20220717 Ver 1_21025_Updated Offsite Roadway Plans_4-6-2022 for USACE_20220525

4
330'
325'
335'
340'
345'
350'
330'
325'
335'
340'
345'
350'
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
NOTES: 1. ALL DIMENSIONS ARE TO THE EDGE OF TRAVEL UNLESS OTHERWISE NOTED
2. MAINTAIN ACCESS TO ALL MAILBOXES WITHIN THE PROJECT LIMITS. RELOCATE MAILBOXES AS NEEDED.
3. UTILITIES RELOCATED BY OTHERS.
S
EE
S
H
EET
5
M
ATC
H
LIN
E
-
L-

S
TA. 7
+
5
0
AC
M
W
TAPER
25'
1
0
'
+
/
-
1
0
'
+
/
-
22' TYP.
1
1
'
1
1
'
e max 04
e = 04
DS = 50
5+00
PI Sta 6+07.20
D
L = 282.20'
T = 142.20'
R = 926.00'
-L-
-L-
-
L
-

P
O
T

S
t
a
.

0
+
0
0
.
0
0
-
L
-

P
C

S
t
a
.

4
+
6
5
.
0
0
-
L-

P
T

S
ta
. 7
+
4
7
.2
0OUTFALL #1
6 SY GEOTEXTILE
3 TONS RIP RAP
CLASS B RIP RAP
WBL
EBL 2'
FD
P
S
2'
FD
P
S
2' FDPS
2' FDPS
.0
3
.0
4
.0
4
.0
3
.
0
15
.
0
1
.
0
0
.
0
1
.
0
2
.
0
3
.
0
4
.
0
4
-L- POT STA 3+17.22
BEGIN PROJECT 21025
RETAIN FENCE
-L- GREEN LEVEL WEST ROAD
+
6
9
.
4
2
S
IGHT
D
ISTANCE
1
.4
7
*5
0m
p
h
*
(7
.5+
0
.5
)=
5
9
0'
+
8
7
.2
0
-
3
.3
0
2
0
%
-
1
.
5
2
0
6
%

.
0
15
E
X
I
S
T
.
.
0
3
3

E
X
I
S
T
.
BEGIN WBL 926' RAD RT
-L- +40.09, 0.00'
BEGIN WBL 1400' RAD RT
-L- +17.22, 0.00'
INCIDENTAL MILLING
45'
TYP
.
EBL
550
' TRANSITION
WBL
926
'
RAD
2
6
.0
2
'11'
VAR
11'
END WBL 926' RAD RT
-L- +40.44, 7.61' RT
+
3
8
.5
7
4:
1
W
A
K
E

C
O
U
N
T
Y

L
I
N
E
C
H
A
T
H
A
M

C
O
U
N
T
Y

L
I
N
E
SDE
SDE
SDE
NEW
R
/W
(1377
' RAD)
30.16' RT
-L- +56.77
45.50' RT
-L- +48.45
45.00' RT
-L- +00.00
59.65' RT
-L- +72.00
59.65' RT
-L- +72.00
35.00' RT
-L- +00.00
30.28' RT
-L- +17.22 34.25' RT
-L- +98.60
F
F
F
C
F
C
R
E
V
IS
I
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N
S

SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

R/W SHEET NO.8
/
1
7
/
9
9
4
/
6
/
2
0
2
2
.
.
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P
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2
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0
2
5
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4
.
d
g
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e
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:

h
r
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w
a
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INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.rameykemp.com
NC License No. C-0910
Phone: [phone]
Raleigh, North Carolina 27609
5808 Faringdon Place
21025
PI = 4+39.00
EL = 332.76'
(+)1.3200%
VC = 120'
K = 122
PI = 7+45.00
EL = 336.67'
(+)1.3200%
VC = 240'
K = 65
DS = 55 MPH
DS = 40 MPH
ELEV. 332.35
-L- STA 3+17.22
BEGIN GRADE
EXISTING GROUND
PROPOSED GRADE
E
L=
3
3
2
.
5
6
'
-
L-

P
C

S
T
A
.

