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TRENT E. HUFFMAN, P.E.
25 50 10050
25 50 10050
5 10 20 10
T
V
=
=
=55 MPH
ADT
ADT
2016

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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.
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
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
6
/
2
6
/
2
0
1 7
Q
:
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Prepared for NCDOT in the Office of:
PE
See Sheet 1B for Conventional Symbols
See Sheet 1A For Index of Sheets
TIM R. REID, P.E.
P R OFESS
I
O
N
A
L
E
N
GINEER
N ORTH CARO
LINA
SEAL
DIER .R
.T
015869
VICINITY MAP
PROJECT
BEGIN

HALIFAX COUNTY
R/W
UTIL
CONST

C
2
0
3
9
2
4
PAVMENT MARKINGS AND STRUCTURE
PAVING, GRADING, GUARDRAIL, DRAINAGE,
OCTOBER 18, 2016
OCTOBER 18, 2016
SUB-REGIONAL TIER
=
BEGIN BRIDGE
-L- STA 18+48+/-
-L- STA 19+08+/-
-L- STA 13+99+/-
-L- STA 15+23+/-
END BRIDGE
4
=0.163 mi.
=0.035 mi.
=0.128 mi.
258
125
DETOUR
LENGTH OF STATE PROJECT B-5660
LENGTH OF STRUCTURES TIP PROJECT B-5660
LENGTH ROADWAY TIP PROJECT B-5660
B-5660
B
-
5
6
6
0
205
N/A
LOCAL
FUNC CLASS =
258
Fork
Whites
Roseneath
M
a
r
s
h
Swamp D
e e p
C r e e k
NECK
SCOTLAND
903
125
1100
1813
1815
1817
1816
1103
1102
1101
1104
1101
1100
1102
125
1812
1810
1811
1809
18101814
(BELLS BRIDGE ROAD)
-L- SR 1100
DEEP CREEK
DEEP CREEK
DEEP CREEK
DEEP CREEK
(WHITES FORK ROAD)
TO SR 1815TO US 258
BEGIN BRIDGE
END BRIDGEBEGIN TIP PROJECT B-5660
-L- POT STA 12+15.00 -L- POT STA 20+75.00
END TIP PROJECT B-5660
1100
1104
1804
E
d
g
e
c
om
b
e C
o
u
n
t
y
L
i
n
e
903
PROJECT
END
ON SR 1100 (BELLS BRIDGE ROAD)
BRIDGE NO.s 410065 AND 410066 OVER DEEP CREEK
2036
RALEIGH, NORTH CAROLINA 27609
4700 FALLS OF NEUSE ROAD, SUITE 300
[phone] VOICE [phone] FAX
NC License NO.: F-0105
45615.3.1
45615.3.1
45615.3.1
45615.3.1
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD II
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
* TTST 3% DUAL 3%
NCDOT CONTACT: VIRGINIA MABRY
MANAGER - PRIORITY PROJECTS UNIT

BRZ-1100(036)
BRZ-1100(036)
BRZ-1100(036)
BRZ-1100(036)
P R OFESS
I
O
N
A
L
E
N
G INEER
N ORTH CARO
LINA
SEAL
043128 NWORB SICNARF
N
AYR
6%*
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 15
PERMIT DRAWING
45.00' (LT)
EX. R/W (LT)
+60
45.00' (RT)
EX. R/W (RT)
+60
45.00' (LT)
EX. R/W (LT)
+75
45.00' (RT)
EX. R/W (RT)
+75
45.00' (RT)
EX. R/W (RT)
+55.00
45.00' (RT)
EX. R/W (RT)
+75.00
45.00' (RT)
EX. R/W (RT)
+58.00
45.00' (RT)
EX. R/W (RT)
+78.00
45.00' (RT)
EX. R/W (RT)
+56.00 45.00' (RT)
EX. R/W (RT)
+76.00
N
A D

8
3
N
A
2
0
1 1
EXISTING R/W
EXISTING R/W EXISTING R/W
EXISTING R/W
SUSAN B. STATON
GRANT W. STATON
KENNETH M. PERRY
KENNETH M. PERRY
RONALD FLEMING
EXISTING R/W
EXISTING R/W
WOODS
WOODS
WOODS WOODS
WOODS
WOODS
DEEP CREEK
SR 1815
TO WHITES FORK RDUS 258
D
E
E
P C
R
E
E
K
DEEP CREEK
MARY PATTERSON WHITE BRADY
JANET WHITE LEGGETT
SPIKE IN 15" MAPLE
ELEV = 70.10'
O/S 51' LT
-BL- STA 20+44
TBM-2
SPIKE IN 30" GUM
ELEV = 70.57'
O/S 11' RT
-BL- STA 28+92
TBM-1
SR 1100 19.0' PAVED ROADWAY
BELLS BRIDGE RD
SR 1100 19.0' PAVED ROADWAY
BELLS BRIDGE RD
54" DIA. CYPRESS
DEEP CREEK
1 0 1 5
2
0
N
A D

8
3
/ N
A
2
0
1 1
32
1
4 3
45.00' (LT)
EX. R/W (LT)
+60
45.00' (RT)
EX. R/W (RT)
+60
45.00' (LT)
EX. R/W (LT)
+75
45.00' (RT)
EX. R/W (RT)
+75
45.00' (RT)
EX. R/W (RT)
+55.00
45.00' (RT)
EX. R/W (RT)
+75.00
45.00' (RT)
EX. R/W (RT)
+58.00
45.00' (RT)
EX. R/W (RT)
+78.00
45.00' (RT)
EX. R/W (RT)
+56.00
45.00' (RT)
EX. R/W (RT)
+76.00
TB 2GI
TB 2GI
TB 2GI
TB 2GI
TB 2GI
TB 2GI
15"
15"
15"
15"
15"
15"
BRIDGE
EXISTING
REMOVE
BRIDGE
EXISTING
REMOVE
FROM STA. 19+19 TO STA. 19+50 LT -L-
FROM STA. 17+95 TO STA. 18+15 LT -L-
FROM STA. 15+90 TO STA. 16+80 LT -L-
FROM STA. 13+65 TO STA. 13+88 LT -L-
FROM STA. 13+25 TO STA. 13+88 RT -L-
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 2 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL ?
( Not to Scale)
TOE PROTECTION
d
Ground
Natural
Geotextile
234
5
6tob
11
1
2 4
5tob
2
3
5
7
8 9
10tob
TS
S
TS
TS
TS
TS
TS TS
TS
S
F
FMCHC HC
MC
HC HC
MC
HC
MC
MC
HC HCMCFMCF
F HC HC
HC
MC
F
MC
F
HC
6
1.
0
6
2
.
0
6
3
.
0
6 3 .0
6
3.
0
6
4
.
0
6
4
.
0
64.0
6 4 .0
6
4
.
0
65
6
5
6
5
6
5
6
5
65
6 5
6
5
6
5
6
5
65
6
5
6
5
6
5
66.0
66.0
6 6 .0
6
6
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0
6
6
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0
6
6
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6
6
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6
6
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7
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7
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6
7
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67.0
6
7
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7
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6
7
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6
7
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6
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8
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8
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68.068.0
6
8
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6
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6
8
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6
8
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6
8
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8
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6
8
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6
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6
8
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6
8
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8
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6
8
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6
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6
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8
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69.0
6
9
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69.0
6
9
.
0
6
9
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0
6
9
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0
69.069.0
69.0
6
9
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6
9
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9
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69.0
69.0
69.0
6
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0
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6
9
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6
9
.
0
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6
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6
9
.
0
6
9
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0
7
0
70
7
0
7
0
7 0
7
0
7
0
7 0
7
0
7
0
7
0
707070
7
0
70
7
0
7
0
7
0
7
0
7
0
70
70 70
70
70
7
0
7
0
7
0
7
0
7
0
7
0
7070
70
71.0
71.0 71.0
7
1
.
0
71.0
7
1
.
0
7
1
.
0
7
1
.
0
7
1
.
0
71.0 71.0 71.071.0
7
1
.
0
7
1
.
0
7
1
.
0
7
1.
0
72.0
72.0 72.0
7
2
.
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2
.
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7
2
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7 2
.
0
7
2
.
0
7
2
.
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2
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0
72.0 72.0 72.072.0
7
2
.
0
7
2
.
0
7
2
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.
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72.0
72.073.073.0
73.0
7
3
.
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7
3
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7
3
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7
3
.
0
7
3
.
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7
3
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7
3
.
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3
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3.
0
7
3
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0
7
3
.
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0
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3.
0
73.0
7 3
.
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74.0
7
4
.
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4
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0
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.
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74.0
74.0
7
4
.
0
7 4
.
0
7
4
.
0
7
5
7
5
75
75
75
7 5
7
5
7
5
7
5
7
5
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7
5
7
5
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76.0
76
.
0
7
6
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7
6
.
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7
6.
0
7
6.
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77.0
77.0
7
7
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0
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7
7.
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78.0
78.0
7
8
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7
9
.
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7
9
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79.0
7
9
.
0
8
0
SKETCH SHOWING BRIDGE RELATIVE TO PROPOSED PAVEMENT
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
B-5660
WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
IN WETLANDS
FILL SLOPE AND IMPACTS
SITE 1
IN WETLANDS
FILL SLOPE AND IMPACTS
SITE 1
SHEET 2 OF 15
PERMIT DRAWING
PRM-2
IN SURFACE WATERS
AND IMPACTS
BANK STABILIZATION
SITE 1
IN SURFACE WATERS
AND IMPACTS
BANK STABILIZATION
SITE 1
GRAPHICAL SCALE
0'100'100'
IN WETLANDS
FILL SLOPE AND IMPACTS
SITE 1
IN WETLANDS
FILL SLOPE AND IMPACTS
SITE 1
IN WETLANDS
FILL SLOPE AND IMPACTS
SITE 1
IN WETLANDS
FILL SLOPE AND IMPACTS
SITE 1
IN WETLANDS
FILL SLOPE AND IMPACTS
SITE 1
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
F
F
F
F
F
F
F
F
F
F
F
F
EXISTING R/W
EXISTING R/W EXISTING R/W
EXISTING R/W
SUSAN B. STATON
GRANT W. STATON
KENNETH M. PERRY
KENNETH M. PERRY
RONALD FLEMING
EXISTING R/W
EXISTING R/W
WOODS
WOODS
WOODS WOODS
WOODS
WOODS
DEEP CREEK
SR 1815
TO WHITES FORK RDUS 258
D
E
E
P C
R
E
E
K
DEEP CREEK
MARY PATTERSON WHITE BRADY
JANET WHITE LEGGETT
SPIKE IN 15" MAPLE
ELEV = 70.10'
O/S 51' LT
-BL- STA 20+44
TBM-2
SPIKE IN 30" GUM
ELEV = 70.57'
O/S 11' RT
-BL- STA 28+92
TBM-1
SR 1100 19.0' PAVED ROADWAY
BELLS BRIDGE RD
SR 1100 19.0' PAVED ROADWAY
BELLS BRIDGE RD
54" DIA. CYPRESS
DEEP CREEK
1 0 1 5
2
0
BEGIN STATE PROJECT B-5660
-
L
-

P
O
T

S
t
a
. 1 0
+
0
0
.0
0
-
L
-

P
O
T

S
t
a
. 2
2
+
7
1 .4
1
N
A D

8
3
/ N
A
2
0
1 1
-L- STA 12+15.00
BEGIN CONSTRUCTION
END STATE PROJECT B-5660
-L- STA 20+75.00
END CONSTRUCTION
32
1
4 3
45.00' (LT)
EX. R/W (LT)
+60
45.00' (RT)
EX. R/W (RT)
+60
45.00' (LT)
EX. R/W (LT)
+75
45.00' (RT)
EX. R/W (RT)
+75
45.00' (RT)
EX. R/W (RT)
+55.00
45.00' (RT)
EX. R/W (RT)
+75.00
45.00' (RT)
EX. R/W (RT)
+58.00
45.00' (RT)
EX. R/W (RT)
+78.00
45.00' (RT)
EX. R/W (RT)
+56.00
45.00' (RT)
EX. R/W (RT)
+76.00
TB 2GI
TB 2GI
TB 2GI
TB 2GI
TB 2GI
TB 2GI
15"
15"
15"
15"
15"
15"
BRIDGE
EXISTING
REMOVE
BRIDGE
EXISTING
REMOVE
FROM STA. 19+19 TO STA. 19+50 LT -L-
FROM STA. 17+95 TO STA. 18+15 LT -L-
FROM STA. 15+90 TO STA. 16+80 LT -L-
FROM STA. 13+65 TO STA. 13+88 LT -L-
FROM STA. 13+25 TO STA. 13+88 RT -L-
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 2 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL ?
( Not to Scale)
TOE PROTECTION
d
Ground
Natural
Geotextile
234
5
6tob
11
1
2 4
5tob
2
3
5
7
8 9
10tob
TS
S
TS
TS
TS
TS
TS TS
TS
S
F
FMCHC HC
MC
HC HC
MC
HC
MC
MC
HC HCMCFMCF
F HC HC
HC
MC
F
MC
F
HC
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
B-5660
WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
IN WETLANDS
FILL SLOPE AND IMPACTS
SITE 1
IN WETLANDS
FILL SLOPE AND IMPACTS
SITE 1
SHEET 3 OF 15
PERMIT DRAWING
PRM-3
IN SURFACE WATERS
AND IMPACTS
BANK STABILIZATION
SITE 1
IN SURFACE WATERS
AND IMPACTS
BANK STABILIZATION
SITE 1
GRAPHICAL SCALE
0'100'100'
IN WETLANDS
FILL SLOPE AND IMPACTS
SITE 1
IN WETLANDS
FILL SLOPE AND IMPACTS
SITE 1
IN WETLANDS
FILL SLOPE AND IMPACTS
SITE 1
IN WETLANDS
FILL SLOPE AND IMPACTS
SITE 1
IN WETLANDS
FILL SLOPE AND IMPACTS
SITE 1
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
F
F
F
F
F
F
F
F
F
F
F
F
EXISTING R/W
RONALD FLEMING
EXISTING R/W
WOODS
WOODS
WOODS
DEEP CREEK
MARY PATTERSON WHITE BRADYJANET WHITE LEGGETT
SPIKE IN 15" MAPLE
ELEV = 70.10'
O/S 51' LT
-BL- STA 20+44
TBM-2
54" DIA. CYPRESS
DEEP CREEK
1
4
45.00' (LT)
EX. R/W (LT)
+60
45.00' (RT)
EX. R/W (RT)
+60
45.00' (RT)
EX. R/W (RT)
+55.00
45.00' (RT)
EX. R/W (RT)
+75.00
45.00' (RT)
EX. R/W (RT)
+56.00
45.00' (RT)
EX. R/W (RT)
+76.00
TB 2GI
TB 2GI
TB 2GI
TB 2GI
15"
15"
15"
15"
BRIDGE
EXISTING
REMOVE
1
2 4
5tob
2
3
5
TS
S
TS
TS
TS
S
F
FMCHC HC
MC
HC HC
MC
HC
MC
HC MC F
F
IN SURFACE WATERS
AND IMPACTS
BANK STABILIZATION
SITE 1
IN WETLANDS
FILL SLOPE AND IMPACTS
SITE 1
IN WETLANDS
FILL SLOPE AND IMPACTS
SITE 1
IN WETLANDS
FILL SLOPE AND IMPACTS
SITE 1
IN WETLANDS
FILL SLOPE AND IMPACTS
SITE 1
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HC HC
CLEARING
DENOTES HAND
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
B-5660
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
M
A
T
C
H

S
H
E
E
T

5
SHEET 4 OF 15
PERMIT DRAWING
PRM-4
GRAPHICAL SCALE
0'40'40'
N
A D

8
3
/ N
A
2
0
1 1
1 5
1 3
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
F
F
F
F
F
F
EXISTING R/W
EXISTING R/W
KENNETH M. PERRY
EXISTING R/W
WOODS
WOODS
WOODS
D
E
E
P C
R
E
E
K
DEEP CREEK
SPIKE IN 30" GUM
ELEV = 70.57'
O/S 11' RT
-BL- STA 28+92
TBM-1
SR 1100 19.0' PAVED ROADWAY
BELLS BRIDGE RD
32
3
45.00' (LT)
EX. R/W (LT)
+75
45.00' (RT)
EX. R/W (RT)
+75
45.00' (RT)
EX. R/W (RT)
+58.00
45.00' (RT)
EX. R/W (RT)
+78.00
TB 2GI
TB 2GI
15"
15"
BRIDGE
EXISTING
REMOVE
234
5
6tob
7
8 9
10tob
TS
TS TS
TS
MC
HCMCF
HC HC
HC
MC
F
MC
F
HC
IN WETLANDS
FILL SLOPE AND IMPACTS
SITE 1
IN WETLANDS
FILL SLOPE AND IMPACTS
SITE 1
IN SURFACE WATERS
AND IMPACTS
BANK STABILIZATION
SITE 1
IN WETLANDS
FILL SLOPE AND IMPACTS
SITE 1
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HC HC
CLEARING
DENOTES HAND
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
B-5660
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
M
A
T
C
H

S
H
E
E
T

4
PRM-5
SHEET 5 OF 15
PERMIT DRAWING
GRAPHICAL SCALE
0'40'40'
N
A D

8
3
/ N
A
2
0
1 1
2
0
1 8
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
F
F
F
F
F
F
5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
6
/
2
6
/
2
0
1 7
Q
:
\
R
A
\
9
5
3
7
\
C
A
D
D
\
B
-
5
6
6
0
\
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
\
B
5
6
6
0
_
p
r
m
_
p
f
l
.
d
g
n
j
b
u
r
g
e
s
s
HORIZONTAL
VERTICAL
B-5660
50 1002550
10 20510
PRM-6
PROP 25YR = 71.2'
PROP 100YR = 72.1'
NWS EL = 66.9'PROP 25YR = 71.2'
PROP 100YR = 72.1'
NWS EL = 66.9'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
50
1410111213 15 16 17 18 19 20 21 22
0
10
20
30
40
60
70
80
90
100
50
0
10
20
30
40
60
70
80
90
100
SHEET 6 OF 15
PERMIT DRAWING
2-6" CAP 2-6" CAP
4'-0" CAP
4'-0" CAP
-L-
ELEV = 73.81'
-L- STA 12+15.00
BEGIN GRADE
ELEV = 72.78'
-L- STA 20+75.00
END GRADE
PROPOSED GRADE
EXISTING GROUND 21" CSU
21" CSU21" CSU
SPIKE IN 30" GUM
BL STA 28+92 11' RT
N : 849600 E : 2461587
TBM-1 ELEVATION = 70.57'
SPIKE IN 15" MAPLE
BL STA 20+44 51' LT
N : 849402 E : 2460761
TBM-2 ELEVATION = 70.10'
SR 1100 (BELLS BRIDGE ROAD)
1 4
+
4
9
.
6
0
H
I G
H

P
O
I N
T
1 6
+
7
7
.
0
0
L O
W

P
O
I N
T
1 8
+
3
0
.
1 1
H
I G
H

P
O
I N
T
S
T A

1 3
+
9
9
+
/-
(F
I L L
F
A
C
E )
B E
G
I N

B R I D
G
E
4
1 0
0
6
5
S
T A

1 5
+
2
3
+
/-
(F
I L L
F
A
C
E )
E N
D

B R I D
G
E
4
1 0
0
6
5
S
T A

1 8
+
4
8
+
/-
(F
I L L
F
A
C
E )
B E G
I N

B
R I D
G
E
4
1 0
0
6
6
S
T A

1 9
+
0
8
+
/-
(F
I L L
F
A
C
E )
E N
D

B R I D
G
E

4
1 0
0
6
6

PI = 14+75.00
EL = 74.67'
(+)0.3300%(-)0.7532%
VC = 130'
K = 120
PI = 16+50.00
EL = 73.35'
VC = 130'
K = 122
PI = 18+55.00
EL = 73.99'
(+)0.3111%(-)0.5490%
VC = 140'
K = 163
DS = 61 mph
DS = 57 mphDS = 56 mph
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA

DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 2400
= 25
= 71.2
= 4054
= 100
= 72.1
= 5000
= 500
= 72.8

= 11-14-2016
= 66.9
EXCAVATION ELEV. = 67.0'
EXCAVATION ELEV. = 67.0'
BRIDGE #65 BRIDGE #66
BEGIN STATE PROJECT B-5660 STA 12+15.00
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
6
/
2
6
/
2
0
1 7
Q
:
\
R
A
\
9
5
3
7
\
C
A
D
D
\
B
-
5
6
6
0
\
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
\
B
5
6
6
0
_
r
d
y
_
x
p
l
.
d
g
n
j
b
u
r
g
e
s
s
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
70 70
11+00.00
70 70
75 75
11+50.00
70 70
75 75
12+00.00
70 70
75 75
12+15.00
B-5660
-L-
2.5 5
PRM-7
SHEET 7 OF 15
PERMIT DRAWING
74.12
73.91
73.83
W
L B
73.81
W
L B
W
L B
3:
1
3:1 0.0370.022
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
6
/
2
6
/
2
0
1 7
Q
:
\
R
A
\
9
5
3
7
\
C
A
D
D
\
B
-
5
6
6
0
\
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
\
B
5
6
6
0
_
r
d
y
_
x
p
l
.
d
g
n
j
b
u
r
g
e
s
s
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
70 70
75 75
12+50.00
70 70
75 75
13+00.00
65 65
70 70
75 75
13+50.00
B-5660
-L-
2.5 5
PRM-8
SHEET 8 OF 15
PERMIT DRAWING
73.75
W
L B
W
L B
3:
1
3:1
0.0250.025
73.70
W
L B
W
L B
2:
12:1
0.0250.025
73.85
W
L B
W
L B
2:
1
2:1
0.0250.025
BEGIN BRIDGE 410065 (FILL FACE) STA 13+99 +/-
END BRIDGE 410065 (FILL FACE) STA 15+23 +/-
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
6
/
2
6
/
2
0
1 7
Q
:
\
R
A
\
9
5
3
7
\
C
A
D
D
\
B
-
5
6
6
0
\
H
y
d
r
a
u
l
i
c
s
\
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R
M
I
T
S
_
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v
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r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
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g
s
\
B
5
6
6
0
_
r
d
y
_
x
p
l
.
d
g
n
j
b
u
r
g
e
s
s
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
65 65
70 70
75 75
14+00.00
65 65
70 70
75 75
14+50.00
65 65
70 70
75 75
15+00.00
B-5660
-L-
2.5 5
PRM-9
SHEET 9 OF 15
PERMIT DRAWING
73.94W
L B
0.0250.025
2:
1
2:1
63.09
0.0250.025
65.83
0.0250.025
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
6
/
2
6
/
2
0
1 7
Q
:
\
R
A
\
9
5
3
7
\
C
A
D
D
\
B
-
5
6
6
0
\
H
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d
r
a
u
l
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c
s
\
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6
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d
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b
u
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g
e
s
s
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
65 65
70 70
75 75
15+50.00
65 65
70 70
75 75
16+00.00
65 65
70 70
75 75
16+50.00
B-5660
-L-
2.5 5
PRM-10
SHEET 10 OF 15
PERMIT DRAWING
73.53
W
L B
W
L B
2:
12:1 0.0250.025 7
3
.
6
9
7
3
.
6
9
73.13
W
L B
W
L B 2:
12:1
0.0250.025
72.99 W
L B
W
L B 2:
12:1
0.0250.025
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
6
/
2
6
/
2
0
1 7
Q
:
\
R
A
\
9
5
3
7
\
C
A
D
D
\
B
-
5
6
6
0
\
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u
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c
s
\
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M
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l
\
D
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\
B
5
6
6
0
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.
d
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j
b
u
r
g
e
s
s
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
65 65
70 70
75 75
17+00.00
70 70
75 75
17+50.00
70 70
75 75
18+00.00
B-5660
-L-
2.5 5
PRM-11
SHEET 11 OF 15
PERMIT DRAWING
72.89
W
L B
W
L B
2:
12:1
0.0250.025
72.98 W
L B
W
L B
2:
12:1
0.0250.025
73.01
W
L B
W
L B
2:
1
2:1
0.0250.025
BEGIN BRIDGE 410066 (FILL FACE) STA 18+48 +/-
END BRIDGE 410066 (FILL FACE) STA 19+08 +/-
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
6
/
2
6
/
2
0
1 7
Q
:
\
R
A
\
9
5
3
7
\
C
A
D
D
\
B
-
5
6
6
0
\
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y
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a
u
l
i
c
s
\
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R
M
I
T
S
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\
D
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w
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\
B
5
6
6
0
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x
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.
d
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b
u
r
g
e
s
s
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
65 65
70 70
75 75
18+50.00
70 70
75 75
19+00.00
70 70
75 75
19+50.00
70 70
75 75
20+00.00
B-5660
-L-
2.5 5
PRM-12
SHEET 12 OF 15
PERMIT DRAWING
73.12
0.0250.025
73.11 W
L B
W
L B
0.0250.025
72.98 W
L B
W
L B
2:
1
2:1
0.0250.025 7
3
.
0
5
7
3
.
0
5
72.87 W
L B
W
L B
2:
12:1
0.0250.025
END STATE PROJECT B-5660 STA 20+75.00
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
6
/
2
6
/
2
0
1 7
Q
:
\
R
A
\
9
5
3
7
\
C
A
D
D
\
B
-
5
6
6
0
\
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d
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u
l
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c
s
\
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M
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T
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\
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6
6
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d
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b
u
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e
s
s
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
70 70
75 75
20+50.00
70 70
75 75
20+75.00
70 70
75 75
21+00.00
70 70
21+50.00
B-5660
-L-
2.5 5
PRM-13
SHEET 13 OF 15
PERMIT DRAWING
72.80 W
L B
W
L B 2:
12:1 0.0260.025
72.78
W
L B
W
L B
3:
13:1
0.0360.024
72.76 W
L B
W
L B
72.78 W
L B
W
L B
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
6
/
2
6
/
2
0
1 7
Q
:
\
R
A
\
9
5
3
7
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C
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6
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PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
70 70
22+00.00
B-5660
-L-
2.5 5
PRM-14
SHEET 14 OF 15
PERMIT DRAWING
72.79W
L B
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SHEET 15 OF 15

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HALIFAX COUNTY B-5660 45615.3.1NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 6/9/2017
7
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