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N
A
RIGHT OF WAY DATE:
LETTING DATE:
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
PROJECT ENGINEER
GRAPHIC SCALES PROJECT LENGTH
PLANS PREPARED FOR THE NCDOT BY:
STV/RALPH WHITEHEAD ASSOCIATES, INC.
1000 West Morehead St., Ste. 200, Charlotte NC, 28208
NC License Number F-0991
DHV
D
T
V
=
=
=
=
=MPH
ADT
N/A
N/A
=ADT 2025 N/A
ENGINEER
HYDRAULICS
ENGINEER
DESIGN
ROADWAY
1302009
40
8%MARCH 7, 2012
MARCH 7, 2012
KIT A. PERSIANI, PE
2012 STANDARD SPECIFICATIONS
JOSEPH B. BOULOS, EI
P.E.
PROJECT DESIGNERC
O
N
T
R
A
C
T
:

C
2
0
2
9
2
3
P
R
O
J
E
C
T
:

1
7
B
P
.
7
.
R
.
6
0 DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
GRADING, PAVING, DRAINAGE, & STRUCTURE
ROCKINGHAM COUNTY
ON SR 2692 (KERNODLE ROAD)
BRIDGE #780092 OVER HAW RIVER TRIBUTARY 16LOCATION:
TYPE OF WORK:
17BP.7.R.60
17BP.7.R.60
17BP.7.R.60
CONSTRUCTION
R / W & UTILITIES
P.E.
-L-
SR 2692 (KERNODLE RD)-L- STA. 10+83.00
BEGIN PROJECT 17BP.7.R.60
-L- STA. 14+64.00
END PROJECT 17BP.7.R.60
-L- STA. 12+33.30
BEGIN BRIDGE
-L- STA. 13+13.30
END BRIDGE
HIGH ROCK RD
TO SR 2614
PARKDALE RD
TO SR 2817
H
A
W

RIVER
TRIBU
TA
RY
16
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
0
PROFILE (HORIZONTAL)
PLANS
PROFILE (VERTICAL)
1020 20
2001020
4 2 0 4 8
40
40 TOTAL LENGTH OF PROJECT 17BP.7.R.60 = 0.072 MILES
LENGTH OF STRUCTURE PROJECT 17BP.7.R.60 = 0.015 MILES
LENGTH OF ROADWAY PROJECT 17BP.7.R.60 = 0.057 MILES
NCDOT CONTACT:
Transportation Program Management Unit
VIRGINIA MABRY
N
A
D
83
N
SR
S
2007
17BP.7.R.60
VICINITY MAP
N.T.S.OFF-SITE DETOUR

NC License Number F-0991
SMITH-ROWE, LLC
LOCAL
FUNC. CLASSIFICATION:
SUBREGIONAL TIER DESIGN
SUBMITTED: 5-9-14
SUBMITTAL #S-197
PERMIT DRAWINGS
BEGIN PROJECT
END PROJECT
SR 2817PARKDALE RDKERNODLE RD SR 2692
SR 2618
ZEB RD
S
R 2617
C
O
U
NT
Y LINE R
D
SR
2619
GILLIAM RD
S
R

2
6
1
4
H
I
G
H

R
O
C
K

R
D
CROSS CREEK
T
R
A
I
L
SR
2
6
1
5
SR 2616
S
R

2
6
1
7
C
O
U
N
T
Y

L
I
N
E

R
D
87
87
87
TRIBUTARY 16
HAW RIVER
SHEET 2 OF 4
PERMIT DRAWING
4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
$
F
I
L
E
$
$
D
A
T
E
$
Scale : 20
10+00 10+50 11+00
NC License Number F-0991
SMITH-ROWE, LLC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
BRIDGE #780092
17BP.7.R.60
630
635
640
645
650
655
630
635
640
645
650
655
625625
STA 12+22.29
BEGIN APPROACH SLAB
STA 13+13.30
END BRIDGE
STA 13+24.30
END APPROACH SLAB
-L-
3’-1"
3’-11"
10
’
10
’
1
0
’
1
0
’
BRIDGE SKETCH
KERNODLE ROAD
SR 2692
TYPE III
TYPE III TYPE III
TYPE III
10
’
10
’
DETAIL SHOWING BRIDGE RELATIONSHIP FOR -L- OVER HERBINS CREEK
STA 12+33.30
BEGIN BRIDGE
N 21 48’ 59.3" W
N
AD
83/
N
SR
S
200
7
11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50

CONSTRUCTION MUST OCCUR DURING THE SUMMER MONTHS.
TO COMMENCING ROADWAY CONSTRUCTION. OTHERWISE,
BUS TURN AROUND TO BE CONSTRUCTED PRIORNOTE:
T
R
IB
U
T
A
R
Y
16
H
A
W
R
IV
E
R
H
A
W
R
IVE
R

T
R
IB
UT
AR
Y
16
2
6
0
.
0
0
’
EXISTING R/W
EXISTING R/W
6
0.0
0
’
EXISTING R/W
EXISTING R/W
HISTORICAL SOCIETY
ROCKINGHAM COUNTY
WILLIAM D. BULLARD Jr.
WANDA BULLARD and
DB 867 PG 712
PB 20 PG 30
DB 1040 PG 1034
KAREN D. RAMEY
TANYA CHILTON
JASON CHILTON, and wife,
DB 1381 PG 1095
PB 50 PG 3
RAY E. SOYARS
DB 911 PG 1522
-L-
15
+
0
0
KERNODLE ROAD
SR 2692
TYPE III
TYPE III
TYPE III
TYPE III
P
O
T
Sta.
1
0
+
0
0.0
0
P
C
Sta.
1
1
+
1
1.6
2
P
T

S
t
a
.

12
+
3
3
.2
8
P
O
T

S
t
a
.

