20141184 Ver 1_Application_20141110

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WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 9
PERMIT DRAWING
Site 1
Site 2
Site 3
Site 4
Site 5
Site 6
Site 8
Site 7
TOTAL LENGTH OF TIP PROJECT B-3673
LENGTH STRUCTURE TIP PROJECT B-3673
LENGTH ROADWAY TIP PROJECT B-3673
= 0.511 MI
= 0.051 MI
= 0.460 MI
VICINITY MAP
See Sheet 1-B For Conventional Symbols
See Sheet 1-A For Index of Sheets
5
6
TO MARION
BEGIN BRIDGE
-L- Sta. 27+78+/-
END BRIDGE
N
AD
8
3
4
TO THE LIMITS ESTABLISHED BY METHOD II .
CLEARING ON THIS PROJECT SHALL BE PERFORMED
BOUNDARIES.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL
BEGIN TIP PROJECT B-3673
END TIP PROJECT B-3673
-L-
SECOND BROAD RIVER
SECOND BROAD RIVER
US 221
BEGIN CONSTRUCTION
-L- PC Sta. 12+16.15
TO RUTHERFORDTON
SHOWN ON THE PLANS.
WITH ACCESS BEING LIMITED TO POINTS AS
THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT
SOUTHERN RAILWAY R/W
-L- Sta. 30+68+/-
UTILITIESBRNHS-221(10)
RIGHT-OF-WAYBRNHS-221(10)
-L- POT Sta. 39+12.16
-L- POC Sta. 41+16.00
END CONSTRUCTION
33217.2.UFS1
33217.2.FS1
APRIL 21, 2015
SEPTEMBER 20, 2013 WARREN JOHNSON
DAVID L. WILVER, P.E.
McDOWELL COUNTY
BRIDGE NO. 17 OVER SECOND BROAD
RIVER ON US 221

25 50 10050
25 50 10050
5 10 2010
DHV
D
T
V
=
=
=
=
=
=
7,800
11,800
10
55
13
60
%
%
MPH
ADT
ADT
2015
2035
% *
DUAL 5%

INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
* TTST 8%
FUNC CLASS =
RURAL ARTERIAL
PROFILE (HORIZONTAL)

33217.1.1 PE

BRNHS-221(10)

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
Prepared in the Office of:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER

HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
0
9
/
0
8
/
9
9
B-3673DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
7
/
15
/
2
0
14
B
-
3
6
7
3
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:

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6
7
3
A
R
T
MEN
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A
S
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H
D
E
P
T
O
F TRA SPORT
T
I
O
N
T
A TEOFN RT
C AR
O
LI
N
A
0
0
0
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
STATEWIDE TIER
BRENDA L. MOORE, PE
NCDOT CONTACT
F-1084
Professional Corporation License Number:
Cary, NC 27518
8000 Regency Parkway, Suite 600
Michael Baker Engineering, Inc.
AND RETAINING WALL
GRADING, PAVING, DRAINAGE, STRUCTURE
C
S
X
R
ailr
o
a
d
S
o
uthe
rn
R
a
i
l
w
a
y
Southern
Second
B
ro
ad
R
I
V
E
R
2
.5
0
.6 7
1147
1351
1148
1150
1782
White PineD
r
.
Arro
w
hea
d
Dr.
B
eaver Creek
Dr.
S
p
o
o
ky H
o
llo
w
D
r
.
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M
ountain
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d.
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L o o pL
n
.
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Old
N
e
a
l
R
d.
R
h
o
m
T ow
n
Dr.
Hw
y.
AlmaMorganDr.
%221
END
PROJECT
PROJECT
BEGIN
%221
25 50 100500
PLANS
SHEET 2 OF 9
PERMIT DRAWING 4
FUTURE DESIGN
PROPOSED DESIGN
SEE SHEET 7 FOR -L- PROFILE
M
A
T
C
H

S
H
E
E
T

5

-
L
-

S
T
A
.

2
1
+
0
0
.
0
0
GFD = GEOTEXTILE FOR DRAINAGE
Michael Baker Engineering, Inc.
NC License: F-1084
Cary, NC 27518
Suite 600
8000 Regency Parkway
NC COA No. C-0890
Raleigh, NC 27606
915 Jones Franklin Road
SUNGATE DESIGN GROUP, P.A.
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
B-3673
10
/
2
0
/
2
0
14
B
-
3
6
7
3
_
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y
d
_
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_
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_
0
4
.
d
g
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o
w
a
r
d
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
18" CMP
HW
HW
CMP
18"
430
1SFD
48
"
WD
RA
IL
S
1SBLK
/F
W
BST
B
GR
GR
GATE
MTL
CONC
HOUSE
PLAY
4
8
" WD
RA
IL
GATE
MTL
SR 1150 SPOOKY HOLLOW DR ST19’ B
431
432
433
US 221 24’ BST
WOODS
WOODS
4
5
MON
R/W
MON
R/W
SECOND BROAD RIVER
SECOND BROAD RIVER
WOODS
WOODS
WOODS
TOWER
MTL
TOWER
MTL
WD RAIL
48"
SOUTHERN RAILWAY R/W (RAILROAD ABANDONED)
SOUTHERN RAILWAY R/W (RAILROAD ABANDONED)
PAUL H. CARTWRIGHT
PAUL H. CARTWRIGHT
PAUL H. CARTWRIGHT
TO RUTHERFORDTON
EXISTING R/W
4
5
.
0
0
’
EXISTING R/W
EXISTING R/W
45.00’
EXISTING R/W
DEAD
END
N
A
D
83
POT Sta. 10+00.00
-L-
2
0
+
0
0
15
+
0
0
10
+
0
0
PRC Sta. 18+55.62
-L- PC Sta. 12+16.15
BEGIN CONSTRUCTION
BEGIN TIP PROJECT B-3673
FUTURE LANES
GRADING ONLY
P
O
T

S
t
a
.

2
5
3
+
4
5
.7
8
-LFUT-
1
1
30" CMP
HW
SEE DETAIL 2
CLASS ’B’ RIP-RAP
LAT ’V’ DITCH w/
2GI
SEE DETAIL 4
EST DDE +/-14 CY
CL ’I’ RIP RAP
TAIL DITCH w/
BDO
FS
SEE DETAIL 3
CLASS ’B’ RIP-RAP
LAT ’V’ DITCH w/
SEE DETAIL 7
CLASS ’B’ RIP-RAP
LAT ’V’ DITCH w/
L
S etc.
GI
10:1 20
:1
( Not to Scale)
FALSE SUMP
2.0’
@ STA. 19+38 -L- LT / @ 21+79 -L- LT
DETAIL 5
Traffic Flow
Outside Ditch
1
.
0
’

M
a
x
0
.
5
’
M
in
.
S=Ditch Slope C Proposed Ditch
LATERAL ’V’ DITCH
( Not to Scale)
2:
1 2:1
D
b
d
1"/Ft.
FROM STA. 16+00 TO STA. 17+00 -L- LT
Slope
Fill
Type of Liner=Class ’B’ Rip-Rap b=3.0 Ft.
Max. d=1.0 Ft.
Min. D=1.5 Ft.
DETAIL 7
Ground
Natural
Drainage
Geotextile For
2:12:
1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 19+26 TO STA. 19+40 -L- RT
DETAIL 4
B=2.0 Ft.
Max. d=1.5 Ft.
Min. D=2.0 Ft.
Ground
Natural
Ground
Natural
Type of Liner=Class ’I’ Rip-Rap
Drainage
Geotextile For
LATERAL ’V’ DITCH
( Not to Scale)
2:
1 2:1
D
b
d
1"/Ft.
FROM STA. 14+50 TO STA. 16+00 -L- LT
Slope
Fill
Type of Liner=Class ’B’ Rip-Rap b=3.0 Ft.
Max. d=1.5 Ft.
Min. D=2.0 Ft.
DETAIL 3
Ground
Natural
Drainage
Geotextile For
LATERAL ’V’ DITCH
( Not to Scale)
2:
1 2:1
D
b
d
1"/Ft.
FROM STA. 12+50 TO STA. 14+50 -L- LT
Slope
Fill
Type of Liner=Class ’B’ Rip-Rap b=3.0 Ft.
Max. d=2.0 Ft.
Min. D=2.5 Ft.
DETAIL 2
Ground
Natural
Drainage
Geotextile For
F
LO
W
A
BLE
F
ILL
3
6
"

R
C
P
-
I
I
I
F
LO
W
A
B
LE

F
I
LL
2
4
"

R
C
P
-
I
I
I
PLUG
PLUG
PLUG
PLUG
HW
REMOVE
1
8
"
w/
E
L
B
O
W
S
P
P
P
P
ELB
ELB
EST 15 SY GFD
EST 6 TONS
SLOPE AT STREAM
RIP-RAP ON BACK
PLACE CLASS ’B’
EST 6 SY GFD
EST 2 TONS
CL ’I’ RIPRAP
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
Site 3
Site 1
Site 2
S S SURFACE WATER
DENOTES IMPACTS IN
F
F
F
C
F
F
C
F
25 50 100500
PLANS
SHEET 3 OF 9
PERMIT DRAWING 4
FUTURE DESIGN
PROPOSED DESIGN
SEE SHEET 7 FOR -L- PROFILE
M
A
T
C
H

S
H
E
E
T

5

-
L
-

S
T
A
.

2
1
+
0
0
.
0
0
GFD = GEOTEXTILE FOR DRAINAGE
Michael Baker Engineering, Inc.
NC License: F-1084
Cary, NC 27518
Suite 600
8000 Regency Parkway
NC COA No. C-0890
Raleigh, NC 27606
915 Jones Franklin Road
SUNGATE DESIGN GROUP, P.A.
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
B-3673
10
/
2
0
/
2
0
14
B
-
3
6
7
3
_
H
y
d
_
p
r
m
_
w
e
t
_
p
s
h
_
0
4
_
c
o
n
.
d
g
n
r
h
o
w
a
r
d
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
18" CMP
HW
HW
CMP
18"
430
1SFD
48
"
WD
RA
IL
S
1SBLK
/F
W
BST
B
GR
GR
GATE
MTL
CONC
HOUSE
PLAY
4
8
" WD
RA
IL
GATE
MTL
SR 1150 SPOOKY HOLLOW DR ST19’ B
431
432
433
US 221 24’ BST
WOODS
WOODS
4
5
MON
R/W
MON
R/W
SECOND BROAD RIVER
SECOND BROAD RIVER
WOODS
WOODS
WOODS
TOWER
MTL
TOWER
MTL
WD RAIL
48"
SOUTHERN RAILWAY R/W (RAILROAD ABANDONED)
SOUTHERN RAILWAY R/W (RAILROAD ABANDONED)
PAUL H. CARTWRIGHT
PAUL H. CARTWRIGHT
PAUL H. CARTWRIGHT
TO RUTHERFORDTON
EXISTING R/W
4
5
.
0
0
’
EXISTING R/W
EXISTING R/W
45.00’
EXISTING R/W
DEAD
END
N
A
D
83
POT Sta. 10+00.00
-L-
2
0
+
0
0
15
+
0
0
10
+
0
0
PRC Sta. 18+55.62
-L- PC Sta. 12+16.15
BEGIN CONSTRUCTION
BEGIN TIP PROJECT B-3673
FUTURE LANES
GRADING ONLY
P
O
T

S
t
a
.

