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SITE 2
SITE 1b
SITE 1a
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VICINITY MAP
END PROJECT
BEGIN PROJECT
END PROJECT
-L- Sta. 17+00.00
BEGIN PROJECT
-L- Sta. 11+10.32
-L- POC Sta. 13+29.88
-Y3- POT Sta. 13+68.46
TO
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ETH
A
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A
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TO MORINGSIDE DRIVEBEGIN CONSTRUCTION
-Y3- Sta. 10+71.49
BEGIN CONSTRUCTION
J. BRETT ABERNATHY, P.E., P.L.S.
WILLIAM A. BLANTON, P.E., P.L.S.
FORSYTH COUNTY
INTERSECTION OF N.C. HIGHWAY 67 (REYNOLDA ROAD)
AND WINONA STREET
GRADING, PAVING, WIDENING, AND DRAINAGE
REALIGNMENT OF ROADS
25 50 10050
5 10 2010
5 10 2010
DHV
D
T
V
=
=
=
=
=
=
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2775
10
60
0
40
%
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ADT
ADT
2015
2035
% *
WILLIAM A. BLANTON P.E., P.L.S.
WILLIAM A. BLANTON P.E., P.L.S.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
* TTST =
FUNC CLASS =
Subregional TIER
0
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
Prepared in the Office of:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
5
/
3
1
/
1
3
W-5209FDIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
See Sheet 1-A For Index of Sheets
$
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$
$
$
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NINTH DIVISION DESIGN/CONSTRUCT OFFICE
DIVISION OF HIGHWAYS
375 SILAS CREEK PARKWAY, WINSTON-SALEM, N.C. 27103
See Sheet 1-B For Conventional Symbols
-L-
ANDREWS DR 20’ BST
-Y3- HARTFORD ST 20’ BST
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COLLECTOR
LENGTH ROADWAY TIP PROJECT W-5209F = 0.118 MILE
TOTAL LENGTH TIP PROJECT W-5209F = 0.118 MILE
MARCH 21, 2014
MARCH 17, 2015
45339.1.6 HSIP-0067(5)PE
45339.2.6 HSIP-0067(5)RW/UTILS
HSIP-0067(5)CONST
5
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N
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11
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R
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V
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N
S
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
W-5209F
$
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8
/
1
7
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9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SCALE 1"=50’
0’50’100’150’50’
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 12+20 -EY3-RT
DETAIL B
Grade
Ditch
1’
GEOTEXTILE
Geotextile= EST. 30 sy
Type of Liner= EST. 15 TONS,CL I Rip-Rap
10’min.
1.0’min.
INLET EXT. BURIED
3 @ 6’x5’ RCBC
SITE 2
-
Y2-
-
Y3
-
-L-DETAIL A
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GROUND
NATURAL
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N
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W/ GEOTEXTILE
CLASS I RIP RAPkeyed=1’
EST. 100 SY GEOTEXTILE
EST. CLASS I RIP RAP = 140 TONS
EST. COIR MAT = 124 SQ.YDS.
EXCAVATION QUANTITY = 500 CU.YDS.
TO 24’
VAR. EXIST.
8
0
1
15+00
10+00.
00
SITE 1a
SITE 1b
15
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P
E
54" CMP
1SBKB
4
8
"
C
H
L
CAR
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1SFD
72" CHL
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WINONA ST 20’ BST
NICHOLAS P PATELLA
DMDB, LLC
WILDA S MANUEL
NICHOLAS P PATELLA
CYRIL E SHOUSE, JR
DMDB, LLC
PAUL A MANUEL
CURTIS CONNER
JAMES HENRY PHILLIPS
MICHAEL LAVONNE HUTTO
JOHNNIE E RENEGAR
3749 REYNOLDA, LLC
EXISTING R/W
EXISTING R/W
E
XISTIN
G
R/
W
E
XISTIN
G
R/
W
E X IST ING R /W
E X IST ING R /W
E
XISTIN
G
R/
W
60’
100’
E
XISTIN
G
R/
W
100’
E
XISTIN
G
R/
W
KINNEY HEIRS
THOMAS F
E
XIS
T
ING R
/W
E
XIS
T
ING R
/W
GREGORY, JRJAMES M
6
0
.
0
0
’
60.
00’
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
55’ BST
N
C 67 RE
Y
N
OL
D
A R
O
A
D
CB
CB
C
B
C
B
E
XISTIN
G
R/
W
B
O
X
C
UL
VERTS
(3) 6’x5’ C
O
N
CVAR B ST
A N D R EW S D R (SR 1417)
H
AR
T
F
OR
D S
T
2
0
’ B
S
T
T O Y A D K INVILLE R D
TO BETHABARA ROAD
BOX CULV.(3)6’x5’ CONC
HW (TY P.)
