HomeMy WebLinkAboutHE-0011_rdy_psh04POND
102'116' STORAGE360' LANE SHIFT 150' TAPER
180' TAPER
25'150' TAPER
360' LANE SHIFT
12
'
12
'
1
2
'
15
"
R
C
P
6
6
"
R
C
P
18
"
R
C
P
15" HDPE
18" RCP
54" RCP US HWY 64 E VAR' BST
WOODS
WOODS
WOODS
S
1SBLKD
SILO
BARN
BARN
BARN
S
S
S
S
S
S
S
S
S
S
S
S
S
CONC
C
O
N
C
CONC
48" WIRE
60" WIRE
60" WIRE
4
8
" WIR
E
60" WIR
E
RIPRAPRI
PR
A
P
US HWY 64 W 31' BST
US HWY 64 E 31' BST
6
0
" WIR
E
60" WIRE
GW
WOODS
WOODS
WOODS
WOODS
WOODS
GATE GATE GATE
G
SS
S
SILO
15" HDPE
15" HDPE15" HDPE
1SFD
S
DB 1553 PG 1040
DB 1553 PG 1040
WILLIAM L SMITH ETAL
WILLIAM L SMITH ETAL
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W EXISTING R/W
EXISTING R/
W
E
X
I
STI
N
G
R/
W
R/W WIDTH VARIES R/W WIDTH VARIES
R/W WIDTH VARIES
MTL
INV OUT=562.62'
4
8
"
W
O
O
D
GR
D
R
IVE
T
T
T
TT
EOI US HWY 64 W VAR' BST
MON
RW
MON
RW
C
H
A
T
H
A
M
C
O
U
N
T
Y
R
A
N
D
O
L
P
H
C
O
U
N
T
Y
C
H
A
T
H
A
M
C
O
U
N
T
Y
R
A
N
D
O
L
P
H
C
O
U
N
T
Y
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
8
/3
0
/2
0
2
3
c
:
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b
w
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15
5
1
3
3
2
\
H
E
-
0
0
1
1
_
r
d
y
_
p
s
h
0
4
.
d
g
n
b
w
h
i
t
e
HE-0011
PR OFESS
IO
N
A
L
E
NG INEER
N ORTH CARO
LINA
SEAL
044594
ETIHW .A NI
M
A
JN
E
B
PR OFESS
IO
N
A
L
E
NG INEER
N ORTH CARO
LINA
SEAL
.
RJ
,
NAGINREJ
.
K
MAIL
L
I
W 040302
-L- POT Sta. 10+00.00
WW FENCE
PROP. 47"
+
8
2
.
7
0
+
3
3
.
1
7
+
5
9
.
1
5
SHIFT
LANE
360'
81' STORAGE
15
+
0
0
2
0
+
0
0
F F
F
F
F
F
C A
114.86' RT
98.46' RT
+00.00 -L-
114.86' RT
+85.00 -L-
C A
1
R 2'
R 100'
R 40'
R 20'
R 60'-L- STA. 11+16.00
BEGIN EXPRESSWAY GUTTER
-L- STA. 13+62.70
END EXPRESSWAY GUTTER
TIE TO EXISTING
-L- POT STA. 11+00.00
BEGIN PROJECT HE-0011
EXISTING PAVEMENT
BEGIN OVERLAY OF
EXISTING FENCE
REMOVE AND RESET
114.86' RT
-L- +85.00
END FENCE
EXISTING FENCE
REMOVE AND RESET
98.46' RT
-L- +00.00
BEGIN FENCE
0404 0405
04060401
0402
0403
04070408
0411
0410
18" RCP-III DI18" RCP-III
2GI
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN GRADE TO DRAIN
GRADE TO DRAIN
15" RCP-III
15"
RCP-III
0415
0414
0412
2GI 15" RCP-III
15"
R
C
P-III
15" RCP-III
TB 2GI
15" RCP-III 15" RCP-III
REMOVE
1A
OUTLET ANALYSIS
RETAIN HW
RETAIN HW
100' BUFFER
PERENNIAL STREAM
100' BUFFER
PERENNIAL STREAM
50' BUFFER
INTERMITTENT STREAM
50' BUFFER
INTERMITTENT STREAM
W/10 SY GEOTEXTILE
3 TONS CL B RIP RAP
W/7 SY GEOTEXTILE
2 TONS CL B RIP RAP
REMOVE
FLOWABLE FILL
RETAIN AND TIE
18" RCP-III
0413
TB 2GI
TB 2GI
2GI
5
0
'
B
U
F
F
E
R
IN
TE
R
M
ITTE
N
T
S
TR
E
A
M
18" WELDED STEEL
TRENCHLESS INSTALLATION
DI
DI
DI
DI
N
A
D
8
3
/
2
0
1
1
-
L-
S
T
A
2
1
+
0
0
.
0
0
M
A
T
C
H
LI
N
E
S
H
E
E
T
5
4
FOR -L- PROFILE SEE SHEET 8
PAVEMENT REMOVAL