20150387 Ver 1_160106_Permit Drawings_Color_20150422

BRIDGE 106
SR

1
1
5
6
(O A K V I E W L O O P )
S R 1 7 5 1 (F I T C H R D )
S R 1 1 1 9 (A LV IS BOSW E L L R D )
BURK ES CREEK
U T
PENSON CREE K
B Y R D S C R E E K
S
R

11
3
3
(
C
H
E
R
R
Y

G
R
O
V
E

R
D
)
Bridge 106
Caswell County
North Carolina SHEET 1
0 2,000 4,000
Feet
Express Design - Build Bridge Program
Division 7A
NCDOT
Division of Highways
GUILFORD
STOKES
PERSON
CASWELL
ORANGEFORSYTH
YADKIN
DAVIE
ROCKINGHAM
ALAMANCE
DUR
BRUNSWICK
VICINITY MAP
Ha
n
d
Existing Existing
Pe
r
m
a
n
e
n
t
T
e
m
p
.

E
x
c
a
v
a
t
i
o
n
M
e
c
h
a
n
i
z
e
d

C
l
e
a
r
i
n
g
P
e
r
m
a
n
e
n
t

T
e
m
p
.

C
h
a
n
n
e
l
C
h
a
n
n
e
l
N
a
t
u
r
a
l

Si
t
e
S
t
a
t
i
o
n
S
t
r
u
c
t
u
r
e
F
i
l
l

I
n
F
i
l
l

I
n
i
n

C
l
e
a
r
i
n
g
i
n

S
W

S
W
I
m
p
a
c
t
s
I
m
p
a
c
t
s
S
t
r
e
a
m
No
.
(
F
r
o
m
/
T
o
)
S
i
z
e

/

T
y
p
e
W
e
t
l
a
n
d
s
W
e
t
l
a
n
d
s

W
e
t
l
a
n
d
s
i
n

W
e
t
l
a
n
d
s

W
e
t
l
a
n
d
s
i
m
p
a
c
t
s
i
m
p
a
c
t
s
P
e
r
m
a
n
e
n
t
T
e
m
p
.
D
e
s
i
g
n

(
a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
f
t
)
(
f
t
)
(
f
t
)

1
2
+
9
3

t
o

1
3
+
2
7
B
r
i
d
g
e

<

0
.
0
1
<

0
.
0
1
1
6
2
0

TO
T
A
L
S
*
:

<

0
.
0
1
<

0
.
0
1
1
6
2
0
0
*R
o
u
n
d
e
d

t
o
t
a
l
s

a
r
e

s
u
m

o
f

a
c
t
u
a
l

i
m
p
a
c
t
s
NO
T
E
S
:
Re
v
i
s
e
d

2
0
1
3

1
0

2
4
SH
E
E
T

2OF 6
Pe
r
m
a
n
e
n
t

S
u
r
f
a
c
e

W
a
t
e
r

I
m
p
a
c
t
s

a
r
e

f
o
r

t
h
e

r
e
m
o
v
a
l

o
f

t
h
e

e
x
i
s
t
i
n
g

b
e
n
t
s

a
t

w
a
t
e
r
s

e
d
g
e
.
Te
m
p
o
r
a
r
y

S
u
r
f
a
c
e

W
a
t
e
r

I
m
p
a
c
t
s

a
r
e

f
o
r

t
h
e

c
o
n
s
t
r
u
c
t
i
o
n

a
c
c
e
s
s

t
o

r
e
m
o
v
e

t
h
e

e
x
i
s
t
i
n
g

i
n
t
e
r
i
o
r

b
e
n
t
s
.