CO N C W W /
HW(TYP.)CONC BAG
DR
IVE
T
O MOR
INGS
IDE
(TYP)
BK HW
(TYP)
BK HW
1SMBUS
1SMBUS
1SBKBUS
1SBKBUS
1SBKBUS
1SBKBUS
1SFD
1SBKD
1SBKD1SBKD
T
O S
H
ATT
AL
O
N
DR
Y
A
D
KIN
VILLE
R
D
T
O
OL
D
48"
W
D
48"WD
DIT
C
H
C
O
N
C
CONC
CONC
HW(TYP.)
CONC WW/
CREEK
C
R
E
E
K
CREEK
10
F
T
EST. 43 CU.YDS
ELEV. 788.5’EXCAVATION TO
15" RCP-III
& CBREMOVE PIPE
CB
CB
1
5
"
R
C
P-III
DI
GRADE TO DRAIN
18" RCP-III
SEE DETAIL B
CB 18" RCP-III CB
18
"
RC
P
-
III
CB
15" RCP-III REMOVE GRADE TO DRAIN
REMOVE
18" RCP-III
15" RCP-III DI
15" RCP-III REMOVE
SEE DETAIL A
CHANNEL RELOCATION
CB
CLASS I RIP RAP
RETAIN
SEE DETAIL A
RELOCATION
W/ CHANNEL3 @ 6’x5’ RCBC
REMOVE
RETAIN
18" RCP-III
18" RCP-III
24" RCP-III CB
CB
15+00
20+00
0
2
0
2
0
1
0
0
0
1
02
01
00
02
02
0
4
04
01
00
01 02
03
02
02
02
0
3
0
2
0
2
0
2
0
2
0
2
0
2
0
2
0
0
0
1
0
2 0
3
0
1
0
2
0
2
0
2
0
2
0
2
0
4
0
2
+20.00
+18.00
11’
+84.00
11’
+65.57
+
40.
0
EXI
S
T.
20’
22’
E
X
IS
T
.
12’
12’
12’
2
2’
36’
18’
E
XIST.
E
XIST.20.0
+80.00
22.00
+50.00
+
0
0
.
0
12
.
2
5
10
.0
0
+
9
5
.0
CR
C
R
C
R
CR
1
4
2
3
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F F F
F
FF
F
C
C
C
C
C
C
C
CFF
N
C
G
R
ID
N
A
D
8
3
N
A
2
0
11
SHEET __ OF __
PERMIT DRAWING
S
:
\
M
a
i
n
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e
n
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e
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e
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\
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t
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-
3
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-
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0
9
F
\
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Y
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S
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IT
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9
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_
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y
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r
m
_
w
e
t
.
d
g
n
a
m
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e
e
t
e
r
1
0
/1
4
/2
0
1
4
R
E
V
IS
I
O
N
S
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
W-5209F
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SCALE 1"=50’
0’50’100’150’50’
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 12+20 -EY3-RT
DETAIL B
Grade
Ditch
1’
GEOTEXTILE
Geotextile= EST. 30 sy
Type of Liner= EST. 15 TONS,CL I Rip-Rap
10’min.
1.0’min.
INLET EXT. BURIED
3 @ 6’x5’ RCBC
SITE 2
-
Y2-
-
Y3
-
-L-DETAIL A
(NOT TO SCALE)
GROUND
NATURAL
G
RO
U
N
D
N
ATU
RAL
2
:1 TO
N
A
T
U
R
A
L
G
R
O
U
N
D
2:
1
T
O
2:
1 2
:1
6’
COIR MAT
1.5’
d
d max = 4’
STA. 11+50 -L- LT
STA. 12+13 -EL-
W/ GEOTEXTILE
CLASS I RIP RAPkeyed=1’
EST. 100 SY GEOTEXTILE
EST. CLASS I RIP RAP = 140 TONS
EST. COIR MAT = 124 SQ.YDS.
EXCAVATION QUANTITY = 500 CU.YDS.
TO 24’
VAR. EXIST.
8
0
1
15+00
10+00.
00
SITE 1a
SITE 1b
15
"HD
P
E
54" CMP
1SBKB
4
8
"
C
H
L
CAR
CONC.
1SFD
72" CHL
CONC.
