HomeMy WebLinkAbout20210663 Ver 2_U-6018 Updated Permit Drawing Enlagements_20221025_20221128SHEET 2 OF 10
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
GRAPHIC SCALE
0'50'100'150'50'
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S1 INSET
S
E
E
S
H
E
E
T
5
M
A
T
C
H
LI
N
E
-
L-
S
T
A
.
3
2
+
0
0
.
0
0
4
(LIBERTY RD)
-L- NC 62
2040 ADT
2018 ADT
500
500
500
500
800
1000
5100
6600
10700
13600
6800
8100
5800
7000
2500
2500
FAIRFIELD RD.
(SR 1300/NC610)
ALDRIDGE RD.
(SR 4012)
OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL;
2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH
WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL
1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH
NOTES:
FOR R/W PLAN, SEE SHEET NO. 2B-1
FOR -L- PROFILE, SEE SHEET NO. 12
R
E
V
IS
I
O
N
S
ROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2
5
-
O
C
T
-
2
0
2
2
13
:
3
3
N
:
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0
2
2
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1
9
8
/
1
7
/
9
9
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-6018
Phone: 919-872-5115
Raleigh, North Carolina 27609
5808 Faringdon Place
www.rameykemp.com
NC License No. C-0910
v
v
W/LT SWD
36" CO N C
60" CONC
BST
12
' GR
W
O
O
D
S
CA
RP
O
RTCON
C
B
S
T15" RCP
12" R
CP
96" B ST
1S
B
L
K
B
U
S
SIG
SIG
W
O
O
D
S
W
O
O
D
S
WO
O
D
S
1SBKD
48" CONC
1
8'
C
O
N
C
12" RCP
GR
3
6
"C
H
L
G
A
T
E
S
2
-
M
T
L
BRIDGEWD
PATIOCOVERED
W/LT
60"CONC
3
6
"C
O
N
C
42"CONC
GR GR
BST
CAPS
9-TANK
U
/
M
T
L
C
A
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Y
1-
IS
L
2
-
G
A
S
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S
C
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1SBKBUS
CONC
CAP
VENT
S
MTL
LT
15
" R
C
P
12"
H
DPE
VAR
.HT
WD
WALL
GR
GR
W/LT
DI
BURI
E
D
15" RCP
12" RCP
BST
BST
1SBKBUS
W/LT
C
O
N
C
CO
N
C
H
W
I
N
V
=8
2
0.
2
5
I
N
V
B
O
X
=
8
2
3
.
8
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W/LT
4
8
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W/
L
T
C
ARP
ORT
11' GR
36"C
O
NC
B
AS
E
ME
NT
1S
B
K
D
W/
B
K
W
P
OS
T
L
A
MP
W
W/LT
BST
10
' B
S
T
9
' B
S
T
CO
N
C 54"C
O
N
C
2S
B
K
D
48"
C
O
N
C
G
4
2
"
B
K
W
A
L
L
V
A
R
.
H
T
W
D
W
A
L
L
5
4
"W
W
&
1S
B
W
5
4
"W
W
&
1S
B
W
54"WW & 1SBW
34"CONC
SI
G
CONC HW
CONC HW
15
"
R
C
P
10
'
B
S
T
ABAND
B
I
L
L
B
O
A
R
D
S
15" RCP
5
4
"WW
&
1S
B
W
7
2
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OIL
11' GR
18
"
R
C
P
W/LT
15" RCP
GR
9
'
G
R
S
C
A
T
T
E
R
E
D
T
R
E
E
S
WOODS
STEPS
STONE
11' B
S
T
12" HDPE HW
CONC
HW
CONC
G
A
T
E
M
T
L
NO
ACCESS
BST
S
R
4
0
12
ALD
R
ID
GE
R
D
2
4
.5
' B
S
T
NC
6
10
S
R
13
0
0
E
F
AI
R
FI
E
L
D
R
D
B
S
T
VARI
E
S
6" CU RB6" CU
RB
6" CURB
C
O
N
C IS
L
CONC ISL
NC 62 LIBERTY RD 24' BST
NC 62 LIBERTY RD 23' BST
M
O
R
R
IS
S
T
BL-15
INV=822.30
INV=821.29
U6018-GPS7
EIP
BENT
EIP
EIP
E
IP
EIP
CONC
CONC
CONC
CONC
CONC
EIP
EIP
CHRISTINA T. SMITH
SAFINA RASHID
KHALID RASHID
LIN
D
A
A. TERRELL
LINDA A. TERRELL
MITZIE M. McCULLOUGH
NANCY CECIL
BOBBY L. CECIL
NANCY CECIL
BOBBY L. CECIL
ERVIN CECIL
BOBBY CECIL
BOBBY LEE CECIL TRUST
ERVIN R. CECIL
ERVIN CECIL
BOBBY CECIL
BOBBY LEE CECIL TRUST
ERVIN R. CECIL
100.00'E
X
I
S
T
I
N
G
R
/
W
E
X
I
S
T
I
N
G
R
/
W
6
0
.
0
0
'
EXISTING R/W
EXISTING R/W
5 0 .0 0 '
E
XISTI
N
G
R/
W
R/
W
E
XISTI
N
G
EXISTING R/W
6
0
.
0
0
'
R
/W
VARIABLE
R
/
W
P
R
IV
A
T
E
E
X
IS
T
IN
G
E
X
IS
T
IN
G
P
R
IV
A
T
E
R
/
W
BK
30"
SIGS
S
R
4
0
1
2
A
L
D
R
I
D
G
E
R
D
B
S
T
V
A
R
I
E
S
GR
H
H
H
H
HH
HH
4"PL
4"PL
4"
PL
4"PL
SERVICE
ABAND
CONDUITIN
H
H
A
C
C
E
S
S
G
R
O
U
N
D
A
B
O
V
E
PLUG
9-MTW
MTW
MTW
5-
M
T
W
MTW
MTW
MT
W
M
T
W
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(IN
)
CIT
Y
OF
A
R
C
H
D
A
L
E (I
N)
CI
T
Y
OF
A
R
C
H
D
A
L
E (
O
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T)
C
IT
Y
O
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A
R
C
H
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A
L
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(
O
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T
)
C
IT
Y
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F
A
R
C
H
D
A
L
E
(
IN
)
ERVIN CECIL
BOBBY CECIL
BOBBY LEE CECIL TRUST
ERVIN R. CECIL
EXISTING R/W
30+0025+00
20+00
-
L
-
P
T
S
t
a
. 2
2
+
5
5
.2
3
-L-
1
1
2 2
PUE
DUE
15"
15"
CB CB
CB
CB
STA 29+00-31+20 -L- Lt
SPECIAL BACK OF CURB CUT
SEE DETAIL 'F'
STA 27+00-31+00 -L- Rt
SPECIAL BACK OF CURB CUT
SEE DETAIL 'F'
15" RCP-IV
BANKS ONLY
CL B RIP RAP
SEE DETAIL 'B'
STA 31+00-31+18 -L- Rt
SPECIAL BACK OF CURB CUT
SEE DETAIL 'T'
DEPTH
MIN
CB
DEPTH
MIN
CB
15" RCP-IV
15" RCP-IV
15" RCP-IV
Geotextile
d
Type of Liner= CL B Rip-Rap Max. d=1 Ft.
11SY GEOTEXTILE
EST 4 TONS
CL B RIP RAP
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL 'B'
DDE=3 CY
STA. 31+18 -L- Rt
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BED
Est.= 4 Tons Cl B Rip-Rap, 11 SY Geotextile
d= 1.0Ft.
Length= 10.0Ft.
EXI
STI
N
G
BAN
K
EXISTING BANKMIN. 2:1 TO TIE
MI
N.
2:
1
TO
TI
E d
SWC2
SWC3
SWC4
SWC5=SWC1
SL4=WI1=SM2=WI9A
SE1=CUL
SE2
SE3
SE4
SE5
SE6
SE7
SE8
SE9
WI2
WI3
WI4
WI5
WI6
WI7
WI1A
WI2A
WI3A
WI4A
WI5A
WI6A
WI7A
WI8A
PC
WI1 WI2
WI3=PCA
WI4=PC
WI5
WI6
WI7
WI8
WI9 WI10=CUL
WI11=CUL
WI12
WI13
WI14WI15
WI16WI17
WI18
WI19
WI
SE
18
"
R
C
P
Geotextile
N
A
D
8
3
/ N
A
2
0
11
F
F
FF
F
C
C
CF
C
C
F
F
FF
F
C
C
CF
C
C
C
2
4
"
R
C
P
-
IV
& HEADWALLS
REMOVE EX. 18"
REMOVE
REMOVE
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
5SY GEOTEXTILE
EST 1 TONS
CL B RIP RAP
4:14:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM STA. 27+00 TO STA. 31+00 -L- Rt
FROM STA. 29+00 TO STA. 31+20 -L- Lt
DETAIL 'F'
GROUND
NATURAL
5SY GEOTEXTILE
EST 1 TONS
CL B RIP RAP
4:14:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
EST. 7 TON, 19SY GEOTEXTILE
FROM -L- STA. 31+00 TO STA. 31+18 RT
DETAIL 'T'
GROUND
NATURAL
SITE '1'
SHEET 3 OF 10
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
GRAPHIC SCALE
0'50'100'150'50'
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S1 INSET
S
E
E
S
H
E
E
T
5
M
A
T
C
H
LI
N
E
-
L-
S
T
A
.
3
2
+
0
0
.
0
0
4
(LIBERTY RD)
-L- NC 62
2040 ADT
2018 ADT
500
500
500
500
800
1000
5100
6600
10700
13600
6800
8100
5800
7000
2500
2500
FAIRFIELD RD.
(SR 1300/NC610)
ALDRIDGE RD.
(SR 4012)
OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL;
2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH
WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL
1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH
NOTES:
FOR R/W PLAN, SEE SHEET NO. 2B-1
FOR -L- PROFILE, SEE SHEET NO. 12
R
E
V
IS
I
O
N
S
ROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2
5
-
O
C
T
-
2
0
2
2
13
:
3
3
N
:
\
N
C
H
y
d
r
o
\
M
1
7
0
3
5
_
U
-
6
0
1
8
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r
a
u
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c
s
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P
E
R
M
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S
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g
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6
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d
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p
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0
4
_
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n
.
d
g
n
a
f
u
l
l
e
r
A
T
K
A
T
I
E
0
2
2
0
1
9
8
/
1
7
/
9
9
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-6018
Phone: 919-872-5115
Raleigh, North Carolina 27609
5808 Faringdon Place
www.rameykemp.com
NC License No. C-0910
v
v
W/LT SWD
36" CO N C
60" CONC
BST
12
' GR
W
O
O
D
S
CA
RP
O
RTCON
C
B
S
T15" RCP
12" R
CP
96" B ST
1S
B
L
K
B
U
S
SIG
SIG
W
O
O
D
S
W
O
O
D
S
WO
O
D
S
1SBKD
48" CONC
1
8'
C
O
N
C
12" RCP
GR
3
6
"C
H
L
G
A
T
E
S
2
-
M
T
L
BRIDGEWD
PATIOCOVERED
W/LT
60"CONC
3
6
"C
O
N
C
42"CONC
GR GR
BST
CAPS
9-TANK
U
/
M
T
L
C
A
N
O
P
Y
1-
IS
L
2
-
G
A
S
P
U
M
P
S
C
ON
C
1SBKBUS
CONC
CAP
VENT
S
MTL
LT
15
" R
C
P
12"
H
DPE
VAR
.HT
WD
WALL
GR
GR
W/LT
DI
BURI
E
D
15" RCP
12" RCP
BST
BST
1SBKBUS
W/LT
C
O
N
C
CO
N
C
H
W
I
N
V
=8
2
0.
2
5
I
N
V
B
O
X
=
8
2
3
.
8
8
W/LT
4
8
"WW
W/
L
T
C
ARP
ORT
11' GR
36"C
O
NC
B
AS
E
ME
NT
1S
B
K
D
W/
B
K
W
P
OS
T
L
A
MP
W
W/LT
BST
10
' B
S
T
9
' B
S
T
CO
N
C 54"C
O
N
C
2S
B
K
D
48"
C
O
N
C
G
4
2
"
B
K
W
A
L
L
V
A
R
.
