R-3300A_CP4C_Permit Drawings_comments_SPL_10_13_2023_my version

CAPE
FE
A
R
Bekkie
Godfrey
Creek
Harrisons
Harrisons
Creek
Creek
Island
Island
Creek
Creek
Catskin
Catskin
Creek
Merricks Creek
Merricks
Cree
k
CSX
Waterway
W aterw
ay
Intracoastal
Gree
ne
Ch
a
n
n
elFutch
Creek
RI
V
E
R
In t raco a s ta l
Intracoastal
Railroad
CSX
Pa
ges
Creek
E
v
eretts Cre
e
k
Pages Creek
N.
Market
St.
N.Market
St.
Futch
Creek
Island
Creek
Creek
Branch
Creek
Isla
nd
Middle Sound
26252423
32
3
3
4
10
13
35
36
1516
17
18 19 20 21 22
27
2
8
29 30
3
1
3
9
3
8
3
7
5 6 7 8 9
11
12
14
34
-THIS IS CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
Atlantic Ocean
C
A
P
E
F
E
A
R
RI
V
E
R
CREEK
HARRISONS
GODFREY CREEK
HARRISONS CREEKISLAND CREEKH
A
N
O
V
ER
NE
W PEN
DER
PENDER
HANOVERNEW
2202
1002
Murraysville
Kirkland
Topsail
Beach
Scotts
Hill
Woodside
Holly Shelter
Game Land
Topsail
Annandale
Hampstead
1565
1695
1593
1750
1563
210210
210210
1569
1569
1643
1573
1574
210210
2102101635
1520
N. MARKET STREET
POWER TRANSMISSION LINE
POWER TRANSMISSION LINE
POWER TRANSMISSION LINE
KIRKLAN
D
TO
MAR
KE
T
S
T
.
T
O
-SR1-
Sidbury Rd1336
1336
ISL
A
N
D
C
R
EE
K
Harrison Creek Rd
Island Creek Rd
H
o
o
v
e
r

R
d
TO I-40
WAYNES BRANCH
SEELEY'S BRANCH
SUITE 410
NC COA No. F-0929
RALEIGH, NC 27607
2610 WYCLIFF ROAD
PHONE: [phone]
-L
1REV
-
VICINITY MAP 2B-2
2B-4
FOR PAVEMENT INFO.
SEE STRUCTURE PLANS
FOR WALL NO. 1 INFO.
SEE STRUCTURE PLANS

D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *
FUNC CLASS =
2040
REGIONAL TIER
PEN/A
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.
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
9
/
2
2
/
2
0
2
3

3
:
10
:
13

P
M
.
.
.
\
D
r
a
w
i
n
g
s
\
R
3
3
0
0
A
_
r
d
y
_
t
s
h
.
d
g
n
U
S
E
R
:

a
t
h
o
m
p
s
o
n
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
IO
N
T
A TEOFN RT
CAR
O
LI
N
A
70
54,800
8
6
60
N/A2016
*(TTST 2% + DUALS 4%)
50 50
50 50 100
10 10 20
License No. F-0672
STANTEC CONSULTING
801 Jones Franklin Road |Suite 300| Raleigh, NC 27606
Tel. [phone] | Fax. [phone] | www.stantec.com
R-3300A
R
-
3
3
0
0
A

PROJECT ENGINEER
PROJECT DESIGN ENGINEER
MICHAEL D. LINDGREN, P.E.
KATRINA N. HAZEL, P.E.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TRACE HOWELL, P.E.
NCDOT DIVISION 3 CONTACT
40237.1.1

LENGTH ROADWAY TIP PROJECT R-3300A
LENGTH STRUCTURE TIP PROJECT R-3300A
= 6.897 MILES
= 0.151 MILES
= 7.044 MILES
GRADING, DRAINAGE, PAVING, STRUCTURES, AND CULVERTS
PENDER COUNTIES
NEW HANOVER &
N
SRS 2007
N
A
D
83/
TOTAL LENGTH TIP PROJECT R-3300A
APRIL 1, 2019
See Sheet 1A For Index of Sheets See Sheet 1B for Conventional Symbols
FREEWAY
2018 STANDARD SPECIFICATIONS
100
40237.2.1 N/A

R/W

40237.2.U1 N/A UTILITIES
See Sheets 1C-1 through 1C-7 for Survey Control Sheets
K
(WILMINGTON BYPASS) TO SOUTH OF NC 210
NC 417 (HAMPSTEAD BYPASS) FROM I-140
JULY 21, 2021
V10=1.4 FPSQ10=4.8 CFS
V10=1.8 FPSQ10=3.4 CFS
V10=2.0 FPS
Q10=11.2 CFS
SEE PERMIT DRAWING SHEET 3A
FOR ENLARGEMENT
SEE PERMIT DRAWING SHEET 3B
FOR ENLARGEMENT
U-4751 PERMITSINCLUDED IN
WETLAND AREA
U-4751 PERMITS
INCLUDED IN
WETLAND AREA

PEN/A

STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1

R-3300A
40237.1.1

N
SRS 2007
N
A
D
83/
SITE 7
SITE 8
SITE 9
SITE 10
SITE 11
SITE 12
SITE 14
SITE 13
SITE 16
SITE 17 SITE 15
SITE 20
SITE 18
SITE 19
SHEET 1 OF 120
PERMIT DRAWING
SITE 21
SITE 22
SITE 25
SITE 23
SITE 24
SITE 26
SITE 27
SITE 28
SITE 29
SITE 32
SITE 31
SITE 34
SITE 33
SITE 35
SITE 36
SITE 38
SITE 39
SITE 40
SITE 43
SITE 45
SITE 48
SITE 44
SITE 37
SITE 47
SITE 42
SITE 46
SITE 41
SITE 30
WETLAND AND STREAM IMPACTS PERMIT
SITE 49
-L1- STA. 578+00.00
BEGIN TIP PROJECT R-3300B
END TIP PROJECT R-3300A
MILITARY CUTOFF RD. (U-4751)
-L1- STA. 205+85.00
BEGIN TIP PROJECT R-3300A
SITE 3
SITE 6
SITE 5
SITE 4
SITE 1
SITE 2
SITE 50
END PROJECT R-3300A
BEGIN PROJECT R-3300A
END PROJECT R-3300A
BEGIN PROJECT R-3300A
17
17
BUS
17
17
17
17
17
140
140
FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
PREPARED IN THE OFFICE OF:
70
75
80
510
15
2
1
5
2
2
0
2
2
5
2
3
0
2
3
5
24
0
25
30
35
40
4
5
20
5
0
5
5
3
0
20
15
20
2
1
5
25
02
CHO
RD
C

A
C

A
01
4
8.2193
47
.0000
70+00.00
48
.4
7
02
47.0000
69+50.00
47
.9698
47.00
00
70
+50.00
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
15"
15
"
1
5
"
R
C
P-III
1
5
"
1
5
"
15
"
1
5
"
1
5
"
15
"
RC
P-
I
V
42" RCP-III
15
" RC
P-IV
15
" RC
P-IV
15" RCP-IV

15"30" RCP-III
EQ
. PIPE
15" RCP-IV
15"
15"
15"
15"
RC
P-III
3
6
"

R
C
P
-
V
3
6
"
R
C
P
-
V
6
0
"

RC
P-
I
V
4
2
"
R
C
P
-
V
15"
15"
15
"
1
5
"
1
5
"
RC
P-III
36
"
12" HDPE SLOPE DRAIN
15"
RCP-III
CONSTRUCTED BY OTHERS
1@12' X 8' RCBC
M
A
T
C
H
LI
N
E -
L
1-
S
T
A
2
15
+
0
0.0
0
S
E
E
S
H
E
E
T

4
MATCHLINE
-
L1-
S
TA 24
2
+
00
.00
S
E
E
S
HEE
T
6
MATCHLINE -Y33RPB- STA 22+00.00 SEE SHEET 32
NAD 83/ NSRS 2007
M
ATCHLI
NE -
Y3
3
RPA-
STA
21
+68.
0
0
S
EE
SHEE
T
34
MATCHLINE -Y33RPCA- STA 24+50.00 SEE SHEET 33
MATCHLINE -Y33- STA 82+50.00 SEE SHEET 34
3
0
TYPE B-77
TYPE B-77
6
'
12
'
12
'
12
'
.0
6
4
5
TYPE B-77
TYPE B-77
4
2
'F
-
F
12
'
12
'
4
'
P
S
4
'
P
S
NOT TO SCALE
SKETCH SHOWING RELATIONSHIP OF PAVEMENT WIDTH TO BRIDGE WIDTH
NOT TO SCALE
SKETCH SHOWING RELATIONSHIP OF PAVEMENT WIDTH TO BRIDGE WIDTH
5
TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77B-
7
7
TYP
E
B-
7
7
TYP
E
12
'
12
'
4
'P
S
4
0
'
F
-
F
12
'
12
'
4
'
10
'
4
'
P
S
NOT TO SCALE
SKETCH SHOWING RELATIONSHIP OF PAVEMENT WIDTH TO BRIDGE WIDTH
MODIFIED TO SHOW AS EXISTING ON TIP PROJECT R-3300A
PIPES INSTALLED UNDER TIP PROJECT U-4751 HAVE BEEN
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
SEE SHEET 61 & 62 FOR -Y33RPCA- PROFILE
SEE SHEET 58 & 59 FOR -Y33RPA- PROFILE
SEE SHEET 58 FOR -Y33LPC- PROFILE
SEE SHEET 60 FOR -Y33RPB- PROFILE
SEE SHEET 56 FOR -Y33- PROFILE
SEE SHEET 40 & 41 FOR -L1- PROFILE
A
BC
D
GRAPHIC SCALE
0'100'100'
REMOVED BY OTHERS
U
4
7
5
1
-
1
1
20' SOIL
14
'
S
OI
L
15
'
S
O
I
L
8' SOIL
10' SOIL
10' SOIL
11' S
OIL
CROOKED PINE RD 20' SOIL

WILD

MAG
N
OLIA
R
D

14
'
S
OIL
U
S

17
/
I
-
14
0

W

3
6
'
B
S
T
U
S

17
/
I
-
14
0

E

3
7
'
B
S
T
8
"
C
O
N
C
4
2
"
R
C
P
30" RCP
4
2
"
C
M
P
12
"
HD
P
E
8" HDPE
3
6
"
C
M
P
2
4
"

C
M
P
8
4
"
C
M
P
3
6
"
C
M
P
2
4
"
C
M
P
15" CMP
12
" HDP
E
W/
C
O
N
C
D
I
M
O
N.

U
4
7
5
1-
11
N
C
D
O
T

G
P
S
14' SOIL
3
0'
P
U
B
L
I
C
R
I
G
H
T

O
F
W
A
Y

E
A
S
E
M
E
NT

E
A
C
H
S
ID
E
O
F

P
R
O
P
E
R
T
Y
L
IN
E
B
M
1
1
N 7
6°37'47" E
547.5
0'
REMOVED BY OTHERS
REMOVED BY OTHERS
R
E
M
O
V
E
D
B
Y
O
T
H
E
R
S
REM
O
VED

BY
O
TH
ERS
REMO
VED
BY
O
TH
ERS
REMOVED BY OTHERS
REM
O
VED

BY
O
TH
ERS
E
XIS
T
I
N
G
R/
W
E
XIS
T
I
N
G
R/
W
E
XI
S
T
IN
G
R/
W
EXISTING R/W
915' R
EXISTING R/W
915' R
EXISTING
R/W
EXISTING R/W
66" RCP
66" RCP
C
A
-L1-
-
Y33
RP
B-
-L1-
-Y33RPCA-
-Y33RPA-
-
Y
3
3
-
-Y33LPC-
-L1-
I
A
U
G
R
E
U

T
L
-
3
WOVE
N WIR
E
FE
NCE
WOVEN WIRE FENCE
W
OVE
N
WIR
E
F
E
NC
E
W
O
VE
N
WI
R
E
F
E
NC
E
W
OV
E
N
WIR
E
F
E
N
C
E
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
ANCHOR UNIT
CABLE GUIDERAIL
16:1 TAPER
-Y33RPCA-
9
/
2
7
/
2
0
2
3

11:2
0
:
0
0

A
M
.
.
.
\
D
r
a
wi
n
g
s
\
R
3
3
0
0
A
_
r
d
y
_
p
s
h
_
0
5
.
d
g
n
U
S
E
R
:
a
t
h
o
m
p
s
o
n
REVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
R-3300A
6
/
2
/
9
9
PLANS
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
C
C
F
F
C
C
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
F
F
F
C
C
F
F
C
F
5
SHEET 2 OF 120
PERMIT DRAWING
FILL IN WETLAND
MECHANIZED CLEARING
EXCAVATION IN WETLAND
EXCAVATION IN WETLAND
MECHANIZED CLEARING
MECHANIZED CLEARING
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
**
*
**
*
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
IN SURFACE WATER
TEMPORARY IMPACTS
SURFACE WATER
IMPACTS IN
SITE 3
SITE 4
SITE 6
SITE 5
SITE 2
SITE 1
V10=1.4 FPS
Q10=4.8 CFS
V10=1.8 FPS
Q10=3.4 CFS
SEE PERMIT DRAWING SHEET 3A
FOR ENLARGEMENT
SEE PERMIT DRAWING SHEET 3B
FOR ENLARGEMENT
U-4751 PERMITS
INCLUDED IN
WETLAND AREA
W/ NATIVE MATERIAL
BURIED 1' BACKFILL
1 @ 12' x 8' RC
B
C

-L1- STA. 235+00 TO 236+00 RT
TO CHANNEL CHANGE
GRADE TO DRAIN
NG
CL I RIP RAP
CL I RIP RAP
FABRIC
GEOTEXTILE
FABRIC
GEOTEXTILE
3:1
6
'
1'
BELOW CHANNEL BED
KEY IN RIPRAP 1.5'
BURY 1'
1 @ 12' X 8' RCBC
960 CY
ELEV. =41'
DITCH TO
FILL EXISTING
( Not to Scale)
3:13:1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM Y33LPC STA. 5+60 TO STA. 9+00 RT
FROM Y33LPC STA. 16+47 TO STA. 18+87 RT
DETAIL 5B
b=5.0Ft.
B=2.0Ft.
Min. D=2.0Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
LATERAL BASE DITCH
D
B
b
1"/Ft.
FROM Y33RPB STA. 17+07 TO STA. 20+90 RT
DETAIL 5D
Ground
Natural
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM L1 STA. 233+46 TO STA. 233+74 LT
Min. D=1.5Ft.
DETAIL 5H
Ground
Natural Flatter4:1 or
Slope
Fill
( Not to Scale)
LATERAL BASE DITCH
3:1 D
B
b
3:1 1"/Ft.
FROM Y33RPB STA. 20+90 TO STA. 25+05 RT
DETAIL 5C
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
DETAIL 5A
b=5.0 Ft.
B=2.0 Ft.
Min. D=1.5Ft.
Ground
Natural
Slope
Fill
3:1 3:1
B
3:13:
1 D
( Not to Scale)
STANDARD BASE DITCH
FROM Y33RPB STA. 16+92 RT
DETAIL 5G
B=5.0 Ft.
Min. D=1.5 Ft.
Ground
Natural
Ground
Natural
60 CY
ELEV. =41'
DITCH TO
FILL EXISTING
50 CY
TOP OF BANKS
FILL DITCH TO EL. 41.0
CL I RIP RAP
FABRIC
GEOTEXTILE
3:1
BELOW CHANNEL BED
KEY IN RIPRAP 1.5'
Y33 STA 77+24 RT
DETAIL 5J
1 @ 60" RCP
(NOT TO SCALE)
(LOOKING DOWNSTREAM)
INLET CHANNEL DETAIL
4
'
8'
EXISTING BANK
L STA 233+43 235+52 RT
DETAIL 5F
SEE DETAIL 5F
DDE 1500 CY
WITH FLOODPLAIN BENCH
INLET CHANNEL CLEANOUT
SEE DETAIL 5I
DDE 11500 CY
WITH FLOODPLAIN BENCH
OUTLET CHANNEL CHANGE
3:13:1
D
( Not to Scale)
FROM Y33RPCA STA. 54+78 TO STA. 57+60 RT
FROM Y33RPA STA. 30+00 TO STA. 33+79 RT
Ground
Natural
Ground
Natural
6'3'
1.5'1.5'
on banks
Reforestation
OUTLET CHANNEL CHANGE
WITH FLOODPLAIN BENCH
BENCH
3' FLOODPLAINMin. D=3.5 Ft.
DETAIL 5I
INLET CHANNEL DETAIL
(LOOKING DOWNSTREAM)
(NOT TO SCALE)
1.
5
'
1.5'
6'
1.5'
3'3'
1.5'
NG
CL I RIP RAP
CL I RIP RAP
FABRIC
GEOTEXTILE
FABRIC
GEOTEXTILE
3:1
6
'
1'
BELOW CHANNEL BED
KEY IN RIPRAP 1.5'
BURY 1'
1 @ 12' X 8' RCBC
(LOOKING DOWNSTREAM)
(NOT TO SCALE)
1.5
'
1.5'
6'
1.5'
3'3'
Y33RPA STA 29+38 - 30+00 RT
DETAIL 5E
OUTLET CHANNEL DETAIL
FLOODPLAIN BENCH
FLOODPLAIN BENCH
( Not to Scale)
Flatter4:1 or
DPoint
Shoulder
Point
Shoulder
Flatter
3:1 or
MEDIAN V DITCH w/ RIP RAP
D= 1 Ft.Geotextile
Minimum of 1ft (TYP)
Tuck Geotextile a
Type of Liner= CL-I Rip-Rap, Keyed-In
FROM Y33RPA STA. 23+50 TO STA. 24+03 LTb=5.0Ft.
B=6.0Ft.
Min. D=3.5 Ft.
b=5.0Ft.
B=4.0Ft.
Min. D=3.0Ft.
DETAIL 5K
LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
b
1"/Ft.
FROM Y33RPA STA. 20+80 TO STA. 23+00 LT
b= 5.0 Ft.
Min. D= 1.0 Ft.
DETAIL 5L
Ground
Natural
Slope
Fill
FROM -L1- STA. 236+50 TO STA. 239+00 RT
FROM -L1- STA. 216+23 TO STA. 217+60 LT
LATERAL 'V' DITCH
( Not to Scale)
3:1
3:1
D
b
d
1"/Ft.
FROM Y33RPA STA. 23+00 TO STA. 23+50 LT
Slope
Fill
DETAIL 5M
Ground
Natural
Geotextile
b= 5.0 Ft.
d= 1.0 Ft.
Min. D=1.0Ft.
(TYP)
a Minimum of 1ft
Tuck Geotextile
Type of Liner= CL I Rip-Rap, Keyed-In
3
6
"
R
C
P
-
I
V
REMOVE
E
Q. PIPE
36"
R
C
P-I
V
2GI FG 2GI FG15" RCP-IV
18" RC
P-IV
7 S.Y. GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B. RIP RAP
2GI
2GI
18
" RC
P-I
V
18" RCP-IV
2GI
18
"
RC
P-
I
V
2GI
7 S.Y. GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B. RIP RAP
2GI
2G
I
2G
I
2G
I
18" RC
P-IV
2G
I
FS
FS
FS
FS
30" RCP-IV
JB w/MH
7 S.Y. GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B. RIP RAP
21 S.Y. GEOTEXTILE
8 TONS
PROTECTION
OUTLET
CL B. RIP RAP
2
4
"
R
C
P
-
V
2
GI
2GI
2
GI18"
R
C
P-I
V
2GI 2GI
18" RCP-IV
HW
29 S.Y. GEOTEXTILE
15 TONS
PROTECTION
OUTLET
CL I. RIP RAP
29 S.Y. GEOTEXTILE
15 TONS
PROTECTION
OUTLET
CL I. RIP RAP
SEE DETAIL 5E
DDE 8800 CY
OUTLET CHANNEL CHANGE
EST 48 SY GF
EST 34 TON
55' LONG
CL I RIP RAP
18" RC
P-I
V
18
" RC
P-I
V
2
GI-
A
18" RC
P-I
V
2GI
24" RCP-IV
22 DDE
SEE DETAIL 5H
SP. LATERAL V DITCH
SEE DETAIL 5E
EST 85 SY GF
EST 60 TON
55' LONG
CL I RIP RAP
HW
5
4
"
R
C
P-
I
V
54" RC
P-IV
RETAIN
RETAIN
HW
SEE DETAIL 5J
DDE 350 CY
INLET CHANNEL CLEANOUT
60 CY DDE
SEE DETAIL 5G
LENGTH=113 FT
SLOPE = 0.03FT/FT
STANDARD 5' BASE DITCH
15" RCP-IV
W
/EL
BO
W
S
18
"
C
AAP
W
/EL
BO
W
S
18
"
C
AA
P
W /ELBOW S18" CAAP
W/EL
BO
WS
18
" CAA
P
W/ELBO
WS
18
" CAAP
1
8
"
C
A
A
P
2
4
"

C
AA
P
J
B
w/M
H
JB w/MH
18
" RC
P-I
V
CB
2
GI
18
" RC
P-IV
50 CY DDE
SEE DETAIL 5A
LATERAL 2' BASE DITCH
10 S.Y. GEOTEXTILE
3 TONS
PROTECTION
OUTLET
CL B. RIP RAP
2
GI
W/ELBOWS18" CAAP
18"
R
C
P-I
V
TRENCHLESS INSTALLATION 60" WELDED STEEL
JB w/MH
15" WELDED STEELTRENCHLESS INSTALLATION
REMOVE 15' OF 15" RCP
20' OF FLOWABLE FILL
15" RCP-IV
JB w/MH
60" RCP-IV
JB w/MH
15 S.Y. GEOTEXTILE
7 TONS
EMBED IN CHANNEL BOTTOM
OUTLET PROTECTION
CL I RIP RAP
62 S.Y. GEOTEXTILE
33 TONS
AND SIDE SLOPES
EMBEDDED IN CHANNEL BOTTOM
OUTLET PROTECTION
CL I RIP RAP
15 S.Y. GEOTEXTILE7 TONS
AND SIDE SLOPESEMBEDDED IN CHANNEL BOTTOMOUTLET PROTECTIONCL I RIP RAP
EST 125 SY GF
EST 905 TON
CL I RIP RAP
SEE DETAIL 5J
75 S.Y. GEOTEXTILE
50 TONS
CL II RIP RAP
JURISDICTIONAL STREAM
RIPRAP AT
OF CULVERT HEADWALL
FOR 20' LENGTH UPSTREAM
FLOODPLAIN BENCH
PLACE RIPRAP ON
7 S.Y. GEOTEXTILE
2 TONS
OUTLET PROTECTION
CL B. RIP RAP
2GI
18" RCP-IV
600 CY D
DE
SEE DETAIL 32
A
LATERAL 4' BASE DITCH
600 CY DDE
SEE 5C
LATERAL 4' BASE DITCH
820 CY DDE
SEE DETAIL 5D
LATERAL 6' BASE DITCH
150 CY DDE
SEE DETAIL 5B
LATERAL 2' BASE DITCH
210 CY DDE
SEE DETAIL 5B
LATERAL 2' BASE DITCH
INTO EXISTING DITCH
TIE PROPOSED DITCH
520 CY DDE
SEE DETAIL 5A
LATERAL 2' BASE DITCH
42 SY OF GEOTEXTILE
EST. 30 TONS CL I RR
SEE DETAIL 5K
MEDIAN V DITCH W/ CL I RR
100 CY DDE
SEE DETAIL 5L
LATERAL V DITCH
7 CY DDE
42 SY OF GEOTEXTILE
EST. 30 TONS CL I RR
SEE DETAIL 5M
LATERAL V DITCH W/ CL I RR
18" RCP-IV
ENGIN
EER.
5) NU
M
BER OF
SILL/BAFFLES DETERMIN
ED
BY THE

ABOVE BAN
K FULL.
(4) DO
NO
T SET ELEVA
TIO
N
OF HIGH SILL/BAFFL

FLOW
CHANN
EL
O
F STREAM.

M
ATCH
STREAM
BED ELE
VATIO
N
IN
LO
W
3) TOP
O
F LOW
FLO
W
SILLS/BAFFLES SHOULD

SEPARATE
LY AND ATTACHED
BY
D
OW
ELS.
2) SILLS/BAFFLE
S ARE TO
BE 1.0 FT. WIDE, CA

PERMIT COND
ITIO
N
S.
THE EN
GINEE
R AND
M
AY BE SUBJECT TO
M
ATERIAL IS SUBJECT TO
A
PPROVAL BY

FLAT SU
RFACE FOR
ANIM
AL
PASSAGE.
N

ON
TO
P TO
FILL VOIDS
AND

PRO
VID

BA
RREL(S),
NATIVE
M
ATERIAL SHOULD
B

USED TO
LINE
TH
E HIGH
FLOW
CU

FLOW
CULVERT BARREL(S). IF RIP-
RAP

THE NA
TIVE BED M
ATERIAL IN THE

BARREL. RIP-
RAP M
AY BE U
SED
TO

BE U
SED
TO
LINE TH
E LOW
FLO
W

EXCAV
ATED
FROM
THE
STREAM
B

CO
N
STRUCTIO
N. O
N
LY
M
ATERIAL
FLO
OD
PLAIN
AT THE PROJECT
S
EXCAVA
TED
FROM
THE TH
E STR
M
ATERIAL CO
N
SISTS OF M
ATE
RI
CON
TIN
UOUS
LO
W
FLOW
C
IN
THE CU
LVERT SHALL PROV
1) NATIVE M
ATERIAL BETW
EEN
*N
O
TES:
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671FIRM PE NUMBER : P-0671
[phone]
RALEIGH, NC 27606
1011 SCHAUB DRIVE, SUITE 100
MI ENGINEERING
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
70
75
80
510
15
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SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
15
"
15
"
1
5
"
R
C
P-
I
II
1
5
"
1
5
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15
"
1
5
"
1
5
"
15
"
RC
P-
I
V
42" RCP-III
15
" RCP-IV
15" RC
P-IV
15" RCP-IV
15"
30" RCP-III
EQ
. PIPE
15" RCP-IV
15"
15"
15"
15"
RC
P-III
3
6
"

R
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15"
15"
15
"
1
5
"
1
5
"
RC
P-III
36
"
12" HDPE SLOPE DRAIN
15"
RC
P-III
CONSTRUCTED BY OTHERS
1@12' X 8' RCBC
M
A
T
C
H
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N
E -
L
1-
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A
2
15
+
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0.0
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4
MATCHLINE
-
L1-
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TA 24
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+
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.00
S
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S
HEE
T
6
MATCHLINE -Y33RPB- STA 22+00.00 SEE SHEET 32
NAD 83/ NSRS 2007
M
ATCHLI
NE -
Y3
3
RPA-
STA
21
+68.
0
0
S
EE
SHEET
34
MATCHLINE -Y33RPCA- STA 24+50.00 SEE SHEET 33
MATCHLINE -Y33- STA 82+50.00 SEE SHEET 34
3
0
TYPE B-77
TYPE B-77
6
'
12
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12
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12
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.0
6
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TYPE B-77
TYPE B-77
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2
'F
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P
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5
TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77B-
7
7
TYP
E
B-
7
7
TYP
E
12
'
12
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4
'P
S
4
0
'
F
-
F
12
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12
'
4
'
10
'
4
'
P
S
MODIFIED TO SHOW AS EXISTING ON TIP PROJECT R-3300A
PIPES INSTALLED UNDER TIP PROJECT U-4751 HAVE BEEN
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
SEE SHEET 61 & 62 FOR -Y33RPCA- PROFILE
SEE SHEET 58 & 59 FOR -Y33RPA- PROFILE
SEE SHEET 58 FOR -Y33LPC- PROFILE
SEE SHEET 60 FOR -Y33RPB- PROFILE
SEE SHEET 56 FOR -Y33- PROFILE
SEE SHEET 40 & 41 FOR -L1- PROFILE
A
BC
D
GRAPHIC SCALE
0'100'100'
REMOVED BY OTHERS
BL2
BL3
BL4
U
4
7
5
1
-
1
1
20' SOIL
14
'
S
OI
L
15
'
S
O
I
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8' SOIL
10' SOIL
10' SOIL
11' S
OIL
CROOKED PINE RD 20' SOIL

WILD

MAGN
OLIA
R
D

14
'
S
OIL
U
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17

/
I
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14
0

W

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0

E

3
7
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T
8
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C
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4
2
"
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P
30" RCP
4
2
"
C
M
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12
"
HD
P
E
8" HDPE
3
6
"
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2
4
"

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8
4
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3
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15" CMP
12
" HDP
E
W/
C
O
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D
I
BL-29
M
O
N.

U
4
7
5
1-
11
N
C
D
O
T

G
P
S
14' SOIL
3
0'
P
U
B
L
I
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R
I
G
H
T

O
F
W
A
Y

E
A
S
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M
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NT

E
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S
ID
E
O
F

P
R
O
P
E
R
T
Y
L
IN
E
B
M
1
1
N 7
6°37'47" E
5
4
7.50'
REMOVED BY OTHERS
REMOVED BY OTHERS
R
E
M
O
V
E
D
B
Y
O
T
H
E
R
S
REM
O
VED

BY
O
TH
ERS
REMO
VED
BY
O
TH
ERS
REMOVED BY OTHERS
REM
O
VE
D

BY
O
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ERS
E
XIS
T
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G
R/
W
E
XI
S
TI
N
G
R/
W
E
XI
S
T
IN
G
R/
W
EXISTING R/W
915' R
EXISTING R/W
915' R
EXISTING
R/W
EXISTING R/W
66" RCP
66" RCP
C
A
-L1-
-
Y33
RP
B-
-L1-
-Y33RPCA-
-Y33RPA-
-
Y
3
3
-
-Y33LPC-
-L1-
I
A
U
G
R
E
U

T
L
-
3
WOVE
N WIR
E
FE
NCE
WOVEN WIRE FENCE
W
OVE
N
WIR
E
F
E
NC
E
W
OV
E
N
WI
R
E F
E
NC
E
W
OV
E
N
WIR
E
F
E
N
C
E
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
ANCHOR UNIT
CABLE GUIDERAIL
16:1 TAPER
-Y33RPCA-
9
/
2
7
/
2
0
2
3

10
:
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7

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.d
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R
:
a
t
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o
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p
s
o
n
REVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
R-3300A
6
/
2
/
9
9
PLANS
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
C
C
F
F
C
C
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
F
F
F
C
C
F
F
C
F
5
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 3 OF 120
PERMIT DRAWING
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
EXCAVATION IN WETLAND
MECHANIZED CLEARING
EXCAVATION IN WETLAND
MECHANIZED CLEARING
MECHANIZED CLEARING
FILL IN WETLAND
SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMPORARY IMPACTS SITE 2
SITE 1
SITE 3
SITE 4
SITE 5
SITE 6
SEE PERMIT DRAWING SHEET 3A
FOR ENLARGEMENT
SEE PERMIT DRAWING SHEET 3B
FOR ENLARGEMENT
V10=1.4 FPS
Q10=4.8 CFS
V10=1.8 FPS
Q10=3.4 CFS
W/ NATIVE MATERIAL
BURIED 1' BACKFILL
1 @ 12' x 8' RC
B
C

-L1- STA. 235+00 TO 236+00 RT
TO CHANNEL CHANGE
GRADE TO DRAIN
NG
CL I RIP RAP
CL I RIP RAP
FABRIC
GEOTEXTILE
FABRIC
GEOTEXTILE
3:1
6
'
1'
BELOW CHANNEL BED
KEY IN RIPRAP 1.5'
BURY 1'
1 @ 12' X 8' RCBC
960 CY
ELEV. =41'
DITCH TO
FILL EXISTING
( Not to Scale)
3:13:1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM Y33LPC STA. 5+60 TO STA. 9+00 RT
FROM Y33LPC STA. 16+47 TO STA. 18+87 RT
DETAIL 5B
b=5.0Ft.
B=2.0Ft.
Min. D=2.0Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
LATERAL BASE DITCH
D
B
b
1"/Ft.
FROM Y33RPB STA. 17+07 TO STA. 20+90 RT
DETAIL 5D
Ground
Natural
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM L1 STA. 233+46 TO STA. 233+74 LT
Min. D=1.5Ft.
DETAIL 5H
Ground
Natural Flatter4:1 or
Slope
Fill
( Not to Scale)
LATERAL BASE DITCH
3:1 D
B
b
3:1 1"/Ft.
FROM Y33RPB STA. 20+90 TO STA. 25+05 RT
DETAIL 5C
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
DETAIL 5A
b=5.0 Ft.
B=2.0 Ft.
Min. D=1.5Ft.
Ground
Natural
Slope
Fill
3:1 3:1
B
3:13:
1 D
( Not to Scale)
STANDARD BASE DITCH
FROM Y33RPB STA. 16+92 RT
DETAIL 5G
B=5.0 Ft.
Min. D=1.5 Ft.
Ground
Natural
Ground
Natural
60 CY
ELEV. =41'
DITCH TO
FILL EXISTING
50 CY
TOP OF BANKS
FILL DITCH TO EL. 41.0
CL I RIP RAP
FABRIC
GEOTEXTILE
3:1
BELOW CHANNEL BED
KEY IN RIPRAP 1.5'
Y33 STA 77+24 RT
DETAIL 5J
1 @ 60" RCP
(NOT TO SCALE)
(LOOKING DOWNSTREAM)
INLET CHANNEL DETAIL
4
'
8'
EXISTING BANK
L STA 233+43 235+52 RT
DETAIL 5F
SEE DETAIL 5F
DDE 1500 CY
WITH FLOODPLAIN BENCH
INLET CHANNEL CLEANOUT
SEE DETAIL 5I
DDE 11500 CY
WITH FLOODPLAIN BENCH
OUTLET CHANNEL CHANGE
3:13:1
D
( Not to Scale)
FROM Y33RPCA STA. 54+78 TO STA. 57+60 RT
FROM Y33RPA STA. 30+00 TO STA. 33+79 RT
Ground
Natural
Ground
Natural
6'3'
1.5'1.5'
on banks
Reforestation
OUTLET CHANNEL CHANGE
WITH FLOODPLAIN BENCH
BENCH
3' FLOODPLAINMin. D=3.5 Ft.
DETAIL 5I
INLET CHANNEL DETAIL
(LOOKING DOWNSTREAM)
(NOT TO SCALE)
1.
5
'
1.5'
6'
1.5'
3'3'
1.5'
NG
CL I RIP RAP
CL I RIP RAP
FABRIC
GEOTEXTILE
FABRIC
GEOTEXTILE
3:1
6
'
1'
BELOW CHANNEL BED
KEY IN RIPRAP 1.5'
BURY 1'
1 @ 12' X 8' RCBC
(LOOKING DOWNSTREAM)
(NOT TO SCALE)
1.5
'
1.5'
6'
1.5'
3'3'
Y33RPA STA 29+38 - 30+00 RT
DETAIL 5E
OUTLET CHANNEL DETAIL
FLOODPLAIN BENCH
FLOODPLAIN BENCH
( Not to Scale)
Flatter4:1 or
DPoint
Shoulder
Point
Shoulder
Flatter
3:1
or
MEDIAN V DITCH w/ RIP RAP
D= 1 Ft.Geotextile
Minimum of 1ft (TYP)
Tuck Geotextile a
Type of Liner= CL-I Rip-Rap, Keyed-In
FROM Y33RPA STA. 23+50 TO STA. 24+03 LTb=5.0Ft.
B=6.0Ft.
Min. D=3.5 Ft.
b=5.0Ft.
B=4.0Ft.
Min. D=3.0Ft.
DETAIL 5K
LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
b
1"/Ft.
FROM Y33RPA STA. 20+80 TO STA. 23+00 LT
b= 5.0 Ft.
Min. D= 1.0 Ft.
DETAIL 5L
Ground
Natural
Slope
Fill
FROM -L1- STA. 236+50 TO STA. 239+00 RT
FROM -L1- STA. 216+23 TO STA. 217+60 LT
LATERAL 'V' DITCH
( Not to Scale)
3:1
3:1
D
b
d
1"/Ft.
FROM Y33RPA STA. 23+00 TO STA. 23+50 LT
Slope
Fill
DETAIL 5M
Ground
Natural
Geotextile
b= 5.0 Ft.
d= 1.0 Ft.
Min. D=1.0Ft.
(TYP)
a Minimum of 1ft
Tuck Geotextile
Type of Liner= CL I Rip-Rap, Keyed-In
3
6
"
R
C
P
-
I
V
REMOVE
E
Q. PIP
E
36"
R
C
P-I
V
2GI FG 2GI FG15" RCP-IV
18" RC
P-IV
7 S.Y. GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B. RIP RAP
2GI
2GI
18
" RC
P-I
V
18" RCP-IV
2GI
18
"
RC
P-
I
V
2GI
7 S.Y. GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B. RIP RAP
2GI
2G
I
2G
I
2G
I
18
" RC
P-IV
2G
I
FS
FS
FS
FS
30" RCP-IV
JB w/MH
7 S.Y. GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B. RIP RAP
21 S.Y. GEOTEXTILE
8 TONS
PROTECTION
OUTLET
CL B. RIP RAP
2
4
"
R
C
P
-
V
2
GI
2GI
2
GI18"
R
CP-I
V
2GI 2GI
18" RCP-IV
HW
29 S.Y. GEOTEXTILE
15 TONS
PROTECTION
OUTLET
CL I. RIP RAP
29 S.Y. GEOTEXTILE
15 TONS
PROTECTION
OUTLET
CL I. RIP RAP
SEE DETAIL 5E
DDE 8800 CY
OUTLET CHANNEL CHANGE
EST 48 SY GF
EST 34 TON
55' LONG
CL I RIP RAP
18" RC
P-I
V
18
" RC
P-IV
2
GI-
A
18" RC
P-I
V
2GI
24" RCP-IV
22 DDE
SEE DETAIL 5H
SP. LATERAL V DITCH
SEE DETAIL 5E
EST 85 SY GF
EST 60 TON
55' LONG
CL I RIP RAP
HW
5
4
"
R
C
P-
I
V
54" RC
P-IV
RETAIN
RETAIN
HW
SEE DETAIL 5J
DDE 350 CY
INLET CHANNEL CLEANOUT
60 CY DDE
SEE DETAIL 5G
LENGTH=113 FT
SLOPE = 0.03FT/FT
STANDARD 5' BASE DITCH
15" RCP-IV
W
/EL
BO
W
S
18
"

C
AAP
W
/EL
BO
W
S
18
"
C
AA
P
W /ELBOW S18" CAAP
W/EL
BO
WS
18
" CAA
P
W/ELBO
WS
18
" CAAP
1
8
"
C
A
A
P
2
4
"

C
AA
P
J
B
w/M
H
JB w/MH
18
" RC
P-I
V
CB
2
GI
18" RCP-IV
50 CY DDE
SEE DETAIL 5A
LATERAL 2' BASE DITCH
10 S.Y. GEOTEXTILE
3 TONS
PROTECTION
OUTLET
CL B. RIP RAP
2
GI
W/ELBOWS18" CAAP
18"
R
C
P-I
V
TRENCHLESS INSTALLATION 60" WELDED STEEL
JB w/MH
15" WELDED STEELTRENCHLESS INSTALLATION
REMOVE 15' OF 15" RCP
20' OF FLOWABLE FILL
15" RCP-IV
JB w/MH
60" RCP-IV
JB w/MH
15 S.Y. GEOTEXTILE
7 TONS
EMBED IN CHANNEL BOTTOM
OUTLET PROTECTION
CL I RIP RAP
62 S.Y. GEOTEXTILE
33 TONS
AND SIDE SLOPES
EMBEDDED IN CHANNEL BOTTOM
OUTLET PROTECTION
CL I RIP RAP
15 S.Y. GEOTEXTILE7 TONS
AND SIDE SLOPESEMBEDDED IN CHANNEL BOTTOMOUTLET PROTECTIONCL I RIP RAP
EST 125 SY GF
EST 905 TON
CL I RIP RAP
SEE DETAIL 5J
75 S.Y. GEOTEXTILE
50 TONS
CL II RIP RAP
JURISDICTIONAL STREAM
RIPRAP AT
OF CULVERT HEADWALL
FOR 20' LENGTH UPSTREAM
FLOODPLAIN BENCH
PLACE RIPRAP ON
7 S.Y. GEOTEXTILE
2 TONS
OUTLET PROTECTION
CL B. RIP RAP
2GI
18" RCP-IV
600 CY DDE
SEE DETAIL 32
A
LATERAL 4' BASE DITCH
600 CY DDE
SEE 5C
LATERAL 4' BASE DITCH
820 CY DDE
SEE DETAIL 5D
LATERAL 6' BASE DITCH
150 CY DDE
SEE DETAIL 5B
LATERAL 2' BASE DITCH
210 CY DDE
SEE DETAIL 5B
LATERAL 2' BASE DITCH
INTO EXISTING DITCH
TIE PROPOSED DITCH
520 CY DDE
SEE DETAIL 5A
LATERAL 2' BASE DITCH
42 SY OF GEOTEXTILE
EST. 30 TONS CL I RR
SEE DETAIL 5K
MEDIAN V DITCH W/ CL I RR
100 CY DDE
SEE DETAIL 5L
LATERAL V DITCH
7 CY DDE
42 SY OF GEOTEXTILE
EST. 30 TONS CL I RR
SEE DETAIL 5M
LATERAL V DITCH W/ CL I RR
18" RCP-IV
ENG
IN
EER.
5) NU
M
BER OF SILL/BAFFLES DETERMIN
ED BY THE

ABO
VE BANK FULL.
(4) DO
NO
T SET ELEVATION
OF HIGH
SILL/BAFFL

FLOW
CHANN
EL
O
F STREAM.

