20130691 Ver 1_Permit Drawings_20140115

gamy
\ORT
VICINITI
MAPS
(NOT TO SCALE)
CAROL
BRIDGE No. 59
\ A
1130 1132
NCDO
DIVISION OF HIGHWAYS
NASH COUNTY
PROJECT: 45350.1.12 (BD-5104K)
REPLACE BRIDGE ;159
ON SR 1109 OVER
TURKEY CREEK
SHEET OF 6 % 11 % 2013

TOPO MAP
SCALE: 1" _ 4000'
NCDO
IDIVIISION OF HIGHWAYS
NASH COUNTY
PROJECT: 45350.1.12 (D-5104K)
REPLACE I., I'.' IIIDGE u59
ON SR 1109 OVER
TURKEY CREEK
SHEET
OF 5//11i201;

II)
OPE
II)
TY OWNERS
NAMES AND ADD
1EFE h IENCIE NO. NAMES
II
ESSES
ADD IR ESSES
1
CITY OF W I LSON
PO I10N 10
WILSON, NC 27893
NCDOT
DIVISION OF HIGHWAYS
NASH COUNTY
PROJECT: 45350.1.12 (BD-5104K)
REPLACE BRIDGE /459
ON SR 1109 OVER
TURKEY CREEK
SHEET OF 6//11//2013

RO
A
D

CR
O
S
S
I
N
G
B
R
I
D
G
E
PA
R
A
L
L
E
L

IM
P
A
C
T
ZO
N
E

1

(f
t
2)
ZO
N
E

2

(f
t
2)
TO
T
A
L

(f
t
2)
ZO
N
E

1

(f
t
2)
ZO
N
E

2

(f
t
2)
TO
T
A
L

(f
t
2)
ZONE 1 (ft2)ZONE 2 (ft2)
1
2@
5
0
'
,

1
@
3
0
'
'
,

2
1
"

Co
r
e
d

S
l
a
b
1
6
+
3
7
/
1
6
+
9
0

-
L
T
-
X
5
5
5
.
0
1
9
4
.
0
2
2@
5
0
'
,

1
@
3
0
'
'
,

2
1
"

Co
r
e
d

S
l
a
b
17
+
0
9
/
1
7
+
9
5

-
L
T
-
X
5
6
8
.
0
1
3
5
.
0
3
2@
5
0
'
,

1
@
3
0
'
'
,

2
1
"

Co
r
e
d

S
l
a
b
16
+
8
9
/
1
7
+
9
9

-
R
T
-
X
5
8
8
.
0
2
2
3
.
0
4
2@
5
0
'
,

1
@
3
0
'
'
,

2
1
"

Co
r
e
d

S
l
a
b
15
+
6
2
/
1
6
+
3
2

-
R
T
-
X
4
0
5
.
0
3
8
2
.
0
TO
T
A
L
:
21
1
6
.
0
9
3
4
.
0
0
.
0
0
.
0
0
.
0
0
.
0

S
H
E
E
T

O
F

PR
O
J
E
C
T
:

4
5
3
5
0
.
1
.
1
2

(
B
D
-
5
1
0
4
K
)
Br
i
d
g
e

#
5
9

o
v
e
r

T
u
r
k
e
y

C
r
e
e
k

6/11/2013
N.
C
.

D
E
P
T
.

