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STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
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RIGHT OF WAY DATE:
LETTING DATE:

0.113 MI.LENGTH OF ROADWAY T.I.P. PROJECT DB9-280424
LENGTH OF STRUCTURE T.I.P. PROJECT DB9-280424 0.032 MI
0.145 MI
40
2030
DAVIDSON COUNTY
BRIDGE #424
PROJECTEND
TOTAL LENGTH OF T.I.P. PROJECT DB9-280424
11000
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NCDOT CONTACT:
TRANSPORTATION PROGRAM MANAGEMENT UNIT
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2206
SR 2205
SR 3346
LEXINGTON
OVER NC 8 (S. TALBERT BLVD.) & DARR BRANCH
BRIDGE NO. 424 ON SR 1243 (E. CENTER STREET)
K. ZAK HAMIDI, PE
APRIL 17, 2012
APRIL 17, 2012

TO I-85
-L- STA. 16+28.73
BEGIN BRIDGE
-L- STA. 17+96.40
END BRIDGE
WETLAND AND SURFACE WATER IMPACTS PERMIT
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END PROJECT DB9-280424
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2 4 84
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PROFILE (HORIZONTAL)
PLANS
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FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
PREPARED IN THE OFFICE OF:
801 Jones Franklin Road, Suite 300
Stantec Consulting Inc.
Raleigh, NC U.S.A.
27606
2012 STANDARD SPECIFICATIONS
Fax. [phone]
www.stantec.com
Tel. [phone]
NAD 83
WETLAND AND SURFACE WATER IMPACTS PERMIT
1-
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0
.
0
0
SEE DETAIL - SHEET 2
TO THE EXISTING ASPHALT PAVEMENT.
TIE IN TO PROVIDE A SMOOTH TRANSITION
INCIDENTAL MILL AT EACH
LATERAL ’V’ DITCH
( Not to Scale)
2:
1 2:1
D
b
d
1"/Ft.
FROM STA. 15+42 TO STA. 16+15 -L- RT
Slope
Fill
Type of Liner= Class 1 Rip-Rap b=5.0 Ft.
Max. d=2.0 Ft.
Min. D=2.0 Ft.
DETAIL 2
Ground
Natural
Geotextile
2:12:
1
D
( Not to Scale)
d
STANDARD ’V’ DITCH
FROM STA. 16+15 TO STA. 16+94 -L- RT
Type of Liner= Class 1 Rip-Rap
Max. d= 2.0 Ft.
Min. D= 2.0 Ft.
DETAIL 3
Ground
Natural
Ground
Natural
Geotextile
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 16+87 TO STA. 17+00 -L- RT
DETAIL 4
Grade
Ditch
1.0’
GEOTEXTILE
Geotextile= 9 sy
Type of Liner= 5 TONS, CL I Rip-Rap
1.0’min.
1.0’min.
LATERAL BASE DITCH
2:
1 2:1
b
d
D
B
( Not to Scale)
0.08 FT/FT
FROM STA. 17+13 TO STA. 18+85 -Y- RT
DETAIL 1
b= 10 Ft.
B= 10 Ft.
Max. d= 7.0 Ft.
Min. D= 7.0 Ft.
Std. No. 876.01
*When B is > 6.0’-
Type of Liner= Class I Rip-Rap
Ground
Natural
Slope
Fill
Geotextile
R
E
V
IS
I
O
N
S

SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

R/W SHEET NO.8
/
1
7
/
9
9
3
/
12
/
2
0
15
2
8
0
4
2
4
_
H
y
d
_
p
r
m
_
w
e
t
_
p
s
h
0
4
.
d
g
n
b
s
m
i
t
h
Structure No. 280424
DB9-280424
48" CONC
WOODS
WOODS
E
O
T
BST
E
OT
EOT
M
O
R
G
A
N
D
R.
1SFBUS
E. CENTER ST. S.R. 1243
66" CONC
66" CONC
1SBKBUS
19
’ B
S
T
2
6
’

B
S
T
2
6
’

B
S
T18’ BST
12" RCP
18" RCP
12"
R
C
P
DIANE FAW SHAW
HOMES & SERVICES
UNITED CHURCH
PROPERTIES
CENTRAL CAROLINA
E
XIS
TI
N
G
R/
W
EXISTING R/
W
R
/W
E
X
IS
T
IN
G
15
"

P
V
C
8" VC
T
8
"

