20120804 Ver 1_More Info Received_20120917

B r o o k s B r i d g e R d
O s c e o l a O s s i p e e R d
O s c e o l a
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END PROJECT
BEGIN PROJECT
(S R 2 7 1 3 )
A p p l e M u r r a y L n
(
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7
8
)
A
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(
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7
1
6
)
M
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y
R
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(S R 2 7 1 7 )
T i c k l e R d
ELEV = 641.36
BM1
EIP
EIP
EIP
S

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9
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W
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8
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S 0238’58" W 3.72’
S 0 3 3 0 ’4 0 " W 2.74’ (EIP-R/W)
PK
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
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
LOCATION:
TYPE OF WORK:
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
0 0
C
O
N
T
R
A
C
T
:
Raleigh, North Carolina 27636
Post Office Box 33068
THE NCDOT BY:
PLANS PREPARED FOR
8
/
7
/
2
0
1 2
PE NO. F-0102
10 5 10 20
ROADWAY DESIGN ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
K
:
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_
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0
1 1 0
3
6
1 8
8

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4
0
0
1 8
7
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\
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4
0
0
1 8
7
_
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y
_
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_
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t
.d
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n
2012 STANDARD SPECIFICATIONS
50 100 25 50
50 25 50 100
P
R
O
J
E
C
T
:

1
7
B
P
.
7
.
R
.
9
C , 2012
See Sheet 1-B For Conventional Symbols
See Sheet 1-A For Index of Sheets
VICINITY MAP
A
R
T
M E N
N
A
S
O
H
D
E
P
T
O
F T R A S P O R T
T
I
O
N
T
A T E O F N R T
C A R
O
L I
N
A
17BP.7.R.9
N
A
D

8
3
/N
S
R
S

2
0
0
7
N
C

G
R
I
D
6
5
%

P
L
A
N
S
= 0.074 MILES
= 0.004 MILES
T
V
=
=
=
=MPH
ADT
ADT
2013 310 VPD
60
RURAL
LOCAL
NCDOT CONTACT:
530 VPD
SUB-REGIONAL TIER
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD ____
= 0.078 MILES
LENGTH ROADWAY PROJECT
LENGTH STRUCTURE PROJECT
TOTAL LENGTH OF PROJECT
TICKLE RD
SR 2717
-L-
JEFFREY W. MOORE, P.E.
ELIZABETH W. LYNCH, P.E.
2033
6 %
T O N C 6 1
T O O S C E O L A O S S I P E E R D
MARCH 19, 2013
O F F S I T E D E T O U R R O U T E
VERTICAL SSD
SAG VERTICAL CURVE K
DESIGN EXCEPTION *
DIVISION 7
DIVISION BRIDGE PROGRAM MANAGER
TIM POWERS, P.E.
CLASSIFICATION
FUNCTIONAL =
BRIDGE NO. 400187
T
R
I
B
U
T
A
R
Y
R
E
E
D
Y
F
O
R
K
C
R
E
E
K
-L- STA. 12+57.00
CONSPAN ARCH CULVERT
1 @ 20’ x 7’ BOTTOMLESS
-L- STA. 10+00.00
BEGIN PROJECT 17BP.7.R.9
-L- STA. 14+10.00
END PROJECT 17BP.7.R.9
ON SR 2717 (TICKLE ROAD)
BRIDGE NO. 400187 OVER REEDY FORK CREEK TRIBUTARY
17BP.7.R.9 P.E.
O s c e o l a O s s i p e e R d B r o o k s B r i d g e R d
(S R 2 7 1 3 )
A p p l e M u r r a y L n
O s c e o l a
O s s i p e e
R
d
(
S
R
2
7
1
6
)
M
o l l
y
R
d
(
S
R
2
1
7
8
)
A
b
b
R
d
T
R I
B
U
T
A
R
Y
R
E
E
D
Y F
O
R
K
C
R
E
E
K
END PROJECT
(S R 2 7 1 7 )
T i c k l e R d
BEGIN PROJECT
GUILFORD COUNTY
GRADING, PAVING, DRAINAGE, AND STRUCTURE
WETLAND AND STREAM IMPACT PACKAGE
8
/
2
/
2
0
1 2