H
T
W
D
W
A
L
L
5
4
"W
W
&
1S
B
W
5
4
"W
W
&
1S
B
W
54"WW & 1SBW
34"CONC
SI
G
CONC HW
CONC HW
15
"
R
C
P
10
'
B
S
T
ABAND
B
I
L
L
B
O
A
R
D
S
15" RCP
5
4
"WW
&
1S
B
W
7
2
" S
OIL
11' GR
18
"
R
C
P
W/LT
15" RCP
GR
9
'
G
R
S
C
A
T
T
E
R
E
D
T
R
E
E
S
WOODS
STEPS
STONE
11' B
S
T
12" HDPE HW
CONC
HW
CONC
G
A
T
E
M
T
L
NO
ACCESS
BST
S
R
4
0
12
ALD
R
ID
GE
R
D
2
4
.5
' B
S
T
NC
6
10
S
R
13
0
0
E
F
AI
R
FI
E
L
D
R
D
B
S
T
VARI
E
S
6" CU RB6" CU
RB
6" CURB
C
O
N
C IS
L
CONC ISL
NC 62 LIBERTY RD 24' BST
NC 62 LIBERTY RD 23' BST
M
O
R
R
IS
S
T
BL-15
INV=822.30
INV=821.29
U6018-GPS7
EIP
BENT
EIP
EIP
E
IP
EIP
CONC
CONC
CONC
CONC
CONC
EIP
EIP
CHRISTINA T. SMITH
SAFINA RASHID
KHALID RASHID
LIN
D
A
A. TERRELL
LINDA A. TERRELL
MITZIE M. McCULLOUGH
NANCY CECIL
BOBBY L. CECIL
NANCY CECIL
BOBBY L. CECIL
ERVIN CECIL
BOBBY CECIL
BOBBY LEE CECIL TRUST
ERVIN R. CECIL
ERVIN CECIL
BOBBY CECIL
BOBBY LEE CECIL TRUST
ERVIN R. CECIL
100.00'E
X
I
S
T
I
N
G
R
/
W
E
X
I
S
T
I
N
G
R
/
W
6
0
.
0
0
'
EXISTING R/W
EXISTING R/W
5 0 .0 0 '
E
XISTI
N
G
R/
W
R/
W
E
XISTI
N
G
EXISTING R/W
6
0
.
0
0
'
R
/W
VARIABLE
R
/
W
P
R
IV
A
T
E
E
X
IS
T
IN
G
E
X
IS
T
IN
G
P
R
IV
A
T
E
R
/
W
BK
30"
SIGS
S
R
4
0
1
2
A
L
D
R
I
D
G
E
R
D
B
S
T
V
A
R
I
E
S
GR
H
H
H
H
HH
HH
4"PL
4"PL
4"
PL
4"PL
SERVICE
ABAND
CONDUITIN
H
H
A
C
C
E
S
S
G
R
O
U
N
D
A
B
O
V
E
PLUG
9-MTW
MTW
MTW
5-
M
T
W
MTW
MTW
MT
W
M
T
W
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(IN
)
CIT
Y
OF
A
R
C
H
D
A
L
E (I
N)
CI
T
Y
OF
A
R
C
H
D
A
L
E (
O
U
T)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
IN
)
ERVIN CECIL
BOBBY CECIL
BOBBY LEE CECIL TRUST
ERVIN R. CECIL
EXISTING R/W
30+0025+00
20+00
-
L
-
P
T
S
t
a
. 2
2
+
5
5
.2
3
-L-
1
1
2 2
PUE
DUE
15"
15"
CB CB
CB
CB
STA 29+00-31+20 -L- Lt
SPECIAL BACK OF CURB CUT
SEE DETAIL 'F'
STA 27+00-31+00 -L- Rt
SPECIAL BACK OF CURB CUT
SEE DETAIL 'F'
15" RCP-IV
BANKS ONLY
CL B RIP RAP
SEE DETAIL 'B'
STA 31+00-31+18 -L- Rt
SPECIAL BACK OF CURB CUT
SEE DETAIL 'T'
DEPTH
MIN
CB
DEPTH
MIN
CB
15" RCP-IV
15" RCP-IV
15" RCP-IV
Geotextile
d
Type of Liner= CL B Rip-Rap Max. d=1 Ft.
11SY GEOTEXTILE
EST 4 TONS
CL B RIP RAP
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL 'B'
DDE=3 CY
STA. 31+18 -L- Rt
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BED
Est.= 4 Tons Cl B Rip-Rap, 11 SY Geotextile
d= 1.0Ft.
Length= 10.0Ft.
EXI
STI
N
G
BAN
K
EXISTING BANKMIN. 2:1 TO TIE
MI
N.
2:
1
TO
TI
E d
SWC2
SWC3
SWC4
SWC5=SWC1
SL4=WI1=SM2=WI9A
SE1=CUL
SE2
SE3
SE4
SE5
SE6
SE7
SE8
SE9
WI2
WI3
WI4
WI5
WI6
WI7
WI1A
WI2A
WI3A
WI4A
WI5A
WI6A
WI7A
WI8A
PC
WI1 WI2
WI3=PCA
WI4=PC
WI5
WI6
WI7
WI8
WI9 WI10=CUL
WI11=CUL
WI12
WI13
WI14WI15
WI16WI17
WI18
WI19
WI
SE
18
"
R
C
P
8
0
0
8
0
5
8
0
5
8
0
5
805
8
0
5
8
0
5
8
0
5
8
0
5
805
805
8
1
0
810
810
8
1
0
810
8
1
0
8
10
810
8
1
0810
8
10
8
10
810
810
8
15
8
15
815
815
815 8
1
5
815
815
815
815
815
8
15
815
815
8
1
5
815
815
8
15
815
8
15
8
2
0
820
8
2
0
820
820
820
820
8
2
0
820
820
820
820
820
8
2
0
8
2
0
8
2
0
820
8
2
0
8
2
0
8
2
0
8
2
0
820
820
8
2
0
8
2
0
8
2
0
820
8
2
0
8
2
5
825
825
8
2
5
8
2
5
825
825
825
825 825
825
825
825
8
2
5
825
8
2
5
8
2
5
825
825825
8
2
5
8
2
5
8
2
5
825
825
825
8
2
5
8
2
5
8
2
5
8
2
5
8
2
5
8
2
5
8
2
5
8258
2
5
8
2
5
8
2
5
8
2
5
8
2
5825
8
2
5
825
825
8
2
5
825825
825
825
8
3
0
830
8
3
0
830
8
3
0
830
8
3
0 830
830
830
8
3
0
8
3
0
8
3
0
8
3
0
8
3
0
830
830
8
3
0
8
3
0
8
3
0
830
830
8
3
0
8
3
0
8
3
0
830 830
8
3
0
830
8
3
0
830
8
3
0
8
3
0
830
830
830
8
3
0
8
3
0
8
3
0
830
830
830
8308
3
0
8
3
0
8
3
0
8
3
0
830
830
830
830
830
835
835
835
8
3
5
8
35
8
3
5
8
3
5
8
3
5
8
3
5
8
3
5
8
3
5
8
3
5
835
8
3
5835
8
3
5
835
835
8
35
835
835
835
8
3
5
835
835
8
3
5
835
835
8
3
5
8
35
8
4
0
840
8
4
0
8
4
0
8
4
0
840
840
8
4
0
8
4
0
840
Geotextile
N
A
D
8
3
/ N
A
2
0
11
F
F
FF
F
C
C
CF
C
C
F
F
FF
F
C
C
CF
C
C
C
2
4
"
R
C
P
-
IV
& HEADWALLS
REMOVE EX. 18"
REMOVE
REMOVE
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
5SY GEOTEXTILE
EST 1 TONS
CL B RIP RAP
4:14:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM STA. 27+00 TO STA. 31+00 -L- Rt
FROM STA. 29+00 TO STA. 31+20 -L- Lt
DETAIL 'F'
GROUND
NATURAL
5SY GEOTEXTILE
EST 1 TONS
CL B RIP RAP
4:14:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
EST. 7 TON, 19SY GEOTEXTILE
FROM -L- STA. 31+00 TO STA. 31+18 RT
DETAIL 'T'
GROUND
NATURAL
SITE '1'
SHEET 4 OF 10
PERMIT DRAWING
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
GRAPHIC SCALE
0'50'100'150'50'
HC HC
CLEARING
DENOTES HAND
S2 INSET
SEE SHEET 11MATCHLINE -Y9- STA. 13+75.00
S
E
E
S
H
E
E
T
7
M
A
T
C
H
LI
N
E
-
L-
S
T
A
.
7
0
+
0
0
.
0
0
8
FOR -L- PROFILE, SEE SHEET NO. 14
FOR -Y8- PROFILE, SEE SHEET NO. 19
FOR -Y9- PROFILE, SEE SHEET NO. 20
PROPOSED SIGNAL
(LIBERTY RD)
-L- NC 62
2040 ADT
2018 ADT
OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL;
2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH
WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL
1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH
NOTES:
FOR R/W PLAN, SEE SHEET NO. 2B-5
R
E
V
IS
I
O
N
S
ROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2
5
-
O
C
T
-
2
0
2
2
13
:
3
3
N
:
\
N
C
H
y
d
r
o
\
M
1
7
0
3
5
_
U
-
6
0
1
8
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
Z
o
o
m
\
U
-
6
0
1
8
_
H
y
d
_
p
r
m
_
w
e
t
_
p
s
h
0
8
.
d
g
n
a
f
u
l
l
e
r
A
T
K
A
T
I
E
0
2
2
0
1
9
8
/
1
7
/
9
9
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-6018
Phone: 919-872-5115
Raleigh, North Carolina 27609
5808 Faringdon Place
www.rameykemp.com
NC License No. C-0910
OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL;
2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH
WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL
1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH
NOTES:
W
W
W
BRUSH
WOODS
18
" R
C
P
IN
V
=811.88
IN
V
=
8
11.5
8
4
8
"WW
D
IL
A
P
ID
A
T
E
D
P
O
L
E
G
U
Y 15
" R
C
P
E
N
D
U
N
K
N
O
WN
WO
O
D
S
BRUSH
WOODS
HWWD
HWWD
15
" R
C
P
HWWD
H WWD
15
" R
C
P
V
A
R
.HT
S
T
O
NE
WA
L
L
GR
W
O
O
D
S
48"WD RAIL 15
"BK
V
A
R
.H
T
B
K
WA
L
L
5
4
"
W
D
1 1/2
S
B
K/F
D
48"CONC
GR
G
R
10'
B
ST
15" R
C
P GA
T
E
MT
L
4
8
"C
HL
W
1SBK/FD42"CONC
WO
O
D
S
C
O
L
U
MN
B
K
C
O
L
U
MN
B
K
SMT
L
G
A
T
E
S
2-
M
T
L
1
6'
B
S
T
15
" R
C
P
B
R
U
S
H
B
R
US
H
HW
CONC
HW
CONC
S
12
" H
D
P
E
W
O
O
D
S
3
S
E
L
E
C
3S ELEC 3S ELEC
SW
D
B
R
U
S
H
W/LT
3
S
E
L
E
C
3
S
E
L
E
C
GATEMTL
W/LT
W
3
S
E
L
E
C
S
C
A
T
T
E
R
E
D
T
R
E
E
S
ABAND 15" RCP
RAP
RIP
8
'
G
R
W/BASEMENT
1SBKD
WD DK
WD RAMP
BK
BK
18
'
B
S
T
DI DI
8"
H
D
PE
N
O
A
C
C
E
S
S
TO
P=8 2 3.15
66"WD
42"CONC
W
W
D
I
L
A
P
I
D
A
T
E
D
12'
G
R
8
'GR
8
'
G
R
15" RCP
1
2
"
R
C
P
12
"
R
C
P
15" CMP
1SFD
W
D
36
"CONC
12" RCP
12" CMP 12" CMP
4
8
"C
H
L
W
STEPS
MTL
1SFD
G
S
W
G
LT
1SFD
9
'
B
S
T
BST
TANKS
2-SEPTIC
WOODS
BRUSH
12" RCP
30"CONC
GATE
MTL
5
4
"
C
H
L
72"CHL
FOUNTAIN
WALL
12" STONE
W
W
1SFD
8
'
S
O
I
L
6
0
"
C
H
L
1SFD
WD
BK
WD
LT
8
'
B
S
T
TANK
OIL
A/G
TANK
OIL
A/G
W36"CONC
ACCESS
BASEMENT
9
'
B
S
T
1SBKD
3
6
"
C
O
N
C
10'B
S
T
15" RCP
DI DI DI DI DI DI
12" RCP
12" RCP
12" RCP
12" RCP
12" RCP
12" RCP 12" RCP
G
R
GR
BST
GR
19
' GR
S
R
4
0
6
6
MOD
LIN
GR
OVE
R
D
19
' B
S
T
S R 4 0 6 6 M O D L IN G R O V E R D 18 ' B S T
NC 62 25.5' BST
NC 62 22.5' BST
T
O
P
=
8
16
.2
8
2
4
"
R
C
P
BL-19
B
Y
8
-
3
3
BL-20
2 1" R C P
2
1" R
C
P
21" RCP
12" RCPEIP
EIP
EIP
E
IP
C
O
N
C
EIP EIP
EIP
EIP
SIGRID E. WOODS
PERRY WOODS III
HIGH POINT LLC
TRIAD PROPERTIES OF
MARTHA Y. SNYDER
CLARENCE W. DAVIS
KIM TRAN
E IP
E
IP
EIP
D. H. GRIFFIN SR.
PROTECTIVE ASSOC. INC.