M
ATCH
STREAM
BED ELEVATION IN
LO
W
3) TOP
O
F LOW
FLO
W
SILLS/BAFFLE
S SHOULD

SEPARATEL
Y
AND ATTACHED
BY D
OW
ELS.
2) SILLS/BAFFLE
S ARE TO
BE 1.0 FT. WIDE, CA

PERM
IT CO
N
DITION
S.
THE ENG
INEER AND
M
AY BE SUBJECT TO
M
ATERIAL IS SUBJECT TO
A
PPROVAL BY

FLAT SU
RFACE FOR
ANIM
AL
PASSAG
E.
N

ON TO
P TO
FILL VOIDS
AND
PROVID

BA
RREL(S), NATIVE M
ATE
RIAL SHO
ULD
B

U
SED TO
LINE TH
E HIGH
FLOW
CU

FLOW
CULVERT BARREL(S). IF RIP-
RAP

THE NA
TIVE BED M
ATERIAL IN THE

BARREL. RIP-
RAP M
AY BE U
SED
TO

BE U
SED
TO
LINE TH
E LOW
FLO
W

EXCAV
ATED
FROM
THE
STREAM
B

CON
STRUCTIO
N. O
N
LY
M
ATE
RIAL
FLO
O
DPLAIN
AT THE PROJECT
S
EXCAV
ATE
D
FROM
THE TH
E STR
M
ATERIAL CON
SISTS
O
F M
A
TERI

CON
TIN
UO
US
LO
W
FLOW
C
IN
THE CU
LVERT SHALL PRO
V
1) NA
TIVE M
ATERIAL BETW
EEN
*NO
TES:
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
510
2
2
0
2
2
5
1
5
"
15" RCP-IV
15"
15"
15"
3
6
"

R
C
P
-
V
"

R
C
P
-
V
15"
12" HDPE SLOPE DRAIN
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
8" HDPE
REMOVED BY OTHERS
F
F
F
F
F
F
F
F
F
C
F
F
C
C
F
C
U-4751 PERMITS
INCLUDED IN
WETLAND AREA
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R
EV
IS
IO
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

9
/
2
2
/
2
0
2
3

3
:
13
:
5
1
P
M
.
.
.
\
R
3
3
0
0
A
_
r
d
y
_
p
s
h
_
0
3
A
.
d
g
n
U
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R
:

a
t
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8
/
1
7
/
9
9
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
E E IN WETLAND
DENOTES EXCAVATION
DENOTES MECHANIZED CLEARING**
*
*
***
**
*
*
0'50'50'
SHEET 3A OF 120
PERMIT DRAWING
NAD 83/NSRS 2007
SITE 1 EXCAVATION IN WETLAND
MECHANIZED CLEARING
210 CY DDE
SEE DETAIL 5B
LATERAL 2' BASE DITCH
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
4
0
42" RCP-III
3
6
"

R
C
P
-
V
1
5
"
1
5
"
A
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
REMOVED BY OTHERS
U
4
7
5
1
-
1
1
11
' S
OIL
CROOKED PINE RD 20' SOIL
8
"

C
O
N
C
4
2
"
R
C
P
3
6
"
C
M
P
W/
C
O
N
C
D
I
M
O
N
.

U
4
7
5
1
-
1
1
N
C
D
O
T

G
P
S
B
M
1
1
66" RCP
66" RCP
-
Y
3
3
-
I
A
U
F
F
C
F
F
F
F
F
F
IN SURFACE WATER
TEMPORARY IMPACTS
SURFACE WATER
IMPACTS IN
SITE 3
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R
EV
IS
IO
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

9
/
2
5
/
2
0
2
3

8
:
2
3
:
3
0

A
M
.
.
.
\
R
3
3
0
0
A
_
r
d
y
_
p
s
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_
0
3
B
.
d
g
n
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S
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R
:

a
t
h
o
m
p
s
o
n
8
/
1
7
/
9
9
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
E E IN WETLAND
DENOTES EXCAVATION
DENOTES MECHANIZED CLEARING**
*
*
***
**
*
*
0'50'50'
SHEET 3B OF 120
PERMIT DRAWING
NAD 83/NSRS 2007
RETAIN
RETAIN
HW
SEE DETAIL 5J
DDE 350 CY
INLET CHANNEL CLEANOUT
TRENCHLESS INSTALLATION 60" WELDED STEEL
JB w/MH
15" WELDED STEELTRENCHLESS INSTALLATION
REMOVE 15' OF 15" RCP
20' OF FLOWABLE FILL
15" RCP-IV
JB w/MH
60" RCP-IV
JB w/MH
SEE DETAIL 5J
75 S.Y. GEOTEXTILE
50 TONS
CL II RIP RAP
JURISDICTIONAL STREAM
RIPRAP AT
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
50
40
30
50 CL 50 100100
60
50
40
30
60
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

9
/
2
2
/
2
0
2
3

3
:
2
7
:
0
8

P
M
.
.
.
\
D
r
a
w
i
n
g
s
\
R
-
3
3
0
0
A
_
h
y
d
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C
S
R
_
1
.
d
g
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S
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:

a
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p
s
o
n
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
(11/27/17)
WSEL = 34.3
NWSEL = 35.6
= 37.2
PROP 50 YR
= 37.8
PROP 100 YR
EXISTING STREAM BED
TOP OF BANK LT
TOP OF BANK RT
R-3300A
SHEET 4 OF 120
PERMIT DRAWING
5
/
1
4
/
9
9
ALONG C/L
NATURAL GROUND
SKEW = 68 DEG
BURIED 1'
GRADE POINT EL. = 66.9
1 @ 12' x 8' RCBC
CENTERLINE STA. -Y33RPCA- 49+88
3.05:1 NORMAL
3.29:1 SKEW
SLOPE = 0.43%
C/L EL. = 30.0'
1 @ 12' X 8' RCBC
3:1 NORMAL
3.24:1 SKEW
PROP CHANNEL PROP CHANNEL
8
/
15
/
2
0
2
3
U
:
\
R
o
a
d
w
a
y
\
C
o
r
r
i
d
o
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M
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d
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l
i
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g
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Y
s
_
S
R
s
\
R
3
3
0
0
A
_
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_
X
P
L
_
Y
3
3
R
P
C
A
.
d
g
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h
a
z
e
l
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
40 40
50 50
60 60
70 70
80 80
30 30
40 40
50 50
60 60
70 70
80 80
30 30
40 40
50 50
60 60
70 70
80 80
30 30
X-195R-3300A
-Y33RPCA-
5 10
42.37
3:1
0.060
3:
1
0.060
41.09
3:1
0.0600.060
3:
1
40.39
3:1
0.0600.060
3:
1
WETLANDS
WETLANDS
WETLANDSWETLANDS
WETLANDSWETLANDS
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
27+50.00
28+00.00
28+50.00
PERMIT DRAWING
SHEET 5 OF 120
SITE 1
FILL IN WETLANDS
FILL IN WETLANDS
FILL IN WETLANDS
8
/
15
/
2
0
2
3
U
:
\
R
o
a
d
w
a
y
\
C
o
r
r
i
d
o
r
M
o
d
e
l
i
n
g
\
Y
s
_
S
R
s
\
R
3
3
0
0
A
_
r
d
y
_
X
P
L
_
Y
3
3
R
P
C
A
.
d
g
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l
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
40 40
50 50
60 60
70 70
80 80
30 30
40 40
50 50
60 60
70 70
80 80
30 30
X-197R-3300A
-Y33RPCA-
5 10
41.14
3:1
0.0600.060
3:
1
41.32
3:1
0.0600.060
8
3
.
4
8
3:
1
WETLANDS
WETLANDS
WETLANDS
WETLANDS
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
30+00.00
30+50.00
FILL IN WETLANDS
SITE 2
PERMIT DRAWING
SHEET 6 OF 120
8
/
15
/
2
0
2
3
U
:
\
R
o
a
d
w
a
y
\
C
o
r
r
i
d
o
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M
o
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3
3
0
0
A
_
R
d
y
_
x
p
l

L
1
.
d
g
n
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h
a
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PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
40 40
50 50
60 60
70 70
80 80
30 30
40 40
50 50
60 60
70 70
80 80
30 30
40 40
50 50
60 60
70 70
80 80
30 30
X-28R-3300A
-L1-
5 10
4
.31
:1
0.029 0.029 6
:1
61.88
OFF. -214.06
ELEV. 62.51
STA. 15+58.95
-Y33RPB-
0.060
40.63
3:1
46.47
3:1
6
1
.
7
5
4
.23
:1
0.028 0.027
6
:1
60.39
OFF. -193.38
ELEV. 62.56
STA. 15+02.07
-Y33RPB-
0.060
40.51
48.51
3:13:1
6
1
.
8
4
4
.
16
:1
0.026 0.026
6
:1
58.89
OFF. -174.55
ELEV. 62.27
STA. 14+46.10
-Y33RPB-
0.060
40.39
50.15
3:13:1
6
1
.
5
9
WETLANDS
00
00
10
10
20
20
30
30
40
40
50
50
60
60
70
70
80
80
90
90
100
100
110
110
120
120
130
130
140
140
150
150
160
160
170
170
180
180
190
190
200
200
210
210
220
220
230
230
240
240
250
250
260
260
270
270
280
280
290
290
300
300
238+00.00
238+50.00
239+00.00
PERMIT DRAWING
SHEET 7 OF 120
SITE 4
FILL IN WETLANDS
SITE 4
FILL IN WETLANDS
8
/
15
/
2
0
2
3
U
:
\
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o
a
d
w
a
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\
C
o
r
r
i
d
o
r
M
o
d
e
l
i
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g
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3
3
0
0
A
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R
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_
x
p
l

L
1
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d
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PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
30 30
40 40
50 50
60 60
70 70
20 20
40 40
50 50
60 60
70 70
30 30
40 40
50 50
60 60
70 70
30 30
X-19R-3300A
-L1-
5 10
41.05
32.06
3:1
3:
1
69.67
0.060
6
:1 4.63:1
3:
1
7
0
.
15
41.19
3:
1
31.62
3:1
68.59
0.0603.97:1
6
:1
3:
1
6
9
.
19
6
:1
4.951:1
67.67
0.060
41.32
3:
1
6
8
.
1
3
00
00
10
10
20
20
30
30
40
40
50
50
60
60
70
70
80
80
90
90
100
100
110
110
120
120
130
130
140
140
150
150
160
160
170
170
180
180
190
190
200
200
210
210
220
220
230
230
240
240
250
250
260
260
270
270
280
280
290
290
300
300
235+00.00
235+50.00
236+00.00
IMPACTS IN SURFACE WATER IMPACTS IN SURFACE WATER
IMPACTS IN SURFACE WATER
IMPACTS IN SURFACE WATER
IMPACTS IN SURFACE WATER
IMPACTS IN SURFACE WATER
PERMIT DRAWING
SHEET 8 OF 120
SITE 5 SITE 6
SITE 5
SITE 6
SITE 5 SITE 6
2
4
5
2
5
0
2
5
5
5
10
2
5
5
02
01
03
CHORD
03
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
ISLAND
CR
EE
K
U
N
NA
MED TRIB
RETAIN
RETAIN
M
A
T
C
H
L
I
N
E

-
L
1-

S
T
A

2
4
2
+
0
0
.0
0

S
E
E

S
H
E
E
T

5
M
A
T
C
H
L
IN
E

-
L
1-

S
T
A

2
5
5
+
0
0
.0
0

S
E
E

S
H
E
E
T

7
NAD 83/ NSRS 2007 20
' SO
IL
20
' SO
IL
48" CMP 18" CMP
BM2
SIDBURY LAND & TIMBER LLC
CORBETT INDUSTRIES INC
COMPANY
CORBETT PACKAGE
COMPANY
CORBETT PACKAGE
-Y33RPB-
-L1-
-Y33RPCA-
1
2
.
0
0
'
R
T
-
Y
3
3
R
P
C
A
-

P
O
C
S
t
a
.
5
4
+
7
8
.
4
1
-
Y
3
3
R
P
A
-

S
T
S
t
a
.

3
3
+
7
8
.
6
4
47.00' LT
-Y33RPB- POT Sta. 5+00.00
-L1- POT STA. 248+20.54
-Y33RPCA- CS Sta. 57+82.99
47.00' RT
-L1- POC Sta. 246+70.28
-Y33RPCA- ST Sta. 59+98.99
-Y33RPB- TS Sta. 7+24.29
-L1- ST Sta. 244+03.73
-Y33RPB- SC Sta. 8+24.29
-L1-
HORIZONTAL CURVE DATA
SEE SHEET 2B-1 FOR
8:1
8:1
8:1
+
5
0
.0
0
8
:1
9
/
2
7
/
2
0
2
3

11
:
2
0
:
0
6

A
M
.
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.
\
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r
a
w
i
n
g
s
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3
3
0
0
A
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_
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6
.
d
g
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U
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:

a
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p
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n
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
H
P
HP
F
F
F
F
F
F
F
FF
F
F
F
F
F
F
C
C
F
C
6
SHEET 9 OF 120
PERMIT DRAWING
SITE 7
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0'100'100'
SITE 6
SITE 5
E E WETLAND EXCAVATION
F F FILL IN WETLAND
HC HC HAND CLEARING (NON-GRUBBING)
S S SURFACE WATER IMPACTS
MECHANIZED CLEARING (GRUBBING)*
*
*
TS TS TEMPORARY SURFACE WATER IMPACTS
HAND CLEARING
IN WETLAND
TEMPORARY EXCAVATION
WATER IMPACTS
TEMPORARY SURFACE
WATER IMPACTS
TEMPORARY SURFACE
EXCAVATION IN WETLAND
IN WETLAND
TEMPORARY EXCAVATION
BAC
KFILL
W
/ N
A
TIVE
M
ATERIAL
BU
RIED

1', W
/ 2
' SILL
2

@

9
' x
7
' RC
BC

CHANNEL
EXISTING
TIE TO
FROM L1 STA. 253+33 TO STA. 254+90 RT
FROM L1 STA. 247+00 TO STA. 250+65 LT
Fill Slope4:1 or Flatter
b=6.0Ft.
d=1.0Ft.
Type of Liner= CL. B Rip-Rap
b
DETAIL 6A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
CHANNEL
9' LOW FLOW
NG
2 @ 9' x 7' RCBC
CL I RIP RAP
FABRIC
GEOTEXTILE
3:
1
3:1
S
ILL
2
'

MATTING.
BENCH WITH COIR FIBER
TO NAT CHANNEL. LINE
PLAIN BENCH VARIES TIE
9' MAX WIDTH FLOOD-
EXCAVATION
BELOW STREAM BED
BURY CULVERT 1'
KEY IN RIPRAP 1'
CL I RIP RAP
FABRIC
GEOTEXTILE
3:
1
2 @ 9' x 7' RCBC
BELOW STREAM BED
BURY CULVERT 1'
CHANNEL
9' LOW FLOW
S
ILL
2
'

3:1
MATTING.
BENCH WITH COIR FIBER
TO NAT CHANNEL. LINE
PLAIN BENCH VARIES TIE
9' MAX WIDTH FLOOD-
EXCAVATIONNG
KEY IN RIPRAP 1'
CULVERT - L1 STA 253+30 LT
DETAIL 6B
(NOT TO SCALE)
(LOOKING DOWNSTREAM)
OUTLET CHANNEL CHANGE DETAIL
CULVERT - L1 STA 253+30 RT
DETAIL 6C
(NOT TO SCALE)
(LOOKING DOWNSTREAM)
INLET CHANNEL CHANGE DETAIL
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM Y33RPCA STA. 57+34 TO STA. 59+98 RT
FROM Y33RPB STA. 7+00 TO STA. 8+28 RT
Min. D=1.5 Ft.
DETAIL 6D
Ground
Natural
Flatter6:1 or
Slope
Fill
SEE DETAIL 5I
WITH FLOODPLAIN BENCH
DDE 11500 CY
OUTLET CHANNEL CHANGE
REMOVE
REMOVE
EST 65 SY GF
EST 45 TON
CL I RIP RAP
2GI
7 S.Y. GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B. RIP RAP
18
"

RC
P
-
I
V
DDE 15 CY
SEE DETAIL 6B
WITH FLOODPLAIN BENCH
OUTLET CHANNEL CHANGE
EST 20 SY GF
EST 14 TON
CL I RIP RAP
HW
SEE DETAIL 6A
TOE PROTECTION
SEE DETAIL 6A
TOE PROTECTION
DDE 20 CY
SEE DETAIL 6C
WITH FLOODPLAIN BENCH
INLET CHANNEL CHANGE
42
" RC
P-I
V
W
/EL
BO
W
S
18
"

C
AA
P
39 S.Y. GEOTEXTILE
20 TONS
OUTLET PROTECTION
CL 1 RIP RAP
W/ELBOWS
18" CAAP
7 S.Y. GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B RIP RAP
SEE DETAIL 6D
SP. LATERAL V DITCH
SEE DETAIL 6D
SP. LATERAL V DITCH
9/13
INLET AND OUTLET
SILLS AT
(NOT TO SCALE)
PLAN VIEW
HIGH SILL
9'
7'
ON 25FT CENTERS FROM DOWNSTREAM SILL
NUMBER OF BAFFLES=8
ENGINEER.
5) NUMBER OF SILL/BAFFLES DETERMINED BY THE
ABOVE BANK FULL.
(4) DO NOT SET ELEVATION OF HIGH SILL/BAFFLES
FLOW CHANNEL OF STREAM.
MATCH STREAM BED ELEVATION IN LOW
3) TOP OF LOW FLOW SILLS/BAFFLES SHOULD
SEPARATELY AND ATTACHED BY DOWELS.
2) SILLS/BAFFLES ARE TO BE 1.0 FT. WIDE, CAST

PERMIT CONDITIONS.
THE ENGINEER AND MAY BE SUBJECT TO
MATERIAL IS SUBJECT TO APPROVAL BY
FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE
ON TOP TO FILL VOIDS AND PROVIDE A
BARREL(S), NATIVE MATERIAL SHOULD BE PLACED
USED TO LINE THE HIGH FLOW CULVERT
FLOW CULVERT BARREL(S). IF RIP-RAP IS
THE NATIVE BED MATERIAL IN THE HIGH
BARREL. RIP-RAP MAY BE USED TO SUPPLEMENT
BE USED TO LINE THE LOW FLOW CULVERT
EXCAVATED FROM THE STREAM BED MAY
CONSTRUCTION. ONLY MATERIAL THAT IS
FLOODPLAIN AT THE PROJECT SITE DURING
EXCAVATED FROM THE THE STREAM OR
MATERIAL CONSISTS OF MATERIAL THAT IS
CONTINUOUS LOW FLOW CHANNEL. NATIVE
IN THE CULVERT SHALL PROVIDE A
1) NATIVE MATERIAL BETWEEN SILLS/BAFFLES
*NOTES:
1.0'
2.0'
9'
AND FLOOD PLAIN BENCH
LOW FLOW CHANNEL,SILLS
SKEWED MULTI- BARREL CULVERT
BENCH
FLOOD PLAIN BENCH
FLOOD PLAIN
1'
SILL HEIGHT
BACK FILL WITH NATIVE MATERIAL TO
SILL
SILL
BAFFLE
SILL
DETAIL '6E'
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
2
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RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
ISLAND
CR
EE
K
U
N
NA
MED TRIB
RETAIN
RETAIN
M
A
T
C
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E

-
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7
NAD 83/ NSRS 2007 20
' SO
IL
20
' SO
IL
48" CMP 18" CMP
BM2
SIDBURY LAND & TIMBER LLC
CORBETT INDUSTRIES INC
COMPANY
CORBETT PACKAGE
COMPANY
CORBETT PACKAGE
-Y33RPB-
-L1-
-Y33RPCA-
1
2
.
0
0
'
R
T
-
Y
3
3
R
P
C
A
-

P
O
C
S
t
a
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5
4
+
7
8
.
4
1
-
Y
3
3
R
P
A
-

S
T
S
t
a
.

3
3
+
7
8
.
6
4
47.00' LT
-Y33RPB- POT Sta. 5+00.00
-L1- POT STA. 248+20.54
-Y33RPCA- CS Sta. 57+82.99
47.00' RT
-L1- POC Sta. 246+70.28
-Y33RPCA- ST Sta. 59+98.99
-Y33RPB- TS Sta. 7+24.29
-L1- ST Sta. 244+03.73
-Y33RPB- SC Sta. 8+24.29
-L1-
HORIZONTAL CURVE DATA
SEE SHEET 2B-1 FOR
8:1
8:1
8:1
+
5
0
.0
0
8
:1
9
/
2
7
/
2
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2
3

10
:
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:
13

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:

a
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
H
P
HP
F
F
F
F
F
F
F
FF
F
F
F
F
F
F
C
C
F
C
6
SITE 7
0'100'100'
SHEET 10 OF 120
PERMIT DRAWING
EXCAVATION IN WETLAND
SITE 5
SITE 6
HAND CLEARING
E E WETLAND EXCAVATION
F F FILL IN WETLAND
HC HC HAND CLEARING (NON-GRUBBING)
S S SURFACE WATER IMPACTS
MECHANIZED CLEARING (GRUBBING)*
*
*
TS TS TEMPORARY SURFACE WATER IMPACTS
WATER IMPACTS
TEMPORARY SURFACE
IN WETLAND
TEMPORARY EXCAVATION
WATER IMPACTS
TEMPORARY SURFACE
IN WETLAND
TEMPORARY EXCAVATION
BAC
KFILL
W
/ N
A
TIVE
M
ATERIAL
BU
RIED

1', W
/ 2
' SILL
2

@

9
' x
7
' RC
BC

CHANNEL
EXISTING
TIE TO
FROM L1 STA. 253+33 TO STA. 254+90 RT
FROM L1 STA. 247+00 TO STA. 250+65 LT
Fill Slope4:1 or Flatter
b=6.0Ft.
d=1.0Ft.
Type of Liner= CL. B Rip-Rap
b
DETAIL 6A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
CHANNEL
9' LOW FLOW
NG
2 @ 9' x 7' RCBC
CL I RIP RAP
FABRIC
GEOTEXTILE
3:
1
3:1
S
ILL
2
'

MATTING.
BENCH WITH COIR FIBER
TO NAT CHANNEL. LINE
PLAIN BENCH VARIES TIE
9' MAX WIDTH FLOOD-
EXCAVATION
BELOW STREAM BED
BURY CULVERT 1'
KEY IN RIPRAP 1'
CL I RIP RAP
FABRIC
GEOTEXTILE
3:
1
2 @ 9' x 7' RCBC
BELOW STREAM BED
BURY CULVERT 1'
CHANNEL
9' LOW FLOW
S
ILL
2
'

3:1
MATTING.
BENCH WITH COIR FIBER
TO NAT CHANNEL. LINE
PLAIN BENCH VARIES TIE
9' MAX WIDTH FLOOD-
EXCAVATIONNG
KEY IN RIPRAP 1'
CULVERT - L1 STA 253+30 LT
DETAIL 6B
(NOT TO SCALE)
(LOOKING DOWNSTREAM)
OUTLET CHANNEL CHANGE DETAIL
CULVERT - L1 STA 253+30 RT
DETAIL 6C
(NOT TO SCALE)
(LOOKING DOWNSTREAM)
INLET CHANNEL CHANGE DETAIL
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM Y33RPCA STA. 57+34 TO STA. 59+98 RT
FROM Y33RPB STA. 7+00 TO STA. 8+28 RT
Min. D=1.5 Ft.
DETAIL 6D
Ground
Natural
Flatter6:1 or
Slope
Fill
SEE DETAIL 5I
WITH FLOODPLAIN BENCH
DDE 11500 CY
OUTLET CHANNEL CHANGE
REMOVE
REMOVE
EST 65 SY GF
EST 45 TON
CL I RIP RAP
2GI
7 S.Y. GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B. RIP RAP
18
"

RC
P
-
I
V
DDE 15 CY
SEE DETAIL 6B
WITH FLOODPLAIN BENCH
OUTLET CHANNEL CHANGE
EST 20 SY GF
EST 14 TON
CL I RIP RAP
HW
SEE DETAIL 6A
TOE PROTECTION
SEE DETAIL 6A
TOE PROTECTION
DDE 20 CY
SEE DETAIL 6C
WITH FLOODPLAIN BENCH
INLET CHANNEL CHANGE
42
" RC
P-I
V
W
/EL
BO
W
S
18
"

C
AA
P
39 S.Y. GEOTEXTILE
20 TONS
OUTLET PROTECTION
CL 1 RIP RAP
W/ELBOWS
18" CAAP
7 S.Y. GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B RIP RAP
SEE DETAIL 6D
SP. LATERAL V DITCH
SEE DETAIL 6D
SP. LATERAL V DITCH
9/13
INLET AND OUTLET
SILLS AT
(NOT TO SCALE)
PLAN VIEW
HIGH SILL
9'
7'
ON 25FT CENTERS FROM DOWNSTREAM SILL
NUMBER OF BAFFLES=8
ENGINEER.
5) NUMBER OF SILL/BAFFLES DETERMINED BY THE
ABOVE BANK FULL.
(4) DO NOT SET ELEVATION OF HIGH SILL/BAFFLES
FLOW CHANNEL OF STREAM.
MATCH STREAM BED ELEVATION IN LOW
3) TOP OF LOW FLOW SILLS/BAFFLES SHOULD
SEPARATELY AND ATTACHED BY DOWELS.
2) SILLS/BAFFLES ARE TO BE 1.0 FT. WIDE, CAST

PERMIT CONDITIONS.
THE ENGINEER AND MAY BE SUBJECT TO
MATERIAL IS SUBJECT TO APPROVAL BY
FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE
ON TOP TO FILL VOIDS AND PROVIDE A
BARREL(S), NATIVE MATERIAL SHOULD BE PLACED
USED TO LINE THE HIGH FLOW CULVERT
FLOW CULVERT BARREL(S). IF RIP-RAP IS
THE NATIVE BED MATERIAL IN THE HIGH
BARREL. RIP-RAP MAY BE USED TO SUPPLEMENT
BE USED TO LINE THE LOW FLOW CULVERT
EXCAVATED FROM THE STREAM BED MAY
CONSTRUCTION. ONLY MATERIAL THAT IS
FLOODPLAIN AT THE PROJECT SITE DURING
EXCAVATED FROM THE THE STREAM OR
MATERIAL CONSISTS OF MATERIAL THAT IS
CONTINUOUS LOW FLOW CHANNEL. NATIVE
IN THE CULVERT SHALL PROVIDE A
1) NATIVE MATERIAL BETWEEN SILLS/BAFFLES
*NOTES:
1.0'
2.0'
9'
AND FLOOD PLAIN BENCH
LOW FLOW CHANNEL,SILLS
SKEWED MULTI- BARREL CULVERT
BENCH
FLOOD PLAIN BENCH
FLOOD PLAIN
1'
SILL HEIGHT
BACK FILL WITH NATIVE MATERIAL TO
SILL
SILL
BAFFLE
SILL
DETAIL '6E'
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
40
30
20
50 CL 50 100100
40
30
20
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

9
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R-3300A
5
/
1
4
/
9
9
SHEET 11 OF 120
PERMIT DRAWING
= 31.5
PROP 50 YR
NWSEL = 28.5
(11/28/17)
WSEL = 26.1
TOP OF BANK LT
TOP OF BANK RT
BED
EXISTING STREAM
= 32.2
PROP 100 YR
BED
EXISTING STREAM
AT C/L
NATURAL GROUND
SKEW = 97 DEG
BURIED 1', W/ 2' SILL
GRADE POINT EL. = 43.0
2 @ 9' x 7' RCBC
CENTERLINE STA. -L1- 253+30
3.7:1 NORMAL
3.73:1 SKEW
3.5:1 NORMAL
3.53:1 SKEW
SLOPE = 0.26%
C/L EL. = 24.1'
2 @ 9' X 7' RCBC
8
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PROJ. REFERENCE NO.SHEET NO.0
6
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30 30
40 40
20 20
30 30
40 40
20 20
30 30
40 40
20 20
30 30
40 40
20 20
30 30
40 40
20 20
30 30
40 40
20 20
X-36R-3300A
-L1-
5 10
6
:1 6:1 0.025
38.97
30.6530.65
0.025
4:1 3:
1
3
9
.
8
6
6
:1 6:1 0.0250.025
39.04
30.0830.08
3:
1
3
9
.
9
8
3:1
BEGIN UNDERCUT STA. 250+25 ±
3:1
6
:1 6:1 0.0250.025
39.24
29.9629.96
3:
1
4
0
.
2
3
3:1
6
:1 6:1 0.0250.025
39.57
29.7929.79
3:
1
4
0
.
6
1
3:1
6
:1 6:1 0.0250.025
39.88
29.8329.83
3:
1
4
0
.
9
6
3:1
6
:1 6:1 0.0250.025
40.08
29.8129.81
3:
1
4
1
.
2
1
WETLANDS
WETLANDS
WETLANDSWETLANDS
WETLANDS
WETLANDS
WETLANDSWETLANDS
WETLANDSWETLANDS
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
250+00.00
250+50.00
251+00.00
251+50.00
252+00.00
252+50.00
PERMIT DRAWING
SHEET 12 OF 120SITE 7
FILL IN WETLANDS
FILL IN WETLANDS
FILL IN WETLANDS
FILL IN WETLANDS
FILL IN WETLANDS
FILL IN WETLANDS
SITE 7
2
5
5
2
6
0
2
6
5
2
5
5
02
03
03
03
02
DENOTES MECHANIZED CLEARING**
*
*
***
**
*
*
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
M
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0

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8
SEE SHEET 42 FOR -L1- PROFILE
NAD 83/ NSRS 2007
SIDBURY LAND & TIMBER LLC
SIDBURY LAND & TIMBER LLC
CORBETT PACKAGE COMPANY
CORBETT PACKAGE COMPANY
-L1-
-L1- PC Sta. 261+70.96
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
HORIZONTAL CURVE DATA
SEE SHEET 2B-1 FOR
8:1
8
:1
SITE 8
WETLAND
DENOTES FILL INFF
SHEET 13 OF 120
PERMIT DRAWING
E E IN WETLAND
DENOTES EXCAVATION
EXCAVATION IN WETLAND
0'100'100'
9
/
2
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3

3
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:
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
F
F
F
FF
F
F
F
F
F
F
F
C
F
C
C
7
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM L1 STA. 266+08 TO STA. 270+72 LT
Min. D=1.0 Ft.
DETAIL 7C
Ground
Natural
Flatter4:1 or
Slope
Fill
FROM L1 STA. 255+70 TO STA. 258+22 RT
Fill Slope4:1 or Flatter
b=6.0Ft.
d=1.0Ft.
Type of Liner= CL. B Rip-Rap
b
DETAIL 7A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
PES
SEE DETAIL 7B
73 CY DDE
EST. 89 SY GEOTEXTILE
EST. 40 TONS
CL. B RIPRAP
SLOPE=0.019 FT/FT
LENGTH=75FT
-L- STA. 258+24 LT
STANDARD BASE DITCH
SEE DETAIL 7C
SP LATERAL V DITCH
2
4"
R
CP-I
V
3
6
"

RC
P
-
IV
3
6
"

RC
P
-
I
V
18" RCP-IV
2GI
2GI
FS
18" R
CP-IV
18" R
CP-IV
2GIFS
14 S.Y. GEOTEXTILE
5 TONS
PROTECTION
OUTLET
CL B. RIP RAP
SEE DETAIL 7A
TOE PROTECTION
7 S.Y. GEOTEXTILE
2 TONS
OUTLET PROTECTION
CL B. RIP RAP
18
"

RC
P
-
I
V

2GI
7 S.Y. GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B RIP RAP
W/ ELBOWS
18" CAAP
3:13:
1 D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM -L- STA. 258+24 LT
DETAIL 7B
B=3.0Ft.
Max. d=1.0Ft.
Min. D=2.5Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= CL. B Rip-Rap
Geotextile
SEE DETAIL 7C
SP LATERAL V DITCH
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
2
5
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6
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33
333333
33
33
33
33
3
4
3
4
3
4
3
4
3
4
34
34
34
3
4
34
34
34
3434
34
3
4
3
5
3
5
3
5
3
5
3
5
35
3
5
3
5
35
3
5
35
35
35
35
35
35
35
35
35
35
35
35
35
3
5
35
35
35
35
35
35
35
3
5
35
35
35
35
35
35
35
35
35
35
3
5
3
6
3
6
36
36
3
6
36
36
3
6
36
36
36
36
36
36
36
36
36
36
3
6
36
36
36
36
36
36
36
36
37
3
7
37
37
3
7
37
3
7
37
37
3
7
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
38
38
3
8
38
38
38
38
38
3
8
38
38
38
3
8
38
3
8
38
3
8
3
8
38
38
38
3
8
38 39
39 39
39
3
9
3
9
3
9
39
3
9
3
9
39
39
3
9
3
9
3
9
3
9
39
3
9
39
39
39
39
39
39
40
4040
4040
4
0
40
4
0
4
0
40
40
4
0
4040
4
0
4
0
40
4
0
40
40
40
40
4
0
40
4
0
40
40
40
4
0
40
40
40
40
4
0
40
40
40
4
0
4040
40
41
41
4
1
41
41
4141
4
1
41
42
42
42
4
2
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
M
A
T
C
H
L
IN
E

-
L
1-

S
T
A

2
5
5
+
0
0
.0
0

S
E
E

S
H
E
E
T

6
M
A
T
C
H
L
IN
E

-
L1-

S
T
A

2
6
8
+
0
0
.0
0

S
E
E

S
H
E
E
T

8
SEE SHEET 42 FOR -L1- PROFILE
NAD 83/ NSRS 2007
SIDBURY LAND & TIMBER LLC
SIDBURY LAND & TIMBER LLC
CORBETT PACKAGE COMPANY
CORBETT PACKAGE COMPANY
-L1-
-L1- PC Sta. 261+70.96
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
HORIZONTAL CURVE DATA
SEE SHEET 2B-1 FOR
8:1
8
:1
SITE 8
WETLAND
DENOTES FILL INFF
SHEET 14 OF 120
PERMIT DRAWING
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
E E IN WETLAND
DENOTES EXCAVATION
EXCAVATION IN WETLAND
0'100'100'
9
/
2
2
/
2
0
2
3

2
:
4
0
:
11
P
M
.
.
.
\
R
3
3
0
0
A
_
r
d
y
_
p
s
h
_
0
7
C
.
d
g
n
U
S
E
R
:

a
t
h
o
m
p
s
o
n
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
F
F
F
FF
F
F
F
F
F
F
F
C
F
C
C
7
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM L1 STA. 266+08 TO STA. 270+72 LT
Min. D=1.0 Ft.
DETAIL 7C
Ground
Natural
Flatter4:1 or
Slope
Fill
FROM L1 STA. 255+70 TO STA. 258+22 RT
Fill Slope4:1 or Flatter
b=6.0Ft.
d=1.0Ft.
Type of Liner= CL. B Rip-Rap
b
DETAIL 7A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
PES
SEE DETAIL 7B
73 CY DDE
EST. 89 SY GEOTEXTILE
EST. 40 TONS
CL. B RIPRAP
SLOPE=0.019 FT/FT
LENGTH=75FT
-L- STA. 258+24 LT
STANDARD BASE DITCH
SEE DETAIL 7C
SP LATERAL V DITCH
2
4"
R
CP-I
V
3
6
"

RC
P
-
IV
3
6
"