O
F

T
R
A
N
S
P
O
R
T
A
T
I
O
N
DI
V
I
S
I
O
N

O
F

H
I
G
H
W
A
Y
S

NASH COUNTY
IM
P
A
C
T
BU
F
F
E
R

I
M
P
A
C
T
S

S
U
M
M
A
R
Y
TY
P
E
SI
T
E

N
O
.
ST
R
U
C
T
U
R
E

S
I
Z
E

/

TY
P
E
ST
A
T
I
O
N

(F
R
O
M
/
T
O
)
AL
L
O
W
A
B
L
E
M
I
T
I
G
A
B
L
E
BUFFER REPLACEMENT Rev. May 2006
EXISTING BRIDGE No. 59
24'-0"CLEAR ROADWAY
SPANS: 1 (Z 18'1", 1 (8 16'10",
2 (8 17'2", 1 (0 17'5", 1 (0 17'-9"
REINF. CONC. FLOOR ON TIMBER JOIST
END BENTS & INT. BENT -
TIMBER CAPS ON TIMBER PILES
TBM: BM"1
RR SPIKE IN BASE OF 10"OAK
53.48' RIGHT OF -L- STA. 15+96.55
ELEV. 175.59
200
190 =
180=
17O—
160=
F
REMOVAL OF
EXISTING PAVEMENT
STA. 14+34.48 -L- (PCC)
BEGIN PAVEMENT
STA. 13+50.00 -L-
CITY OF WILSON
DB 1584 PG 153
CITY OF WILSON
DB 1584 PG 153
WOODS
STA. 13+48.31 -Y- (PT)
WOODS
( nn
STA. 13+53.62 -Y- (POT)
CLASS 'B' RIP RAP
8 TON W/ 21 S.Y.
GEOTEXTILE
(TYP.)
PI = 14+25.00
EL = 179.47'
VC = 110'
K = 119
D.S. = 50 mph
(-)0.0316X `s (+10.8901/.
PI = 15+50.00
EL = 180.59'
VC = 130'
K = 109
D.S. = 50 mph
PI = 18+50.00
EL = 179.69'
VC = 40'
K =99
D.S. = 50 mph
(+)0.89017. (-)0.3000Z (-)0.3000Z (-)0.7024Z
GRADE DATA
-L- (SR 1109)
BEGIN PAVEMENT
STA. 13+50.00 -L-
MILLING LIMITS
100 YEAR
HIGH WATER
ELEV. 178.76
DENOTES UNCLASSIFIED
STRUCTURE EXCAVATION
Y- (FCC)
SITE 4
WOODS
GR LENGT
= 106'3"
RADIUS =
40'0"
PLAN
132'-6" TOTAL LENGTH
FILL FACE TO FILL FACE ALONG LONG CHORD
/ CLASSIFIED
TRUCTURE
EXCAVATION
(TYP.)
SCALE:1"= 20'
Of DENOTES GEO-TECH BORE HOLE LOCATIONS.
* DENOTES TYPE III GUARDRAIL CONNECTION REO'D.
SEE "GUARDRAIL ANCHORAGE FOR VERTICAL
CONCRETE BARRIER RAIL" SHEET.
NOTE: GUARDRAIL LENGTHS AS SHOWN INCLUDE
ANCHOR UNITS.
U.O.N.- UNLESS OTHERWISE NOTED
FOR PAVEMENT LAYOUT, R/W LAYOUT & PDE LAYOUT
SEE "ROADWAY DETAILS" SHEET 1 OF 2.
STA.16+23.70 -L-
WORK POINT 1
FILL FACE END BENT 1