2
5
3
+
4
5
.7
8
-LFUT-
1
1
30" CMP
HW
SEE DETAIL 2
CLASS ’B’ RIP-RAP
LAT ’V’ DITCH w/
2GI
SEE DETAIL 4
EST DDE +/-14 CY
CL ’I’ RIP RAP
TAIL DITCH w/
BDO
FS
SEE DETAIL 3
CLASS ’B’ RIP-RAP
LAT ’V’ DITCH w/
SEE DETAIL 7
CLASS ’B’ RIP-RAP
LAT ’V’ DITCH w/
L
S etc.
GI
10:1 20
:1
( Not to Scale)
FALSE SUMP
2.0’
@ STA. 19+38 -L- LT / @ 21+79 -L- LT
DETAIL 5
Traffic Flow
Outside Ditch
1
.
0
’

M
a
x
0
.
5
’
M
in
.
S=Ditch Slope C Proposed Ditch
LATERAL ’V’ DITCH
( Not to Scale)
2:
1 2:1
D
b
d
1"/Ft.
FROM STA. 16+00 TO STA. 17+00 -L- LT
Slope
Fill
Type of Liner=Class ’B’ Rip-Rap b=3.0 Ft.
Max. d=1.0 Ft.
Min. D=1.5 Ft.
DETAIL 7
Ground
Natural
Drainage
Geotextile For
2:12:
1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 19+26 TO STA. 19+40 -L- RT
DETAIL 4
B=2.0 Ft.
Max. d=1.5 Ft.
Min. D=2.0 Ft.
Ground
Natural
Ground
Natural
Type of Liner=Class ’I’ Rip-Rap
Drainage
Geotextile For
LATERAL ’V’ DITCH
( Not to Scale)
2:
1 2:1
D
b
d
1"/Ft.
FROM STA. 14+50 TO STA. 16+00 -L- LT
Slope
Fill
Type of Liner=Class ’B’ Rip-Rap b=3.0 Ft.
Max. d=1.5 Ft.
Min. D=2.0 Ft.
DETAIL 3
Ground
Natural
Drainage
Geotextile For
LATERAL ’V’ DITCH
( Not to Scale)
2:
1 2:1
D
b
d
1"/Ft.
FROM STA. 12+50 TO STA. 14+50 -L- LT
Slope
Fill
Type of Liner=Class ’B’ Rip-Rap b=3.0 Ft.
Max. d=2.0 Ft.
Min. D=2.5 Ft.
DETAIL 2
Ground
Natural
Drainage
Geotextile For
F
LO
W
A
BLE
F
ILL
3
6
"

R
C
P
-
I
I
I
F
LO
W
A
B
LE

F
I
LL
2
4
"

R
C
P
-
I
I
I
PLUG
PLUG
PLUG
PLUG
HW
REMOVE
1
8
"
w/
E
L
B
O
W
S
P
P
P
P
ELB
ELB
EST 15 SY GFD
EST 6 TONS
SLOPE AT STREAM
RIP-RAP ON BACK
PLACE CLASS ’B’
EST 6 SY GFD
EST 2 TONS
CL ’I’ RIPRAP
1122
1123
11241124
1125
1125
1125
1125
11251125
1125
1126
1126
1126
1126
1126
1127
1127
1127
1127
1127
1128
1128
1128
11281128
1128
1129
1129
1129
1129
1129
1129
1130
1130
1130
1130
113
0
1130
1
1
3
0
1130
1130
1130
1130
1130
1130
1131
1131
1131
1131
1
1
3
1
1131
1131
1131
1131
1132
1132
1132
1132
1132
1132
1132
11321132
1132
1133
1133
1133
1133
1133
11331133
1133
11331133
1133
1133
11331134
1134 1134
1134
1134
1134
1134
1134
1134
1134
1134
1134
1134
1135
1135
1135 1135
1
1
3
5
1135
1135
113
5
1135 1135
1135
11351135
1135
1135
1135
1135
1135113511351135
1135
1135
1135
1135
1135
1136
1136 11361136
1136
1136
1136
1136
1136
11361136
1136
1
1
3
6
1136
1136
113
6
1137
1137
1137
1137
1137 1137
1137
1137
1137
1137
11371137
1137
1
1
3
7
1137
1137
1138
1138
113
8
1138
113
8
1138
1138
1
1
3
8
113
8
1138
11381138
11381138
1138
1138
113
8
1139
1139
1139
1139
1139 1139
1139
1
1
3
9
113
9
1139
11391139
11391139
1139
1139
113
9
1140
1140
1140 1140
1140
1
1
4
0
1140
1140
1140
1
1
4
0
1140
1140
1140
1140
11401140114011401
14
011401140
1140
1140 1140
1
1
4
0
1140
1140
1140
1140
1140
114
0
1141
1141
1
14
1
1141
1141
1141
1141
1141
114111411141
1141
1141
1141
1141
1141
114
1
114
2
1142
1142
114
2
1142
1142
114
2
11421142114211421142
1142
1142
114
2
1142
1142
1142
1143
1143
1
1
4
3
1143
1143
1
1
4
3
11431143114311431143
1143
1143 1143
1143
1143
114
31143
1143
114
3
1144
1144
1
1
4
4
1144
1144
11441144114411441144
1144
1144 1144
1144
1
1
4
4
1144
1144
1144 114
4
1145
1145
1145
1145
1145
1145
1145
1145
1145
1145
1145
114511451145114511451145
1145
1145
1145
1145 1145
1145 1145
114
5
114
5
1145
11451145
1145
1145
1145
114
5
1146
1146
1146 1146
1146
1146
11461146
114
6
1146
1146
1
1
4
6
1146
1146
1146
1146
1147
1147
1147
1147
1147
1147
1147
1147
1147
1147
1
1
4
7
114
71147
1147
1147
1148
1148
1148
114
8
1148
1148
1148
1148
1148
1148
1
1
4
8
1
1
4
8
1148
1148
1148
1149
114
9
1149 1149
1149
1149
1149
1149
1
1
4
9
1149
1149
1149
1149
1150
1150
1150
1150
1150
115
0
1
1
5
0
1150
1150
1150
115011501150
1
1
5
0
11
5
0
1150
1150
1150
1150
1150
1150
1
1
5
1
1151
1151
115
1
1151
1151
1151
1151
1151
1
1
5
2
1152
1152
1152
1152
1152
1152
1152
1152
115
3
1153
1153
1
1
5
3
11531153
1153
1153
1153
1154
1154
1154
115
4
11541154
1154
1154
1154
1155
1
1
5
5
1155
1155
1155
1155
1155
1
15
5
1155
11551155
1155
1
1
5
5
1155
1155
1155
115
5
1155
1155
1
1
5
6
115
6
1156
1156
1156 1156
1156
115
6
1156
1
1
5
7
115
7
1157
1157
1157 1157
1157
115
7 1157
1
1
5
8
1
1
5
8
1158
1158
1158
1158
1158
1158
115
9
1159
1159
1159
1159
1159
1159
1159
1160
1160
1160
1160
1160
1160
116
0 1160
1160
1160
1160
116
0
1160 1160
1160
1160
1161
1161
1161
1161
1161
1161
116
1
1161
1162
1162
1162
1162
1162
1162
116
2
1163
1163
1163
1163
1163
1163
1163
116
3
1164
1164
1164
1164
1164
1164
1164
1
1
6
4
1165
1165
116
5 1165
1165
1165
1165
1
1
6
5
1165 1165 1165
1165 1165
1165
1165
1166
1166
1166
1166
1166
1166
1166
1167
1167
1167
1167
1167
1167
116
7
1168
1168
1168
1168
1168
1168
1168
1169
1169
1169
1169
1169
1169
1169
1170
1170
1170 1170
1170
1170
1170
1
1
7
0
1170
1170
1170
1170
1171
1171
1171
1171
1171
1171
1171
1172
1172
1172
1172
1172
1172
1172
1173
1173
1173
1173
1173 1173
1173
1174
1174
1174
1174
1174
1174
1174
1175
1175
1175
1175
1175
1175
1175
117
5
1175
117
5
1175
1175
1176
1176
1176
1176
1176
1176
1176
1177
1177
1177
1177 1177
1177
1177
1178
1178
1178
1178
1 1 7 8
1178
1178
1179
1179
1179
1179
117 9
1179
117
9
1180
1180
1180 1180
1180
1180
1
1
8
0
118
0
1180
1180
1180
1181
1181
1181 1181
1181
1181
1182
1182
1182 1182
118
2
1182
1183
1183
1183
1183
118
3
1183
1184
1184
1184
1184
1
1
8
4
11841185
1185
1185 1185
1185
1185
1
1
8
5
1
1
8
5
1185
11
8
5
1185
1186
1186
1186
1186
118
6
1186
1187
1187
1187
1187
118
7
1187
1188
1188
1188
1188
118
8
1
1
8
8
1189
1189
1189
1189
118
9
118
9
1190
1190
1190 1190
1190
1190
1190
1
1
9
0
1190
119
0
1190
1190
1191
1191
1191
1191
119
1
11911192
1192
1192
1192
119
2
11921193
1193
1193
1193
119
3
11931194
1194
1194
1194
119
4
1194
1195
1195
1195 1195
1195
1195
1195
1195
1195
1195
119
5
1195
1196
1196
1196
1196
119
6
1
1
9
6
1197
1197
1197
1197
119
7
1197
1198
1198
1198
1198
119
8
119
8
1199
1199
1199
1199
1
19
9
119
9
1200
1200
1200 1200
1200
1200
1200
1200 1200
1200
1200
1200
1201
1201
1201
1201
1
2
0
1
12
0
1
1202
1202
1202
1202
12
0
2
1202
1203
1203
1203
1203
1
2
0
3
1203
1204
1204
1204
12
04
1
2
0
4
1204
1205
1205
1205 1205
1205
1205
1
2
0
5
12
0
5
1205
1205
1205
1205
1206
1206
1206
1206
1
2
0
6
1206
1207
1207
1207
1207
1
2
0
7
1207
1208
1208
1208
1208
1
2
0
8
1208
1209
1209
1209
1209
1
2
0
9 1209
1210
1210
1210 1210
1210
1210
1210
1
2
1
0
12
10
12
10
1210
1210
1211
1211
1211
1211
1
2
1
1 1211
1212
1212
1212
1212
1
2
1
2 1212
1213
1213
1213
1213
1
2
1
3 1213
1214
1214
1214
1214
1
2
1
4 1214
1215
1215
1215 1215
1215
1215
1215
1215
1
2
1
5
1215
1215
1
2
1
5
1216
1216
1216
1216 12
16 1216
1217
1217
1217
1217
12
17 1217
1218
1218
1218
1218
12
18 1218
1219
1219
1219
1219
12
19 1219
1220 1220
1220 1220
1220
1220
1220 122012
2
0
1220
1220
1220
1221
1221
1221
1221
12
2
1 1221
1222
1222
1222 1222 12
2
2
1222
1223
1223
1223 1223 12
2
3
1223
1224
1224
1224
1224
12
2
4
1
2
2
4
1225 1225
1225 1225
1225
1225
1225
1225
12
2
5
1225
12
2
5
1225
1226
1226
1226
1226
12
2
6
12
2
6
1227
1227
1227 1227
12
2
7
12
2
7
1228
1228
1228 1228
12
2
8
12
2
8
1229
1229
1229 1229 12
2
9
12
2
9
1230 1230
1230 1230
1230
1230
1230
1230
12
3
0
1230
1
2
3
0
1230
1231
1231
1231 1231 12
3
1
1
2
3
1
1232
1232
1232 1232
12
3
2
1
2
3
2
1233
1233
1233 12331233
1
2
3
3
1234
1234
1234 1234
12 3 4
1
2
3
4
1235 1235
1235 1235
1235
1235
1235
1235
12
3
5
1235
1
2
3
5
1236
1236
1236
1
2
3
6
12 3 6
1
2
3
6
1237
1237
1237
1
2
3
7
12 3 7
1
2
3
7
1238
1238
1238
1
2
3
8
12 3 8
1
2
3
8
1239
1239
1239
1
2
3
9
12 3 9
1
2
3
9
1240
1240
1240 1240
1240
1240
1240
1240
1
2
4
0
1
2
4
0
1
2
4
0
1241
1241
1241 1
2
4
1
1241
12
4
1
1242
1242
1242 12
4
2
1242
1242
1243
1243
1243 1
2
4
3
1243
1
2
4
3
1244
1244
1244 1244
1244
1
2
4
4
1245
1245
1245 1245
1245
1245
1245
1
2
4
5
1245
1
2
4
5
1
2
4
5
1246
12
4
6
1246 1246
1246
1
2
4
6
1247
1247
1247 1247
1247
12
4
7
1248
124
8
1248 1248
12 4 8
1248
1249
12
4
9
1249 1249
12 4 9
12
4
9
1250
1250
1250
1250
1250
1250
1250
1
2
5
0
12
5
0
1
2
5
0
1
2
5
0
1251
1
2
5
1
1251 1251
1251
1
2
5
1
1252
1
2
5
2
1252 1252
1252
1
2
5
2
1253
1
2
5
3
1253 1253
1253
1
2
5
3
1254
1
2
5
4
1254 1254
1254
1
2
5
4
1255
1255
1255
1255
1255
1255
1255
1255
1255
12
5
5
1256
1
2
5
6
1256 1256
1256
1
2
5
6
1257
1
2
5
7
1257 1257
1
2
5
7
1258
1
2
5
8
1258 1258
1
2
5
8
1259
1
2
5
9
1259 1259
1
2
5
9
1260
1260
12
6
0
1260
1260
1260
1260
1260
1 2 6 0
1260
1261
1
2
6
1
1261 1261
1
2
6
1
1262
1
2
6
2
1262 1262
1
2
6
2
1263
1
2
6
3
1263 1263
1
2
6
3
1264
1
2
6
4
1264 1264
1
2
6
4
1265
1265
12
6
5
1265
1265
1265
1265
1265
1265
1265
1266
1
2
6
6
1266 1266
1267
1
2
6
7
1267
1267
1268
1
2
6
8
1268
1268
1269
12
6
9
1269
1269
1270
1270
1270
1270
1270
1270
1270 1270
1270
1270
1271
12
7
1
1271
1271
1272
12
7
2
1272
1272
1273
12
7
3
1273
1273
1274
12
7
4
1274
1274
1275
1275
1275
1275
1275
1275
1275
1275
1275
12
7
5
1276
12
7
6
1276
1276
1277
12
7
7
1277
1277
1278
12
7
8
1278
1278
1279
12
7
9
1279
1279
1280 1280
1280
1280
1280
1280
1280 1280
1280
1281
12
8
1
1281
1281
1282
1
2
8
2
1282
1282
1283
1
2
8
3
1283
1283
1284
1
2
8
4
1284
1284
1
2
8
5 1285
1285
1285
1285
1285 1285 1285
1285
1286
12
8
6
1286
1286
1287
1287
1287
1287
1288
1288
1288
1288
1289
1289
1289
1289
1290
1290
1290
1290
1290
1290
1290 1290
1290
1291
1291
1291
1291
1292
1292
1292
1292
1293
1293
1293
1293
1294
1294
1294
1294
1
2
9
5
1295
1295
1295
1295
1295
1
2
9
5 1295
12951295
12
9
5
1296
1296
1296
1296
1296
12
9
6
1297
1297
1297
1297
12
9
7
1298
1298
1298
1
2
9
8
12
9
8
1299
1299
1299
1299
1299
13
0
0
1300
1300
1300
1300
1300
1300
1300
1300
1301
1
3
0
1
1301
1301
1301
1302
13
0
2
1302
1302
1302
1303
13
0
3
1303
13
0
3
1304
1304
1304
130
4
13
0
5
1305
1305
1305
1305
1305
1305
1305
1305
1306
1306
1
3
0
6
13
0
6
1307
1307
13
0
7
1
3
0
7
1
3
0
7
1308
1308
1308
1
3
0
8
1309
1309
1309
1
3
0
9
1
3
1
0
13
10
1310
1310
1310
1310
1310
1310
1310
1311
1311
1311
1311
1311
1312
1312
1312
1312
1312
1313
1313
1313
1313
1313
1314
1
3
1
4
1314
1314
1314
1
3
1
5
13
15
1315
1315
1
3
1
5
1315
1315
13
15
1315
1316
1
3
1
6
1316
1316
1316
1317
1
3
1
7
1317
1317
1317
1318
1
3
1
8
1318
1318
1318
1319
1319
1319
1319
1319
1
3
2
0
13
2
0
1320 1320
1320
1320
1320
1320
1320
1321
1321
1321
1
3
2
1
1 3 2 2
1 3 2 2
1322
1
3
2
2
1322
1323
1323
1323
1
3
2
3
1323
13
2
4
1324
1324
1324
1324
1
3
2
5
13
2
5
1325
1325
1325
1325
1325
13
2
5
1325
1326
1326
1326
1326
1326
1327
13
2
7 1327
1327
1327
1328
1328 1328
1328 1328
1329
1329
1329
1329 1329
1330
1330
1330
1330
1330
1330
1330
1330
1330
1330
1331
1331
1331
1331
1331
1332
1332
1332
1332
1332
13
3
3
1
3
3
3
1333
1333
1333
1
3
3
4
13
3
4
1334
1334
1334
13
3
5
1335
1335
1335
1335
13
3
5
1335
1335
1335
1335
13
3
6
1336
1336
1336
1336
1337
1337
1337
1337
1338
1338
1338
1338
1338
1339
1339
1339
1339
1339
13
4
0
1340
1
3
4
0
1340
1340
1340
1340
1340
1340
1341
1341
1341
1341
1 3 4 1
1342
1342
1342
1342
13
4
2
1343
1343
1343
1343
13
4
3
1344
1344
1344
1344
13
4
4
1345
1345
1345
1345
1345
1345
1345 1345
1345
1346 1346
1346
1346
1347 1347
1347
1347
1348
1348
1348
1348
1349
1349
1349
1349
1350
1350 1350
1350
13
5
0
1350
1350 1350
1351
1351
1351
1351
1352
1352
1352
1352
1353
1353
1353
1353
1354
1354
1354
1354
1355
1355 1355
1355
1355
1355
1355 1355
1356
1356
1356
1356
1357
1357
1357
1357
1358
1358
1358
1358
1359 1359
1359
1359
1360
1360
1360
1360
1360
1360
1360 1360
1361 1361
1361
1361
1362 1362
1362
1362
1363 1363
1363
1363
1364 1364
1364
1364
1365
1365
1365
1365
1365 1365
1365
1365
1366
13
66
1366
1366
1367
1367
1367
1367
1368
13
6
8
1368
1368
1369 1369
1369
1369
1370
1370
1
3
7
0
13
7
0
1370 1370
1370
1370
1371 13
7
1
1371
1371
1372 1
3
7
2
1372
1372
1373 1
3
7
3
1373
1373
1374 1
3
7
4
1374
1374
1375
13
7
5
1375
1375
1375
1375
1375
1376 1
3
7
6
1376
1377
1
3
7
7
1377
13
7
8
1
3
7
8
1378
13
7
9 1379
1379
1380
13
8
0
1380
1380
13
8
0
1380
13
8
1
13
8
1
138113
8
2
1
3
8
2
138213
8
3
13
8
3 1383
13
8
4
1384 1384
1385
1
3
8
5
1385
1385
1
3
8
5
1385
13
8
6
1386
1386
13
8
7
1387
1387
13
8
8
1
3
8
8 138813
8
9
1389 1389
1390
1390
13
9
0
1390
13
9
1
1391 139113
9
2 1392 139213
9
3 1393
1
3
9
3
13
9
4 1394
1394
1395
1395
13
9
6
13
9
613
9
7
13
9
713
9
8
1400
1400
1405141014151420142114221423142414251426142714281429143014311432143314341435
143614371438143914411442
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
Site 3
Site 1
Site 2
S S SURFACE WATER
DENOTES IMPACTS IN
F
F
F
C
F
F
C
F
25 50 100500
PLANS
SHEET 4 OF 9
PERMIT DRAWING
5
FUTURE DESIGN
PROPOSED DESIGN
SEE SHEET 7 FOR -L- PROFILE
M
A
T
C
H

S
H
E
E
T

4

-
L
-

S
T
A
.

2
1
+
0
0
.
0
0
M
A
T
C
H
S
H
E
E
T
6

-
L
-

S
T
A.
3
4
+
0
0
.
0
0
SEE SHEETS S-1 THRU S-? FOR STRUCTURE PLANS
SEE SHEETS W-1 THRU W-? FOR RETAINING WALL PLANS
GFD = GEOTEXTILE FOR DRAINAGE
Michael Baker Engineering, Inc.
NC License: F-1084
Cary, NC 27518
Suite 600
8000 Regency Parkway
NC COA No. C-0890
Raleigh, NC 27606
915 Jones Franklin Road
SUNGATE DESIGN GROUP, P.A.
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
B-3673
9
/
10
/
2
0
14
B
-
3
6
7
3
_
H
y
d
_
p
r
m
_
w
e
t
_
p
s
h
_
0
5
.
d
g
n
r
h
o
w
a
r
d
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
N
A
D
83
-L-
3
0
+
0
0
2
5
+
0
0
PT Sta. 24+96.93
PC Sta. 27+68.94
PC Sta. 27+68.94
1
2
3
4
2
1
1
P
C

S
t
a
.

2
7
0
+
0
4
.
7
8
-LFUT-4’x4’ CONC
MTL
MTL
MTL
MTL
CMP
66"
434
WW
CONC
2-4’
HT
R
S
D
K
WD
GR
GR
GATE
MTL
438
439
440
441
SOIL/GR
ABAND
ABAND
US 221 24’ BST
WOODS
SECOND BROAD RIVER
WOODS
WOODS
WOODS
WOODS
6
TOWER
MTL
RW MON
RW MON
SOUTHERN RAILWAY R/W (RAILROAD ABANDONED)
SOUTHERN RAILWAY R/W (RAILROAD ABANDONED)
BARRY MICHAEL SPENCER
AND EVA J. SEAWELL
FRED SEAWELL SR.
PAUL H. CARTWRIGHT
PAUL H. CARTWRIGHT
LOENARD W. GOBLE
WOODS
BARRY MICHAEL SPENCER
PAUL H. CARTWRIGHT
15" RCP-IV FS
SEE DETAIL 6
FALSE CUT
GRADE TO DRAIN
EST 6 SY GFD
EST 2 TON
CL I RIP RAP
FROM STA. 27+30 TO STA. 28+25 -L- RT
( Not to Scale)
2’min.
Abutment and Piles
Remove Existing
2’

STREAMBANK STABILIZATION
DETAIL 8
3GI
5
4
"
R
C
P
-
III
APPROACH SLAB
27+32 LT TO
SBG FROM
TB 2GI
APPROACH SLAB
26+94 RT TO
SBG FROM
GRADE TO DRAIN
15" RCP-IV
TB 2GI
STA. 21+82 -L- LT
4:1 or
Flatter
DETAIL 6
3-GI
5.0’
N.G./T.B.
Exist. Ditch
Bed Pipe
Fill
Slope
Headwall
2:1
( Not to Scale)
FALSE CUT
SEE DETAIL 9
EST DDE +/-25 CY
CL ’I’ RIP RAP
TAIL DITCH w/
SEE DETAIL 1
w/ CL ’B’ RIPRAP
STD ’V’ DITCH
Drainage
Geotextile For
2:12:
1
D
( Not to Scale)
d
STANDARD ’V’ DITCH
FROM STA. 33+00 TO STA. 35+50 -L- RT
Type of Liner=Class ’B’ Rip-Rap Max. d=2.0 Ft.
Min. D=2.5 Ft.
DETAIL 1
Ground
Natural
Ground
Natural
Drainage
Geotextile For
SEE DETAIL 10
STABILIZATION
STREAM BANK
( Not to Scale)
FROM STA. 29+77 TO STA. 30+42 -L- RT
DETAIL 10
1.5’
Geotextile=35 sy
Type of Liner=23 Tons, CL ’I’ Rip-Rap
1.0’min.
2:12:
1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 22+20 TO STA. 22+30 -L- RT
DETAIL 9
B=5 Ft.
Max. d=4 Ft.
Min. D=6 Ft.
Ground
Natural
Ground
Natural
Type of Liner=Class ’I’ Rip-Rap
Drainage
Geotextile For
EST 6 SY GFD
EST 2 TON
CL ’I’ RIP RAP
1159.3’
ELEV
HW
TB 2GI
Type of Liner = Class II Rip-Rap & Geotextile
(STRUCTURE PAY ITEM)
CLASS ’II’ RIP RAP
15" w/ ELBOWS
( Not to Scale)
DETAIL 11
Geotextile
1.0’min.
FROM STA. 33+50 TO STA. 34+70 -L- LT
2.0’
NWS
NWSGeotextile
RIP RAP AT EMBANKMENT
RIP RAP AT EMBANKMENT
Geotextile=300 SY
Type of Liner=285 Tons, Cl ’II’ Rip-Rap
TB 2GI
15 " RC
P -IV

2GITB
1 5 " C S P w
/ ELBO
W S
SEE DETAIL 8
EMBANKMENT
RIP RAP AT
SEE DETAIL 11
EMBANKMENT
RIP RAP AT
TO TOP OF BERM
CL ’II’ RIP-RAP
31+75 -L-
PILING
END SHEET
EST 535 TONS
30+60 TO 34+90 -L-
1.5:1 SLOPE TO ELEV 1154.0’
CLASS ’II’ RIP RAP
SCOUR PROTECTION
14
-
G
A
.
5
4
"

C
S
P
REMOVE
REMOVE
ELB
ELB
ELB
ELB
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
Site 6
Site 4
Site 5
Site 7
Site 8
F
F
F
C
C
F
C
25 50 100500
PLANS
SHEET 5 OF 9
PERMIT DRAWING
5
FUTURE DESIGN
PROPOSED DESIGN
SEE SHEET 7 FOR -L- PROFILE
M
A
T
C
H

S
H
E
E
T

4

-
L
-

S
T
A
.

2
1
+
0
0
.
0
0
M
A
T
C
H
S
H
E
E
T
6

-
L
-

S
T
A.
3
4
+
0
0
.
0
0
SEE SHEETS S-1 THRU S-? FOR STRUCTURE PLANS
SEE SHEETS W-1 THRU W-? FOR RETAINING WALL PLANS
GFD = GEOTEXTILE FOR DRAINAGE
Michael Baker Engineering, Inc.
NC License: F-1084
Cary, NC 27518
Suite 600
8000 Regency Parkway
NC COA No. C-0890
Raleigh, NC 27606
915 Jones Franklin Road
SUNGATE DESIGN GROUP, P.A.
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
B-3673
9
/
10
/
2
0
14
B
-
3
6
7
3
_
H
y
d
_
p
r
m
_
w
e
t
_
p
s
h
_
0
5
_
c
o
n
.
d
g
n
r
h
o
w
a
r
d
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
N
A
D
83
-L-
3
0
+
0
0
2
5
+
0
0
PT Sta. 24+96.93
PC Sta. 27+68.94
PC Sta. 27+68.94
1
2
3
4
2
1
1
P
C

S
t
a
.

2
7
0
+
0
4
.
7
8
-LFUT-4’x4’ CONC
MTL
MTL
MTL
MTL
CMP
66"
434
WW
CONC
2-4’
HT
R
S
D
K
WD
GR
GR
GATE
MTL
438
439
440
441
SOIL/GR
ABAND
ABAND
US 221 24’ BST
WOODS
SECOND BROAD RIVER
WOODS
WOODS
WOODS
WOODS
6
TOWER
MTL
RW MON
RW MON
SOUTHERN RAILWAY R/W (RAILROAD ABANDONED)
SOUTHERN RAILWAY R/W (RAILROAD ABANDONED)
BARRY MICHAEL SPENCER
AND EVA J. SEAWELL
FRED SEAWELL SR.
PAUL H. CARTWRIGHT
PAUL H. CARTWRIGHT
LOENARD W. GOBLE
WOODS
BARRY MICHAEL SPENCER
PAUL H. CARTWRIGHT
15" RCP-IV FS
SEE DETAIL 6
FALSE CUT
GRADE TO DRAIN
EST 6 SY GFD
EST 2 TON
CL I RIP RAP
FROM STA. 27+30 TO STA. 28+25 -L- RT
( Not to Scale)
2’min.
Abutment and Piles
Remove Existing
2’

STREAMBANK STABILIZATION
DETAIL 8
3GI
5
4
"
R
C
P
-
III
APPROACH SLAB
27+32 LT TO
SBG FROM
TB 2GI
APPROACH SLAB
26+94 RT TO
SBG FROM
GRADE TO DRAIN
15" RCP-IV
TB 2GI
STA. 21+82 -L- LT
4:1 or
Flatter
DETAIL 6
3-GI
5.0’
N.G./T.B.
Exist. Ditch
Bed Pipe
Fill
Slope
Headwall
2:1
( Not to Scale)
FALSE CUT
SEE DETAIL 9
EST DDE +/-25 CY
CL ’I’ RIP RAP
TAIL DITCH w/
SEE DETAIL 1
w/ CL ’B’ RIPRAP
STD ’V’ DITCH
Drainage
Geotextile For
2:12:
1
D
( Not to Scale)
d
STANDARD ’V’ DITCH
FROM STA. 33+00 TO STA. 35+50 -L- RT
Type of Liner=Class ’B’ Rip-Rap Max. d=2.0 Ft.
Min. D=2.5 Ft.
DETAIL 1
Ground
Natural
Ground
Natural
Drainage
Geotextile For
SEE DETAIL 10
STABILIZATION
STREAM BANK
( Not to Scale)
FROM STA. 29+77 TO STA. 30+42 -L- RT
DETAIL 10
1.5’
Geotextile=35 sy
Type of Liner=23 Tons, CL ’I’ Rip-Rap
1.0’min.
2:12:
1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 22+20 TO STA. 22+30 -L- RT
DETAIL 9
B=5 Ft.
Max. d=4 Ft.
Min. D=6 Ft.
Ground
Natural
Ground
Natural
Type of Liner=Class ’I’ Rip-Rap
Drainage
Geotextile For
EST 6 SY GFD
EST 2 TON
CL ’I’ RIP RAP
1159.3’
ELEV
HW
TB 2GI
Type of Liner = Class II Rip-Rap & Geotextile
(STRUCTURE PAY ITEM)
CLASS ’II’ RIP RAP
15" w/ ELBOWS
( Not to Scale)
DETAIL 11
Geotextile
1.0’min.
FROM STA. 33+50 TO STA. 34+70 -L- LT
2.0’
NWS
NWSGeotextile
RIP RAP AT EMBANKMENT
RIP RAP AT EMBANKMENT
Geotextile=300 SY
Type of Liner=285 Tons, Cl ’II’ Rip-Rap
TB 2GI
15 " RC
P -IV

2GITB
1 5 " C S P w
/ ELBO
W S
SEE DETAIL 8
EMBANKMENT
RIP RAP AT
SEE DETAIL 11
EMBANKMENT
RIP RAP AT
TO TOP OF BERM
CL ’II’ RIP-RAP
31+75 -L-
PILING
END SHEET
EST 535 TONS
30+60 TO 34+90 -L-
1.5:1 SLOPE TO ELEV 1154.0’
CLASS ’II’ RIP RAP
SCOUR PROTECTION
14
-
G
A
.
5
4
"

C
S
P
REMOVE
REMOVE
ELB
ELB
ELB
ELB
1133
1134
1134
1135
1135
1135
1135
1135
1136
1136
1136
1136
1137
1137
1137
11371
1
3
7
1138
1138
1138
1138
1138
113 8
1139
1139
1139
1139
1139
113
9
113
9
1139
1140
1140
1140
1140
1140
1140
11401140
1140114011401140
1
1
4
0
1140
1141
1141
1141
1141
1141
1141
1141
1141
1141
1142
1142
1142
1142
1142
1142
1142
1142
1142
1142
114
2
1143
1143
1143
1143
1143
11431143
1
1
4
3
1143
1143
1143 1143
114
3
1144
1144
1144
1144
114
4
1144
1144
1144
11441144
1
1
4
4
1144
1144
1
1
4
4
114
4
1145
1145
1145
1145
1145
1145
1145
1145
1145
1145
1145
1145
1145
1145
1145
1145
1145
1145
1145
1145
1145114511451145
1145
1 1 4 5
114
5
114
5
114
5
1145
1146
1146
1146
1146
1
1
4
6
114
6
1146
1146
1146
1146
1146
1146
114611461146
1146 114
6
1146
1147
1147
1147
1147
11471
1
4
7
1147
1147
1147
1147
1147
1147
114711471147
1147
114
7
1147
114
7
1148
1148
1148
1148
11481148
1148
1
1
4
8
1148
1148
1148
1148
114811481148
1
1
4
8
114
8
1149
1149
1149
1149
11491149
1149
1149
1149
1149
1149
1
1
4
9
114911491149
114
9
1149
1150
1150
1150
1150
1150
1150
1150
1150
1150
115
0
1150
1150
1150
1150
1150
1150
1150
1150
1150
1150
1150
1150
1150
1150
11501150
11501150115011501150
1150
1150
1150
1150
115
0
1151
1151
1151
1151
1151
1151
11
5
1
1151
1151
1151
1151
1151
11511151
11511151
1
1
5
1
1151
1151
1151
1152
1152
1152
1152
1152
1
1
5
2
1152
1152
1152
1152
1152
1152
1152
1152
11521152
1152
1152
1152
115
2
1153
1153
1153
1153
1153
1153
1153
1153
1153
1153
1153
1153
1153
1153
1153 1153
1
1
5
3
1153
1153
115
3
1153
1
1
5
3
1153
1154
1154
1154
1154
1154
1154
1154
1154
1154
1154
1154
1154
1154
1154
1154
1154
115
4
1154
115
4
1155
1155
1155
1155
1155 1155
1155
1155
1155
1155
1155
1155
1155
1155
1155
1155
1155
1155
1155
1155
1155
1155
1155
1155
1155
1155
1155
11551155
115
5
1155
115
5
115
5
11551156
1156
1156
1156
1156
1156
1156
1156
1156
1156
1156
1156
1156
1156
1156
1156
1157
1157
1157
1157
1157
1157
1157
1157
115711571157
1157
1157
1157
1157
1157
1157
1158
1158
1158
1158
1158
11581158
1158
1158
1158 1158
1158
1158
1158
1158
1158
1159
1159
1159
1159
1159
1159
1
1
5
9
1159
1159
115
9
1159
1
1
5
9
1159
1159
1159
1159
1160
1160
1160
1160
1160
1160
1160
1160
1160
1160
1160
1160
1160
1160
1160
1160
1
1
6
0
1
1
6
0
1160
1160
116
0
116
0 1160
1160
1160
1160
1160
1
1
6
0
1160
1161
1161
1161
1161
1161
1161
1161
116111611
1
6
1
1
1
6
1
1
1
6
1
1161
1161
1161
1161
1162
1162
1162
1162
1162
1162
1162
1162
1162
116
2
1 1 6 2
1
1
6
2
1162
1162
1162
1162
1163
1163
1163
1163
1163
1163
11631163
1163
1163
1163
1163
1163
1163
1163
1164
1164
1164
1164
1164
1164
116
4
1164
1164
1164
116
4
1164
1164
1164
1164
1165
1165
1165
1165
1165
1165
1165
1165
1165
1165
1165
1165
1165
1
1
6
5
1 1 6 5
1
1
6
5
1165
1165
1
1
6
5
1165
1165
1165
1165
1165
1165
1165
1165
1166
1166
116
6
1166
1166
1166
11661166
1166
1166
1
1
6
6
1166
1166
1166
1166
1167
1167 1167
1167
1167
1167
1167
1167
1167
1
1
6
7
1167
1167
1167
1167
1168
1168 1168
1168
1168
1168
1168
1168
1168 1168
1168
1168
1168
1168
1169
1169
1169
1169
1169
1169
116
9
116
9
1
1
6
9
1169
1169
116
9
1169
1169
1170
1170
1170 1
1
7
0
1170
1170
1170
1170
1170
1170
1170
117
0
1
1
7
0
117
0
1170
117
0
1170
1170
1170
1170
1170
1170
1170
1170
1170
1171
1171
1171
1171
1171
117
1
1171 1171
1171
1171
1171
1171
1172
1172
1172
117
2
1
1
7
2
1172
1172
1172
1172
1172
1172
1172
1173
1173
1173
117
3
1
1
7
3
1173
1173
1173
1173
1173
1173
1173
1173
1174
1174
1174
117
4
1
1
7
4
1174
1174
1174
1174
1174
1174
1174
1174
1175
1175
1175
1175
1175
1175
117
5
1
1
7
5
1
1
7
5
1175
1175
1
1
7
5
1175
1175
1175
1175
1175
1175
1175
1175
1175
1175 1175
1176
1176
1176
117
6
1
1
7
6
1176
1176
1176
1176
1176
1176
1176 1176
1177
1177
1177
117
7
1
1
7
7
1177
117
7 1177
1177
1177
1177
1177 1177
1178
1178
1178
117
8
117
8
1178
1
17
8
1178
1178
117
8
1178
1178 1178
1179
1179
1179
117
9
1
1
7
9
1179
1179
1179
1179
11
7
9
1179
1179 1179
1180
1180
1180
1180
118
0
1180
118
0
1
1
8
0
118
0
1
1
8
0
1180
1180
1180
1180
1180
1180
1180
118
0
1180
1180
1180
1180
1180
118
0
1181
1181
1181
118
1
118
1
1181 1181
1181
1181
1181
1181
1181
118
1
1182
1182
1182
118
2
1
1
8
2
1182 118
2
1182
1182
118
2
1182
1182
118
2
1183
1183
1183
118
3
118
3
1
1
8
3
1183
1183
1183
1183
1183
1183
1184
1184
1184
118
4
1
1
8
4
1
1
8
4
1184
1184
1184
11841184
1184
1185
1185
1185
1185
118
5
1185
118
5
1
18
5
1
1
8
5
118
5
1
1
8
5
1185
118
5
1
1
8
5
1185
1185
1185
1185
1
18
5
1185
1185
1185
1186
1186
1186
118
6
1
1
8
6
1
1
8
6
1186
1186
1186
1186
1186
1186
1186
1187
1187
1187
118
7
1
18
7
118
7
1187
1187
1187
1187
1187
1187
1187
1188
1188
1188
118
8
118
8
118
8
1188
1188 1188
1188
1188
1188
1188
1189
1189
118
9
118
9
118
9
1189
1189
1189
1189
1
1
8
9
1
1
8
9
1
1
8
9
1189
1190
1190
1190
1190
1190
119
0
1 1 9 0
1
1
9
0
1
1
9
0
119
0
1
1
9
0
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1
1
9
0
1190
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1190
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1190
119
0
1190
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1
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1
1191 1191
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1191
1191
1191
1192
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119
2
1
19
2
119
2
1192 1
1
9
2
1192
1192
119
2
1192
1193
1193
119
3
1
19
3
1
1
9
3
1193
1
1
9
3
1193
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1
1
9
3
1 1 9 3
1194
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119
4
1
19
4
11
9
4
1
1
9
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4
1194
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1
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4
1194
1195
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5
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1
1
9
5
119
5
1
19
5
1
1
9
5
1195 1195
1
1
9
5
1195
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1195
1195
1196
1196
119
6
119
6
1
1
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6
1
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6
1196
1196
1196
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1197
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119
7
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1
1
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1
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9
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19
9
1
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1200
1200
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12
0
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1203
1203
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1
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2
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4
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5
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6
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6
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2
0
6
12
0
6
1206 1206
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2
0
6
1206
1
2
0
6
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0
6
1206
1207
1207
12
0
7
12
0
7
1
2
0
7
1
2
0
7
1207 1207
1207
1207
1
2
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7
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7
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12
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8
12
0
8
1
2
0
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2
0
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2
0
8
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2
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8
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12
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2
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2
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2
0
9
1
2
0
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12
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1209
1209
1
2
0
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1210
12
10
12
10
1
2
1
0
1
2
1
0
1
2
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1
2
1
0
12
1
0
12
10
1210
1
2
1
0
1210
1210
1210
1210
1
2
1
0
1210
1210
1210
1211
12
11
12
11
1
2
1
1
1
2
1
1
1211
1211
1211
1
2
1
1
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1212
12
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2
1
2
1
2
1
2
1212
1212 1212
1
2
1
2
1212
1213
12
13
12
13
1
2
1
3
1
2
1
3
1213
1213 1213
1
2
1
3
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1214
12
14
12
14
1
2
1
4
12
14
1214
1214 1214
1214
1214
1214
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12
15
12
15
1
2
1
5
1
2
1
5
1215
1
2
1
5
1
2
1
5
1
2
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5
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1
2
1
5
1215 1215 1215
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12
15
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12
15
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12
16
12
16
1216
12
16
1216
1216
1216
1216
1216
1216
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12
17
1
2
17
1217
12
17
1217
1217
1217
1217
1
2
1
7
1217
1218
12
18
12
1
8
1
2
1
8
12
1
8
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1218
1218
1218
1218
1
2
18
1218
1219
12
19
1
2
1
9
12
19
1
2
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1
2
1
9
1219
1
2
1
9 12
19
1220
1220
12
2
0
12
2
0
1
2
2
0
1
2
2
0
1220
1
2
2
0
1
2
2
0
1
2
2
0
1220 1220
1220
1
2
2
0
1220
1220
1
2
2
0
1220
1220
12
2
0
1
2
2
0
12
2
1
12
2
1
1
2
2
1
1
2
2
1
1
2
2
1
1221 1221
1221
1221
1
2
2
1
12
2
1
12
2
2
1
2
2
2
1222
1
2
2
2
1222
12
2
2
1222
1222
1
2
2
2
12
2
2
1222
12
2
3
1
2
2
3
1
2
2
3
1
2
2
3
1223
1
2
2
3
12
2
3
1223
1
2
2
3
1223
1223
1223
12
2
4
1
2
2
4
1
2
2
4
1
2
2
4
1
2
2
4
1224
1
2
2
4
1224
1
2
2
4
1224
1224
1224
12
2
5
12
2
5
1
2
2
5
12
2
5
1
2
2
5
1
2
2
5
1
2
2
5
1
2
2
5
1225
1225
1225
1
2
2
5
1225
1225
12
2
5
1
2
2
5
1
2
2
5
12
2
5
1225
1225
12
2
6
1
2
2
6
1226
1
2
2
6
1226
1226
1226
12
2
6
1226
1226
12
2
7
1
2
2
7
1227
1
2
2
7
1227
1227
1227
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1
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1229
1229
1229
12
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1229
1229
12
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0
12
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1
2
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3
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1
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1230
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1
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1
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1
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5
12
5
6
1
2
5
6
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12
5
6
12
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6
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6
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1
2
5
6
1
2
5
6
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6
12
5
7
1
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7
12
5
7
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5
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12
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7
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1
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5
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12
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0
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0
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6
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1
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6
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1
1261
12
6
1
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12
6
2
1
2
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2
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6
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6
2
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2
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12
6
2
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1
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2
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6
3
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3
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1
2
6
3
12
6
3
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12
6
3
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1
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6
3
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4
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1
2
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4
1264
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12
6
4
1
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4
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6
5
1
2
6
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2
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5
1
2
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5
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1265
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12
6
5
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5
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6
5
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2
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6
1
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6
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6
6
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6
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0
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12
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1
2
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2
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2
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12
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3
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4
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1
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1
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1310
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13101311
1311
13
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1312
1312
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1
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1
3
13
131314
1314
1314
1315
13
15
1315
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13 15
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1316
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1317
1317
1318
1318
1319
1319
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2
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1320 1320
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1
3
2
8
13
2
9
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
Site 6
Site 4
Site 5
Site 7
Site 8
F
F
F
C
C
F
C
SHEET 6 OF 9
PERMIT DRAWING
FUTURE DESIGN
6
SEE SHEET 7 FOR -L- PROFILE
PROPOSED DESIGN
M
A
TC
H

S
H
EET
5

-
L-

S
TA
. 3
4
+
0
0
.0
0
GFD = GEOTEXTILE FOR DRAINAGE
SEE SHEETS W-1 THRU W-? FOR RETAINING WALL PLANS
Michael Baker Engineering, Inc.
NC License: F-1084
Cary, NC 27518
Suite 600
8000 Regency Parkway
NC COA No. C-0890
Raleigh, NC 27606
915 Jones Franklin Road
SUNGATE DESIGN GROUP, P.A.
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
B-3673
7
/
14
/
2
0
14
B
-
3
6
7
3
_
H
y
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_
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6
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d
g
n
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h
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w
a
r
d
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
-L- POT Sta. 39+12.16
.0
0
NAD 83
.0
1
.0
1
.0
2
5
.0
16
-L-
.0
1
4
0
+
0
0
4
5
+
0
0
3
5
+
0
0
.0
2
PT Sta. 37+40.76
PC Sta. 39+32.84
PT Sta. 45+70.87
#1RETAINING WALL
PROPOSED
GRAU 350
-L- 36+60.00
END RETAINING WALL
-L- POC Sta. 41+16.00
END TIP PROJECT B-3673 END CONSTRUCTION
P
T

S
t
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. 2
7
8
+
5
7
.16
T
S

S
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. 2
8
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1.5
4
S
C

S
ta
. 2
8
3
+
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1.5
4
-LFUT-
4
1
WENDELL S. CONNOR
100.00
’
M
TL
M
T
L
M
T
L
SO
IL /G
R
4
4
6
4
4
7
18"
C
M
P
HW
H
W
MTL
W
W
6
’
C
O
N
C
WW
5
’ CONC
W
W
6
’
C
O
N
C
W
W
5’
C
O
N
C
C
O
N
C
8
’x
9
’
W
W
2-
4’
C
O
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C
CO
N
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4’
x
4’
H
W
12’
C
O
N
C
G
A
T
E
M
T
L
CMP
18"
H
T
R
G
R
ABAND ABAND ABAND
ABAND
SECOND BROAD RIVER
60" CHL
445
WW
3
’
CONC
10
0
.
0
0
’
S
O
U
THERN
RAI
LW
A
Y
R/
W (
RAI
LRO
A
D
A
BA
N
D
O
NED)
S
O
U
TH
ERN
RAI
LW
A
Y
R/
W (
RAI
LRO
A
D
A
BA
N
D
O
NED)
EXISTING R/W
EXISTING R/W
10
0
.0
0
’
WOODS
WOODS
8
W
O
O
D
S
WOODS
WOODS
7
TO
W
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M
TL
T
O
W
E
R
M
T
L
SOUTHERN RAILWAY R/W (RAILROAD ABANDONED)
SOUTHERN RAILWAY R/W (RAILROAD ABANDONED)
LOENARD W. GOBLE
JERRY CONNER AND BETTY G. CONNER
OF TRANSPORTATION
NORTH CAROLINA DEPARTMENT
WESLEY ANDERSON
STEVEN IVERS
WILEEN C. HUMBLE
WILLIAM FRANK SMITH
PEARL FRANCES SMITH
ALLEN JEFFERY CARR
AND BAO X. YANG
SOUA YANG
AND RICHARD W. HOLCOLMBE
DEVON N. WYATT,
RACHEL L. WYATT,
BONNIE P. HOLCOMBE,
PAUL H. CARTWRIGHT
F
L
O
W
A
B
L
E
F
I
L
L
SEE DETAIL 1
w/ CL ’B’ RIPRAP
STD ’V’ DITCH
GRADE TO DRAIN
30+69 TO 36+60 LT
RETAINING WALL TO SBG
GRADE TO DRAIN FROM
2:12:
1
D
( Not to Scale)
d
STANDARD ’V’ DITCH
FROM STA. 33+00 TO STA. 35+50 -L- RT
Type of Liner=Class ’B’ Rip-Rap Max. d=2.0 Ft.
Min. D=2.5 Ft.
DETAIL 1
Ground
Natural
Ground
Natural
Drainage
Geotextile For
36+60 LT
END SBG
OF EXIST 18" CMP
REMOVE APPROX 13’
PLUG
PLUG
P
P
SEE DETAIL 11
EMBANKMENT
RIP RAP AT
( Not to Scale)
DETAIL 11
Geotextile
1.0’min.
FROM STA. 33+50 TO STA. 34+70 -L- LT
2.0’
RIP RAP AT EMBANKMENT
Geotextile=300 SY
Type of Liner=285 Tons, Cl ’II’ Rip-Rap
NWS TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
Site 8
F
F
FC
F
SHEET 7 OF 9
PERMIT DRAWING
FUTURE DESIGN
6
SEE SHEET 7 FOR -L- PROFILE
PROPOSED DESIGN
M
A
TC
H

S
H
EET
5

-
L-

S
TA
. 3
4
+
0
0
.0
0
GFD = GEOTEXTILE FOR DRAINAGE
SEE SHEETS W-1 THRU W-? FOR RETAINING WALL PLANS
Michael Baker Engineering, Inc.
NC License: F-1084
Cary, NC 27518
Suite 600
8000 Regency Parkway
NC COA No. C-0890
Raleigh, NC 27606
915 Jones Franklin Road
SUNGATE DESIGN GROUP, P.A.
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
B-3673
7
/
14
/
2
0
14
B
-
3
6
7
3
_
H
y
d
_
p
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m
_
w
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_
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6
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c
o
n
.
d
g
n
r
h
o
w
a
r
d
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
-L- POT Sta. 39+12.16
.0
0
NAD 83
.0
1
.0
1
.0
2
5
.0
16
-L-
.0
1
4
0
+
0
0
4
5
+
0
0
3
5
+
0
0
.0
2
PT Sta. 37+40.76
PC Sta. 39+32.84
PT Sta. 45+70.87
#1RETAINING WALL
PROPOSED
GRAU 350
-L- 36+60.00
END RETAINING WALL
-L- POC Sta. 41+16.00
END TIP PROJECT B-3673 END CONSTRUCTION
P
T

S
t
a
. 2
7
8
+
5
7
.16
T
S

S
t
a
. 2
8
1+
4
1.5
4
S
C

S
ta
. 2
8
3
+
4
1.5
4
-LFUT-
4
1
WENDELL S. CONNOR
100.00
’
M
TL
M
T
L
M
T
L
SO
IL /G
R
4
4
6
4
4
7
18"
C
M
P
HW
H
W
MTL
W
W
6
’
C
O
N
C
WW
5
’ CONC
W
W
6
’
C
O
N
C
W
W
5’
C
O
N
C
C
O
N
C
8
’x
9
’
W
W
2-
4’
C
O
N
C
CO
N
C
4’
x
4’
H
W
12’
C
O
N
C
G
A
T
E
M
T
L
CMP
18"
H
T
R
G
R
ABAND ABAND ABAND
ABAND
SECOND BROAD RIVER
60" CHL
445
WW
3
’
CONC
10
0
.
0
0
’
S
O
U
THERN
RAI
LW
A
Y
R/
W (
RAI
LRO
A
D
A
BA
N
D
O
NED)
S
O
U
TH
ERN
RAI
LW
A
Y
R/
W (
RAI
LRO
A
D
A
BA
N
D
O
NED)
EXISTING R/W
EXISTING R/W
10
0
.0
0
’
WOODS
WOODS
8
W
O
O
D
S
WOODS
WOODS
7
TO
W
ER
M
TL
T
O
W
E
R
M
T
L
SOUTHERN RAILWAY R/W (RAILROAD ABANDONED)
SOUTHERN RAILWAY R/W (RAILROAD ABANDONED)
LOENARD W. GOBLE
JERRY CONNER AND BETTY G. CONNER
OF TRANSPORTATION
NORTH CAROLINA DEPARTMENT
WESLEY ANDERSON
STEVEN IVERS
WILEEN C. HUMBLE
WILLIAM FRANK SMITH
PEARL FRANCES SMITH
ALLEN JEFFERY CARR
AND BAO X. YANG
SOUA YANG
AND RICHARD W. HOLCOLMBE
DEVON N. WYATT,
RACHEL L. WYATT,
BONNIE P. HOLCOMBE,
PAUL H. CARTWRIGHT
F
L
O
W
A
B
L
E
F
I
L
L
SEE DETAIL 1
w/ CL ’B’ RIPRAP
STD ’V’ DITCH
GRADE TO DRAIN
30+69 TO 36+60 LT
RETAINING WALL TO SBG
GRADE TO DRAIN FROM
2:12:
1
D
( Not to Scale)
d
STANDARD ’V’ DITCH
FROM STA. 33+00 TO STA. 35+50 -L- RT
Type of Liner=Class ’B’ Rip-Rap Max. d=2.0 Ft.
Min. D=2.5 Ft.
DETAIL 1
Ground
Natural
Ground
Natural
Drainage
Geotextile For
36+60 LT
END SBG
OF EXIST 18" CMP
REMOVE APPROX 13’
PLUG
PLUG
P
P
SEE DETAIL 11
EMBANKMENT
RIP RAP AT
( Not to Scale)
DETAIL 11
Geotextile
1.0’min.
FROM STA. 33+50 TO STA. 34+70 -L- LT
2.0’
RIP RAP AT EMBANKMENT
Geotextile=300 SY
Type of Liner=285 Tons, Cl ’II’ Rip-Rap
NWS
114
6 1146
1147
1147
1147
1148
1148
1
1
4
8
11481148
1149
1149
1149
1149
1150
1150
1150
1150
11501150
1150
1150 1150
1150
1151
1151
1151
11511151
1152
1152
1152
1152
1152
1152
1153
1153
1
1
5
3
1153
1153
1154
1154
1154
11541154
1154
1155
1155
1155
1155
1155
1155
1155
1155
1155
1155
1155
115511551155
1155
1155 1155
1156
1156
1156
1156
1156
1156
1156 1156
1156
1156
1157
1157
1157
1157
1157
1157
1
1
5
7
1157 1157
1157 1157
1157
1158
1158
1158
1158
1158
115
8
1158
1158
1158
1158
1158
1159
1159
1159
1159
1159
1159
1159
1159
115
9
115
9
1160
1160
1160
1160
1160 1160
1160
1160
1160
1160
1160 1160
1
1
6
0
1160
1160
1160
1160
116
0
1161
1161
1161
1161
1161
116
1
1161
1161
1161
1161
1161
116
1
1162
1162
1162
1162
1162
116
2
1162
116
2
1162
1162
11621162
1163
1163
1163
1163
116
3
1163
1163 1163
1163
1163
1163
1164
1164
1164
1164
1
1
6
4
1164
1164
1164
1164
1164
1165
1165
1165
1165
1165
1165
1165
1165
1
1
6
5
1
1
6
5
1165
1165
1165
1165
1165
1165
1165
1165
116
5
1165
1166
1166
1166
1166
116
6
1166
1166
1166
1166
1167
1167
1167
1167
1167
116
7
1167
1167
1167
1167
1168
1168
1168
1168
1
1
6
8
116
8
1168
1168
1168
1168
1169
1169
1169
1169
1169
116
9
1169
1169
1169
1169
1170
1170
1170
1
1
7
0
1170
1170
1170
1170
1
1
7
0
117
0
117
0
1170
1170
1170
1170 1170
1
1
7
0 1170
117
0
1170
1171
1171
1171
1171
1
1
7
1
117
1
1171
1
17
1
1171
1171
1
1
7
1
1171
1172 1172
1172
1172
1
1
7
2
117
2
1172
117
2
1172
117
2
1172
11721173
1173
1173
1173
1173
1
1
7
3
117
3
1
1
7
3
1173
1173
117
3
117
3
1174
117
4
1174
1174
1174
1
1
7
4
117
4
117
4
1174
1174
117
4
117
4
1175 1175 1
1
7
5
1175
1175
1175
1175
1175
1175
1175
1
1
7
5
117
5
117
5
117
5
1175
1175
1175
1175
1175
1175
117
5
1176
1176
1176
1176
1176
117
6
1176
1176
1 1 7 6
117 6
1177
1177
1177
1177
1
1
7
7
117
7
1177
1177
117
7
1177
1178
1178
1178
1178
1178
117
8
117
8
1178
117
8
1178
1179
1179
1179
1179
1
1
7
9
117
9
117
9
1179
1179
117
9
1180
1180 1180
118
0
1180
1180
1180
1180
1180
1
1
8
0
118
0
118
0
1180
1
18
0
1180
1180 1180
1180
1
1
8
0
1180
118
0
1181
1181
1181
1181
1
18
1
118
1
11
8
1
1181
1181
1181
1181
1182
1182
1182
1182
118
2
118
2
1182
1182
1182
1182118
2
1183
118
3
1183
1183
118
3
118
3
1183
1183 1183
1183
118
3
1184
1
1
8
4
1184
1184
118
4
118
4
1184
1184
1184
1
1
8
4
118
4
1184
1185
1185
1185
1185
1185
1185
1185
1185
11851185 1185
118
5
118
5
1185
1185
1185 1185 1185
118
5
1185
1185
118
5
1185
1186
1186
1186
1186
11861186 118
6
1186
1186
1186
118
6
1186
1186
1187
1187
1187
1187
1187
1
1
8
7
118
7
1
1
8
7
1187 1187
11
8
7
1187
118
7
1188
1188
1188
1188
1188 1
1
8
8
118
8
118
8
1188
1188
1 1 8 8
1188
1
1
8
8
1189
1189
1189
1189
1189
118
9
118
9
118
9
1189
118
9
1189 1189
1189
1190
1190
1
1
9
0
119
0 1190
1
1
9
0
1190
1190
1190
1190
1
1
9
0
119
0
1190
119
0
1190
1190
1190 1190 1190
119
0
1
1
9
0
1
1
9
0
119
0
119
0
1191
1191
1191
1191
1191
119
1
1191
1191
1191
1191
1191
119
1
1191
1192
1192
1192
1
19
2
1192
1192
1192
11
9
2
119
2
1192
1192
119
2
1192
1
19
3
1193
1193
1193
1193
119
3
1193
1193
1193
1193
119
3
119
3
1
1
9
3
1
1
9
4
1194
1194
1194
1194
1194
1194
1194
1194 1194
1
1
9
4
1194
1194
1195
1195
1195
1195
1195
1195
1
1
9
5
1195
1195
11
9
5
1
1
9
5
119
5
1195
1195
1195
1195
1195 1195
1195
1
1
9
5
1195
1
1
9
5
119
5
1
1
9
5
1195
1195
1
1
9
6
1196
1196
1
1
9
6
1196
119
6
1196
119
6
1196
1196
1
1
9
6
1196
1196
119
7
1197
1197 1197
1197
1197
119
7
1
1
9
7
1197
1197
1
1
9
7
1197
119
7
1
1
9
7
1
1
9
8
119
8
1198 1198
1198
1
1
9
8
119
8
1198
1198
1198
1198
119
8
1198
119
8
1
1
9
8
1198
1199
119
9
1199 1199
1199
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119
9
1199
1199
1199
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119
9
1
1
9
9
1
1
9
9
1
1
9
9
1199
119
9
1200
1200
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1200
1200
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12
0
0
1200
12
0
0
1200
12
0
0 12
0
0
12
0
0
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1
2
0
0
12
0
0
1200
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1
2
0
0
1200
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120012
0
0
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1
2
0
0
12
0
0
1200
12
0
0
1
2
0
0
1201
1201
1201 1201
1201
1201
12
0
1
1201
1201
1201
1201
1201
1201
1201
1201
12
0
1
12
0
1
1202
1202
1202 1202
1202
1202
12
0
2
12
0
2
12
0
2
12
0
2
1202
1202
1202
1
2
0
2
1202
1202
1
2
0
2
1
2
0
2
12
0
2
1203
1203
1203 1203
1
2
0
3
1203
1203
1
2
0
3
1
2
0
3
1203
1203
12
0
3
1203
1203
1
2
0
3
1203
1
2
0
3
1
2
0
3
1203
1204
1204
1204 1204
1
2
0
4
1204
1204
12
0
4
1
2
0
4
1204
1204
12
0
4
1204
1204
1
2
0
4
1204
1204
1204
1
2
0
4
1204
1205 1205
12
0
5 1205
1205 1205
1205
1205
1205
1205 1205
1205
1
2
0
5
1
2
0
5
1
2
0
5
1
2
0
5
1
2
0
5
1205 1205
12
0
5
1205 1205
1205
1205 1205
1205
1205
1205
1
2
0
5
1205
1
2
0
5
1205
1205
1205
1205
1205
1205
1206
1206
1206
1206
1206
12
0
6
12
0
6
12
0
6
12
0
6
1206
1206
1206
120
6
1206
1
2
0
6
12
0
6
1206
1206
1206
12
0
6
1206
1207
1207
1207
1207
1207
1207
1
2
0
7
12
0
7
12
0
7
1207
1207
1207 1207
12071207
1207
12
0
7
1
2
0
7
1208
1208
1208
1208
1208 1208
12
0
8 1208
1208
1208
12
0
8
1
2
0
8
1208
1208
1208
1208
12
0
8
1208
1
2
0
8
1208
1209
1209
1209
1
2
0
9
1
2
0
9
1
2
0
9
12
0
9
1
2
0
9
1209
1209
1209
1209
1209
1209 12
0
9
1209
1
2
0
9
1
2
0
9
1209
12
0
9
1210
1210
1210
1210
1210 1210
1
2
1
0
1210
1
2
10
1
2
1
0
1210
1
2
1
0 1210
12
10
1210
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12
10
1210
1
2
1
0
1210
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1210
1210
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1
2
1
0
1210
12
10
1210
1
2
1
0
1
2
1
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1
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1
0
1210
1
2
1
0
1210
1211
1211
1211
12
11
12
1
1
1
2
1
1
1
2
1
1
1211
12
11
1
2
1
1
1211 1211
1211
1211
1211
1211
1211
1211
1211
1211
1212
1212
1212
12
12
1
2
1
2
12
12
1212
1212
12
12
1212
1212
1212
1212
1212
1212
1212
1212
1
2
1
2
1212
1212
1212
1213
1213
1213
1213
12
13
1
2
1
3
1213
1
2
1
3
1213
12
13
12
13
1213
1213
12
13
1213
1213
1
2
1
3
1213
12
13
1213
1214
1214
1214
1214 1
2
1
4
1
2
1
4
1
2
1
4
1214
1214
1214
12
14
1
2
1
4
1214
1214
1214
1214
1214
1214
1
2
1
4
1214
1215
1215
1215
1215
1215
1215
1215
1215
1
2
15
12
15
1215
1
2
1
5
12
1
5
1
2
1
5
1215
1215
12
15
1215
1
2
1
5
12
15
1215
1
2
1
5
1215
1215
1215
1215
1215
1
2
1
5
1215
12
15
1
2
1
5
1
2
1
5 1215
1215
1215
1215
1216
1216
1216
1
2
1
6
1216
1
2
1
6
12
16
1216
1216
12
16
1216
1216
1216
1216
1216
1216
1
2
1
6
1216
1217
1
2
1
7
1217
1217
1217
1217
12
17
1
2
1
7
1217
1217
12
17
12
17
1217
1217
1
2
1
7
1217
1
2
1
7
12
17
12
17
1218
1218
1218
1218
12
18
1218
12
18
1
2
1
8
1218
1218
1218
1218
1218
1218
1218
1218
1
2
1
8
1218
1219
1219
1219
1
2
1
9
12
1
9
12
19
1
2
1
9
1
2
1
9
1
2
1
9
1219
1219 1219
1219
1219
1219
1219
1219
1219
1220
1220 1220 1220
12
2
0
1220
1220
1
2
2
0
1220
1
2
2
0
1
2
2
0
12
2
0
1220
1
2
2
0
1
2
2
0
1
2
2
0
1220
1
2
2
0
1220
1220
1220
1220
1220
1220
1220 1220 1220
12
2
0
1220
1
2
2
0
1220
1
2
2
0
1220
1221
1221
1221
1221
1221
1221
12
2
1
1
2
2
1
1221
1221
1
2
2
1
1221
1221
12 2 1
1221
1221
1 2 2 1
1
2
2
1
1222
1222
1222
1222
1222
12
2
2
1222
1222
1222
1
2
2
2
1222
1
2
2
2
12
2
2
1
2
2
2
1222
12221222
1
2
2
3
1223
1223
1223
1223
1
2
2
3
1223 1223
1223
1223
1223
1223
1
2
2
3
1223
1
2
2
3
1223
1
2
2
3
1223
1
2
2
4
1224
1224
1224
1224
1224
1224
1
2
2
4
1224
1224
1224
1224
1
2
2
4
1224
1
2
2
4
1224
12
24
1224
1
2
2
4
1225
12251225
1
2
2
5
1225
12
2
5
1225
1225
1
2
2
5
1225
1225 1225
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12
2
5
1
2
2
5
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122512251225
1225
1
2
2
5
1
2
2
5
12
2
5
12
2
5
1
2
2
5
12
2
5
1
2
2
5
1
2
2
5
1
2
2
5
1225
1
2
2
5
1
2
2
5
1
2
2
6
1226
1226
1226
1226
1226
12
2
6
1
2
2
6
1226
1226
1226
1
2
2
6
1226
12
2
6
1
2
2
6
1
2
2
6
1226
1
2
2
7
1227
1227
1227
12
2
7
1227
12
2
7
1
2
2
7
1
2
2
7
1227
1227
1
2
2
7
1227
12
2
7
12
2
7
1
2
2
7
1228 1228
1
2
2
8
1
2
2
8
1228
1228
1228
1
2
2
8
1228
12
2
8
1228
1
2
2
8
1228
1228
12
2
9 1229
1229
1
2
2
9
12
2
9
12291229
1
2
2
9
1229
1
2
2
9
12291
2
2
9
1229
1229
1
2
3
0
1230
1230 1230
1230
1230
1
2
3
0
1
2
3
0
1230
1230
123012301230
12
3
0
1230
1230
1230
1230
12
3
0
1
2
3
0
12
3
0
1230
1
2
3
0
1230
1230
12
3
0
1
2
3
0
1230
1
2
3
1
1231
1231
1
2
3
1
1231
12311231
12
3
1
1
2
3
1
1231
1231
1231
1
2
3
1
1231
1
2
3
1
1232
1232
1
2
3
2
1
2
3
2
1232
12321232
1232
1
2
3
2
12
32
1
2
3
2
1232
1
2
3
2
1232
1
2
3
2
1233
1233
1
2
3
3
1233
12331233
1233
12331233
1
2
3
3
1
2
3
3
1233
1233
1234
1234
1234
1
2
3
4
1
2
3
4
1
2
3
4
1
2
3
4
12
3
4
1
2
3
4
1
2
3
4
1234
1234
1234
1234
1234
1
2
3
4
1235
1235
1235
1
2
3
5
1
2
3
5
1235
1
2
3
5
1
2
3
5
1235
12
3
5
1235
12
3
5
1
2
3
5
1235
1235
1235
1235
12351235
1235
1235
1235
1235
1
2
3
6
1236
1236
12
3
6
12
36
1
2
3
6
1
2
3
6
12
3
6
1
2
3
6
1
2
3
6
1236
1236
1236
1236
1
2
3
7 1237
1
2
3
7
1237
1237
123
7
1
2
3
7
1
2
3
7
12
3
7
1237
1237
1237
1238
12
3
8
1
2
3
8
12
3
8
1238
1238
1
2
3
8
12
3
8
1238
1238
1238
1
2
3
9
1239
1
2
3
9
1239
12
3
9
1
2
3
9
1
2
3
9
12
3
9
1239
1239 1239
1240
1240
1240
1240
1
2
4
0
1240
1240
1240
1240
1240
1240
1
2
4
0
1240 1240
1240
1241
12
4
1
1241
1241
12
4
1
1241
1241
1241
1241
1
2
4
2
1242
1242
1242
1
2
4
2
12421242 1242
1243
1243
1243
1243
1243
1243
1243
1244
1244
1
2
4
4
1244
1244
1244
1
2
4
4
1
2
4
5
1245
1245
1245
1
2
4
5
1245
1245
1
2
4
5
1245
1245
1245
1246
1246
1246
1
2
4
6
12
4
6
12461246
1247
1247
1247
1247
1247
1
2
4
7
1248
1248
1248
1248
1
2
4
8
1248
1249
1249
1249
1249
1
2
4
9
1249
1250
1
2
5
0
1250
1
2
5
0
1250
1
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5
0
1250
1250
12
5
0
1
2
5
0
1251
1251
12 5 1
1251
12
5
1
1251
1252
1252
1252
1252
12
5
2
1253
1253
1 2 5 3
1253
12
5
3
1254
1254
1254
1254
12
5
4
12
5
4
1255
1255
1255
1255
12
5
5
1
2
5
5
1
2
5
5
1255
1255
1256
1256
12
5
6
1
2
5
6
1256
1257
1257
12
5
7
1257
1257
1258
1258
12
5
8
1258
1259
1259
12
5
9
1
2
5
9
1260
1260
1260
1260
1260
1
2
6
0
1260
1260
12
6
1
1261
1261
12
6
2
1 2 6 2
12
6
2
1
2
6
3
1 2 6 3
1263
1
2
6
4
1264
12
6
4
12
64
12
6
5
12
6
5
1265
12
6
5
1265
1265
1265
1266
1266
1266
1
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6
7
1267
1268
1
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8
1
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6
9
1269
1
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0
1270
12
7
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1271
1271
12
7
2
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
Site 8
F
F
FC
F
SHEET 8 OF 9
PERMIT DRAWING
OF -L-)
(UPSTREAM
WORKPAD
TEMPORARY
1,110
1,120
1,130
1,140
1,150
1,160
1,170
1,180
1,190
1,200
12 13 14 15 16 17 18 19 20 21 22 23 24
1,120
1,130
1,140
1,150
1,160
1,170
1,180
1,190
1,200
25 26 27 28 29 30 31 32 33 34 35 36 37 38
1,110
1,120
1,130
1,140
1,150
1,160
1,170
1,120
1,130
1,140
1,150
1,160
1,170
1,180
1,190
1,200
7
25
1,180
1,190
1,200
38 39
M
A
T
C
H

’
A
’
M
A
T
C
H

’
A
’
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
5
/
2
8
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
B-3673
9
/
10
/
2
0
14
B
-
3
6
7
3
_
H
y
d
_
p
r
m
_
w
e
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_
p
f
l
.
d
g
n
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h
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w
a
r
d
54" RCP-III
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
= 50
= 1135.1
= 100
= 500+
= 1145.6
= 27
= 33
= 1135.4
= 49+
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
= 50
= 1143.8
= 100
= 500+
= 1149.6
= 1144.0
= 21+
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
DESIGN HW ELEVATION
BASE HW ELEVATION
54" RCP-III - CULVERT HYDRAULIC DATA
CFS
YRS
YRS
CFS
CFS
YRS
FT
FT
FT
= 50
= 100
= 1159.3
= 1158.5
= 190
= 130
= 150
= 200
E
L
E
V
=
113
2
.5
1
S
T
A

13
+
0
0

-
L
-

L
T
L
A
T

’
V
’

D
I
T
C
H
(+)3.30%
(-)2
.30%(+)1.37%
E
L
E
V
=
113
4
.5
6
S
T
A

14
+
5
0

-
L
-

L
T
L
A
T

’
V
’
D
I
T
C
H
E
L
E
V
=
114
2
.8
1
S
T
A

17
+
0
0

-
L
-

L
T
E
N
D

L
A
T

’
V
’

D
I
T
C
H
E
L
E
V
=
113
3
.6
6
S
T
A

12
+
5
0

-
L
-

L
T
B
E
G

L
A
T

’
V
’

D
I
T
C
H
EXIST. 24" CMP - CULVERT HYDRAULIC DATA 36" RCP - CULVERT HYDRAULIC DATA
36" RCP-III 24" RCP-III
= 12
= 13
= 1157.8
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
= 2700
= 50
= 1149.0
= 3200
= 100
= 1149.90
= 4300+
= 500+
= 1159.4

= 3-25-2013
1143.6
E
L
E
V
=
116
1.5
9
S
T
A

3
3
+
0
0

-
L
-

R
T
B
E
G

S
T
D

’
V
’

D
I
T
C
H
(+)4.31%
E
L
E
V
=
1117
2
.3
6
S
T
A

3
5
+
5
0

-
L
-

R
T
E
N
D

S
T
D

’
V
’

D
I
T
C
H
3/25/13=1143.6’
WS ELEV ON
=1144.4’
NWS ELEV
TO BE REMOVED
EXISTING BRIDGE
LOW CHORD
LOW SIDE
2.12:1 SKEWED
1.5:1 NORMAL
TO TOP OF BERM
CLASS ’II’ RIP RAP
1140’
TO ELEV
PILING
SHEET
MIN. 3.5’
2.12:1 SKEWED
1.5:1 NORMAL
TO TOP OF BERM
CLASS ’II’ RIP RAP
ELEV +/-1147’
EXCAVATE TO
-L- Sta. 39+12.16
END GRADE
GRADE
PROPOSED
EXISTING GROUND
EL = 1,190.89’
(+)4.2576%
BEGIN GRADE
-L- Sta. 12+16.15
-L-
GRADE
PROPOSED
FOR -L- PLAN VIEW SEE SHEETS 4 & 5
PI = 12+75.00
EL = 1,145.48’
(+)0.5600%(+)0.8000%
VC = 100’
K = 417
PI = 14+50.00
EL = 1,146.88’
(+)0.8000%(+)0.5600%
VC = 180’
K = 750
PI = 21+50.00
EL = 1,150.80’
(+)0.5600%(+)1.4400%
VC = 180’
K = 205EL = 1,145.15’
EXISTING GROUND
1,15
5
.8
4
E
L
E
V
=
113
2
.5
1
S
T
A

13
+
0
0

-
L
-

L
T
L
A
T

’
V
’

D
I
T
C
H
(+)3.30%
(+)1.37%
E
L
E
V
=
113
4
.5
6
S
T
A

14
+
5
0

-
L
-

L
T
L
A
T

’
V
’
D
I
T
C
H
E
L
E
V
=
114
2
.8
1
S
T
A

17
+
0
0

-
L
-

L
T
E
N
D

L
A
T

’
V
’

D
I
T
C
H
E
L
E
V
=
113
3
.6
6
S
T
A

12
+
5
0

-
L
-

L
T
B
E
G

L
A
T

’
V
’

D
I
T
C
H
(-)2
.30%
BEGIN BRIDGE
END BRIDGE
-L-
GRADE
PROPOSED
GRADE
PROPOSED
EXISTING GROUND
EXISTING GROUND
FOR -L- PLAN VIEW SEE SHEETS 5 & 6
1,15
5
.8
4
O
E
L
E
V
=
116
1.5
9
S
T
A

3
3
+
0
0

-
L
-

R
T
B
E
G

S
T
D

’
V
’

D
I
T
C
H
(+)4.31%
E
L
E
V
=
1117
2
.3
6
S
T
A

3
5
+
5
0

-
L
-

R
T
E
N
D

S
T
D

’
V
’

D
I
T
C
H
-L- Sta 27+78 +/-
-L- Sta 30+98 +/-
****************************************
NAIL IN BASE OF 15" POPLAR
FROM -L- STA. 39+12.16
BM IS N 16 35’02.75" W 3688.11’
N 681871 E 1113545
BM22 ELEVATION = 1321.36
****************************************
BENCHMARK
PI = 33+70.00
EL = 1,166.35’
(+)1.1600%
(+)4.7000%
VC = 410’
K = 116
PI = 37+00.00
EL = 1,181.86’
(+)4.7000%
(+)4.2576%
VC = 250’
K = 565
PI = 26+50.00
EL = 1,158.00’
(+)1.4400%(+)1.1600%
VC = 170’
K = 607
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8
.
1
1
’

N

6
8
1
8
7
1

E

1
1
1
3
5
4
5
B
M
2
2

E
L
E
V
A
T
I
O
N

=

1
3
2
1
.
3
6
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
B
E
N
C
H
M
A
R
K
P
I

=

3
3
+
7
0
.
0
0
E
L

=

1
,
1
6
6
.
3
5
’
(
+
)
1.
16
0
0
%
(
+
)
4.
7
0
0
0
%
V
C

=

4
1
0
’
K

=

1
1
6
P
I

=

3
7
+
0
0
.
0
0
E
L

=

1
,
1
8
1
.
8
6
’
(
+
)
4.
7
0
0
0
%
(
+
)
4
.
2
5
7
6
%
V
C

=

2
5
0
’
K

=

5
6
5
PI = 26+50.00EL = 1,158.00’(+)1.4400%(+)1.1600%VC = 170’K = 607