RC
P
-
I
V
18" RCP-IV
2GI
2GI
FS
18" R
CP-IV
18" R
CP-IV
2GIFS
14 S.Y. GEOTEXTILE
5 TONS
PROTECTION
OUTLET
CL B. RIP RAP
SEE DETAIL 7A
TOE PROTECTION
7 S.Y. GEOTEXTILE
2 TONS
OUTLET PROTECTION
CL B. RIP RAP
18
"

RC
P
-
I
V

2GI
7 S.Y. GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B RIP RAP
W/ ELBOWS
18" CAAP
3:13:
1 D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM -L- STA. 258+24 LT
DETAIL 7B
B=3.0Ft.
Max. d=1.0Ft.
Min. D=2.5Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= CL. B Rip-Rap
Geotextile
SEE DETAIL 7C
SP LATERAL V DITCH
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
8
/
15
/
2
0
2
3
U
:
\
R
o
a
d
w
a
y
\
C
o
r
r
i
d
o
r
M
o
d
e
l
i
n
g
\
R
3
3
0
0
A
_
R
d
y
_
x
p
l

L
1
.
d
g
n
k
h
a
z
e
l
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
30 30
40 40
20 20
30 30
40 40
20 20
30 30
40 40
20 20
30 30
40 40
20 20
30 30
40 40
20 20
X-38R-3300A
-L1-
5 10
3:1
6
:1 6:1 0.0250.025
39.25
29.53
4
0
.
9
7
3.
85
:1
3:1
6
:1 6:1 0.0250.025
38.91
29.09
4
0
.
6
4
3
:
1
3:1
6
:1 6:1 0.0250.025
38.71
28.95
4
0
.
4
3
3
:
1
3:1
6
:1 6:1 0.0250.025
38.64
29.06
4
0
.
3
6
3
:
1
3:1
6
:1 6:1 0.0250.025
38.70
29.38
4
0
.
4
3
3
:
1
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
255+50.00
256+00.00
256+50.00
257+00.00
257+50.00
PERMIT DRAWING
SHEET 15 OF 120
FILL IN WETLANDS
SITE 8
FILL IN WETLANDS
SITE 8
FILL IN WETLANDS
SITE 8
FILL IN WETLANDS
SITE 8
FILL IN WETLANDS
SITE 8
2
8
5
2
9
0
02
02
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
M
A
T
C
H
L
IN
E

-
L
1-

S
T
A

2
8
1
+
0
0
.0
0

S
E
E

S
H
E
E
T

8
M
A
T
C
H
L
IN
E

-
L
1-

S
T
A

2
9
4
+
0
0
.0
0

S
E
E

S
H
E
E
T

10
SEE SHEET 43 FOR -L1- PROFILE
NAD 83/ NSRS 2007
CULVERT 3 - L1 STA 283+45
GRAPHIC SCALE
0'100'100'
SIDBURY LAND & TIMBER, LLC
SIDBURY LAND & TIMBER, LLC
36" CMP 36" CMP
-L1-
8:1 8:1
8:1
9
/
2
7
/
2
0
2
3

11
:
2
0
:
0
9

A
M
.
.
.
\
D
r
a
w
i
n
g
s
\
R
3
3
0
0
A
_
r
d
y
_
p
s
h
_
0
9
.
d
g
n
U
S
E
R
:

a
t
h
o
m
p
s
o
n
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
F
F
F
F
F C
F
C F
F
F
F
CFF
F
9
F
SITE 9
SHEET 16 OF 120
PERMIT DRAWING
IN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
TEMPORARY IMPACTS
FILL IN WETLAND
SURFACE WATER
IMPACTS IN
SURFACE WATER
IMPACTS IN
HAND CLEARING
HAND CLEARING
HAND CLEARING
HAND CLEARING
E E WETLAND EXCAVATION
F F FILL IN WETLAND
HC HC HAND CLEARING (NON-GRUBBING)
S S SURFACE WATER IMPACTS
TS TS TEMPORARY SURFACE WATER IMPACTS
IN WETLAND
TEMPORARY EXCAVATION
IN WETLAND
TEMPORARY EXCAVATION
FROM L1 STA. 280+00 TO STA. 282+87 RT
FROM L1 STA. 283+45 TO STA. 283+82 RT
FROM L1 STA. 284+04 TO STA. 285+58 LT
FROM L1 STA. 282+50 TO STA. 283+47 LT
Fill Slope4:1 or Flatter
b=6.0Ft.
d=1.0Ft.
Type of Liner= CL. B Rip-Rap
b
DETAIL 9A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
TO GRADE AT TOE PROTECTION
TRANSITION DITCH BOTTOM
W
/ N
A
TIVE MATE
RIAL
BURIED
1' BAC
KFILL
3
@

12
' x 7
' RC
BC

FROM L1 STA. 280+00 TO STA. 282+87 RT
FROM L1 STA. 283+45 TO STA. 283+82 RT
FROM L1 STA. 284+04 TO STA. 285+58 LT
FROM L1 STA. 282+50 TO STA. 283+47 LT
Fill Slope4:1 or Flatter
b=6.0Ft.
d=1.0Ft.
Type of Liner= CL. B Rip-Rap
b
DETAIL 9A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
TO GRADE AT TOE PROTECTION
TRANSITION DITCH BOTTOM
W
/ N
A
TIVE MATE
RIAL
BURIED
1' BAC
KFILL
3
@

12
' x 7
' RC
BC

FSFS2GI
2GI
2GI
2GI
2GI
2GI-FG
FS
2GI FG
2GI FG
18
"

RC
P
-
I
V
18
"

RC
P
-
I
V

18
"

RC
P
-
I
V
18" RCP-IV
1
8
"
R
C
P
-
I
V
1
8
"
R
C
P
-
I
V 2
4
"

RC
P
-
IV
2
4
"

RC
P
-
I
V
7 S.Y. GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B RIP RAP
7 S.Y. GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B. RIP RAP
2GI FG
2GI FG
FS
2GI
18
"

RC
P
-
I
V
15" RCP-IV
2
4
"

RC
P
-
IV
24" RCP-IV
SEE DETAIL 9A
TOE PROTECTION SEE DETAIL 9A
TOE PROTECTION
SEE DETAIL 9A
TOE PROTECTION
SEE DETAIL 9A
TOE PROTECTION
W
/ELBO
W
S
18
"

C
A
A
P
S
ILL
2
'

S
ILL
2
'

BELOW STREAM BED
BURY CULVERT 1'
3 @ 12' x 7' RCBC
NG
NG
NGNG
3 @ 12' x 7' RCBC
BELOW STREAM BED
BURY CULVERT 1' S
ILL
2
'

S
ILL
2
'

BARREL
12' LOW FLOW
BARREL
12' LOW FLOW
(NOT TO SCALE)
(LOOKING DOWNSTREAM)
INLET CHANNEL DETAIL - 9B
(NOT TO SCALE)
(LOOKING DOWNSTREAM)
OUTLET CHANNEL DETAIL - 9C
2
4
"

RC
P
-
I
V

9/13
(NOT TO SCALE)
PLAN VIEW
HIGH SILL
7'
ON 25FT CENTERS FROM DOWNSTREAM SILL
NUMBER OF BAFFLES=7
1.0'
2.0'
AND FLOOD PLAIN BENCH
LOW FLOW CHANNEL,SILLS
SKEWED MULTI- BARREL CULVERT
1'
SILL HEIGHT
BACK FILL WITH NATIVE MATERIAL TO
SILL
SILL
BAFFLE
SILL
DETAIL '9D'
12'12'
HIGH SILL
2.0'
12'
5) NUMBER OF SILL/BAFFLES DETERMINED BY THE ENGINEER.
(4) DO NOT SET ELEVATION OF HIGH SILL/BAFFLES ABOVE BANK FULL.
FLOW CHANNEL OF STREAM.
3) TOP OF LOW FLOW SILLS/BAFFLES SHOULD MATCH STREAM BED ELEVATION IN LOW
2) SILLS/BAFFLES ARE TO BE 1.0 FT. WIDE, CAST SEPARATELY AND ATTACHED BY DOWELS.

ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS.
FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE MATERIAL IS SUBJECT TO APPROVAL BY THE
BARREL(S), NATIVE MATERIAL SHOULD BE PLACED ON TOP TO FILL VOIDS AND PROVIDE A
THE HIGH FLOW CULVERT BARREL(S). IF RIP-RAP IS USED TO LINE THE HIGH FLOW CULVERT
FLOW CULVERT BARREL. RIP-RAP MAY BE USED TO SUPPLEMENT THE NATIVE BED MATERIAL IN
MATERIAL THAT IS EXCAVATED FROM THE STREAM BED MAY BE USED TO LINE THE LOW
THE THE STREAM OR FLOODPLAIN AT THE PROJECT SITE DURING CONSTRUCTION. ONLY
LOW FLOW CHANNEL. NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM
1) NATIVE MATERIAL BETWEEN SILLS/BAFFLES IN THE CULVERT SHALL PROVIDE A CONTINUOUS
*NOTES:
INLET AND OUTLETSILLS AT
SILL HEIGHT
BACK FILL WITH NATIVE MATERIAL TOSILL
SILL
FSFS
INV=29.8
TOP=36.9
INV=30.7
TOP=34.7
INV=33.5
TOP=41.4
INV=28.5
2GI
2GI
2GI
2GIINV=29.7
TOP=34.2
2GI
2GI-FG
FS
2GI FG
2GI FG
INV=32.5
TOP=42.3
18
"

RC
P
-
I
V
18
"

RC
P
-
I
V

18
"

RC
P
-
I
V
18" RCP-IV
1
8
"
R
C
P
-
I
V
1
8
"
R
C
P
-
I
V 2
4
"

RC
P
-
IV
2
4
"

RC
P
-
I
V
7 S.Y. GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B RIP RAP
7 S.Y. GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B. RIP RAP
2GI FG
2GI FG
FS
2GI
18
"

RC
P
-
I
V
INV=22.5
INV=34.0
INV=30.4
TOP=35.4
15" RCP-IV
2
4
"

RC
P
-
IV
24" RCP-IV
SEE DETAIL 9A
TOE PROTECTION SEE DETAIL 9A
TOE PROTECTION
INV=35.6
SEE DETAIL 9A
TOE PROTECTION
SEE DETAIL 9A
TOE PROTECTION
W
/ELBO
W
S
18
"

C
A
A
P
INV=31.4
TOP=35.9
INV=20.3
INV=28.6
TOP=35.6
INV=29.3
TOP=33.8
INV=31.1
TOP=35.6
INV=33.0
TOP=43.1
INV=31.6
S
ILL
2
'

S
ILL
2
'

BELOW STREAM BED
BURY CULVERT 1'
3 @ 12' x 7' RCBC
NG
NG
NGNG
3 @ 12' x 7' RCBC
BELOW STREAM BED
BURY CULVERT 1' S
ILL
2
'

S
ILL
2
'

BARREL
12' LOW FLOW
BARREL
12' LOW FLOW
(NOT TO SCALE)
(LOOKING DOWNSTREAM)
INLET CHANNEL DETAIL - 9B
(NOT TO SCALE)
(LOOKING DOWNSTREAM)
OUTLET CHANNEL DETAIL - 9C
2
4
"

RC
P
-
I
V

9/13
(NOT TO SCALE)
PLAN VIEW
HIGH SILL
7'
ON 25FT CENTERS FROM DOWNSTREAM SILL
NUMBER OF BAFFLES=7
1.0'
2.0'
AND FLOOD PLAIN BENCH
LOW FLOW CHANNEL,SILLS
SKEWED MULTI- BARREL CULVERT
1'
SILL HEIGHT
BACK FILL WITH NATIVE MATERIAL TO
SILL
SILL
BAFFLE
SILL
DETAIL '9D'
12'12'
HIGH SILL
2.0'
12'
5) NUMBER OF SILL/BAFFLES DETERMINED BY THE ENGINEER.
(4) DO NOT SET ELEVATION OF HIGH SILL/BAFFLES ABOVE BANK FULL.
FLOW CHANNEL OF STREAM.
3) TOP OF LOW FLOW SILLS/BAFFLES SHOULD MATCH STREAM BED ELEVATION IN LOW
2) SILLS/BAFFLES ARE TO BE 1.0 FT. WIDE, CAST SEPARATELY AND ATTACHED BY DOWELS.

ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS.
FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE MATERIAL IS SUBJECT TO APPROVAL BY THE
BARREL(S), NATIVE MATERIAL SHOULD BE PLACED ON TOP TO FILL VOIDS AND PROVIDE A
THE HIGH FLOW CULVERT BARREL(S). IF RIP-RAP IS USED TO LINE THE HIGH FLOW CULVERT
FLOW CULVERT BARREL. RIP-RAP MAY BE USED TO SUPPLEMENT THE NATIVE BED MATERIAL IN
MATERIAL THAT IS EXCAVATED FROM THE STREAM BED MAY BE USED TO LINE THE LOW
THE THE STREAM OR FLOODPLAIN AT THE PROJECT SITE DURING CONSTRUCTION. ONLY
LOW FLOW CHANNEL. NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM
1) NATIVE MATERIAL BETWEEN SILLS/BAFFLES IN THE CULVERT SHALL PROVIDE A CONTINUOUS
*NOTES:
INLET AND OUTLETSILLS AT
SILL HEIGHT
BACK FILL WITH NATIVE MATERIAL TOSILL
SILL
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
2
8
5
2
9
0
02
02
16
1
7
18
18
1
8
19
19
19
19
19
1
9
19
19
19
2
0
20
20
20
20 20
20
20
20
2
0
20
20
2
0
20
20
20
20
20
20
2
020
21
21
21
21
21
21
2 1
21
21
21
2
1
21
2
1
21
2
1
2
1
2
1
21
2
1
21
2
2
22
22
2
2
22
22
22
22 22
22
22
22
2
2
22
22
22
22
23
23
23
23
23
23
23
2
3
23
23
23
23
23
23
23
24
24
2
4
24
24
2
4
24
24
242
4
24
24
24
25
25
25
25
2
5
25
25
25
2
5
2
5
25
25
25
2
5
25
25
25
25
2
5
2
5
25
25
25
2525
2
5
26
26
2
6
26
26
26
26
26
26
26
26
26
26
2
6
27
27
2
7
2727
27
27
27
27
27
27
2
7
2
7
27
28
28
2828
28
2
8
28
28
28
28
28
2
8
28
29
29
2
9
29
2
9
29
29
29
2929
29
2
9
29
29
29
30
30
30
30
30
3
0
3
0
303030
30
303030
3
0
30
3
0
3
0
30
30
3
0
30
3
0
30
3131
31
31
31
31
31
3
1
3
1
31
32
32
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3
2
32
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33
33
33
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3
3
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3
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3434343
4
34
3
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34
3
4
34
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3
535
35
3
5
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36
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36
36
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3
8
38
3
8
38
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3
8
38
39
39
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39
39
39
39
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3
9
3
9
39
39
3
9
40
40
40
4
0
40
40
40
40
40
40
40
4
0
40
40
40
40
40 40 40
40
40
4
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40
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40
40 40
40
40
40
40
4
1
4141 41
4
1
4
1
41
41
41
4
2
424242 42424
24242434343
434343
434
3
44 4444444444444444
4545
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
M
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0

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10
SEE SHEET 43 FOR -L1- PROFILE
NAD 83/ NSRS 2007
SIDBURY LAND & TIMBER, LLC
SIDBURY LAND & TIMBER, LLC
36" CMP 36" CMP
-L1-
8:1 8:1
8:1
9
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2
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/
2
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2
3

11
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:
4
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
F
F
F
F
F C
F
C F
F
F
F
CFF
F
9
F
SITE 9
0'100'100'
SHEET 17 OF 120
PERMIT DRAWING
FILL IN WETLAND
IN SURFACE WATER
TEMPORARY IMPACTS
SURFACE WATER
IMPACTS IN
SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMPORARY IMPACTS
HAND CLEARING
HAND CLEARING
HAND CLEARING
HAND CLEARING
HC HC HAND CLEARING (NON-GRUBBING)
E E WETLAND EXCAVATION
F F FILL IN WETLAND
S S SURFACE WATER IMPACTS
TS TS TEMPORARY SURFACE WATER IMPACTS
IN WETLAND
TEMPORARY EXCAVATION
IN WETLAND
TEMPORARY EXCAVATION
FROM L1 STA. 280+00 TO STA. 282+87 RT
FROM L1 STA. 283+45 TO STA. 283+82 RT
FROM L1 STA. 284+04 TO STA. 285+58 LT
FROM L1 STA. 282+50 TO STA. 283+47 LT
Fill Slope4:1 or Flatter
b=6.0Ft.
d=1.0Ft.
Type of Liner= CL. B Rip-Rap
b
DETAIL 9A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
TO GRADE AT TOE PROTECTION
TRANSITION DITCH BOTTOM
W
/ N
A
TIVE MATE
RIAL
BURIED
1' BAC
KFILL
3
@

12
' x 7
' RC
BC

FROM L1 STA. 280+00 TO STA. 282+87 RT
FROM L1 STA. 283+45 TO STA. 283+82 RT
FROM L1 STA. 284+04 TO STA. 285+58 LT
FROM L1 STA. 282+50 TO STA. 283+47 LT
Fill Slope4:1 or Flatter
b=6.0Ft.
d=1.0Ft.
Type of Liner= CL. B Rip-Rap
b
DETAIL 9A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
TO GRADE AT TOE PROTECTION
TRANSITION DITCH BOTTOM
W
/ N
A
TIVE MATE
RIAL
BURIED
1' BAC
KFILL
3
@

12
' x 7
' RC
BC

FSFS2GI
2GI
2GI
2GI
2GI
2GI-FG
FS
2GI FG
2GI FG
18
"

RC
P
-
I
V
18
"

RC
P
-
I
V

18
"

RC
P
-
I
V
18" RCP-IV
1
8
"
R
C
P
-
I
V
1
8
"
R
C
P
-
I
V 2
4
"

RC
P
-
IV
2
4
"

RC
P
-
I
V
7 S.Y. GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B RIP RAP
7 S.Y. GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B. RIP RAP
2GI FG
2GI FG
FS
2GI
18
"

RC
P
-
I
V
15" RCP-IV
2
4
"

RC
P
-
IV
24" RCP-IV
SEE DETAIL 9A
TOE PROTECTION SEE DETAIL 9A
TOE PROTECTION
SEE DETAIL 9A
TOE PROTECTION
SEE DETAIL 9A
TOE PROTECTION
W
/ELBO
W
S
18
"

C
A
A
P
S
ILL
2
'

S
ILL
2
'

BELOW STREAM BED
BURY CULVERT 1'
3 @ 12' x 7' RCBC
NG
NG
NGNG
3 @ 12' x 7' RCBC
BELOW STREAM BED
BURY CULVERT 1' S
ILL
2
'

S
ILL
2
'

BARREL
12' LOW FLOW
BARREL
12' LOW FLOW
(NOT TO SCALE)
(LOOKING DOWNSTREAM)
INLET CHANNEL DETAIL - 9B
(NOT TO SCALE)
(LOOKING DOWNSTREAM)
OUTLET CHANNEL DETAIL - 9C
2
4
"

RC
P
-
I
V

9/13
(NOT TO SCALE)
PLAN VIEW
HIGH SILL
7'
ON 25FT CENTERS FROM DOWNSTREAM SILL
NUMBER OF BAFFLES=7
1.0'
2.0'
AND FLOOD PLAIN BENCH
LOW FLOW CHANNEL,SILLS
SKEWED MULTI- BARREL CULVERT
1'
SILL HEIGHT
BACK FILL WITH NATIVE MATERIAL TO
SILL
SILL
BAFFLE
SILL
DETAIL '9D'
12'12'
HIGH SILL
2.0'
12'
5) NUMBER OF SILL/BAFFLES DETERMINED BY THE ENGINEER.
(4) DO NOT SET ELEVATION OF HIGH SILL/BAFFLES ABOVE BANK FULL.
FLOW CHANNEL OF STREAM.
3) TOP OF LOW FLOW SILLS/BAFFLES SHOULD MATCH STREAM BED ELEVATION IN LOW
2) SILLS/BAFFLES ARE TO BE 1.0 FT. WIDE, CAST SEPARATELY AND ATTACHED BY DOWELS.

ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS.
FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE MATERIAL IS SUBJECT TO APPROVAL BY THE
BARREL(S), NATIVE MATERIAL SHOULD BE PLACED ON TOP TO FILL VOIDS AND PROVIDE A
THE HIGH FLOW CULVERT BARREL(S). IF RIP-RAP IS USED TO LINE THE HIGH FLOW CULVERT
FLOW CULVERT BARREL. RIP-RAP MAY BE USED TO SUPPLEMENT THE NATIVE BED MATERIAL IN
MATERIAL THAT IS EXCAVATED FROM THE STREAM BED MAY BE USED TO LINE THE LOW
THE THE STREAM OR FLOODPLAIN AT THE PROJECT SITE DURING CONSTRUCTION. ONLY
LOW FLOW CHANNEL. NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM
1) NATIVE MATERIAL BETWEEN SILLS/BAFFLES IN THE CULVERT SHALL PROVIDE A CONTINUOUS
*NOTES:
INLET AND OUTLETSILLS AT
SILL HEIGHT
BACK FILL WITH NATIVE MATERIAL TOSILL
SILL
FSFS2GI
2GI
2GI
2GI
2GI
2GI-FG
FS
2GI FG
2GI FG
18
"

RC
P
-
I
V
18
"

RC
P
-
I
V

18
"

RC
P
-
I
V
18" RCP-IV
1
8
"
R
C
P
-
I
V
1
8
"
R
C
P
-
I
V 2
4
"

RC
P
-
IV
2
4
"

RC
P
-
I
V
7 S.Y. GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B RIP RAP
7 S.Y. GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B. RIP RAP
2GI FG
2GI FG
FS
2GI
18
"

RC
P
-
I
V
15" RCP-IV
2
4
"

RC
P
-
IV
24" RCP-IV
SEE DETAIL 9A
TOE PROTECTION SEE DETAIL 9A
TOE PROTECTION
SEE DETAIL 9A
TOE PROTECTION
SEE DETAIL 9A
TOE PROTECTION
W
/ELBO
W
S
18
"

C
A
A
P
S
ILL
2
'

S
ILL
2
'

BELOW STREAM BED
BURY CULVERT 1'
3 @ 12' x 7' RCBC
NG
NG
NGNG
3 @ 12' x 7' RCBC
BELOW STREAM BED
BURY CULVERT 1' S
ILL
2
'

S
ILL
2
'

BARREL
12' LOW FLOW
BARREL
12' LOW FLOW
(NOT TO SCALE)
(LOOKING DOWNSTREAM)
INLET CHANNEL DETAIL - 9B
(NOT TO SCALE)
(LOOKING DOWNSTREAM)
OUTLET CHANNEL DETAIL - 9C
2
4
"

RC
P
-
I
V

9/13
(NOT TO SCALE)
PLAN VIEW
HIGH SILL
7'
ON 25FT CENTERS FROM DOWNSTREAM SILL
NUMBER OF BAFFLES=7
1.0'
2.0'
AND FLOOD PLAIN BENCH
LOW FLOW CHANNEL,SILLS
SKEWED MULTI- BARREL CULVERT
1'
SILL HEIGHT
BACK FILL WITH NATIVE MATERIAL TO
SILL
SILL
BAFFLE
SILL
DETAIL '9D'
12'12'
HIGH SILL
2.0'
12'
5) NUMBER OF SILL/BAFFLES DETERMINED BY THE ENGINEER.
(4) DO NOT SET ELEVATION OF HIGH SILL/BAFFLES ABOVE BANK FULL.
FLOW CHANNEL OF STREAM.
3) TOP OF LOW FLOW SILLS/BAFFLES SHOULD MATCH STREAM BED ELEVATION IN LOW
2) SILLS/BAFFLES ARE TO BE 1.0 FT. WIDE, CAST SEPARATELY AND ATTACHED BY DOWELS.

ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS.
FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE MATERIAL IS SUBJECT TO APPROVAL BY THE
BARREL(S), NATIVE MATERIAL SHOULD BE PLACED ON TOP TO FILL VOIDS AND PROVIDE A
THE HIGH FLOW CULVERT BARREL(S). IF RIP-RAP IS USED TO LINE THE HIGH FLOW CULVERT
FLOW CULVERT BARREL. RIP-RAP MAY BE USED TO SUPPLEMENT THE NATIVE BED MATERIAL IN
MATERIAL THAT IS EXCAVATED FROM THE STREAM BED MAY BE USED TO LINE THE LOW
THE THE STREAM OR FLOODPLAIN AT THE PROJECT SITE DURING CONSTRUCTION. ONLY
LOW FLOW CHANNEL. NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM
1) NATIVE MATERIAL BETWEEN SILLS/BAFFLES IN THE CULVERT SHALL PROVIDE A CONTINUOUS
*NOTES:
INLET AND OUTLETSILLS AT
SILL HEIGHT
BACK FILL WITH NATIVE MATERIAL TOSILL
SILL
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
40
30
20
50 CL 50 100100
40
30
20
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

9
/
2
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2
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2
3

3
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:
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M
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R-3300A
5
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9
9
SHEET 18 OF 120
PERMIT DRAWING
(11/28/17)
WSEL = 20.2
= 24.0
PROP 50 YR
= 24.4
PROP 100 YR
BED
EXISTING STREAM
NWSEL = 21.0TOP OF BANK RT
TOP OF BANK LT
3:1 NORMAL
3.11:1 SKEW
SKEW = 105 DEG
BURIED 1' W/ SILLS
GRADE POINT EL. = 36.6
3 @ 12' x 7' RCBC
CENTERLINE STA. -L1- 283+45
SLOPE = 0.27%
C/L EL. = 17.8'
3 @ 12' X 7' RCBC
8
/
15
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2
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2
3
U
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R
o
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M
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L
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l
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
20 20
30 30
40 40
10 10
20 20
30 30
10 10
20 20
30 30
10 10
20 20
30 30
10 10
20 20
30 30
10 10
X-48R-3300A
-L1-
5 10
6
:1 6:1 0.0250.025
34.22
21.29
3:1
3
5
.
9
4
3:
1
3
5
.
9
4
6
:1 6:1 0.0250.025
33.95
19.71
3:
1
3
5
.
6
7
3:1
3
5
.
6
7
6
:1 6:1 0.0250.025
33.80
18.44
3:1
3
5
.
5
2
3:
1
3
5
.
5
2
6
:1 6:1 0.0250.025
33.78
19.07
3
5
.
5
1
3:1 3:
1
3
5
.
5
1
6
:1 6:1 0.0250.025
33.90
24.39
3
5
.
6
2
3:1
3:
1
3
5
.
6
2
WETLANDS
WETLANDS
WETLANDSWETLANDS
WETLANDS
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
282+50.00
283+00.00
283+50.00
284+00.00
284+50.00
PERMIT DRAWING
SHEET 19 OF 120
SITE 9
FILL IN WETLANDS
FILL IN WETLANDS
IMPACTS IN SURFACE WATERS
FILL IN WETLANDS
EXCAVATION
FILL IN WETLANDS
FILL IN WETLANDS
2
9
5
3
0
0
3
0
5
02
CHORD
CHORD
02
03A
03A
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
UT ISLAN
D
C
REE
K
M
A
T
C
H
LIN
E

-
L
1-

S
T
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2
9
4
+
0
0
.0
0

S
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S
H
E
E
T

9
M
A
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C
H
L
I
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E

-
L
1-

S
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3
0
7
+
0
0
.
0
0

S
E
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S
H
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T

11
SEE SHEET 43 & 44 FOR -L1- PROFILE
NAD 83/ NSRS 2007
GRAPHIC SCALE
0'100'100'
36" HDPEINV. 21.72'
INV. 22.32'42
" CMP
INV. 24.95'
INV. 25.06'
INV
.
24
.59'
INV
.
24
.61'
R3300-1
WOODS
WOODS
WOODS
WOODS
WOODS
BM5
SIDBURY LAND & TIMBER, LLC
SIDBURY LAND & TIMBER, LLC
N 00°36'08" W
DEPARTMENT OF TRANSPORTATION
DEPARTMENT OF TRANSPORTATION
-L1-
-
L
1-

S
C

S
t
a
.

2
9
9
+
2
5
.3
5
-
L
1-

T
S

S
t
a
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2
9
7
+
4
5
.3
5
CURVE DATA
SEE SHEET 2B-1 FOR HORIZONTAL
9
/
2
7
/
2
0
2
3

12
:
2
5
:
5
2

P
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a
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
POND
F F
FF
FF
F
C
F
F
F
F
F
F
C
C
F
C
F
C
C
C
10SSSURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 10
SHEET 20 OF 120
PERMIT DRAWING
IN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
TEMPORARY IMPACTS
SURFACE WATER
IMPACTS IN
BAC
KF
ILL
W
/ N
A
TIVE
M
ATERIA
L
BU
RIED

1'
1
@

7
' x
5
' RC
B
C

SEE DETAIL 10B
INLET CHANNEL
NG
NGNG
3:
1 3:1
FABRIC
GEOTEXTILE
BELOW STREAM BED
BURY CULVERT 1'
BELOW STREAM BED
BURY CULVERT 1'
3:
1 3:1
FABRIC
GEOTEXTILE
1 @ 7' x 5' RCBC 1 @ 7' x 5' RCBC
6' W X 20' L
CL II RIP RAP 6' W X 20' L
CL II RIP RAP
TO ELEV. 42.0'
FILL EXISTING
7'7'
(NOT TO SCALE)
(LOOKING DOWNSTREAM)
INLET CHANNEL DETAIL
(NOT TO SCALE)
(LOOKING DOWNSTREAM)
OUTLET CHANNEL DETAIL
CULVERT - L1 STA 305+99 RT
DETAIL 10B
CULVERT - L1 STA 305+99 LT
DETAIL 10A
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM -L1- STA. 306+00 TO STA. 309+50 RT
FROM -L1- STA. 306+27 TO STA. 308+50 LT
Min. D=1.5 Ft.
DETAIL 10C
Ground
Natural
Flatter6:1 or
Slope
Fill
DITCH
TIE TO EXISTING
5' BERM TO
FS
2GI
2GI 2GI
18" RCP-IV
18" RCP-IV
2GI FG
7 S.Y. GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B RIP RAP
DDE 15 CY
SEE DETAIL 10A
OUTLET CHANNEL
18
"

RC
P
-
I
V
EST 10 SY GF
EST 7 TON
6'W X 20'L
CL II RIP RAP
EST 10 SY GF
EST 7 TON
6'W X 20'L
CL II RIP RAP
EST 10 SY GF
EST 7 TON
6'W X 20'L
CL II RIP RAP
15" RCP-IV
DRAIN
GRADE TO
DRAIN
GRADE TO
96 CY DDE
SEE DETAIL 11B
SP. LATERAL V DITCH
W
/E
L
BO
W
S
18
"

C
A
A
P EST 10 SY GF
EST 7 TON
6'W X 20'L
CL II RIP RAP
96 CY DDE
SEE DETAIL 11B
SP. LATERAL V DITCH
2GI1
8
"

R
C
P
-
I
V

SEE DETAIL 11B
SP. LATERAL V DITCH
7 S.Y. GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B RIP RAP
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
2
9
5
3
0
0
3
0
5
02
CHORD
CHORD
02
03A
03A
22
22
2
2
2
2
23
23
23
23
23
23
23
2
4
24
24
24
24
2424
24
2
5
2
5
25
25 25
25
25
2525 2525
25
25
2
5
25
25 25
25
26
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2
6
2
6
2
6
27
27
2 7
2727
27
27
27
27
27
27
2
7
2
7
2
7
27
27
2
7
2
7
28
28
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28
2828
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28
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2
8
2
82
8
2
8
2
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2
8
28
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2
9
2
9
2
9
29
2
9
29
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292929
29
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29
30
3
0
30
3
0
3
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30
3
0
3
0
3
0
3
0
30
30
3
030
30
30
3030
30
30
30
3030
30
3
0
3030
30
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3
1
31
3
1
3
1
31
31
313131
3131
31
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32
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3
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32
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3
3
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3
3
33
3333
33
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3
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34
3
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3
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3
4
34
34
34
34
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3
5
35
3
5
3535
35
3
5
35
35
3
5
35
3535
35
35
35
35
35
35
3535
35
3
6
36
36
3
6
3
6
36
36
36
36
36
36
36
36
37 3
7
3
7
3
7
37
37
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37
37
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37
37 37
37
3
7
3
7
37
37
38
38
3
8
38
3838
38
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8
38
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8
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39
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39 39
3
9
3
9
3
9
39
3
9
3
9
39
39
39
4040
40
40
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40
40
40
40
40
4040
40 40
4
0
4
0
40
40
40
40
40
40
40
40
40
4
0
4
0
4
0
4
0
40
4
0
404040
4
0
404040
4040
40
40
4
0
4
0
40
40
4
0
4
1
41
4
1
41
4
1
41
41
41
4141
41
4
1
41 41 41
41
41
41
41
4
1
4
1
41
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41
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2
42
4242
42
42
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42
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42
42
42
42
42
43
43
43
43
43
43
43
43
4
3
4
34344
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
UT ISLAN
D
C
REE
K
M
A
T
C
H
LIN
E

-
L
1-

S
T
A
2
9
4
+
0
0
.0
0

S
E
E

S
H
E
E
T

9
M
A
T
C
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L
I
N
E

-
L
1-

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3
0
7
+
0
0
.
0
0

S
E
E

S
H
E
E
T

11
SEE SHEET 43 & 44 FOR -L1- PROFILE
NAD 83/ NSRS 2007
36" HDPEINV. 21.72'
INV. 22.32'42
" CMP
INV. 24.95'
INV. 25.06'
INV
.
24
.59'
INV
.
24
.61'
R3300-1
WOODS
WOODS
WOODS
WOODS
WOODS
BM5
SIDBURY LAND & TIMBER, LLC
SIDBURY LAND & TIMBER, LLC
N 00°36'08" W
DEPARTMENT OF TRANSPORTATION
DEPARTMENT OF TRANSPORTATION
-L1-
-
L
1-

S
C

S
t
a
.

2
9
9
+
2
5
.3
5
-
L
1-

T
S

S
t
a
.