3
+
7
9
.
0
0
E
L=
3
3
3
.
5
5
'
-
L-

P
T

S
T
A
.

4
+
9
9
.
0
0
E
L=
3
3
5
.
0
8
'
-
L-

P
C

S
T
A
.

6
+
1
5
.
0
0
(+)5.0350%
-L-
(+)0.3373%
590' SD
5
7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
330'
335'
340'
345'
350'
355'
330'
335'
340'
345'
350'
355'
S
E
E
S
H
E
E
T
6
M
A
T
C
H
LI
N
E
-
L-

S
T
A.
1
4
+
5
0
SEE
S
H
EET
4
M
ATC
H
LIN
E
-
L-

S
TA. 7
+
5
0
PAVEMENT REMOVAL
M
R=630.00'
L=73.21'S
4
8°
2
9'
1
3
"
E
2
0
3.
9
0'
R=320.00'
L=272.48'
44.8 red oak
54 white oak
28 white oak
57.8 white oak
37.5 white oak
38 red oak
21 gum
30 gum
15" RCP
INV: 337.25'
N82°43'32"E
98.78'
15" RCP
INV: 334.68'
4
8'
R
4
8'
R
11'
11'
11'
11'
11'
11'

41'
1
8'
1
1'
1
2'
3
9
.5
'
1
1'
1
1'
45
'
TYP
.
11'
VAR
11'
11.0
'
11.0
'
11.0
'
10
+
0
0
e max 04
DS = 50
PI Sta 13+10.29
D
L = 621.73'
T = 323.10'
R = 926.00'
e = 04
-L
-
-L-
-L-
-
L-

P
T

S
ta
. 7
+
4
7
.2
0
-
L-

P
C

S
ta
. 9
+
8
7
.2
0
90 SY GEOTEXTILE
40 TONS RIP RIP
CLASS B RIP RIP
REMOVE 15" RCP
BERM DITCH
OUTFALL #2
WBL
E
B
L
EBL
WBL
4
2
' RT
-
L-
+
18
.0
5
5' SIDEWALK
2'-6" CURB & GUTTER
WBL 550' TRANSITION
4
2
' RT
-
L-

+
5
3
.6
3
+
2
8
.2
4
2
' FDPS
2' FDPS
WBL 100' TAPER
BEGIN WBL 915' RAD LT
-L- +42.01, 11.35' RT
5'
S
ID
EW
A
LK
2'
-6
" CU
RB
&
G
U
T
TER
& GUTTER
2'-6" CURB1'-6" CURB & GUTTER
20.67' RT
+31.06
EBL 926' RAD
WBL 915' RAD
BEGIN 2'-6" CURB & GUTTER
-L- +92.58
V
A
R
.0
0
.0
1
.0
2
.0
2
.0
1
.0
1
.0
2
.0
3
.0
4
-L
- G
R
E
EN

L
EV
E
L
W
E
S
T

R
O
A
D
+
4
7
.2
0
S
T
R
E
E
T

A
P
OT

S
ta
. 9
+
9
9
.2
2
-
L-

P
OT

S
ta
. 9
+
8
6
.4
8

=
SIGHT DISTANCE
1.47*50mph*(7.5+1.5)=665'
W
B
L

1
9
9'
S

5
9
°
4
8'
7
" E
S
IGHT
D
ISTANCE
1
.4
7
*
5
0m
p
h
*
(7
.5+
0
.5
)=
5
9
0'
10' X 70' SIGHT TRIANGLE
10'
X
70'
SI
G
H
T
TRI
A
N
G
LE
E
B
L
5
5
0'
T
R
A
N
S
IT
IO
N
BEGIN EBL 926' RAD LT
-L- +41.81, 22.34' RT
VAR
4:
1
(SEE DETAIL)
BEGIN SAFTEY RAIL
-L- 14+06.00
N
EW

