HomeMy WebLinkAboutHE-0013_Rdy_psh_Min&Avoid_B&W100.00' TAPER
100.00' STORAGE
100.00' STORAGE
100.00' TAPER
250.00' DECELERATION
250.00' DECELERATION
12
'
12
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12
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12
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12
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12
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12
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12
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12
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12
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12
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12
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12
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12
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12
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P
S2
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P
S2
'P
S2
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P
S2
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P
S2
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P
S2
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P
S2
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P
S
2
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P
S2
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P
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P
S2
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S2
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S2
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S2
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12'12'12'
PS
2'
PS
2'
12'12'12'
PS
2'
PS
2'
P
S2
'
P
S2
'
12
'
12
'
P
S2
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12
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12
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P
S2
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P
S2
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12
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12
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P
S2
'
GUTTER
EXPRESSWAY
PROP. CONC.
PI Sta 13+54.59
D
L = 244.11'
T = 156.23'
R = 154.00'
-SR2- POT Sta. 10+00.00
-L- POT Sta. 34+55.41=
-SR2- POC Sta. 13+53.43
-SR1- POT Sta. 26+32.60=
-SR1- POT Sta. 10+00.00
-L- POT Sta. 21+52.82=
-L--L-
-SR1--SR1-
-L- POT Sta. 47+00.00
END CONSTRUCTION
END TIP PROJECT HE-0013
-L- POC Sta. 11+14.12
BEGIN CONSTRUCTION
BEGIN TIP PROJECT HE-0013
15
-DR1- POT Sta. 10+00.00
-L- POC Sta. 15+57.20=
15
2
0
2
5
3
0
3
5
4
0
4
5
PI Sta 17+62.65
D
L = 1,525.29'
T = 762.65'
R = 2,475,958.60'
-L- PC Sta. 10+00.00
-L- POT Sta. 49+69.02
-L- PT Sta. 25+25.29
-DR1- PC Sta. 14+79.17
-DR1- PT Sta. 15+66.42
-DR1- POT Sta. 19+54.70
P
I
S
t
a
12
+
12
.9
8
DL
=
3
5
4
.9
1'
T
=
17
8
.4
0
'
R
=
1,4
10
.0
0
'
L
=
3
6
7
.8
7
'
T
=
18
4
.9
9
'
R
=
1,4
10
.0
0
'
1
5
20
-
S
R
2
-
-SR2- PC Sta. 10+34.58
-SR2- PRC Sta. 13+89.49
-SR2- PT Sta. 17+57.36
-SR2- POT Sta. 23+21.80
MOP
SINK
OFFICE
RECEIVING
RR
WINDOW
TRUCKERS
1MDP
2MDP
3MDP
5MDP 4MDP
AeccDbStructure (AeccNetwork130)
AeccDbStructure (AeccNetwork130)
AeccDbStructure (AeccNetwork130)
ST
RE
A
M S
B
ST
RE
A
M S
B
S
T
R
E
A
M
S
C
STREAM SB
S
T
R
E
A
M
S
B
ST
R
E
A
M
S
B
STREAM SB
STREAM SB
S
T
R
E
A
M
S
D
STREAM SB
S
T
R
E
A
M
S
B
STREAM SB
STREAM SB
STREAM SB
2
0
15
7
2
3
7
.
5
3
2
0
3
7
5
2
3
5
.
16
2
12
2
8
2
3
5
.5
7
2
13
5
7
2
2
6
.
14
B
R
O
KE
N
18" RCP
18" RCP
24" RCP
15" RCP 15" RCP
15" RCP
18
"
R
C
P
24" RCP 24" RCP
1
8
"
R
C
P
2
4
"
R
C
P
18" RCP18" RCP18" HDPE
12" H
DPE
15" RCP
15" RCP
15" RCP 15" RCP 15" RCP
15" RCP
15" RCP
15" RCP
18" RCP
FOOT BRIDGE
7
2
"
C
H
L
72" CHL
CONC
3
6
"
C
H
L
3
6
" C
H
L
72" C
HL
2
3
4
7
2
2
3
2
.13
32
3
5
.6
7
A
Z
-
3
10
1
2
2
7
.2
0
B
L
-
10
1
10
2
2
3
4
.4
4
B
L
-
10
2
10
3
2
3
3
.
9
8
B
L
-
10
3
10
4
2
3
5
.
7
0
B
L
-
10
4
10
5
2
3
5
.4
8
B
L
-
10
5
B
M
2
2
3
3
.