2
9
7
+
4
5
.3
5
CURVE DATA
SEE SHEET 2B-1 FOR HORIZONTAL
9
/
2
7
/
2
0
2
3

12
:
2
6
:
3
8

P
M
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:

a
t
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
POND
F F
FF
FF
F
C
F
F
F
F
F
F
C
C
F
C
F
C
C
C
10SSSURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 10
SHEET 21 OF 120
PERMIT DRAWING
IN SURFACE WATER
TEMPORARY IMPACTS
SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMPORARY IMPACTS
0'100'100'
BAC
KF
ILL
W
/ N
A
TIVE
M
ATERIA
L
BU
RIED

1'
1
@

7
' x
5
' RC
B
C

SEE DETAIL 10B
INLET CHANNEL
NG
NGNG
3:
1 3:1
FABRIC
GEOTEXTILE
BELOW STREAM BED
BURY CULVERT 1'
BELOW STREAM BED
BURY CULVERT 1'
3:
1 3:1
FABRIC
GEOTEXTILE
1 @ 7' x 5' RCBC 1 @ 7' x 5' RCBC
6' W X 20' L
CL II RIP RAP 6' W X 20' L
CL II RIP RAP
TO ELEV. 42.0'
FILL EXISTING
7'7'
(NOT TO SCALE)
(LOOKING DOWNSTREAM)
INLET CHANNEL DETAIL
(NOT TO SCALE)
(LOOKING DOWNSTREAM)
OUTLET CHANNEL DETAIL
CULVERT - L1 STA 305+99 RT
DETAIL 10B
CULVERT - L1 STA 305+99 LT
DETAIL 10A
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM -L1- STA. 306+00 TO STA. 309+50 RT
FROM -L1- STA. 306+27 TO STA. 308+50 LT
Min. D=1.5 Ft.
DETAIL 10C
Ground
Natural
Flatter6:1 or
Slope
Fill
DITCH
TIE TO EXISTING
5' BERM TO
FS
2GI
2GI 2GI
18" RCP-IV
18" RCP-IV
2GI FG
7 S.Y. GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B RIP RAP
DDE 15 CY
SEE DETAIL 10A
OUTLET CHANNEL
18
"

RC
P
-
I
V
EST 10 SY GF
EST 7 TON
6'W X 20'L
CL II RIP RAP
EST 10 SY GF
EST 7 TON
6'W X 20'L
CL II RIP RAP
EST 10 SY GF
EST 7 TON
6'W X 20'L
CL II RIP RAP
15" RCP-IV
DRAIN
GRADE TO
DRAIN
GRADE TO
96 CY DDE
SEE DETAIL 11B
SP. LATERAL V DITCH
W
/E
L
BO
W
S
18
"

C
A
A
P EST 10 SY GF
EST 7 TON
6'W X 20'L
CL II RIP RAP
96 CY DDE
SEE DETAIL 11B
SP. LATERAL V DITCH
2GI1
8
"

R
C
P
-
I
V

SEE DETAIL 11B
SP. LATERAL V DITCH
7 S.Y. GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B RIP RAP
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
40
30
20
50 CL 50 100100
40
30
20
SHEET 22 OF 120
PERMIT DRAWING
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

9
/
2
2
/
2
0
2
3

3
:
2
9
:
0
7

P
M
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.
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a
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i
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-
3
3
0
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A
_
h
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_
4
.
d
g
n
U
S
E
R
:

a
t
h
o
m
p
s
o
n
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TOP OF BANK LT
TOP OF BANK RT
BED
EXISTING STREAM
= 32.5
PROP 100 YR
= 31.6
PROP 50 YR
(11/29/17)
WSEL = 26.7
NWSEL = 28.0
3:1 NORMAL
3.03:1 SKEW
SKEW = 98 DEG
BURIED 1'
GRADE POINT EL. = 40.0
1 @ 7' x 5' RCBC
CENTERLINE STA. -L1- 305+99
SLOPE = 0.29%
C/L EL. = 24.9'
1 @ 7' X 5' RCBC
3
10
3
1
5
3
2
0
3
2
0
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
MAT
C
H
LIN
E

-
L1-

S
T
A
3
0
7
+
0
0
.0
0

S
E
E

S
H
E
E
T

10
M
A
T
C
H
L
I
N
E

-
L
1-

S
T
A

3
2
0
+
0
0
.
0
0

S
E
E

S
H
E
E
T

12
SEE SHEET 44 FOR -L1- PROFILE
NAD 83/ NSRS 2007
15" HDPE
12
"
R
C
P
IN
V.
29.
40'
INV
. 29
.
62'
10' SO
IL
10' SOIL
10
' S
OIL
WOODS
WOODS
WOOD
S
WOOD
S
WOODS
WOODS
WOODS
-L1-
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA9
/
2
2
/
2
0
2
3

3
:
2
1
:
0
5

P
M
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D
r
a
w
i
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g
s
\
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3
3
0
0
A
_
r
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_
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s
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1
.
d
g
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U
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:

a
t
h
o
m
p
s
o
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F F
F F
F F
F
F
F
F
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
F
11
WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 11
SHEET 23 OF 120
PERMIT DRAWING
FILL IN WETLAND
SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMPORARY IMPACTS
SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMPORARY IMPACTS
0'100'100'
RETAIN DITCH
GRADE TO DRAIN
REMOVE 40' OF ROAD EMBANKMENT
LATERAL BASE DITCH
TIE EXIST CHANNEL TO
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM L1 STA. 312+29 TO STA. 322+05 LT
DETAIL 11A
b=5.0Ft.
B=5.0Ft.
Min. D=4.0Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM -L1- STA. 306+00 TO STA. 309+50 RT
FROM -L1- STA. 306+27 TO STA. 308+50 LT
Min. D=1.5 Ft.
DETAIL 11B
Ground
Natural
Flatter6:1 or
Slope
Fill
PES
2GI
FS
HW
TO SS
FILL EXISTING DITCHES
18
"
RC
P-
I
V
B
U
RIE
D 1'
4
8"
R
C
P-I
V
FS
18
"

RC
P
-
I
V

2GI
10 S.Y. GEOTEXTILE
3 TONS
PROTECTION
OUTLET
CL B RIP RAP
SEE DETAIL 11B
50 S.Y. GEOTEXTILE
26 TONS
PROTECTION
OUTLET
CL 1 RIP RAP
R
EM
OV
E
200 CY
TO ELEV. = 35
FILL EXISTING DITCHES
PROTECTION
OUTLET
CL B RIP RAP
2500 CY DDE
SEE DETAIL 11A
LATERAL 5' BASE DITCH
SEE DETAIL 11B
SP. LATERAL V DITCH
SEE DETAIL 11B
SP. LATERAL V DITCH
7
S
.Y
. GEO
TEXT
ILE
2
TON
S
PRO
TE
CT
ION
OU
TLET
CL
B
R
IP
RA
P
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
3
10
3
1
5
3
2
0
3
2
0
25
25
25
25
2
5
26
26
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27
27
27
27
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28
28
28
28
28
28
29
29
29
29
29
29
29
29
29
2929
2
9
2
9
29
29
2
9
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
3
0
30
3
0
30
30
30
30
30
30
30
30
30
30
30
30
30
30
3
0
30
30
30
3
0
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
3
1
31
31
31
32
32
32
32
32
32
32
32
32
3
2
32
3
2
32
32
32
3
2
32
32
32
32
32
32
32
32
3
2
32
32
32
32
32
3232
33
33
33
33
33
33
33
33
33
33
3
333
33
33
3
3
33
33
3
3
3
3
33
33
33
33
33
33
3
3
33
33
33
33
33
33
34
34
34
34
34
34
34
34
34
34
34
3
4
3
4
3
4
3
4
34
34
34
3
4
34
34
34
34
34
34
34
34
35
35
35
35
35
35
35
35
35
35
353
5
35
35
35
35
35
3
5
35
35
35
35
3
5
3
5
3
5
3
5
3
5
35
35
35
35
35
35
35
3
5
35
35
35
35
35
35
35
35
35
35
35
35
3
5
35
3 5
35
35
35
35
35
3
5
36
3
6
36
36
36
36
36
36
3
6
3
6
36
3
6
3
6
3
6
3
6
36
3
6
36
36
36
37
3
7
37
37
37
3
7
37
3
7
37
37
37
37
37
37
38
3
8
38
38
3
8
38
3
8
3838
3
8
3
8
3
8
38
38
38
38
39
3
9
3
9
39 39
39
39
39
39
39
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
MAT
C
H
LIN
E

-
L1-

S
T
A
3
0
7
+
0
0
.0
0

S
E
E

S
H
E
E
T

10
M
A
T
C
H
L
I
N
E

-
L
1-

S
T
A

3
2
0
+
0
0
.
0
0

S
E
E

S
H
E
E
T

12
SEE SHEET 44 FOR -L1- PROFILE
NAD 83/ NSRS 2007
15" HDPE
12
"
R
C
P
IN
V.
29.
40'
INV
. 29
.
62'
10' SO
IL
10' SOIL
10
' S
OIL
WOODS
WOODS
WOOD
S
WOOD
S
WOODS
WOODS
WOODS
-L1-
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA9
/
2
2
/
2
0
2
3

2
:
4
3
:
0
9

P
M
.
.
.
\
R
3
3
0
0
A
_
r
d
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p
s
h
_
1
1
C
.
d
g
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U
S
E
R
:

a
t
h
o
m
p
s
o
n
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F F
F F
F F
F
F
F
F
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
F
11
WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 11
SHEET 24 OF 120
PERMIT DRAWING
IN SURFACE WATER
TEMPORARY IMPACTS
SURFACE WATER
IMPACTS IN
SURFACE WATER
IMPACTS IN
FILL IN WETLAND
IN SURFACE WATER
TEMPORARY IMPACTS
0'100'100'
RETAIN DITCH
GRADE TO DRAIN
REMOVE 40' OF ROAD EMBANKMENT
LATERAL BASE DITCH
TIE EXIST CHANNEL TO
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM L1 STA. 312+29 TO STA. 322+05 LT
DETAIL 11A
b=5.0Ft.
B=5.0Ft.
Min. D=4.0Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM -L1- STA. 306+00 TO STA. 309+50 RT
FROM -L1- STA. 306+27 TO STA. 308+50 LT
Min. D=1.5 Ft.
DETAIL 11B
Ground
Natural
Flatter6:1 or
Slope
Fill
PES
2GI
FS
HW
TO SS
FILL EXISTING DITCHES
18
"
RC
P-
I
V
B
U
RIE
D 1'
4
8"
R
C
P-I
V
FS
18
"

RC
P
-
I
V

2GI
10 S.Y. GEOTEXTILE
3 TONS
PROTECTION
OUTLET
CL B RIP RAP
SEE DETAIL 11B
50 S.Y. GEOTEXTILE
26 TONS
PROTECTION
OUTLET
CL 1 RIP RAP
R
EM
OV
E
200 CY
TO ELEV. = 35
FILL EXISTING DITCHES
PROTECTION
OUTLET
CL B RIP RAP
2500 CY DDE
SEE DETAIL 11A
LATERAL 5' BASE DITCH
SEE DETAIL 11B
SP. LATERAL V DITCH
SEE DETAIL 11B
SP. LATERAL V DITCH
7
S
.Y
. GEO
TEXT
ILE
2
TON
S
PRO
TE
CT
ION
OU
TLET
CL
B
R
IP
RA
P
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
8
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X-60R-3300A
-L1-
5 10
3.
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.324
:1 6:1
0.0400.040
38.74
33.88
4:1
3.
59
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.324
:1 6:1
0.0400.040
38.91
33.18
3:1
26.69
3:
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.324
:1 6:1
0.0400.040
39.08
31.12
27.32
3:
1 3:1
4
:1
3.43:1
5
.324
:1 6:1
0.0400.040
39.25
31.04
27.95
3:
1 3:1
4
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3.18:1
3:
1
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.324
:1 6:1
0.0400.040
39.42
30.56
28.57
3:
1 3:1
3:1 WETLANDSWETLANDS
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
312+00.00
312+50.00
313+00.00
313+50.00
314+00.00
SITE 11
PERMIT DRAWING
SHEET 25 OF 120
FILL IN WETLANDS
IMPACTS IN SURFACE WATER
FILL IN WETLANDS
FILL IN WETLANDS
FILL IN WETLANDS
FILL IN WETLANDS
SITE 11
IMPACTS IN SURFACE WATER
IMPACTS IN SURFACE WATER
IMPACTS IN SURFACE WATER
3
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RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
MA
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14
SEE SHEET 45 FOR -L1- PROFILE
NAD 83/ NSRS 2007
10' SOIL
10' SOIL
10' SOIL
10' SOIL
W
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WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
-L1-
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WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA9
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
F
F
F
F
F
F
F
F
F
F
F
F
F
F
13
SITE 13
WETLAND
DENOTES FILL INFF
SITE 12
SHEET 26 OF 120
PERMIT DRAWING
DENOTES MECHANIZED CLEARING**
*
*
***
**
*
*
0'100'100'
2GI FS
2GI FS
3
6
"

RC
P
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P
IP
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3
6
"

RC
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P
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10 S.Y GEOTEXTILE
3 TONS
OUTLET PROTECTION
CL B RIPRAP
18
"
RC
P-
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V
3
6
"

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3
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PES
PES
PES
PES
PES
PES
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
3
3
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CHORD
CHORD
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RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
MA
T
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14
SEE SHEET 45 FOR -L1- PROFILE
NAD 83/ NSRS 2007
10' SOIL
10' SOIL
10' SOIL
10' SOIL
W
OO
DS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
-L1-
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6
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WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA9
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
F
F
F
F
F
F
F
F
F
F
F
F
F
F
13
SITE 13
WETLAND
DENOTES FILL INFF
SITE 12
SHEET 27 OF 120
PERMIT DRAWING
CLEARING
DENOTES MECHANIZED **
*
*
***
**
*
*
0'100'100'
2GI FS
2GI FS
3
6
"

RC
P
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Q
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P
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3
6
"

RC
P
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P
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10 S.Y GEOTEXTILE
3 TONS
OUTLET PROTECTION
CL B RIPRAP
18
"
RC
P-
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3
6
"

RC
P
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3
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PES
PES
PES
PES
PES
PES
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
8
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40 40
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30 30
30 30
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20 20
X-69R-3300A
-L1-
5 10
5
.324
:1 6:1
0.0400.040
39.79
35.41
3
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:13:1
5
.324
:1 6:1
0.0400.040
39.47
34.64
3.
65
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13:1
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.324
:1 6:1
0.0400.040
39.15
33.66
3.
6
7
:
13:1
5
.324
:1 6:1
0.0400.040
38.82
32.82
3.
74
:
13:1
5
.392
:1 6:1
0.0360.036
38.51
31.64
3:
13:1
5
.587
:1 6:1
0.0250.025
38.23
31.18
3:
13:1
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS WETLANDS
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
337+00.00
337+50.00
338+00.00
338+50.00
339+00.00
339+50.00
FILL IN WETLANDS
PERMIT DRAWING
SHEET 28 OF 120
SITE 13
FILL IN WETLANDS
FILL IN WETLANDS
SITE 13
FILL IN WETLANDS
FILL IN WETLANDS
FILL IN WETLANDS
SITE 12
SITE 12
SITE 13
SITE 13
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40 40
20 20
30 30
40 40
20 20
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30 30
40 40
20 20
30 30
40 40
20 20
X-70R-3300A
-L1-
5 10
5
.670
:1 6:1
0.0140.025
37.95
30.93
3:
13:1
5
.756
:1 6:1 0.0030.025
37.65
30.53
3:
13:1
5
.843
:1 6:1 0.0090.025
37.34
30.51
3:
13:1
5
.934
:1 6:1 0.0200.025
37.01
30.40
3:
13:1
6
:1 6:1 0.0250.025
36.65
30.26
3:
13:1
6
:1 6:1 0.0250.025
36.24
30.34
3:
13:1
WETLANDS WETLANDS
WETLANDS WETLANDS
WETLANDS WETLANDS
WETLANDS WETLANDS
WETLANDSWETLANDS
WETLANDSWETLANDS
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
340+00.00
340+50.00
341+00.00
341+50.00
342+00.00
342+50.00
PERMIT DRAWING
SHEET 29 OF 120
SITE 13
SITE 13
FILL IN WETLANDS
FILL IN WETLANDS
FILL IN WETLANDS
FILL IN WETLANDS
FILL IN WETLANDS
FILL IN WETLANDS
SITE 13
SITE 13
SITE 13
SITE 13
20
25
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CHORD
CHORD
12
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09
03A
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
M
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15
MATCHLINE -Y34- STA 27+00.00 SEE SHEET 36
STA 19+00.00 SEE SHEET 35
MATCHLINE -Y34-
SEE SHEET 65 FOR -SR1- PROFILE
SEE SHEET 63 FOR -Y34- PROFILE
SEE SHEET 45 & 46 FOR -L1- PROFILE
NAD 83/ NSRS 2007
0
2
0
2
12
'
12
'
8
'
8
'
TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77
4
0
'
F
-
F
12
'
12
'
5
'
P
S
5
'
P
S
NOT TO SCALE
SKETCH SHOWING RELATIONSHIP OF PAVEMENT WIDTH TO BRIDGE WIDTH
STA 15+00.00 SEE SHEET 35
MATCHLINE -SR1-
FROM L1 STA. 347+50 TO STA. 349+50 RT
Fill Slope4:1 or Flatter
b=6.0Ft.
d=1.0Ft.
Type of Liner= CL. B Rip-Rap
b
DETAIL 14A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
B
3:13:
1 D
( Not to Scale)
STANDARD BASE DITCH
FROM L1 STA. 351+14 TO STA. 352+12 LT
DETAIL 14B
B=3.0Ft.
Min. D=2.0Ft.
Ground
Natural
Ground
Natural
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM Y34 STA. 20+04 TO STA. 22+84 RT
DETAIL 14C
b=5.0Ft.
B=4.0Ft.
Min. D=2.0Ft.
Ground
Natural
Slope
Fill
DETAIL 14D
SPECIAL CUT DITCH
( Not to Scale)
D
3:1
3:
1
Slope
Ditch
Front
Min. D=2.0Ft.
Slope
Ditch
Front
FROM Y34 19+50 STA. TO 23+63 LT
LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
b
1"/Ft.
FROM Y34 STA. 26+00 TO STA. 33+14 LT
b=5.0Ft.
Min. D=1.5Ft.
DETAIL 14E
Ground
Natural
Slope
Fill
Type of Liner= CL II Rip-Rap
-SR1- STA. 15+13 LT
-Y34- STA. 18+50 LT
D= Pipe Dia.
Exist Channel
D
3:
1 3:1
RIRPAP PAD AT JURISDICTIONAL STREAM
( Not to Scale)
Geotextile
Ground
Natural
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 357+91 TO STA. 359+19 LT
DETAIL 14F
B=2 Ft.
Min. D=1.3 Ft.
Ground
Natural
Slope
Fill
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1 STA. 359+43 MED.
DETAIL 14J
C Proposed Ditch
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM -SR1- STA. 19+50 TO STA. 22+51 LT
Min. D=1.5 Ft.
DETAIL 14I
Ground
Natural
Flatter6:1 or
Slope
Fill
DETAIL 14G
E E IN WETLAND
DENOTES EXCAVATION
GRAPHIC SCALE
0'100'100'
4
8
"
C
M
P
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V.
2
3.
0
4
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2
4
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6
4
'
INV
. 20.31'
INV
. 20 .39'15" RCP
IN
V. 19.48'24"
C
MP
G
CONC
GR
GR
15'
G
R
2SBKD
DK
S
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1
3
3
6

S
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B
U
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D

2
4
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B
S
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DK
12" C
MP
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5
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R/
W
EX ISTING R /W
EX ISTING R/W
EX ISTING R /W
EX ISTING R /W
60.00'
60.00'
W
O
O
D
S
20' B ST
SR 2259
FA RM R OAD
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
2
4
"
C
M
P
36" C M P
T
T
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T
S
I
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E

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CATHERINE C. FULLERTON
WCM ENTERPRISES, LLC.
2 0 ' B S T
S R 2 2 5 9
F A R M R O A D
BM8HW
PLANS 8.2335604 PG 23)
50' PDE (PER NCDOT
WOODS
FJH, LLC.
LETICIA A. FOUQUET
J.W. COVIL, ET UX
100.00'
CONCDEPARTMENT OF TRANSPORTATION
-L1-
-L1-
-SR1-
-
Y
3
4
-
-Y34- STA. 24+28.73
-L1- STA. 354+03.68
-
L
1-

T
S

S
t
a
.

3
4
9
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9
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2
-
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S
t
a
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3
5
1
+
2
6
.
3
2
-SR1- PC Sta. 17+39.94
-SR1- PT Sta. 22+72.15
-SR1- POT Sta. 25+00.00
-L1-
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
W
O
V
E
N
WI
R
E
F
E
N
C
E
G
R
E
U
T
L-
2
W
O
V
E
N

WIR
E

F
E
N
C
E
ANCHOR UNIT
CABLE GUIDERAILANCHOR UNIT
CABLE GUIDERAIL
-Y34-
-
L1-
-Y34- STA. 23+08.48
BEGIN APPROACH SLAB
-Y34- STA. 23+21.78
BEGIN BRIDGE
-Y34- STA. 25+35.48
END BRIDGE
-Y34- STA. 25+50.48
END APPROACH SLAB
9
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CROSS BRANCHF
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
F
F
F
F
F
F
F
F
C
C
14
SITE 13
SITE 14
SITE 20
SITE 15
SHEET 30 OF 120
PERMIT DRAWING
DENOTES MECHANIZED CLEARING*
*
*
*
***
**
*
*
S S DENOTES IMPACTS IN SURFACE WATER
DENOTES FILL IN WETLANDFF
EXCAVATION IN WETLAND
SURFACE WATER
IMPACTS IN
- TOTAL TAKE
INDIRECT IMPACTS
G
T
D
G
T
D
G
T
D
G
T
D
G
T
D
SEE DETAIL 14F
SP. LAT. V DITCH
100 CY DDE
SEE DETAIL 14B
3' BASE DITCH
RIRPAP PAD AT JURISDICTIONAL STREAM
Exist Channel
( Not to Scale)
D= Pipe Dia.
Type of Liner= CL II Rip-Rap
Ground
Natural
Geotextile
D
3:
1 3:1
DETAIL 14H
-Y34- STA. 18+50 LT -SR1- STA. 15+13 LT
REMOVE
2GI-A
FS
2GI
2
G
I
2
G
I
2GI
36" RC P-IV
36" RC P-IV
2
4
"

RC
P
-
I
V
2
4
" RC
P-
IV
18" RCP-IV
2
4
"

R
C
P
-
I
V
2
4
"

R
C
P
-
I
V
18" RCP-IV
14 S.Y. GEOTEXTILE
5 TONS
OUTLET PROTECTION
CL B RIP RAP
2
G
I
F
G
REMOVE
14 S.Y. GEOTEXTILE
5 TONS
PROTECTION
OUTLET
CL B RIPRAP
10 S.Y. GEOTEXTILE
3 TONS
PROTECTION
OUTLET
CL B RIPRAP
29 S.Y. GEOTEXTILE
15 TONS
PROTECTION
OUTLET
CL 1 RIP RAP
BURIED 1'72" RCP-IV
SEE DETAIL 14A
TOE PROTECTION
DITCH
EXISTING
TIE TO
72" RCP-IV BURY INVERT 1'
HW
40 TONS SEE DETAIL 14G
STREAM CL II RIPRAP
RIPRAP AT JURISIDICTIONAL
2GI
HW
500 CY DDE
SEE DETAIL 14E
LATERAL V DITCH
230 CY DDE
SEE DETAIL 14C
LATERAL 4' BASE DITCH
DITCH
EXIST
RETAIN
RETAIN
RETA IN
RET
AIN
REMAIN
TO DRAIN TO DITCH TO
EMBANKMENT AND GRADE
REMOVE EXIST ROADWAY
PES
PES
SEE DETAIL 14D
SP. LATERAL V DITCH
FS
18" RCP-IV
18" CAAP W/ ELBOWS
18" CAAP W/ ELBOWS
2GI
18
"
RC
P-
I
V
18
"
RC
P-
I
V
10 SY GEOTEXTILE
3 TONS
PROTECTION
OUTLET
CL B RIPRAP
18
"

RC
P-
I
V
SEE DETAIL 14J
FS
SEE DETAIL 14F
2' BASE DITCH
SPECIAL LATERAL
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
20
25
3
5
0
3
5
5
3
6
0
15
2
0
09
12
11
CHORD
CHORD
12
04
19
09
03A
1
9
20
20
20
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2
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2021
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1222
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222
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2323
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2
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2
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2
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2
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25
2
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25 25
2
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25
2
5
2
5
25
25
2 5
25
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25
25
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25
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25
25
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25
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2525
25 25
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25
2
5
2
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25
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2
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2
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6 26
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2
6
26
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26
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26
262
6
2
6
2
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2
6
2
6
2
7
2
7
2
7
27
27
27
27
2727
27
27
27
27
27
2
7
27
27
27
27
2
7
2
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2
7
2
7
2
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2
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2
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27
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27
2
7
2
7
2
7
27
27
2
7
27
27
2
7
27
2
7
2
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2
7
27
2
7
2
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2
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27
2
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2
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27
2
8
2
8
2
8
28
28
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2
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28
2
8
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2
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2
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28
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2
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2
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2
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2
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9
2
9
2
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2
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30
303030
3
1
3
1
3
2
3
2
3
3
3
4
3
5
3
6
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
M
A
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15
MATCHLINE -Y34- STA 27+00.00 SEE SHEET 36
STA 19+00.00 SEE SHEET 35
MATCHLINE -Y34-
SEE SHEET 65 FOR -SR1- PROFILE
SEE SHEET 63 FOR -Y34- PROFILE
SEE SHEET 45 & 46 FOR -L1- PROFILE
NAD 83/ NSRS 2007
0
2
0
2
12
'
12
'
8
'
8
'
TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77
4
0
'
F
-
F
12
'
12
'
5
'
P
S
5
'
P
S
NOT TO SCALE
SKETCH SHOWING RELATIONSHIP OF PAVEMENT WIDTH TO BRIDGE WIDTH
STA 15+00.00 SEE SHEET 35
MATCHLINE -SR1-
FROM L1 STA. 347+50 TO STA. 349+50 RT
Fill Slope4:1 or Flatter
b=6.0Ft.
d=1.0Ft.
Type of Liner= CL. B Rip-Rap
b
DETAIL 14A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
B
3:13:
1 D
( Not to Scale)
STANDARD BASE DITCH
FROM L1 STA. 351+14 TO STA. 352+12 LT
DETAIL 14B
B=3.0Ft.
Min. D=2.0Ft.
Ground
Natural
Ground
Natural
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM Y34 STA. 20+04 TO STA. 22+84 RT
DETAIL 14C
b=5.0Ft.
B=4.0Ft.
Min. D=2.0Ft.
Ground
Natural
Slope
Fill
DETAIL 14D
SPECIAL CUT DITCH
( Not to Scale)
D
3:1
3:
1
Slope
Ditch
Front
Min. D=2.0Ft.
Slope
Ditch
Front
FROM Y34 19+50 STA. TO 23+63 LT
LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
b
1"/Ft.
FROM Y34 STA. 26+00 TO STA. 33+14 LT
b=5.0Ft.
Min. D=1.5Ft.
DETAIL 14E
Ground
Natural
Slope
Fill
Type of Liner= CL II Rip-Rap
-SR1- STA. 15+13 LT
-Y34- STA. 18+50 LT
D= Pipe Dia.
Exist Channel
D
3:
1 3:1
RIRPAP PAD AT JURISDICTIONAL STREAM
( Not to Scale)
Geotextile
Ground
Natural
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 357+91 TO STA. 359+19 LT
DETAIL 14F
B=2 Ft.
Min. D=1.3 Ft.
Ground
Natural
Slope
Fill
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1 STA. 359+43 MED.
DETAIL 14J
C Proposed Ditch
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM -SR1- STA. 19+50 TO STA. 22+51 LT
Min. D=1.5 Ft.
DETAIL 14I
Ground
Natural
Flatter6:1 or
Slope
Fill
DETAIL 14G
E E IN WETLAND
DENOTES EXCAVATION
4
8
"
C
M
P
I
N
V.
2
3.
0
4
'
I
N
V
.

2
4
.
6
4
'
INV
. 20.31'
INV
. 20 .39'15" RCP
IN
V. 19.48'24"
C
MP
G
CONC
GR
GR
15'
G
R
2SBKD
DK
S
R
1
3
3
6

S
I
D
B
U
R
Y
R
D

2
4
'
B
S
T
S
DK
12" C
MP
E
X
I
S
T
I
N
G

R\
W
5
0'
U
T
I
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A
S
E
M
E
N
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X
I
S
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I
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G

R/
W
EX ISTING R /W
EX ISTING R/W
EX ISTING R /W
EX ISTING R /W
60.00'
60.00'
W
O
O
D
S
20' B ST
SR 2259
FA RM R OAD
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
2
4
"
C
M
P
36" C M P
T
T
T
T
C
T
S
I
Z
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A
N
D

M
A
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E
R
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A
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P
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N
K
N
O
W
N
CATHERINE C. FULLERTON
WCM ENTERPRISES, LLC.
2 0 ' B S T
S R 2 2 5 9
F A R M R O A D
BM8HW
PLANS 8.2335604 PG 23)
50' PDE (PER NCDOT
WOODS
FJH, LLC.
LETICIA A. FOUQUET
J.W. COVIL, ET UX
100.00'
CONCDEPARTMENT OF TRANSPORTATION
-L1-
-L1-
-SR1-
-
Y
3
4
-
-Y34- STA. 24+28.73
-L1- STA. 354+03.68
-
L
1-

T
S

S
t
a
.

3
4
9
+
9
1
.
3
2
-
L
1-

S
C

S
t
a
.

3
5
1
+
2
6
.
3
2
-SR1- PC Sta. 17+39.94
-SR1- PT Sta. 22+72.15
-SR1- POT Sta. 25+00.00
-L1-
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
W
O
V
E
N
WI
R
E
F
E
N
C
E
G
R
E
U
T
L-
2
W
O
V
E
N

WIR
E

F
E
N
C
E
ANCHOR UNIT
CABLE GUIDERAILANCHOR UNIT
CABLE GUIDERAIL
-Y34-
-
L1-
-Y34- STA. 23+08.48
BEGIN APPROACH SLAB
-Y34- STA. 23+21.78
BEGIN BRIDGE
-Y34- STA. 25+35.48
END BRIDGE
-Y34- STA. 25+50.48
END APPROACH SLAB
9
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a
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CROSS BRANCHF
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
F
F
F
F
F
F
F
F
C
C
14
SITE 13
SITE 14
SITE 20
SITE 15
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
SHEET 31 OF 120
PERMIT DRAWING
SURFACE WATER
IMPACTS IN
EXCAVATION IN WETLAND
0'100'100'
- TOTAL TAKE
INDIRECT IMPACTS
G
T
D
G
T
D
G
T
D
G
T
D
G
T
D
SEE DETAIL 14F
SP. LAT. V DITCH
100 CY DDE
SEE DETAIL 14B
3' BASE DITCH
RIRPAP PAD AT JURISDICTIONAL STREAM
Exist Channel
( Not to Scale)
D= Pipe Dia.
Type of Liner= CL II Rip-Rap
Ground
Natural
Geotextile
D
3:
1 3:1
DETAIL 14H
-Y34- STA. 18+50 LT -SR1- STA. 15+13 LT
REMOVE
2GI-A
FS
2GI
2
G
I
2
G
I
2GI
36" RC P-IV
36" RC P-IV
2
4
"

RC
P
-
I
V
2
4
" RC
P-
IV
18" RCP-IV
2
4
"

R
C
P
-
I
V
2
4
"

R
C
P
-
I
V
18" RCP-IV
14 S.Y. GEOTEXTILE
5 TONS
OUTLET PROTECTION
CL B RIP RAP
2
G
I
F
G
REMOVE
14 S.Y. GEOTEXTILE
5 TONS
PROTECTION
OUTLET
CL B RIPRAP
10 S.Y. GEOTEXTILE
3 TONS
PROTECTION
OUTLET
CL B RIPRAP
29 S.Y. GEOTEXTILE
15 TONS
PROTECTION
OUTLET
CL 1 RIP RAP
BURIED 1'72" RCP-IV
SEE DETAIL 14A
TOE PROTECTION
DITCH
EXISTING
TIE TO
72" RCP-IV BURY INVERT 1'
HW
40 TONS SEE DETAIL 14G
STREAM CL II RIPRAP
RIPRAP AT JURISIDICTIONAL
2GI
HW
500 CY DDE
SEE DETAIL 14E
LATERAL V DITCH
230 CY DDE
SEE DETAIL 14C
LATERAL 4' BASE DITCH
DITCH
EXIST
RETAIN
RETAIN
RETA IN
RET
AIN
REMAIN
TO DRAIN TO DITCH TO
EMBANKMENT AND GRADE
REMOVE EXIST ROADWAY
PES
PES
SEE DETAIL 14D
SP. LATERAL V DITCH
FS
18" RCP-IV
18" CAAP W/ ELBOWS
18" CAAP W/ ELBOWS
2GI
18
"
RC
P-
I
V
18
"
RC
P-
I
V
10 SY GEOTEXTILE
3 TONS
PROTECTION
OUTLET
CL B RIPRAP
18
"

RC
P-
I
V
SEE DETAIL 14J
FS
SEE DETAIL 14F
2' BASE DITCH
SPECIAL LATERAL
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
8
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PROJ. REFERENCE NO.SHEET NO.0
6
/
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1
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30 30
20 20
30 30
20 20
30 30
20 20
30 30
20 20
30 30
20 20
30 30
20 20
X-74R-3300A
-L1-
5 10
6
:1 5.496:1 0.0300.030
30.30
26.09
4:1
3:
1
0.0300.030
31.60
27.35
5
.29
:14:1 10:110:1
0.0300.030
32.05
28.09
3
.
84
:
14:1
10:110:1
0.0300.030
32.81
27.72
4
.48
:14.348:1
10:1 10:1
0.0300.030
28.66
4
.
03
:13.3:1
0.0300.030
33.34
27.59
4
.
1
5
:1
4.533:1 10:110:1
WETLANDS
WETLANDS
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
352+00.00
352+50.00
353+00.00
353+50.00
354+00.00
354+50.00
PERMIT DRAWING
SHEET 32 OF 120
SITE 14
FILL IN WETLANDS
FILL IN WETLANDS
FILL IN WETLANDS
SITE 14
SITE 14
8
/
15
/
2
0
2
3
U
:
\
R
o
a
d
w
a
y
\
C
o
r
r
i
d
o
r
M
o
d
e
l
i
n
g
\
R
3
3
0
0
A
_
R
d
y
_
x
p
l

L
1
.
d
g
n
k
h
a
z
e
l
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
30 30
20 20
30 30
20 20
30 30
20 20
30 30
20 20
30 30
20 20
30 30
20 20
X-76R-3300A
-L1-
5 10
3.87:1 6
:1 5.496:1 0.0300.030
31.90
27.343:
1
25.02
3:
1
3.74:1 6
:1 5.496:1 0.0300.030
31.73
26.98
3:
1
25.27
3:
1
6
:1 5.496:1 0.0300.030
31.55
27.07
3:
1
25.52
3.72:1
3:
1
6
:1 5.496:1 0.0300.030
31.37
27.07
3:
1
3:1
6
:1 5.496:1 0.0300.030
31.19
26.69
3:
1
3:1
5
.02
:1
6
:1 5.496:1 0.0300.030
31.01
27.02
3.93:1
WETLANDS
WETLANDS
WETLANDSWETLANDS
WETLANDSWETLANDS
WETLANDSWETLANDS
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
358+00.00
358+50.00
359+00.00
359+50.00
360+00.00
360+50.00
PERMIT DRAWING
SHEET 33 OF 120
SITE 20
FILL IN WETLANDS
FILL IN WETLANDS
FILL IN WETLANDS
FILL IN WETLANDS
FILL IN WETLANDS
FILL IN WETLANDS
SITE 20
SITE 20
SITE 20
SITE 20
SITE 20
3
6
5
3
7
0
3
6
0
150.00'
+60.00
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
M
A
T
C
H
L
I
N
E

-
L
1-

S
T
A

3
6
0
+
0
0
.
0
0

S
E
E

S
H
E
E
T

14
MAT
C
H
LIN
E

-
L1-

S
T
A
3
7
3
+
0
0
.0
0

S
E
E

S
H
E
E
T

16
SEE SHEET 46 FOR -L1- PROFILE
M
A
T
C
H
L
I
N
E

-
L
1-

S
T
A

3
6
0
+
0
0
.
0
0

S
E
E

S
H
E
E
T

14
MAT
C
H
LIN
E

-
L1-

S
T
A
3
7
3
+
0
0
.0
0

S
E
E

S
H
E
E
T

16
SEE SHEET 46 FOR -L1- PROFILE
NAD 83/ NSRS 2007
I
NV.
19.
48'24
"
CM
P
10'
GR
VI
NEYA
RD
10' GR
S
5
0
" WD
50
" WD
5
0"
W
D
4
8"
CHL W2SF
D
CON
C
CON
C
CONC
10'
GR
10'
GR
J.W. COVIL, ET UX
M
B
52
P
G
116
6
0'
ACCESS
EAS
EM
ENT
M
B
52
P
G
116
60'
ACC
E
S
S
E
AS
E
M
E
NT
M B 52 PG 116
60' A CC E SS E A S EM E N T
CAROL D. HUNT
RODNEY KING, ET UX
HEIRS
JOHN R. HATCHER,
E
XIS
T
ING
R/W
E
XIS
T
ING
R
/W
EI
P
EI
R
EI
R
W
OOD
S
W
OO
DS
W
OOD
S
S
E
P
TI
C
T
AN
K
CO-TRUSTEE, ET AL
RONALD R. ENGEL,
FJH, LLC.
THOMAS L. SKINNER
ROGER G. VAN DE BERG, ET UX
RUSSELL B. HUNT, JR.
WOODS
WOODS
BM8
WOODS
WOODS
R.B. HUNT, ET UX
FJH, LLC.
J.W. COVIL, ET UX
R.B. HUNT, ET UX
-L1-
-SR9- PC Sta. 13+07.25
WOVEN WIRE FENCE
WOVEN WIRE FENCE WOVEN WIRE FENCE
WOVEN WIRE FENCE
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
9
/
2
2
/
2
0
2
3

3
:
2
2
:
0
1
P
M
.
.
.
\
D
r
a
w
i
n
g
s
\
R
3
3
0
0
A
_
r
d
y
_
p
s
h
_
1
5
.
d
g
n
U
S
E
R
:

a
t
h
o
m
p
s
o
n
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
F
C
F
C
F
C
C
C
C
C
F
C
F
F
C
1515
SITE 20
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
SHEET 34 OF 120
PERMIT DRAWING
0'100'100'
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM -L- STA. 366+50 TO STA. 372+07 LT.
Min. D=1 Ft.
DETAIL 15C
Ground
Natural
Flatter4:1 or
Slope
Fill
2GI
18
"

RC
P
-
I
V
SEE DETAIL 15A
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 15B
SPECIAL LATERAL 4' BASE DITCH
SEE DETAIL 15C
SPECIAL LATERAL 'V' DITCH
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
2
4"
R
C
P-I
V
2
4"
R
C
P-I
V
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 367+00 TO STA. 371+00 RT.
DETAIL 15B
B=4 Ft.
Min. D=1.5 Ft.
Ground
Natural
Slope
Fill
2GI
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 361+75 TO STA. 367+00 RT.
DETAIL 15A
B=2 Ft.
Min. D=1.3 Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 371+00 TO STA. 373+33 RT.
DETAIL 15D
B=4 Ft.
Min. D=1.2 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 15D
SPECIAL LATERAL 4' BASE DITCH
SEE DETAIL 15E
FS
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1 STA. 372+95 MED.
L1 STA. 367+24 MED.
DETAIL 15E
C Proposed Ditch
SEE DETAIL 15E
FS
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
3
6
5
3
7
0
3
6
0
150.00'
+60.00
1
8
1919
20
2
0
20
20
20
2
0
20
2121
2
1
21
22
2
2
2
2
22
2
2
22
22
2
3
2
3
23
23
2
3
23
23
2
3
23
23
23
2
3
24
24
2
4
24
2
4
2
4
24
2
4
24
24
24
2
4
24
24
25
25
25
25
2
5
25
25
25
25
25
25 25
2
5
2
5
2
5
25
25
25
25
25
25
2525
25
25
25
25
2
5
2
5
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
26
26
26
26 26
26
26
2
6
26
26
26
26
2
6
26
26
2626
26
27
27
2
7
27
27
27
2
7
27
27
27
27
2
7
27
27
27
2
7
27
27
27
27
2
7
28
28
2
8
2
8
28
28
2
8
2
8
2
8
29
29
29
2
9
30
3
0
30
30
30
30
3
1
3
1
3
1
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
M
A
T
C
H
L
I
N
E

-
L
1-

S
T
A

3
6
0
+
0
0
.
0
0

S
E
E

S
H
E
E
T

14
MAT
C
H
LIN
E

-
L1-

S
T
A
3
7
3
+
0
0
.0
0

S
E
E

S
H
E
E
T

16
SEE SHEET 46 FOR -L1- PROFILE
M
A
T
C
H
L
I
N
E

-
L
1-

S
T
A

3
6
0
+
0
0
.
0
0

S
E
E

S
H
E
E
T

14
MAT
C
H
LIN
E

-
L1-

S
T
A
3
7
3
+
0
0
.0
0

S
E
E

S
H
E
E
T

16
SEE SHEET 46 FOR -L1- PROFILE
NAD 83/ NSRS 2007
I
NV.
19.
48'24
"
CM
P
10'
GR
VI
NEYA
RD
10' GR
S
5
0
" WD
50
" WD
5
0"
W
D
48
"
CHL W2SF
D
CON
C
CON
C
CONC
10'
GR
10'
GR
J.W. COVIL, ET UX
M
B
52
P
G
116
6
0'
ACCESS
EAS
EM
ENT
M
B
5
2
P
G
116
60'
ACCE
SS
E
AS
E
M
E
NT
M B 52 PG 116
60' A CC E SS E A S EM E N T
CAROL D. HUNT
RODNEY KING, ET UX
HEIRS
JOHN R. HATCHER,
E
XIS
T
ING
R/W
E
XIS
T
ING
R
/W
EI
P
EI
R
EI
R
W
OOD
S
W
OOD
S
W
O
O
DS
S
E
P
TI
C
T
ANK
CO-TRUSTEE, ET AL
RONALD R. ENGEL,
FJH, LLC.
THOMAS L. SKINNER
ROGER G. VAN DE BERG, ET UX
RUSSELL B. HUNT, JR.
WOODS
WOODS
BM8
WOODS
WOODS
R.B. HUNT, ET UX
FJH, LLC.
J.W. COVIL, ET UX
R.B. HUNT, ET UX
-L1-
-SR9- PC Sta. 13+07.25
WOVEN WIRE FENCE
WOVEN WIRE FENCE WOVEN WIRE FENCE
WOVEN WIRE FENCE
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
9
/
2
2
/
2
0
2
3

2
:
4
4
:
0
8

P
M
.
.
.
\
R
3
3
0
0
A
_
r
d
y
_
p
s
h
_
1
5
C
.
d
g
n
U
S
E
R
:

a
t
h
o
m
p
s
o
n
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
F
C
F
C
F
C
C
C
C
C
F
C
F
F
C
1515
SITE 20
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
SHEET 35 OF 120
PERMIT DRAWING
0'100'100'
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM -L- STA. 366+50 TO STA. 372+07 LT.
Min. D=1 Ft.
DETAIL 15C
Ground
Natural
Flatter4:1 or
Slope
Fill
2GI
18
"

RC
P
-
I
V
SEE DETAIL 15A
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 15B
SPECIAL LATERAL 4' BASE DITCH
SEE DETAIL 15C
SPECIAL LATERAL 'V' DITCH
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
2
4"
R
C
P-I
V
2
4"
R
C
P-I
V
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 367+00 TO STA. 371+00 RT.
DETAIL 15B
B=4 Ft.
Min. D=1.5 Ft.
Ground
Natural
Slope
Fill
2GI
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 361+75 TO STA. 367+00 RT.
DETAIL 15A
B=2 Ft.
Min. D=1.3 Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 371+00 TO STA. 373+33 RT.
DETAIL 15D
B=4 Ft.
Min. D=1.2 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 15D
SPECIAL LATERAL 4' BASE DITCH
SEE DETAIL 15E
FS
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1 STA. 372+95 MED.
L1 STA. 367+24 MED.
DETAIL 15E
C Proposed Ditch
SEE DETAIL 15E
FS
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
15
2
0
C

A
0
6
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
15
"
3
6
"
RC
P-
III
EQ
. PIPE
3
6
"
RC
P-
I
I
I
EQ
.
PIPE
3
6
" RC
P-I
I
I
EQ
. PIPE
1.0'
BURY INLET
60" RCP-IV
ELB
ELB
EST 177 LF
EX PIPE
& RETAIN
CLEANOUT
2GI
2GI
HW
N
A
D
8
3/
N
S
R
S 2
0
0
7
SEE SHEET 61 FOR -Y33RPCA- PROFILE
M
A
T
C
H
L
I
N
E
-
Y
3
3
R
P
C
A-

S
T
A
2
4
+
5
0
.
0
0

S
E
E

S
H
E
E
T

5
MODIFIED TO SHOW AS EXISTING ON TIP PROJECT R-3300A
PIPES INSTALLED UNDER TIP PROJECT U-4751 HAVE BEEN
PROJECT U-4751
DRAINAGE FROM
ROADWAY
IN THE PROPOSED
FILES ARE DASHED LINES
U-4751 ROADWAY DESIGN
R
E
M
O
V
E
D
B
Y
O
T
H
E
R
S
1SFD
15' SOIL
1
0'
S
OI
L
8'
G
R
2SFD
C
O
N
C
WILD MAGNOLIA RD 16' SOIL
WILD MAGNOLIA RD 9' SOIL
42" CMP
W
30" HDPE
24" RCP
3
0'
P
U
B
LI
C
RI
G
H
T
O
F
W
A
Y

E
A
S
E
M
E
N
T
E
A
C
H
SI
D
E
O
F
P
R
O
P
E
R
T
Y
LI
N
E
30' PUBLIC RIGHT OF WAY EASEMENT EACH SIDE OF PROPERTY LINE
30' PUBLIC RIGHT OF WAY EASEMENT EACH SIDE OF PROPERTY LINE
2
4
"
R
C
P
KENNETH WAYNE BARROW
KAY A. LEE
LENIER FURR
E
A
C
H
S
I
D
E
O
F
P
R
O
P
E
R
T
Y
LI
N
E
3
0'
P
U
B
LI
C
RI
G
H
T
O
F
W
A
Y

E
A
S
E
M
E
N
T
MARK F. HOLLIFIELD
ETTA P WILSON, HEIRS
EX
ISTING
R
/W
EX
IS
T
ING

R/W
EXISTING
R
/W
EX
IST
ING
R
/W
EX
IST
ING
R
/W
-
Y3
3
R
P
C
A-

C
S

S
ta
.
13
+
6
7
.7
3
-
Y3
3
R
P
C
A-

S
T

S
ta
. 14
+
5
1
.7
3
-
Y3
3
R
P
CA-

T
S

S
ta
. 18
+
6
1.7
3
-
Y3
3
R
P
C
A-

S
C

S
ta
.
2
0
+
0
5
.7
3
Y33RPCA STA 22+61.33
BEGIN CONSTRUCTION
DONE
BY
OTHERS
DON
E
BY
OTHERS
GREU TL-3
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
9
/
2
2
/
2
0
2
3

3
:
2
2
:
3
4

P
M
.
.
.
\
D
r
a
w
i
n
g
s
\
R
3
3
0
0
A
_
r
d
y
_
p
s
h
_
3
3
.
d
g
n
U
S
E
R
:

a
t
h
o
m
p
s
o
n
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
F
F
F F
F
F
F
33
F
F
F F
F
U-4751 PERMITS
INCLUDED IN
WETLAND AREA
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
SHEET 36 OF 120
PERMIT DRAWING
0'100'100'
SITE 1
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
15
2
0
C

A
37
37
38
38
38
38
3838
38
38
38
39
39
39
39
39
3
9
39
39
39
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39
39
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39
39
3
9
39
39
40
40
40
40
4
0
4
0
40
40
40
40
40
40
40
4
0
40
40
40
4
0
4
0
4
0
4
0
4
0
40
40
40
40
40
4
0
4
0
4
0
4
0
4
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40
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40
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1
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4
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42 42
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4
2
42
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2
42
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3
43
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47
47
47
47
47
47
47
48
48
48
48
48
48
48
49
49
49
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
15
"
3
6
"
RC
P-
III
EQ
. PIPE
3
6
"
RC
P-
I
I
I
EQ
.
PIPE
3
6
" RC
P-I
I
I
EQ
. PIPE
1.0'
BURY INLET
60" RCP-IV
ELB
ELB
EST 177 LF
EX PIPE
& RETAIN
CLEANOUT
2GI
2GI
HW
N
A
D
8
3/
N
S
R
S 2
0
0
7
SEE SHEET 61 FOR -Y33RPCA- PROFILE
M
A
T
C
H
L
I
N
E
-
Y
3
3
R
P
C
A-

S
T
A
2
4
+
5
0
.
0
0

S
E
E

S
H
E
E
T

5
MODIFIED TO SHOW AS EXISTING ON TIP PROJECT R-3300A
PIPES INSTALLED UNDER TIP PROJECT U-4751 HAVE BEEN
PROJECT U-4751
DRAINAGE FROM
ROADWAY
IN THE PROPOSED
FILES ARE DASHED LINES
U-4751 ROADWAY DESIGN
R
E
M
O
V
E
D
B
Y
O
T
H
E
R
S
1SFD
15' SOIL
1
0'
S
OI
L
8'
G
R
2SFD
C
O
N
C
WILD MAGNOLIA RD 16' SOIL
WILD MAGNOLIA RD 9' SOIL
42" CMP
W
30" HDPE
24" RCP
3
0'
P
U
B
LI
C
RI
G
H
T
O
F
W
A
Y

E
A
S
E
M
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N
T
E
A
C
H
SI
D
E
O
F
P
R
O
P
E
R
T
Y
LI
N
E
30' PUBLIC RIGHT OF WAY EASEMENT EACH SIDE OF PROPERTY LINE
30' PUBLIC RIGHT OF WAY EASEMENT EACH SIDE OF PROPERTY LINE
2
4
"
R
C
P
KENNETH WAYNE BARROW
KAY A. LEE
LENIER FURR
E
A
C
H
S
I
D
E
O
F
P
R
O
P
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R
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LI
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3
0'
P
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B
LI
C
RI
G
H
T
O
F
W
A
Y

E
A
S
E
M
E
N
T
MARK F. HOLLIFIELD
ETTA P WILSON, HEIRS
EX
ISTING
R
/W
EX
IS
T
ING

R/W
EXISTING
R
/W
EX
IST
ING
R
/W
EX
IST
ING
R
/W
-
Y3
3
R
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A-

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+
6
7
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5
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1.7
3
-
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3
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P
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A-

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C

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ta
.
2
0
+
0
5
.7
3
Y33RPCA STA 22+61.33
BEGIN CONSTRUCTION
DONE
BY
OTHERS
DON
E
BY
OTHERS
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
9
/
2
2
/
2
0
2
3

2
:
4
4
:
3
1

P
M
.
.
.
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R
3
3
0
0
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d
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:

a
t
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
F
F
F F
F
F
F
33
F
F
F F
F
U-4751 PERMITS
INCLUDED IN
WETLAND AREA
WETLAND
DENOTES FILL INFF
SHEET 37 OF 120
PERMIT DRAWING
CLEARING
DENOTES MECHANIZED **
*
*
**
*
**
*
*
0'100'100'
SITE 1
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
8
5
9
0
10
15
20
01
C
A
C
A
C
A
C
A-Y33RPA-
5
01
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
HW
36" R
CP-III
EQ. PIPE
R
E
T
AI
N
42" RCP-III 42" RCP-III42" RCP-V42" RCP-V
ELB
ELB
2
E
L
B
O
WS
15"
C
A
A
P
W/
2GI
2GI
HW
HW
RE
T
A
IN
R
E
T
A
I
N
N
A
D

8
3
/

N
S
R
S

2
0
0
7
N
A
D

8
3
/
N
S
R
S

2
0
0
7
M
A
T
C
H
L
IN
E

-
Y3
3
-

S
T
A

9
6
+
0
0
.0
0

S
E
E

IN
S
E
T
SEE SHEET 56 & 57 FOR -Y33- EXIST PROFILE
SEE SHEET 58 & 59 FOR -Y33RPA- PROFILE
MA T CH
L IN
E -Y 33R PA - S TA 21+68 .00 S EE
SH
EE
T
5
M
A
T
C
H
L
IN
E

-
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3
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T
A

9
6
+
0
0
.0
0

T
H
IS

S
H
E
E
T
MODIFIED TO SHOW AS EXISTING ON TIP PROJECT R-3300A
PIPES INSTALLED UNDER TIP PROJECT U-4751 HAVE BEEN
M
A
T
C
H
L
I
N
E

-
Y3
3
-

S
T
A

8
2
+
5
0
.0
0

S
E
E

S
H
E
E
T

5
INV=37.70'
INV=34.32'
US 17 / I-140 W 36'BST
US 17 / I-140 E 37'BST
48" RCP
10' DRAINAGE EASEMENT
C

A
C

A
S 80°44'09" E
459.65'
S

0
7
°
3
3
'
5
1"
W
3
3
6
.
7
1'
DIANE THI MINH CHAU TA
DB 5503 PG 1237
NORTH CAR
MB 8 PG 97
MB 8 PG 97
DB 5351 PG 2982
E
A
C
H

S
ID
E

O
F

P
R
O
P
E
R
T
Y

L
IN
E
3
0
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P
U
B
L
IC

R
IG
H
T

O
F

WA
Y

E
A
S
E
M
E
N
T
S 80°44'09" E
44.20'
EXISTING R/W
EXISTING R/W
EX
IS
T
ING
R
/W
970' R
915'
R
E
XIS
TI
NG
R/
W
E
XIS
T
ING
R
/W
EXISTING R/W
1295' R
EXISTING R/W
EXISTING R/W
1340' R
EXISTING R/W
1340' R
CORBETT INDUSTRIES INC
DB 6165 PG 2849
-
Y3
3
R
P
A-

T
S

S
t
a
.

12
+
7
3
.8
9
-
Y3
3
R
P
A-

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C

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ta
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13
+
7
3
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9
-Y33-
-Y33RPA-
+
0
0
.9
3
E
N
D

C
O
N
S
T
.
DONE BY OTHERS
12
'
6
'
W
OVE
N
WI
RE
F
E
NC
E
WOVEN WIRE FENCE
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
+
0
8
.3
1
-Y33RPA- STA 14+96 RT
BEGIN PROP. SBG
I-140 38' BST
I-140 37.5' BST JOHN JAY BURNEY JR FREEWAY
JOHN JAY BURNEY JR FREEWAY
48" WW 1SBW
48" WW 1SBW
INV=38.07'
INV=38.29'
W/CONC
DI
INV=41.56'
18
"

R
C
P
INV=39.79'
48" RCP
C

A
C

A
2
2
9
.
6
6
'
EXISTING R/W
EXISTING R/W
-Y33RPA-
-Y33- Sta. 102+75.11
END CONSTRUCTION
END FENCEWOVEN WIRE FENCE
INSET
9
/
2
2
/
2
0
2
3

3
:
2
4
:
2
7

P
M
.
.
.
\
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w
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s
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:

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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
F
F
F
F
F
F
F
F
F
F
F
34
SITE 49
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 37A OF 120
PERMIT DRAWING
0'100'100'
SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMPORARY IMPACTS
RIRPAP PAD AT JURISDICTIONAL STREAM
Exist Channel
( Not to Scale)
D= Pipe Dia.
Type of Liner= CL II Rip-Rap
Ground
Natural
Geotextile
D
3:
1 3:1
DETAIL 34A
-Y33RPA- STA. 10+66 RT
-Y33RPA- STA. 5+00 RT
SEE DETAIL 34A
20 TONS
CL. II RIPRAP
RIPRAP ON BANKS ONLY
FRO
M

Y3
3
RPA
STA.
20
+
8
0

TO

STA.
2
3
+
00

LT
LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
b
1"/Ft.
FROM Y33RPA STA. 20+80 TO STA. 23+00 LT
b= 5.0 Ft.
Min. D= 1.0 Ft.
DETAIL 5L
Ground
Natural
Slope
Fill
SEE DETAIL 34A
20 TONS
CL. II RIPRAP
JURISDICTIONAL STREAM
RIPRAP AT
HW
48" RCP-IV18
"
RCP
-IV

2G
I 2G
I
7 S.Y. GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B. RIP RAP
2
4
"

R
C
P
-
I
V
2
4
"

R
C
P
-
I
V
JB w/MH
W
/EL
BO
W
S
18
" C
AAP
7

C
Y
D
D
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4
2

SY
O
F
G
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TE
X
EST. 30

TO
N
S
C
L
SEE

D
ET
AIL 5
M
LATE
RAL V
D
ITC
H
COLLAR4
8
"

R
C
P
-
I
V
RETAIN
REMOVE 8' OF 48" RCP
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
8
5
9
0
10
15
20
01
C
A
C
A
C
A
C
A
5
01
3
5
3
6
36
3
7
3
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37
3
7
38
38
38
38
3
8
38
3
8
383838
39 39
39
3
9
39
39
39
39 39
39
3
9
39
39
4040
4040404040
40 40 40 40 40
40
40
40
40
4
0
40
40
41
41
41
4141
424242
42424242
43434343
43 43 43
44444444
44 44
44
454545454545
45 45 45 45 45
45 45 45
46464646
46 46
46
46
4646
46
47474747
47
47
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47 47 47
4747
47
47 4747
47
47
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47
47
47
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48
48
48 4848
3
5
35 3
5
3535
3
5
3
5
3
63
6
36
36
3
6
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7
3
7
3
7
3
7
3
7
3
7
37 37
3
7
3
7
37 37 3737
3
8
3
8
3
8
3
8
3
8
3
8
3
8
3
8
38
38 38
38 38 38 38 38 38 383838383838
3
9
3
9
3
9
3
9
3
9
3
9
39
39
39
39 39 39 39 39 39
393939393939
3
9
39
39
40
4040404040404040404040
40 40 40 40 40 40 40 40 40 40 40 40
4
0
4
0
4
0
4
0
4
0
40
4
0
4
0
40
40
40
40 40 40 40
40
40 40
4
0
40
4
0
41
4141414141
4
1
41
414141414141
4
1
41
4141
4
1
4141
41
4
1
41
41
4
1
41
41
41
41
41
41
41
4
1
41
424242424242
42
424242424242
42
42
42
42
42
4
2
42
42
4
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4
2
42
4
2
42
42
42
4
2
42
4
2
42
42
42
4343
43434343
43
43 43
43 43 43 43
43
4
3
43
4
3
4
3
43
43
43
43
43
444444444444
44 44 44 44 44 44
44
44
44
4
4
4
4
44
4444
45
4545454545454545454545
45 45 45 45 45 45 45 45 45 45 45 45 45
4
5
45
45 45 45 45 45 45 454545
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4545
4646464646
46
46
46
46
4646464646
46
46 46 46 46 46
46
46 46
47474747
47
47
47
47
47474747
47
47 47 47
47
4747
47 47
47
4848
48
48
48
48
48
48
48
48 48484848
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
HW
36" R
CP-III
EQ. PIPE
R
E
T
AI
N
42" RCP-III 42" RCP-III42" RCP-V42" RCP-V
ELB
ELB
2
E
L
B
O
WS
15"
C
A
A
P
W/
2GI
2GI
HW
HW
RE
T
A
IN
R
E
T
A
I
N
N
A
D

8
3
/

N
S
R
S

2
0
0
7
N
A
D

8
3
/
N
S
R
S

2
0
0
7
M
A
T
C
H
L
IN
E

-
Y3
3
-

S
T
A

9
6
+
0
0
.0
0

S
E
E

IN
S
E
T
SEE SHEET 56 & 57 FOR -Y33- EXIST PROFILE
SEE SHEET 58 & 59 FOR -Y33RPA- PROFILE
MA T CH
L IN
E -Y 33R PA - S TA 21+68 .00 S EE
SH
EE
T
5
M
A
T
C
H
L
IN
E

-
Y3
3
-

S
T
A

9
6
+
0
0
.0
0

T
H
IS

S
H
E
E
T
MODIFIED TO SHOW AS EXISTING ON TIP PROJECT R-3300A
PIPES INSTALLED UNDER TIP PROJECT U-4751 HAVE BEEN
M
A
T
C
H
L
I
N
E

-
Y3
3
-

S
T
A

8
2
+
5
0
.0
0

S
E
E

S
H
E
E
T

5
INV=37.70'
INV=34.32'
US 17 / I-140 W 36'BST
US 17 / I-140 E 37'BST
48" RCP
10' DRAINAGE EASEMENT
C

A
C

A
S 80°44'09" E
459.65'
S

0
7
°
3
3
'
5
1"
W
3
3
6
.
7
1'
DIANE THI MINH CHAU TA
DB 5503 PG 1237
NORTH CAR
MB 8 PG 97
MB 8 PG 97
DB 5351 PG 2982
E
A
C
H

S
ID
E

O
F

P
R
O
P
E
R
T
Y

L
IN
E
3
0
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P
U
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L
IC

R
IG
H
T

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F

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Y

E
A
S
E
M
E
N
T
S 80°44'09" E
44.20'
EXISTING R/W
EXISTING R/W
EX
IS
T
ING
R
/W
970' R
915'
R
E
XIS
TI
NG
R/
W
E
XIS
T
ING
R
/W
EXISTING R/W
1295' R
EXISTING R/W
EXISTING R/W
1340' R
EXISTING R/W
1340' R
CORBETT INDUSTRIES INC
DB 6165 PG 2849
-
Y3
3
R
P
A-

T
S

S
t
a
.

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+
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3
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9
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-Y33RPA-
+
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E
N
D

C
O
N
S
T
.
DONE BY OTHERS
12
'
6
'
W
OVE
N
WI
RE
F
E
NC
E
WOVEN WIRE FENCE
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
+
0
8
.3
1
-Y33RPA- STA 14+96 RT
BEGIN PROP. SBG
I-140 38' BST
I-140 37.5' BST JOHN JAY BURNEY JR FREEWAY
JOHN JAY BURNEY JR FREEWAY
48" WW 1SBW
48" WW 1SBW
INV=38.07'
INV=38.29'
W/CONC
DI
INV=41.56'
18
"

R
C
P
INV=39.79'
48" RCP
C

A
C

A
2
2
9
.
6
6
'
EXISTING R/W
EXISTING R/W
-Y33RPA-
-Y33- Sta. 102+75.11
END CONSTRUCTION
END FENCEWOVEN WIRE FENCE
INSET
9
/
2
2
/
2
0
2
3

2
:
4
6
:
3
1
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A
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r
d
y
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3
4
C
.
d
g
n
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E
R
:

a
t
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
F
F
F
F
F
F
F
F
F
F
F
34
SITE 49
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 37B OF 120
PERMIT DRAWING
0'100'100'
SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMPORARY IMPACTS
RIRPAP PAD AT JURISDICTIONAL STREAM
Exist Channel
( Not to Scale)
D= Pipe Dia.
Type of Liner= CL II Rip-Rap
Ground
Natural
Geotextile
D
3:
1 3:1
DETAIL 34A
-Y33RPA- STA. 10+66 RT
-Y33RPA- STA. 5+00 RT
SEE DETAIL 34A
20 TONS
CL. II RIPRAP
RIPRAP ON BANKS ONLY
FRO
M

Y3
3
RPA
STA.
20
+
8
0

TO

STA.
2
3
+
00

LT
LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
b
1"/Ft.
FROM Y33RPA STA. 20+80 TO STA. 23+00 LT
b= 5.0 Ft.
Min. D= 1.0 Ft.
DETAIL 5L
Ground
Natural
Slope
Fill
SEE DETAIL 34A
20 TONS
CL. II RIPRAP
JURISDICTIONAL STREAM
RIPRAP AT
HW
48" RCP-IV18
"
RCP
-IV

2G
I 2G
I
7 S.Y. GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B. RIP RAP
2
4
"

R
C
P
-
I
V
2
4
"

R
C
P
-
I
V
JB w/MH
W
/EL
BO
W
S
18
" C
AAP
7

C
Y
D
D
E
4
2

SY
O
F
G
EO
TE
X
EST. 30

TO
N
S
C
L
SEE

D
ET
AIL 5
M
LATE
RAL V
D
ITC
H
COLLAR4
8
"

R
C
P
-
I
V
RETAIN
REMOVE 8' OF 48" RCP
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
10
15
04
05
07
08
04
NO CLAIM
09
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
WOODS
S
E
E

S
H
E
E
T

14
M
A
T
C
H
L
IN
E

-
Y3
4
-

S
T
A

19
+
0
0
.0
0
N
A
D

8
3
/ N
SRS
2
0
0
7
SEE SHEET 63 FOR -Y34- PROFILE
SEE SHEET 65 FOR -SR1- PROFILE
S
E
E

S
H
E
E
T

14
M
A
T
C
H
L
IN
E

-
S
R
1-

S
T
A

15
+
0
0
.0
0
2
4
" HD
P
E INV. 24.10'
INV. 24.10'
INV. 23.10'
INV. 23.46'
SR 1336 SIDBURY RD 24' BST SR 1336 SIDBURY RD 24' BST
10
'

G
R
24" CMP
42" RCP
A
Z
A
LE
A
C
OAS
T

F
AR
M

12
'

G
R
48" WD
4
8
"
C
H
L
4
8
"
W
W
48" WW
48" WD
48" WD
48" WD
6
0
"
C
H
L
48" WD
4
8
"
W
D
48" WD
48" WD
48" WD
B
2SFD
2SFD
1SFD1SBKD
18" CMP
8
'

S
OIL

&

G
R
18" CMP
15
' GR
42" RCP
42" CMP
18" CMP
18" CMP18" CMP
DI
W
W
W
CONC
CONC
12
'

C
ON
C
2
0
'
C
ON
C
W
CONC
CONC
CONC
C
O
N
C
15' GR
CONC
15
' GR
1SFDS
S
DK
CONC
6
0
"
W
D
GR
18" RCP
W
W
DONALD M. WARNICK, ET UX
LANWILLO DEVELOPMENT CO.
DEBRA R. KNOWLES RAMSON WARD LARRY D. CAPPS, ET UX
EWELL D. SCALES, III, ET UX
MARY E. PHILLIPS, LIFE ESTATE
DB 5351 PG 1904
50' UTILITY EASEMENT
MB 45 PG 357, MB 23 PG 51-52
30' DRAINAGE EASEMENT
EIP
EIP
M
B

4
7

P
G

16
7
6
0
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
WCM ENTERPRISES, LLC.
EIP
50' UTILITY EASEMENT
10
0
.
0
0
'
EXISTING R/W
EXISTING R/W
EIP
18' SLATE HW 18' SLATE HW
WOODS
SS
5
' S
OIL
GATE
WOODS
42" CMP
T
10' WD HW
12' WD HW
FES FES
40" PVC40" PVC
WOODS
48" WD
MB 45 PG 357, MB 23 PG 51-52
30' DRAINAGE EASEMENT
T T T T T
CONC
CHARLES L. BRYANT, ET UX
-Y34-
-Y34- POT Sta. 15+00.00
-SR1-
-SR1- POT Sta. 10+00.00
-SR1- PC Sta. 10+35.36
-SR1- PT Sta. 12+55.27
-Y34- POT Sta. 9+50.00
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
16' DRIVE
5' DRIVE
16' DRIVE
8:1
8:1
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
9
/
2
2
/
2
0
2
3

3
:
2
5
:
5
6

P
M
.
.
.
\
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r
a
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n
g
s
\
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3
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A
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5
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d
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:

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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HP
LP
F
F
F
F F
F
F
F
F
C
C F
F
F
C
C
35
V10=2.0 FPS
Q10=11.2 CFS
SITE 17 SITE 15
WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 16
E E IN WETLAND
DENOTES EXCAVATION
SHEET 38 OF 120
PERMIT DRAWING
DENOTES MECHANIZED CLEARING**
*
*
***
**
*
*
HAND CLEARING
EXCAVATION IN WETLAND
HAND CLEARING
EXCAVATION IN WETLAND
0'100'100'
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM Y34 STA. 12+23 TO STA. 14+50 LT
Min. D=1.0 Ft.
DETAIL 35B
Ground
Natural
Flatter4:1 or
Slope
Fill
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM Y34 STA. 15+31 TO STA. 20+02 RT
DETAIL 35A
b=5.0Ft.
B=4.0Ft.
Min. D=2.0Ft.
Ground
Natural
Slope
Fill
LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
b
1"/Ft.
FROM Y34 STA. 15+39 TO STA. 19+47 LT
b=5.0Ft.
Min. D=1.5Ft.
DETAIL 35C
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM SR1 STA. 13+37 TO STA. 14+50 LT
DETAIL 35E
b=2.0Ft.
B=2.0Ft.
Min. D=1.0Ft.
Ground
Natural
Slope
Fill
21 CY DDE
SEE DETAIL 35E
LAT 2' BASE DITCH
SEE DETAIL 35D
SP. LAT 4' BASE DITCH
SEE DETAIL 35B
SP. LAT V DITCH
INV.=24.7
24" RCP-IV
INV.=24.0
INV.=23.3
INV.=23.1
REMOVE
REMOVERETAIN
42" RCP-IV
RETAIN
RETAIN
INV=22.5
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM Y34 STA. 12+24 TO STA. 14+67 RT
DETAIL 35D
B=4.0Ft.
Min. D=1.0Ft.
Ground
Natural
Slope
Fill
18" RCP-IV
2300 CY DDE
SEE DETAIL 35A
LATERAL 4' BASE DITCH
18" RCP-IV
1200 CY DDE
SEE DETAIL 35C
LATERAL V DITCH
INV.=23.6
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
10
15
04
05
07
08
04
NO CLAIM
09
2
0
2
0
2
1
2
121
22
22
22
22
23
23
2
3
23 23
2
3
2
3
2
3
23
23
23 23
24
2424
24 24
24
24
2
4
24
24
24
2
4
24242424
24
24 24
24
24
24
24
24
24
24
2
4
24
24
24 24
24
2
4
24
24
25
2525252525252525252525252525
25
25
25
2525
25
25
2525252525
2
5
2
5
2
5
2
5
25252525
2
5
25 25 25
25
25
25
2
5
2
5
2
5
25252
5
25
25
25
25
25
2
5
25
25
2
5
2
5
25
2
5
2525
25 25
2
5
25
25
2
5
25
2
5
2
5
25
25 25
2
5
25
25
25
25
25
2
6
26262626
26
26 26
2
6
26
26
26
26
26
26
2
6
26
2
6
26
2626
26
26
2
6
2
6
26
26 2
6
26
26
2
6
26
26
26
26
26
26
26
26
26
26 26
2626
26
26
2
6
26
26
26
26
2
6
26
26
2626
2
727272727
27
27 27
27
27
27
27 27
27
27
27
27
27
27 27
27
2
7
27
27
27
2
7
27
2727
27
27
2
7
2
7
27
27
27
27
27
2
7
27
27
27
27
27
2
7
2
7
2
7
2
7
27
2
7
2
7
27 27
27
27
27
2727
2
7
28
282828
28
28
28
28
28 28
2
8
28
28
28
28 28 28
28
28
2828
28
2
8
28 28
28 28
2
8
2828
2
8
2828
28
2
8
28
28
2
8
2828
28
28
28
28
28
28
28
2
8
28
28
28
2
8
2
8
2828
28
28
28
28
28
28
2
8
2
8
28
28
2
8
28
29 29 29 29
29
2929
29
2
9
29
29
29
29
29 29
29
29
29
2929
2
9
29
29
29
29
29
2
9
29
2
9
3
0
30
30
30
30
3
0
3
0
30
30
30
30
30
30
30
3030
30
30 30 30
30
30
30
30
31
31
3
1
31
31
31
31
31
32
32 32
3
2
33
33 33
34
34 34
35
35
35 35 35
36363637
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
WOODS
S
E
E

S
H
E
E
T

14
M
A
T
C
H
L
IN
E

-
Y3
4
-

S
T
A

19
+
0
0
.0
0
N
A
D

8
3
/ N
SRS
2
0
0
7
SEE SHEET 63 FOR -Y34- PROFILE
SEE SHEET 65 FOR -SR1- PROFILE
S
E
E

S
H
E
E
T

14
M
A
T
C
H
L
IN
E

-
S
R
1-

S
T
A

15
+
0
0
.0
0
2
4
" HD
P
E INV. 24.10'
INV. 24.10'
INV. 23.10'
INV. 23.46'
SR 1336 SIDBURY RD 24' BST SR 1336 SIDBURY RD 24' BST
10
'

G
R
24" CMP
42" RCP
A
Z
A
LE
A
C
OAS
T

F
AR
M

12
'

G
R
48" WD
4
8
"
C
H
L
4
8
"
W
W
48" WW
48" WD
48" WD
48" WD
6
0
"
C
H
L
48" WD
4
8
"
W
D
48" WD
48" WD
48" WD
B
2SFD
2SFD
1SFD1SBKD
18" CMP
8
'

S
OIL

&

G
R
18" CMP
15
' GR
42" RCP
42" CMP
18" CMP
18" CMP18" CMP
DI
W
W
W
CONC
CONC
12
'

C
ON
C
2
0
'
C
ON
C
W
CONC
CONC
CONC
C
O
N
C
15' GR
CONC
15
' GR
1SFDS
S
DK
CONC
6
0
"
W
D
GR
18" RCP
W
W
DONALD M. WARNICK, ET UX
LANWILLO DEVELOPMENT CO.
DEBRA R. KNOWLES RAMSON WARD LARRY D. CAPPS, ET UX
EWELL D. SCALES, III, ET UX
MARY E. PHILLIPS, LIFE ESTATE
DB 5351 PG 1904
50' UTILITY EASEMENT
MB 45 PG 357, MB 23 PG 51-52
30' DRAINAGE EASEMENT
EIP
EIP
M
B

4
7

P
G

16
7
6
0
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T
WCM ENTERPRISES, LLC.
EIP
50' UTILITY EASEMENT
10
0
.
0
0
'
EXISTING R/W
EXISTING R/W
EIP
18' SLATE HW 18' SLATE HW
WOODS
SS
5
' S
OIL
GATE
WOODS
42" CMP
T
10' WD HW
12' WD HW
FES FES
40" PVC40" PVC
WOODS
48" WD
MB 45 PG 357, MB 23 PG 51-52
30' DRAINAGE EASEMENT
T T T T T
CONC
CHARLES L. BRYANT, ET UX
-Y34-
-Y34- POT Sta. 15+00.00
-SR1-
-SR1- POT Sta. 10+00.00
-SR1- PC Sta. 10+35.36
-SR1- PT Sta. 12+55.27
-Y34- POT Sta. 9+50.00
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
16' DRIVE
5' DRIVE
16' DRIVE
8:1
8:1
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
9
/
2
2
/
2
0
2
3

2
:
4
8
:
2
3

P
M
.
.
.
\
R
3
3
0
0
A
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C
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d
g
n
U
S
E
R
:

a
t
h
o
m
p
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o
n
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HP
LP
F
F
F
F F
F
F
F
F
C
C F
F
F
C
C
35
V10=2.0 FPS
Q10=11.2 CFS
SITE 17 SITE 15
WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 16
E E IN WETLAND
DENOTES EXCAVATION
SHEET 39 OF 120
PERMIT DRAWINGDENOTES MECHANIZED CLEARING*
*
*
*
***
**
*
*
HAND CLEARING
EXCAVATION IN WETLAND
EXCAVATION IN WETLAND
HAND CLEARING
0'100'100'
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM Y34 STA. 12+23 TO STA. 14+50 LT
Min. D=1.0 Ft.
DETAIL 35B
Ground
Natural
Flatter4:1 or
Slope
Fill
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM Y34 STA. 15+31 TO STA. 20+02 RT
DETAIL 35A
b=5.0Ft.
B=4.0Ft.
Min. D=2.0Ft.
Ground
Natural
Slope
Fill
LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
b
1"/Ft.
FROM Y34 STA. 15+39 TO STA. 19+47 LT
b=5.0Ft.
Min. D=1.5Ft.
DETAIL 35C
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM SR1 STA. 13+37 TO STA. 14+50 LT
DETAIL 35E
b=2.0Ft.
B=2.0Ft.
Min. D=1.0Ft.
Ground
Natural
Slope
Fill
21 CY DDE
SEE DETAIL 35E
LAT 2' BASE DITCH
SEE DETAIL 35D
SP. LAT 4' BASE DITCH
SEE DETAIL 35B
SP. LAT V DITCH
24" RCP-IV
REMOVE
REMOVERETAIN
42" RCP-IV
RETAIN
RETAIN
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM Y34 STA. 12+24 TO STA. 14+67 RT
DETAIL 35D
B=4.0Ft.
Min. D=1.0Ft.
Ground
Natural
Slope
Fill
18" RCP-IV
2300 CY DDE
SEE DETAIL 35A
LATERAL 4' BASE DITCH
18" RCP-IV
1200 CY DDE
SEE DETAIL 35C
LATERAL V DITCH
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
8
/
15
/
2
0
2
3
U
:
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R
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a
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C
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PROJ. REFERENCE NO.SHEET NO.0
6
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2
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30 30
20 20
20 20
30 30
10 10
20 20
30 30
10 10
20 20
30 30
10 10
20 20
30 30
10 10
30 30
20 20
X-264R-3300A
-SR1-
5 10
26.25
0.0200.020
3.72:1 4
:1
24.64
0.0200.020
4:1 3.844
:1
24.72
3:1
0.0200.020
3.
8
7
:1
23.99
0.0200.020
3:1
4
.1
:1
22.62
0.0200.020
3.759:1
3.
156:
1
25.00
0.0200.020
3.8
:13.774:1
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
13+50.00
14+00.00
14+50.00
15+00.00
15+50.00
16+00.00
SITE 15
PERMIT DRAWING
SHEET 40 OF 120
FILL IN WETLANDS
FILL IN WETLANDS
FILL IN WETLANDS
IMPACTS IN SURFACE WATER
FILL IN WETLANDS
SITE 15
8
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15
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PROJ. REFERENCE NO.SHEET NO.0
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30 30
20 20
30 30
20 20
30 30
20 20
30 30
20 20
30 30
20 20
30 30
20 20
30 30
20 20
X-222R-3300A
-Y34-
5 10
29.45
29.33
0.0150.0153.4:1
29.33
3:
1
3:1 0.0200.020
29.27
4:
1
0.0200.020
3:
1
25.10
4:1 3:1
24.65
END UNDERCUT STA. 12+75 +/-
29.11
4:
1
4:1 0.0200.020
3:
1
24.84
3:1
24.33
29.10
4:
1
4:1
0.0200.020
3:
1
24.58
3:1
24.02
29.00
4:
14:1
0.0200.020
3:
1
24.26
3:1
23.70
WETLANDS
WETLANDS
WETLANDS
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11+00.00
11+50.00
12+00.00
12+50.00
13+00.00
13+50.00
14+00.00
PERMIT DRAWING
SHEET 41 OF 120
SITE 16EXCAVATION IN WETLANDS
EXCAVATE IN WETLANDS
SITE 17
8
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30 30
20 20
30 30
20 20
30 30
20 20
30 30
40 40
20 20
30 30
40 40
20 20
X-223R-3300A
-Y34-
5 10
28.97
4:
13:1
0.0200.020
3:
1
24.00
3:1
23.38
28.95
3:
13:1
0.0200.020
28.89
3:
13:1
0.0200.020
3:
1 3:1
23.49
3:1
3:
1
23.09
28.77
3:
13:1
0.0200.020
3:
1 3:1
23.49
3:1
3:
1
22.98
28.81
3:
13:1
0.0200.020
3:
1 3:1
22.64
3:1
3:
1
22.87
WETLANDS
WETLANDS
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
14+50.00
15+00.00
15+50.00
16+00.00
16+50.00
PERMIT DRAWING
SHEET 42 OF 120
SITE 17
EXCAVATE IN WETLANDS
3
0
3
5
15
15 18
17
16
15
14
13
12
18
13
NO CLAIM
NO CLAIM
03A
39
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
M
A
T
C
H
L
IN
E