NCDOT
K
:\
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1 8
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OWNER’S NAME ADDRESS
1
2
3
4
07/17/12
ON SR 2717 (TICKLE ROAD)
FORK CREEK TRIBUTARY
BRIDGE NO. 400187 OVER REEDY
PROJECT: 17BP.7.R.9
GUILDFOR COUNTY
DIVISION OF HIGHWAYS
17BP.7.R.9
NAME AND ADDRESS
PROPERTY OWNER
CHARLES K. WAGONER & WIFE BRENDA
DIANE B. ANDERSON
TALMADGE L. INGLE & WIFE CHRISTIE
CATHERINE B. JOBE
ELON, NC 27244
7145 TICKLE RD.
ELON, NC 27244
XXXX TICKLE RD,
ELON, NC 27244
7156 TICKLE RD.
ELON, NC 27244
7155 TICKLE RD.
1 2 " R C P
1 5 " R C P
1 5
’

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1 2
’ S
O I L
&
G R
A V E
L
E X I S T I N G R /W
E X I S T I N G R /W
E X I S T I N G R /W
E X I S T I N G R /W
R
E
E
D
Y
F
O
R
K
C
R
E
E
K
T
R
I
B
6
0
.
0
0
’
6
0
.
0
0
’
E X I S T I N G R /W
E X I S T I N G R /W
E X I S T I N G R /W
E X I S T I N G R /W
Charles K. Wagoner & wife Brenda
DB 6200 PG 1370
DB 5790 PG 1440
PB 155 PG 32
Talmadge L. Ingle & wife Christie
DB 3969 PG 1743
PB 104 PG 136
D B 1 7 5 2 P G 5 0 8
Catherine E. Jobe
Diane B. Anderson
1
2
3
4 HYDRAULICS ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.
P.O. BOX 33068
RALEIGH, N.C. 27636-3068
CONST. REV.
RIGHT-OF-WAY REV.
9
/
1 7
/
2
0
1 2
R
E
V
I
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I O
N
S
K
:
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1 1 0
3
6
1 8
8

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0
0
1 8
7
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\
4
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1 8
7
_
h
y
d
_
p
r
m
_
w
e
t
_
p
s
h
.d
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n
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PROJECT REFERENCE NO.
17BP.7.R.9
660
650
640
600
610
620
630
660
650
640
600
610
620
630
14 13 12 11
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE
DESIGN FREQUENCY
DESIGN HW ELEVATION
BASE DISCHARGE
BASE FREQUENCY
OVERTOPPING DISCHARGE
BASE HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY = 635.8 FT
= 03/13/12
= 645.2 FT
> 100 YR
= 1070 CFS
= 642.7 FT
= 100 YR
= 900 CFS
= 640 FT
= 25 YR
= 650 CFS
N
A
D

8
3
/N
S
R
S

2
0
0
7
N
C

G
R
I
D
DIVISION OF HIGHWAYS
N. C. DEPT. OF TRANSPORTATION
OVER
50 0 100 50 0 100
PROJECT: 17BP.7.R.9 (400187)
BRIDGE NO. 187 ON SR 2717
REEDY FORK CREEK TRIBUTARY
DATE: 07/17/2012
GUILFORD COUNTY
IN SURFACE WATER
DENOTES IMPACTS
NOTE: ALL BANK STABLIZATION PLACED ABOVE OHW.
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
OAL 18’
EXIST TIMBER DECK
T
B
(STRUCTURE PAY ITEM)
CLASS II RIP RAP
DITCH
TIE TO EXISTING
TO 13+00 -L- (RT)
GUTTER FROM STA. 12+24
INSTALL SHOULDER BERM
SEE DETAIL 1
EST 55 SY FF
EST 28 TONS
W/ CLASS ’B’ RIPRAP
SPECIAL LATERAL ’V’ DITCH
SEE DETAIL 2
EST 80 SY FF
EST 35 TONS
W/ CLASS ’B’ RIPRAP
SPECIAL LATERAL ’V’ DITCH
SEE DETAIL 2
EST 50 SY FF
EST 25 TONS
W/ CLASS ’B’ RIPRAP
SPECIAL LATERAL ’V’ DITCH
DITCH
TIE TO EXISTING
2GI
TB
EST 7 SY FF
EST 2 TONS
OUTLET PROTECTION
CLASS ’B’ RIP RAP
15" RCP-III
SEE DETAIL 3
EST 5 SY FF
EST 3 TONS
CLASS ’B’ RIP RAP
RIP RAP EMBANKMENT PROTECTION
SEE DETAIL 3
EST 5 SY FF
EST 3 TONS
CLASS ’B’ RIP RAP
RIP RAP EMBANKMENT PROTECTION
R E T A I N
R E T A I N
SEE DETAIL 3
EST 5 SY FF
EST 3 TONS
CLASS ’B’ RIP RAP
PROTECTION
RIP RAP EMBANKMENT
TIE TO EXISTING DITCH
T
B
T
B
T
B
T
B
T
B
T B
T B
PI = 12+70.00
EL = 641.23’
(-
)6 .
1 0
0
0 %(+)4 .4 0 0 0 %
VC = 280’
K = 27
TIE TO EXIST PAVEMENT
ELEV = 649.77’
-L- STA 11+30.00
BEGIN GRADE
TIE TO EXIST PAVEMENT
ELEV = 647.39’
-L- STA 14+10.00
END GRADE
DS = 25 MPH
SKEW = 110
CL ELEV = 645.05’
CL STA 12+57.00 -L-
CONSPAN ARCH CULVERT
1 @ 20’ x 7’ BOTTOMLESS
(MARCH 13, 2012)
NORMAL WSEL = 635.8’
*
ELEV = 638.02
-L- STA 12+30
DITCH GRADE LT
END SPECIAL
ELEV = 646.56
-L- STA 11+50
DITCH GRADE LT
BEGIN SPECIAL
(-)
9 .
1 0
%(-)1 3 .3 3
%
(
-
)
6 .
8 4 %
(-)
8 .
8
9
%