3
3
B
E
NC
H
T
I
E
I
N
17
" M
A
P
L
E
B
M1
2
3
2
.
17
B
E
N
C
H
T
I
E
I
N
3
6
" P
I
NE
5
0
0
5
0
1
5
0
2
AREA UNDER CONSTRUCTION
18" RCP
INV=222
.09'
INV=221.66'
15"
R
C
P
INV=220.40'
48" CMP
INV=220.22'
INV=221.86'
INV=220.67'
4
8
"
R
C
P
INV=220.79'
18" RCP
INV=223.58'
INV=224.49'INV=224.50'
LT
BURIED
JB
LT
STEPS
2' WD WALL
LT
LT
CONC
G
GR
STEPS
STEPS
1SFD
DECK
GRGR
BST
BST
15' GR
3
9
'
B
S
T
SR 1301 (PLANT ROAD) 22' BST
S
OIL
36"
W
D
INV=227.99'INV=228.13'
LTLTLTLT
INV=231.44'
INV=231.77'
B
S
T
INV=231.72'INV=231.76'
B
S
T
INV=231.34'
INV=231.05'
INV=232.47'
INV=232.40'
S
O
IL
228.32'
INV=
INV=227.83'
SOIL SOIL
9
'
G
R
10
'
GR
NC 15/501 (ABERDEEN ROAD) 27' BST
9
'
GR
9
' GR
9
' GR
12' SO IL
CONC
GR
G
R
S
CONC
SWING
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS WOODS
WOODS
EIP EIP EIPIN
V=224.67'
IN
V=224.48'
2
4
"
R
C
P
IN
V
=
2
2
1.
14
'
HW
CONC
2'
W
D
W
A
L
L
S
IN
V
=
2
3
3
.
11'
IN
V
=
2
3
3
.
17
'
MON
CONC
NC 15/501 (ABERDEEN ROAD) 27' BST
SS
S
SSS
METER
POWER
IN
V
=222.52'
IN
V=228.06'IN
V=228.95'
15" RCP
-EL-
BM1
BM2
72" C
HL
LA
URINB
UR
G
& S
O
UT
HER
N R
AILR
O
A
D C
O
MP
A
N
Y
1 2
3 4
5
6 7 8
9
10111213
14
15
16
17
18
19
20
21
22
23
24
25
TWIN RIVERS NC LLC
NEW WILL LLC
JOEL D & REBECCA LUCAS
RYDER TRUCK
WESTWOOD ASSOCIATES
WESTWOOD ASSOCIATES JAMES SMITH JAMES SMITH
CRAIG & DIANE VAN PELT
SAMUEL E & ELEANOR SNEAD
ROBIN S OSWALDWALTER & GAIL MCRAEWALTER & GAIL MCRAE
WALTER & GAIL MCRAE
PHILIP H MCRAE
WALTER & GAIL MCRAE
WALTER & GAIL MCRAE
SCOTLAND COUNTY ECONOMIC DEVELOPMENT CORPORATION
S
C
OTL
A
N
D
C
O
U
NT
Y E
C
O
N
O
MIC
DE
VEL
OP
ME
NT
C
O
RP
O
R
ATIO
N
DANIEL A MADDEN
CHARLES D NICHOLS
CHARLES D NICHOLS
1001 CAROLINE DR LLC
JOHN & JEFF SCHWARZ LLC
DB 1689 PG 118
DB 1739 PG 118
DB 8P PG 183
WRONG DEED?
DB 3S PG 135
DB 7N PG 483
DB 1708 PG 127 DB 1708 PG 127
MB 9 PG 33
DB 1628 PG 71
DB 4K PG 67DB 1316 PG 13DB 1284 PG 294DB 562 PG 298
BM 11 PG 198
DB 1237 PG 268
DB 13J PG 333
DB 1762 PG 933
DB 1722 PG 139
DB 1615 PG 132
DB 10E PG 90
DB 1437 PG 157
DB 1758 PG 822
DB 9L PG 286
DB 9L PG 286
DB 370 PG 232
SCOTLAND COUNTY ECONOMIC DEVELOPMENT CORPORATION
18A
BM 12 PG 362
15
0
.