V
C
1
5
"
P
V
C
APPROXIMATE

L
O
C
A
T
I
O
N
6" VC
L
O
C
A
TI
O
N
A
P
P
R
O
X.
15
"

P
V
C
W/LT
11
W/LT
13
CRCR
CR
15+00
PO
T
St
a.
10+00.
00
-RPC- POT Sta. 11+72.69
-L- POT STA. 15+41.39 =
-L-
-
Y
-
MATCH EXISTING
-L- POT STA. 13+92.00
BEGIN CONSTRUCTION
BEGIN PROJECT
-
R
P
C-
T
A
L
B
E
R
T

B
L
V
D
.
SR 1243 E. CENTER STREET
D
C B
A
MATCH EXISTING
-RPC- POT STA. 10+40.00
BEGIN CONSTRUCTION
11+
0
0
S
D
A
R
R

B
R
A
N
C
H
CB CB
CB
CB
CB
CB
EST 5 SY GF
EST 1 TON
CL B RIP RAP
RETAIN
15" RCP-IV
RETAIN REPLACE
REMOVE AND
18" RCP-IV 18" RCP-IV
n= 0.055
s= 0.085
d= 1.1 FT
V= 4.9 FT/S
Q= 11.4 CFS
Sta.= 16+94 -L-
RETAIN
REPLACE
REMOVE AND
SEE DETAIL 4
AT EMBANKMENT
CLASS I RIP RAP
SEE DETAIL 2
CLASS 1 RIP RAP
LAT V-DITCH
SEE DETAIL 3
CLASS 1 RIP RAP
STANDARD V-DITCH
CB
15" RCP-IV
TO BE REMOVED
EXISTING 8’x7’ RCBC
SEE DETAIL #1
ON BANKS ONLY
W/ CLASS I RIP RAP
LAT 10’ BASE DITCH
TO SHOULDER POINT
CLASS II RIP RAP
MATTING
FIBER
COIR
15" RCP-IV
1
8
"

R
C
P
-
II
I

18
"
CB
w/MH
TB JB
18" RCP-IV
10 20 40200
PLANS
F
F
F
F
F
F
FFC
C F
F
F
F
F
F
F
F
SHEET 3 OF 5
PERMIT DRAWING
6 6 9
6
6
9
6
7
0
6
7
0
6
7
1
671
6
7
1
6
7
2
6
7
2
6
7
2
6
7
2
6
7
3
6
7
3
673 6
7
3
6
7
3
6
7
4
6
7
4
6
7
4
6
7
4
6
7
4
6
7
5
6
7
5
6
7
5
6
7
5
6
7
5
6
7
5
6
7
5
6
7
5
6
7
6
6
7
6
6
7
6
6
7
6
6
7
6
6
7
7
6
7
7
6
7
7
6
7
7
6
7
7
6
7
7
6
7
8
6
7
8
6
7
8
6
7
8
6
7
8
6
7
8
6
7
8
6
7
9
6
7
9
6
7
9
6
7
9
6
7
9
679
6
7
9
6
8
0
6
8
0
6
8
0
6
8
0
6
8
0
6
8
0
680
680
680
6
8
0
680
6
8
0
6
8
0
6
8
0
6
8
0
6
8
0
681
6
8
1
6
8
1
681
681
6
8
1
6
8
2
6
8
2
6
8
2
6
8
2
6
8
2
6
8
2
683
6
8
3
683
683
6
8
4
684
684
6
8
4
684
6
8
5
6
8
5
6
8
5
685
6
8
5
6
8
5
6
8
5
685
685
6
8
6
6
8
6
6
8
6
6
8
6
6
8
6
687
687
6
8
7
6
8
7
687
688
688
688
6
8
8
688
6
8
8
689
6
8
9
6
8
9
6
8
9
6
8
9
690
6
9
0
6
9
0
690
690
6
9
0
690
690
6
9
0
691
691
691
691
6
9
1
692
692
6
9
2
692
6
9
2
693
693
6
9
3
693
693
6
9
3
694
6
9
4
694
694
6
9
5
695 695
6
9
5695
6
9
5
6
9
5
6
9
5
696
6
9
6
6
9
6
697
6
9
7
697
6
9
7
697
698
698
698
698
698
699
699
6
9
9
699
699
6
9
9
700 700
7
0
0
7
0
0
7
0
0
700
701
7
0
1
7
0
1
7
0
2
7
0
2
7
0
3
704
7
0
4
705
705706707
WETLAND AND SURFACE WATER IMPACTS PERMIT
1-
8
x
7

B
A
R
R
E
L
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
4
NOTE:
FDPS = FULL DEPTH PAVED SHOULDER
S
E
E

S
H
E
E
T

5
M
A
T
C
H
L
I
N
E

-
L
-

S
T
A
.