W
E
T
L
A
N
D

P
E
R
M
I
T

I
M
P
A
C
T

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

I
M
P
A
C
T
S
SU
R
F
A
C
E

W
A
T
E
R

I
M
P
A
C
T
S
Caswell County SF-160106 17BP.7.R.62
NC

D
E
P
A
R
T
M
E
N
T

O
F

T
R
A
N
S
P
O
R
T
A
T
I
O
N
DIVISION OF HIGHWAYS January 23, 2015
NAMES AND ADDRESSES
PARCEL NO.ADDRESSESNAMES
PROPERTY OWNERS
SHEET 3 OF 6
DIVISION OF HIGHWAYS
NCDOT
PROJECT: 17BP.7.R.62 (160106)
1/23/2015
ON SR 1156
16
17
18 1657 OAKVIEW LOOP ROAD, YANCEYVILLE, NC 27379
MARY SLAUGHTER CHANDLER
& PATRICIA CHANDLER
JOSEPH M. CHANDLER
and wife, MELISSA B. BEAGLE
IVAL KENNETH BEAGLE, JR.,
19
and wife, MELISSA B. BEAGLE
IVAL KENNETH BEAGLE, JR.,
1311 OAKVIEW LOOP ROAD, YANCEYVILLE, NC 27379
1657 OAKVIEW LOOP ROAD, YANCEYVILLE, NC 27379
2 CREEK DRIVE, ASHEVILLE, NC 28805
CASWELL COUNTY
BURKES CREEK
SR 1752
SR 1751
SR 1749
SR 1156
SR 1120
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
D
T
=
=
=
=
=MPH
ADT
% *
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
LOCATION:
TYPE OF WORK:
0
9
/
0
8
/
9
9
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
3
/
2
3
/
2
0
1
5
R
:
\
H
y
d
r
a
u
li
c
s
\
P
E
R
M
IT
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l\
D
r
a
w
i
n
g
s
\
16
0
1
0
6
_
p
e
r
_
t
s
h
.
d
g
n
e
r
i
g
g
s
C
O
N
T
R
A
C
T
:
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
RESURFACING
GRADING, DRAINAGE, PAVING, STRUCTURES AND
VICINITY MAP
PROJECT LENGTH
LETTING DATE:
DIVISION OF HIGHWAYS
CONTRACTOR :
SIGNATURE:
SIGNATURE:
P.E.
P.E.
RIGHT OF WAY DATE:
1-888-521-4455 OR 919-878-9560
NC LICENSE NO. F-0112
RALEIGH, NORTH CAROLINA 27609
900 RIDGEFIELD DRIVE, SUITE 350
RUMMEL, KLEPPER & KAHL, LLP
* TTST =3%DUAL 3%
6
& CONST.
PE, ROW, UTIL.
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
100
100
50 0 50
50 0 50
2010010
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
Michael T. Merritt, P.E.
B. Keith Skinner, P.E.
NCDOT CONTACT:
ENGINEER
HYDRAULICS
ENGINEER
DESIGN
ROADWAY
Virginia Mabry
PRIORITY PROJECTS OFFICE MANAGER
2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
LIMITS ESTABLISHED BY METHOD II.
1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE
NOTES:
2012 STANDARD SPECIFICATIONS
4
DHV N/A
N/A
-L-
17BP.7.R.62
17BP.7.R.62
C
2
0
3
3
1
3
TOTAL LENGTH TIP PROJECT 000144...............
LENGTH STRUCTURE TIP PROJECT 000144.......
LENGTH ROADWAY TIP PROJECT 000144........
JUNE 4, 2013
JUNE 4, 2013
GREENSBORO, NORTH CAROLINA 29492
300 S. BENBOW ROAD
THOMPSON ARTHUR
OFFSITE DETOUR
BRIDGE NO. 160106
B
R
I
D
G
E

16
0
1
0
6
OAKVIEW LOOP RD.
SR 1156
CASWELL COUNTY
-L- STA. 10+95.00
BEGIN PROJECT
-L- STA. 15+20.00
END PROJECT
-L- STA. 12+44.32
BEGIN BRIDGE
-L- STA. 13+66.78
END BRIDGE
B
U
R
KES
CR
E
E
K
BU
RKES