15
+
4
3
.13
GRAU-350 TL-2
GRAU-350 TL-2
GRAU-350 TL-2
TL-2
GRAU-350
1
2
+
0
0
11
+
0
0
14
+
0
0
13
+
0
0
*
EL = 639.19’
54.53’ LT
-L- STA 12+27.22
BMI
EL = 639.39’
16.84’ LT
-L- STA 12+19.90
BL-3
(-)
8.
3634
%
E
XI
ST
TO BE REMOVED
EXIST BRIDGE
EL = 650.76’
-L- STA 10+83.00 EL = 648.64’
-L- STA 14+64.00
EXISTING GRADE
BEGIN PROJECT 17BP.7.R.60
END PROJECT 17BP.7.R.60
PROPOSED GRADE
-L- STA 13+13.30
END BRIDGE
-L- STA 12+33.30
BEGIN BRIDGE
1.
5
:
1
1.5
:1
(+)9.2982%EXIST
LOW POINT
PI = 11+85.00
EL = 642.66’
(-)
7.
9412
%
VC = 90’
K = 12
PI = 13+64.00
EL = 641.35’
(-)0.7318%(+)6.5714%
VC = 80’
K = 11
PI = 14+34.00
EL = 645.95’
(+)6.5714%
(+)8.9667%
VC = 60’
K = 25
1.5:1 (TYP.)
CLASS II RIP RAP
1.5:1 (TYP.)
CLASS II RIP RAP
ELEV = 641.61’
STA 13+32.02
*
DS = 15 MPH
****DS = 20 MPH
DS = 15 MPH
AND STOPPING SIGHT DISTANCES
DESIGN EXCEPTION FOR VERTICAL CURVE K-VALUES *
SUB-REGIONAL TIER DESIGN GUIDELINES.
LESS THAN OVERALL DESIGN SPEED PER
AT -L- STATION 14+34.00 IS UP TO 20 MPH
DESIGN SPEED SHOWN FOR VERTICAL CURVE
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 1400
= 25
= 634.2
= 2000
= 100
= 635.99
= 2700+
= 500+
= 642.1
= 9-14-12
= 625.4
(-)
9.
40
%
E
L
=
6
4
3
.2
S
T
A
.
11
+
5
0

-
L
-

R
T (-
)
9.
0
0
%
E
L
=
6
3
8
.3
S
T
A
.
12
+
15

-
L
-

L
T
(-)0.67%
E
L
=
6
3
8
.4
S
T
A
.
12
+
0
0

-
L
-

L
T
E
L
=
6
4
2
.9
S
T
A
.
11
+
5
0

-
L
-

L
T
E
L
=
6
3
8
.5
S
T
A
.
12
+
0
0

-
L
-

R
T
NWSE=625.4
SEE DETAIL #2
CL ’B’ RIP RAP
TOE PROTECTION
SEE DETAIL #1
W/ CL I RIP RAP
LAT ’V’ DITCH
SEE DETAIL #1
W/ CL I RIP RAP
LAT ’V’ DITCH
EXTG DITCH
TIE TO
2 ELBOWS
15" W/
EXISTING DITCH
TIE TO
15"15"
TEMPORARY
15"
TEMPORARY
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
CC
F
C
C
F
F
SHEET 3 OF 4
PERMIT DRAWING
6
2
5
6
2
5
6
2
5
625
6
2
6 626
62
6
6
2
7
6
2
7
6
2
7
6
2
8
62
8
6
2
9
6296
3
0
6
3
0
6
3
0
630
6
3
1
6
3
1
63
2
6
3
2
6
3
3
6
3
3
633
6
3
4
6
3
4
63
4
635
6
3
5
6
3
5
6
3
5
6
3
5
6
3
5
6
3
6
6
3
6
6
3
6
637
637
63
7
637638
638
63
8
6
3
8
639
6
3
9
639
6
3
9
6
4
0
640
640
6
4
0
64
0
640
6
41
641
642
6
4
2
642
643
6
4
3
644
6
4
4
6
4
5
645
6
4
5
645
646
6
4
6
647
647
648
648
6
4
9
649
6
5
0
650
6
5
0
650
6
5
0
650
65
1
651
651
652
652
653
653
6
5
4
6
5
4
6
5
5
655
6
5
5
6
5
5
6
5
6656
6
5
6
65
7
6
57
657
6
5
7
6
5
7
658
658
6
5
8
6
5
9
4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
$
F
I
L
E
$
$
D
A
T
E
$
Scale : 20
10+00 10+50 11+00
NC License Number F-0991
SMITH-ROWE, LLC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
BRIDGE #780092
17BP.7.R.60
630
635
640
645
650
655
630
635
640
645
650
655
625625
STA 12+22.29
BEGIN APPROACH SLAB
STA 13+13.30
END BRIDGE
STA 13+24.30
END APPROACH SLAB
-L-
3’-1"
3’-11"
10
’
10
’
1
0
’
1
0
’
BRIDGE SKETCH
KERNODLE ROAD
SR 2692
TYPE III
TYPE III TYPE III
TYPE III
10
’
10
’
DETAIL SHOWING BRIDGE RELATIONSHIP FOR -L- OVER HERBINS CREEK
STA 12+33.30
BEGIN BRIDGE
N 21 48’ 59.3" W
NA
D

83/
N
SR
S
2007
11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50

CONSTRUCTION MUST OCCUR DURING THE SUMMER MONTHS.
TO COMMENCING ROADWAY CONSTRUCTION. OTHERWISE,
BUS TURN AROUND TO BE CONSTRUCTED PRIORNOTE:
T
R
IB
U
T
A
R
Y
16
H
A
W
R
IV
E
R
H
A
W
R
IVE
R

T
R
IB
UT
AR
Y
16
3
1
6
0
.
0
0
’
EXISTING R/W
EXISTING R/W
6
0.0
0
’
EXISTING R/W
EXISTING R/W
HISTORICAL SOCIETY
ROCKINGHAM COUNTY
WILLIAM D. BULLARD Jr.
WANDA BULLARD and
DB 867 PG 712
PB 20 PG 30
DB 1040 PG 1034
KAREN D. RAMEY
TANYA CHILTON
JASON CHILTON, and wife,
DB 1381 PG 1095
PB 50 PG 3
RAY E. SOYARS
DB 911 PG 1522
-L-
15
+
0
0
KERNODLE ROAD
SR 2692
TYPE III
TYPE III
TYPE III
TYPE III
P
O
T
Sta.
10
+
0
0.0
0
P
C
Sta.
1
1
+
11.6
2
P
T

S
t
a
.

12
+
3
3
.2
8
P
O
T

S
t
a
.