WINONA ST 20’ BST
NICHOLAS P PATELLA
DMDB, LLC
WILDA S MANUEL
NICHOLAS P PATELLA
CYRIL E SHOUSE, JR
DMDB, LLC
PAUL A MANUEL
CURTIS CONNER
JAMES HENRY PHILLIPS
MICHAEL LAVONNE HUTTO
JOHNNIE E RENEGAR
3749 REYNOLDA, LLC
EXISTING R/W
EXISTING R/W
E
XISTIN
G
R/
W
E
XISTIN
G
R/
W
E X IST ING R /W
E X IST ING R /W
E
XISTIN
G
R/
W
60’
100’
E
XISTIN
G
R/
W
100’
E
XISTIN
G
R/
W
KINNEY HEIRS
THOMAS F
E
XIS
T
ING R
/W
E
XIS
T
ING R
/W
GREGORY, JRJAMES M
6
0
.
0
0
’
60.
00’
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
55’ BST
N
C 67 RE
Y
N
OL
D
A R
O
A
D
CB
CB
C
B
C
B
E
XISTIN
G
R/
W
B
O
X
C
UL
VERTS
(3) 6’x5’ C
O
N
CVAR B ST
A N D R EW S D R (SR 1417)
H
AR
T
F
OR
D S
T
2
0
’ B
S
T
T O Y A D K INVILLE R D
TO BETHABARA ROAD
BOX CULV.(3)6’x5’ CONC
HW (TY P.)
CO N C W W /
HW(TYP.)CONC BAG
DR
IVE
T
O MOR
INGS
IDE
(TYP)
BK HW
(TYP)
BK HW
1SMBUS
1SMBUS
1SBKBUS
1SBKBUS
1SBKBUS
1SBKBUS
1SFD
1SBKD
1SBKD1SBKD
T
O S
H
ATT
AL
O
N
DR
Y
A
D
KIN
VILLE
R
D
T
O
OL
D
48"
W
D
48"WD
DIT
C
H
C
O
N
C
CONC
CONC
HW(TYP.)
CONC WW/
CREEK
C
R
E
E
K
CREEK
10
F
T
EST. 43 CU.YDS
ELEV. 788.5’EXCAVATION TO
15" RCP-III
& CBREMOVE PIPE
CB
CB
1
5
"
R
C
P-III
DI
GRADE TO DRAIN
18" RCP-III
SEE DETAIL B
CB 18" RCP-III CB
18
"
RC
P
-
III
CB
15" RCP-III REMOVE GRADE TO DRAIN
REMOVE
18" RCP-III
15" RCP-III DI
15" RCP-III REMOVE
SEE DETAIL A
CHANNEL RELOCATION
CB
CLASS I RIP RAP
RETAIN
SEE DETAIL A
RELOCATION
W/ CHANNEL3 @ 6’x5’ RCBC
REMOVE
RETAIN
18" RCP-III
18" RCP-III
24" RCP-III CB
CB
7
8
8
7
8
8
7
8
8
7
8
8
788
788
788
7
8
8
7
8
9
7
8
9
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8
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4
8
0
5
8
0
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8
0
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0
5
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0
6
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8
10
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1
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1
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8
2
7
15+00
20+00
0
2
0
2
0
1
0
0
0
1
02
01
00
02
02
0
4
04
01
00
01 02
03
02
02
02
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3
0
2
0
2
0
2
0
2
0
2
0
2
0
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0
1
0
2
0
2
0
2
0
2
0
2
0
4
0
2
+20.00
+18.00
11’
+84.00
11’
+65.57
+
40.
0
EXI
S
T.
20’
22’
E
X
IS
T
.
12’
12’
12’
2
2’
36’
18’
E
XIST.
E
XIST.20.0
+80.00
22.00
+50.00
+
0
0
.
0
12
.
2
5
10
.0
0
+
9
5
.0
CR
C
R
C
R
CR
1
4
2
3
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F F F
F
FF
F
C
C
C
C
C
C
C
CFF
SCALE 1"=25’
0’25’50’75’25’
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET __ OF __
PERMIT DRAWING
R
E
V
IS
I
O
N
S
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
W-5209F
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
S
:
\
M
a
i
n
t
e
n
a
n
c
e
\
C
e
n
t
r
a
l
\
F
o
r
s
y
t
h
-
3
3
\
W
-
5
2
0
9
F
\
H
Y
D
R
A
U
LI
C
S
\
P
E
R
M
I
T
S
\
E
n
v
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o
n
m
e
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a
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\
W
5
2
0
9
F
_
H
y
d
_
p
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m
_
w
e
t
_
B
LO
W
U
P
.
d
g
n
a
m
k
e
e
t
e
r
1
0
/1
4
/2
0
1
4
SITE 2
SITE 1b
SITE 1a
15+00
W
IN
V
=
7
9
1.2
4
’
IN
V
=
7
9
1.0
8
’
15
"HDPE
54" CMP
1SBKB
CONC.