C
R
EEK
TO NC 62
TO FITCH
SR 1156 (OAKVIEW LOOP RD.)
BRIDGE NO. 160106 OVER BURKES CREEK ON
NSRS 20
0
7
N
A
D 83/
NSRS 2007
NAD 83/
Bridge No. 160106
**V 35
SUBREGIONAL TIER
60
0.080 mi
0.023 mi
0.057 mi
P
e
n
s
o
n
C
r
e
e
k
B
u
rk
e
s
C
re
e
k
Fitch
N
C 6
2
SR 1119
Alvis Boswell Rd.
SR 1156
Loop Rd.
Oakview
FUNC CLASS=LOCAL
WETLAND AND STREAM IMPACTS PERMIT
SHEET 4 OF 6
PERMIT DRAWING
ELEV = 569.04
BM1
12
and wife, MELISSA B. BEAGLE
IVAL KENNETH BEAGLE, JR.,
MARY SLAUGHTER CHANDLER
PATRICIA CHANDLER
JOSEPH M. CHANDLER &
EXISTING R/W
EXISTING R/W
4
0
.
0
0
’
EXISTING R/W
EXISTING R/W
4
0.0
0’
OAKVIEW LOOP RD.
SR 1156 18’ PAVED RD.
and wife, MELISSA B. BEAGLE
IVAL KENNETH BEAGLE, JR.,
SURFACE WATER
IMPACTS IN
S S SURFACE WATER
DENOTES IMPACTS IN
SURFACE WATER
IMPACTS IN8:1
8:1
8:1
8:1
E
X
IS
T
.
.0
4
.0
1
.0
2
.0
1
.0
0
.0
1
.0
2
.0
2
.0
3
.
0
4
.
0
5
.
0
6
.
0
7
.
0
8
.
0
9
.
1
0
E
XI
S
T.
+
4
0
.0
0
TO EXIST.65’ TAPER
TYP.15.5’
+
0
5
.
5
8
.0
3
.0
2
1
0
’
1
0
’
10
’
10
’
TO EXIST.
45’ TAPER
.0
2
+91.44
END SBG
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone]
8
/
1
7
/
9
9
3
/
2
3
/
2
0
1
5
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
1
6
0
1
0
6
_
p
e
r
_
w
e
t
_
n
o
c
o
n
.
d
g
n
e
r
i
g
g
s
ENGINEER
ROADWAY DESIGN
R/W SHEET NO.
ENGINEER
HYDRAULICS
SHEET NO.PROJECT REFERENCE NO.
N
A
D
83 (NSRS 2007)
13+0012+0011+00
4
-L-
160106
10+00
STA. 11+66.10 TO STA. 11+76.10STA. 10+97.09 TO STA. 11+07.09THE FOLLOWING LOCATIONS:USE FULL DEPTH PAVEMENT AT
550
560
570
580
590
550
560
570
580
590
14+00 15+00
BENCHMARK DATA
****************************************
RR SPIKE IN BASE OF 12" SYCAMORE
BL STATION 7+63.00 80 RIGHT
N 934554 E 1893906
BM1 ELEVATION = 569.04
****************************************
BENCHMARK DATA
****************************************
RR SPIKE IN BASE OF 12" SYCAMORE
BL STATION 7+63.00 80 RIGHT
N 934554 E 1893906
BM1 ELEVATION = 569.04
****************************************
BENCHMARK DATA
****************************************
RR SPIKE IN BASE OF 12" SYCAMORE
BL STATION 7+63.00 80 RIGHT
N 934554 E 1893906
BM1 ELEVATION = 569.04
****************************************
BENCHMARK DATA
****************************************
RR SPIKE IN BASE OF 12" SYCAMORE
BL STATION 7+63.00 80 RIGHT
N 934554 E 1893906
BM1 ELEVATION = 569.04
****************************************
BENCHMARK DATA
****************************************
RR SPIKE IN BASE OF 12" SYCAMORE
BL STATION 7+63.00 80 RIGHT
N 934554 E 1893906
BM1 ELEVATION = 569.04
****************************************
BENCHMARK DATA
****************************************
RR SPIKE IN BASE OF 12" SYCAMORE
BL STATION 7+63.00 80 RIGHT
N 934554 E 1893906
BM1 ELEVATION = 569.04
****************************************
SHOWN FOR CLARITY
HATCHING NOT
BENCH EXCAVATION
1"=25’
SCALE
SHEET 5 OF 6
PERMIT DRAWING
F
F
F
FC
F
F
F
F
PI Sta 14+95.04
D
L = 205.54’
T = 105.83’
R = 350.00’
10
1
5
-L- POT Sta. 10+00.00
-L- PC Sta. 13+89.21
-L- PT Sta. 15+94.75
-L- POT Sta. 15+99.95
-L- POC STA. 15+20.00
END PROJECT
-L- POT STA. 10+95.00
BEGIN PROJECT
SE = 0.06
V = 35mph
-L-
V = 35mph V = 35mph
-L- STA. 10+95.00
BEGIN GRADE
EL = 579.80’
-L- STA. 12+44.32
BEGIN BRIDGE
-L- STA. 13+66.78
END BRIDGE
-L- STA. 15+20.00
END GRADE
EL = 578.32’
PI = 11+75.00
EL = 577.15’
(-)0.3625%
VC = 150’
K = 51
PI = 14+35.00
EL = 576.21’
(+)2.4800%
VC = 140’
K = 49
(-)
3
.3107
%(-)0.3625%
BRIDGE HYDRAULIC DATA
STR #160106 Sta. 13+05.55 -L-
DESIGN FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING DISCHARGE = 2,100+
= 576.7 FT
CFS
YRS
FT
YRS
CFS
FT
CFS= 1,100
= 568.0
= 1,500
= 100
= 569.02
= 500+OVERTOPPING FREQUENCY
100 YEAR HW ELEVATION
100 YEAR FREQUENCY
100 YEAR DISCHARGE
DESIGN HW ELEVATION
DESIGN DISCHARGE
= 25 YRS
NWS ELEV SURVEYED = 04/2014
NORMAL WATER SURFACE ELEV = 564.1 FT
569.02’
100 YR
564.1’
NWS
( Not to Scale)
TOE PROTECTION
d
FROM -L- STA. 11+50 TO STA. 12+00 LT
Fill Slope2:1 or Flatter
d= 1.0 Ft.
Type of Liner= 25 SY PSRM
DETAIL A
Ground
Natural
PSRM
TB 2GI
5 SY GEO FAB
RIP RAP W/
1 TON CL B
0401
0402
FROM -L- STA. 13+33 TO STA. 13+58 LT
DETAIL B
GEOTEXTILE
GROUND
1.0’L
PLAN VIEW
PROFILE VIEW
4.0’
DECK DRAIN DISSIPATOR PAD
*NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS
Geotextile= 45 sy
Type of Liner= 15 TONS CL B Rip-Rap
L= See stations below
PAD
DISSIPATOR
( Not to Scale)
2 ELBOWS
15" W/SEE DETAIL A
TOE PROTECTION
SEE DETAIL B
DISSIPATOR PAD
DECK DRAIN
16
17
18
19
IN SURFACE WATER
TEMPORARY IMPACTS
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
IN SURFACE WATER
TEMPORARY IMPACTS
B
U
R
K
E
S