18
+
3
0
.
0
0
SEE DETAIL - SHEET 2
TO THE EXISTING ASPHALT PAVEMENT.
TIE IN TO PROVIDE A SMOOTH TRANSITION
INCIDENTAL MILL AT EACH
LATERAL ’V’ DITCH
( Not to Scale)
2:
1 2:1
D
b
d
1"/Ft.
FROM STA. 15+42 TO STA. 16+15 -L- RT
Slope
Fill
Type of Liner= Class 1 Rip-Rap b=5.0 Ft.
Max. d=2.0 Ft.
Min. D=2.0 Ft.
DETAIL 2
Ground
Natural
Geotextile
2:12:
1
D
( Not to Scale)
d
STANDARD ’V’ DITCH
FROM STA. 16+15 TO STA. 16+94 -L- RT
Type of Liner= Class 1 Rip-Rap
Max. d= 2.0 Ft.
Min. D= 2.0 Ft.
DETAIL 3
Ground
Natural
Ground
Natural
Geotextile
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 16+87 TO STA. 17+00 -L- RT
DETAIL 4
Grade
Ditch
1.0’
GEOTEXTILE
Geotextile= 9 sy
Type of Liner= 5 TONS, CL I Rip-Rap
1.0’min.
1.0’min.
LATERAL BASE DITCH
2:
1 2:1
b
d
D
B
( Not to Scale)
0.08 FT/FT
FROM STA. 17+13 TO STA. 18+85 -Y- RT
DETAIL 1
b= 10 Ft.
B= 10 Ft.
Max. d= 7.0 Ft.
Min. D= 7.0 Ft.
Std. No. 876.01
*When B is > 6.0’-
Type of Liner= Class I Rip-Rap
Ground
Natural
Slope
Fill
Geotextile
R
E
V
IS
I
O
N
S

SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

R/W SHEET NO.8
/
1
7
/
9
9
3
/
12
/
2
0
15
2
8
0
4
2
4
_
H
y
d
_
p
r
m
_
w
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t
_
p
s
h
0
4
_
c
o
n
.
d
g
n
b
s
m
i
t
h
Structure No. 280424
DB9-280424
48" CONC
WOODS
WOODS
E
O
T
BST
E
OT
EOT
M
O
R
G
A
N
D
R.
1SFBUS
E. CENTER ST. S.R. 1243
66" CONC
66" CONC
1SBKBUS
19
’ B
S
T
2
6
’

B
S
T
2
6
’

B
S
T18’ BST
12" RCP
18" RCP
12"
R
C
P
DIANE FAW SHAW
HOMES & SERVICES
UNITED CHURCH
PROPERTIES
CENTRAL CAROLINA
E
XIS
TI
N
G
R/
W
EXISTING R/
W
R
/W
E
X
IS
T
IN
G
15
"

P
V
C
8" VC
T
8
"

V
C
1
5
"
P
V
C
APPROXIMATE

L
O
C
A
T
I
O
N
6" VC
L
O
C
A
TI
O
N
A
P
P
R
O
X.
15
"

P
V
C
W/LT W/LT
CRCR
CR
15+00
PO
T
St
a.
10+00.
00
-RPC- POT Sta. 11+72.69
-L- POT STA. 15+41.39 =
-L-
-
Y
-
MATCH EXISTING
-L- POT STA. 13+92.00
BEGIN CONSTRUCTION
BEGIN PROJECT
-
R
P
C-
T
A
L
B
E
R
T

B
L
V
D
.
SR 1243 E. CENTER STREET
D
C B
A
MATCH EXISTING
-RPC- POT STA. 10+40.00
BEGIN CONSTRUCTION
11+
0
0
S
D
A
R
R

B
R
A
N
C
H
CB CB
CB
CB
CB
CB
EST 5 SY GF
EST 1 TON
CL B RIP RAP
RETAIN
15" RCP-IV
RETAIN REPLACE
REMOVE AND
18" RCP-IV 18" RCP-IV
n= 0.055
s= 0.085
d= 1.1 FT
V= 4.9 FT/S
Q= 11.4 CFS
Sta.= 16+94 -L-
RETAIN
REPLACE
REMOVE AND
SEE DETAIL 4
AT EMBANKMENT
CLASS I RIP RAP
SEE DETAIL 2
CLASS 1 RIP RAP
LAT V-DITCH
SEE DETAIL 3
CLASS 1 RIP RAP
STANDARD V-DITCH
CB
15" RCP-IV
TO BE REMOVED
EXISTING 8’x7’ RCBC
SEE DETAIL #1
ON BANKS ONLY
W/ CLASS I RIP RAP
LAT 10’ BASE DITCH
TO SHOULDER POINT
CLASS II RIP RAP
MATTING
FIBER
COIR
15" RCP-IV
1
8
"

R
C
P
-
II
I

18
"
CB
w/MH
TB JB
18" RCP-IV
10 20 40200
PLANS
F
F
F
F
F
F
FFC
C F
F
F
F
F
F
F
F
7
SHEET 4 OF 5
PERMIT DRAWING
R
E
V
IS
I
O
N
S

SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

R/W SHEET NO.8
/
1
7
/
9
9
$
$
$
$
$
$
S
Y
S
T
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E
$
$
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$
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$
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$
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S
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Structure No. 280424
DB9-280424
-L-
680
684
688
692
696
14+00 15+00 16+00 17+00 18+00
680
684
688
692
696
700
704
708
712
680
684
688
692
696
700
704
708
712
19+00 20+00 21+00 22+00 23+00
-L-
676
672
696
692
688
684
680
676
672
700
704
18+40
18+40
EL. 709.09
-L- POT 21+55.00
END GRADE
EXISTING GROUND
PROPOSED GRADE
65’
(3" AT END GRADE)
MILL 0" TO 3"
-RPB-
-RPA-
DS = 35mph
PI = 19+90.00
EL = 700.60’
(-)0.8000%(+)5.1455%
VC = 295’
K = 50
EL. 698.06
-L- POC 13+92.00
BEGIN GRADE
EXISTING GROUND
PROPOSED GRADE
65’
(3" AT BEGIN GRADE)
MILL 0" TO 3"
-RPC-
DS = 40mph
DS = 40mph
PI = 14+65.00
EL = 697.83’
(-)0.3151%(+)1.7345%
VC = 135’
K = 66 PI = 17+40.00
EL = 702.60’
(+)1.7345%(-)0.8000%
VC = 120’
K = 47
MSE WALL
VERTICAL ABUTMENT
4/10/13 = 671.7
NWSE AND WSE ON
MSE WALL
VERTICAL ABUTMENT
8’x7’ RCBC
EXISTING
4/10/13 = 671.7
NWSE AND WSE ON
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GRANVILLE COUNTY BRIDGE 178 ON SR 1304 OVER FOX CREEK
Projeci Tracking No. (Internal Use)
1 11 -09-0019 ]
I NO SURVEY REQUIRED FORM
PROJECT INFORMATION

Proj ect No : County: Davidson
WBSNo : 17BP .9.R.13 Document: PCE
F.A . No: Funding: I:ZI State D Federal
Federal (USACE) Permit Required? I:ZI Yes D No Permit Type: NWP 3 & NWP 14
Proje ct Des cription:
Replace Bridge No. 424 overNC 8 and Dare Branch on SR 1243.
SUMMARY OF CULTURAL RESOURCES REVIEW
Briefdescription ofreview activities, results ofrevi ew, and conclusions:
Review of HPO quad maps , relevant background reports , historic designations roster, and indexes was
undertaken on September 21 ,2011. Based on this review , there were no existing NR , SL , LD, DE , or SS
properties in the Area of Potential Effects (APE). Aerial photographs and HPO GIS indicates there are
structures near the bridge replacement project. How ever Davidson County Tax Data reveals that these
commercial properties are contemporary building . Nothin g in the project area is eligible for National
Register listing.
BriefExplanation ofwhythe available information provides ar eliable basi s for reasonably predicting
that there areno unidentifi ed historic propertiesin theA PE:
Using HPO GIS website and Davidson County Tax Dat a provide reliable information regarding the
structures in the APE. These combined utilities are considered v alid for the purpo ses of determining the
likelihood of hi storic resources being present.
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See attached: Maps , photos
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SUPPORT DOCUMENTAnON
See attached: ~ Map(s) ~ Previous Survey Info ~ Photos DCorrespondence
D Photocopy of County Survey Notes
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@ SURVEY REQUIRE €)