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YE
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OCTOBER 20, 2015
25 50 10050
25 50 10050
5 10 20 10
D
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FUNC CLASS =
SUB REGIONAL 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.
DIVISION OF HIGHWAYS
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES

PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
0
9
/
0
8
/
9
9
B-4959 DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
See Sheet 1-A For Index of Sheets
$
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TO SR 2746 (FRIEDEN CHURCH RD)
TO SR 2770 (HUFFINE MILL RD)
-L-
See Sheet 1-B For Conventional Symbols
VICINITY MAP
OFFSITE DETOUR
TOTAL LENGTH OF TIP PROJECT B-4959 = 0.127 MILES
600 VPD
2900 VPD
2013
2040
B-4959
TIP PROJECT
HIGH ROCK RD SR 2719
HIGH ROCK RD SR 2719
B
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LENGTH STRUCTURE TIP PROJECT B-4959 = 0.027 MILES
LENGTH ROADWAY TIP PROJECT B-4959 = 0.100 MILES
-L- STA. 18+70.00
END TIP PROJECT B-4959
-L- STA. 12+00.00
BEGIN TIP PROJECT B-4959
-Y- STA. 10+50.00
BEGIN CONSTRUCTION
K
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
40151.1.1
40151.2.FDI
BRZ-2719(1)
BRZ-2719(1)R/W & UTIL.
OCTOBER 16, 2014
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 6
PERMIT DRAWING
DITCH DETAIL B
DITCH DETAIL B
DITCH DETAIL A
DITCH DETAIL B
NSRS 2007
NAD 83/
5
1
1
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 2 OF 6
PERMIT DRAWINGTIME DURING CONSTRUCTION
BE OBSTRUCTED BY THE TEMPORARY CAUSEWAY AT ANY
NO MORE THAN FIFTY PERCENT (50%) OF THE WATERWAY
NOTE:
SITE 1
2GI
PSH
2GI
RE
VIS
IO
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
B
-
4
9
5
9

B
r
i
d
g
e

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p
la
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2
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1
5
B-4959 4A
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1
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d
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BM 2
BM 1
R/R SPIKE IN 15" SWEET GUM
ELEV=648.29'
30.89' RIGHT
-BL- STA 20+47.16
BM 1
R/R SPIKE IN 20" SWEET GUM
ELEV=637.90'
116.45' LEFT
-BL- STA 26+18.47
BM 2
B
U
F
F
A
L
O
F
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C
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B
U
F
F
A
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O
F
O
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K
C
R
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K
WOODS
WOODS
WOODS
WOODS
WOODS WOODS
WOODS
WOODSW
O
O
D
S
WOODS
2
0'
G
R
HIGH ROCK RD S.R. 2719
HIGH ROCK RD S.R. 2719
20' BST
20' BST
CONC HW
WOODS
A NORTH CROLINA PARTNERSHIP
WHITELEY ASSOCIATES,
DB 4157 PG 874
DB 4157 PG 874
A NORTH CROLINA PARTNERSHIP
WHITELEY ASSOCIATES,
D
B
4
1
5
7

P
G
8
7
4
A
N
O
R
T
H
C
R
O
LI
N
A
P
A
R
T
N
E
R
S
HIP
W
HIT
E
L
E
Y
A
S
S
O
CI
A
T
E
S,
DB 2259 PG 387
JANNETTE APPLE
HAROLD E. APPLE
DB 2491 PG 222
MARY D. WILKINSON
JOHN T. DOGGETT
T.T. LAMBETH
S.T. LAMBETH HEIRS
6
0
.0
0
'
6
0
.
0
0
'
60.00'
60.00'
E
XIS
TI
N
G
R/
W
E
XIS
TI
N
G
R/
W
E
XIS
TI
N
G
R/
W
E
XIS
TI
N
G
R/
W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
N

7
8
°
2
9
'
2
6
"

E
7
5
.
6
5
'
N 5
6
°24'0
5
"
E
29.0
9'
N
6
6
°
0
0'
1
9
"
E
1
5
4
.
5
8'
N
7
1
°
1
0'
3
8
"
E
1
3
2
.
2
3'
C
E
N
T
E
R
L
I
N
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O
F