GUIL-RAND FIRE
MARCIA S. OTWELL
RODNEY E. OTWELL
BRENDA S. HUFFMAN
TIMOTHY J. HUFFMAN
EIP
EIP
AARON T. OLLIS
JAMES A. SMITH
TERRY R. NALL
PINE GROVE BAPTIST CHURCH
GLADYS S. FOX
L. FRANKLIN FOX
7
5
.
0
0
'
6
0
.
0
0
'
EXISTING R/W
EXISTING R/W
6
0
.
0
0
'
EXISTING R/W
EXISTING R/W
60
.00'
E
X
IS
T
IN
G
R
/
W
E
X
IS
T
IN
G
R
/
W
48"BLK WALL
CONC STEPS
TO CLIMAX
12"DI
12"DI
12"DI
W (CLOSED)
POND
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
I
N
)
CITY OF ARCHDALE (OUT)
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
I
N
)
EXISTING R/W
LINDA SIKES
ROBERT E. SIKES
WILLIAM L. CORN
L
IL
A
P
H
A
M
CARPORT
CARPORT
G
C
A
R
P
O
R
T
HILLTOP HOLDING III LLC
BARRY HELSABECK
HELSABECK, &
DEBRA COLTRANE
COLTRANE,
CLAUDIA MARSH
LILA PHAM
LILA PHAM
LILA PHAM
BM5
WN
75+00
70+00
15
+
0
0
70+00
-Y8-
-L-
-
Y9
-
9
15
16
17
18 19
20
36
35
34
32
33
14
24A
24
PUE
DUE
39
PUE
AUE
.045
.04
.03
.02
.01
.
055
.
0
4
.
0
3
.
0
5
P
RO
P
. G
R
E
X.E
X..055.065.055
.075
.045
.
0
2
.
0
2
.04
.
0
2
.
0
2
.
0
2
.
0
2
T
L
-
3
G
R
E
U
.045
AT-1
.03
CR
2A-MOD
CR
CR
1-MOD
CR
CR
CB
CB
CB
STA 72+00-77+70 -L- Lt
SPECIAL BACK OF CURB CUT DITCH
SEE DETAIL 'A'
STA 73+50-77+36 -L- Rt
SPECIAL BACK OF CURB CUT DITCH
SEE DETAIL 'F'
15" 15"
15" 15" 15"
15"
CB CB
CB CB
CB
15" RCP-IV
Flatter4:1 or
D
2:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -Y8- STA. 13+50 TO STA. 14+75 RT
DETAIL 'C'
Min. D=1 Ft.
Ground
Natural Slope
Ditch
Front
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:
1 D
FROM -Y8- STA. 16+00 TO STA. 16+50 RT
FROM -Y8- STA. 14+50 TO STA. 15+90 LT
Min. D=1 Ft.
DETAIL 'L'
Ground
Natural
Flatter4:1 or
Slope
Fill
15" RCP-IV
15" RCP-IV
STA 72+21 -L- Rt
STD. 3' BASE DITCH
SEE DETAIL 'H'
STA 11+50-19+00 -Y9- Rt
OF CURB CUT DITCH
SPECIAL BACK
SEE DETAIL 'F'
STA 72+25-72+74 -L- Rt
STANDARD 'V' DITCH
SEE DETAIL 'I'
STA 13+50-14+75 -Y8- Rt
SPECIAL CUT DITCH
SEE DETAIL 'C'
STA 14+50-15+90 -Y8- Lt
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 'L'
-Y8- Rt
STA 16+00-16+50
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 'L'
15
"
R
C
P
-
I
V
INLET 15+50 -Y8- Lt
CLEAN DITCH OUT AT
16+74 -Y8- Lt
STA 16+50-
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAIL 'A'
15" RCP-IV
15" RCP-IV
15" RCP-IV
STA 72+74-73+50 -L- Rt
W/CL B RIP RAP
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAIL 'J'
REMOVE DI'S & 12"/15" RCP
REMOVE DI'S & 12"/15" RCP
-70+72 -L- Lt
STA 70+00
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAIL 'K'
Geotextile
d
Type of Liner= CL B Rip-Rap Max. d=1 Ft.
3:13:
1
D
( Not to Scale)
d
STANDARD 'V' DITCH
DDE = 7 CY
EST. 18 TON, 52 SY GEOTEXTILE
FROM -L-STA. 72+25 TO STA. 72+74 RT
Type of Liner= CL B Rip-Rap Max. d=1.0 Ft.
Min. D=1.0 Ft.
DETAIL 'I'
Ground
Natural
Ground
Natural
Geotextile
Geotextile
d
Type of Liner= CL B Rip-Rap Max. d=1 Ft.
15
"
WP
WN
4
8
"WW
D
IL
A
P
ID
A
T
E
D
P
O
L
E
G
U
Y 15
" R
C
P
15
" R
C
P
B
R
U
S
H
2
1" R
C
P
60
.00
'
E
X
IS
T
IN
G
R
/
W
E
X
IS
T
IN
G
R
/
W
DUE
1900
1700
400
300
100
100
300
300
7900
7500
400
400
9600
9100
MODLIN GROVE RD.
SR 4066
WEANT RD
REALIGNED
-Y9- SR 1162
2300
2000
DI
N
A
D
8
3
/
N
A
2
0
1
1
F
F
F
C
C
C
F
C
C
F
C
C
C
F
C
C
C
C
C
F
F
C
F
C
RETAIN
RETAIN
14SY GEOTEXTILE
EST 5 TONS
CL B RIP RAP
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
5SY GEOTEXTILE
EST 1 TON
CL B RIP RAP
TO STA 11+50 -Y9- Rt
STA 69+80 -L- Rt
TOE PROTECTION
SEE DETAIL 'G'
HW
REMOVE
REMOVE
REMOVE
24" RCP
REMOVE
R
EM
O
V
E
REMO
VE
REM
O
VE
REM
O
VE
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
3
0
"
R
C
P
-IV
22SY GEOTEXTILE
EST 11 TONS
CL I RIP RAP
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
4:14:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM -L- STA. 73+50 TO STA. 77+36 RT
DETAIL 'F'
GROUND
NATURAL
4:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM -Y8- STA. 16+50 TO STA. 16+74 LT
FROM -L- STA. 72+00 TO STA. 77+70 LT
DETAIL 'A'
GROUND
NATURAL
4:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
EST. 27 TON, 80SY GEOTEXTILE
FROM -L- STA. 72+74 TO STA. 73+50 RT
DETAIL 'J'
GROUND
NATURAL
B
2:12:
1 D
( Not to Scale)
STANDARD 3' BASE DITCH
DDE = 29 CY
STA. 72+21 -L- Rt
DETAIL 'H'
B= 3.0Ft.
Min. D= 2.0Ft.
Ground
Natural
Ground
Natural
3:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
EST. 26 TON, 76SY GEOTEXTILE
FROM -L- STA. 70+00 TO STA. 70+72 LT
DETAIL 'K'
GROUND
NATURAL
SITE '2'
REPLACE WITH DI
REMOVE HOME MADE DI
15" RCP-IV
R
C
P
-
I
V
3
6
"
SHEET 5 OF 10
PERMIT DRAWING
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
GRAPHIC SCALE
0'50'100'150'50'
HC HC
CLEARING
DENOTES HAND
S2 INSET
SEE SHEET 11MATCHLINE -Y9- STA. 13+75.00
S
E
E
S
H
E
E
T
7
M
A
T
C
H
LI
N
E
-
L-
S
T
A
.
7
0
+
0
0
.
0
0
8
FOR -L- PROFILE, SEE SHEET NO. 14
FOR -Y8- PROFILE, SEE SHEET NO. 19
FOR -Y9- PROFILE, SEE SHEET NO. 20
PROPOSED SIGNAL
(LIBERTY RD)
-L- NC 62
2040 ADT
2018 ADT
OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL;
2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH
WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL
1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH
NOTES:
FOR R/W PLAN, SEE SHEET NO. 2B-5
R
E
V
IS
I
O
N
S
ROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2
5
-
O
C
T
-
2
0
2
2
13
:
3
4
N
:
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C
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1
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d
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a
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A
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A
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0
2
2
0
1
9
8
/
1
7
/
9
9
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-6018
Phone: 919-872-5115
Raleigh, North Carolina 27609
5808 Faringdon Place
www.rameykemp.com
NC License No. C-0910
OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL;
2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH
WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL
1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH
NOTES:
W
W
W
BRUSH
WOODS
18
" R
C
P
4
8
"WW
D
IL
A
P
ID
A
T
E
D
P
O
L
E
G
U
Y 15
" R
C
P
E
N
D
U
N
K
N
O
WN
WO
O
D
S
BRUSH
WOODS
HWWD
HWWD
15
" R
C
P
HWWD
H WWD
15
" R
C
P
V
A
R
.HT
S
T
O
NE
WA
L
L
GR
W
O
O
D
S
48"WD RAIL 15
"BK
V
A
R
.H
T
B
K
WA
L
L
5
4
"
W
D
1 1/2
S
B
K/F
D
48"CONC
GR
G
R
10'
B
ST
15" R
C
P GA
T
E
MT
L
4
8
"C
HL
W
1SBK/FD42"CONC
WO
O
D
S
C
O
L
U
MN
B
K
C
O
L
U
MN
B
K
SMT
L
G
A
T
E
S
2-
M
T
L
1
6'
B
S
T
15
" R
C
P
B
R
U
S
H
B
R
US
H
HW
CONC
HW
CONC
S
12
" H
D
P
E
W
O
O
D
S
3
S
E
L
E
C
3S ELEC 3S ELEC
SW
D
B
R
U
S
H
W/LT
3
S
E
L
E
C
3
S
E
L
E
C
GATEMTL
W/LT
W
3
S
E
L
E
C
S
C
A
T
T
E
R
E
D
T
R
E
E
S
ABAND 15" RCP
RAP
RIP
8
'
G
R
W/BASEMENT
1SBKD
WD DK
WD RAMP
BK
BK
18
'
B
S
T
DI DI
8"
H
D
PE
IN
V
=
8
11.0
4
IN
V
=8 11.19
66"WD
42"CONC
W
W
D
I
L
A
P
I
D
A
T
E
D
12'
G
R
8
'GR
8
'
G
R
15" RCP
1
2
"
R
C
P
12
"
R
C
P
15" CMP
1SFD
W
D
36
"CONC
12" RCP
12" CMP 12" CMP
4
8
"C
H
L
W
STEPS
MTL
1SFD
G
S
W
G
LT
1SFD
9
'
B
S
T
BST
TANKS
2-SEPTIC
WOODS
BRUSH
12" RCP
30"CONC
GATE
MTL
5
4
"
C
H
L
72"CHL
FOUNTAIN
WALL
12" STONE
W
W
1SFD
8
'
S
O
I
L
6
0
"
C
H
L
1SFD
WD
BK
WD
LT
8
'
B
S
T
TANK
OIL
A/G
TANK
OIL
A/G
W36"CONC
ACCESS
BASEMENT
9
'
B
S
T
1SBKD
3
6
"
C
O
N
C
10'B
S
T
15" RCP
DI DI DI DI DI DI
12" RCP
12" RCP
12" RCP
12" RCP
12" RCP
12" RCP 12" RCP
G
R
GR
BST
GR
19
' GR
S
R
4
0
6
6
MOD
LIN
GR
OVE
R
D
19
' B
S
T
S R 4 0 6 6 M O D L IN G R O V E R D 18 ' B S T
NC 62 25.5' BST
NC 62 22.5' BST
2
4
"
R
C
P
BL-19
B
Y
8
-
3
3
BL-20
2 1" R C P
2
1" R
C
P
21" RCP
12" RCPEIP
EIP
EIP
E
IP
C
O
N
C
EIP EIP
EIP
EIP
SIGRID E. WOODS
PERRY WOODS III
HIGH POINT LLC
TRIAD PROPERTIES OF
MARTHA Y. SNYDER
CLARENCE W. DAVIS
KIM TRAN
E IP
E
IP
EIP
D. H. GRIFFIN SR.
PROTECTIVE ASSOC. INC.