0
0
'
EIP
MON
CONC
80.00'
80.00'
2
0
4
7
7
2
3
4
.0
6
2
10
6
6
2
3
3
.8
1
2
2
4
3
8
2
3
3
.7
4
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N
C
O
N
C
2
2
4
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9
2
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8
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4
2
2
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4
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3
4
7
6
2
2
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U
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R
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/
P
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OR
C
O
N
D
I
T
I
O
N
2
3
5
5
8
2
3
3
.2
8
E
I
S
I
N
C
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N
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E
2
3
4
7
6
2
2
8
.
8
9
C
O
N
C
2
0
3
7
5
2
3
5
.
16
2
12
2
8
2
3
5
.5
7
2
13
5
7
2
2
6
.
14
B
R
O
KE
N
2
3
4
7
2
2
3
2
.13
EXISTING R/W
EXISTING R/W
E
XISTIN
G R
AILR
O
A
D R/
W
E
XISTIN
G R
AILR
O
A
D R/
W
E
XISTIN
G R
AILR
O
A
D R/
W
E
XISTIN
G R
AILR
O
A
D R/
W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EIP MON
CONC
EIP
L
A
URINB
UR
G CIT
Y LI
MITS
L
A
U
RIN
B
U
R
G
CIT
Y LI
MITS
L
A
U
R
I
N
B
U
R
G
C
I
T
Y
L
I
MI
T
S
N
C
G
R
ID
N
A
D
8
3
N
A
2
0
11
POSSIBLE CONNECTION
F
O
U
N
D
N
O
T
E
N
D
END NOT FOUND
30" IRON
E
N
D
N
O
T
F
O
U
N
D
BL-101
BL-102 BL-103
BL-104 BL-105
A
Z
-
3
TTT
T
T
H
H
T
T
C
H
H
T
TS
TT
T
EOI
EOI
E
O
I
E
O
I
E
O
I
E
O
I
E
O
I
PNG, 2", STEELPNG, 2", STEELPNG, 2", STEEL
AT&T, COPPER, UNK. S
PNG, 2", STEEL
AT&T, COPPER, UNK. S
AT&T, COPPER, UNK. S
PNG, 2", STEEL
AT&T, COPPER, UNK. S
AT
&T, C
OPPER, U
N
K. S
AT&T DUCT BANK
SPECTRUM, CONDUIT, UNK. S
AT&T, COPPER, UNK. S
12
", ACP
PNG, 2", STEEL
AT&T, COPPER, UNK. S
AT&T, COPPER, UNK. S
AT&T, COPPER, UNK. S
AT&T, COPPER, UNK. S
AT&T, COPPER, UNK. S
AT&T, COPPER, UNK. S
SCOTLAND COUNTY ECONOMIC DEVELOPMENT CORPORATION
60.00'
15
' S
OIL
MB N PG 223
MBM PG 223
DB 1561 PG 41
M
B
N P
G 223
M
B
M P
G 223
D
B 1561 P
G 41
D
B 1561 P
G 41
60' E
ASE
ME
NT
D
B
14
Z
P
G
2
8
2
P
IE
D
MO
NT
N
A
T
U
R
A
L
G
A
S
C
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P
A
NY
, IN
C
.
50.00'
70.00'
70.00'
MB
12
P
G
3
6
2
P
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D
M
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MB
12
P
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0
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3
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.
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2
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2
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0
1
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2
7
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2
2
3
4
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C
A
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3
2
3
4
.16
SCOTLAND COUNTY, 6", PVC
SCOTLAND COUNTY, 6", PVC
SCOTLAND COUNTY, 6", PVC
SCOTLAND COUNTY, 6", PVC
SCOTLAND COUNTY, 6", PVC
50.00'
P
E
R
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IT
Y
O
F
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A
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IN
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P
R
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V
E
M
E
N
T
S
A
L
O
N
G
U
S
15
/5
0
1
(
A
B
E
R
D
E
E
N
R
O
A
D
)
C
O
N
S
T
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0
0
13
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1
P
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Y
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A
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F
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A
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B
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L
A
N
D
I
N
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A
L
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S
15
/5
0
1
(
A
B
E
R
D
E
E
N
R
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A
D
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O
N
S
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A
D
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N
A
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8
3
N
C
G
R
I
D
100'200'100'
(ENGLISH)
50'
0'
DESIGN DATA
Max. Superelev.
Design Speed
Functional Class.
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
= 0.06
= 60 mph
= Minor Arterial
F
E
B
R
U
A
R
Y
8
,
2
0
2
3
F
E
B
R
U
A
R
Y
8
,
2
0
2
3