C
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E
K
P
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F
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P
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F
O
L
L
O
W
S
10
3"x7
1
" CMAP10
3"x7
1
" CMAP 15" RCP
N
7
3
°
1
2
'
4
7
"
E
7
4
.
5
9
'
N
7
5
°
0
7'
2
2
"
E
1
1
3
.
2
8
'
N 02°07'07" W
565.13'
N

8
9
°
13
'
5
3
"
E
11
3
.
7
2
'
EIP
EIP
BI
T
T
L
E
R
D
S.
R. 2
7
9
7
IN
V=631.15'INV=63
1
.48'IN
V=632.40'IN
V=63
2
.60'
GRAU 350
GRAU 350
GRAU 350
10
10
15
A
T
-
1
F
C
F
F
F
F
F
F
F
F
F
F
F
C
C
F
C
F
C
C
C
C
C
F
C
C
C
FF F
F
F
SCALE = 1" = 80'
0'80'160'240'80'
5
1
1
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 3 OF 6
PERMIT DRAWING
TIME DURING CONSTRUCTION
BE OBSTRUCTED BY THE TEMPORARY CAUSEWAY AT ANY
NO MORE THAN FIFTY PERCENT (50%) OF THE WATERWAY
NOTE:
SITE 1
2GI
PSH
2GI
RE
VIS
IO
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
B
-
4
9
5
9

B
r
i
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g
e

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0
6
3
0
6
3
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6
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6
3
0
6
30
630
63
0
6
3
0
6
3
0
630
6
3
0
630
630
640
64
0
640
640
640
6
4
0
6
4
0
6
4
0
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6
4
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6
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0
640
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640
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4
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640
6
4
0
6
4
0
6
4
0
6
4
0
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64
0
65
0
6
5
0
6
5
0
650
650
650
6
5
0
650
650
650
650
6
5
0
6
5
0
6
6
0
660
BM 2
BM 1
R/R SPIKE IN 15" SWEET GUM
ELEV=648.29'
30.89' RIGHT
-BL- STA 20+47.16
BM 1
R/R SPIKE IN 20" SWEET GUM
ELEV=637.90'
116.45' LEFT
-BL- STA 26+18.47
BM 2
B
U
F
F
A
L
O
F
O
R
K
C
R
E
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K
B
U
F
F
A
L
O
F
O
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C
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K
WOODS
WOODS
WOODS
WOODS
WOODS WOODS
WOODS
WOODSW
O
O
D
S
WOODS
2
0'
G
R
HIGH ROCK RD S.R. 2719
HIGH ROCK RD S.R. 2719
20' BST
20' BST
CONC HW
WOODS
A NORTH CROLINA PARTNERSHIP
WHITELEY ASSOCIATES,
DB 4157 PG 874
DB 4157 PG 874
A NORTH CROLINA PARTNERSHIP
WHITELEY ASSOCIATES,
D
B
4
1
5
7

P
G
8
7
4
A
N
O
R
T
H
C
R
O
LI
N
A
P
A
R
T
N
E
R
S
HIP
W
HIT
E
L
E
Y
A
S
S
O
CI
A
T
E
S,
DB 2259 PG 387
JANNETTE APPLE
HAROLD E. APPLE
DB 2491 PG 222
MARY D. WILKINSON
JOHN T. DOGGETT
T.T. LAMBETH
S.T. LAMBETH HEIRS
6
0
.0
0
'
6
0
.
0
0
'
60.00'
60.00'
E
XIS
TI
N
G
R/
W
E
XIS
TI
N
G
R/
W
E
XIS
TI
N
G
R/
W
E
XIS
TI
N
G
R/
W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
N

7
8
°
2
9
'
2
6
"

E
7
5
.
6
5
'
N 5
6
°24'0
5
"
E
29.0
9'
N
6
6
°
0
0'
1
9
"
E
1
5
4
.
5
8'
N
7
1
°
1
0'
3
8
"
E
1
3
2
.
2
3'
C
E
N
T
E
R
L
I
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F

C
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K
P
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F
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L
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F
O
L
L
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S
10
3"x7
1
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3"x7
1
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N
7
3
°
1
2
'
4
7
"
E
7
4
.
5
9
'
N
7
5
°
0
7'
2
2
"
E
1
1
3
.
2
8
'
N 02°07'07" W
565.13'
N

