HomeMy WebLinkAbout20170872 Ver 1_Impact Information_20170717 (2)m
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
:
\
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
_
t
s
h
_
b
u
f
f
e
r
.
d
g
n
j
b
u
r
g
e
s
s
C
O
N
T
R
A
C
T
:
T
I
P
P
R
O
J
E
C
T
:
A
R
T
MEN
N
A
S
O
H
D
E
P
T
O
F TRA SPORT
T
I O
N
T
A TEOFN RT
CAR
O
LI
N
A
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
(919) 781-4626 VOICE (919) 781-4869 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%*
BUFFER IMPACTS PERMIT
SHEET 1 OF 7
BUFFER 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
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SKETCH SHOWING BRIDGE RELATIVE TO PROPOSED PAVEMENT
1 1 '
1 1 '
4
'
-
3
"
4
'
-
3
"
1 1 '
1 1 '
-L- STA 13+88+/-
BEGIN APPROACH SLAB
-L- STA 13+99+/-
BEGIN BRIDGE (FILL FACE)
-L- STA 19+19+/-
END APPROACH SLAB
-L- STA 19+08+/-
END BRIDGE (FILL FACE)
-L- STA 15+34+/-
END APPROACH SLAB
-L- STA 15+23+/-
END BRIDGE (FILL FACE)
-L- STA 18+37+/-
BEGIN APPROACH SLAB
-L- STA 18+48+/-
BEGIN BRIDGE (FILL FACE)
1 1 '
4
'
-
3
"
1 1 '
4
'
-
3
"
P
S4
'
1 1 '
1 1 '
P
S4
'
P
S4
'
1 1 '
1 1 '
P
S4
'
DEEP CREEK
DEEP CREEK
DEEP CREEK
DEEP CREEK
0
2
5
0
2
5
0
2
5
0
2
5
0
2
5
0
2
5
FOR L PROFILE SEE SHEET 5
P
S
4
'
-
3
"
P
S
4
'
-
3
"
TYPE III
TYPE III
TYPE III
TYPE III
TYPE III
TYPE III
TYPE III
TYPE III
3
3
'
3
3
'
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
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
B-5660 PRM-2
GRAPHICAL SCALE
0'100'100'
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
BUFFER IMPACTS
BRIDGE #65
SITE 1
BUFFER IMPACTS
BRIDGE #65
SITE 1
BUFFER IMPACTS
BRIDGE #65
SITE 1
BUFFER IMPACTS
BRIDGE #66
SITE 1
BUFFER IMPACTS
BRIDGE #66
SITE 1
BUFFER IMPACTS
BRIDGE #66
SITE 1
BUFFER IMPACTS
BRIDGE #66
SITE 1
BUFFER IMPACTS
BRIDGE #65
SITE 1
SHEET 2 OF 7
BUFFER DRAWING
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
BUFFER IMPACTS
BRIDGE #65
SITE 1
BUFFER IMPACTS
BRIDGE #65
SITE 1
BUFFER IMPACTS
BRIDGE #65
SITE 1
BUFFER IMPACTS
BRIDGE #65
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-3
GRAPHICAL SCALE
0'40'40'
N
A D
8
3
/ N
A
2
0
1 1
1 5
1 3
SHEET 3 OF 7
BUFFER DRAWING
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
BUFFER IMPACTS
BRIDGE #66
SITE 1
BUFFER IMPACTS
BRIDGE #66
SITE 1
BUFFER IMPACTS
BRIDGE #66
SITE 1
BUFFER IMPACTS
BRIDGE #66
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
3
PRM-4
GRAPHICAL SCALE
0'40'40'
N
A D
8
3
/ N
A
2
0
1 1
2
0
1 8
SHEET 4 OF 7
BUFFER DRAWING
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
-
B
U
F
F
.
d
g
n
j
b
u
r
g
e
s
s
HORIZONTAL
VERTICAL
B-5660
50 1002550
10 20510
PRM-5
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 5 OF 7
BUFFER 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
RO
A
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ZO
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(f
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ZO
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(f
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TO
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(f
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ZONE 1 (ft 2 )ZONE 2 (ft 2 )
1
B
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#
6
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+
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40
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Rev. SEP 2016
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DATE 05/17/2017
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/
TY
P
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(F
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T
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AL
L
O
W
A
B
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E
M
I
T
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G
A
B
L
E
BUFFER REPLACEMENT Rev. May 2006
ZO
N
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1
(f
t
2 )
ZO
N
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2
(f
t
2 )
BR
I
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E
#
6
5
-
L
-
1
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+
4
9
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O
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3
0
1
8
9
7
1
3
4
3
BR
I
D
G
E
#
6
6
-
L
-
1
7
+
7
1
T
O
1
9
+
7
6
1
5
9
3
8
1
9
TO
T
A
L
:
34
9
0
2
1
6
2
WE
T
L
A
N
D
S
I
N
BU
F
F
E
R
S
SI
T
E
N
O
.
ST
A
T
I
O
N
(F
R
O
M
/
T
O
)
WE
T
L
A
N
D
S
I
N
B
U
F
F
E
R
I
M
P
A
C
T
S
S
U
M
M
A
R
Y
S
H
E
E
T
7
O
F
7
PR
O
J
E
C
T
:
W
B
S
4
5
6
1
5
.
3
.
1
(
B
-
5
6
6
0
)
DATE 05/17/2017
N.
C
.
D
E
P
T
.
O
F
T
R
A
N
S
P
O
R
T
A
T
I
O
N
DIVISION OF HIGHWAYS HALIFAX COUNTY Rev. Jan 2009