15
+
4
3
.13
GRAU-350 TL-2
GRAU-350 TL-2
GRAU-350 TL-2
TL-2
GRAU-350
1
2
+
0
0
1
1
+
0
0
14
+
0
0
13
+
0
0
*
EL = 639.19’
54.53’ LT
-L- STA 12+27.22
BMI
EL = 639.39’
16.84’ LT
-L- STA 12+19.90
BL-3
(-)
8.
3634
%
E
XI
ST
TO BE REMOVED
EXIST BRIDGE
EL = 650.76’
-L- STA 10+83.00 EL = 648.64’
-L- STA 14+64.00
EXISTING GRADE
BEGIN PROJECT 17BP.7.R.60
END PROJECT 17BP.7.R.60
PROPOSED GRADE
-L- STA 13+13.30
END BRIDGE
-L- STA 12+33.30
BEGIN BRIDGE
1.
5
:
1
1.5
:1
(+)9.2982%EXIST
LOW POINT
PI = 11+85.00
EL = 642.66’
(-)
7.
9412
%
VC = 90’
K = 12
PI = 13+64.00
EL = 641.35’
(-)0.7318%(+)6.5714%
VC = 80’
K = 11
PI = 14+34.00
EL = 645.95’
(+)6.5714%
(+)8.9667%
VC = 60’
K = 25
1.5:1 (TYP.)
CLASS II RIP RAP
1.5:1 (TYP.)
CLASS II RIP RAP
ELEV = 641.61’
STA 13+32.02
*
DS = 15 MPH
****DS = 20 MPH
DS = 15 MPH
AND STOPPING SIGHT DISTANCES
DESIGN EXCEPTION FOR VERTICAL CURVE K-VALUES *
SUB-REGIONAL TIER DESIGN GUIDELINES.
LESS THAN OVERALL DESIGN SPEED PER
AT -L- STATION 14+34.00 IS UP TO 20 MPH
DESIGN SPEED SHOWN FOR VERTICAL CURVE
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 1400
= 25
= 634.2
= 2000
= 100
= 635.99
= 2700+
= 500+
= 642.1
= 9-14-12
= 625.4
(-)
9.
40
%
E
L
=
6
4
3
.2
S
T
A
.
11
+
5
0

-
L
-

R
T (-)
9.
0
0
%
E
L
=
6
3
8
.3
S
T
A
.
12
+
15

-
L
-

L
T
(-)0.67%
E
L
=
6
3
8
.4
S
T
A
.
12
+
0
0

-
L
-

L
T
E
L
=
6
4
2
.9
S
T
A
.
11
+
5
0

-
L
-

L
T
E
L
=
6
3
8
.5
S
T
A
.
12
+
0
0

-
L
-

R
T
NWSE=625.4
SEE DETAIL #2
CL ’B’ RIP RAP
TOE PROTECTION
SEE DETAIL #1
W/ CL I RIP RAP
LAT ’V’ DITCH
SEE DETAIL #1
W/ CL I RIP RAP
LAT ’V’ DITCH
EXTG DITCH
TIE TO
2 ELBOWS
15" W/
EXISTING DITCH
TIE TO
15"15"
TEMPORARY
15"
TEMPORARY
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ROCKINGHAM COUNTY BRIDGE 92 ON SR 2692 OVER HAW RIVER TRIB 16

NC

D
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P
A
R
T
M
E
N
T

O
F

T
R
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N
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I
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N
DIVISION OF HIGHWAYS 5-6-14
BUFFER IMPACTS PERMIT
SHEET 1 OF 5
BUFFER DRAWING

STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
10
9
/
0
8
/
9
9

5
/
6
/
2
0
14
L
:
\
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2
3
0
PROFILE (HORIZONTAL)
RIGHT OF WAY DATE:
LETTING DATE:
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
PROJECT ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
1020 20
2001020
4 2 0 4 8
PLANS PREPARED FOR THE NCDOT BY:
STV/RALPH WHITEHEAD ASSOCIATES, INC.
1000 West Morehead St., Ste. 200, Charlotte NC, 28208
NC License Number F-099140
DHV
D
T
V
=
=
=
=
=MPH
ADT
N/A
N/A
=ADT 2025
40
N/A
SUBREGIONAL TIER DESIGN
LOCAL
FUNC. CLASSIFICATION:
ENGINEER
HYDRAULICS
ENGINEER
DESIGN
ROADWAY
1302009
40
8%
TOTAL LENGTH OF PROJECT 17BP.7.R.60 = 0.072 MILES
LENGTH OF STRUCTURE PROJECT 17BP.7.R.60 = 0.015 MILES
LENGTH OF ROADWAY PROJECT 17BP.7.R.60 = 0.057 MILES
MARCH 7, 2012
MARCH 7, 2012
KIT A. PERSIANI, PE
2012 STANDARD SPECIFICATIONS
JOSEPH B. BOULOS, EI
P.E.
PROJECT DESIGNER
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
LOCATION:
TYPE OF WORK:GRADING, PAVING, DRAINAGE, & STRUCTURE
ROCKINGHAM COUNTY
ON SR 2692 (KERNODLE ROAD)
BRIDGE #780092 OVER HAW RIVER TRIBUTARY 16
17BP.7.R.60
17BP.7.R.60
17BP.7.R.60
17BP.7.R.60
P.E.
R / W & UTILITIES
CONSTRUCTION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
NC License Number F-0991
SMITH-ROWE, LLC
-L- STA. 10+83.00
BEGIN PROJECT 17BP.7.R.60 -L-
SR 2692 (KERNODLE RD)
-L- STA. 12+33.30
BEGIN BRIDGE
-L- STA. 13+13.30
END BRIDGE
H
A
W

RIVER
TRIBU
TA
RY
16
HIGH ROCK RD
TO SR 2614
-L- STA. 14+64.00
END PROJECT 17BP.7.R.60
PARKDALE RD
TO SR 2817
PROJECT LENGTH
NCDOT CONTACT:
Transportation Program Management Unit
VIRGINIA MABRY
N
A
D
83
N
SR
S
2007
VICINITY MAP
N.T.S.OFF-SITE DETOUR