8
9
°
13
'
5
3
"
E
11
3
.
7
2
'
EIP
EIP
BI
T
T
L
E
R
D
S.
R. 2
7
9
7
IN
V=631.15'INV=63
1
.48'IN
V=632.40'IN
V=63
2
.60'
GRAU 350
GRAU 350
GRAU 350
10
10
15
A
T
-
1
F
C
F
F
F
F
F
F
F
F
F
F
F
C
C
F
C
F
C
C
C
C
C
F
C
C
C
FF F
F
F
SCALE = 1" = 80'
0'80'160'240'80'
5
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
INSET FOR IMPACT AREAS
SHEET 4 OF 6
PERMIT DRAWINGTIME DURING CONSTRUCTION
BE OBSTRUCTED BY THE TEMPORARY CAUSEWAY AT ANY
NO MORE THAN FIFTY PERCENT (50%) OF THE WATERWAY
NOTE:
SITE 1
RE
VIS
IO
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
B
-
4
9
5
9

B
r
i
d
g
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R
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p
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DIVISION OF HIGHWAYS
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(
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OVER BUFFALO FORK CREEK2/12/2015 GUILFORD COUNTY 55
OCTOBER 20, 2015
25 50 10050
25 50 10050
5 10 20 10
D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
FUNC CLASS =
SUB REGIONAL 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.
DIVISION OF HIGHWAYS
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES

PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
0
9
/
0
8
/
9
9
B-4959 DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
See Sheet 1-A For Index of Sheets
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
1000 Birch Ridge Dr., Raleigh NC, 27610
C
O
N
T
R
A
C
T
:
T
I
P

P
R
O
J
E
C
T
:
B
-
4
9
5
9

A
R
T
MEN
N
A
S
O
H
D
E
P
T
O
F TRA SPORT
T
IO
N
T
A TEOFN RT
CAR
O
LI
N
A
4
BEGIN BRIDGE END BRIDGE
TO SR 2746 (FRIEDEN CHURCH RD)
TO SR 2770 (HUFFINE MILL RD)
-L-
See Sheet 1-B For Conventional Symbols
VICINITY MAP
OFFSITE DETOUR
TOTAL LENGTH OF TIP PROJECT B-4959 = 0.127 MILES
600 VPD
2900 VPD
2013
2040
B-4959
TIP PROJECT
HIGH ROCK RD SR 2719
HIGH ROCK RD SR 2719
B
U
F
F
A
L
O
F
O
R
K
C
R
E
E
K
B
U
F
F
A
L
O
F
O
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K
C
R
E
E
K
BI
T
T
L
E
R
D
S
R
2
7
9
7
-L- STA. 13+99.21 -L- STA. 15+41.80
LENGTH STRUCTURE TIP PROJECT B-4959 = 0.027 MILES
LENGTH ROADWAY TIP PROJECT B-4959 = 0.100 MILES
-L- STA. 18+70.00
END TIP PROJECT B-4959
-L- STA. 12+00.00
BEGIN TIP PROJECT B-4959
-Y- STA. 10+50.00
BEGIN CONSTRUCTION
K
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
40151.1.1
40151.2.FDI
BRZ-2719(1)
BRZ-2719(1)R/W & UTIL.
OCTOBER 16, 2014
SHEET 1 OF 4
BUFFER DRAWING
BUFFER IMPACTS PERMIT
DITCH DETAIL B
DITCH DETAIL B
DITCH DETAIL A
DITCH DETAIL B
NSRS 2007
NAD 83/
BM 2
BM 1
R/R SPIKE IN 15" SWEET GUM
ELEV=648.29'
30.89' RIGHT
-BL- STA 20+47.16
BM 1
R/R SPIKE IN 20" SWEET GUM
ELEV=637.90'
116.45' LEFT
-BL- STA 26+18.47
BM 2
B
U
F
F
A
L
O
F
O
R
K
C
R
E
E
K
B
U
F
F
A
L
O
F
O
R
K
C
R
E
E
K
WOODS
WOODS
WOODS
WOODS
WOODS WOODS
WOODS
WOODSW
O
O
D
S
WOODS
2
0'
G
R
HIGH ROCK RD S.R. 2719
HIGH ROCK RD S.R. 2719
20' BST
20' BST
CONC HW
WOODS
A NORTH CROLINA PARTNERSHIP
WHITELEY ASSOCIATES,
DB 4157 PG 874
DB 4157 PG 874
A NORTH CROLINA PARTNERSHIP
WHITELEY ASSOCIATES,
D
B
4
15
7
P
G
8
7
4
A
N
O
R
T
H
C
R
O
LI
N
A
P
A
R
T
N
E
R
S
HIP
W
HIT
E
L
E
Y
A
S
S
O
CI
A
T
E
S,
DB 2259 PG 387
JANNETTE APPLE
HAROLD E. APPLE
DB 2491 PG 222
MARY D. WILKINSON
JOHN T. DOGGETT
T.T. LAMBETH
S.T. LAMBETH HEIRS
6
0
.0
0
'
6
0
.
0
0
'
60.00'
60.00'
E
XIS
TI
N
G
R/
W
E
XIS
TI
N
G
R/
W
E
XIS
TI
N
G
R/
W
E
XIS
TI
N
G
R/
W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
N