ELEV = 646.52
-L- STA 11+50
DITCH GRADE RT
BEGIN SPECIAL

ELEV = 637.50
-L- STA 12+63
DITCH GRADE RT
END SPECIAL

ELEV = 642.67
-L- STA 13+50
DITCH GRADE RT
END SPECIAL (+)6 .9 6 %

ELEV = 638.00
-L- STA 12+80
DITCH GRADE RT
BEGIN SPECIAL

E
L
E
V
=

6
4
2
.0
1
-
L
-

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T
A

1 2
+
0
0

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T

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=

6
4
3
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-
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-

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T
A

1 2
+
0
0

R
T
EXIST BEDROCK
KEYED 1’ INTO
FOOTING TO BE

D
-L- POC Sta. 12+57.00
CONSPAN ARCH CULVERT
1 @ 20’ x 7’ BOTTOMLESS
(S R 2 7 1 7 )T I C K L E R D
(S R 2 7 1 7 )
T I C K L E R D
1 9 ’ B S T
1 9 ’ B S T
F
F
F
F
F
F
C
C
C
S S
TS TS
TS
TS
TS
TS
TS
TS
1 2 " R C P
1 5 " R C P
1 5
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1 2
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O I L
&
G R
A V E
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E X I S T I N G R /W
E X I S T I N G R /W
E X I S T I N G R /W
E X I S T I N G R /W
R
E
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D
Y
F
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K
C
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K
T
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6
0
.
0
0
’
6
0
.
0
0
’
E X I S T I N G R /W
E X I S T I N G R /W
E X I S T I N G R /W
E X I S T I N G R /W
Charles K. Wagoner & wife Brenda
DB 6200 PG 1370
DB 5790 PG 1440
PB 155 PG 32
Talmadge L. Ingle & wife Christie
DB 3969 PG 1743
PB 104 PG 136
D B 1 7 5 2 P G 5 0 8
Catherine E. Jobe
Diane B. Anderson
6
3
5
6
4
0
6
4
0
6 4 5
6
4
5
6 5 0
6 5 0
6
5
0
650
6
5
5
6 5 5
6 6 0
6 6 0
6
6
5
1
2
3
4 HYDRAULICS ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.
P.O. BOX 33068
RALEIGH, N.C. 27636-3068
CONST. REV.
RIGHT-OF-WAY REV.
9
/
1 7
/
2
0
1 2
R
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I O
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S
K
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_
h
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_
p
r
m
_
w
e
t
_
p
s
h
.d
g
n
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PROJECT REFERENCE NO.
17BP.7.R.9
660
650
640
600
610
620
630
660
650
640
600
610
620
630
14 13 12 11
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE
DESIGN FREQUENCY
DESIGN HW ELEVATION
BASE DISCHARGE
BASE FREQUENCY
OVERTOPPING DISCHARGE
BASE HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY = 635.8 FT
= 03/13/12
= 645.2 FT
> 100 YR
= 1070 CFS
= 642.7 FT
= 100 YR
= 900 CFS
= 640 FT
= 25 YR
= 650 CFS
N
A
D