PERMIT DRAWINGS
SUBMITTED: 5-9-14
SUBMITTAL #S-197
BEGIN PROJECT
END PROJECT
SR 2817PARKDALE RDKERNODLE RD SR 2692
SR 2618
ZEB RD
S
R 2617
C
O
U
NT
Y LINE R
D
SR
2619
GILLIAM RD
S
R

2
6
1
4
H
I
G
H

R
O
C
K

R
D
CROSS CREEK
T
R
A
I
L
SR
2
6
1
5
SR 2616
S
R

2
6
1
7
C
O
U
N
T
Y

L
I
N
E

R
D
87
87
87
TRIBUTARY 16
HAW RIVER
SHEET 2 OF 5
BUFFER DRAWING
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
$
F
I
L
E
$
$
D
A
T
E
$
Scale : 20
10+00 10+50 11+00
NC License Number F-0991
SMITH-ROWE, LLC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
BRIDGE #780092
17BP.7.R.60
630
635
640
645
650
655
630
635
640
645
650
655
625625
STA 12+22.29
BEGIN APPROACH SLAB
STA 13+13.30
END BRIDGE
STA 13+24.30
END APPROACH SLAB
-L-
3’-1"
3’-11"
10
’
10
’
1
0
’
1
0
’
BRIDGE SKETCH
KERNODLE ROAD
SR 2692
10
’
10
’
DETAIL SHOWING BRIDGE RELATIONSHIP FOR -L- OVER HERBINS CREEK
STA 12+33.30
BEGIN BRIDGE
N 21 48’ 59.3" W
N
AD
83/
N
SR
S
200
7
11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50

CONSTRUCTION MUST OCCUR DURING THE SUMMER MONTHS.
TO COMMENCING ROADWAY CONSTRUCTION. OTHERWISE,
BUS TURN AROUND TO BE CONSTRUCTED PRIORNOTE:
T
R
IB
U
T
A
R
Y
16
H
A
W
R
IV
E
R
H
A
W
R
IVE
R

T
R
IB
UT
AR
Y
16
3
1
6
0
.
0
0
’
EXISTING R/W
EXISTING R/W
6
0.0
0
’
EXISTING R/W
EXISTING R/W
HISTORICAL SOCIETY
ROCKINGHAM COUNTY
WILLIAM D. BULLARD Jr.
WANDA BULLARD and
DB 867 PG 712
PB 20 PG 30
DB 1040 PG 1034
KAREN D. RAMEY
TANYA CHILTON
JASON CHILTON, and wife,
DB 1381 PG 1095
PB 50 PG 3
RAY E. SOYARS
DB 911 PG 1522
-L-
15
+
0
0
KERNODLE ROAD
SR 2692
TYPE III
TYPE III
TYPE III
TYPE III
P
O
T
Sta.
1
0
+
0
0.0
0
P
C
Sta.
1
1
+
1
1.6
2
P
T

S
t
a
.

12
+
3
3
.2
8
P
O
T

S
t
a
.

15
+
4
3
.13
GRAU-350 TL-2
GRAU-350 TL-2
GRAU-350 TL-2
TL-2
GRAU-350
1
2
+
0
0
11
+
0
0
14
+
0
0
13
+
0
0
*
EL = 639.19’
54.53’ LT
-L- STA 12+27.22
BMI
EL = 639.39’
16.84’ LT
-L- STA 12+19.90
BL-3
(-)
8.
3634
%
E
XI
ST
TO BE REMOVED
EXIST BRIDGE
EL = 650.76’
-L- STA 10+83.00 EL = 648.64’
-L- STA 14+64.00
EXISTING GRADE
BEGIN PROJECT 17BP.7.R.60
END PROJECT 17BP.7.R.60
PROPOSED GRADE
-L- STA 13+13.30
END BRIDGE
-L- STA 12+33.30
BEGIN BRIDGE
1.
5
:
1
1.5
:1
(+)9.2982%EXIST
LOW POINT
PI = 11+85.00
EL = 642.66’
(-)
7.
9412
%
VC = 90’
K = 12
PI = 13+64.00
EL = 641.35’
(-)0.7318%(+)6.5714%
VC = 80’
K = 11
PI = 14+34.00
EL = 645.95’
(+)6.5714%
(+)8.9667%
VC = 60’
K = 25
1.5:1 (TYP.)
CLASS II RIP RAP
1.5:1 (TYP.)
CLASS II RIP RAP
ELEV = 641.61’
STA 13+32.02
*
DS = 15 MPH
****DS = 20 MPH
DS = 15 MPH
AND STOPPING SIGHT DISTANCES
DESIGN EXCEPTION FOR VERTICAL CURVE K-VALUES *
SUB-REGIONAL TIER DESIGN GUIDELINES.
LESS THAN OVERALL DESIGN SPEED PER
AT -L- STATION 14+34.00 IS UP TO 20 MPH
DESIGN SPEED SHOWN FOR VERTICAL CURVE
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 1400
= 25
= 634.2
= 2000
= 100
= 635.99
= 2700+
= 500+
= 642.1
= 9-14-12
= 625.4
(-)
9.
40
%
E
L
=
6
4
3
.2
S
T
A
.
11
+
5
0