STA. 16+12.67 -L-
BEGIN APPROACH SLAB
HP 12 X 53
STEEL PILES
(TYP.)
1'-0"MIN.
EARTH BERM
(TYP.)
STA. 16+74.94 -L-
WORK POINT 2
C BENT 1
BRIDGE
STA.16+90.00 -L-
-ELEV. 170.0
NOTES
1) TURKEY CREEK IS A BLUE LINE
SSGTRSEAQUM THE MIDDLESEX
U2) NO MORATORIUM FOR
NASH W59
3) METHOD III CLEARING AND
GRUBBING
STA. 17+25.07 -L-
WORK POINT 3
BENT 2
W.S. ON DATE
OF SURVEY
ELEV. 168.8
(12/13/12)
N.W.S.
ELEV. 168.8
14 X 73
STEEL PILES
(TYPJ
ELEV. 173.0
EXISTING UTILITIES TO BE
RELOCATED BY OTHERS.
XY/`X/�/`rS
/ /
F.A. PROJECT NO. BRZ-1109(10)
CITY OF WILSON
CO�/ /v DB 1584 PG 153
47
WOODS
SLOPE STAKE
LINE (TYP.)
RD' SR1109 20' BST
BUFFER IMPACTS
END GRADE
BEGIN RESURFACING
STA.19+50.00 -L
EX
CLASS 'B' RIP RAf°
2 TON W/ 7 OTTEXTILE S.Y. \ 4y1/
CITY OF WILSON
DB 1584 PG 153
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
EXCAVATION = 1485 SF
END GRADE
BEGIN RESURFACING
STA.19+50.00 -L-
STA. 17+56.30 -L-
WORK POINT 4
FILL FACE END BENT 2
G.P. ELEV. 179.97
STA. 17+67.33 -L-
END APPROACH SLAB
1'-0"(TYP.)
1V2:1 SLOPE NORMAL
TO CAP (TYP.)
CLASS II RIP RAP 2' THICK W/GEOTEXTILE
(TYPJ
14+00
15+00
16+00
PROFILE ALONG SURVEY
17+00
18+00
19+50
PERMIT DRAWINGS PREPARED BY,
ING
1130
F
EXIST N R/w
EXISTING
TELEPHONE LINE
BUFFER
ZONE 1
IMPACTS
BUFFER
ZONE 2
IMPACTS
SITE 1
555 SF
194 SF
SITE 2
568 SF
135 SF
SITE 3
588 SF
223 SF
SITE 4
405 SF
382 SF
TOTAL
2116 SF
934 SF
PROJECT NO, BD-5104K
NASH COUNTY
STATION: 1E±9QWQQ -L-
REPLACES BRIDGE NO. 59
STATE OF NORTH CAR:iH TT,�
DEPARTMENT OF TRANSPORTATION
RALEIGH
GENERAL DRAWING
BRIDGE ON SR 1109
OVER TURKEY CREEK
BETWEEN SR 1126 & SR 113O
33'-10" CLEAR ROADWAY - 90°SKEW
REVISIONS
DRAWN BY DATE •
CHECKED BY DATE •
SCALE:1"= 20'
PHOMESO NAM
DO MOT ROE FOR OO1(OTEICTIOK
ENGGINOEEIRING
1151 SE Cary Yukwy.SWI101. C,,y NC3y518
NO.
BY:
DATE.
NO.
BY:
1
3
2
4
TO1OL
SHEL S