8
3
/N
S
R
S

2
0
0
7
N
C

G
R
I
D
DIVISION OF HIGHWAYS
N. C. DEPT. OF TRANSPORTATION
OVER
50 0 100 50 0 100
PROJECT: 17BP.7.R.9 (400187)
BRIDGE NO. 187 ON SR 2717
REEDY FORK CREEK TRIBUTARY
DATE: 07/17/2012
GUILFORD COUNTY
IN SURFACE WATER
DENOTES IMPACTS
NOTE: ALL BANK STABLIZATION PLACED ABOVE OHW.
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
OAL 18’
EXIST TIMBER DECK
T
B
(STRUCTURE PAY ITEM)
CLASS II RIP RAP
DITCH
TIE TO EXISTING
TO 13+00 -L- (RT)
GUTTER FROM STA. 12+24
INSTALL SHOULDER BERM
SEE DETAIL 1
EST 55 SY FF
EST 28 TONS
W/ CLASS ’B’ RIPRAP
SPECIAL LATERAL ’V’ DITCH
SEE DETAIL 2
EST 80 SY FF
EST 35 TONS
W/ CLASS ’B’ RIPRAP
SPECIAL LATERAL ’V’ DITCH
SEE DETAIL 2
EST 50 SY FF
EST 25 TONS
W/ CLASS ’B’ RIPRAP
SPECIAL LATERAL ’V’ DITCH
DITCH
TIE TO EXISTING
2GI
TB
EST 7 SY FF
EST 2 TONS
OUTLET PROTECTION
CLASS ’B’ RIP RAP
15" RCP-III
SEE DETAIL 3
EST 5 SY FF
EST 3 TONS
CLASS ’B’ RIP RAP
RIP RAP EMBANKMENT PROTECTION
SEE DETAIL 3
EST 5 SY FF
EST 3 TONS
CLASS ’B’ RIP RAP
RIP RAP EMBANKMENT PROTECTION
R E T A I N
R E T A I N
SEE DETAIL 3
EST 5 SY FF
EST 3 TONS
CLASS ’B’ RIP RAP
PROTECTION
RIP RAP EMBANKMENT
TIE TO EXISTING DITCH
T
B
T
B
T
B
T
B
T
B
T B
T B
PI = 12+70.00
EL = 641.23’
(-
)6 .
1 0
0
0 %(+)4 .4 0 0 0 %
VC = 280’
K = 27
TIE TO EXIST PAVEMENT
ELEV = 649.77’
-L- STA 11+30.00
BEGIN GRADE
TIE TO EXIST PAVEMENT
ELEV = 647.39’
-L- STA 14+10.00
END GRADE
DS = 25 MPH
SKEW = 110
CL ELEV = 645.05’
CL STA 12+57.00 -L-
CONSPAN ARCH CULVERT
1 @ 20’ x 7’ BOTTOMLESS
(MARCH 13, 2012)
NORMAL WSEL = 635.8’
*
ELEV = 638.02
-L- STA 12+30
DITCH GRADE LT
END SPECIAL
ELEV = 646.56
-L- STA 11+50
DITCH GRADE LT
BEGIN SPECIAL
(-)
9 .
1 0
%(-)1 3 .3 3
%
(
-
)
6 .
8 4 %
(-)
8 .
8
9
%

ELEV = 646.52
-L- STA 11+50
DITCH GRADE RT
BEGIN SPECIAL

ELEV = 637.50
-L- STA 12+63
DITCH GRADE RT
END SPECIAL

ELEV = 642.67
-L- STA 13+50
DITCH GRADE RT
END SPECIAL (+)6 .9 6 %

ELEV = 638.00
-L- STA 12+80
DITCH GRADE RT
BEGIN SPECIAL

E
L
E
V
=

6
4
2
.0
1
-
L
-

S
T
A

1 2
+
0
0

L
T

E
L
E
V
=

6
4
3
.1 0
-
L
-

S
T
A

1 2
+
0
0

R
T
EXIST BEDROCK
KEYED 1’ INTO
FOOTING TO BE

D
-L- POC Sta. 12+57.00
CONSPAN ARCH CULVERT
1 @ 20’ x 7’ BOTTOMLESS
(S R 2 7 1 7 )T I C K L E R D
(S R 2 7 1 7 )
T I C K L E R D
1 9 ’ B S T
1 9 ’ B S T
F
F
F
F
F
F
C
C
C
S S
TS TS
TS
TS
TS
TS
TS
TS