GUIL-RAND FIRE
MARCIA S. OTWELL
RODNEY E. OTWELL
BRENDA S. HUFFMAN
TIMOTHY J. HUFFMAN
EIP
EIP
AARON T. OLLIS
JAMES A. SMITH
TERRY R. NALL
PINE GROVE BAPTIST CHURCH
GLADYS S. FOX
L. FRANKLIN FOX
7
5
.
0
0
'
6
0
.
0
0
'
EXISTING R/W
EXISTING R/W
6
0
.
0
0
'
EXISTING R/W
EXISTING R/W
60
.00'
E
X
IS
T
IN
G
R
/
W
E
X
IS
T
IN
G
R
/
W
48"BLK WALL
CONC STEPS
TO CLIMAX
12"DI
12"DI
12"DI
W (CLOSED)
POND
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
I
N
)
CITY OF ARCHDALE (OUT)
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
I
N
)
EXISTING R/W
LINDA SIKES
ROBERT E. SIKES
WILLIAM L. CORN
L
IL
A
P
H
A
M
CARPORT
CARPORT
G
C
A
R
P
O
R
T
HILLTOP HOLDING III LLC
BARRY HELSABECK
HELSABECK, &
DEBRA COLTRANE
COLTRANE,
CLAUDIA MARSH
LILA PHAM
LILA PHAM
LILA PHAM
BM5
WN
75+00
70+00
15
+
0
0
70+00
-Y8-
-L-
-
Y9
-
9
15
16
17
18 19
20
36
35
34
32
33
14
24A
24
PUE
DUE
39
PUE
AUE
.045
.04
.03
.02
.01
.
055
.
0
4
.
0
3
.
0
5
P
RO
P
. G
R
E
X.E
X..055.065.055
.075
.045
.
0
2
.
0
2
.04
.
0
2
.
0
2
.
0
2
.
0
2
T
L
-
3
G
R
E
U
.045
AT-1
.03
CR
2A-MOD
CR
CR
1-MOD
CR
CR
CB
CB
CB
STA 72+00-77+70 -L- Lt
SPECIAL BACK OF CURB CUT DITCH
SEE DETAIL 'A'
STA 73+50-77+36 -L- Rt
SPECIAL BACK OF CURB CUT DITCH
SEE DETAIL 'F'
15" 15"
15" 15" 15"
15"
CB CB
CB CB
CB
15" RCP-IV
Flatter4:1 or
D
2:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -Y8- STA. 13+50 TO STA. 14+75 RT
DETAIL 'C'
Min. D=1 Ft.
Ground
Natural Slope
Ditch
Front
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:
1 D
FROM -Y8- STA. 16+00 TO STA. 16+50 RT
FROM -Y8- STA. 14+50 TO STA. 15+90 LT
Min. D=1 Ft.
DETAIL 'L'
Ground
Natural
Flatter4:1 or
Slope
Fill
15" RCP-IV
15" RCP-IV
STA 72+21 -L- Rt
STD. 3' BASE DITCH
SEE DETAIL 'H'
STA 11+50-19+00 -Y9- Rt
OF CURB CUT DITCH
SPECIAL BACK
SEE DETAIL 'F'
STA 72+25-72+74 -L- Rt
STANDARD 'V' DITCH
SEE DETAIL 'I'
STA 13+50-14+75 -Y8- Rt
SPECIAL CUT DITCH
SEE DETAIL 'C'
STA 14+50-15+90 -Y8- Lt
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 'L'
-Y8- Rt
STA 16+00-16+50
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 'L'
15
"
R
C
P
-
I
V
INLET 15+50 -Y8- Lt
CLEAN DITCH OUT AT
16+74 -Y8- Lt
STA 16+50-
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAIL 'A'
15" RCP-IV
15" RCP-IV
15" RCP-IV
STA 72+74-73+50 -L- Rt
W/CL B RIP RAP
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAIL 'J'
REMOVE DI'S & 12"/15" RCP
REMOVE DI'S & 12"/15" RCP
-70+72 -L- Lt
STA 70+00
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAIL 'K'
Geotextile
d
Type of Liner= CL B Rip-Rap Max. d=1 Ft.
3:13:
1
D
( Not to Scale)
d
STANDARD 'V' DITCH
DDE = 7 CY
EST. 18 TON, 52 SY GEOTEXTILE
FROM -L-STA. 72+25 TO STA. 72+74 RT
Type of Liner= CL B Rip-Rap Max. d=1.0 Ft.
Min. D=1.0 Ft.
DETAIL 'I'
Ground
Natural
Ground
Natural
Geotextile
Geotextile
d
Type of Liner= CL B Rip-Rap Max. d=1 Ft.
15
"
SWD3
SWD4
SWD5
SWD6
SWD7
SWD8
SWD9
SWD10
SWD11
SWD12
SWD13
PD
WP
WN
4
8
"WW
D
IL
A
P
ID
A
T
E
D
P
O
L
E
G
U
Y 15
" R
C
P
15
" R
C
P
B
R
U
S
H
2
1" R
C
P
60
.00
'
E
X
IS
T
IN
G
R
/
W
E
X
IS
T
IN
G
R
/
W
DUE
805
8
0
5
8058
0
5
8
0
5
8
0
5
810
810
810
810
810
810
810
8
10
8
1
0
8
1
0
8
10
810
810
810
8
10
8
1
0
810
8
10
815
815
8
15
815
815
815
815
8
15
815
815
815
815
8
1
5
8
1
5
8
15
815
815
815
815
8
1
5
815
815
815
815
815
815
815
8
1
5
8
15
815
8
15
815
815
815
815
820
8
2
0
8
2
0
820
8
2
0
8
2
0
820
820
820
8
2
0
820
820
820
820
820
820820
820
820
8
2
0
820 820
820
8
2
0
8
2
0
820
8
2
0
8
2
0
8
2
0
820
820
820
8
2
0
820
820
8 2 0
820
8
2
0
8
20
820
8
2
0
820
8
2
0
8
2
0
820
8
2
0
820
825
825
825
825
8
2
5
8
2
5
825
825
825
8
25
825
8
2
5
8
2
5
8
2
5
8
2
5
8
2
5
8
2
5
8
2
5
825
82
5
8
2
5
8258
2
5
825
825
8
2
5
82
5
825
8
2
5
825
825
8
2
5
825 825
825
8
2
5
8
2
5
825
8
2
5
825
825
825
825
825
825
825
825
825
825
825
8
2
5 825
825
825
830
830
830
830
830
830
8
3
0
8
3
0
830
830
8
3
0
8
3
0
830
8
3
0
8
3
0
8
3
0
830
830
830
830
8
3
0
830
830
8 3 0
830
8
3
0
8
3
0
8
3
0 830
830
830
830
830
835
8
35
835
1900
1700
400
300
100
100
300
300
7900
7500
400
400
9600
9100
MODLIN GROVE RD.
SR 4066
WEANT RD
REALIGNED
-Y9- SR 1162
2300
2000
DI
N
A
D
8
3
/
N
A
2
0
1
1
F
F
F
C
C
C
F
C
C
F
C
C
C
F
C
C
C
C
C
F
F
C
F
C
RETAIN
RETAIN
14SY GEOTEXTILE
EST 5 TONS
CL B RIP RAP
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
5SY GEOTEXTILE
EST 1 TON
CL B RIP RAP
TO STA 11+50 -Y9- Rt
STA 69+80 -L- Rt
TOE PROTECTION
SEE DETAIL 'G'
HW
REMOVE
REMOVE
REMOVE
24" RCP
REMOVE
R
EM
O
V
E
REMO
VE
REM
O
VE
REM
O
VE
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
3
0
"
R
C
P
-IV
22SY GEOTEXTILE
EST 11 TONS
CL I RIP RAP
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
4:14:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM -L- STA. 73+50 TO STA. 77+36 RT
DETAIL 'F'
GROUND
NATURAL
4:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM -Y8- STA. 16+50 TO STA. 16+74 LT
FROM -L- STA. 72+00 TO STA. 77+70 LT
DETAIL 'A'
GROUND
NATURAL
4:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
EST. 27 TON, 80SY GEOTEXTILE
FROM -L- STA. 72+74 TO STA. 73+50 RT
DETAIL 'J'
GROUND
NATURAL
B
2:12:
1 D
( Not to Scale)
STANDARD 3' BASE DITCH
DDE = 29 CY
STA. 72+21 -L- Rt
DETAIL 'H'
B= 3.0Ft.
Min. D= 2.0Ft.
Ground
Natural
Ground
Natural
3:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
EST. 26 TON, 76SY GEOTEXTILE
FROM -L- STA. 70+00 TO STA. 70+72 LT
DETAIL 'K'
GROUND
NATURAL
SITE '2'
REPLACE WITH DI
REMOVE HOME MADE DI
15" RCP-IV
R
C
P
-
I
V
3
6
"
SHEET 6 OF 10
PERMIT DRAWING
GRAPHIC SCALE
0'50'100'150'50'
P P POND
SURFACE WATER IMPACTS
S3 INSET
9
PAVEMENT REMOVAL
FOR -Y3- PROFILE, SEE SHEET NO. 16
FOR R/W PLAN, SEE SHEET NO. 2B-6
R
O
W
R
E
V
.
3
:
11
/1
8
/2
0
2
1
A
D
J
U
S
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D
S
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M
B
O
L
O
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P
A
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C
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L
2
1
.
A
D
D
E
D
LA
B
E
L
TO
P
A
R
C
E
L
2
2
R
O
W
R
E
V
.
4
:
1/3
1/2
0
2
2
R
E
M
O
V
E
P
U
E
O
N
P
A
R
C
E
L
3
7
.
S
E
E
S
H
E
E
T
5
M
A
T
C
H
L
I
N
E
-
Y
3
R
E
V
-
S
T
A
.
2
8
+
5
0
.