1SFD
WINONA ST 20’ BST
NICHOLAS P PATELLA
DMDB, LLC
NICHOLAS P PATELLA
MICHAEL LAVONNE HUTTO
EIP
EIP
EIP
EIP
-E Y 1-
-E
Y2-
-EL-
-EL-
EXISTING R/W
EXISTING R/W
E
XISTIN
G
R/
W
E
XISTIN
G
R/
W
E X IST ING R /W
E X IST ING R /W
E
XISTIN
G
R/
W
EIP
MONR/W
MONR/W
EIP
60’
100’
E
XISTIN
G
R/
W
100’
MONR/W
E
XISTIN
G
R/
W
MONR/W
KINNEY HEIRS
THOMAS F
EXISTING R/W
EXISTING R/W
55’ BST
N
C 67 RE
Y
N
OL
D
A R
O
A
D
C
B
C
B
C
B
C
B
B
O
X
C
UL
VE
RTS
(3) 6’x5’ C
O
N
CVAR B ST
A N D R EW S D R (SR 1417)
EIP
T O Y A D K INVILLE R D
(BROKEN)MON
R/W
BOX CULV.(3)6’x5’ CONC
EIP
NAILMAG
MONR/W
EIP
1SBKBUS
1SBKBUS
1SBKBUS
1SBKBUS
T
O S
H
ATT
AL
O
N
D
R
Y
A
D
KIN
VILLE
R
D
T
O
OL
D
DIT
C
H
C
O
N
C
CONC
CONC
CREEK
C
R
E
E
K
CREEK
O
O
EST. 43 CU.YDS
ELEV. 788.5’EXCAVATION TO
15" RCP-III
& CBREMOVE PIPE
CB
CB
1
5
"
R
C
P-III
DI
GRADE TO DRAIN
18" RCP-III
SEE DETAIL B
CB 18" RCP-III
SEE DETAIL A
CHANNEL RELOCATION
CLASS I RIP RAP
RETAIN
SEE DETAIL A
RELOCATION
W/ CHANNEL3 @ 6’x5’ RCBC
REMOVE
RETAIN
18" RCP-III
18" RCP-III
24" RCP-III CB
CB
INLET EXT. BURIED
3 @ 6’x5’ RCBC
-
Y2-
-
Y3
-
-L-
15+00
1
3
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
CFF
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
SHEET __ OF __
PERMIT DRAWING
W-5209F
S
:
\
M
a
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t
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a
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\
C
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F
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s
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t
h
-
3
3
\
W
-
5
2
0
9
F
\
H
Y
D
R
A
U
LI
C
S
\
P
E
R
M
I
T
S
\
E
n
v
i
r
o
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m
e
n
t
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\
W
5
2
0
9
F
_
H
y
d
_
p
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m
_
w
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_
p
f
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.
d
g
n
a
m
k
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t
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9
/1
6
/2
0
1
4
780
790
800
USGS QUAD - RURAL HALL
3 @ 6’x5’ RCBC, 112’7" ALONG CENTERLINE CULVERT
NG LT
NG RT
786.8’
EX. INV.
0.6%
2.0%
L
BED
REMOVE EX. 3 @ 6’x5’ RCBC
WINONA STREET
Q10=794.9’
Q100=797.65’Q100=797.78’
INV. 787.8’
24" DIP
LOW FLOW TB
SKEW= 132 59’
GRADE PT. 795.1’
3 @ 6’x5’ RCBC ON INLET END
RETAIN AND EXTEND
C STA. 11+26-L-
NWS EL=790.0
*EXISTING TOP SLAB Thickness = 0.67’
3 @ 6’ x 5’ RCBC
EXISTING
Q10=794.9’
050 50100 100
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
1a 11+74 to 12+39-Y2-LT Bank Stabliziation <0.01 <0.01 10 12
1b 13+02 to 13+79-Y2-LT_UP Bank Stabliziation <0.01 <0.01 31 5
1b 13+50 -Y2- LT 3 @ 6'x5' RCBC 0.01 35
1b 14+00-Y2-RT_DN Bank Stabliziation <0.01 36
2 12+20-Y3-LT Bank Stabliziation <0.01 13
TOTALS:0.02 0.01 125.00 17.00 0.00
58'of existing box culvert to be removed under Winona St.and relocation of stream channel, respectively.
31' on channel relocation upstream of box culvert extension under NC 67.
ATN Revised 3/31/05 SHEET
WBS - 45339.1.1 (W-5209F)
WETLAND PERMIT IMPACT SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
10/14/2014
FORSYTH COUNTY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS