20150269 Ver 1_SF-770446_Permit Drawings_20150218 (3)_20150313

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SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

R/W SHEET NO.
.
.
.
\
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15
PLAN
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
PROFILE
770446
T
T
INV=111.82'2' C&G 2' C&G
2' C&G
2' C&G
2' C&G
15" RCP
15
"
R
C
P
15
"
R
C
P
CONC.
C
ON
C.
CONC.
CONC.
1SBRKD
1SBRKD1SBRKD1SBRKD
1SBRKD 1SBRKD
1SBRKD
C
ON
C
.
C
ON
C
.
CONC.
C
O
N
C
.
C
O
N
C
.
BST
C
O
N
C
.
B
S
T
B
S
T
BST
BST
LINE
GAS
A/G
BL-1
BL-2
BL-3
BM#1
BL-STA 10+71.39
O/S 10.86 LEFT
ELEV.=117.84'
POWER POLE
R/R SPIKE IN
Point North East Elevation
311805.41 1992719.51 117.33
312224.41 1992940.86 117.01
312549.84 1993232.92 115.26
BL-1
BL-2
BL-3
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
OTHERS FOR MONUMENT "BL-2"
WITH NAD 83/NSRS 2009 STATE PLANE GRID COORDINATES OF
NORTHING: 312224.408(ft) EASTING: 1992940.861(ft)
ELEVATION: 117.01(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.9999351165
VERTICAL WAS ESTABLISHED FROM
NGS MONUMENT "ROB 59" WITH
AN ELEVATION OF 117.34'

ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
MB 17 PG 51
PER PLAT
20' EASEMENT

3
.
5
'
C
H
A

L
IN
K

3
.
5
'
C
H
A

L
IN
K
4'CHA LINK

3
.
5
'
C
H
A

L
IN
K
PIPE BRIDGE
M
B
17
P
G
5
1
P
E
R
P
L
A
T
10'
E
A
S
E
M
E
N
T
G
U
M
B
R
A
N
C
H
UTILITY
A/G UNKNOWN
6
0
.
0
0
'
EXISTING R/W
EXISTING R/W
T
T
EOI
STATION
GAS TEST
1SBRKD
2SBRKD
Point North East Elevation
311805.41 1992719.51 117.33
312224.41 1992940.86 117.01
312549.84 1993232.92 115.26
BL-1
BL-2
BL-3
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
OTHERS FOR MONUMENT "BL-2"
WITH NAD 83/NSRS 2009 STATE PLANE GRID COORDINATES OF
NORTHING: 312224.408(ft) EASTING: 1992940.861(ft)
ELEVATION: 117.01(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.9999351165
VERTICAL WAS ESTABLISHED FROM
NGS MONUMENT "ROB 59" WITH
AN ELEVATION OF 117.34'

ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
PG 344DB 512EASEMENTEX. 35'
F
F F
F
.0
2
.0
2
.02
.02
.
0
0
.
0
0
.02
.02
1
0
1
5
RETAIN
RETAIN
RETAIN
-L- STA. 13+27.08
C 1 @ 19'-10"x 7'-8" ALBCL
DDE= 15 CY
SEE DETAIL A
(UPSTREAM)
IMPROVEMENTS
CULVERT CHANNEL
DDE= 40 CY
SEE DETAIL B
(DOWNSTREAM)
IMPROVEMENTS
CULVERT CHANNEL
DETAIL A
( Not to Scale)
(UPSTREAM)
CULVERT CHANNEL IMPROVEMENTS
EST. 40 SY GEOTEXTILE FABRIC
EST. 25 TONS CLASS 'I' RIP-RAP
EST. 15 CY DDE
(Variable)
Channel Bed
Natural
Ground VAR.
1.5' Min.
D
Class I Riprap
VAR.Natural
Ground
Class I Riprap
(To Top of Bank)
D= Varies
1.5' Min.
DETAIL B
( Not to Scale)
(DOWNSTREAM)
CULVERT CHANNEL IMPROVEMENTS
EST. 60 SY GEOTEXTILE FABRIC
EST. 25 TONS CLASS 'I' RIP-RAP
EST. 40 CY DDE
(To Top of Bank)
D= Varies
(Variable)
Channel Bed
Natural
Ground VAR.
1.5' Min.
D VAR.Natural
Ground
Class I Riprap
1.5' Min.
Class I Riprap
DS = 60
PI = 13+25.00
EL = 117.25'
(+)0.4933%(-)0.4800%
VC = 150'
K = 154
BEGIN GRADE
-L- Sta. 12+50.00
EL = 116.88'
-L- Sta. 14+00.00
EL = 116.89'
END GRADE
02/26/13 SURVEY
WS EL.= 108.99
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
CULVERT HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 500
= 50
= 115.2
= 550
= 100
= 115.42
= 510
= 50
= 115.22
= 02/26/13
= 108.99
-L- STA. 13+27.08
1 @ 19'-10" x 7'-8" ALBC
PI = 10+55.00
EL = 115.80'
PI = 10+95.00
EL = 117.20'
BEGIN PED BRIDGE END PED BRIDGE
(
+
)
0
.0
0
0
0
%
(
+
)
0
.0
0
0
0
%
EL = 116.53'
BEGIN GRADE
EL = 116.98'
END GRADE
PI = 11+35.00
EL = 117.20'
PI = 10+20.00
EL = 115.80'
-PB-
-PB- Sta. 10+00.00
-PB- Sta. 11+47.43
(
+
)
3
.5
0
0
0
%
(
-
)
3
.6
5
0
0
%
(
-
)
1.7
6
9
9
%
4
10+00 11+00 12+00 13+00 14+00 15+00 16+00
90
100
110
120
90
100
110
120
11+0010+00
NSRS 2009
NAD 83/
SF-770446
KING JR. DR.) 33' BST
NC 41 (MARTIN LUTHER -L-
-PB-
W2
W3
W1
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
LEGEND
W4
TEMPORARY STREAM IMPACTS = 0 LF
PERMANENT STREAM IMPACTS = 0 LF
MECHANIZED CLEARING IN WETLANDS = 0.0 Ac / 0 SF
PERMANENT WETLAND IMPACTS = 0.0 Ac / 0 SF
TEMPORARY STREAM IMPACTS = 0 LF
PERMANENT STREAM IMPACTS = 0 LF
MECHANIZED CLEARING IN WETLANDS = 0.0 Ac / 0 SF
PERMANENT WETLAND IMPACTS = 0.00 Ac / 0 SF
TEMPORARY STREAM IMPACTS = 10 LF
PERMANENT STREAM IMPACTS = 58 LF
HAND CLEARING IN WETLANDS = 0.0Ac / SF
PERMANENT WETLAND IMPACTS = 0.0Ac / SF
TEMPORARY STREAM IMPACTS = 10 LF
PERMANENT STREAM IMPACTS = 60 LF
HAND CLEARING IN WETLANDS = 0.0Ac / SF
PERMANENT WETLAND IMPACTS = 0.0Ac / SF
AFTER CULVERT INSTALLATION
WATTLES TO BE INSTALLED
107
1
0
7
1
0
7
10
8
108
108
1
0
9
1
0
9
110
1
1
0
11
0
110
1
1
0
111
1
1
1
1
1
1
111
1
1
2
11
2
1
1
2
112
1
1
2
1
1
3
1
1
3
1
1
3
1
1
3
1
1
3
113
113
114
114
1
1
4
114
114
1
1
4
1
14
114
114
114
114
114
1
1
4
114
1
1
4114
1
1
4
1
1
5
115
115
115 115
115
115
1151
1
5
1
1
5
115
115
115
115
1
1
5
115
115
1
1
5
115
115
115 115
1
1
5
1
1
5
115
115
1
1
5
115
1151
15
115
115
115
1
1
5
1
1
5
115
1
1
5
115
115 115
115
115
115
1
1
5
11
5
1
1
5
115
1
1
5
1
1
5
1
1
5
115
115
115
115
115
116
116
116 1
1
6
116
116
116
116
1
1
6
116
116
116
1
16
116
116
116
1
1
6
116
116
1
1
6
116
116
1
1
6
1
1
6
116
1
1
6
1
1
6
116
116
1
1
6
1
1
6
116
116
116
117
1
1
7
117117
117
117
117
1
1
7
1
1
7
117
117
117
117
117
1
1
7
117
1
1
7
117
1
1
7
117
118
-L-
REV
IS
IO
N
S

SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

R/W SHEET NO.
.
.
.
\
P
e
r
m
i
t
s
\
7
7
0
4
4
6
_
p
r
m
_
0
1.
d
g
n
4
:
4
5
:
11 P
M
2
/
18
/
2
0
15
PLAN
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
PROFILE
770446
T
T
INV=111.82'2' C&G 2' C&G
2' C&G
2' C&G
2' C&G
15" RCP
15
"
R
C
P
15
"
R
C
P
CONC.
C
ON
C.
CONC.
CONC.
1SBRKD
1SBRKD1SBRKD1SBRKD
1SBRKD 1SBRKD
1SBRKD
C
ON
C
.
C
O
N
C
.
CONC.
C
O
N
C
.
C
O
N
C
.
BST
C
O
N
C
.
B
S
T
B
S
T
BST
BST
LINE
GAS
A/G
BL-1
BL-2
BL-3
BM#1
BL-STA 10+71.39
O/S 10.86 LEFT
ELEV.=117.84'
POWER POLE
R/R SPIKE IN
Point North East Elevation
311805.41 1992719.51 117.33
312224.41 1992940.86 117.01
312549.84 1993232.92 115.26
BL-1
BL-2
BL-3
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
OTHERS FOR MONUMENT "BL-2"
WITH NAD 83/NSRS 2009 STATE PLANE GRID COORDINATES OF
NORTHING: 312224.408(ft) EASTING: 1992940.861(ft)
ELEVATION: 117.01(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.9999351165
VERTICAL WAS ESTABLISHED FROM
NGS MONUMENT "ROB 59" WITH
AN ELEVATION OF 117.34'

ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
MB 17 PG 51
PER PLAT
20' EASEMENT

3
.
5
'
C
H
A

L
IN
K

3
.
5
'
C
H
A

L
IN
K
4'CHA LINK

3
.
5
'
C
H
A

L
IN
K
PIPE BRIDGE
M
B
17
P
G
5
1
P
E
R
P
L
A
T
10'
E
A
S
E
M
E
N
T
G
U
M
B
R
A
N
C
H
UTILITY
A/G UNKNOWN
6
0
.
0
0
'
EXISTING R/W
EXISTING R/W
T
T
EOI
STATION
GAS TEST
1SBRKD
2SBRKD
Point North East Elevation
311805.41 1992719.51 117.33
312224.41 1992940.86 117.01
312549.84 1993232.92 115.26
BL-1
BL-2
BL-3
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
OTHERS FOR MONUMENT "BL-2"
WITH NAD 83/NSRS 2009 STATE PLANE GRID COORDINATES OF
NORTHING: 312224.408(ft) EASTING: 1992940.861(ft)
ELEVATION: 117.01(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.9999351165
VERTICAL WAS ESTABLISHED FROM
NGS MONUMENT "ROB 59" WITH
AN ELEVATION OF 117.34'

ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
PG 344DB 512EASEMENTEX. 35'
F
F F
F
.0
2
.0
2
.02
.02
.
0
0
.
0
0
.02
.02
1
0
1
5
RETAIN
RETAIN
RETAIN
-L- STA. 13+27.08
C 1 @ 19'-10"x 7'-8" ALBCL
DDE= 15 CY
SEE DETAIL A
(UPSTREAM)
IMPROVEMENTS
CULVERT CHANNEL
DDE= 40 CY
SEE DETAIL B
(DOWNSTREAM)
IMPROVEMENTS
CULVERT CHANNEL
DETAIL A
( Not to Scale)
(UPSTREAM)
CULVERT CHANNEL IMPROVEMENTS
EST. 40 SY GEOTEXTILE FABRIC
EST. 25 TONS CLASS 'I' RIP-RAP
EST. 15 CY DDE
(Variable)
Channel Bed
Natural
Ground VAR.
1.5' Min.
D
Class I Riprap
VAR.Natural
Ground
Class I Riprap
(To Top of Bank)
D= Varies
1.5' Min.
DETAIL B
( Not to Scale)
(DOWNSTREAM)
CULVERT CHANNEL IMPROVEMENTS
EST. 60 SY GEOTEXTILE FABRIC
EST. 25 TONS CLASS 'I' RIP-RAP
EST. 40 CY DDE
(To Top of Bank)
D= Varies
(Variable)
Channel Bed
Natural
Ground VAR.
1.5' Min.
D VAR.Natural
Ground
Class I Riprap
1.5' Min.
Class I Riprap
DS = 60
PI = 13+25.00
EL = 117.25'
(+)0.4933%(-)0.4800%
VC = 150'
K = 154
BEGIN GRADE
-L- Sta. 12+50.00
EL = 116.88'
-L- Sta. 14+00.00
EL = 116.89'
END GRADE
02/26/13 SURVEY
WS EL.= 108.99
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
CULVERT HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 500
= 50
= 115.2
= 550
= 100
= 115.42
= 510
= 50
= 115.22
= 02/26/13
= 108.99
-L- STA. 13+27.08
1 @ 19'-10" x 7'-8" ALBC
PI = 10+55.00
EL = 115.80'
PI = 10+95.00
EL = 117.20'
BEGIN PED BRIDGE END PED BRIDGE
(
+
)
0
.0
0
0
0
%
(
+
)
0
.0
0
0
0
%
EL = 116.53'
BEGIN GRADE
EL = 116.98'
END GRADE
PI = 11+35.00
EL = 117.20'
PI = 10+20.00
EL = 115.80'
-PB-
-PB- Sta. 10+00.00
-PB- Sta. 11+47.43
(
+
)
3
.5
0
0
0
%
(
-
)
3
.6
5
0
0
%
(
-
)
1.7
6
9
9
%
4
10+00 11+00 12+00 13+00 14+00 15+00 16+00
90
100
110
120
90
100
110
120
11+0010+00
NSRS 2009
NAD 83/
SF-770446
KING JR. DR.) 33' BST
NC 41 (MARTIN LUTHER -L-
-PB-
W2
W3
W1
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
LEGEND
W4
TEMPORARY STREAM IMPACTS = 0 LF
PERMANENT STREAM IMPACTS = 0 LF
MECHANIZED CLEARING IN WETLANDS = 0.0 Ac / 0 SF
PERMANENT WETLAND IMPACTS = 0.0 Ac / 0 SF
TEMPORARY STREAM IMPACTS = 0 LF
PERMANENT STREAM IMPACTS = 0 LF
MECHANIZED CLEARING IN WETLANDS = 0.0 Ac / 0 SF
PERMANENT WETLAND IMPACTS = 0.00 Ac / 0 SF
TEMPORARY STREAM IMPACTS = 10 LF
PERMANENT STREAM IMPACTS = 58 LF
HAND CLEARING IN WETLANDS = 0.0Ac / SF
PERMANENT WETLAND IMPACTS = 0.0Ac / SF
TEMPORARY STREAM IMPACTS = 10 LF
PERMANENT STREAM IMPACTS = 60 LF
HAND CLEARING IN WETLANDS = 0.0Ac / SF
PERMANENT WETLAND IMPACTS = 0.0Ac / SF
AFTER CULVERT INSTALLATION
WATTLES TO BE INSTALLED
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130140
4
:
2
3
:
0
6

P
M
.
.
.
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$
$
$
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$
$
$
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130140
PROJ. REFERENCE NO.SHEET NO.0 5 10
1"=20' HORIZONTAL
-
110
112
108
114
116
118
162
164
166
104
106
102
1"=4' VERTICAL
100
98
96
SURVEY 2-26-13
WS EL.= 108.99'
50Q EL.= 115.2'
100Q EL.= 115.42'
3:1 NORMAL BRIDGE
EXISTING
REMOVE
3:1 NORMAL
STREAM BED
EXISTING
SHEET OF
PERMIT DRAWING
BURY INV. 1' MIN.
BURY INV. 1' MIN.
0.500% GRADE
C EL.= 106.11' ON
SKEW = 60°
C ELEV. = 117.07'
1 @ 19'-10" x 7'-8" ALBC
STA. 13+27.08 -L-
L
PROFILE ALONG STRUCTURE
L
104
106
102
100
98
96
110
108
114
116
112
162
164
166
118
CONC. HEADWALLCONC. HEADWALL
STREAM BED
EXISTING
RIGHT BANK
NATURAL GROUND
LEFT BANK
NATURAL GROUND
LEFT BANK
NATURAL GROUND
RIGHT BANK
NATURAL GROUND
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