0
0
R
E
V
IS
I
O
N
S
ROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2
5
-
O
C
T
-
2
0
2
2
13
:
3
4
N
:
\
N
C
H
y
d
r
o
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M
1
7
0
3
5
_
U
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6
0
1
8
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d
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P
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_
p
r
m
_
w
e
t
_
p
s
h
0
9
.
d
g
n
a
f
u
l
l
e
r
A
T
K
A
T
I
E
0
2
2
0
1
9
8
/
1
7
/
9
9
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-6018
Phone: 919-872-5115
Raleigh, North Carolina 27609
5808 Faringdon Place
www.rameykemp.com
NC License No. C-0910
OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL;
2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH
WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL
1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH
NOTES:v
v
v
vv
v
v
v
WOODS
WOODS
WOODS
WOODS
WO
O
D
S
B
R
U
S
H
BRUSH
GR
BRUSH
G
R
B
K
P
O
R
C
H
D
IL
A
P
ID
A
T
E
D
48"CONC
T
A
N
K
U
/
G
O
IL
A
B
A
N
D
L
T
RUINS
B
S
S
A
B
A
N
D
1S
B
K
DW
GR
W
36'WW & 1SBW
WOODS
BR
US
H
W
O
O
D
S
36"WW & 3SBW
2
-
WD
G
A
T
E
S
S
S
S
72
"CHL
72"CHL
12
"
R
C
P
72"CONC WALL
MEMORIAL/BURIAL
48"CHL
GR
12
"
R
C
P
13' GR
15' GR
WOODS
BRUSH
18
"
S
T
L
10" GR
12
"
R
C
P
W
G
R 11' GR
D
K
1S
F
D
1S
B
K
D
3
6
"B
K
13' GR
15
"
R
C
P
18" RCP
IN
V
=
8
3
7
.
2
8
IN
V
=
8
3
6
.
4
2
12" RCP
2
4
"
R
C
P
12' GR
D
I
6
"
DI
4
8
"C
O
N
C
D
K
1S
B
K
D
L
T
T
A
N
K
U
/
G
O
IL
T
A
N
K
A
/
G
O
IL
L
T
C
O
N
C
S
R
115
4
K
E
R
S
E
Y
V
A
L
L
E
Y
R
D
2
2
.5
' B
S
T
B
Y
3
-2
7
B
Y
3
-
2
6
CONC
C
O
N
C
C
O
N
C
E
IP
E
IP
E
IP
E
IP
E
IP
E
IP
FARMERS & MERCHANTS BANK
D
A
N
A
R
.
S
H
E
A
F
F
D
O
U
G
L
A
S
E
.
S
H
E
A
F
F
AMERICAN TOWERS INC
EMMA J. COX
PHLLIS P. NANCE
ROGER C. NANCE
STEPHEN HALL
LBD PROPERTIES LLC
C
O
N
C
DIANE A. MEREDITH REVOCABLE TRUST
FRED E. MEREDITH REVOCABLE TRUST
CLIFTON H. LAMD
60.00'
E
X
IS
T
IN
G
R
/
W
E
X
IS
T
IN
G
R
/
W
70.00'
E
X
IS
T
IN
G
R
/
W
E
X
IS
T
IN
G
R
/
W
5
0
.
0
0
'
EXISTING PRIVATE R/W
C
A
B
IN
E
T
P
O
WE
R
H
H
T
SPRING HEAD
APPARENT
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
IN
)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
IN
)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
IN
)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
D
IA
N
E
A. M
E
R
E
D
IT
H
R
E
V
O
C
A
B
L
E
T
R
U
S
T
F
R
E
D
E. M
E
R
E
D
IT
H
R
E
V
O
C
A
B
L
E
T
R
U
S
T
C
L
IF
T
O
N
H.
L
A
M
D
P
O
N
D
WD
25+00
20+00
15
+
0
0
-Y3REV-
6
21
PUE
37
.
0
2 .
0
2
EX.
.01
.
0
1
.
0
1
.
0
0 .
0
3
.
0
4
.
0
5
.
0
6
.04
EX.
.00
.02
.03
.06
.
0
2
.
0
1
.
0
0
.
0
1
.
0
2
.
0
3
.
0
4
.
0
5
.01
.02.036
.04
.05
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:
1 D
Min. D= 1.0Ft.
DETAIL 'D'
Ground
Natural 3:1
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:
1 D
Min. D= 2.0Ft.
DETAIL 'C'
Ground
Natural Flatter4:1 or
Slope
Ditch
Front
2
4
"
GRADE TO DRAIN
ELEV 843.99
STA 18+89.66
CREST
STA 24+50-31+00 -Y3REV- Lt
SPECIAL CUT DITCH
SEE DETAIL 'C'
FROM STA. 24+50 TO STA. 31+00 -Y3Rev- Lt
FROM STA. 17+50 TO STA. 21+00 -Y3REV- Lt
FROM STA. 15+88 TO STA. 17+50 -Y3REV- Rt
STA 15+88-17+50 -Y3REV- Rt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'D'
STA 17+50-21+00 -Y3REV- Lt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'D'
STA 28+00 -Y3REV- Rt
STA 26+24 -Y3REV- Rt
W/CL B RIP RAP
STD 2' BASE DITCH
SEE DETAIL 'G'
-Y3REV- Lt
STA 24+50-31+00
SPECIAL CUT DITCH
SEE DETAIL 'C'
SI21
SK8=ORIGIN
SI22
SI2A
SI3A
SI4A
SI5A
SI6A
SI7A=WH1.5
SI8A
SI19A=ORIGIN=WF3
SI4B
SI5B
SI6B
SI7B=WF1=WF12
SI12
SI13
SI14
SI15
SI16=WD9A
SI17A
SI18
SI19
SI20=SK1
SK2
SK3
SK4
SK5
SK6
SK7
WE1=WE11
SI24
SI23=WE1=WE12
SI26
SI27=SI1A=WE6
WD
WE
WH
WF
WR
SK
SI
SI
SI
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:
1 D
Min. D= 1.0Ft.
DETAIL 'D'
Ground
Natural 3:1
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:
1 D
Min. D= 2.0Ft.
DETAIL 'C'
Ground
Natural Flatter4:1 or
Slope
Ditch
Front
2
4
"
GRADE TO DRAIN
STA 24+50-31+00 -Y3REV- Lt
SPECIAL CUT DITCH
SEE DETAIL 'C'
FROM STA. 24+50 TO STA. 31+00 -Y3Rev- Lt
FROM STA. 17+50 TO STA. 21+00 -Y3REV- Lt
FROM STA. 15+88 TO STA. 17+50 -Y3REV- Rt
STA 15+88-17+50 -Y3REV- Rt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'D'
STA 17+50-21+00 -Y3REV- Lt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'D'
STA 28+00 -Y3REV- Rt
STA 26+24 -Y3REV- Rt
W/CL B RIP RAP
STD 2' BASE DITCH
SEE DETAIL 'G'
-Y3REV- Lt
STA 24+50-31+00
SPECIAL CUT DITCH
SEE DETAIL 'C'
P
O
N
D
N
A
D
8
3
/ N
A
2
0
11
F
F
C
C
C
C
C
F
C
C
F
F
C
F
C
F
C
C
F
F C
F
RETAINRETAIN
R
E
T
A
I
N
REMOVE 24"
OF EXIST. 18" STL
OF EXIST. 18" RCP & OUTLET
CLEAN DITCH OUT AT INLET
18
" RC
P-IV
INV=816.85
INV=815.75
INV=815.55
INV=815.00
1
8
"
R
C
P
-
I
V
INV=814.50
INV=815.00
2:12:
1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
DDE=10CY
EST 4 TONS, 8SY GEOTEXTILE
STA. 26+24 -Y3REV- Rt
DDE=20CY
EST 6 TONS, 10SY GEOTEXTILE
STA. 28+00 -Y3REV- Rt
DETAIL 'G'
B= 2.0Ft.
Max. d= 1.0Ft.
Min. D= 2.0Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= CL B Rip-Rap
Geotextile
10SY GEOTEXTILE
EST 3TONS
CL B RIP RAP
SITE '3'
RETAINRETAIN
R
E
T
A
I
N
REMOVE 24"
OF EXIST. 18" STL
OF EXIST. 18" RCP & OUTLET
CLEAN DITCH OUT AT INLET
18
" RC
P-IV
1
8
"
R
C
P
-
I
V
2:12:
1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
DDE=10CY
EST 4 TONS, 8SY GEOTEXTILE
STA. 26+24 -Y3REV- Rt
DDE=20CY
EST 6 TONS, 10SY GEOTEXTILE
STA. 28+00 -Y3REV- Rt
DETAIL 'G'
B= 2.0Ft.
Max. d= 1.0Ft.
Min. D= 2.0Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= CL B Rip-Rap
Geotextile
10SY GEOTEXTILE
EST 3TONS
CL B RIP RAP
SHEET 7 OF 10
PERMIT DRAWING
GRAPHIC SCALE
0'50'100'150'50'
P P POND
SURFACE WATER IMPACTS
S3 INSET
9
PAVEMENT REMOVAL
FOR -Y3- PROFILE, SEE SHEET NO. 16
FOR R/W PLAN, SEE SHEET NO. 2B-6
R
O
W
R
E
V
.
3
:
11
/1
8
/2
0
2
1
A
D
J
U
S
TE
D
S
Y
M
B
O
L
O
N
P
A
R
C
E
L
2
1
.
A
D
D
E
D
LA
B
E
L
TO
P
A
R
C
E
L
2
2
R
O
W
R
E
V
.
4
:
1/3
1/2
0
2
2
R
E
M
O
V
E
P
U
E
O
N
P
A
R
C
E
L
3
7
.
S
E
E
S
H
E
E
T
5
M
A
T
C
H
L
I
N
E
-
Y
3
R
E
V
-
S
T
A
.
2
8
+
5
0
.
0
0
R
E
V
IS
I
O
N
S
ROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2
5
-
O
C
T
-
2
0
2
2
13
:
3
4
N
:
\
N
C
H
y
d
r
o
\
M
1
7
0
3
5
_
U
-
6
0
1
8
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
Z
o
o
m
\
U
-
6
0
1
8
_
H
y
d
_
p
r
m
_
w
e
t
_
p
s
h
0
9
_
c
o
n
.
d
g
n
a
f
u
l
l
e
r
A
T
K
A
T
I
E
0
2
2
0
1
9
8
/
1
7
/
9
9
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-6018
Phone: 919-872-5115
Raleigh, North Carolina 27609
5808 Faringdon Place
www.rameykemp.com
NC License No. C-0910
OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL;
2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH
WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL
1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH
NOTES:v
v
v
vv
v
v
v
WOODS
WOODS
WOODS
WOODS
WO
O
D
S
B
R
U
S
H
BRUSH
GR
BRUSH
G
R
B
K
P
O
R
C
H
D
IL
A
P
ID
A
T
E
D
48"CONC
T
A
N
K
U
/
G
O
IL
A
B
A
N
D
L
T
RUINS
B
S
S
A
B
A
N
D
1S
B
K
DW
GR
W
36'WW & 1SBW
WOODS
BR
US
H
W
O
O
D
S
36"WW & 3SBW
2
-
WD
G
A
T
E
S
S
S
S
72
"CHL
72"CHL
12
"
R
C
P
72"CONC WALL
MEMORIAL/BURIAL
48"CHL
GR
12
"
R
C
P
13' GR
15' GR
WOODS
BRUSH
18
"
S
T
L
10" GR
12
"
R
C
P
W
G
R 11' GR
D
K
1S
F
D
1S
B
K
D
3
6
"B
K
13' GR
15
"
R
C
P
18" RCP12" RCP
2
4
"
R
C
P
12' GR
D
I
6
"
DI
4
8
"C
O
N
C
D
K
1S
B
K
D
L
T
T
A
N
K
U
/
G
O
IL
T
A
N
K
A
/
G
O
IL
L
T
C
O
N
C
S
R
115
4
K
E
R
S
E
Y
V
A
L
L
E
Y
R
D
2
2
.5
' B
S
T
B
Y
3
-2
7
B
Y
3
-
2
6
CONC
C
O
N
C
C
O
N
C
E
IP
E
IP
E
IP
E
IP
E
IP
E
IP
FARMERS & MERCHANTS BANK
D
A
N
A
R
.
S
H
E
A
F
F
D
O
U
G
L
A
S
E
.
S
H
E
A
F
F
AMERICAN TOWERS INC
EMMA J. COX
PHLLIS P. NANCE
ROGER C. NANCE
STEPHEN HALL
LBD PROPERTIES LLC
C
O
N
C
DIANE A. MEREDITH REVOCABLE TRUST
FRED E. MEREDITH REVOCABLE TRUST
CLIFTON H. LAMD
60.00'
E
X
IS
T
IN
G
R
/
W
E
X
IS
T
IN
G
R
/
W
70.00'
E
X
IS
T
IN
G
R
/
W
E
X
IS
T
IN
G
R
/
W
5
0
.