-
L
-

R
T (-
)
9.
0
0
%
E
L
=
6
3
8
.3
S
T
A
.
12
+
15

-
L
-

L
T
(-)0.67%
E
L
=
6
3
8
.4
S
T
A
.
12
+
0
0

-
L
-

L
T
E
L
=
6
4
2
.9
S
T
A
.
11
+
5
0

-
L
-

L
T
E
L
=
6
3
8
.5
S
T
A
.
12
+
0
0

-
L
-

R
T
NWSE=625.4
SEE DETAIL #2
CL ’B’ RIP RAP
TOE PROTECTION
SEE DETAIL #1
W/ CL I RIP RAP
LAT ’V’ DITCH
SEE DETAIL #1
W/ CL I RIP RAP
LAT ’V’ DITCH
EXTG DITCH
TIE TO
2 ELBOWS
15" W/
EXISTING DITCH
TIE TO
15"15"
TEMPORARY
15"
TEMPORARY
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
CC
F
C
C
F
F
SHEET 3 OF 5
BUFFER DRAWING
6
2
5
6
2
5
6
2
5
625
6
2
6 626
62
6
6
2
7
6
2
7
6
2
7
6
2
8
62
8
6
2
9
6296
3
0
6
3
0
6
3
0
630
6
3
1
6
3
1
63
2
6
3
2
6
3
3
6
3
3
633
6
3
4
6
3
4
63
4
635
6
3
5
6
3
5
6
3
5
6
3
5
6
3
5
6
3
6
6
3
6
6
3
6
637
637
63
7
637638
638
63
8
6
3
8
639
6
3
9
639
6
3
9
6
4
0
640
640
6
4
0
64
0
640
6
41
641
642
6
4
2
642
643
6
4
3
644
6
4
4
6
4
5
645
6
4
5
645
646
6
4
6
647
647
648
648
6
4
9
649
6
5
0
650
6
5
0
650
6
5
0
650
65
1
651
651
652
652
653
653
6
5
4
6
5
4
6
5
5
655
6
5
5
6
5
5
6
5
6656
6
5
6
65
7
6
57
657
6
5
7
6
5
7
658
658
6
5
8
6
5
9
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
$
F
I
L
E
$
$
D
A
T
E
$
Scale : 20
10+00 10+50 11+00
NC License Number F-0991
SMITH-ROWE, LLC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
BRIDGE #780092
17BP.7.R.60
630
635
640
645
650
655
630
635
640
645
650
655
625625
STA 12+22.29
BEGIN APPROACH SLAB
STA 13+13.30
END BRIDGE
STA 13+24.30
END APPROACH SLAB
-L-
3’-1"
3’-11"
10
’
10
’
1
0
’
1
0
’
BRIDGE SKETCH
KERNODLE ROAD
SR 2692
10
’
10
’
DETAIL SHOWING BRIDGE RELATIONSHIP FOR -L- OVER HERBINS CREEK
STA 12+33.30
BEGIN BRIDGE
N 21 48’ 59.3" W
N
AD
83/
N
SR
S
200
7
11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50

CONSTRUCTION MUST OCCUR DURING THE SUMMER MONTHS.
TO COMMENCING ROADWAY CONSTRUCTION. OTHERWISE,
BUS TURN AROUND TO BE CONSTRUCTED PRIORNOTE:
T
R
IB
U
T
A
R
Y
16
H
A
W
R
IV
E
R
H
A
W
R
IVE
R

T
R
IB
UT
AR
Y
16
3
1
6
0
.
0
0
’
EXISTING R/W
EXISTING R/W
6
0.0
0
’
EXISTING R/W
EXISTING R/W
HISTORICAL SOCIETY
ROCKINGHAM COUNTY
WILLIAM D. BULLARD Jr.
WANDA BULLARD and
DB 867 PG 712
PB 20 PG 30
DB 1040 PG 1034
KAREN D. RAMEY
TANYA CHILTON
JASON CHILTON, and wife,
DB 1381 PG 1095
PB 50 PG 3
RAY E. SOYARS
DB 911 PG 1522
-L-
15
+
0
0
KERNODLE ROAD
SR 2692
TYPE III
TYPE III
TYPE III
TYPE III
P
O
T
Sta.
1
0
+
0
0.0
0
P
C
Sta.
1
1
+
1
1.6
2
P
T

S
t
a
.

12
+
3
3
.2
8
P
O
T

S
t
a
.

15
+
4
3
.13
GRAU-350 TL-2
GRAU-350 TL-2
GRAU-350 TL-2
TL-2
GRAU-350
1
2
+
0
0
11
+
0
0
14
+
0
0
13
+
0
0
*
EL = 639.19’
54.53’ LT
-L- STA 12+27.22
BMI
EL = 639.39’
16.84’ LT
-L- STA 12+19.90
BL-3
(-)
8.
3634
%
E
XI
ST
TO BE REMOVED
EXIST BRIDGE
EL = 650.76’
-L- STA 10+83.00 EL = 648.64’
-L- STA 14+64.00
EXISTING GRADE
BEGIN PROJECT 17BP.7.R.60
END PROJECT 17BP.7.R.60
PROPOSED GRADE
-L- STA 13+13.30
END BRIDGE
-L- STA 12+33.30
BEGIN BRIDGE
1.
5
:
1
1.5
:1
(+)9.2982%EXIST
LOW POINT
PI = 11+85.00
EL = 642.66’
(-)
7.
9412
%
VC = 90’
K = 12
PI = 13+64.00
EL = 641.35’
(-)0.7318%(+)6.5714%
VC = 80’
K = 11
PI = 14+34.00
EL = 645.95’
(+)6.5714%
(+)8.9667%
VC = 60’
K = 25
1.5:1 (TYP.)
CLASS II RIP RAP
1.5:1 (TYP.)
CLASS II RIP RAP
ELEV = 641.61’
STA 13+32.02
*
DS = 15 MPH
****DS = 20 MPH
DS = 15 MPH
AND STOPPING SIGHT DISTANCES
DESIGN EXCEPTION FOR VERTICAL CURVE K-VALUES *
SUB-REGIONAL TIER DESIGN GUIDELINES.
LESS THAN OVERALL DESIGN SPEED PER
AT -L- STATION 14+34.00 IS UP TO 20 MPH
DESIGN SPEED SHOWN FOR VERTICAL CURVE
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 1400
= 25
= 634.2
= 2000
= 100
= 635.99
= 2700+
= 500+
= 642.1
= 9-14-12
= 625.4
(-)
9.
40
%
E
L
=
6
4
3
.2
S
T
A
.
11
+
5
0

-
L
-

R
T (-
)
9.
0
0
%
E
L
=
6
3
8
.3
S
T
A
.
12
+
15

-
L
-

L
T
(-)0.67%
E
L
=
6
3
8
.4
S
T
A
.
12
+
0
0

-
L
-

L
T
E
L
=
6
4
2
.9
S
T
A
.
11
+
5
0

-
L
-

L
T
E
L
=
6
3
8
.5
S
T
A
.
12
+
0
0

-
L
-

R
T
NWSE=625.4
SEE DETAIL #2
CL ’B’ RIP RAP
TOE PROTECTION
SEE DETAIL #1
W/ CL I RIP RAP
LAT ’V’ DITCH
SEE DETAIL #1
W/ CL I RIP RAP
LAT ’V’ DITCH
EXTG DITCH
TIE TO
2 ELBOWS
15" W/
EXISTING DITCH
TIE TO
15"15"
TEMPORARY
15"
TEMPORARY
60.00
+23.44
60.00
+83.78
30.29
+80.00
30.26
+30.00
60.00
+56.87
60.00
+18.75
29.95
+15.00
30.03
+60.00
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
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F
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80
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.
6
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(
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F
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7
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0
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2
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5/6/2014
IM
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BUFFER REPLACEMENT Rev. May 2006
ZO
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DIVISION OF HIGHWAYS ROCKINGHAM COUNTY

S
H
E
E
T

5

O
F

5
PR
O
J
E
C
T
:

1
7
B
P
.
7
.
R
.
6
0

(
S
F
-
7
8
0
0
9
2
)
5/6/2014
WE
T
L
A
N
D
S

I
N

B
U
F
F
E
R

I
M
P
A
C
T
S

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U
M
M
A
R
Y
WE
T
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A
N
D
S

I
N

BU
F
F
E
R
S
SI
T
E

N
O
.
ST
A
T
I
O
N

(F
R
O
M
/
T
O
)
Rev. Jan 2009
Scale : 40
VICINITY MAP
N.T.S.
LOCATION:
TYPE OF WORK:GRADING, PAVING, DRAINAGE, & STRUCTURE
-L-
4
N
A
D
83
See Sheet 1-B For Standard Symbology Sheet
See Sheet 1-A For Index of Sheets
OFF-SITE DETOUR
N
SR
S
2007
P
R
E
L
I
M
I
N
A
R
Y

P
L
A
N
S

ON SR 2692 (KERNODLE ROAD)
SR 2692 (KERNODLE RD)-L- STA. 10+83.00
BEGIN PROJECT 17BP.7.R.60
-L- STA. 14+64.00
END PROJECT 17BP.7.R.60
-L- STA. 12+33.30
BEGIN BRIDGE
-L- STA. 13+13.30
END BRIDGE
HIGH ROCK RD
TO SR 2614
PARKDALE RD
TO SR 2817
BRIDGE #780092 OVER HAW RIVER TRIBUTARY 16
H
A
W

RIVER
TRIBU
TA
RY
16

GRAPHIC SCALE
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET

DIVISION OF HIGHWAYS
Prepared in the Office of:
STATE OF NORTH CAROLINA
6
/
10
/
2
0
14
S
F
7
8
0
0
9
2
_
E
C
_
d
s
n
_
p
s
h
_
0
1
.
d
g
n
j
d
a
l
t
o
n
PLAN FOR PROPOSED
HIGHWAY EROSION CONTROL
EROSION AND SEDIMENT CONTROL MEASURES
CONSTRUCTION.
GRUBBING PHASE OF
FOR CLEARING AND
EROSION CONTROL PLANS
THIS PROJECT CONTAINS
Temporary Silt Ditch
Temporary Silt Fence
Silt Basin Type B
Stilling Basin
TDTemporary Diversion
Temporary Rock Silt Check Type-B
Temporary Rock Silt Check Type-A
Temporary Rock Sediment Dam Type-A
Temporary Rock Sediment Dam Type-B
Type A
Type B
Type C
A
B
C
Temporary Silt Fence
TSD
Std. #Description Symbol

Temporary Berms and Slope Drains
Rock Inlet Sediment Trap:
1630.03
1630.05
1605.01
1622.01
1633.01
1634.01
1634.02
1635.01
1635.02
1630.04
1632.01
1632.02
1632.03
Rock Pipe Inlet Sediment Trap Type-A
Rock Pipe Inlet Sediment Trap Type-B
Temporary Rock Sediment Dam Type A
Temporary Rock Sediment Dam Type B
Temporary Silt Fence
Roadway Standard Drawings

The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design
revison thereto are applicable to this project and by reference hereby are considered a part of
these plans.
Rock Pipe Inlet Sediment Trap Type A
EC-1
1606.01 Special Sediment Control Fence
1634.01
1634.02
1635.01
1605.01
1630.01
Temporary Berms and Slope Drains
1606.01
1622.01
Special Sediment Control Fence
Riser Basin
17BP.7.R.60
1635.02 Rock Pipe Inlet Sediment Trap Type B
1604.01 Railroad Erosion Control Detail
1607.01 Gravel Construction Entrance
Skimmer Basin
for Special Considerations.
Refer To E. C. Special Provisions
ON THIS PROJECT
SENSITIVE AREA(S) EXIST
ENVIRONMENTALLY
STANDARDS.
SENSITIVE WATERSHED
BEEN DESIGNED TO
THIS PROJECT HAS

Tiered Skimmer Basin
Infiltration Basin
Special Stilling Basin1630.06
Temporary Rock Silt Check Type-A with
Matting and Polyacrylamide (PAM)
Wattle/Coir Fiber Wattle
Wattle/Coir Fiber Wattle
with Polyacrylamide (PAM)
1630.02
1633.02
2012 STANDARD SPECIFICATIONS
NATURAL RESOURCES DIVISION OF WATER QUALITY.
ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011
WITH THE REGULATIONS SET FORTH BY THE
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2012 and the latest
1630.05 Temporary Diversion
1630.04 Stilling Basin
1630.03 Temporary Silt Ditch
1630.02 Silt Basin Type B
1630.06 Special Stilling Basin
1631.01 Matting Installation
1632.02
1632.01
Rock Inlet Sediment Trap Type B
Rock Inlet Sediment Trap Type A
1632.03 Rock Inlet Sediment Trap Type C
1633.01
1633.02 Temporary Rock Silt Check Type B
Temporary Rock Silt Check Type A
1640.01 Coir Fiber Baffle
1645.01 Temporary Stream Crossing
EW
CFW
PLANS
20 0 40
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone] FAX [phone]
P
R
O
J
E
C
T
:

1
7
B
P
.
7
.
R
.
6
0
C
O
N
T
R
A
C
T
:

C
2
0
2
9
2
3
17BP.7.R.60
17BP.7.R.60
17BP.7.R.60
P.E.
CONSTRUCTION
ROCKINGHAM COUNTY
R/W & UTILITIES
SUBMITTED: 6-18-14
PLANS
EROSION CONTROL
RFC
SUBMITTAL S-210
LEVEL III CERTIFICATION NO.
3552
LEVEL III NAME
JOSHUA G. DALTON, PE, CPESC
BEGIN PROJECT
END PROJECT
SR 2817PARKDALE RDKERNODLE RD SR 2692
SR 2618
ZEB RD
S
R 2617
C
O
U
NT
Y LI
NE R
D
SR
2619
GILLIAM RD
S
R

2
6
1
4
H
I
G
H

R
O
C
K

R
D
CROSS CREEK
T
R
A
I
L
SR
2
6
1
5
SR 2616
S
R

2
6
1
7
C
O
U
N
T
Y

L
I
N
E

R
D
87
87
87
TRIBUTARY 16
HAW RIVER
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
17BP.7.R.60 EC-2A
NATURAL GROUND
NATURAL GROUND
FLOW
2’(MAX.)
CROSS SECTION
CROSS SECTION
TRAPEZOIDAL DITCH
VEE DITCH
EDGE OF PAVEMENT
ISOMETRIC VIEW
PAVEMENT
SHLD.
SLOPE
BACK
SLOPEDITCH
STAKE
2’ UPSLOPE
MATTING
STAKE
2’ DOWNSLOPE
STAKE
2’ UPSLOPE
MATTING
STAKE
2’ DOWNSLOPE
TOP VIEW
6’(MIN.)
12"(MIN.)
EXCELSIOR WATTLE
STAKE
UPSLOPE
STAKE
DOWNSLOPE
MATTING
MATTING
See Inset B
INSET B
STAPLES
VAR.
2’(MIN.)
2 IN.
See Inset A
INSET A
STAKES
WATTLE DETAIL
STANDARD SPECIFICATIONS.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
CROSS SECTION.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE.
NOTES:

FLOW
A A
WIDTH
PLAN
SECTION A-A
SECTION B-B
B
B
2/3 CHANNEL
STRUCTURAL STONE
SEDIMENT CONTROL STONE
12"
MATTING
EXCELSIOR
MATTING
EXCELSIOR
CLASS B STONE
PAM
INSET A
See Inset A
USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR
MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE.
TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL
EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES.
MATTING
EXCELSIOR
CLASS B STONE
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
EC-2B
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
17BP.7.R.60
NOT TO SCALE
TEMPORARY ROCK SILT CHECK TYPE ’A’ WITH
EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM)
TO BE APPLIED TO EACH ROCK SILT CHECK.
MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE
PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN
INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM)
(4 OZ.)
H = 2’ MIN
1’ MIN
1’ MIN
ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1633.01.
INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN
NOTES:

SHEET NO.PROJECT REFERENCE NO.
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
17BP.7.R.60
SITE DESCRIPTION
SOIL STABILIZATION TIMEFRAMES
STABILIZATION TIME
7 DAYS
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYS
IF SLOPES ARE 10’ OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
NONE
SLOPES 3:1 OR FLATTER 14 DAYS
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50’ IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.
EC-3A

SHEET NO.PROJECT REFERENCE NO.
17BP.7.R.60 EC-3B
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
SOIL STABILIZATION SUMMARY SHEET
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
SIDESTATION
TO
STATION
FROM
LINESHEET NO.
CONST
ESTIMATE (SY)STATION
TO
SIDESTATION
FROM
LINE
SHEET NO.
CONST
ESTIMATE (SY)
MATTING FOR EROSION CONTROL PERMANENT SOIL REINFORCEMENT MAT
4
TOTAL
-L-10+15 10+65 LT 20
4 -L-14+75 15+35 RT 25
45
CLEARING AND GRUBBING PLAN
EC-04/CONST.04
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
17BP.7.R.60
CONSTRUCTION SHEET 04
EROSION CONTROL FOR
CLEARING AND GRUBBING
NOTE:
PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B
DRAINAGE OUTLETS.
AND TEMPORARY ROCK SILT CHECKS TYPE - A AT
INSTALLED DURING CLEARING AND GRUBBING PHASE.
PERIMETER EROSION CONTROL MEASURES SHALL BE
NOTE:
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
NA
D

83/
N
SR
S
2007
H
A
W
R
IVE
R

T
R
IB
UT
AR
Y
16
3 2
1
6
0
.
0
0
’
EXISTING R/W
EXISTING R/W
6
0.0
0
’
EXISTING R/W
EXISTING R/W
HISTORICAL SOCIETY
ROCKINGHAM COUNTY
WILLIAM D. BULLARD Jr.
WANDA BULLARD and
DB 867 PG 712
PB 20 PG 30
DB 1040 PG 1034
KAREN D. RAMEY
TANYA CHILTON
JASON CHILTON, and wife,
DB 1381 PG 1095
PB 50 PG 3
RAY E. SOYARS
DB 911 PG 1522
-L-
15
+
0
0
KERNODLE ROAD
SR 2692
P
O
T
Sta. 10
+
0
0.0
0
P
C
Sta.
1
1
+
1
1.6
2
P
T

S
t
a
.

12
+
3
3
.2
8
P
O
T

S
t
a
.