7
8
°
2
9'
2
6
"

E
7
5
.
6
5'
N 56°24'0
5"
E
29.0
9'
N
6
6
°
0
0'
1
9
"
E
1
5
4.
5
8'
N
7
1
°
1
0'
3
8
"
E
1
3
2
.
2
3'
C
E
N
T
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R
L
I
N
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O
F

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K
P
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S
103"x71" CMAP103"x71" CMAP 15" RCP
N
7
3
°
1
2'
4
7
"
E
7
4
.
5
9'
N
7
5
°
0
7'
2
2
"
E
113
.
2
8'
N 02°07'07" W
565.13'
N

8
9
°
13
'
5
3
"
E
113
.
7
2
'
EIP
EIP
BI
T
T
L
E
R
D
S.
R. 2
7
9
7
INV=631.15'INV=631.48'INV=632.40'INV=632.60'
F
C
F
F
F
F
F
F
F
F
F
F
F
C
C
F
C
F
C
C
C
C
C
F
C
C
C
FF F
F
F
GRAU 350
GRAU 350
GRAU 350
10
10
15
A
T
-
1
RE
VIS
IO
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
B
-
4
9
5
9

B
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$
D
A
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$
B-4959 4A
$
F
IL
E
L
$
2GI
PSH
2GI
1
1
SHEET 2 OF 4
BUFFER DRAWING
TIME DURING CONSTRUCTION
BE OBSTRUCTED BY THE TEMPORARY CAUSEWAY AT ANY
NO MORE THAN FIFTY PERCENT (50%) OF THE WATERWAY
NOTE:
SITE 1
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
TOP OF BANK
SITE 1
SCALE = 1" = 80'
0'80'160'240'80'
RE
VIS
IO
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
B
-
4
9
5
9

B
r
i
d
g
e

R
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p
la
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5
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2
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WOODSW
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4'0
5
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E
2
9.0
9'
15" RCP
C
F
F
F
F
F
F
GRAU 350
0401
2GI
1
1
INSET FOR IMPACT AREAS
SHEET 3 OF 4
BUFFER DRAWING
TIME DURING CONSTRUCTION
BE OBSTRUCTED BY THE TEMPORARY CAUSEWAY AT ANY
NO MORE THAN FIFTY PERCENT (50%) OF THE WATERWAY
NOTE:
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SITE 1
TOE OF SLOPE
EXISTING ROADWAY
SITE 1 TOE OF SLOPE
EXISTING ROADWAY
TOE OF SLOPE
EXISTING ROADWAY
TOE OF SLOPE
EXISTING ROADWAY
SCALE = 1" =20'
0'20'40'60'20'
RO
A
D

CR
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B
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1

(f
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2)
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2

(f
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2)
TO
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(f
t
2)
ZO
N
E

1

(f
t
2)
ZO
N
E

2

(f
t
2)
TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2)
1
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e
13
+
9
9
.
2
1

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1
4
+
2
5
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1
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+
3
8
.
3
3

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+
4
1
.
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5
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18
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4
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4
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8
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5
5

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1
3
+
9
5
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3

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5
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4
0
.
5
3

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+
5
8
.
6
4
X
27
1
6
3
2
9
0
3
TO
T
A
L
:
21
5
5
69
0
2
8
4
5
0
.
0
0
.
0
0
.
0
SHEET 4 OF 4PROJECT: B-4959 1/6/2015
N.
C
.

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DIVISION OF HIGHWAYS Guilford County
IM
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BU
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F
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/

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ST
A
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(
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O
M
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T
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AL
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A
B
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B
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BUFFER REPLACEMENT Rev. May 2006