF OF 10" C900 DR18 PVC @ 0.28%
85.85 LF OF 10" C900 DR18 PVC @ 0.28%
158.38 LF OF 10" C900 DR18 PVC @ 0.28%
EX. GRADE
PROP. GRADE
16" WATER MAIN
12" FORCEMAIN
10
"
I
N
V
.
I
N
:
1
3
.
2
2
(
N
)
10
"
I
N
V
.
O
U
T
:
1
1
.
7
2
(
S
)
10
"
I
N
V
.
I
N
:
1
4
.
5
5
(
E
)
10
"
I
N
V
.
O
U
T
:
1
3
.
5
5
(
S
)
10
"
I
N
V
.
I
N
:
1
5
.
2
0
(
S
E
)
10
"
I
N
V
.
O
U
T
:
1
5
.
1
0
(
W
)
10
"
I
N
V
.
I
N
:
1
6
.
0
8
(
S
)
10
"
I
N
V
.
O
U
T
:
1
5
.
9
8
(
N
W
)
10
"
I
N
V
.
I
N
:
1
6
.
6
2
(
S
)
10
"
I
N
V
.
O
U
T
:
1
6
.
5
2
(
N
)
SSMH-1 (GRINDER MANHOLE) (5' I.D.)
STA = 0+00
RIM = 28.40 SSMH-2 (4' I.D.)
STA = 1+19
RIM = 27.79
SSMH-3 (4' I.D.)
STA = 3+15
RIM = 28.61
SSMH-5 (4' I.D.)
STA = 5+58
RIM = 28.58
SSMH-6 (4' I.D.)
STA = 7+16
RIM = 28.97
FUTURE ROADWAY
EXTENSION DRAINAGE
DITCH (BY OTHERS)
18
"
20
"
10
"
I
N
V
.
I
N
:
1
5
.
7
4
(
S
E
)
10
"
I
N
V
.
O
U
T
:
1
5
.
6
4
(
N
W
)
SSMH-4 (4' I.D.)
STA = 4+72
RIM = 28.55
157.14 LF OF 10" C900 DR18 PVC @ 0.28%
10" WATER MAIN
34
"
12" WATER MAIN
24" GRAVITY SEWER
(SEE SHEET PS-2.1)
T:
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11
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-
0
+
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0
.
0
0
-
8
+
0
0
.
0
0
LVL
MMS
AMW
C-3.03
0 25'50'100'
SCALE: 1"=50'
HORZ.0'
2.5'
5'
SCALE:
1"=5'
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
NOTES:
1.MAINTAIN MIN. 18" VERTICAL SEPARATION FROM EX. UTILITIES AND ENCASEMENTS UNLESS DIMENSIONED OTHERWISE.
2.MAINTAIN MIN. 24" VERTICAL SEPARATION FROM EX. STORM DRAINAGE CULVERTS UNLESS DIMENSIONED OTHERWISE.
3.MAINTAIN MIN 3' OF COVER ON ALL PROPOSED UTILITIES UNLESS DIMENSIONED OTHERWISE.
EASEMENT LEGEND
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT DRAINAGE EASEMENT
PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT
PERMANENT UTILITY EASEMENT
LIMITS OF DISTURBANCE
TCE
PDE
PUE
LOD
PUE/PAE
VARIABLE WIDTH PERMANENT
UTILITY & ACCESS
EASEMENT
35' PERMANENT
UTILITY & ACCESS
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
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N
T
Y
HO
L
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B
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S
S
P
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K
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P
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A
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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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t
h
B
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a
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A
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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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n
c
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p
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.
c
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Li
c
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n
s
e
N
u
m
b
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r
:
F
-
0
1
1
5
MATCHLINE - 8+00.00
SEWER MAIN 0+00.00 - 8+00.00
FUTURE ROADWAY TURNOUT
DRAINAGE DITCH
(BY OTHERS)
544228.471BLUE FLAG 544328.720BLUE FLAG
544428.622
BLUE FLAG
5445
28.393BLUE FLAG
544628.970BLUE FLAG
544728.926BLUE FLAG
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
RB
Z
2
RB Z2
RB
Z
2
RB Z2
R
B
Z
2
RB
Z
2
EXISTING TIMBER DRIVE
(GRAVEL / SOIL)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
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/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
LOD
R/W
R/W
R/
W
R/W
R/W
R/
W
23242527
2826
2
8
28
2826252829
28252427
27
28
RB
Z
2
RB Z2
RB
Z
2
RB Z2
R
B
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
)
SSSSSSSSSSSSSSSSSS
W W W W W
SSSSSSSSSS
SS
SS
E E E E E E E E E E E E E E E
E
E E
EEEEEEEEEEEEEEEE
E
E E
E
21+46.908+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
20+00
21+00
W W
W 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
29
3130292828293031 32
28 29 30 31
31
2930
29
2828
31
29
32313029282829303132
32313029
31
2930
29 30
31
31 30 29 30
31
31
3031
293
0
10" PVC
10" PVC
10" P
V
C
10" PVC
10" PVC
28 29
29 28 27 2626272829
30
30
2928272626272829
29
SSMH-8
RIM = 30.45
STA = 15+16.26
SSMH-9
RIM = 31.82
STA = 19+16.26
SSMH-10
RIM = 31.21
STA = 20+09.70
SSMH-11
RIM = 29.95
STA = 21+46.90
SSMH-7
RIM = 29.71
STA = 11+16.26
PROPOSED_GRAVITY_SEWER
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
EX. GRAD
E
PROP. GRADE
400.00 LF OF 10" C900 DR18 PVC @ 0.28%
400.00 LF OF 10" C900 DR18 PVC @ 0.28%
10
"
I
N
V
.