0
0
'
EXISTING PRIVATE R/W
C
A
B
IN
E
T
P
O
WE
R
H
H
IN
C
O
N
D
U
IT
IN CONDUIT
IN C O N D U IT
T
SPRING HEAD
APPARENT
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
IN
)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
IN
)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
IN
)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
D
IA
N
E
A. M
E
R
E
D
IT
H
R
E
V
O
C
A
B
L
E
T
R
U
S
T
F
R
E
D
E. M
E
R
E
D
IT
H
R
E
V
O
C
A
B
L
E
T
R
U
S
T
C
L
IF
T
O
N
H.
L
A
M
D
P
O
N
D
WD
25+00
20+00
15
+
0
0
-Y3REV-
6
21
PUE
37
.
0
2 .
0
2
EX.
.01
.
0
1
.
0
1
.
0
0 .
0
3
.
0
4
.
0
5
.
0
6
.04
EX.
.00
.02
.03
.06
.
0
2
.
0
1
.
0
0
.
0
1
.
0
2
.
0
3
.
0
4
.
0
5
.01
.02.036
.04
.05
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:
1 D
Min. D= 1.0Ft.
DETAIL 'D'
Ground
Natural 3:1
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:
1 D
Min. D= 2.0Ft.
DETAIL 'C'
Ground
Natural Flatter4:1 or
Slope
Ditch
Front
2
4
"
GRADE TO DRAIN
ELEV 820.27
STA 26+36.99
SAG
STA 24+50-31+00 -Y3REV- Lt
SPECIAL CUT DITCH
SEE DETAIL 'C'
FROM STA. 24+50 TO STA. 31+00 -Y3Rev- Lt
FROM STA. 17+50 TO STA. 21+00 -Y3REV- Lt
FROM STA. 15+88 TO STA. 17+50 -Y3REV- Rt
STA 15+88-17+50 -Y3REV- Rt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'D'
STA 17+50-21+00 -Y3REV- Lt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'D'
STA 28+00 -Y3REV- Rt
STA 26+24 -Y3REV- Rt
W/CL B RIP RAP
STD 2' BASE DITCH
SEE DETAIL 'G'
-Y3REV- Lt
STA 24+50-31+00
SPECIAL CUT DITCH
SEE DETAIL 'C'
SI21
SK8=ORIGIN
SI22
SI2A
SI3A
SI4A
SI5A
SI6A
SI7A=WH1.5
SI8A
SI19A=ORIGIN=WF3
SI4B
SI5B
SI6B
SI7B=WF1=WF12
SI12
SI13
SI14
SI15
SI16=WD9A
SI17A
SI18
SI19
SI20=SK1
SK2
SK3
SK4
SK5
SK6
SK7
WE1=WE11
SI24
SI23=WE1=WE12
SI26
SI27=SI1A=WE6
WD
WE
WH
WF
WR
SK
SI
SI
SI 820 820
820 8208
2
0
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:
1 D
Min. D= 1.0Ft.
DETAIL 'D'
Ground
Natural 3:1
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:
1 D
Min. D= 2.0Ft.
DETAIL 'C'
Ground
Natural Flatter4:1 or
Slope
Ditch
Front
2
4
"
GRADE TO DRAIN
STA 24+50-31+00 -Y3REV- Lt
SPECIAL CUT DITCH
SEE DETAIL 'C'
FROM STA. 24+50 TO STA. 31+00 -Y3Rev- Lt
FROM STA. 17+50 TO STA. 21+00 -Y3REV- Lt
FROM STA. 15+88 TO STA. 17+50 -Y3REV- Rt
STA 15+88-17+50 -Y3REV- Rt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'D'
STA 17+50-21+00 -Y3REV- Lt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'D'
STA 28+00 -Y3REV- Rt
STA 26+24 -Y3REV- Rt
W/CL B RIP RAP
STD 2' BASE DITCH
SEE DETAIL 'G'
-Y3REV- Lt
STA 24+50-31+00
SPECIAL CUT DITCH
SEE DETAIL 'C'
P
O
N
D
805
805805
810
810
8
1
0
810
810
810
810
8
1
0
8
1
0
810
815
815
815
8
1
5
8
15
8
15
8
15
815
8
15
815
8
1
5
815815
815
815
815
820
820
8
2
0
820
820
820
820
820
8
2
0
8
2
0
820
820
820
820
820
8
2
0
820
8
2
0
820
820
825
825
825
8
2
5
825
825
825
825
8
2
5
8
2
5
8
2
5
82
5
825825
8
2
5
825
825
825
8
2
5
8
2
5
825
8
2
5
8
3
0
830
830
830
830
83
0 830
830 830
830
8
3
0
830
8
3
0
8
3
0
8
3
0
830
830
830
8
3
0
830
830
830
8
3
0
830
830
835
835
8
3
5
835
835
8
3
5
8
3
5
835
8
3
5
835
8
3
5
835
835835
835
835
8
3
5
835835
8
3
5
8
3
5
835
835
835
835
835
840
840
840
8
4
0
840
840
8
4
0
840
8
4
0
8
4
0
8
4
0
8
4
0
8
4
0
840
8
4
0
840
8
4
0
8
4
0
8 4 0840
8
4
0
840
8
4
0
840
840
8
4
0
8 4 0
840
840
8
4
0
840
8
4
0
8 4 0
8
4
0
8
4
0
8
4
0
840
840
840
840
8
4
0
8
4
5
8
4
5
845
8
4
5
8
4
5
845
N
A
D
8
3
/ N
A
2
0
11
F
F
C
C
C
C
C
F
C
C
F
F
C
F
C
F
C
C
F
F C
F
0901
0902
0903
0904
RETAINRETAIN
R
E
T
A
I
N
REMOVE 24"
OF EXIST. 18" STL
OF EXIST. 18" RCP & OUTLET
CLEAN DITCH OUT AT INLET0907
18
" RC
P-IV
INV=816.85
INV=815.75
INV=815.55
INV=815.00
1
8
"
R
C
P
-
I
V
INV=814.50
INV=815.00
2:12:
1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
DDE=10CY
EST 4 TONS, 8SY GEOTEXTILE
STA. 26+24 -Y3REV- Rt
DDE=20CY
EST 6 TONS, 10SY GEOTEXTILE
STA. 28+00 -Y3REV- Rt
DETAIL 'G'
B= 2.0Ft.
Max. d= 1.0Ft.
Min. D= 2.0Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= CL B Rip-Rap
Geotextile
10SY GEOTEXTILE
EST 3TONS
CL B RIP RAP
SITE '3'
RETAINRETAIN
R
E
T
A
I
N
REMOVE 24"
OF EXIST. 18" STL
OF EXIST. 18" RCP & OUTLET
CLEAN DITCH OUT AT INLET
18
" RC
P-IV
1
8
"
R
C
P
-
I
V
2:12:
1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
DDE=10CY
EST 4 TONS, 8SY GEOTEXTILE
STA. 26+24 -Y3REV- Rt
DDE=20CY
EST 6 TONS, 10SY GEOTEXTILE
STA. 28+00 -Y3REV- Rt
DETAIL 'G'
B= 2.0Ft.
Max. d= 1.0Ft.
Min. D= 2.0Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= CL B Rip-Rap
Geotextile
10SY GEOTEXTILE
EST 3TONS
CL B RIP RAP
SHEET 8 OF 10
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
GRAPHIC SCALE
0'50'100'150'50'
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
S5 INSET
S6 INSET
S4A INSET
S4B INSET
SEE SHEET 8MATCHLINE -Y9- STA. 13+75.00
11
PAVEMENT REMOVAL
SEE SHEET 7
MATCHLINE -Y6- STA. 15+00.00
FOR -Y5- PROFILE, SEE SHEET NO. 18
FOR -Y6- PROFILE, SEE SHEET NO. 18
FOR -RAB2- PROFILE, SEE SHEET NO. 18
FOR -Y9- PROFILE, SEE SHEET NO. 20
SEE SHEET 7
MATCHLINE -Y5- STA. 11+50.00
2040 ADT
2018 ADT
WEANT RD.
REALIGNED
-Y9- SR 1162
FOR R/W PLAN, SEE SHEET NO. 2B-8
-Y7- STA. 14+50.00 SEE SHEET 7MATCHLINE
R
E
V
IS
I
O
N
S
ROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2
5
-
O
C
T
-
2
0
2
2
13
:
3
4
N
:
\
N
C
H
y
d
r
o
\
M
1
7
0
3
5
_
U
-
6
0
1
8
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
Z
o
o
m
\
U
-
6
0
1
8
_
H
y
d
_
p
r
m
_
w
e
t
_
p
s
h
1
1
.
d
g
n
a
f
u
l
l
e
r
A
T
K
A
T
I
E
0
2
2
0
1
9
8
/
1
7
/
9
9
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-6018
Phone: 919-872-5115
Raleigh, North Carolina 27609
5808 Faringdon Place
www.rameykemp.com
NC License No. C-0910
OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL;
2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH
WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL
1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH
NOTES:
12"
C
MP
7' GR
W
W
O
O
D
S
B
R
U
S
H
B
R
US
H
W
O
O
D
S
R
U
I
N
S
RUINS
R
UI
N
S
RUINS
4
8"
W
W
&
1S
B
W
DI
L
A
PI
D
A
T
E
D
18" RCP
W/FES W/FES
W
O
O
D
S
A
B
A
N
D
1
S
F
D
B
R
U
S
H
W
/
F
E
S
15
"
C
M
P
W
/
F
E
S
R
UI
N
S
W
O
O
D
S
W
O
O
D
S
DILAPIDATED48"WW & 2SBW
D
I
L
A
P
I
D
A
T
E
D
4
8
"
W
W
&
1S
B
W
W
O
O
D
S
VAR.HTBK WALL
WOODS
W
O
O
D
S
48"C
H
L
60"C
O
N
C
W
/
B
A
S
E
M
E
N
T
1S
B
K
DU/42"CHL
BK
WALL VAR.HT
VAR.