EXISTING BRIDGE No. 59
24'-0"CLEAR ROADWAY
SPANS: 1 (8 18'1", 1 Gil 16'10",
2 (0 17'-2", 1 (8 17'5", 1 (8 17'-9"
REINF. CONC. FLOOR ON TIMBER JOIST
END BENTS & INT. BENT -
TIMBER CAPS ON TIMBER PILES
TBM: BM"1
RR SPIKE IN BASE OF 10"OAK
53.48' RIGHT OF -L- STA. 15+96.55
ELEV. 175.59
200
190 =
180=
17O-
160=
F
REMOVAL OF
EXISTING PAVEMENT
STA. 14+34.48 -L- (PCC)
j
BEGIN PAVEMENT
STA. 13+50.00 -L-
CITY OF WILSON
DB 1584 PG 153
WOOD
STA. 13+48.31 -Y
CITY OF WILSON
DB 1584 PG 153
WOODS
F z STA. 12+28.06 -Y- (FCC)
STA. 15+50.00 -L- (POC)=
STA. 13+53.62 -Y- (POT)
CLASS 'B' RIP RAP
8 TON W/ 21 S.Y.
GEOTEXTILE
(TYPJ
PI = 14+25.00
EL = 179.47'
VC = 110'
K = 119
D.S. = 50 mph
(-)0.0316X `s (+10.8901/.
PI = 15+50.00
EL = 180.59'
VC = 130'
K = 109
D.S. = 50 mph
PI = 18+50.00
EL = 179.69'
VC = 40'
K =99
D.S. = 50 mph
(+)0.89017. (-)0.3000Z (-)0.3000Z (-)0.7024Z
GRADE DATA
-L- (SR 1109)
BEGIN PAVEMENT
STA. 13+50.00 -L-
MILLING LIMITS
14+00
DRAWN BY DATE •
CHECKED BY DATE •
100 YEAR
HIGH WATER
ELEV. 178.76
DENOTES UNCLASSIFIED
STRUCTURE EXCAVATION
15+00
I v BEGIN A
° STA. 16+12.67
S 2°18' 36"E
SITE 4
WO
PLAN
132'-6" TOTAL LENGTH
FILL FACE TO FILL FACE ALONG LONG CHORD
SCALE: 1". 20'
Qiir DENOTES GEO-TECH BORE HOLE LOCATIONS.
* DENOTES TYPE III GUARDRAIL CONNECTION REO'D.
SEE "GUARDRAIL ANCHORAGE FOR VERTICAL
CONCRETE BARRIER RAIL" SHEET.
NOTE: GUARDRAIL LENGTHS AS SHOWN INCLUDE
ANCHOR UNITS.
U.O.N.- UNLESS OTHERWISE NOTED
FOR PAVEMENT LAYOUT, R/W LAYOUT & PDE LAYOUT
SEE "ROADWAY DETAILS" SHEET 1 OF 2.
STA.16+23.70 -L-
WORK POINT 1
FILL FACE END BENT 1
STA. 16+12.67 -L-
BEGIN APPROACH SLAB
HP 12 X 53
STEEL PILES
(TYPJ
1'-0" MIN.
EARTH BERM
'..--
(TYPJ
16+00
STA. 16+74.94 -L-
WORK POINT 2
C BENT 1
BRIDGE
STA.16+90.00 -L-
-ELEV. 170.0
NOTES
1) TURKEY CREEK IS A BLUE LINE
SSGTRSEAOUM THE MIDDLESEX
U2) NO MORATORIUM FOR
NASH °59
3) METHOD III CLEARING AND
GRUBBING
STA. 17+25.07 -L-
WORK POINT 3
BENT 2
-W.S. ON DATE
OF SURVEY
ELEV. 168.8
(12/13/12)
N.W.S.
ELEV. 168.8
PROFILE ALONG SURVEY
SCALE: 1". 20'
14 X 73
STEEL PILES
(TYPJ
17+00
ELEV. 173.0
EXISTING UTILITIES TO BE
RELOCATED BY OTHERS.
/ / /////////
F.A. PROJECT NO. BRZ-1109(10)
BUFFER IMPACTS
(11 CITY OF WILSON
DB 1584 PG 153
WOODS
WLg
LOPE STAKE
E 0P.)
END GRADE
BEGIN RESURFACING
STA. 19+50.00 -L
RD9
20' BST
CLASS 'B' RIP RAP
\
(92 TON
7 S.Y. /y�
(TY E
\ \
CITY OF WILSON
DB 1584 PG 153
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
EXCAVATION = 1485 SF
END GRADE
BEGIN RESURFACING
STA. 19+50.00 -L-
STA. 17+56.30 -L-
WORK POINT 4
FILL FACE END BENT 2
G.P. ELEV. 179.97
1'-0"(TYP.)
1/2:1 SLOPE NORMAL
TO CAP (TYP.)
CLASS II RIP RAP 2' THICK W/GEOTEXTILE
(TYPJ
pH© L UO HAM M
DO MOT USE FOR OO1(OTBBCTIOK
18+00
19+50
PERMIT DRAWINGS PREPARED BY:
ECOLOGICAL
ENGINEERING
ING
1130
F
EXISTING R/\
EXISTING
TELEPHONE LINE
BUFFER
ZONE 1
IMPACTS
BUFFER
ZONE 2
IMPACTS
SITE 1
555 SF
194 SF
SITE 2
568 SF
135 SF
SITE 3
588 SF
223 SF
SITE 4
405 SF
382 SF
TOTAL
2116 SF
934 SF
PROJECT NO. BD-5104K
NASH COUNTY
STATION: 1E±9Q•QQ -L-
REPLACES BRIDGE NO. 59
STATE OF NORTH CAR:HI T
DEPARTMENT OF TRANSPORTATION
RALEIGH
GENERAL DRAWING
BRIDGE ON SR 1109
OVER TURKEY CREEK
BETWEEN SR 1126 & SR 1130
33'-10" CLEAR ROADWAY - 90°SKEW
REVISIONS
NO.
BY:
DATE:
NO.
BY:
1
3
2
TO15.L
SHEL S
17,1 SE Cary Parkes, iti Gary NC 17519