C
R
E
E
K
5
6
5
5
6
5
5
65
565
5
65
5
6
5
5
6
5
565
5
7
0
570
57
0
57
0
570
570
5
7
0
570
5
7
0
5
7
5
575
575
575
57
5
575
575
575
5
7
5
580
580
5
8
0
580
5
8
5
590
ELEV = 569.04
BM1
12
and wife, MELISSA B. BEAGLE
IVAL KENNETH BEAGLE, JR.,
MARY SLAUGHTER CHANDLER
PATRICIA CHANDLER
JOSEPH M. CHANDLER &
EXISTING R/W
EXISTING R/W
4
0
.
0
0
’
EXISTING R/W
EXISTING R/W
4
0.0
0’
OAKVIEW LOOP RD.
SR 1156 18’ PAVED RD.
and wife, MELISSA B. BEAGLE
IVAL KENNETH BEAGLE, JR.,
SURFACE WATER
IMPACTS IN
S S SURFACE WATER
DENOTES IMPACTS IN
SURFACE WATER
IMPACTS IN
5
7
0
8:1
8:1
8:1
8:1
E
X
IS
T
.
.0
4
.0
1
.0
2
.0
1
.0
0
.0
1
.0
2
.0
2
.0
3
.
0
4
.
0
5
.
0
6
.
0
7
.
0
8
.
0
9
.
1
0
E
XI
S
T.
+
4
0
.0
0
TO EXIST.65’ TAPER
TYP.15.5’
+
0
5
.
5
8
.0
3
.0
2
1
0
’
1
0
’
10
’
10
’
TO EXIST.
45’ TAPER
.0
2
+91.44
END SBG
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone]
8
/
1
7
/
9
9
3
/
2
3
/
2
0
1
5
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
1
6
0
1
0
6
_
p
e
r
_
w
e
t
_
c
o
n
.
d
g
n
e
r
i
g
g
s
ENGINEER
ROADWAY DESIGN
R/W SHEET NO.
ENGINEER
HYDRAULICS
SHEET NO.PROJECT REFERENCE NO.
N
A
D
83 (NSRS 2007)
13+0012+0011+00
4
-L-
160106
10+00
STA. 11+66.10 TO STA. 11+76.10STA. 10+97.09 TO STA. 11+07.09THE FOLLOWING LOCATIONS:USE FULL DEPTH PAVEMENT AT
550
560
570
580
590
550
560
570
580
590
14+00 15+00
BENCHMARK DATA
****************************************
RR SPIKE IN BASE OF 12" SYCAMORE
BL STATION 7+63.00 80 RIGHT
N 934554 E 1893906
BM1 ELEVATION = 569.04
****************************************
BENCHMARK DATA
****************************************
RR SPIKE IN BASE OF 12" SYCAMORE
BL STATION 7+63.00 80 RIGHT
N 934554 E 1893906
BM1 ELEVATION = 569.04
****************************************
BENCHMARK DATA
****************************************
RR SPIKE IN BASE OF 12" SYCAMORE
BL STATION 7+63.00 80 RIGHT
N 934554 E 1893906
BM1 ELEVATION = 569.04
****************************************
BENCHMARK DATA
****************************************
RR SPIKE IN BASE OF 12" SYCAMORE
BL STATION 7+63.00 80 RIGHT
N 934554 E 1893906
BM1 ELEVATION = 569.04
****************************************
BENCHMARK DATA
****************************************
RR SPIKE IN BASE OF 12" SYCAMORE
BL STATION 7+63.00 80 RIGHT
N 934554 E 1893906
BM1 ELEVATION = 569.04
****************************************
BENCHMARK DATA
****************************************
RR SPIKE IN BASE OF 12" SYCAMORE
BL STATION 7+63.00 80 RIGHT
N 934554 E 1893906
BM1 ELEVATION = 569.04
****************************************
SHOWN FOR CLARITY
HATCHING NOT
BENCH EXCAVATION
1"=25’
SCALE
SHEET 6 OF 6
PERMIT DRAWING
F
F
F
FC
F
F
F
F
PI Sta 14+95.04
D
L = 205.54’
T = 105.83’
R = 350.00’
10
1
5
-L- POT Sta. 10+00.00
-L- PC Sta. 13+89.21
-L- PT Sta. 15+94.75
-L- POT Sta. 15+99.95
-L- POC STA. 15+20.00
END PROJECT
-L- POT STA. 10+95.00
BEGIN PROJECT
SE = 0.06
V = 35mph
-L-
V = 35mph V = 35mph
-L- STA. 10+95.00
BEGIN GRADE
EL = 579.80’
-L- STA. 12+44.32
BEGIN BRIDGE
-L- STA. 13+66.78
END BRIDGE
-L- STA. 15+20.00
END GRADE
EL = 578.32’
PI = 11+75.00
EL = 577.15’
(-)0.3625%
VC = 150’
K = 51
PI = 14+35.00
EL = 576.21’
(+)2.4800%
VC = 140’
K = 49
(-)
3
.3107
%(-)0.3625%
BRIDGE HYDRAULIC DATA
STR #160106 Sta. 13+05.55 -L-
DESIGN FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING DISCHARGE = 2,100+
= 576.7 FT
CFS
YRS
FT
YRS
CFS
FT
CFS= 1,100
= 568.0
= 1,500
= 100
= 569.02
= 500+OVERTOPPING FREQUENCY
100 YEAR HW ELEVATION
100 YEAR FREQUENCY
100 YEAR DISCHARGE
DESIGN HW ELEVATION
DESIGN DISCHARGE
= 25 YRS
NWS ELEV SURVEYED = 04/2014
NORMAL WATER SURFACE ELEV = 564.1 FT
569.02’
100 YR
564.1’
NWS
( Not to Scale)
TOE PROTECTION
d
FROM -L- STA. 11+50 TO STA. 12+00 LT
Fill Slope2:1 or Flatter
d= 1.0 Ft.
Type of Liner= 25 SY PSRM
DETAIL A
Ground
Natural
PSRM
TB 2GI
5 SY GEO FAB
RIP RAP W/
1 TON CL B
0401
0402
FROM -L- STA. 13+33 TO STA. 13+58 LT
DETAIL B
GEOTEXTILE
GROUND
1.0’L
PLAN VIEW
PROFILE VIEW
4.0’
DECK DRAIN DISSIPATOR PAD
*NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS
Geotextile= 45 sy
Type of Liner= 15 TONS CL B Rip-Rap
L= See stations below
PAD
DISSIPATOR
( Not to Scale)
2 ELBOWS
15" W/SEE DETAIL A
TOE PROTECTION
SEE DETAIL B
DISSIPATOR PAD
DECK DRAIN
16
17
18
19
IN SURFACE WATER
TEMPORARY IMPACTS
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
IN SURFACE WATER
TEMPORARY IMPACTS
B
U
R
K
E
S

C
R
E
E
K