-
Y3
4
-

S
T
A

2
7
+
0
0
.0
0

S
E
E

S
H
E
E
T

14
N
A
D

83
/ N
SRS
2
0
0
7
SEE SHEET 66 FOR -SR9- PROFILE
SEE SHEET 65 FOR -SR2- PROFILE
SEE SHEET 63 FOR -Y34- PROFILE
12' DRIVE
12' DRIVE
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
8:1
8:1
INV. 23.10'
15" CMP
INV. 24.64'INV. 24.20'
15
"
H
D
P
E
I
N
V. 26.53'
I
N
V. 2
6.19'
12
"
R
C
P
INV. 25.36'INV. 25.23'
INV. 24.40'
INV. 24.84'
G
A
T
E
G
A
T
E
24" CMP
18" CMP
1
2'
G
R
DK
DK
1SFD
S
DK
GATE
SR 1336 SIDBURY RD 24' BST
24" CMP
DEER RUN DR 12' GR
1SBKD
CONC
GR
GR
12
' GR
24" RCP
2SFD
S
1SBKD
CONCCONC
S
CONC
S
OIL
8' SOIL & GR
DOE DR
CO-TRUSTEE, ET AL
RONALD R. ENGEL,
ROGER G. VAN DE BERG, ET UX
SHEILA C. JUSTICE
RICHARD O. PARROTT, ET UX
DB 5391 PG 475
20' DRAINAGE EASEMENT
DB
53
9
1 P
G
47
5
10'
DRAINAG
E
E
AS
EM
E
NT
KEVIN HUTSON, ET UX
WILLIAM W. SOUTHERLAND,
D
B
1351 PG
1212
10'
D
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AG
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A
SEM
E
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EIP
EIP
M B 25 PG 9
20' D R A INA
G E E A SEM E N T
M B 25 PG 9
10' D R A INA
G E E A SEM E N T
A CC E S S M B 25 PG 9
D E D ICA TED R IGH
T O F W AY
A CC E SS M B 25 PG 9
D E D ICA TED R IGH
T O F W AY
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
R/W
CONC
R/W
CONC
R/W
CONC
R/W
CONC
DOUGLAS H. GRANT, ET UX
WOODS
WOO
D
S
WOODS
WOODS
WOODS
C
BMBY3
FJH, LLC.
FRANCES H. HUBIS
*B
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3005
*BL300
5
1
WB
9
92
29
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SW
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8'
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Ste
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M
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6' S
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DEPARTMENT OF TRANSPORTATION
SEAGREEN LLC
-
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-

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3
7
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0
0
.0
0
-SR2- POT Sta. 10+00.00
-Y34-
-SR2-
-Y34- POT Sta. 32+00.00
-
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7
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5
-SR9- PT Sta. 14+95.75
-SR9- POT Sta. 15+51.11
-SR9-
-SR2- PC Sta. 10+11.62
PT Sta. 11+38.83
-SR2-
PC Sta. 15+14.06
-SR2-
-SR2- PT Sta. 16+37.66
-SR2- POT Sta. 17+12.29
PT Sta. 14+81.98
-SR2-
Sta. 14+30.21
-SR2- PC
BRG BK=
9
/
2
2
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2
0
2
3

3
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6
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16

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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
P
OOL
P
OOL
LP
L
P
HP
F
F
F
F
F
F
F
F F
F
F
F
C
C
C
C
F
36
SITE 18
SITE 19
WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
SITE 50
SHEET 43 OF 120
PERMIT DRAWING
T T FILL IN WETLAND
DENOTES TEMPORARY
E E IN WETLAND
DENOTES EXCAVATION
FILL IN WETLAND
HAND CLEARING
HAND CLEARING
EXCAVATION IN WETLAND
FILL IN WETLAND HAND CLEARING
0'100'100'
DITCH
EXISTING
FILL IN
LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
b
1"/Ft.
FROM Y34 STA. 26+00 TO STA. 33+14 LT
b=5.0Ft.
Min. D=1.5Ft.
DETAIL 36A
Ground
Natural
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM Y34 STA. 33+23 TO STA. 35+82 LT
Min. D=1.0 Ft.
DETAIL 36B
Ground
Natural
Flatter4:1 or
Slope
Fill
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM Y34 STA. 28+23 TO STA. 31+40 RT
DETAIL 36C
b=5.0Ft.
B=4.0Ft.
Min. D=2.0Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
FROM SR2 STA. 15+00 TO STA. 15+50 LT
DETAIL 36E
B= 4.0 Ft.
Min. D= 1.0 Ft.
Ground
Natural
Slope
Ditch
Front
SPECIAL BASE DITCH
REMOVE
REMOVE
REMOVE
INV.=25.7
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM Y34 32+25 STA. TO STA. 36+20 RT
DETAIL 36D
B=4.0Ft.
Min. D=1.5 Ft.
Ground
Natural
Slope
Fill
14 S.Y GEOTEXTILE
5 TONS
OUTLET PROTECTION
CL B RIP RAP
500 CY DDE
SEE DETAIL 36A
LATERAL V DITCH
240 CY DDE
SEE DETAIL 36C
LATERAL 4' BASE DITCH
110 CY DDE
SEE DETAIL 36D
SP. LATERAL 4' BASE DITCH
18
" EQ
. PIPE
24"
18"
24"
18"
110 CY DDE
SEE DETAIL 36D
SP. LATERAL 4' BASE DITCH
14 S.Y GEOTEXTILE
5 TONS
PROTECTION
OUTLET
CL B RIP RAP
14 S.Y GEOTEXTILE
5 TONS
PROTECTION
OUTLET
CL B RIP RAP
2
4
"
R
C
P-I
V
24"
INV.=26.7
INV.=26.3
INV.=26.2
INV.=26.9
14 S.Y GEOTEXTILE
5 TONS
PROTECTION
OUTLET
CL B RIP RAP
14 S.Y GEOTEXTILE
5 TONS
OUTLET PROTECTION
CL B RIP RAP
24" RCP-IV
SEE DETAIL 36E
SP. LATERAL 4' BASE DITCH
INV.=25.6
INV.=25.7
INV.=26.8
INV.=25.5
INV.=25.6
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
3
0
3
5
15
15 18
17
16
15
14
13
12
18
13
NO CLAIM
NO CLAIM
03A
39
22 23
2
4
24
24
25
25
25
25
25
25
25
25 25
25
25
25
252525
25 25
2
5
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25
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2
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262626 26
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6
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2
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2
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2
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27 27
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2
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27 27 27
2
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2
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28 28
2
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2 8
28
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28
2
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2
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8
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2
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2
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2
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29
2
9
29
29 29
29
30
30
30
30
30
30
3
0
3
1
32 33
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
M
A
T
C
H
L
IN
E

-
Y3
4
-

S
T
A

2
7
+
0
0
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0

S
E
E

S
H
E
E
T

14
N
A
D

83
/ N
SRS
2
0
0
7
SEE SHEET 66 FOR -SR9- PROFILE
SEE SHEET 65 FOR -SR2- PROFILE
SEE SHEET 63 FOR -Y34- PROFILE
INV. 23.10'
15" CMP
INV. 24.64'INV. 24.20'
15
"
H
D
P
E
I
N
V. 26.53'
I
N
V. 2
6.19'
12
"
R
C
P
INV. 25.36'INV. 25.23'
INV. 24.40'
INV. 24.84'
G
A
T
E
G
A
T
E
24" CMP
18" CMP
1
2'
G
R
DK
DK
1SFD
S
DK
GATE
SR 1336 SIDBURY RD 24' BST
24" CMP
DEER RUN DR 12' GR
1SBKD
CONC
GR
GR
12
' GR
24" RCP
2SFD
S
1SBKD
CONCCONC
S
CONC
S
OIL
8' SOIL & GR
DOE DR
CO-TRUSTEE, ET AL
RONALD R. ENGEL,
ROGER G. VAN DE BERG, ET UX
SHEILA C. JUSTICE
RICHARD O. PARROTT, ET UX
DB 5391 PG 475
20' DRAINAGE EASEMENT
DB
53
9
1 P
G
47
5
10'
DRAINAG
E
E
AS
EM
E
NT
KEVIN HUTSON, ET UX
WILLIAM W. SOUTHERLAND,
D
B
1351 PG
1212
10'
D
R
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IN
AG
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E
A
SEM
E
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EIP
EIP
EIP
M B 25 PG 9
20' D R A INA
G E E A SEM E N T
M B 25 PG 9
10' D R A INA
G E E A SEM E N T
A CC E S S M B 25 PG 9
D E D ICA TED R IGH
T O F W AY
A CC E SS M B 25 PG 9
D E D ICA TED R IGH
T O F W AY
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
R/W
CONC
R/W
CONC
R/W
CONC
R/W
CONC
DOUGLAS H. GRANT, ET UX
WOODS
WOO
D
S
WOODS
WOODS
WOODS
T T
C
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T
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BMBY3
FJH, LLC.
FRANCES H. HUBIS
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SW
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Ste
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M
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6' S
OIL
C
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DEPARTMENT OF TRANSPORTATION
SEAGREEN LLC
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-SR2- POT Sta. 10+00.00
-Y34-
-SR2-
-Y34- POT Sta. 32+00.00
-
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9
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-SR9- PT Sta. 14+95.75
-SR9- POT Sta. 15+51.11
-SR9-
-SR2- PC Sta. 10+11.62
PT Sta. 11+38.83
-SR2-
PC Sta. 15+14.06
-SR2-
-SR2- PT Sta. 16+37.66
-SR2- POT Sta. 17+12.29
PT Sta. 14+81.98
-SR2-
Sta. 14+30.21
-SR2- PC
BRG BK=
12' DRIVE
12' DRIVEGREU TL-3
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
GREU TL-3
8:1
8:1
9
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2
5
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2
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2
3

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7
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
P
OOL
P
OOL
F
F
F
F
F
F
F
F F
F
F
F
C
C
C
C
F
36
SITE 18
SITE 19
WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
SITE 50
E E IN WETLAND
DENOTES EXCAVATION
SHEET 44 OF 120
PERMIT DRAWING
T T FILL IN WETLAND
DENOTES TEMPORARY
HAND CLEARING
HAND CLEARING
HAND CLEARING
EXCAVATION IN WETLAND
FILL IN WETLAND
FILL IN WETLAND
0'100'100'
DITCH
EXISTING
FILL IN
LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
b
1"/Ft.
FROM Y34 STA. 26+00 TO STA. 33+14 LT
b=5.0Ft.
Min. D=1.5Ft.
DETAIL 36A
Ground
Natural
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM Y34 STA. 33+23 TO STA. 35+82 LT
Min. D=1.0 Ft.
DETAIL 36B
Ground
Natural
Flatter4:1 or
Slope
Fill
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM Y34 STA. 28+23 TO STA. 31+40 RT
DETAIL 36C
b=5.0Ft.
B=4.0Ft.
Min. D=2.0Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
FROM SR2 STA. 15+00 TO STA. 15+50 LT
DETAIL 36E
B= 4.0 Ft.
Min. D= 1.0 Ft.
Ground
Natural
Slope
Ditch
Front
SPECIAL BASE DITCH
REMOVE
REMOVE
REMOVE
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM Y34 32+25 STA. TO STA. 36+20 RT
DETAIL 36D
B=4.0Ft.
Min. D=1.5 Ft.
Ground
Natural
Slope
Fill
14 S.Y GEOTEXTILE
5 TONS
OUTLET PROTECTION
CL B RIP RAP
500 CY DDE
SEE DETAIL 36A
LATERAL V DITCH
240 CY DDE
SEE DETAIL 36C
LATERAL 4' BASE DITCH
110 CY DDE
SEE DETAIL 36D
SP. LATERAL 4' BASE DITCH
18
" EQ
. PIPE
24"
18"
24"
18"
110 CY DDE
SEE DETAIL 36D
SP. LATERAL 4' BASE DITCH
14 S.Y GEOTEXTILE
5 TONS
PROTECTION
OUTLET
CL B RIP RAP
14 S.Y GEOTEXTILE
5 TONS
PROTECTION
OUTLET
CL B RIP RAP
2
4
"
R
C
P-I
V
24"
14 S.Y GEOTEXTILE
5 TONS
PROTECTION
OUTLET
CL B RIP RAP
14 S.Y GEOTEXTILE
5 TONS
OUTLET PROTECTION
CL B RIP RAP
24" RCP-IV
SEE DETAIL 36E
SP. LATERAL 4' BASE DITCH
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
8
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13+50.00
14+00.00
14+50.00
15+00.00
15+50.00
16+00.00
16+50.00
17+00.00
X-268R-3300A
-SR2-
5 10
28.65
3:
13:1 0.0200.020
28.38
3:
1
3:1 0.0200.020
24.59
3:
13:1 0.0200.020
29.48
0.0200.0203:1 3:
1
29.48
0.0203:1 0.020
3:
1
29.50
29.65
30.03
30 30
20 20
30 30
20 20
20 20
30 30
10 10
30 30
20 20
30 30
20 20
20 20
20 20
30 30
20 20
SITE 13FILL IN WETLANDS
SITE 13FILL IN WETLANDS
PERMIT DRAWING
SHEET 45 OF 120
8
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20 20
30 30
40 40
20 20
30 30
40 40
20 20
30 30
40 40
20 20
30 30
40 40
20 20
30 30
20 20
R3300A
-SR9-
5 10
X-273
3:
13:1
0.0200.020
27.41
3:
13:1
0.0200.020
27.07
3:
13:1
0.0200.020
25.92
3:
1
3:1
0.0200.020
28.09
3:
13:1
0.0110.011
28.53
28.87
WETLANDSWETLANDS
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
13+00.0000
13+50.0000
14+00.0000
14+50.0000
15+00.0000
15+50.0000
FILL IN WETLAND
SITE 18
PERMIT DRAWING
SHEET 46 OF 120
8
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20 20
30 30
20 20
30 30
20 20
30 30
20 20
30 30
20 20
30 30
20 20
30 30
20 20
X-233R-3300A
-Y34-
5 10
28.68
3:1
0.0200.020
3:13:
1
25.87
3:1
25.35
4
:1
28.62
4:1 0.0200.020
3:
1
25.15
3:1
25.18
4
:1
28.63
0.0200.020
3:
1
25.15
4:1 3:1
25.02
4
:1
28.56
0.0200.020
3:
1
25.15
4:1 3:1
24.85
4
:1
28.48
0.0200.020
3:
1
25.15
4:1
3:1
24.69
4
:1
28.39
0.0200.020
3:
1
25.15
4:1 3:1
24.53
4
:1
28.29
0.0200.020
3:1
24.37
4
:1
WETLANDS
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
33+00.00
33+50.00
34+00.00
34+50.00
35+00.00
35+50.00
36+00.00
SITE 19EXCAVATION IN WETLAND PERMIT DRAWING
SHEET 47 OF 120
M
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A
D

83
/ N
SRS
2
0
0
7
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
FOR -Y34DET- PROFILE SEE SHEETS 2B-3
DRIVEWAY RADII ARE 15' UNLESS NOTED OTHERWISE
NO CLAIM
NO CLAIM
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
48" CMP
2
4
" HD
P
E INV. 24.10'
INV. 24.10'
INV. 23.10'
INV. 23.46'
SR 1336 SIDBURY RD 24' BST
24" CMP
42" RCP
48" WD
48" WD
6
0
"
C
H
L
48" WD
4
8
"
WD
48" WD
48" WD
48" WD
B
2SFD
42" RCP
42" CMP
W
CONC
C
O
N
C
1SFDS
CONC
SR 1336 SIDBURY RD 24' BST
W
W
EWELL D. SCALES, III, ET UX
EIP
M
B

4
7

P
G

16
7
6
0
'

A
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C
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S
S

E
A
S
E
ME
N
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EIP
50' UTILITY EASEMENT
10
0
.
0
0
'
EXISTING R/W
EXISTING R/W
EIP
SS
GATE
42" CMP
T
FES
40" PVC40" PVC
WOODS
48" WD
MB 45 PG 357, MB 23 PG 51-52
30' DRAINAGE EASEMENT
T T T
T T
CONC
CHARLES L. BRYANT, ET UX
CATHERINE C. FULLERTON
MARY E. PHILLIPS, LIFE ESTATE
P
L
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8.2
3
3
5
6
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P
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3
)
5
0'
P
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E
R
N
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D
O
T
H
W
2
0
-Y34- STA. 24+28.73
-L1- STA. 354+03.68
BEGIN CONSTRUCTION
1
5
2
0
-Y34- POT Sta. 10+00.00
-Y34DET- PC Sta. 10+00.00
-Y34DET- PT Sta. 17+71.26
-Y34DET- PRC Sta. 13+85.63
09
07
08
04
09
F
F
F
F
C
F
F
F
F
F
F
F
F
F
10 15
INV. 23.04'
INV. 23.10'
15
"
C
M
P
IN
V
.

2
4
.
6
4
'
INV. 24.20'
15"
H
D
P
E
IN
V. 2
6.19'
12
"
R
C
P
INV. 25.36'INV. 25.23'
INV. 24.40'
INV. 24.84'
BL41
B
L
4
2
BY3
4
8" 3SB
W
G
AT
E
GATE
S
24" CMP
DK
DK
1SFD
4
8
"
WW
GATE
48" WW
SR 1336 SIDBURY RD 24' BST
24" CMP
F
E
N
C
E
S
CO-TRUSTEE, ET AL
RONALD R. ENGEL,
ROGER G. VAN DE BERG, ET UX SHEILA C. JUSTICE
DB 5391 PG 475
20' DRAINAGE EASEMENT
DB
53
9
1 P
G
47
10'
DRAI
NAG
E
E
AS
EM
E
N
EXISTING R\W EIP
EIP
M B 25 PG 9
20' D R A INA G E E A S EM E N T
M
B 25 PG 9
10' D R A INA G E E A S EM EN T
A CC E SS M B 25 PG 9
D E D ICA TED R IGH T O F W AY
50' UTILITY EASEMENT
10
0
.
0
0
'
EXISTING R/W
EXISTING R/WEXISTING R/W
E
XIS
TI
N
G
R/
W
E
XIS
TI
N
G
R/
W
60.00'
S 42°45'20" W
95.75'R/W
CONC
N 26°01'37" E
153.92'
N
0
3
°2
1'2
3
" W
9
2
.6
5
'
N
0
3
°2
1
'2
3
" W
4
9
.5
7
'
N 50°5
1'5
3"
W
113.62'
N
2
6
°
4
6
'
3
8
"
W
6
4
8
.
9
5
'
R/W
CONC
R/W
CONC
WOODS
WOODS
WOO
D
S
WOODS
WOODS
WOODS
24" CMP
T
T T
C
T
SIZE AND MATERIAL TYPE UNKNOWN
F
J
H,
LL
C
.
FJH, LLC.
FRANCES H. HUBIS
10
0
.
0
0
'
R/W
CONC RICHARD O. PARROTT, ET UX
20' B
S
T
S
R 2259
F
A
R
M
R
O
A
D
ET UX
KEVIN HUTSON,
2
5
3
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3
5
2
5
3
0
3
5
F F
17
16
15
14
13
12
18
09
F
F
F
F
F
C
C
F
F
F
F
F
FF
F
F
R
EV
IS
IO
N
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INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
2B-2R-3300A
R/W SHEET NO.8
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0'100'100'
SHEET 47A OF 120
PERMIT DRAWING
SITE 17
SITE 15
SITE 16
SITE 14
SITE 18
SITE 19
V10=2.0 FPS
Q10=11.2 CFS
DITCH
TIE TO EXISTING
( Not to Scale)
TEMP. SPECIAL LATERAL 'V' DITCH
3:
1
FROM Y34DET STA. 34+72 TO STA. 37+55 LT
FROM Y34DET STA. 12+50 TO STA. 13+50 LT
Min. D=1.0Ft.
DETAIL 2B-2B
Ground
Natural
Flatter4:1 or
Slope
Fill
SEE DETAIL 2B-2B
TEMP SP. LAT V DITCH
SEE DETAIL 2B-2A
TEMP SP. LAT V DITCH
REMOVE
21 CY DDE
SEE DETAIL 35E
LAT 2' BASE DITCH
DITCH
TIE TO EXISTING
SEE DETAIL 2B-2B
V DITCH
TEMP. SP. LATERAL
RETAIN
B
U
RI
E
D
1'
7
2
"
R
C
P-I
V
T
E
M
P
1
8
"
TEMP 18"
3:
1 D
( Not to Scale)
FLATTER 4:1 OR
TEMP. SPECIAL LATERAL BASE DITCH
FROM Y34DET STA. 10+00 TO STA. 11+40 LT
DETAIL 2B-2A
B=3.0Ft.
Min. D=1.5Ft.
Ground
Natural
Slope
Fill
RETAIN
HW
SEE DETAIL 14G
40 TONS
CL II RIPRAP
STREAM
JURISIDICTIONAL
RIPRAP AT
D
B
18"
T
E
M
P 1
8
"
T
E
M
P 1
8"
TE
M P 18"
RETAIN
RETAIN
RETAIN
18
" EQ
. PIPE
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
-Y34DET-
WAYNE
S

BR
AN
CH
WOODS
WOODS
WAY
N
E
S
B
R
AN
CH
R.B. HUNT, ET UX
R.B. HUNT, ET UX
WOODS
WOODS
WOODSWOODS
WOODS
HANPEN LAND COMPANY, LLC.
COMPANY, LLC.
HANPEN LAND
3
7
5
3
8
0
3
8
5
21
21
22
22
2
9
-
S
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P
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2
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B
0
8
2
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2
3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
WIRE FENCE
WOVEN
WOVEN WIRE FENCE
WOVEN WIRE FENCE WOVEN WIRE FENCE
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
-L1- STA 382+85 LTMED
END PROP. SBG
-L1- STA 382+66 RT
END PROP. SBG
-L1- STA 382+14 LTMED
BEGIN PROP. SBG
-L1- STA 385+45 RT
PROP. BEGIN SBG
-L1- STA 385+75 LT
BEGIN PROP. SBG
-L1- STA 385+65 LTMED
BEGIN PROP. SBG
-L1- STA 380+26 RT
BEGIN PROP. SBG
F
F
2GI
2GI2GI
W/2 ELBOWS
2GI
2GI
2GI
2GI
SEE DETAIL 16A
SPECIAL LATERAL 4' BASE DITCH
SEE DETAIL 16B
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM -L- STA. 377+15 TO STA. 379+00 RT.
Min. D=1 Ft.
DETAIL 16B
Ground
Natural
Flatter4:1 or
Slope
Fill
TB 2GI
TB 2GI
18
"
18
"
SEE DETAIL 16E
LATERAL 4' BASE DITCH
SEE DETAIL 16D
STD 4' BASE DITCH
150 SY GEOTEXTILE
170 TONS
3:
1
d
D
( Not to Scale)
B
CHANNEL CHANGE
FROM STA. 384+98 TO STA. 385+58 LT, S=0.63%, DDE=129 CY
Ground
Natural
L=70Ft.
B=4Ft.
Max. d=1Ft.
Min. D=1Ft.
Type of Liner= CL I Rip-Rap
DETAIL 16F
Ground
Natural
Exist. Channel
Fill Slope
Proposed
GEOTEXTILE
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 380+50 TO STA. 382+95 LT.
DETAIL 16E
b=5 Ft.
B=4 Ft.
Min. D=1.3 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 16C
LATERAL 4' BASE DITCH
26 SY GEOTEXTILE
13 TONS CL I
10'X15' RIP RAP PAD
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 367+00 TO STA. 373+33 RT.
DETAIL 16A
B=4 Ft.
Min. D=1.2 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 16G
FS
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1 STA. 385+63 MED.
L1 STA. 377+99 MED.
DETAIL 16G
C Proposed Ditch
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 377+75 TO STA. 380+50 LT.
DETAIL 16C
b=5 Ft.
B=4 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
2GI
TB
FS, SEE DETAIL 16G
W/2 ELBOWS
ELB
ELB
ELB
ELB
M
A
T
C
H
L
I
N
E

-
L
1-

S
T
A

3
7
3
+
0
0
.
0
0

S
E
E

S
H
E
E
T

15
MA
T
C
H
LIN
E

-
L1-

S
T
A

3
8
6
+
0
0
.0
0

S
E
E

S
H
E
E
T

17
16
SEE SHEET 46 & 47 FOR -L1- PROFILE
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
GRAPHIC SCALE
0'50'100'150'50'
N
:
\
N
C

H
yd
r
o
\
M
17
0
0
6
_
R-
3
3
0
0
A
H
a
m
p
s
te
a
d

Byp
a
s
s
\
H
yd
r
a
u
li
c
s
\
P
ERM
ITS
_
En
v
ir
o
n
m
e
n
ta
l\
D
r
a
w
in
g
s
\
R3
3
0
0
A
_
h
y
d
_
p
s
h
_
1
6
.
d
g
n
h
t
u
r
n
e
r
9
/2
9
/2
0
2
3
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S
S
V10=2.0fps
Q10=23cfs
WATER IMPACT
TEMP SURFACE
IN WETLAND
EXCAVATION
SITE 21
IN WETLAND
EXCAVATION
TS
IMPACT
WATER
SURFACE
NAD 83/ NSRS 2007
IMPACT
SURFACE WATER
SHEET 48 OF 120
PERMIT DRAWING
SEE PERMIT DRAWING SHEET 52
FOR ENLARGEMENT
HC HC HAND CLEARING (NON-GRUBBING)
F
F
F
C
F
C
F
F
F
C
F
F
C
F
F
F
F
JS MIT
JS MIT
JS MIT J
S
M
I
T
JS MIT
JS MIT
JS MIT
J
S
M
I
T
JS MIT
J
S
MI
T
JS MIT
JS MIT
J
S

M
IT
J
S

M
I
T
JS MIT
2GI 2GI
18
"

RC
P
-
I
V
RCP-IV
18"
14 SY GEOTEXTILE
5 TONS
OUTLET PROTECTION
RIP RAP CL B
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B
24" RCP-IV
24" RCP-IV
1
8
"

RC
P
-
I
V

18" RCP-IV
18" RCP-IV
RC
P
-
IV
18
"
RCP-IV
18"
18
"

RC
P
-
IV
18
"

RC
P-
I
V
SEE DETAIL 16F
CHANNEL CHANGE
36 SY GEOTEXTILE
11 TONS CL II RIP RAP
FILL IN JS TB-TB
B
3:13:
1 D
( Not to Scale)
STANDARD BASE DITCH
FROM -L- STA. 382+95 TO STA. 383+86 LT.
DETAIL 16D
B=4 Ft.
Min. D=1.5 Ft.
Ground
Natural
Ground
Natural
14 SY GEOTEXTILE
6 TONS CL B
10'X10' RIP RAP PAD
WORK BRIDGE
TEMPORARY

3
0
'
3
0
'
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B
3
0
.0
0
'
WAYNE
S

BR
AN
CH
WOODS
WOODS
WAY
N
E
S
B
R
AN
CH
R.B. HUNT, ET UX
R.B. HUNT, ET UX
WOODS
WOODS
WOODSWOODS
WOODS
HANPEN LAND COMPANY, LLC.
COMPANY, LLC.
HANPEN LAND
MA
0223
7
5
3
8
0
3
8
5
21
21
22
22
SHEET 49 OF 120
PERMIT DRAWING
2
9
-
S
E
P
-
2
0
2
3

13
:
0
9
p
s
t
e
a
d

B
y
p
a
s
s
\
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
\
R
3
3
0
0
A
_
h
y
d
_
p
s
h
_
1
6
_
c
o
n
.
d
g
n
h
t
u
r
n
e
r

A
T

H
E
R
B
0
8
2
0
2
3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
WIRE FENCE
WOVEN
WOVEN WIRE FENCE
WOVEN WIRE FENCE WOVEN WIRE FENCE
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
-L1- STA 382+85 LTMED
END PROP. SBG
-L1- STA 382+66 RT
END PROP. SBG
-L1- STA 382+14 LTMED
BEGIN PROP. SBG
-L1- STA 385+45 RT
PROP. BEGIN SBG
-L1- STA 385+75 LT
BEGIN PROP. SBG
-L1- STA 385+65 LTMED
BEGIN PROP. SBG
-L1- STA 380+26 RT
BEGIN PROP. SBG
3
3
3
3
3
4
4
4
4
4
4
4
4
4
4
4
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5 5
5
55
5
5
5
5
5
5
5
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
7
7
7
7
7
77
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
8
8
8
8
8
8
8
8
8
8
9
9
9
9
9
9
9
9
9
9
9
9
9
10
10
10
10
10
1
0
10
10
10
1010
10
10
10
10
10
10
10
1
0
10
11
11
11
1
1
11
11
11
11
11
1
1
12
12
12
12
12
1
2
12
12
12
12
12
13
13
13
13
13
13
13
13
13
13
13
13
14
14
14
14
14
14
1414
14
14
14
1
4
1
5
15
15
15
15
15
15
15
15
15
1
5
15
1
5
15
15
15
15
1515
1
5
15
1
5
15
16
16
16
16
16
16
1
6
16
16
16
16
1
6
17
1717
17
17
17
17
1717
17
17
1
7
18
18
18
18
18
18
18
18
18
1 8
18
1
8
18
1
8
19
19
1
9
19
19
19
19
19
1
9
1
919
19
19
19
20
20
20
20
2
0
20
2
0
20
20
2
0
20
20
20
20
20
20
20
20
20
20
20
20
20
20
2
0
20
21
21
21
2
1
21
21
21
21
2
1
21
21
22
22
22
22
2
2
22
22
23
2
3
2
3
2
3
24
24
F
F
2GI
2GI2GI
W/2 ELBOWS
2GI
2GI
2GI
2GI
SEE DETAIL 16A
SPECIAL LATERAL 4' BASE DITCH
SEE DETAIL 16B
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM -L- STA. 377+15 TO STA. 379+00 RT.
Min. D=1 Ft.
DETAIL 16B
Ground
Natural
Flatter4:1 or
Slope
Fill
TB 2GI
TB 2GI
18
"
18
"
SEE DETAIL 16E
LATERAL 4' BASE DITCH
SEE DETAIL 16D
STD 4' BASE DITCH
150 SY GEOTEXTILE
170 TONS
3:
1
d
D
( Not to Scale)
B
CHANNEL CHANGE
FROM STA. 384+98 TO STA. 385+58 LT, S=0.63%, DDE=129 CY
Ground
Natural
L=70Ft.
B=4Ft.
Max. d=1Ft.
Min. D=1Ft.
Type of Liner= CL I Rip-Rap
DETAIL 16F
Ground
Natural
Exist. Channel
Fill Slope
Proposed
GEOTEXTILE
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 380+50 TO STA. 382+95 LT.
DETAIL 16E
b=5 Ft.
B=4 Ft.
Min. D=1.3 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 16C
LATERAL 4' BASE DITCH
26 SY GEOTEXTILE
13 TONS CL I
10'X15' RIP RAP PAD
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 367+00 TO STA. 373+33 RT.
DETAIL 16A
B=4 Ft.
Min. D=1.2 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 16G
FS
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1 STA. 385+63 MED.
L1 STA. 377+99 MED.
DETAIL 16G
C Proposed Ditch
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 377+75 TO STA. 380+50 LT.
DETAIL 16C
b=5 Ft.
B=4 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
2GI
TB
FS, SEE DETAIL 16G
W/2 ELBOWS
ELB
ELB
ELB
ELB
M
A
T
C
H
L
I
N
E

-
L
1-

S
T
A

3
7
3
+
0
0
.
0
0

S
E
E

S
H
E
E
T

15
MA
T
C
H
LIN
E

-
L1-

S
T
A

3
8
6
+
0
0
.0
0

S
E
E

S
H
E
E
T

17
16
SEE SHEET 46 & 47 FOR -L1- PROFILE
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
GRAPHIC SCALE
0'50'100'150'50'
N
:
\
N
C

H
yd
r
o
\
M
17
0
0
6
_
R-
3
3
0
0
A
H
a
m
p
s
te
a
d

Byp
a
s
s
\
H
yd
r
a
u
li
c
s
\
P
ERM
ITS
_
En
v
ir
o
n
m
e
n
ta
l\
D
r
a
w
in
g
s
\
R3
3
0
0
A
_
h
y
d
_
p
s
h
_
1
6
_
c
o
n
.
d
g
n
h
t
u
r
n
e
r
9
/2
9
/2
0
2
3
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S
S
V10=2.0fps
Q10=23cfs
WATER IMPACT
TEMP SURFACE
IN WETLAND
EXCAVATION
SITE 21
IN WETLAND
EXCAVATION
TS
IMPACT
WATER
SURFACE
NAD 83/ NSRS 2007
IMPACT
SURFACE WATER
SEE PERMIT DRAWING SHEET 52
FOR ENLARGEMENT
HC HC HAND CLEARING (NON-GRUBBING)
F
F
F
C
F
C
F
F
F
C
F
F
C
F
F
F
F
JS MIT
JS MIT
JS MIT J
S
M
I
T
JS MIT
JS MIT
JS MIT
J
S
M
I
T
JS MIT
J
S
MI
T
JS MIT
JS MIT
J
S

M
IT
J
S

M
I
T
JS MIT
2GI 2GI
18
"

RC
P
-
I
V
RCP-IV
18"
14 SY GEOTEXTILE
5 TONS
OUTLET PROTECTION
RIP RAP CL B
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B
24" RCP-IV
24" RCP-IV
1
8
"

RC
P
-
I
V

18" RCP-IV
18" RCP-IV
RC
P
-
IV
18
"
RCP-IV
18"
18
"

RC
P
-
IV
18
"

RC
P-
I
V
SEE DETAIL 16F
CHANNEL CHANGE
36 SY GEOTEXTILE
11 TONS CL II RIP RAP
FILL IN JS TB-TB
B
3:13:
1 D
( Not to Scale)
STANDARD BASE DITCH
FROM -L- STA. 382+95 TO STA. 383+86 LT.
DETAIL 16D
B=4 Ft.
Min. D=1.5 Ft.
Ground
Natural
Ground
Natural
14 SY GEOTEXTILE
6 TONS CL B
10'X10' RIP RAP PAD
WORK BRIDGE
TEMPORARY

3
0
'
3
0
'
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B
3
0
.0
0
'
12
"
CM
P
2
4
"
C
M
P
2
4
"
C
M
P
20' S
OIL
10' S
OIL
S
OI
L
P
E
NDE
R
C
OU
NT
Y
NE
W HA
N
O
VE
R
C
OU
N
T
Y
CM
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
10' S
OIL
HANPEN LAND COMPANY, LLC.
HANPEN LAND COMPANY, LLC.
HANPEN LAND COMPANY, LLC.
3
9
0
3
9
5
22
22
22
2
9
-
S
E
P
-
2
0
2
3

13
:
0
9
a
m
p
s
t
e
a
d

B
y
p
a
s
s
\
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
\
R
3
3
0
0
A
_
h
y
d
_
p
s
h
_
1
7
.
d
g
n
h
t
u
r
n
e
r

A
T

H
E
R
B
0
8
2
0
2
3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
TS
2GI
2GI
2GI
2GI
2GI
2GI
FROM -L- STA. 386+20 TO STA. 387+10 RT.
FROM -L- STA. 388+04 TO STA. 389+10 RT.
FROM -L- STA. 395+55 TO STA. 395+95 LT.
Fill Slope3:1 or Flatter
b=3 Ft.
d=1 Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL 17D
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
5
4
"
R
C
P-I
V
B
U
RI
E
D
1.
0'
SEE DETAIL 17E
LATERAL 2' BASE DITCH
SEE DETAIL 17B
SPECIAL LATERAL 3' BASE DITCH
SEE DETAIL 17F
LATERAL 3' BASE DITCH
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 389+10 TO STA. 392+00 RT.
DETAIL 17F
b=5 Ft.
B=3 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
54" RCP-IV
SEE DETAIL 17C
SPECIAL LATERAL 2' BASE DITCH
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 396+50 TO STA. 396+95 LT.
DETAIL 17C
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 392+00 TO STA. 393+23 RT.
DETAIL 17B
B=3 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 17E
LATERAL 2' BASE DITCH
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 395+95 TO STA. 396+50 LT.
FROM -L- STA. 395+50 TO STA. 397+00 RT.
FROM -L- STA. 388+30 TO STA. 390+36 LT.
DETAIL 17E
b=5 Ft.
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 394+50 TO STA. 395+50 RT
DETAIL 17A
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 17A
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 17D
TOE PROTECTION
d
3:
1
B
D
( Not to Scale)
3:1
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 386+35 TO STA. 387+23 LT.
Slope
Fill
DETAIL 17G
B=4 Ft.
Max. d=1 Ft.
Min. D=1.5 Ft.
Type of Liner= CL B Rip-Rap
Ground
Natural
Geotextile
SEE DETAIL 17H
FS SEE DETAIL 17H
FS
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1 STA. 397+19 MED.
L1 STA. 389+76 MED.
DETAIL 17H
C Proposed Ditch
SEE DETAIL 17G
LATERAL 4' BASE DITCH
M
AT
C
H
L
IN
E

-
L1-

S
T
A

3
8
6
+
0
0
.0
0

S
E
E

S
H
E
E
T

16
M
A
T
C
H
L
I
N
E

-
L
1-

S
T
A

3
9
9
+
0
0
.
0
0

S
E
E

S
H
E
E
T

18
17
SEE SHEET 47 FOR -L1- PROFILE
NAD 83/ NSRS 2007
GRAPHIC SCALE
0'50'100'150'50'
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
N
:
\
N
C

H
yd
r
o
\
M
17
0
0
6
_
R-
3
3
0
0
A

H
a
m
p
s
te
a
d

By
p
a
s
s
\
H
y
d
r
a
u
li
c
s
\
P
E
RM
ITS
_
En
v
ir
o
n
m
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n
ta
l\
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a
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in
g
s
\
R3
3
0
0
A
_
h
y
d
_
p
s
h
_
1
7
.
d
g
n
h
tu
r
n
e
r
9
/2
9
/2
0
2
3
V10=1.0fps
Q10=19cfs
EXCAVATION IN WETLAND
EXCAVATION IN WETLAND
V10=1.3fps
Q10=2.8cfs
V10=0.7fps
Q10=3.7cfs
V10=0.8fps
Q10=10cfs
SITE 22
F
F
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 21
SHEET 50 OF 120
PERMIT DRAWING
IN WETLAND
EXCAVATION
Q10=3.1cfs, V10=0.6fps
V10=0.7fps
Q10=4.4cfs
EACH PIPE/PAD:
SEE PERMIT DRAWING SHEET 52
FOR ENLARGEMENT
C C
F
F
F
F
C
C
F
F
C
C
F
F
C
F
F
C
J
S
MI
T
J
S
MI
T
J
S
M
I
T
J
S

M
IT
HW
RCP-IV
18"
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B
62 SY GEOTEXTILE
33 TONS
OUTLET PROTECTION
RIP RAP CL I
SEE DETAIL 17D
TOE PROTECTION
SEE DETAIL 17D
TOE PROTECTION
10 SY GEOTEXTILE3 TONS
OUTLET PROTECTIONRIP RAP CL B
SEE DETAIL 17E
LATERAL 2' BASE DITCH
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
18
"

RC
P
-
I
V
18
"

RC
P
-
I
V
18
"

RC
P-
I
V
18
"

RC
P
-
I
V
1
8
"

R
C
P
-
I
V

HW
36 SY GEOTEXTILE
11 TONS CL II RIP RAP
FILL IN JS TB-TB
13 SY GEOTEXTILE
5 TONS CL B RIPRAP
9'X10' RIPRAP PAD
28 SY GEOTEXTILE
10 TONS CL B RIPRAP
20'X8' RIPRAP PAD
14 SY GEOTEXTILE
5 TONS CL B RIPRAP
10'X8' RIPRAP PAD
1
8
"
R
C
P
-
I
V
21 SY GEOTEXTILE
7 TONS CL B RIPRAP
15'X8' RIPRAP PAD
1
8
"

R
C
P
-
I
V
14 SY GEOTEXTILE
5 TONS CL B RIPRAP
10'X8' RIPRAP PAD
12
"
CM
P
2
4
"
C
M
P
2
4
"
C
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20' S
OIL
10' S
OIL
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CM
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
10' S
OIL
HANPEN LAND COMPANY, LLC.
HANPEN LAND COMPANY, LLC.
HANPEN LAND COMPANY, LLC.
3
9
0
3
9
5
22
22
22
SHEET 51 OF 120
PERMIT DRAWING
2
9
-
S
E
P
-
2
0
2
3

13
:
0
9
p
s
t
e
a
d

B
y
p
a
s
s
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d
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a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
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r
o
n
m
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t
a
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\
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a
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i
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s
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3
3
0
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A
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_
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1
7
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c
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u
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r

A
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H
E
R
B
0
8
2
0
2
3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
7
7
8
8
8
8
8
9
9
9
9
9
9 10
10
10
10
1
0
10
10
1
0
10
10
10
10
10
10
10
10
10
1
0
1
0
10 11
11
11
1
1
11
11
1
1
11
11
12
12
1
2
1
2
12
12
1
2
1
2
1
3
13
13
13
13
13
13
13
1
4
1
4
1
4
14
14
14
14
14
14
14
1
4
14
1
4
1
5
1
5
1
5
1
5
1
5
15
15
15
15
1
5
15
15
15
1
5
15
15
15
15
15
1
5
15
15
15
15
1
6
1616
1
6
16
16
16
16
16
16
16
16
16
16
16
17
1
7
17
17
17
17
17
17
17
17
1
7
17
1
7
18
1
8
18
18
18
18
1
8
18
18
18
1818
18
18
18
18
18
18
18
18
1
9
19
19
19
1
9
19
19
19
1
9
19
1
9
1
9
19
19
1
9
1
9
19
19
1
9
19
20
2
0
20
20
2
0
20
2
0
20
2
0
20
20
20
20
2
0
20
20
20
20
2
0
20
20
2
0
20
2
0
20
20
2
0
2
0
2
0
20
20
20
20
2
0
20
2
1
2
1
2
1
2
1
2
1
21
21
21
21
21
2
1
21
2
1
2
1
21
2
1
21
2
1
22
22
22
2
2
22
2
2
2
2
2222
22
22
22
22
22
2
2
22
22
2
2
22
22
22
2
2
22
2
2
23
23
23
2
3
2
3
23
23
23
23
23
2
3
23
2
3
2
3
2
3
23
2
3
2
3
23
2
3
23
2
3
2
3
23
24
24
2
4
2
4
24
24
24
242
4
24
2
4
24
24
2
4
2
4
24
24
24
24
24
24
2
4
24
24
25
25
2
5
2
5
25
25
25
25
25
25
2
5
25
2
5
25
25
2
5
25
2
5
2
5
2
5
25
2
5
2
5
25
2
5
2
5
25
25
2
5
25
2
6
2
6
26
26
26
26
26
26
26
26
26
27
27
2
7
27
27
27
2
7
2
7
2
7
2
8
28
2
8
28
28
28
2
8
2
8
29
2
9
29
29
3
0
TS
2GI
2GI
2GI
2GI
2GI
2GI
FROM -L- STA. 386+20 TO STA. 387+10 RT.
FROM -L- STA. 388+04 TO STA. 389+10 RT.
FROM -L- STA. 395+55 TO STA. 395+95 LT.
Fill Slope3:1 or Flatter
b=3 Ft.
d=1 Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL 17D
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
5
4
"
R
C
P-I
V
B
U
RI
E
D
1.
0'
SEE DETAIL 17E
LATERAL 2' BASE DITCH
SEE DETAIL 17B
SPECIAL LATERAL 3' BASE DITCH
SEE DETAIL 17F
LATERAL 3' BASE DITCH
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 389+10 TO STA. 392+00 RT.
DETAIL 17F
b=5 Ft.
B=3 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
54" RCP-IV
SEE DETAIL 17C
SPECIAL LATERAL 2' BASE DITCH
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 396+50 TO STA. 396+95 LT.
DETAIL 17C
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 392+00 TO STA. 393+23 RT.
DETAIL 17B
B=3 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 17E
LATERAL 2' BASE DITCH
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 395+95 TO STA. 396+50 LT.
FROM -L- STA. 395+50 TO STA. 397+00 RT.
FROM -L- STA. 388+30 TO STA. 390+36 LT.
DETAIL 17E
b=5 Ft.
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 394+50 TO STA. 395+50 RT
DETAIL 17A
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 17A
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 17D
TOE PROTECTION
d
3:
1
B
D
( Not to Scale)
3:1
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 386+35 TO STA. 387+23 LT.
Slope
Fill
DETAIL 17G
B=4 Ft.
Max. d=1 Ft.
Min. D=1.5 Ft.
Type of Liner= CL B Rip-Rap
Ground
Natural
Geotextile
SEE DETAIL 17H
FS SEE DETAIL 17H
FS
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1 STA. 397+19 MED.
L1 STA. 389+76 MED.
DETAIL 17H
C Proposed Ditch
SEE DETAIL 17G
LATERAL 4' BASE DITCH
M
AT
C
H
L
IN
E

-
L1-

S
T
A

3
8
6
+
0
0
.0
0

S
E
E

S
H
E
E
T

16
M
A
T
C
H
L
I
N
E

-
L
1-

S
T
A

3
9
9
+
0
0
.
0
0

S
E
E

S
H
E
E
T

18
17
SEE SHEET 47 FOR -L1- PROFILE
NAD 83/ NSRS 2007
GRAPHIC SCALE
0'50'100'150'50'
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
N
:
\
N
C

H
yd
r
o
\
M
17
0
0
6
_
R-
3
3
0
0
A

H
a
m
p
s
te
a
d

By
p
a
s
s
\
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c
s
\
P
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RM
ITS
_
En
v
ir
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m
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ta
l\
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a
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g
s
\
R3
3
0
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A
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d
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p
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_
1
7
_
c
o
n
.
d
g
n
h
tu
r
n
e
r
9
/2
9
/2
0
2
3
V10=1.0fps
Q10=19cfs
EXCAVATION IN WETLAND
EXCAVATION IN WETLAND
V10=1.3fps
Q10=2.8cfs
V10=0.7fps
Q10=3.7cfs
V10=0.8fps
Q10=10cfs
SITE 22
F
F
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 21
IN WETLAND
EXCAVATION
Q10=3.1cfs, V10=0.6fps
V10=0.7fps
Q10=4.4cfs
EACH PIPE/PAD:
SEE PERMIT DRAWING SHEET 52
FOR ENLARGEMENT
C C
F
F
F
F
C
C
F
F
C
C
F
F
C
F
F
C
J
S
MI
T
J
S
MI
T
J
S
M
I
T
J
S

M
IT
HW
RCP-IV
18"
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B
62 SY GEOTEXTILE
33 TONS
OUTLET PROTECTION
RIP RAP CL I
SEE DETAIL 17D
TOE PROTECTION
SEE DETAIL 17D
TOE PROTECTION
10 SY GEOTEXTILE3 TONS
OUTLET PROTECTIONRIP RAP CL B
SEE DETAIL 17E
LATERAL 2' BASE DITCH
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
18
"

RC
P
-
I
V
18
"

RC
P
-
I
V
18
"

RC
P-
I
V
18
"

RC
P
-
I
V
1
8
"

R
C
P
-
I
V

HW
36 SY GEOTEXTILE
11 TONS CL II RIP RAP
FILL IN JS TB-TB
13 SY GEOTEXTILE
5 TONS CL B RIPRAP
9'X10' RIPRAP PAD
28 SY GEOTEXTILE
10 TONS CL B RIPRAP
20'X8' RIPRAP PAD
14 SY GEOTEXTILE
5 TONS CL B RIPRAP
10'X8' RIPRAP PAD
1
8
"
R
C
P
-
I
V
21 SY GEOTEXTILE
7 TONS CL B RIPRAP
15'X8' RIPRAP PAD
1
8
"

R
C
P
-
I
V
14 SY GEOTEXTILE
5 TONS CL B RIPRAP
10'X8' RIPRAP PAD
S
OI
L
WAY
N
E
S

BR
AN
CH
N
E
W
WOODS
WAY
N
E
S
B
R
AN
CH
WOODS
HANPEN LAND COMPANY, LLC.
HANPEN LAND COMPANY, LLC.
HANPEN LAND CO
COMPANY, LLC.
HANPEN LAND
3
8
5
22
2
9
-
S
E
P
-
2
0
2
3

13
:
0
9
p
s
t
e
a
d

B
y
p
a
s
s
\
H
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a
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c
s
\
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R
M
I
T
S
_
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n
v
i
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o
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m
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n
t
a
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\
D
r
a
w
i
n
g
s
\
R
3
3
0
0
A
_
h
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d
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p
s
h
_
E
1
6
1
7
.
d
g
n
h
t
u
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n
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r

A
T

H
E
R
B
0
8
2
0
2
3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
2GI
2GI
2GI
2GI
2GI
2GI
TB 2GI
TB 2GI
5
4
"
R
C
P-
I
V
B
U
RI
E
D
1.
0'
SEE DETAIL 17E
LATERAL 2' BASE DITCH
SEE DETAIL 17F
LATERAL 3' BASE DITCH
18
"
18
"
SEE DETAIL 16D
STD 4' BASE DITCH
26 SY GEOTEXTILE
13 TONS CL I
10'X15' RIP RAP PAD
SEE DETAIL 17H
FS
2GI
TB
FS, SEE DETAIL 16G
W/2 ELBOWS
ELB
ELB
ELB
ELB
SEE DETAIL 17G
LATERAL 4' BASE DITCH
F
F
TS
E E IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
TS
S
S
V10=2.0fps
Q10=23cfs
WATER IMPACT
TEMP SURFACE
IN WETLAND
EXCAVATION
IN WETLAND
EXCAVATION
IMPACT
WATER
SURFACE
V10=1.0fps
Q10=19cfs EXCAVATION IN WETLAND
EXCAVATION IN WETLAND
NAD 83/ NSRS 2007
SITE 21
WETLAND
DENOTES FILL INFF
GRAPHIC SCALE
0'
S S SURFACE WATER
DENOTES IMPACTS IN
30'30'60'90'
V10=0.7fps
Q10=4.4cfs
EACH PIPE/PAD:
Q10=3.1cfs, V10=0.6fps
SHEET 52 OF 120
PERMIT DRAWING
ENLARGEMENT
SITE 21
E-16_17
3
8
3
3
9
0
HC HC HAND CLEARING (NON-GRUBBING)
F
C
F
F
C C
F
F
F
F
JS MIT
JS MIT J
S
M
I
T
JS MIT
JS MIT
JS MIT
J
S
M
I
T
JS MIT
J
S
MI
T
J
S
MI
T
J
S
M
I
T
J
S

M
IT
JS MIT
JS
MIT
JS MIT
2GI 2GI
HW
18
"

RC
P
-
I
V

RCP-IV
18"
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B
SEE DETAIL 17D
TOE PROTECTION
SEE DETAIL 17D
TOE PROTECTION
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
18" RCP-IV
18" RCP-IV
RC
P
-
IV
18
"
RCP-IV
18"
18
"

RC
P
-
I
V
18
"

RC
P
-
IV

SEE DETAIL 16F
CHANNEL CHANGE
18
"

RC
P
-
I
V
36 SY GEOTEXTILE
11 TONS CL II RIP RAP
FILL IN JS TB-TB
13 SY GEOTEXTILE
5 TONS CL B RIPRAP
9'X10' RIPRAP PAD
28 SY GEOTEXTILE
10 TONS CL B RIPRAP
20'X8' RIPRAP PAD
1
8
"

R
C
P
-
I
V
1
8
"

R
C
P
-
I
V
14 SY GEOTEXTILE
5 TONS CL B RIPRAP
10'X8' RIPRAP PAD
WORK BRIDGE
TEMPORARY

3
0
'
3
0
'
NORMAL WSE = 5.7'
NORMAL WSE = 5.7'
N
:
\
N
C

H
yd
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o
\
M
17
0
0
6
_
R-
3
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0
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By
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0
2
3
GRAPHIC SCALE
0'50'100'150'50'
SITE 2130
20
10
0
0
30
20
10
WAYNE'S BRANCH
381+00 382+00 383+00 384+00 385+00
SHEET 53 OF 120
PERMIT DRAWING
382+00 383+00 384+00 385+00381+00
PI = 382+00.00
EL = 19.93'
VC = 500'
K = 189
DS = 70 mph
PI = 382+00.00
EL = 19.93'
VC = 500'
K = 189
DS = 70 mph
(-)1.4286%(+)1.2236%
54" RCP
(-)1.4286%(+)1.2236%
54" RCP
5
/
2
8
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
2
9
-
S
E
P
-
2
0
2
3

13
:
10
N
:
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$
$
$
$
U
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N
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$
$
$
$
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-3300A
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
2
:1
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300

LOW CHORD EL=7.7'
TEMPORARY WORK BRIDGES
LOW CHORD EL=7.7'
TEMPORARY WORK BRIDGES
2
:1
2:1
2:
1
(TYP.)
3.5' KEY-IN
(TYP.)
3.5' KEY-IN
LOWEST LOW CHORD
CLASS II RIP RAP (TYP.)
CLASS II RIP RAP (TYP.)
SKEW = 105 DEGREE
C/L GP EL. = 22.72'
2@115' 72" MBT GIRDER WITH 4.0' BENT CAPS
C/L BRIDGE STA. 384+26.42 -L- GP LT (SBL)
SKEW = 105 DEGREE
C/L GP EL. = 22.59'
2@115' 72" MBT GIRDER WITH 4.0' BENT CAPS
C/L BRIDGE STA. 384+14.63 -L- GP RT (NBL)
LOWEST LOW CHORD
LOW CHORD ALONG GP
LOW CHORD ALONG GP
WETLAND WETLAND
WETLAND
WETLAND
WETLAND
SITE 21 SITE 21
SITE 21
SITE 21
SITE 21
N
:
\
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5
/2
0
2
3
SHEET 54 OF 120
PERMIT DRAWING
7.06
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
2
5
-
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P
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2
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3

10
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4
2
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d
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n
$
$
$
$
U
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N
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$
$
$
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
10 10
20 20
30 30
0 0
387+00.0000
10 10
20 20
30 30
0 0
387+50.0000
10 10
20 20
30 30
0 0
388+00.0000
10 10
20 20
30 30
40 40
0 0
388+50.0000
X-108R-3300A
-L1-
5 10
0.0250.006
11.303:
1
7.06
3:
1
3:1
2
5
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7
1
2
4
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9
7
22.65
2
5
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3:
1
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2
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0
6
2
5
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5
8
6
:1 5.905:1 0.0250.016
24.42
12.86
3:
13:1
2
6
.
4
0
2
6
.
19
6
:1 6:1 0.0250.025
25.08
12.40
3:
1
9.82
3:1
3:
13:1
2
6
.
8
0
2
6
.
8
0
WETLAND
WETLAND
WETLAND
WETLAND
SITE 22
SITE 22
SITE 22
SITE 22
N
:
\
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9
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5
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0
2
3
SHEET 55 OF 120
PERMIT DRAWING
17.03
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
2
5
-
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2
0
2
3

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4
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N
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$
$
$
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
20 20
30 30
40 40
10 10395+00.0000
20 20
30 30
40 40
10 10395+50.0000
20 20
30 30
40 40
10 10
396+00.0000
20 20
30 30
40 40
10 10396+50.0000
X-112R-3300A
-L1-
5 10
6
:1 6:1 0.0250.025
29.72
23.33
3:1
3
1
.
4
4
WETLANDS
6
:1
25.13
3:1
6
:1 6:1 0.0250.025
29.47
20.67
3:1
3
1
.
19
3.
70
:
1
3:
1
21.16
3:1
6
:1 6:1 0.0250.025
29.12
19.22
3:1
3:
1
17.03
3:1
3
0
.
8
5
3.
03:
1
3:
1
19.03
3:1
6
:1 6:1 0.0250.025
28.71
16.71
3.71:1
3:
1
20.34
3
0
.
4
4
3:13:
1
18.88
3.
37
:
1
1
0' S
OI
L
10
' SOIL
MTL CONTAINER10' SOIL
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
8
' S
OIL
WOODS
WOODS
WOODS
10' SOIL
HANPEN LAND COMPANY, LLC.
HANPEN LAND COMPANY, LLC.
4
0
0
4
0
5
4
1
0
22
22
2
9
-
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2
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2
3

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0
8
2
0
2
3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
NAD 83/ NSRS 2007
2GI 2GI2GI
SEE DETAIL 18A
SPECIAL LATERAL 'V' DITCH

SEE DETAIL 18C
SPECIAL LATERAL 4' BASE DITCH
SEE DETAIL 18B
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 18B
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 18B
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 18D
SPECIAL LATERAL 3' BASE DITCH
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 406+10 TO STA. 407+40 RT
FROM -L- STA. 402+50 TO STA. 404+70 RT
FROM -L- STA. 399+50 TO STA. 400+56 RT
DETAIL 18B
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 409+58 TO STA. 414+15 RT
DETAIL 18D
B=3 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 400+56 TO STA. 402+50 RT
DETAIL 18C
B=4 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1 STA. 409+53 MED.
DETAIL 18E
C Proposed Ditch
SEE DETAIL 18E
FS
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM -L- STA. 408+50 TO STA. 410+50 LT
Min. D=1 Ft.
DETAIL 18A
Ground
Natural
Flatter4:1 or
Slope
Fill
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SEE SHEET 47 & 48 FOR -L1- PROFILE
NAD 83/ NSRS 2007
N
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d
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9
/2
9
/2
0
2
3
GRAPHIC SCALE
0'50'100'150'50'
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
EXCAVATION IN WETLAND
EXCAVATION IN WETLAND
SITE 24 SITE 23
SHEET 56 OF 120
PERMIT DRAWING
V10=1.0fps
Q10=18cfs
F
C
F
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F
F
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F
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C
F
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RIP RAP CL B
RCP-IV
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10'
S
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WOODS
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WOODS
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OIL
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WOODS
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10' SOIL
HANPEN LAND COMPANY, LLC.
HANPEN LAND COMPANY, LLC.
4
0
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SHEET 57 OF 120
PERMIT DRAWING
2
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
S
UI
T
E
4
1
0
NC COA No. F-0929
P
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RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
WOVEN WIRE FENCE
WOVEN WIRE FENCE WOVEN WIRE FENCE
WOVEN WIRE FENCE
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
16
16
16
1
7
18
1
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18
18
18
18
18
1
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1
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19
19
19
19
19
19
19
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19
19
19
20
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20
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24
2
4
24
2
4
24
24
24
24
25
2
5
25
25
2
5
25
25
25
25
25
25
25
25
25
25
25
25
25
25
2
5
2
5
25
25
25
2
5
2
5
25
25
25 25
2
5
25
25
2
5
26
26
2
6
2
6
26
26
26
26
2
6
2
6
26
26
26
26
26
2
6
2
6
2
6
26
2
6
26
2
7
27
2
7
2
7
2
7
2
7
2
7
27
27
2727
2
7
27
2
7
28
28
2
8
2
9
2
9
3
0
31
3
2
3
3
NAD 83/ NSRS 2007
2GI 2GI2GI
SEE DETAIL 18A
SPECIAL LATERAL 'V' DITCH

SEE DETAIL 18C
SPECIAL LATERAL 4' BASE DITCH
SEE DETAIL 18B
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 18B
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 18B
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 18D
SPECIAL LATERAL 3' BASE DITCH
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 406+10 TO STA. 407+40 RT
FROM -L- STA. 402+50 TO STA. 404+70 RT
FROM -L- STA. 399+50 TO STA. 400+56 RT
DETAIL 18B
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 409+58 TO STA. 414+15 RT
DETAIL 18D
B=3 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 400+56 TO STA. 402+50 RT
DETAIL 18C
B=4 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1 STA. 409+53 MED.
DETAIL 18E
C Proposed Ditch
SEE DETAIL 18E
FS
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM -L- STA. 408+50 TO STA. 410+50 LT
Min. D=1 Ft.
DETAIL 18A
Ground
Natural
Flatter4:1 or
Slope
Fill
MA
T
C
H
LIN
E

-
L
1-

S
T
A
3
9
9
+
0
0
.0
0

S
E
E

S
H
E
E
T

17
M
A
T
C
H
L
I
N
E

-
L
1-

S
T
A

4
1
2
+
0
0
.
0
0

S
E
E

S
H
E
E
T

19
18
SEE SHEET 47 & 48 FOR -L1- PROFILE
NAD 83/ NSRS 2007
N
:
\
N
C

H
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d
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\
M
17
0
0
6
_
R-
3
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0
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A

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a
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_
c
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n
.
d
g
n
h
tu
r
n
e
r
9
/2
9
/2
0
2
3
GRAPHIC SCALE
0'50'100'150'50'
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
EXCAVATION IN WETLAND
EXCAVATION IN WETLAND
SITE 24 SITE 23
V10=1.0fps
Q10=18cfs
F
C
F
C
F
F
F
C C
F
F
C
F
C
C
C
F F
F
C
16 SY GEOTEXTILE
5 TONS
OUTLET PROTECTION
RIP RAP CL B
3
0
"

RC
P
-
I
V
3
0
"

RC
P
-
I
V 1
8
"
R
C
P
-
I
V
1
8
"
R
C
P
-
I
V
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
RCP-IV
18"
WETLAND
WETLAND
WETLAND
WETLAND
SITE 23
SITE 23
SITE 23
SITE 23
N
:
\
N
C

H
y
d
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\
M
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0
0
6
_
R
-
3
3
0
0
A

H
a
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p
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5
/2
0
2
3
SHEET 58 OF 120
PERMIT DRAWING
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
2
5
-
S
E
P
-
2
0
2
3

10
:
4
4
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6
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a
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p
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A
_
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m
_
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p
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_
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1
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
20 20
30 30
40 40
10 10
399+50.0000
20 20
30 30
40 40
10 10
400+00.0000
20 20
30 30
40 40
10 10
400+50.0000
20 20
30 30
40 40
10 10
401+00.0000
20 20
30 30
40 40
10 10
401+50.0000
20 20
30 30
40 40
10 10
402+00.0000
X-114R-3300A
-L1-
5 10
6
:1
6
:1 6:1 0.0250.025
25.61
26.38
23.26
6:1
4.13:1
6
:1
6
:1 6:1 0.0250.025
26.24
21.42
23.45
3:1WETLANDS3:1
5
.46
:1
6
:1 6:1 0.0250.025
26.24
21.67
3:1
21.03
WETLANDS 3:1
5
.29
:1
6
:1 6:1 0.0250.025
26.37
21.90
21.17
3:1WETLANDS3:1
5
.42
:1
6
:1 6:1 0.0250.025
26.59
21.91 21.32
3:1WETLANDS3:1
4
.92
:1
6
:1 6:1 0.0250.025
26.81
22.15 21.48
3:14.16:1
WETLAND
WETLAND
WETLAND
WETLAND WETLAND
SITE 24 SITE 24
SITE 24
SITE 24
SITE 24
N
:
\
N
C

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0
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p
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L1.
d
g
n
h
t
u
r
n
e
r
9
/2
5
/2
0
2
3
SHEET 59 OF 120
PERMIT DRAWING
18.78
19.80
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
2
5
-
S
E
P
-
2
0
2
3

10
:
4
6
N
:
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d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
30 30
40 40
20 20408+00.0000
20 20
30 30
40 40
10 10
408+50.0000
20 20
30 30
40 40
10 10
409+00.0000
20 20
30 30
40 40
10 10
409+50.0000
20 20
30 30
40 40
10 10
410+00.0000
20 20
30 30
10 10
410+50.0000
X-117R-3300A
-L1-
5 10
5
.97
:14.96:1
6
:1 6:1 0.0250.025
27.26
24.16
4
.99
:1
6
:1 6:1 0.0250.025
26.79
22.17
3.71:1
3:
1
19.80
4
.31
:1
6
:1 6:1 0.0250.025
26.29
20.82
WETLANDS 3.64:1
3:
1
18.78
4
.31
:1
6
:1 6:1 0.0250.025
25.80
19.90
3:
1
19.76
5:1
4
.71
:1
6
:1 6:1 0.0250.025
25.31
19.55 18.49
3:1
3:
1
20.76
6:1
4
.51
:1
6
:1 6:1 0.0250.025
24.82
19.13 18.28
3:1
3:
1
21.75
6:1
10' SO
IL
10' SOIL
10' SOIL
10' SOIL
10' SOIL
10' SOIL
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
HANPEN LAND COMPANY, LLC.
HANPEN LAND COMPANY, LLC.
BM111
R/
R
S
P
I
K
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I
N
3
0
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O
A
K4
1
5
4
2
0
4
2
5
4
2
5
22
22
2
9
-
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P
-
2
0
2
3

13
:
10
a
m
p
s
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a
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B
y
p
a
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s
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d
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B
0
8
2
0
2
3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
15
0
.
00'
+
40
.
00
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
-L1- STA 423+01.89 RT
PROP. BEGIN SBG
FILL IN WETLAND
NAD 83/ NSRS 2007
2GI2GI
SEE DETAIL 19C
SPECIAL LATERAL 3' BASE DITCH
SEE DETAIL 19B
LATERAL 2' BASE DITCH
SEE DETAIL 19A
SPECIAL LATERAL 2' BASE DITCH
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 416+00 TO STA. 416+50 LT.
DETAIL 19B
b=5 Ft.
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 416+50 TO STA. 419+50 LT
DETAIL 19A
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 409+58 TO STA. 414+15 RT
DETAIL 19C
B=3 Ft.
Min. D=1.3 Ft.
Ground
Natural
Slope
Fill
2GI
TB
M
A
T
C
H
L
I
N
E

-
L
1-

S
T
A

4
1
2
+
0
0
.
0
0

S
E
E

S
H
E
E
T

18
MAT
C
H
LIN
E

-
L1-

S
T
A
4
2
5
+
0
0
.0
0

S
E
E

S
H
E
E
T

2
0
19
SEE SHEET 48 FOR -L1- PROFILE
N
:
\
N
C

H
yd
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o
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17
0
0
6
_
R-
3
3
0
0
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H
a
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p
s
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a
d

B
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p
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p
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_
1
9
.
d
g
n
h
tu
r
n
e
r
9
/2
9
/2
0
2
3
GRAPHIC SCALE
0'50'100'150'50'
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*

V10=0.5fps
Q10=3.7cfs
SITE 25
SITE 26
NAD 83/ NSRS 2007
SHEET 60 OF 120
PERMIT DRAWING
SEE PERMIT DRAWING SHEET 65
FOR ENLARGEMENT
F
C
F
F
C
F
C
F
F
F
F
F
C
F
F
F
18" RCP-IV
1
8
"

RC
P
-
I
V

3
6
"
R
C
P
-
I
V
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B 14 SY GEOTEXTILE
5 TONS CL B RIPRAP
10'X8' RIPRAP PAD
56 SY GEOTEXTILE
20 TONS CL B RIPRAP
38'X8' RIPRAP PAD
E
Q
U
A
LI
Z
E
R
P
I
P
E

*
*DO NOT BURY EQUALIZER PIPES
PES
PES
10' SO
IL
10' SOIL
10' SOIL
10' SOIL
10' SOIL
10' SOIL
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
HANPEN LAND COMPANY, LLC.
HANPEN LAND COMPANY, LLC.
BM111
R/
R
S
P
I
K
E
I
N
3
0
"
O
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K4
1
5
4
2
0
4
2
5
4
2
5
22
22
SHEET 61 OF 120
PERMIT DRAWING
2
9
-
S
E
P
-
2
0
2
3

13
:
10
p
s
t
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a
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3
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d
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A
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B
0
8
2
0
2
3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
15
0
.
00'
+
40
.
00
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
-L1- STA 423+01.89 RT
PROP. BEGIN SBG
9
10
10
11
11
12
12
1
2
12
12
13 13
13
13
1
3
13
13
13
13
13
13
1
3
14
14
14
14
14
14
14
14
14
14
14
1
4
14
1
4
15
15
15
1515
15
15
15
15
15
15
15
15
15
15
15
15
15
1
5
15
15
15
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15
1515
1
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1515
1
5
15
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1
5
15
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16
16
1
6
16
1
6
1
6
16
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1
7
17
17
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1717
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1
7
1717
1
8
18
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1
8
18
18
18
1
8
1
8
18
18
18
18
1
8
18
18
18
18
18
1
8
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
1
9
1
9
19
19
20
20
20
2
0
20
20
20
20
2
0
20
20
20
20
20
20
20
20
20
2
0
20
20
20
20
2
0 2
0
2
0
2
0
2
0
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2
1
21
21
21
21
21
21
2
1
21
21
2
1
2
1
21
2
1
2
1
21
2
1
2
1
21
2
1
2
1
22
22
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2
2
2
2
22
22
2 2
22
2
2
22
2
2
22
2
2
22
2
2
2
2
2
2
2
2
23
2
3
23
23
232323
23
23
23
2
3
2
3
2
3
2
4
2
4
24
24
24
2
4
24
2
4
2
5
25
2
5
25
25
25
25
25
2
5 25
2
5
25
2
6
26
2
6
2
7
FILL IN WETLAND
NAD 83/ NSRS 2007
2GI2GI
SEE DETAIL 19C
SPECIAL LATERAL 3' BASE DITCH
SEE DETAIL 19B
LATERAL 2' BASE DITCH
SEE DETAIL 19A
SPECIAL LATERAL 2' BASE DITCH
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 416+00 TO STA. 416+50 LT.
DETAIL 19B
b=5 Ft.
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 416+50 TO STA. 419+50 LT
DETAIL 19A
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 409+58 TO STA. 414+15 RT
DETAIL 19C
B=3 Ft.
Min. D=1.3 Ft.
Ground
Natural
Slope
Fill
2GI
TB
M
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T
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4
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2
0
19
SEE SHEET 48 FOR -L1- PROFILE
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2
3
GRAPHIC SCALE
0'50'100'150'50'
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*

V10=0.5fps
Q10=3.7cfs
SITE 25
SITE 26
NAD 83/ NSRS 2007
SEE PERMIT DRAWING SHEET 65
FOR ENLARGEMENT
F
C
F
F
C
F
C
F
F
F
F
F
C
F
F
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18" RCP-IV
1
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"

RC
P
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3
6
"
R
C
P
-
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7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B 14 SY GEOTEXTILE
5 TONS CL B RIPRAP
10'X8' RIPRAP PAD
56 SY GEOTEXTILE
20 TONS CL B RIPRAP
38'X8' RIPRAP PAD
E
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*
*DO NOT BURY EQUALIZER PIPES
PES
PES
WETLAND
WETLANDWETLANDWETLAND
WETLAND WETLAND
WETLAND
WETLAND
WETLAND
SITE 26SITE 25
SITE 25SITE 25
SITE 25
SITE 25
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SHEET 62 OF 120
PERMIT DRAWING
13.89
00
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1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
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8080
9090
9090
100100
100100
110110
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120120
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PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
20 20
30 30
10 10414+00.0000
20 20
30 30
10 10414+50.0000
20 20
30 30
10 10415+00.0000
20 20
30 30
10 10415+50.0000
20 20
30 30
10 10416+00.0000
X-119R-3300A
-L1-
5 10
6
:1 5.844:1 0.0250.009
22.15
17.07 16.85
3:13.42:1
WETLANDS
4
.34
:1
6
:1 5.756:1 0.0250.003
22.15
15.55
3.27:1
WETLANDS
4
.
25
:1
6
:1 5.670:1 0.0250.014
22.29
14.60
3:1
WETLANDS
3:
1
6
:1 5.588:1 0.0250.025
22.56
14.92
3:1 3:
1
6
:1 5.393:1 0.0360.036
22.95
14.87
3:
13:1
3:13:
1
13.89
S
OIL
SOIL
OLD HOUSE BRANCH
WOODS
POND
WOODS
BM12
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
COMPANY, LLC.
HANPEN LAND
O
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D

H
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B
R
A
N
C
H
MH ISLAND LLC ET AL
AMMO DUMP/LAKE+9 LLC
4
2
5
4
3
0
4
3
5
4
2
5
23
38
22
22
2
9
-
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2
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13
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10
m
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3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
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2610 WYCLIFF ROAD
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[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
-L1- STA 426+01 LTMED
PROP. END SBG
-L1- STA 428+73 RT
PROP. BEGIN SBG
-L1- STA 425+80 RT
PROP. END SBG
LTMED-L1- STA 428+91
PROP. BEGIN SBG
-L1- STA 425+02.01 LTMED
PROP. BEGIN SBG
-L1- STA 429+68.34 RT
PROP. END SBG
-L1- STA 430+53.13 LTMED
PROP. END SBG
S
S
S
S
2GI
2GI
2GI
2GI
W 2 ELBOWS
2GI
2GI
W/2 ELBOWS
1
8
"
DETAIL 20E
RIP RAP AT EMBANKMENT
DETAIL 20E
RIP RAP AT EMBANKMENT
SEE DETAIL 20G
TOE PROTECTION
TB 2GI
SEE DETAIL 20A
LATERAL 2' BASE DITCH
SEE DETAIL 20A
LATERAL 2' BASE DITCH
SEE DETAIL 20F
LATERAL 2' BASE DITCH
SEE DETAIL 20C
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 20A
LATERAL 2' BASE DITCH
( Not to Scale)
LATERAL BASE DITCH
3:
1 D
B
b
d
3:1 1"/Ft.
FROM -L- STA. 434+00 TO STA. 435+55 RT.
DETAIL 20F
b=5 Ft.
B=2 Ft.
Max. d=1 Ft.
Min. D=1 Ft.
*When B is < 6.0'
Type of Liner= B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
SEE DETAIL 20C
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 20A
LATERAL 2' BASE DITCH
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 433+50 TO STA. 434+00 RT
FROM -L- STA. 431+00 TO STA. 432+00 RT.
DETAIL 20C
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 20B
STANDARD 2' BASE DITCH
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 437+50 TO STA. 439+00 LT.
FROM -L- STA. 434+74 TO STA. 436+34 RT.
FROM -L- STA. 428+50 TO STA. 430+50 RT.
FROM -L- STA. 425+00 TO STA. 426+37 LT.
DETAIL 20A
b=5 Ft.
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 20D
SPECIAL CUT BASE DITCH
SEE
D
ET
A
IL
21
A
S
PEC
IA
L
LA
TERA
L 'V' D
ITCH
1
8
"
FROM

-L
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S
TA
.
4
4
6
+
5
5

FROM

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-
S
TA
.
45
0
+
9
0

FROM

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-
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TA
.
445
+
94

FROM

-L
- STA
.
43
8
+
7
7
FROM -L- STA. 436+34 TO STA. 436+76 RT.
FROM -L- STA. 436+60 TO STA. 437+00 LT.
FROM -L- STA. 434+19 TO STA. 435+10 LT.
Fill Slope3:1 or Flatter
b=3 Ft.
d=1 Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL 20G
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
SEE DETAIL 20G
TOE PROTECTION
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1 STA. 433+26 MED.
L1 STA. 428+76 MED.
DETAIL 20I
C Proposed Ditch
SEE DETAIL 20I
FS
SEE DETAIL 20I
FS
2:
1 D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
FROM -L- STA. 432+00 TO STA. 432+50 RT.
DETAIL 20D
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Ditch
Front
2GITB
18
"
3:13:
1
D
( Not to Scale)
RIRPAP AT JURISDICTIONAL STREAM
B
d
FROM L STA. 434+19 LT.
DETAIL 20H
Std. No. 876.01
When B is > 6.0'-
Type of Liner=CL I Rip-Rap 26 TONS,50SY GEOTEXTILE
L=16 Ft.
B=2 Ft.
Max. d=3 Ft.
Min. D=2.5 Ft.
Ground
Natural
Ground
Natural
Geotextile
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -L- STA. 434+69 TO STA. 434+84 RT.
FROM -L- STA. 434+55 TO STA. 434+68 RT.
DETAIL 20E
Grade
Ditch
12"
GEOTEXTILE
Geotextile= 14sy
Type of Liner= 5 TONS,CL B Rip-Rap
10'min.
1.0'min.
ELB
ELB
ELB
ELB
2GI
M
A
T
C
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2
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T
A
4
3
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0

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H
E
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2
1
20
SEE SHEETS 48 & 49 FOR -L1- PROFILE
NAD 83/ NSRS 2007
N
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2
3
GRAPHIC SCALE
0'50'100'150'50'
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED**
*
*
**
*
**
*
*
SITE 27
V10=2.5fps
Q10=2.0cfs
V10=1.1fps
Q10=12cfs
TS
SITE 28
SHEET 63 OF 120
PERMIT DRAWING
SEE PERMIT DRAWING SHEET 65
FOR ENLARGEMENT
SEE PERMIT DRAWING SHEET 69
FOR ENLARGEMENT
HC HC HAND CLEARING (NON-GRUBBING)
F
F
F
F
C
F
C
C F
F
F
F
FF
F
F
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JS MIT
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JS
MIT
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JS MIT
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1
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R
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P
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4
8
"

R
C
P
-
I
V
B
U
R
I
E
D

1.
0'
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B
SEE DETAIL 20G
TOE PROTECTION
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
HW
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
B
3:13:
1 D
( Not to Scale)
STANDARD BASE DITCH
FROM -L- STA. 428+17 TO STA. 428+50 RT.
FROM -L- STA. 426+37 TO STA. 426+68 LT.
DETAIL 20B
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Ground
Natural
18
" RC
P-IV
R
C
P
-
I
V

1
8
"
18
"

RC
P
-
I
V
14 SY GEOTEXTILE
5 TONS CL B RIPRAP
10'X8' RIPRAP PAD
28 SY GEOTEXTILE
10 TONS CL B RIPRAP
20'X8' RIPRAP PAD
SEE DETAIL 20B
BASE DITCH
STANDARD 2'
18" RCP-IV
18" RCP-IV
SEE DETAIL 20H
JURISDICTIONAL STREAM
RIRPAP AT
WORK BRIDGE
TEMPORARY
3
0
'
S
OIL
SOIL
OLD HOUSE BRANCH
WOODS
POND
WOODS
BM12
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
COMPANY, LLC.
HANPEN LAND
O
L
D