HT
B
K
W
AL
L
W
B
S
T
GAZEBO CONC
W
48"CONC
W /BASEMENT1SBKD
BK
ACCESS
BASEMENT
TREES
SCATTERED
S
C
A
T
T
E
R
E
D
T
R
E
E
S
B
S
T
12" RCP
DI12" R
CP
8'GR/SOIL
1S
B
K
D
16' BST 12
" R
C
P
V
A
R
.H
T
B
L
K
WA
L
L
R
A
I
L
3
6
"
W
D
L
T
1S
B
K
D
B
K
B
O
R
D
E
R
3
6
"
G
R
W
/
C
O
N
C 15' BST
12
"
R
C
P
12
"
R
C
P
E
N
D
U
N
K
N
O
W
N
18' CONC
S
WI
N
G
T
R
E
E
S
S
C
A
T
T
E
R
E
D
P
O
L
E
F
L
A
G
66"WD
C
O
N
C
1
1/
2
S
B
K
D
BK 42"CONC
G
A
Z
E
B
O
S
W
D
W
D
4
2
"
C
O
N
C
W
D
B
K
B
K
S
WD
W
D
42"CONC
P
L
A
N
T
E
R
C
O
N
CL
T
36"WD RAIL
G
A
T
E
MT
L
3
S
E
L
E
C
4
8
"
W
W
4
8
"
W
W
S
R
116
2
WE
A
N
T
R
D
2
1.5
'
B
S
T
S
R
12
6
5
B
L
U
E
W
OOD CT 20' BST
S
R
12
6
5
B
L
U
E
W
O
O
D
C
T
B
S
T
V
A
R
I
E
S
U
6
0
18
-
G
P
S
10
L
T
L
T
L
T
L
T
L
T
DILAPIDATED48"WW & 2SBW
1
2"
RCP
12" RCP
DI
4
2
"
C
O
N
C
L
T
L
T
6
6
"
W
D
L
T
W
D
EIP
C
O
N
C
C
O
N
C
E
I
P
C
O
N
C
C
O
N
C
E
I
P
E
IP
E
I
P
E
I
P
E
I
P
E
I
P
E
IP
CONC
JOEL K. AUMAN BETTY L. INGRAM
DON L. INGRAM
PATRICIA G. GRANT
ROBERT A. GRANT
MARY K. DIEPTHANH DIEP
N
A
I
L
P
K
N
A
I
L
P
K
CNJ INC
LYNN S. HARRIS
REGINA S. McDOWELL
CLAYTON W. SHACKELFORD HEIRS
E
X
I
S
T
I
N
G
R
/
W
E
X
I
S
T
I
N
G
R
/
W
60.00'
E
XIS
TI
N
G
R/
W
E
XIS
TI
N
G
R/
W
100.00'
E
X
I
S
T
I
N
G
R
/
W
E
X
I
S
T
I
N
G
R
/
W
60.00'
E
X
I
S
T
I
N
G
R
/
W
15.5'
B
S
T
S
R
4
0
14
O
L
D
W
E
A
N
T
R
D
R
/
W
E
X
I
S
T
I
N
G
12
"
D
I
12
"
D
I
4
"
P
L
4
"P
L
STR
EA
M
DI
SA
PPEA
RI
N
G
S
T
R
E
A
M
DIS
APP
E
A
RI
N
G
S
T
R
E
A
M
DI
S
A
P
P
E
A
RI
N
G
P
O
N
D
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
I
N
)
CI
T
Y
O
F
A
R
C
H
D
A
L
E (I
N)
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
I
N
)
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
CI
T
Y
O
F
A
R
C
H
D
A
L
E (
O
U
T)
CITY OF ARCHDALE (OUT)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)CITY OF ARCHDALE (IN)
GREGORY D. CODY
JOSEPH T. CODY
DAVID B. CODY
ANNIE M. CODY
FRANCES C. LAWS
RUFUS F. LAWS
DISAPPEARING STREAM
19
.
5
'
B
S
T
S
R
116
2
W
E
A
N
T
R
D
W
D
W
A
L
L
6
6
"
B
K
/
16
"
D
I
16
"
D
I
16
"
D
I
LILA PHAM
LILA PHAM
THATBOTHERSME LLC
KIMBERLY J. COX
WILLIAM L. CORN
THATBOTHERSME LLC
KIMBERLY J. COX
WILLIAM L. CORN
COUNTY
GUILFORD
FOR FUTURE USE
UNDEVELOPED STREET
12
"
R
C
P
20+00
15
+00
-Y 9 -
-RAB2-
15
+
0
0
15
+
0
0
-
Y6
-
15
+
0
0
-
Y
9
-
15
+
0
0
-
Y
7
-
2
0
+
0
0
-
Y
6
-
25+00-Y9-
-
Y
7
-
29
26
25
24A
24A
11
38
PUE
.01
.02
.02.02
.02
.02
.02
.02
.01
.01
.00
.03
.04
.05
.06
.
0
0
.
0
1
.
0
2
EX.EX.
.02.01
.02
EX.
.01.00
.02
.02
.01
.02.02
.01 .01
.
0
1
.
0
1
.
0
2
.
0
0
.
0
1
.
0
2
.00
.01
.02 .02
.02
.02
EX.
.00
PROP. GR
PROP. GR
CAT-1
.02
.0
1
.0
1
.02
.01
.00
.01
.02
.02
.0
0
.0
2
.0
1
TL-2GREU
TL-2
GREU
TL-2GREU
CB
CB CB
CB
CB
CB
CB
15" RCP-IV
JB w/MH
CB
CB
STA 24+06 -Y9- Lt
STD. 3' BASE DITCH
SEE DETAIL 'O'
STA 20+50-22+50 -Y9- Rt
SPECIAL BACK OF CURB CUT DITCH
SEE DETAIL 'A'
STA 23+00-23+50 -Y9- Rt
LATERAL "V" DITCH
SEE DETAIL 'P'
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:
1 D
FROM STA. 15+00 TO STA. 18+50 -Y9- Lt
Min. D= 1.0Ft.
DETAIL 'L'
Ground
Natural
Flatter4:1 or
Slope
Fill
STA 15+00-18+55 -Y9- Lt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'L'
STA 15+00-18+55 -Y9- Lt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'L'
w/MH
TB JB
w/MH
TB JB
CB
STA 15+00 -Y9 Lt.
CL I RIP RAP
(VARIABLE WIDTH)
STD BASE DITCH
SEE DETAIL 'S'
1
5
"
R
C
P
-
I
V
30" RCP-IV
15" RCP-IV
19+00 -Y9- Rt
STA 11+50-
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAIL 'F'
STA 11+50-19+00 -Y9- Rt
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAIL 'F'
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
STA 24+13-25+97 -Y9- Lt
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAIL 'J'
LATERAL 'V' DITCH
( Not to Scale)
D
2:
1 2:1
b
1"/Ft.
DDE = 27 CY
FROM STA. 23+00 TO STA. 23+50 -Y9- Rt
b= 5.0Ft.
Min. D= 1.0Ft.
DETAIL 'P'
Ground
Natural
Slope
Fill
SO1=CUL SO2
SO3
SWD14
SWD15
SWD17
SQ3
SQ4
SQ5
SQ6
SQ7
SQ8
SQ10
SQ11
SQ12
WS
WL
SQ
SQ
Geotextile
d
Type of Liner= CL B Rip-Rap Max. d=1 Ft.
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL 'B'
DDE=3 CY
STA. 18+22 -Y6- Lt
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BED
Est.= 4 Tons Cl B Rip-Rap, 11 SY Geotextile
d= 1.0Ft.
Length= 10.0Ft.
EXI
S
TI
NG
BAN
K
EXISTING BANKMIN. 2:1 TO TIE
MI
N.
2:
1
TO
TI
E d
223SY GEOTEXTILE
EST 63 TONS
TO STA. 24+27 -Y9- Rt
FROM STA. 14+00 -RAB2- Rt
Fill Slope2:1 or Flatter
b= 5.0Ft.
d= 1.0Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL 'G'
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
W/FES15
+00
CB
Stream SQ
Stream SQ
Wetland WS
VAR.HTBK WALL
WOODS
DILAPIDATED48"WW & 2SBW
S
T
R
E
A
M
DIS
APP
E
A
RI
N
G
S
T
R
E
A
M
DI
S
A
P
P
E
A
R
I
N
G
DISAPPEARING STREAM
-Y9- Sta. 25+72.94
-RAB2- POC Sta. 13+30.62=
30" RCP-IV
Strea
m S
OW/FESC
O
N
C
E
X
I
S
T
I
N
G
R
/
W
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
I
N
)
Geotextile
2300
2000
<100
<100
2300
2000
2400
2200
4700
4200
WEANT RD.
EXISTING
-Y6- SR 1162
WEANT RD.
EXISTING
-Y6- SR 1162
15" RCP-V
F
C
F
F
F
C
F
F
F
F
F
C
F
C
F
C
C
F
C
C
C
C
C
C
F
C
F
F C
C
14+00 -RAB2- Rt TO 24+27 -Y9- Rt
TOE PROTECTION W/CL B RIP RAP
SEE DETAIL 'G'
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
1
8
"
R
C
P
-
I
V
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
HW
REPLACE W/24" RCP-IV
REMOVE 18" RCP
REMOVE FES
REMOVE FES
ON BANKS ONLY
CL B RIP RAP
SEE DETAIL 'B'
4:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM STA. 20+50 TO STA. 23+00 -Y9- Rt
DETAIL 'A'
GROUND
NATURAL
1
8
"
R
C
P
-
I
V
4:14:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM STA. 11+50 TO STA. 19+00 -Y9- Rt
DETAIL 'F'
GROUND
NATURAL
24" RCP-IV
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
R
E
T
A
I
N
2:12:
1
D
( Not to Scale)
STANDARD 3' BASE DITCH
B
d
DDE = 9 CY
EST. 26 TON, 53SY GEOTEXTILE
STA. 24+06 -Y9- Lt
DETAIL 'O'
B= 3.0Ft.
Max. d= 1.0Ft.
Min. D= 2.0Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= CL I Rip-Rap
Geotextile
4:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
DETAIL 'J'
GROUND
NATURAL
EST. 65 TON, 193 SY GEOTEXTILE
FROM STA. 24+13 TO STA. 25+97 -Y9- Lt
2:12:
1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
DETAIL 'S'
3Ft.-6Ft.
B= VARIABLE,
Max. d= 1.0Ft.
Min. D= 2.0Ft.
Ground
Natural
Ground
Natural
Type of Liner= CL I Rip-Rap
Geotextile
DDE = 77 CY
EST. 99 TON, 195SY GEOTEXTILE
STA. 15+00 -Y9- Lt
SITE '4'
SITE '5'
SITE '6'
14+00 -RAB2- Rt TO 24+27 -Y9- Rt
TOE PROTECTION W/CL B RIP RAP
SEE DETAIL 'G'
HW
3
6
"
R
C
P
-
I
V
3
6
"
R
C
P
-
I
V
SHEET 9 OF 10
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
GRAPHIC SCALE
0'50'100'150'50'
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
S5 INSET
S6 INSET
S4A INSET
S4B INSET
SEE SHEET 8MATCHLINE -Y9- STA. 13+75.00
11
PAVEMENT REMOVAL
SEE SHEET 7
MATCHLINE -Y6- STA. 15+00.00
FOR -Y5- PROFILE, SEE SHEET NO. 18
FOR -Y6- PROFILE, SEE SHEET NO. 18
FOR -RAB2- PROFILE, SEE SHEET NO. 18
FOR -Y9- PROFILE, SEE SHEET NO. 20
SEE SHEET 7
MATCHLINE -Y5- STA. 11+50.00
2040 ADT
2018 ADT
WEANT RD.
REALIGNED
-Y9- SR 1162
FOR R/W PLAN, SEE SHEET NO. 2B-8
-Y7- STA. 14+50.00 SEE SHEET 7MATCHLINE
R
E
V
IS
I
O
N
S
ROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2
5
-
O
C
T
-
2
0
2
2
13
:
3
4
N
:
\
N
C
H
y
d
r
o
\
M
1
7
0
3
5
_
U
-
6
0
1
8
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
Z
o
o
m
\
U
-
6
0
1
8
_
H
y
d
_
p
r
m
_
w
e
t
_
p
s
h
1
1
_
c
o
n
.
d
g
n
a
f
u
l
l
e
r
A
T
K
A
T
I
E
0
2
2
0
1
9
8
/
1
7
/
9
9
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-6018
Phone: 919-872-5115
Raleigh, North Carolina 27609
5808 Faringdon Place
www.rameykemp.com
NC License No. C-0910
OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL;
2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH
WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL
1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH
NOTES:
12"
C
MP
7' GR
W
W
O
O
D
S
B
R
U
S
H
B
R
US
H
W
O
O
D
S
R
U
I
N
S
RUINS
R
UI
N
S
RUINS
4
8"
W
W
&
1S
B
W
DI
L
A
PI
D
A
T
E
D
18" RCP
W/FES W/FES
W
O
O
D
S
A
B
A
N
D
1
S
F
D
B
R
U
S
H
W
/
F
E
S
15
"
C
M
P
W
/
F
E
S
R
UI
N
S
W
O
O
D
S
W
O
O
D
S
DILAPIDATED48"WW & 2SBW
D
I
L
A
P
I
D
A
T
E
D
4
8
"
W
W
&
1S
B
W
W
O
O
D
S
VAR.HTBK WALL
WOODS
W
O
O
D
S
48"C
H
L
60"C
O
N
C
W
/
B
A
S
E
M
E
N
T
1S
B
K
DU/42"CHL
BK
WALL VAR.HT
VAR.