15
+
4
3
.13
1
2
+
0
0
11
+
0
0
14
+
0
0
13
+
0
0
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
CC
F
C
C
F
F
625
6
2
5
6
2
5
625625
6
2
5
6
2
6
626
626
6
2
7
62
7
627
6
2
8
628
6
2
8
6
2
9
629
6
2
9
6
3
0
6
3
0
630
6
3
0
6
3
0
6
3
0
6
3
1
631
631
6
3
2
632
6
3
2
6
3
3
6
3
3
63
3
6
3
4
6
3
4
6
3
4
6
35
6
3
5
6
3
5
635
6
3
5
6
3
5
6
3
5
6
3
6
6
3
6
6
3
6
637
63
7
6
3
7
637
638
6
3
8
6
3
8
6
3
8
639
6
3
9
63
9
639
6
4
0
640
640
6
4
0
640
640
64
0
6
4
0
641
6
4
1
64
1
642
6
4
2
64
2
6
4
2
643
6
4
3
6
4
3
644
6
4
4
64
4
6
4
5
6
4
5
6
4
5
6
4
5
645
645
6
4
5
6
4
6
646
647
647
648
64
8
649
649
6
5
0
65
0
6
5
0
650
65
0
6
5
0
651
651
6
5
1
6
5
2
652
6
5
3
65
3
6
5
4
6
5
4
6
5
5
655
655
6
5
5
6
5
6
656
656
6
5
7
657
657
6
5
7
6
5
7
6
5
8
658
6
5
8
659
659
66
0
661
SEE DETAIL #2
CL ’B’ RIP RAP
TOE PROTECTION
SEE DETAIL #1
W/ CL I RIP RAP
LAT ’V’ DITCH
SEE DETAIL #1
W/ CL I RIP RAP
LAT ’V’ DITCH
EXTG DITCH
TIE TO
2 ELBOWS
15" W/
EXISTING DITCH
TIE TO
15"15"
TEMPORARY
15"
TEMPORARY
+70.00
29.03, 40.00
+30.00
29.60, 40.00
+45.00
30.39, 40.00
+70.00
30.97, 40.00
60.00
+23.44
60.00
+83.78
30.29
+80.00
30.26
+30.00
60.00
+56.87
60.00
+18.75
29.95
+15.00
30.03
+60.00
+33.28
40.00
+33.28
40.00
EC-05/CONST.04
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
17BP.7.R.60
CONSTRUCTION SHEET 04
EROSION CONTROL FOR
FINAL GRADE
Sta. 11+50 to Sta. 12+30
on Slope as Work Allows.
Place Matting for Erosion Control
Sta. 13+13 to Sta. 13+75
on Slope as Work Allows.
Place Matting for Erosion Control
Sta. 13+13 to Sta. 14+00
on Slope as Work Allows.
Place Matting for Erosion Control
Sta. 12+00 to Sta. 12+30
on Slope as Work Allows.
Place Matting for Erosion Control
D
D
D
D
as Work Allows.
on Disturbed Areas Under Bridge
Place Coir Fiber Matting
NA
D

83/
N
SR
S
2007
FINAL GRADE PLAN

PROPOSED DITCH LINE.
INSTALL PSRM IN THE
D

PROPOSED DITCH LINE.
INSTALL PSRM IN THE
D
H
A
W
R
IVE
R

T
R
IB
UT
AR
Y
16
6
0
.
0
0
’
EXISTING R/W
EXISTING R/W
6
0.0
0
’
EXISTING R/W
EXISTING R/W
-L-
15
+
0
0
KERNODLE ROAD
SR 2692
P
O
T
Sta. 10
+
0
0.0
0
P
C
Sta.
1
1
+
1
1.6
2
P
T

S
t
a
.

12
+
3
3
.2
8
P
O
T

S
t
a
.

15
+
4
3
.13
1
2
+
0
0
11
+
0
0
14
+
0
0
13
+
0
0
SEE DETAIL #2
CL ’B’ RIP RAP
TOE PROTECTION
SEE DETAIL #1
W/ CL I RIP RAP
LAT ’V’ DITCH
SEE DETAIL #1
W/ CL I RIP RAP
LAT ’V’ DITCH
EXTG DITCH
TIE TO
2 ELBOWS
15" W/
EXISTING DITCH
TIE TO
15"15"
TEMPORARY
15"
TEMPORARY
C
PIPE
SLOPE DRAIN
12 INCH
D
PIPE
SLOPE DRAIN
12 INCH
D
+70.00
29.03, 40.00
+30.00
29.60, 40.00
+45.00
30.39, 40.00
+70.00
30.97, 40.00
60.00
+23.44
60.00
+83.78
30.29
+80.00
30.26
+30.00
60.00
+56.87
60.00
+18.75
29.95
+15.00
30.03
+60.00
+33.28
40.00
+33.28
40.00
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
CC
F
C
C
F
F
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
HEALING IN DIBBLE PLANTING METHOD
firming soil at top.
5. Push handle forward
PLANTING NOTES:
N.C.D.O.T. - ROADSIDE ENVIRONMENTAL UNIT
protected area.
1. Locate a healing-in site in a shady, well
the root collar is at ground level.
against the sloping end so that
4. Place a single layer of plants
as necessary and water thoroughly.
6. Repeat layers of plants and sawdust
correct depth.
and place seedling at
2. Remove planting bar
USING THE KBC PLANTING BAR
SEEDLING / LINER BAREROOT PLANTING DETAIL
PLANTING DETAILS
MIXTURE, TYPE, SIZE, AND FURNISH SHALL CONFORM TO THE FOLLOWING:
toward planter.
as shown and pull handle
1. Insert planting bar
root systems from drying.
container to prevent the
canvas bag or similar
shall be kept in a moist
During planting, seedlings
PLANTING BAG
soil at bottom.
toward planter, firming
4. Pull handle of bar
thoroughly.
hole open. Water
6. Leave compaction
RF-1
12 in - 18 in BR
12 in - 18 in BR
12 in - 18 in BR
12 in - 18 in BR
25% BETULA NIGRA
25% FRAXINUS PENNSYLVANICA
25% PLATANUS OCCIDENTALIS
25% LIRIODENDRON TULIPIFERA
RIVER BIRCH
GREEN ASH
SYCAMORE
TULIP POPLAR
17BP.7.R.60
12 inches deep and provide drainage.
2. Excavate a flat bottom trench
a sloping angle.
sawdust over the roots maintaining
5. Place a 2 inch layer of well rotted
at one end of the trench.
well rotted sawdust at a sloping angle
rotted sawdust. Place a 2 inch layer of
3. Backfill the trench with 2 inches well
2 inch
from seedling.
2 inches toward planter
3. Insert planting bar
1 inch thick at center.
4 inches wide and
be 12 inches long,
cross section, and shall
blade with a triangular
Planting bar shall have a
KBC PLANTING BAR
root collar.
10 inches below the
no roots extend more than
pruned, if necessary, so that
All seedlings shall be root
ROOT PRUNING
REFORESTATION
AVERAGING 8 FT. ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE.
TREE REFORESTATION SHALL BE PLANTED 6 FT. TO 10 FT. ON CENTER, RANDOM SPACING,
REFORESTATION
REFORESTATION DETAIL SHEET