Ha
n
d
Ex
i
s
t
i
n
g

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
nt

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

SW
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

We
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
1
6
+
4
4
/
1
6
+
6
6

-
L
T
-
2@
5
0
'
,

1
@
3
0
'
'
,

2
1
"

Co
r
e
d

S
l
a
b

<

0
.
0
1

<

0
.
0
1

TO
T
A
L
S
:

<

0
.
0
1

<

0
.
0
1

0
0
0
AT
N

R
e
v
i
s
e
d

3
/
3
1
/
0
5
SH
E
E
T

7/4/2013
WB
S

-

4
5
3
5
0
.
1
.
1
2

(
B
D
-
5
1
0
4
K
)

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
SU
R
F
A
C
E

W
A
T
E
R

I
M
P
A
C
T
S
WE
T
L
A
N
D

I
M
P
A
C
T
S
Br
i
d
g
e

#
5
9

o
v
e
r

T
u
r
k
e
y

C
r
e
e
k
NASH COUNTY
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
DI
V
I
S
I
O
N

O
F

H
I
G
H
W
A
Y
S
F.A. PROJECT NO. BRZ-1109(10)
EXISTING BRIDGE No. 59
24'-0"CLEAR ROADWAY
SPANS: 1 (8 18'1", 1 (8 16'10",
2 (0 17'2", 1 (8 17'5", 1 (0 17'-9"
REINF. CONC. FLOOR ON TIMBER JOIST
END BENTS & INT. BENT -
TIMBER CAPS ON TIMBER PILES
TBM: BM"1
RR SPIKE IN BASE OF 10" OAK
53.48' RIGHT OF -L- STA. 15+96.55
ELEV. 175.59
REMOVAL OF
EXISTING PAVEMENT
200
190 =
180=
17O-
160=
STA. 14+34.48 -L- (PCC)
BEGIN PAVEMENT
STA. 13+50.00 -L-
F
CITY OF WILSON
DB 1584 PG 153
BEGIN PAVEMENT
STA. 12+25.00 -Y-
CITY OF WILSON
DB 1584 PG 153
WOODS
STA. 13+48.31 -Y- (PT)
G RAW
C
Pr
( nn
SITE 1
F STA. 12+28.06 -Y- (FCC)
WOODS
PI = 14+25.00
EL = 179.47'
VC = 110'
K = 119
D.S. = 50 mph
(-)0.0316X (+)0.8901X
PI = 15+50.00
EL = 180.59'
VC = 130'
K = 109
D.S. = 50 mph
PI = 18+50.00
EL = 179.69'
VC =40'
K = 99
D.S. = 50 mph
_(+)0.89017. A (-)0.30007. (-)0.3000X (-)0.7024X
GRADE DATA
-L- (SR 1109)
BEGIN PAVEMENT
STA. 13+50.00 -L-
MILLING LIMITS
100 YEAR
HIGH WATER
ELEV. 178.76
DENOTES UNCLASSIFIED
STRUCTURE EXCAVATION
TYPE-350 l_
G.R. ANCHOR
(TYP.)
132'-6" TOTAL LENGTH
FILL FACE TO FILL FACE ALONG LONG CHORD
SPAN 'A'
WOODS
SITE 1
TA5 16+19.42 -L- (PCC)
WORK POINT 1
STA. 16+23.70 -L
SITE 4
GR LENGT
= 106'3"
RADIUS =
40'0"
?
WOR? POINT 2
PLAN
50'-1V2„
SPAN '
/ CLASSIFIED
TRUCTURE
EXCAVATION
(TYPJ
BRIDGE
STA. 16+9
SCALE:1"= 20'
Qiir DENOTES GEO-TECH BORE HOLE LOCATIONS.