3
0'
R
/W
N
EW

5
5'
R
/W
NEW 55' R/W
NEW 30' R/W
W
A
K
E

C
O
U
N
T
Y

L
I
N
E
C
H
A
T
H
A
M

C
O
U
N
T
Y

L
I
N
E
30.00' LT
-L- +18.45
W
A
K
E

C
O
U
N
T
Y

LIN
E
C
H
A
T
H
A
M

C
O
U
N
T
Y
LIN
E
38.62' LT
-L- +55.00
40.00' LT
-L- +00.00
40.00' LT
-L- +00.00
40.00' LT
-L- +00.00
82.00' RT
-L- +00.00 95.00' RT
-L- +10.00
55.00' RT
-L- +15.00
30.00' LT
-L- +87.20
SDE
SDE
SDE
45.50' RT
-L- +93.40
55.00' RT
-L- +95.65
SDE
SDE
75.00' RT
-L- +50.00
90.00' RT
-L- +45.00
90.00' RT
-L- +50
55.00' RT
85.00' RT &
-L- +80.00
55.00' RT
-L- +58.71
55.00' RT
-L- +12.27
59.65' RT
-L- +72.00
80.00' RT
-L- +00.00
72.00' RT
-L- +22.00
108.00' RT
-L- +58.18
108.00' RT
-L- +18.46
80.00' RT
-L- +35.00
30.00' LT
-L- +70.10
59.65' RT
-L- +72.00
F
C
C
C
C
F
F
C
C
C
F
R
E
V
IS
I
O
N
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SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

R/W SHEET NO.8
/
1
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/
9
9
4
/
6
/
2
0
2
2
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.
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5
.
d
g
n
U
s
e
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:

h
r
i
d
g
e
w
a
y
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.rameykemp.com
NC License No. C-0910
Phone: [phone]
Raleigh, North Carolina 27609
5808 Faringdon Place
21025
PI = 10+55.00
EL = 352.78'
VC = 400'
K = 46
DS = 40 MPH
PI = 7+45.00
EL = 336.80'
VC = 250'
K = 65
DS = 40 MPH
PI = 15+20.00
EL = 336.17'
VC = 440'
K = 90
DS = 45 MPH
EXISTING GROUND
PROPOSED GRADE
E
L=
3
4
2
.
7
1
'
-
L-

P
T

/ P
C

S
T
A
.

8
+
5
5
.
0
0
E
L=
3
4
5
.
3
7
'
-
L-

P
T

/ P
C

S
T
A
.

1
3
+
0
0
.
0
0
-L-
(+)5.0350%
(+)5.0350%
(
-
)
3.
5720%
-
L-

P
T

S
T
A
.

1
2
+
5
5
.
0
0
E
L=
3
4
5
.
6
4
'S
T
R
E
E
T

A

S
t
a
. 9
+
9
9
.2
2
-
L
-

S
t
a
. 9
+
8
6
.4
8

=
E
L=
3
4
8
.
6
0
'
C
R
E
S
T

-
L-

S
T
A
.

1
0
+
8
8
.
9
9
590' SD 665
' SD
(
-
)
3.
5720%
6
14+00 15+00 16+00 17+00 18+00 19+00 20+00
330'
335'
340'
345'
350'
355'
335'
340'
345'
350'
355'
330'
S
EE
S
H
EET
5
M
A
TC
H
LIN
E
-
L-

S
TA
. 14
+
5
0
FOH
GTSGV
N80°33
'13"E
310
.74
'
31
gum
24
red
oak
41
.8
red
oak
18
gum
23
pos
t oak
20
w
illow
oak
23
ceda
r
18
ceda
r
19
m
ap
le
30
gum
19
gum
28
gum
19
gum
23
gum
23
gum
20
gum
24"
RCP
INV
: 331
.32
'
24"
RCP
INV
: 328
.81
'
18"
RCP
INV
: 334
.87
'
15"
RCP
INV
: 336
.16
'15"
RCP
INV
: 335
.65
'
18"
RCP
INV
: 334
.99
'
11'
1
1
'
11'
11'
3
9
.
5
'
11'
11'
15+00
20+00
-L-
e max 04
e = 04
DS = 50
PI Sta 13+10.29
D
L = 621.73'
T = 323.10'
R = 926.00'
-L-
-
L
-