I
N
:
1
7
.
8
4
(
S
)
10
"
I
N
V
.
O
U
T
:
1
7
.
7
4
(
N
)
10
"
I
N
V
.
I
N
:
1
9
.
0
6
(
S
E
)
10
"
I
N
V
.
O
U
T
:
1
8
.
9
6
(
N
)
SSMH-7 (4' I.D.)
STA = 11+16
RIM = 29.71
SSMH-8 (4' I.D.)
STA = 15+16
RIM = 30.45 SSMH-9 (4' I.D.)
STA = 19+16
RIM = 31.82
SSMH-10 (4' I.D.)
STA = 20+10
RIM = 31.21 SSMH-11 (4' I.D.)
STA = 21+47
RIM = 29.95
10
"
I
N
V
.
I
N
:
2
0
.
2
8
(
S
E
)
10
"
I
N
V
.
O
U
T
:
2
0
.
1
8
(
N
W
)
10
"
I
N
V
.
I
N
:
2
0
.
6
4
(
S
)
10
"
I
N
V
.
O
U
T
:
2
0
.
5
4
(
N
W
)
10
"
I
N
V
.
O
U
T
:
2
1
.
0
2
(
N
)
400.00 LF OF 10" C900 DR18 PVC @ 0.28%
93.43 LF OF 10" C900 DR18 PVC @ 0.28%
137.21 LF OF 10" C900 DR18 PVC @ 0.28%
24" RCP
STORM PIPE
21
"
21
"
24" RCP
STORM PIPE
27
"
T:
\
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a
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d
\
P
r
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w
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-
3
5
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4
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B
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3
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.
d
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MA
T
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11
/
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5
7
:
2
2
P
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GR
A
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W
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P
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A
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A
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-
8
+
0
0
.
0
0
-
2
1
+
4
6
.
9
0
LVL
MMS
AMW
C-3.04
0 25'50'100'
SCALE: 1"=50'
HORZ.0'
2.5'
5'
SCALE:
1"=5'
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
NOTES:
1.MAINTAIN MIN. 18" VERTICAL SEPARATION FROM EX. UTILITIES AND ENCASEMENTS UNLESS
DIMENSIONED OTHERWISE.
2.MAINTAIN MIN. 24" VERTICAL SEPARATION FROM EX. STORM DRAINAGE CULVERTS UNLESS
DIMENSIONED OTHERWISE.
3.MAINTAIN MIN 3' OF COVER ON ALL PROPOSED UTILITIES UNLESS DIMENSIONED OTHERWISE.
EASEMENT LEGEND
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT DRAINAGE EASEMENT
PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT
PERMANENT UTILITY EASEMENT
LIMITS OF DISTURBANCE
TCE
PDE
PUE
LOD
PUE/PAE
VA
R
I
A
B
L
E
W
I
D
T
H
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
35
'
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
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
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W
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0
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(9
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)
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MA
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L
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-
8
+
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0
.
0
0
SEWER MAIN 8+00.00 - 21+46.64
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
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
OH
E
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/
W
R/
W
R/
W
R/
W
R/
W
R/
W
WL
WL
WL
WL
WL
WL
WL
FM
X X
X
X
XX
X
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
PBPB
EXISTING TIMBER DRIVE
(GRAVEL / SOIL)
EX. 100' NCDOT R.O.W
EX
.
E
D
G
E
O
F
P
A
V
E
M
E
N
T
(
T
Y
P
)
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
LO
D
/
T
C
E
LO
D
/
T
C
E
LO
D
/
T
C
E
LOD/TCE LOD/TCE
PD
E
PD
E
PD
E
LO
D
/
T
C
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/PAE
PU
E
PU
E
PUE
PUE PUE
P
U
E
PU
E
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
LO
D
LO
D
LO
D
LOD
PDE
PDE
P
D
E
PDE PDE
2
8
2
8
29 30
3
0
2
7
2827
2
6
2
6
2
9
2
8
27
26
26
2
8
2
9
28
29 2
9
28
2
7
2
6
2
6
30
'
P
E
R
M
A
N
E
N
T
DR
A
I
N
A
G
E
E
A
S
E
M
E
N
T
5'
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)
W
W W
FM FM FM FM FM FM FM FM FM
SS
SS
SS
SS
W W
W
W
SS
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
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
9+
0
0
10+00 11+00 1
2
+
0
0
12
+
4
1
.
1
9
SSSS
W W
W
FM FM
2828
27
2
7
2
9
2
8
28
27
2626
27
28
29
2727 28 29 28
27
2
6
2
6
29
29
29
28 27 29
29
282726262728 29
2928272626
28
2928
11152025
25
2
4
2
4
2
6
27
26 27
2
8
2525
28
28
27262423
23
232425262728 28 28
25
27
27
28
15 20 25
29
29
28 27 26 25262728
12" C-900 DR18 FORCE MAIN SSMH-3
SSMH-5
SSMH-2
SSMH-4
SSMH-1 (GRINDER MANHOLE)
HO
L
L
Y
S
H
E
L
T
E
R
R
O
A
D
(S
R
-
1
0
0
2
)
12" 45° DI BEND
12" 45° DI BEND
12" 45° DI BEND
12" 45° DI BEND
12" 45° DI BEND
EXISTING TIMBER DRIVE
(GRAVEL / SOIL)
12" 45° DI BEND
PROPOSED_FORCE_MAIN
5
10
15
20
25
30
35
5
10
15
20
25
30
35
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
EX. G
R
A
D
E
PROP. GRADE
4'
M
I
N
.
12" C-900 DR18 FORCE MAIN
12" 45° DI BEND
STA 8+96 12" 45° DI BEND
STA 9+63
12" 45° DI BEND
STA 9+93
12" 45° DI BEND
STA 11+90
12" 45° DI BEND
STA 12+16
12" 45° DI BEND
STA 8+72
12" SEWER MAIN 12" WATER MAIN
T:
\
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e
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\
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.
d
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:
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-
0
+
0
0
.
0
0
-
1
3
+
1
6
.
3
6
LVL
MMS
AMW
C-3.05
0 25'50'100'
SCALE: 1"=50'
HORZ.0'
2.5'
5'
SCALE:
1"=5'
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
LOCATE 12" FORCE MAIN
AND TIE TO IT
16" WATER MAIN
(BY OTHERS)
NOTES:
1.MAINTAIN MIN. 18" VERTICAL SEPARATION FROM EX. UTILITIES AND ENCASEMENTS UNLESS DIMENSIONED OTHERWISE.
2.MAINTAIN MIN. 24" VERTICAL SEPARATION FROM EX. STORM DRAINAGE CULVERTS UNLESS DIMENSIONED OTHERWISE.
3.MAINTAIN MIN 4' OF COVER ON ALL PROPOSED UTILITIES UNLESS DIMENSIONED OTHERWISE.
EASEMENT LEGEND
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT 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
'
35
'
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
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
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N
T
Y
HO
L
L
Y
S
H
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L
T
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R
B
U
S
I
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E
S
S
P
A
R
K
-
P
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A
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E
1
RE
V
I
S
I
O
N
S
12
0
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o
r
t
h
B
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y
l
a
n
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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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e
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m
p
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.
c
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m
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:
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1
5
MAT
C
H
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I
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-
1
3
+
0
0
.
0
0
FORCE MAIN 0+00.00 - 13+16.36
0+50
10
20
30
40
50
10
20
30
40
50
0 10 20 30 40 50 60 70 80 900102030
1+00
10
20
30
40
50
10
20
30
40
50
0 10 20 30 40 50 60 70 80 900102030
1+50
10
20
30
40
50
10
20
30
40
50
0 10 20 30 40 50 60 70 80 900102030
2+00
10
20
30
40
50
10
20
30
40
50
0 10 20 30 40 50 60 70 80 900102030
2+50
10
20
30
40
50
10
20
30
40
50
0 10 20 30 40 50 60 70 80 900102030
3+00
10
20
30
40
50
10
20
30
40
50
0 10 20 30 40 50 60 70 80 900102030
3+50
10
20
30
40
50
10
20
30
40
50
0 10 20 30 40 50 60 70 80 900102030
4+00
10
20
30
40
50
10
20
30
40
50
0 10 20 30 40 50 60 70 80 900102030
OF
S
T
:
0
.
0
0
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E
V
:
3
0
.
2
8
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:
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:
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:
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16" WATER MAIN (BY OTHERS)16" WATER MAIN (BY OTHERS)
16" WATER MAIN (BY OTHERS)16" WATER MAIN (BY OTHERS)
16" WATER MAIN (BY OTHERS)16" WATER MAIN (BY OTHERS)
16" WATER MAIN (BY OTHERS)16" WATER MAIN (BY OTHERS)
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SCALE: 1"=10'
HORZ.
LVL
MMS
AMW
C-4.00
HOLLY SHELTER ROADWAY IMPROVEMENT 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
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SCALE:
1"=10'
VERT.
NOTE:
ALL ROADWAY, SHOULDER, AND DITCH SLOPES
ARE
TYPICAL UNLESS OTHERWISE SPECIFIED