* DENOTES TYPE III GUARDRAIL CONNECTION REO'D.
SEE "GUARDRAIL ANCHORAGE FOR VERTICAL
CONCRETE BARRIER RAIL" SHEET.
NOTE: GUARDRAIL LENGTHS AS SHOWN INCLUDE
ANCHOR UNITS.
U.O.N. - UNLESS OTHERWISE NOTED
FOR PAVEMENT LAYOUT, R/W LAYOUT & PDE LAYOUT
SEE "ROADWAY DETAILS" SHEET 1 OF 2.
STA.16+23.70 -L-
WORK POINT 1
FILL FACE END BENT 1
STA. 16+12.67 -L-
BEGIN APPROACH SLAB
HP 12 X 53
STEEL PILES
(TYPJ
1'-0" MIN.
EARTH BERM
'-
(TYPJ
STA. 16+74.94 -L-
WORK POINT 2
C BENT 1
BRIDGE
STA.16+90.00 -L-
-ELEV. 170.0
SPAN C'
SPR
TELE
EXISTING UTILITIES TO BE
RELOCATED BY OTHERS.
CLASS II R
W/ GEOTEX
(TYPJ
STREAM AND WETLAND IMPACTS
CITY OF WILSON
40z,�/ DB 1584 PG 153
RAP
LE
APPROACH SL
S A.17+67.33
ENGTH
3"
STA. 17+5.. 0
WORK POINT 3
STA. 17+25.07 -L-
NOTES
1) TURKEY CREEK IS A BLUE LINE
SSGTRSEAQUM THE MIDDLESEX
U2/NO MORATORIUM FOR
NASH W59
3) METHOD III CLEARING AND
GRUBBING
STA. 17+25.07 -L-
WORK POINT 3
BENT 2
W.S. ON DATE
OF SURVEY
ELEV. 168.8
(12/13/12)
N.W.S.
ELEV. 168.8
14 X 73
STEEL PILES
(TYPJ
ELEV. 173.0
CITY OF WILSON
DB 1584 PG 153
DENOTES HAND
CLEARING
DENOTES EXCAVATION
IN WETLAND
WOODS
SLOPE STAKE
LINE (TYPJ
CLASS 'B' RIP RAP \
2 TON W/ 7 S.Y. !y
OTEXTILE �B EXISTING
\ \ TELEPHONE LINE
NOTE:
0.01 ACRES OF
TEMPORARY IMPACT
FOR EC DEVICES
WL�
END GRADE
BEGIN RESURFACING
STA. 19+50.00 -L
SITE 3
EXCAVATION = 1485 SF
END GRADE
BEGIN RESURFACING
STA. 19+50.00 -L-
STA. 17+56.30 -L-
WORK POINT 4
FILL FACE END BENT 2
G.P. ELEV. 179.97
STA. 17+67.33 -L-
END APPROACH SLAB
1'-0"(TYP.)
1/2:1 SLOPE NORMAL
TO CAP (TYPJ
CLASS II RIP RAP 2' THICK W/GEOTEXTILE
(TYPJ
14+00
15+00
16+00
PROFILE ALONG SURVEY
17+00
18+00
19+50
PERMIT DRAWINGS PREPARED BY.
F
EXIs r N Riw
EXCAVATION
WETLIN ANDS
HAND
CLEARING
AC
SQ FT
AC
SQ FT
SITE 1
<0.01
17
<0.01
351
TOTAL
<0.01
17
<0.01
351
PROJECT NO, BD-5104K
NASH COUNTY
STATION: 1E±9QWQQ -L-
REPLACES BRIDGE NO. 59
STATE OF NORTH CGROI TV,
DEPARTMENT OF TRANSPORTATION
RALEIGH
I 33'-10" CLEAR ROADWAY - 90°SKEW
REVISIONS
DRAWN BY : DATE •
CHECKED BY
DATE •
SCALE: 1". 20'
pH© L UU HAM M
D® MOT DOE TOM CSEDTRECTISE
ENGGINOEEIRING
1151 SE Cary h,kwy.SWI101. C.,y NC3y518
NO.
BY:
DATE.
NO.
BY:
1
9
3
2
4
T015.L
SHEL S