P
T

S
t
a
. 16
+
0
8
.9
3
1001
1002
29 SY GEOTEXTILE
20 TONS RIPRAP
CLASS 1 RIPRAP
29 SY GEOTEXTILE
13 TONS RIP RIP
CLASS B RIP RIP
105 LF 30" RCP
REMOVE 24" RCP
9 SY GEOTEXTILE
4 TONS RIP RIP
CLASS B RIP RIP
72 LF 18" RCP
REMOVE 18" RCP
OUTFALL #3
INVERT 334.7
OUTLET STATION -L- 16+48 LT
INVERT 335.0
INLET STATION -L- 17+18 LT
PIPE 1002
GRADE TO DRAINGRADE TO DRAIN
FLOWABLE FILL, 5 cuyd
INVERT 325.33
OFFSET 74
OUTLET STATION -L- 15+75 RT
INVERT 331.78
OFFSET -30.06
INLET STATION -L- 15+63 LT
PIPE 1001
300 SY
ROCK PLATING
EBL
WBL
5' SIDEWALK
2'-6" CURB & GUTTER
+
7
4
.
2
4
END EBL 926' RAD.
-L- +72.78, 0.71' RT
V
A
R
EBL 926' RAD
VA
R
.0
0
.0
1
.0
2
.0
3
.0
4
.0
4
.0
3
.0
2
-L- POT STA 17+40.00
END PROJECT 21025
END WBL 919.72' RAD.
-L- +72.48, 1.32' RT
T
T
T
MARKERS
OBJECT
TYPE 3
S80°40'22"W
EBL
N81°49'7"E
WBL
+
7
2
.
0
0
.0
2
5
.0
2
5
.0
1
.0
0
5
.0
0
5
.0
1
.0
2
.0
3
E
X
M
A
T
C
H
E
X
M
A
T
C
H
1
1
'
+
16
.4
3
+
4
8
.9
3
45' TYP.
+
3
7
.4
3
22' TYP.2:1
+
5
5
.0
0
+
9
0
.
0
0
+
3
5
.0
0
+
1
0
.
0
0
SIDEWALK
6'
(SEE DETAIL)
SAFTEY RAIL
SAFTEY RAIL (SEE DETAIL)
5' SIDEWALK AND
END 2'-6" CURB & GUTTER,
-L- +15.00
30.00' LT
35.00' LT
-L- +94.01
93.00' RT
-L- +85.00
SDE
SDE
55.00' RT
-L- +80.34
45.27' LT
-L- +31.02
30.46' LT
-L- +58.11
30.00' LT
-L- +84.63
40.00' LT
-L- +00.00
41.00' LT
-L- +59.71
37.50' LT
-L- +50.00
50.51' LT
-L- +00.02
30.00' LT
-L- +49.45
55.00' RT
-L- +55.00
EX R/W 30.59' LT
-L- +20.00
29.48' RT
-L- +85.24
55.00' RT
-L- +08.93
105.00' RT
-L- +85.00
105.00' RT
-L- +60.00
90.00' RT
-L- +20.00
55.00' RT
-L- +20.00
55.00' RT
-L- +23.00
90.00' RT
-L- +23.00
95.00' RT
-L- +60.00
F
F
C
C C
F
F
C
R
E
V
IS
I
O
N
S

SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

R/W SHEET NO.8
/
1
7
/
9
9
4
/
6
/
2
0
2
2
.
.
.
\
P
r
o
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2
1
0
2
5
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_
p
s
h
0
6
.
d
g
n
U
s
e
r
:

h
r
i
d
g
e
w
a
y
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.rameykemp.com
NC License No. C-0910
Phone: [phone]
Raleigh, North Carolina 27609
5808 Faringdon Place
21025
PI = 15+20.00
EL = 336.17'
(+)1.3136%
VC = 440'
K = 90
DS = 45 MPH
EXISTING GROUND
PROPOSED GRADE
-L-
(
-
)
3.
5720%
665
' SD
E
L=
3
3
8
.
2
8
'
S
A
G

-
L-

S
T
A
.

1
6
+
2
1
.
7
0
ELEV. 339.06
-L- PT STA 17+40.00
END GRADE