HT
B
K
W
AL
L
W
B
S
T
GAZEBO CONC
W
48"CONC
W /BASEMENT1SBKD
BK
ACCESS
BASEMENT
TREES
SCATTERED
S
C
A
T
T
E
R
E
D
T
R
E
E
S
B
S
T
12" RCP
DI12" R
CP
8'GR/SOIL
1S
B
K
D
16' BST 12
" R
C
P
V
A
R
.H
T
B
L
K
WA
L
L
R
A
I
L
3
6
"
W
D
L
T
1S
B
K
D
B
K
B
O
R
D
E
R
3
6
"
G
R
W
/
C
O
N
C 15' BST
12
"
R
C
P
12
"
R
C
P
E
N
D
U
N
K
N
O
W
N
18' CONC
S
WI
N
G
T
R
E
E
S
S
C
A
T
T
E
R
E
D
P
O
L
E
F
L
A
G
66"WD
C
O
N
C
1
1/
2
S
B
K
D
BK 42"CONC
G
A
Z
E
B
O
S
W
D
W
D
4
2
"
C
O
N
C
W
D
B
K
B
K
S
WD
W
D
42"CONC
P
L
A
N
T
E
R
C
O
N
CL
T
36"WD RAIL
G
A
T
E
MT
L
3
S
E
L
E
C
4
8
"
W
W
4
8
"
W
W
S
R
116
2
WE
A
N
T
R
D
2
1.5
'
B
S
T
S
R
12
6
5
B
L
U
E
W
OOD CT 20' BST
S
R
12
6
5
B
L
U
E
W
O
O
D
C
T
B
S
T
V
A
R
I
E
S
U
6
0
18
-
G
P
S
10
L
T
L
T
L
T
L
T
L
T
DILAPIDATED48"WW & 2SBW
1
2"
RCP
12" RCP
DI
4
2
"
C
O
N
C
L
T
L
T
6
6
"
W
D
L
T
W
D
EIP
C
O
N
C
C
O
N
C
E
I
P
C
O
N
C
C
O
N
C
E
I
P
E
IP
E
I
P
E
I
P
E
I
P
E
I
P
E
IP
CONC
JOEL K. AUMAN BETTY L. INGRAM
DON L. INGRAM
PATRICIA G. GRANT
ROBERT A. GRANT
MARY K. DIEPTHANH DIEP
N
A
I
L
P
K
N
A
I
L
P
K
CNJ INC
LYNN S. HARRIS
REGINA S. McDOWELL
CLAYTON W. SHACKELFORD HEIRS
E
X
I
S
T
I
N
G
R
/
W
E
X
I
S
T
I
N
G
R
/
W
60.00'
E
XIS
TI
N
G
R/
W
E
XIS
TI
N
G
R/
W
100.00'
E
X
I
S
T
I
N
G
R
/
W
E
X
I
S
T
I
N
G
R
/
W
60.00'
E
X
I
S
T
I
N
G
R
/
W
15.5'
B
S
T
S
R
4
0
14
O
L
D
W
E
A
N
T
R
D
R
/
W
E
X
I
S
T
I
N
G
12
"
D
I
12
"
D
I
4
"
P
L
4
"P
L
STR
EA
M
DI
SA
PPEA
RI
N
G
S
T
R
E
A
M
DIS
APP
E
A
RI
N
G
S
T
R
E
A
M
DI
S
A
P
P
E
A
RI
N
G
P
O
N
D
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
I
N
)
CI
T
Y
O
F
A
R
C
H
D
A
L
E (I
N)
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
I
N
)
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
CI
T
Y
O
F
A
R
C
H
D
A
L
E (
O
U
T)
CITY OF ARCHDALE (OUT)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)CITY OF ARCHDALE (IN)
GREGORY D. CODY
JOSEPH T. CODY
DAVID B. CODY
ANNIE M. CODY
FRANCES C. LAWS
RUFUS F. LAWS
DISAPPEARING STREAM
19
.
5
'
B
S
T
S
R
116
2
W
E
A
N
T
R
D
W
D
W
A
L
L
6
6
"
B
K
/
16
"
D
I
16
"
D
I
16
"
D
I
LILA PHAM
LILA PHAM
THATBOTHERSME LLC
KIMBERLY J. COX
WILLIAM L. CORN
THATBOTHERSME LLC
KIMBERLY J. COX
WILLIAM L. CORN
COUNTY
GUILFORD
FOR FUTURE USE
UNDEVELOPED STREET
12
"
R
C
P
20+00
15
+00
-Y 9 -
-RAB2-
15
+
0
0
15
+
0
0
-
Y6
-
15
+
0
0
-
Y
9
-
15
+
0
0
-
Y
7
-
2
0
+
0
0
-
Y
6
-
25+00-Y9-
-
Y
7
-
29
26
25
24A
24A
11
38
PUE
.01
.02
.02.02
.02
.02
.02
.02
.01
.01
.00
.03
.04
.05
.06
.
0
0
.
0
1
.
0
2
EX.EX.
.02.01
.02
EX.
.01.00
.02
.02
.01
.02.02
.01 .01
.
0
1
.
0
1
.
0
2
.
0
0
.
0
1
.
0
2
.00
.01
.02 .02
.02
.02
EX.
.00
PROP. GR
PROP. GR
CAT-1
.02
.0
1
.0
1
.02
.01
.00
.01
.02
.02
.0
0
.0
2
.0
1
TL-2GREU
TL-2
GREU
TL-2GREU
CB
CB CB
CB
CB
CB
CB
15" RCP-IV
JB w/MH
CB
CB
STA 24+06 -Y9- Lt
STD. 3' BASE DITCH
SEE DETAIL 'O'
STA 20+50-22+50 -Y9- Rt
SPECIAL BACK OF CURB CUT DITCH
SEE DETAIL 'A'
STA 23+00-23+50 -Y9- Rt
LATERAL "V" DITCH
SEE DETAIL 'P'
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:
1 D
FROM STA. 15+00 TO STA. 18+50 -Y9- Lt
Min. D= 1.0Ft.
DETAIL 'L'
Ground
Natural
Flatter4:1 or
Slope
Fill
STA 15+00-18+55 -Y9- Lt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'L'
STA 15+00-18+55 -Y9- Lt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'L'
w/MH
TB JB
w/MH
TB JB
CB
STA 15+00 -Y9 Lt.
CL I RIP RAP
(VARIABLE WIDTH)
STD BASE DITCH
SEE DETAIL 'S'
1
5
"
R
C
P
-
I
V
30" RCP-IV
15" RCP-IV
19+00 -Y9- Rt
STA 11+50-
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAIL 'F'
STA 11+50-19+00 -Y9- Rt
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAIL 'F'
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
STA 24+13-25+97 -Y9- Lt
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAIL 'J'
LATERAL 'V' DITCH
( Not to Scale)
D
2:
1 2:1
b
1"/Ft.
DDE = 27 CY
FROM STA. 23+00 TO STA. 23+50 -Y9- Rt
b= 5.0Ft.
Min. D= 1.0Ft.
DETAIL 'P'
Ground
Natural
Slope
Fill
SO1=CUL SO2
SO3
SWD14
SWD15
SWD17
SQ3
SQ4
SQ5
SQ6
SQ7
SQ8
SQ10
SQ11
SQ12
WS
WL
SQ
SQ
Geotextile
d
Type of Liner= CL B Rip-Rap Max. d=1 Ft.
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL 'B'
DDE=3 CY
STA. 18+22 -Y6- Lt
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BED
Est.= 4 Tons Cl B Rip-Rap, 11 SY Geotextile
d= 1.0Ft.
Length= 10.0Ft.
EXI
S
TI
NG
BAN
K
EXISTING BANKMIN. 2:1 TO TIE
MI
N.
2:
1
TO
TI
E d
223SY GEOTEXTILE
EST 63 TONS
TO STA. 24+27 -Y9- Rt
FROM STA. 14+00 -RAB2- Rt
Fill Slope2:1 or Flatter
b= 5.0Ft.
d= 1.0Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL 'G'
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
W/FES15
+00
CB
Stream SQ
Stream SQ
Wetland WS
VAR.HTBK WALL
WOODS
DILAPIDATED48"WW & 2SBW
S
T
R
E
A
M
DIS
APP
E
A
RI
N
G
S
T
R
E
A
M
DI
S
A
P
P
E
A
R
I
N
G
DISAPPEARING STREAM
-Y9- Sta. 25+72.94
-RAB2- POC Sta. 13+30.62=
30" RCP-IV
Strea
m S
OW/FESC
O
N
C
E
X
I
S
T
I
N
G
R
/
W
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
I
N
)
8
0
5
805
805
8
0
5
8
1
0
8
1
0
810
8
1
0
810
810
8
1
0
810
810
8
1
0
810
8
10
8
1
0
810
8
15
8
15
8
1
5
8
15
815
815
815
8
1
5
8
15
815
8
15
8
15
815
815
815
815
8
15
815
8
15
815
815
8
1
5
8
15
8
15
815
8
15
8
1
5
8
1
5
815
815
815
8
2
0
820
8
2
0
8
2
0
820
820
820
820
820 820
820
8
2
0
820
820
820
8
2
0
82
0
8
2
0
820
820
8
2
0
8
2
0
8
2
0
8
2
0
8
2
0
8
2
0
820
820
820
8
2
0
820
8
2
0
8
2
0
820
820
820820
820
8
2
0
820
8
2
0
820
820
8
2
0
820
820
8
2
0
820
8
2
5
825
825825
8
2
5
825
825
8
2
5
8
2
5
825
8
2
5
8
2
5
8
2
5
8
2
5
8
2
5
8
2
5
8
2
5
825
825
8
2
5
825
825
825
8
2
5
825
8
2
5
825
830
8
3
0
8
3
0
8
3
0
830
8
3
0
8
3
0
8
3
0
830
830
830
8
3
0
8
3
0
8
3
0
8
3
0
830
830
830
830
830
830
835
8
3
5
8
3
5
8
3
5
Geotextile
2300
2000
<100
<100
2300
2000
2400
2200
4700
4200
WEANT RD.
EXISTING
-Y6- SR 1162
WEANT RD.
EXISTING
-Y6- SR 1162
15" RCP-V
F
C
F
F
F
C
F
F
F
F
F
C
F
C
F
C
C
F
C
C
C
C
C
C
F
C
F
F C
C
14+00 -RAB2- Rt TO 24+27 -Y9- Rt
TOE PROTECTION W/CL B RIP RAP
SEE DETAIL 'G'
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
1
8
"
R
C
P
-
I
V
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
HW
REPLACE W/24" RCP-IV
REMOVE 18" RCP
REMOVE FES
REMOVE FES
ON BANKS ONLY
CL B RIP RAP
SEE DETAIL 'B'
4:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM STA. 20+50 TO STA. 23+00 -Y9- Rt
DETAIL 'A'
GROUND
NATURAL
1
8
"
R
C
P
-
I
V
4:14:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM STA. 11+50 TO STA. 19+00 -Y9- Rt
DETAIL 'F'
GROUND
NATURAL
24" RCP-IV
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
R
E
T
A
I
N
2:12:
1
D
( Not to Scale)
STANDARD 3' BASE DITCH
B
d
DDE = 9 CY
EST. 26 TON, 53SY GEOTEXTILE
STA. 24+06 -Y9- Lt
DETAIL 'O'
B= 3.0Ft.
Max. d= 1.0Ft.
Min. D= 2.0Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= CL I Rip-Rap
Geotextile
4:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
DETAIL 'J'
GROUND
NATURAL
EST. 65 TON, 193 SY GEOTEXTILE
FROM STA. 24+13 TO STA. 25+97 -Y9- Lt
2:12:
1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
DETAIL 'S'
3Ft.-6Ft.
B= VARIABLE,
Max. d= 1.0Ft.
Min. D= 2.0Ft.
Ground
Natural
Ground
Natural
Type of Liner= CL I Rip-Rap
Geotextile
DDE = 77 CY
EST. 99 TON, 195SY GEOTEXTILE
STA. 15+00 -Y9- Lt
SITE '4'
SITE '5'
SITE '6'
14+00 -RAB2- Rt TO 24+27 -Y9- Rt
TOE PROTECTION W/CL B RIP RAP
SEE DETAIL 'G'
HW
3
6
"
R
C
P
-
I
V
3
6
"
R
C
P
-
I
V