F.A. PROJECT NO. BRZ-1109(10)
EXISTING BRIDGE No. 59
24'-0"CLEAR ROADWAY
SPANS: 1 (0 18'1", 1 (8 16'10",
2 (0 17'-2", 1 (0 17'5", 1 (0 17'-9"
REINF. CONC. FLOOR ON TIMBER JOIST
END BENTS & INT. BENT -
TIMBER CAPS ON TIMBER PILES
TBM: BM"1
RR SPIKE IN BASE OF 10"OAK
53.48' RIGHT OF -L- STA. 15+96.55
ELEV. 175.59
200
190 =
180=
170-
160=
REMOVAL OF
EXISTING PAVEMENT
STA.14+34,48 -L- (PCC)
BEGIN PAVEMENT
STA.13+50.00 -L-
CITY OF WILSON
DB 1584 PG 153
BEGIN PAVEMENT
STA. 12+25.0
CITY OF WILSON
DB 1584 PG 153
WOODS
STA. 13+48.31 -Y
C
Pr
cnns
SITE 1
F STA. 12+28.06 -Y- (PCC)
�?c
WOODS
PI = 14+25.00
EL = 179.47'
VC = 110'
K = 119
D.S. = 50 mph
(-)0.0316X (+)0.8901X
PI = 15+50.00
EL = 180.59'
VC = 130'
K = 109
D.S. = 50 mph
_(+)0.89017. A (-)0.30007.
GRADE DATA
-L- (SR 1109)
PI = 18+50.00
EL = 179.69'
VC =40'
K = 99
D.S. = 50 mph
(-)0.3000% (-)0.7024%
BEGIN PAVEMENT
STA. 13+50.00 -L-
MILLING LIMITS
100 YEAR
HIGH WATER
ELEV. 178.76
DENOTES UNCLASSIFIED
STRUCTURE EXCAVATION
WO
, TYPE-350
G.R. ANCHOR
(TYPJ
STA, 16+19.42 -L- (PCC)
Or
GR LENGT
= 106'-3
RADIUS
-
G" LENGT--
= 81'-
(TY•. .O.N.)
STA.16+23.70 -L-
PLAN
132'-6" TOTAL LENGTH
FILL FACE TO FILL FACE ALONG LONG CHORD
SCALE: 1". 20'
DENOTES GEO-TECH BORE HOLE LOCATIONS.
* DENOTES TYPE III GUARDRAIL CONNECTION REO'D.
SEE "GUARDRAIL ANCHORAGE FOR VERTICAL
CONCRETE BARRIER RAIL" SHEET.
NOTE: GUARDRAIL LENGTHS AS SHOWN INCLUDE
ANCHOR UNITS.
U.O.N.- UNLESS OTHERWISE NOTED
FOR PAVEMENT LAYOUT, R/W LAYOUT & PDE LAYOUT
SEE "ROADWAY DETAILS" SHEET 1 OF 2.
STA.16+23.70 -L-
WORK POINT 1
FILL FACE END BENT 1
STA. 16+12.67 -L-
BEGIN APPROACH SLAB
HP 12 X 53
STEEL PILES
(TYPJ
1'-0" MIN.
EARTH BERM
(TYP.)
STA. 16+74.94 -L-
WORK POINT 2
C BENT 1
BRIDGE
STA.16+90.00 -L-
-ELEV. 170.0
NOTES
1) TURKEY CREEK IS A BLUE LINE
SSGTRSEAQUM THE MIDDLESEX
U2/NO MORATORIUM FOR
NASH .59
3) METHOD III CLEARING AND
GRUBBING
STA.17+25.07 -L-
WORK POINT 3
BENT 2
-W.S. ON DATE
OF SURVEY
ELEV. 168.8
(12/13/12)
N.W.S.
ELEV. 168.8
14 X 73
STEEL PILES
(TYPJ
❑--
ELEV. 173.0
EXISTING UTILITIES TO BE
RELOCATED BY OTHERS.
///�
STREAM AND WETLAND IMPACTS
(1, CITY OF WILSON
DB 1584 PG 153
WOODS
OPE STAKE
L EgIYP)
NOTE:
0.01 ACRES OF
TEMPORARY IMPACT
FOR EC DEVICES
WL3
E-ND GRADE
BEGIN -- URFACIh1G---
CLASS 'B' RIP RA .
2 TON W/ 7 S.Y. \>il�
OTEXTILE
SITE 3
CITY OF WILSON
DB 1584 PG 153
DENOTES HAND
CLEARING
DENOTES EXCAVATION
IN WETLAND
EXCAVATION = 1485 SF
END GRADE
BEGIN RESURFACING
STA. 19+50.00 -L-
STA. 17+56.30 -L-
WORK POINT 4
FILL FACE END BENT 2
G.P. ELEV. 179.97
1'-0"(TYP.)
1/2:1 SLOPE NORMAL
TO CAP (TYPJ
CLASS II RIP RAP 2' THICK W/GEOTEXTILE
(TYPJ
v
14+00
DRAWN BY : DATE •
CHECKED BY DATE •
15+00
16+00
PROFILE ALONG SURVEY
SCALE: 1". 20'
17+00
pH© L UU HAM M
88 MOT NE FOR CSEIYRECTISE
18+00
19+50
PERMIT DRAWINGS PREPARED BY:
ECOLOGICAL
ENGINEERING
-EXISTING
TELEPHONE LINE
EXCAVATION
WETLIN ANDS
HAND
CLEARING
AC
SQ FT
AC
SQ FT
SITE 1
<0.01
17
<0.01
351
TOTAL
<0.01
17
<0.01
351
PROJECT NO, BD-5104K
NASH COUNTY
STATION: 1E±9Q•QQ -L-
REPLACES BRIDGE NO. 59
STATE OF NORTH CGROI T1T
DEPARTMENT OF TRANSPORTATION
RALEIGH
33'-10" CLEAR ROADWAY - 90°SKEW
REVISIONS
NO.
BY:
DATE:
NO.
BY:
1
9
3
2
T015.L
SHEL S
H)i Cary NC27518