H
O
U
S
E

B
R
A
N
C
H
MH ISLAND LLC ET AL
AMMO DUMP/LAKE+9 LLC
4
2
5
4
3
0
4
3
5
4
2
5
23
38
22
22
SHEET 64 OF 120
PERMIT DRAWING
2
9
-
S
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P
-
2
0
2
3

13
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p
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
S
UIT
E 410NC COA No. F-0929
P
H
O
NE: 919.881.9
93
9
R
AL
EIG
H, N
C 2760
7
261
0
W
YCLIF
F R
O
A
D
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
8:1
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
-L1- STA 426+01 LTMED
PROP. END SBG
-L1- STA 428+73 RT
PROP. BEGIN SBG
-L1- STA 425+80 RT
PROP. END SBG
8:1
LTMED-L1- STA 428+91
PROP. BEGIN SBG
-L1- STA 425+02.01 LTMED
PROP. BEGIN SBG
-L1- STA 429+68.34 RT
PROP. END SBG
-L1- STA 430+53.13 LTMED
PROP. END SBG
8:1
5
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1
31
32
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32
S
S
S
S
2GI
2GI
2GI
2GI
W 2 ELBOWS
2GI
2GI
W/2 ELBOWS
1
8
"
DETAIL 20E
RIP RAP AT EMBANKMENT
DETAIL 20E
RIP RAP AT EMBANKMENT
SEE DETAIL 20G
TOE PROTECTION
TB 2GI
SEE DETAIL 20A
LATERAL 2' BASE DITCH
SEE DETAIL 20A
LATERAL 2' BASE DITCH
SEE DETAIL 20F
LATERAL 2' BASE DITCH
SEE DETAIL 20C
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 20A
LATERAL 2' BASE DITCH
( Not to Scale)
LATERAL BASE DITCH
3:
1 D
B
b
d
3:1 1"/Ft.
FROM -L- STA. 434+00 TO STA. 435+55 RT.
DETAIL 20F
b=5 Ft.
B=2 Ft.
Max. d=1 Ft.
Min. D=1 Ft.
*When B is < 6.0'
Type of Liner= B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
SEE DETAIL 20C
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 20A
LATERAL 2' BASE DITCH
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 433+50 TO STA. 434+00 RT
FROM -L- STA. 431+00 TO STA. 432+00 RT.
DETAIL 20C
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 20B
STANDARD 2' BASE DITCH
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 437+50 TO STA. 439+00 LT.
FROM -L- STA. 434+74 TO STA. 436+34 RT.
FROM -L- STA. 428+50 TO STA. 430+50 RT.
FROM -L- STA. 425+00 TO STA. 426+37 LT.
DETAIL 20A
b=5 Ft.
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 20D
SPECIAL CUT BASE DITCH
SEE
D
ET
A
IL
21
A
SP
EC
IAL LATE
RA
L 'V' D
ITCH
1
8
"
FROM -L- STA. 436+34 TO STA. 436+76 RT.
FROM -L- STA. 436+60 TO STA. 437+00 LT.
FROM -L- STA. 434+19 TO STA. 435+10 LT.
Fill Slope3:1 or Flatter
b=3 Ft.
d=1 Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL 20G
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
SEE DETAIL 20G
TOE PROTECTION
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1 STA. 433+26 MED.
L1 STA. 428+76 MED.
DETAIL 20I
C Proposed Ditch
SEE DETAIL 20I
FS
SEE DETAIL 20I
FS
2:
1 D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
FROM -L- STA. 432+00 TO STA. 432+50 RT.
DETAIL 20D
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Ditch
Front
2GITB
1
8
"
3:13:
1
D
( Not to Scale)
RIRPAP AT JURISDICTIONAL STREAM
B
d
FROM L STA. 434+19 LT.
DETAIL 20H
Std. No. 876.01
When B is > 6.0'-
Type of Liner=CL I Rip-Rap 26 TONS,50SY GEOTEXTILE
L=16 Ft.
B=2 Ft.
Max. d=3 Ft.
Min. D=2.5 Ft.
Ground
Natural
Ground
Natural
Geotextile
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -L- STA. 434+69 TO STA. 434+84 RT.
FROM -L- STA. 434+55 TO STA. 434+68 RT.
DETAIL 20E
Grade
Ditch 12"
GEOTEXTILE
Geotextile= 14sy
Type of Liner= 5 TONS,CL B Rip-Rap
10'min.
1.0'min.
ELB
ELB
ELB
ELB
2GI
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SEE SHEETS 48 & 49 FOR -L1- PROFILE
NAD 83/ NSRS 2007
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DENOTES IMPACTS IN
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IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
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DENOTES MECHANIZED**
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SITE 27
V10=2.5fps
Q10=2.0cfs
V10=1.1fps
Q10=12cfs
TS
SITE 28
SEE PERMIT DRAWING SHEET 65
FOR ENLARGEMENT
SEE PERMIT DRAWING SHEET 69
FOR ENLARGEMENT
HC HC HAND CLEARING (NON-GRUBBING)
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7 SY GEOTEXTILE
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OUTLET PROTECTION
RIP RAP CL B
SEE DETAIL 20G
TOE PROTECTION
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
HW
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
B
3:13:
1 D
( Not to Scale)
STANDARD BASE DITCH
FROM -L- STA. 428+17 TO STA. 428+50 RT.
FROM -L- STA. 426+37 TO STA. 426+68 LT.
DETAIL 20B
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Ground
Natural
18
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14 SY GEOTEXTILE
5 TONS CL B RIPRAP
10'X8' RIPRAP PAD
28 SY GEOTEXTILE
10 TONS CL B RIPRAP
20'X8' RIPRAP PAD
SEE DETAIL 20B
BASE DITCH
STANDARD 2'
18" RCP-IV
18" RCP-IV
SEE DETAIL 20H
JURISDICTIONAL STREAM
RIRPAP AT
WORK BRIDGE
TEMPORARY
3
0
'
10' SOIL
S
OIL
SOIL
OLD HOUSE BRANCH
COMPANY, LLC.
HANPEN LAND
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AMMO DUMP/LAKE+9 LLC
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
2GI
2GI
2GI
W 2 ELBOWS
2GI
2GI
W/2 ELBOWS
1
8
"
TB 2GI
SEE DETAIL 20A
LATERAL 2' BASE DITCH
SEE DETAI
SPECIAL LA
SEE DETAIL 20C
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 20A
LATERAL 2' BASE DITCH
SEE DETAIL 20B
STANDARD 2' BASE DITCH
SEE DETAIL 20D
SPECIAL CUT BASE DITCH
1
8
"
SEE DETAIL 20I
FS
SEE DETA
FS
FROM -L- STA. 432+00 TO STA. 432+50 RT.
2GITB
1
8
"
ELB
ELB
ELB
EL
B
2GI
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
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0
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3
GRAPHIC SCALE
0'
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
30'60'90'30'
V10=1.1fps
Q10=12cfs
V10=2.5fps
Q10=2.0cfs
NAD 83/ NSRS 2007
E1-20
SHEET 65 OF 120
PERMIT DRAWING
ENLARGEMENT
SITE 27
4
3
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4
2
5
HC HC HAND CLEARING (NON-GRUBBING)
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2 TONS
OUTLET PROTECTION
RIP RAP CL B
10 SY
3 TO
OUTLE
RIP RA
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
18
" RC
P-I
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1
8
"
14 SY GEOTEXTILE
5 TONS CL B RIPRAP
10'X8' RIPRAP PAD
28 SY GEOTEXTILE
10 TONS CL B RIPRAP
20'X8' RIPRAP PAD
SEE DETAIL 20B
BASE DITCH
STANDARD 2'
18" RCP-IV
18" RCP-IV
SEE DET
JURISDI
RIRPAP
WORK BRIDGE
TEMPORARY
3
0
'
NORMAL WSE = 7.2'
NORMAL WSE = 7.2'
20
10
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30
30
20
10
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GRAPHIC SCALE
0'50'100'150'50'
SITE 27
ISLAND CREEK TRIB.
429+00
428+00427+00425+00 426+00
SHEET 66 OF 120
PERMIT DRAWING
425+00 426+00 427+00 428+00
429+00424+00
DS = 70 mph
PI = 425+00.00
EL = 27.53'
(-)0.7667%(+)0.5504%
VC = 240'
K = 182
(+)0.5504%(+)1.4286%
DS = 70 mph
PI = 425+00.00
EL = 27.53'
(-)0.7667%(+)0.5504%
VC = 240'
K = 182
PI = 430+00.00
EL = 30.29'
(+)0.5504%(+)1.4286%
VC = 210'
K = 239
DS = 70 mph
5
/
2
8
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
2
9
-
S
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P
-
2
0
2
3

13
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-3300A
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
PI = 430+00.00
EL = 30.29'
VC = 210'
K = 239
DS = 70 mph
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
LOW CHORD EL=10.5
TEMPORARY WORK BRIDGE
LOW CHORD EL=10.5
TEMPORARY WORK BRIDGE
2
:1
2:1
2:1
2
:1
(TYP.)
3.5' KEY-IN
(TYP.)
3.5' KEY-IN
SKEW = 105 DEGREE
C/L GRADE POINT ELEV. = 28.90'
WITH 4.0' BENT CAPS
PROP 1@125', 1@117 72" MBT GIRDER
C/L STATION 427+48.28 -L- GP LT (SBL)
SKEW = 105 DEGREE
C/L GRADE POINT ELEV. = 28.83'
WITH 4.0' BENT CAPS
PROP 1@125', 1@117 72" MBT GIRDER
C/L STATION 427+35.98 -L- GP RT (NBL)
LOWEST LOW CHORD
LOWEST LOW CHORD
CLASS II RIP RAP (TYP.)
CLASS II RIP RAP (TYP.)
LOW CHORD ALONG GP
LOW CHORD ALONG GP
WETLAND
SITE 27
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SHEET 67 OF 120
PERMIT DRAWING
00
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1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
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100100
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PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
10 10
20 20
30 30
40 40
0 0
424+50.0000
10 10
20 20
30 30
40 40
0 0
425+00.0000
10 10
20 20
30 30
40 40
0 0
425+50.0000
10 10
20 20
30 30
40 40
0 0
426+00.0000
X-124R-3300A
-L1-
5 10
6
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0.040
0.040
24.98
17.70
3:
1
2
6
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6
1
4.05:1
3:1
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0.040
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3:1
2
6
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13.12
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1
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2
6
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1
3:
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3:1
2
7
.
8
2
6
:1 6.83:1
WETLANDS
3:1
WETLAND
WETLAND
WETLAND
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SHEET 68 OF 120
PERMIT DRAWING
SITE 27
SITE 27
SITE 27
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
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$
$
$
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
10 10
20 20
30 30
40 40
0 0
428+50.0000
10 10
20 20
30 30
40 40
0 0
429+00.0000
20 20
30 30
40 40
10 10
429+50.0000
20 20
30 30
40 40
10 10
430+00.0000
X-126R-3300A
-L1-
5 10
11.36
3:1
0.040
0.040
3:
1WETLANDS
WETLANDS
5.629:1 0.040
0.040
26.95
14.46
3:1
12.43
3:1
2
8
.
3
5
3:
1
3.
09
:
1
WETLANDS
WETLANDS
2
9
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4
5
6
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5.882:1 0.040
0.040
27.35
16.57
3:1
13.50
3:1
2
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5
3:
1
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02:
1
2
9
.
7
9
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0.040
27.85
17.62
3
0
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2
3
6
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3:
1
3:1
3:
1
16.04
POND
POND
WOODS
WOODS
MH ISLAND LLC ET AL
AMMO DUMP/LAKE+9 LLC
-L1-
4
3
0
4
3
5
23
38
2
9
-
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2
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p
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2
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2
3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
8:1
LTMED-L1- STA 428+91
PROP. BEGIN SBG
-L1- STA 429+68.34 RT
PROP. END SBG
-L1- STA 430+53.13 LTMED
PROP. END SBG
2GI
DETAIL 20E
RIP RAP AT EMBANKMENT
DETAIL 20E
RIP RAP AT EMBANKMENT
SEE DETAIL 20G
TOE PROTECTION
S
E
E
D
LA
T
E
SEE DETAIL 20A
LATERAL 2' BASE DITCH
SEE DETAIL 20F
LATERAL 2' BASE DITCH
SEE DETAIL 20C
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 20A
LATERAL 2' BASE DITCH
SEE DETAIL 20C
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 20A
LATERAL 2' BASE DITCH
SEE DETAIL 20D
SPECIAL CUT BASE DITCH
S
E
E
D
ET
A
IL

2
1A
S
P
EC
IA
L
LA
TE
RA
L
'V' D
ITC
H
SEE DETAIL 20G
TOE PROTECTION
SEE DETAIL 20I
FS
( Not to Scale)
SPECIAL CUT BASE DITCH
FROM -L- STA. 432+00 TO STA. 432+50 RT.
DETAIL 20D
S
S
S
S
TS
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
N
:
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GRAPHIC SCALE
0'
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
30'60'90'30'
NAD 83/ NSRS 2007
E2-20
SHEET 69 OF 120
PERMIT DRAWING
ENLARGEMENT
SITE 28
4
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3
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1.
0'
SEE DETAIL 20G
TOE PROTECTION
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
HW
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
10

SY
3

TO
O
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T
R
IP

18
"

RC
P
-
IV
SEE DETAIL 20H
JURISDICTIONAL STREAM
RIRPAP AT
WETLAND
WETLAND
WETLAND
WETLAND
SITE 28
SITE 28
SITE 28
SITE 28
N
:
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SHEET 70 OF 120
PERMIT DRAWING
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
2
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d
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$
$
$
$
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$
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
20 20
30 30
40 40
10 10
434+50.0000
20 20
30 30
40 40
50 50
10 10
435+00.0000
20 20
30 30
40 40
50 50
10 10
435+50.0000
30 30
40 40
50 50
20 20
436+00.0000
X-129R-3300A
-L1-
5 10
4:
13:1
6
:1 5.324:1 0.040
0.040
33.52
17.60
21.23
3:13:
1
3:1
6
:1 5.324:1 0.040
0.040
34.03
22.19
3:
1
24.00
3:1
WETLANDS
4:
1
4
.
05
:1
6
:1 5.324:1 0.040
0.040
34.45
23.95
3:1
24.55
3:13:
1
WETLANDS
6
:1 5.324:1 0.040
0.040
34.76
27.22
3.15:1
3.
49
:
1
3:
1
3:1
25.10
18" CMP
15
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1
0
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S
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8'
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WOODS
WOODSWOODS
WOODS
WOODS
WOODS
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MH ISLAND LLC ET AL
AMMO DUMP/LAKE+9 LLC
-L1-
4
4
0
4
4
5
4
5
0
23
38
2
9
-
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2
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2
3

13
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2
3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
2GI 2GI
SEE DETAIL 21C
TOE PROTECTION
SEE DETAIL 21A
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 21B
LATERAL 2' BASE DITCH
SEE DETAIL 21A
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 437+50 TO STA. 439+00 LT.
DETAIL 21B
b=5 Ft.
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
2GI
2GI
2GI
2GI
2GI (A)2GI (A)
FROM -L- STA. 447+34 TO STA. 449+24 RT.
FROM -L- STA. 447+50 TO STA. 450+03 LT.
FROM -L- STA. 442+75 TO STA. 443+30 RT.
Fill Slope3:1 or Flatter
b=3 Ft.
d=1 Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL 21C
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
SEE DETAIL 21C
TOE PROTECTION
SEE DETAIL 21D
SPECIAL LATERAL 4' BASE DITCH
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 444+75 TO STA. 446+55 RT.
DETAIL 21D
B=4 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM -L- STA. 446+55 TO STA. 447+25 RT.
FROM -L- STA. 450+90 TO STA. 454+04 LT.
FROM -L- STA. 445+94 TO STA. 447+50 LT.
FROM -L- STA. 438+77 TO STA. 439+77 RT.
Min. D=1 Ft.
DETAIL 21A
Ground
Natural
Flatter4:1 or
Slope
Fill
SEE DETAIL 21E
FS
SEE DETAIL 21E
FS
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1 STA. 449+76 MED.
L1 STA. 439+58 MED.
DETAIL 21E
C Proposed Ditch
SEE DETAIL 21A
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 21F
CL I RIP RAP
BANK STABILIZATION
SEE DETAIL 21F
CL I RIP RAP
BANK STABILIZATION
9/13
INLET AND OUTLET
SILLS AT
(NOT TO SCALE)
PLAN VIEW
HIGH SILL
6'
7'
ON 25FT CENTERS FROM DOWNSTREAM SILL
NUMBER OF BAFFLES=6
ENGINEER.
5) NUMBER OF SILL/BAFFLES DETERMINED BY THE
ABOVE BANK FULL.
4) DO NOT SET ELEVATION OF HIGH SILL/BAFFLES
FLOW CHANNEL OF STREAM. (THALWEG)
MATCH STREAM BED ELEVATION IN LOW
3) TOP OF LOW FLOW SILLS/BAFFLES SHOULD
SEPARATELY AND ATTACHED BY DOWELS.
2) SILLS/BAFFLES ARE TO BE 1.0 FT. WIDE, CAST

PERMIT CONDITIONS.
THE ENGINEER AND MAY BE SUBJECT TO
MATERIAL IS SUBJECT TO APPROVAL BY
FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE
ON TOP TO FILL VOIDS AND PROVIDE A
BARREL(S), NATIVE MATERIAL SHOULD BE PLACED
USED TO LINE THE HIGH FLOW CULVERT
FLOW CULVERT BARREL(S). IF RIP-RAP IS
THE NATIVE BED MATERIAL IN THE HIGH
BARREL. RIP-RAP MAY BE USED TO SUPPLEMENT
BE USED TO LINE THE LOW FLOW CULVERT
EXCAVATED FROM THE STREAM BED MAY
CONSTRUCTION. ONLY MATERIAL THAT IS
FLOODPLAIN AT THE PROJECT SITE DURING
EXCAVATED FROM THE THE STREAM OR
MATERIAL CONSISTS OF MATERIAL THAT IS
CONTINUOUS LOW FLOW CHANNEL. NATIVE
IN THE CULVERT SHALL PROVIDE A
1) NATIVE MATERIAL BETWEEN SILLS/BAFFLES
*NOTES:
1.0'
2.5'
6'
AND FLOOD PLAIN BENCH
LOW FLOW CHANNEL,SILLS
SKEWED MULTI- BARREL CULVERT
BENCH
FLOOD PLAIN BENCH
FLOOD PLAIN
1'
SILL HEIGHT
BACK FILL WITH NATIVE MATERIAL TO
SILL
SILL
BAFFLE
SILL
GEWLAHT
GEWLAHT
DETAIL 'P'
BANK STABILIZATION LOOKING D/S)
DETAIL 21F
( Not to Scale)
Gr
ound
N
at
ur
al
2:1
6'
2:1
1.5'
6'
2:1 Ground
Natural
PROP. TOB
EXCAVATE 2@6'x7' RCBC
GEOTEXTILE
(TYP.)
CLASS I RIP RAP
BURY DEPTH
1.0' SILLS AND
BURY DEPTH
2.5' SILLS AND
GEOTEXTILE
18" (TYP.)
50 SY GEOTEXTILE (DS)
46 TONS OF CLASS I RIP RAP (DS)
42 SY GEOTEXTILE (US)
26 TONS OF CLASS I RIP RAP (US)EST.=
30 FT. (DS)
25 FT. (US)LENGTH=
SEE DETAIL 21G
CL I RIP RAP
BANK STABILIZATION
SEE DETAIL 21G
CL I RIP RAP
BANK STABILIZATION
M
A
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1-

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-
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0

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2
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21
SEE SHEET 49 FOR -L1- PROFILE
GRAPHIC SCALE
0'50'100'150'50'
N
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9
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2
3
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
T T FILL IN WETLAND
DENOTES TEMPORARY
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
EXCAVATION IN WETLAND
TS TEMP. FILL IN WETLAND
EXCAVATION IN WETLAND
EXCAVATION IN WETLAND
TS
TEMP. FILL IN WETLAND
EXCAVATION IN WETLAND
V10=1.8fps
Q10=9cfs
SITE 29
SITE 30
SHEET 71 OF 120
PERMIT DRAWING
SEE PERMIT DRAWING SHEET 69
FOR ENLARGEMENT
NA
D
83/ N S R S 2007
SEE PERMIT DRAWING SHEET 73
FOR ENLARGEMENT
F C C
F
F
F
F
F
C
F
C
C
C
F
F
F
C
F
F
F
F
JS
MIT
J
S
M
I
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JS MIT
J
S
MI
T
J
S
M
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J
S
MI
T
SEE DETAIL 21C
TOE PROTECTION
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B
1
8
"

R
C
P
-
I
V

18" RCP-IV
18" RCP-IV 24" RCP-IV
RC
P
-
I
V
2
4
"
18
"
RC
P-
I
V
18" RCP-IV
2
4
"
RC
P-
I
V
2
@
6'
X
7'
R
C
B
C
75 SY GEOTEXTILE
35 TONS CL B RIPRAP
26'(AVG)X24' RIPRAP FLAT PAD
L=35', TONS CL I RIPRAP
FROM -L- STA. 442+60 TO STA. 442+48 LT.
L=50', 17 TONS CL I RIPRAP
FROM -L- STA. 443+56 TO STA. 443+70 RT.
DETAIL 21G
18"1.0'min.
BANK STABILIZATION
Type of Liner=CL I Rip-Rap, Keyed-In
( Not to Scale)
Until Refusal
Channel Bottom
Press Riprap into
Directed by Engineer
Riprap in Locations
Place Geotextile Under
18" CMP
15
"

C
M
P
15
"

C
M
P
1
0
'
S
O
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8'
S
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8' SOIL
WOODS
WOODSWOODS
WOODS
WOODS
WOODS
M
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4
7

P
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8
10
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S
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4
7

P
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8
10
0
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S
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A
S
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MH ISLAND LLC ET AL
AMMO DUMP/LAKE+9 LLC
-L1-
4
4
0
4
4
5
4
5
0
23
38
SHEET 72 OF 120
PERMIT DRAWING
2
9
-
S
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P
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2
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2
3

13
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p
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
1
5
16
1
6
17
1
7
17
17
18
1
8
18
18
18
1
9
19
19 19
19
19
19
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2829
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9
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2929
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292
9
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1
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3
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3
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3
3
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33
3
4
34
3
4
34
35
3
5
3
5 35
35
3
5
35
36
36
3
7
2GI 2GI
SEE DETAIL 21C
TOE PROTECTION
SEE DETAIL 21A
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 21B
LATERAL 2' BASE DITCH
SEE DETAIL 21A
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 437+50 TO STA. 439+00 LT.
DETAIL 21B
b=5 Ft.
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
2GI
2GI
2GI
2GI
2GI (A)2GI (A)
FROM -L- STA. 447+34 TO STA. 449+24 RT.
FROM -L- STA. 447+50 TO STA. 450+03 LT.
FROM -L- STA. 442+75 TO STA. 443+30 RT.
Fill Slope3:1 or Flatter
b=3 Ft.
d=1 Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL 21C
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
SEE DETAIL 21C
TOE PROTECTION
SEE DETAIL 21D
SPECIAL LATERAL 4' BASE DITCH
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 444+75 TO STA. 446+55 RT.
DETAIL 21D
B=4 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM -L- STA. 446+55 TO STA. 447+25 RT.
FROM -L- STA. 450+90 TO STA. 454+04 LT.
FROM -L- STA. 445+94 TO STA. 447+50 LT.
FROM -L- STA. 438+77 TO STA. 439+77 RT.
Min. D=1 Ft.
DETAIL 21A
Ground
Natural
Flatter4:1 or
Slope
Fill
SEE DETAIL 21E
FS
SEE DETAIL 21E
FS
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1 STA. 449+76 MED.
L1 STA. 439+58 MED.
DETAIL 21E
C Proposed Ditch
SEE DETAIL 21A
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 21F
CL I RIP RAP
BANK STABILIZATION
SEE DETAIL 21F
CL I RIP RAP
BANK STABILIZATION
9/13
INLET AND OUTLET
SILLS AT
(NOT TO SCALE)
PLAN VIEW
HIGH SILL
6'
7'
ON 25FT CENTERS FROM DOWNSTREAM SILL
NUMBER OF BAFFLES=6
ENGINEER.
5) NUMBER OF SILL/BAFFLES DETERMINED BY THE
ABOVE BANK FULL.
4) DO NOT SET ELEVATION OF HIGH SILL/BAFFLES
FLOW CHANNEL OF STREAM. (THALWEG)
MATCH STREAM BED ELEVATION IN LOW
3) TOP OF LOW FLOW SILLS/BAFFLES SHOULD
SEPARATELY AND ATTACHED BY DOWELS.
2) SILLS/BAFFLES ARE TO BE 1.0 FT. WIDE, CAST

PERMIT CONDITIONS.
THE ENGINEER AND MAY BE SUBJECT TO
MATERIAL IS SUBJECT TO APPROVAL BY
FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE
ON TOP TO FILL VOIDS AND PROVIDE A
BARREL(S), NATIVE MATERIAL SHOULD BE PLACED
USED TO LINE THE HIGH FLOW CULVERT
FLOW CULVERT BARREL(S). IF RIP-RAP IS
THE NATIVE BED MATERIAL IN THE HIGH
BARREL. RIP-RAP MAY BE USED TO SUPPLEMENT
BE USED TO LINE THE LOW FLOW CULVERT
EXCAVATED FROM THE STREAM BED MAY
CONSTRUCTION. ONLY MATERIAL THAT IS
FLOODPLAIN AT THE PROJECT SITE DURING
EXCAVATED FROM THE THE STREAM OR
MATERIAL CONSISTS OF MATERIAL THAT IS
CONTINUOUS LOW FLOW CHANNEL. NATIVE
IN THE CULVERT SHALL PROVIDE A
1) NATIVE MATERIAL BETWEEN SILLS/BAFFLES
*NOTES:
1.0'
2.5'
6'
AND FLOOD PLAIN BENCH
LOW FLOW CHANNEL,SILLS
SKEWED MULTI- BARREL CULVERT
BENCH
FLOOD PLAIN BENCH
FLOOD PLAIN
1'
SILL HEIGHT
BACK FILL WITH NATIVE MATERIAL TO
SILL
SILL
BAFFLE
SILL
GEWLAHT
GEWLAHT
DETAIL 'P'
BANK STABILIZATION LOOKING D/S)
DETAIL 21F
( Not to Scale)
Gr
ound
N
at
ur
al
2:1
6'
2:1
1.5'
6'
2:1 Ground
Natural
PROP. TOB
EXCAVATE 2@6'x7' RCBC
GEOTEXTILE
(TYP.)
CLASS I RIP RAP
BURY DEPTH
1.0' SILLS AND
BURY DEPTH
2.5' SILLS AND
GEOTEXTILE
18" (TYP.)
50 SY GEOTEXTILE (DS)
46 TONS OF CLASS I RIP RAP (DS)
42 SY GEOTEXTILE (US)
26 TONS OF CLASS I RIP RAP (US)EST.=
30 FT. (DS)
25 FT. (US)LENGTH=
SEE DETAIL 21G
CL I RIP RAP
BANK STABILIZATION
SEE DETAIL 21G
CL I RIP RAP
BANK STABILIZATION
M
A
T
C
H
L
I
N
E

-
L
1-

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T
A

4
3
8
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0
0

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2
0
MAT
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-
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T
A
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1
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0
.0
0

S
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2
2
21
SEE SHEET 49 FOR -L1- PROFILE
GRAPHIC SCALE
0'50'100'150'50'
N
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9
/2
9
/2
0
2
3
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
T T FILL IN WETLAND
DENOTES TEMPORARY
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
EXCAVATION IN WETLAND
TS TEMP. FILL IN WETLAND
EXCAVATION IN WETLAND
EXCAVATION IN WETLAND
TS
TEMP. FILL IN WETLAND
EXCAVATION IN WETLAND
V10=1.8fps
Q10=9cfs
SITE 29
SITE 30
SEE PERMIT DRAWING SHEET 69
FOR ENLARGEMENT
NA
D
83/ N S R S 2007
SEE PERMIT DRAWING SHEET 73
FOR ENLARGEMENT
F C C
F
F
F
F
F
C
F
C
C
C
F
F
F
C
F
F
F
F
JS
MIT
J
S
M
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JS MIT
J
S
MI
T
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S
M
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J
S
MI
T
SEE DETAIL 21C
TOE PROTECTION
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B
1
8
"

R
C
P
-
I
V

18" RCP-IV
18" RCP-IV 24" RCP-IV
RC
P
-
I
V
2
4
"
18
"
RC
P-
I
V
18" RCP-IV
2
4
"
RC
P-
I
V
2
@
6'
X
7'
R
C
B
C
75 SY GEOTEXTILE
35 TONS CL B RIPRAP
26'(AVG)X24' RIPRAP FLAT PAD
L=35', TONS CL I RIPRAP
FROM -L- STA. 442+60 TO STA. 442+48 LT.
L=50', 17 TONS CL I RIPRAP
FROM -L- STA. 443+56 TO STA. 443+70 RT.
DETAIL 21G
18"1.0'min.
BANK STABILIZATION
Type of Liner=CL I Rip-Rap, Keyed-In
( Not to Scale)
Until Refusal
Channel Bottom
Press Riprap into
Directed by Engineer
Riprap in Locations
Place Geotextile Under
1
0'

S
O
I
L
M
B

4
7

P
G

9
8
10
0
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A
C
C
E
S
S

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A
S
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-L1-
2
9
-
S
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2
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2
3

13
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11
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0
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2
0
2
3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
2GI 2GI
SEE DETAIL 21C
TOE PROTECTION
SEE DET
SPECIAL
2GI
2GI
2GI (A)2GI (A)
SEE DETAIL 21D
SPECIAL LATERAL 4' BASE DITCH
SEE DETAIL 21A
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 21F
CL I RIP RAP
BANK STABILIZATION
SEE DETAIL 21F
CL I RIP RAP
BANK STABILIZATION
SEE DETAIL 21G
CL I RIP RAP
BANK STABILIZATION
E E IN WETLAND
DENOTES EXCAVATION
T T FILL IN WETLAND
DENOTES TEMPORARY
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*
EXCAVATION IN WETLAND
TS TEMP. FILL IN WETLAND
EXCAVATION IN WETLAND
EXCAVATION IN WETLAND
TS
TEMP. FILL IN WETLAND
EXCAVATION IN WETLAND
GRAPHIC SCALE
0'
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V10=1.8fps
Q10=9cfs
NA
D
83/ N S R S 2007
20'20'40'60'
SHEET 73 OF 120
PERMIT DRAWING
ENLARGEMENT
SITE 29
4
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26'(AVG)X24' RIPRAP FLAT PAD
PROPOSED ROADWAY
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TB LT
TB RT
CULVERT CL
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SEE DEATAIL 'P'
NATIVE MATERIAL
BACKFILL CULVERT WITH
GRAPHIC SCALE
0'50'100'150'50'
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SHEET 74 OF 120
PERMIT DRAWING
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
N AND COMPUTATIONS
Stream Classification (Such as Trout, High Quality Water, etc.)
USGS QUAD MAP (SCOTTS HILL), STREAM STATS
10
20
30
40
0 5050100150200 100 150 200 250250
3.31:1 S
K
E
W
E
D
3:1
N
O
R
M
A
L
GP RTGP LT
WOODS
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
443
+
00
S=0.009 FT/FT
C/L INV. EL.=16.66'
SKEW=65 DEGREE
C/L GRADE POINT ELEV. = 33.50'
AND 1' SILLS AND BAFFLES IN NORTH BARREL
WITH 2.5' SILLS IN SOUTH BARREL
2@6'x7' RCBC BURIED 1'
C/L STATION 443+00.5 -L-
WETLAND
WETLAND WETLAND WETLAND
WETLAND
WETLAND
WETLAND
SITE 29
SITE 29 SITE 29 SITE 29
SITE 29
SITE 29
SITE 29
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SHEET 75 OF 120
PERMIT DRAWING
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
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5
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P
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2
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PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
20 20
30 30
40 40
10 10
443+00.0000
20 20
30 30
40 40
10 10
443+50.0000
20 20
30 30
40 40
10 10
444+00.0000
30 30
40 40
20 20444+50.0000
30 30
40 40
20 20445+00.0000
X-133R-3300A
-L1-
5 10
3:1
6
:1 5.324:1 0.040
0.040
30.43
20.21
3:
1
3
2
.
0
7
WETLANDS
3:1
6
:1 5.324:1 0.040
0.040
30.20
19.84
3:
1
3
1
.
8
3
WETLANDS
WETLANDS
END UNDERCUT STA. 443+93 ±
6
:1 5.324:1 0.040
0.040
30.09
21.43
3:
1
3
1
.
7
2
WETLANDS WETLANDS3:1
6
:1 5.324:1 0.040
0.040
30.11
23.99
3:
1
3
1
.
7
4
WETLANDS
3:1
6
:1
6
:1 5.324:1 0.040
0.040
30.26
25.12 24.77
3:1
3:1
WETLAND WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
SITE 30
SITE 30
SITE 30
SITE 30
SITE 30
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3
SHEET 76 OF 120
PERMIT DRAWING
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
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2
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2
3

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4
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N
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$
$
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
30 30
40 40
50 50
20 20
448+00.0000
30 30
40 40
50 50
20 20
448+50.0000
30 30
40 40
50 50
20 20
449+00.0000
30 30
40 40
50 50
20 20
449+50.0000
30 30
40 40
50 50
20 20
450+00.0000
X-135R-3300A
-L1-
5 10
6
:1 5.324:1 0.040
0.040
33.94
30.89
WETLANDSWETLANDS
3:
1
3:1
6
:1 5.324:1 0.040
0.040
35.01
31.17
WETLANDSWETLANDS
3:
1
3:1
3.92:1 6
:1 5.324:1 0.040
0.040
36.17
31.39
WETLANDS3:
1
4.16:1 6
:1 5.324:1 0.040
0.040
37.25
32.61
WETLANDS3:
1
4
.67
:1
4.76:1 6
:1 5.324:1 0.040
0.040
38.23
33.79
v
8' SOIL
8' SOIL
8' SOIL
WOODS
WOODS
8
' S
OIL
8
' S
O
IL
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
ET AL
MH ISLAND LLC
AMMO DUMP/LAKE+9 LLC
4
5
5
4
6
0
38
23
2
9
-
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P
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2
0
2
3

13
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA

2GI
SEE DETAIL 22A
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 22A
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 22A
SPECIAL LATERAL 'V' DITCH
2GI
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 461+83 TO STA. 462+33 RT.
DETAIL 22B
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 22B
SPECIAL LATERAL 2' BASE DITCH
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 463+25 TO STA. 464+00 LT.
DETAIL 22C
b=5 Ft.
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 23C
LATERAL 4' BASE DITCH
SEE DETAIL 22D
LATERAL 4' BASE DITCH
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM -L- STA. 455+37 TO STA. 456+78 LT.
FROM -L- STA. 454+40 TO STA. 455+30 LT.
FROM -L- STA. 450+90 TO STA. 454+04 LT.
Min. D=1 Ft.
DETAIL 22A
Ground
Natural
Flatter4:1 or
Slope
Fill
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1 STA. 459+12 MED.
DETAIL 22E
C Proposed Ditch
SEE DETAIL 22E
FS
SEE DETAIL 22F
FS
SEE DETAIL 22C
LAT. 2' BASE DITCH
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 460+67 TO STA. 465+00 RT.
DETAIL 22D
b=5 Ft.
B=4 Ft.
Min. D=2.5 Ft.
Ground
Natural
Slope
Fill
M
A
T
C
H
L
IN
E

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L
1-

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4
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0
0
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0

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E

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2
3
22
SEE SHEET 49 & 50 FOR -L1- PROFILE
N
A
D
83/ N
SRS 20
0
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/2
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0
2
3
GRAPHIC SCALE
0'50'100'150'50'
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*

V10=1.6fps
Q10=1.2cfs V10=1.2fps
Q10=1.7cfs V10=1.1fps
Q10=4.4cfs

V10=1.4fps
Q10=4.9cfs

V10=1.3fps
Q10=22cfs
EXCAVATION IN WETLAND
MECHANIZED CLEARING
EXCAVATION IN WETLAND
EXCAVATION IN WETLAND
MECHANIZED CLEARING
F
F
EXCAVATION IN WETLAND
E
FILL IN WETLAND
SITE 30
SITE 31
SITE 32 SITE 33
SHEET 77 OF 120
PERMIT DRAWING
V10=0.9fps
Q10=12cfs
V10=0.9fps
Q10=12cfs

V10=0.6fps
Q10=4.4cfs
C
F
C
F
F
F
F
F
F
F
C
F
2GI
11 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
16 SY GEOTEXTILE
5 TONS
OUTLET PROTECTION
RIP RAP CL B
2
4
" RC
P-
IV
2
4
"
RC
P-
I
V
30
" RC
P-I
V
23 SY GEOTEXTILE
10 TONS
OUTLET PROTECTION
RIP RAP CL I
18" RCP-IV
18
"

RC
P
-
I
V 36" RCP-IV
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B
18
"

RC
P
-
I
V
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
20:1 10:1
( Not to Scale)
FALSE SUMP
DETAIL 22F
Traffic Flow
Outside Ditch
1.
0
'

M
a
x
.
0
.
5
'

M
in
.
LS=Ditch Slope
S
C Proposed Ditch
L1 STA. 463+17 LT., TOP EL=34.11
v
8' SOIL
8' SOIL
8' SOIL
WOODS
WOODS
8
' S
OIL
8
' S
O
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WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
ET AL
MH ISLAND LLC
AMMO DUMP/LAKE+9 LLC
4
5
5
4
6
0
38
23 SHEET 78 OF 120
PERMIT DRAWING
2
9
-
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E
P
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2
0
2
3

13
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A
T

H
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R
B
0
8
2
0
2
3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
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Tel. [phone]
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FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
29
29
29
29
29
29
30 30
3
0
30
30
30
30
30
30
30 30
3
0
30
30
30
30
30
3 0
3 0
30
31
3
1
31
3
1
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
32
32
32
3
2
32
32
32
32
32
3
2
32
32
32
32
32
32
32
32
32
32
32
32
32
32
3232
32
32
3
2
32
32
33
33
33
33
33
3
3
3
3
33
33
3
3
33
3
3
33
33
33
33
33
33
33 33
33
33
33
33
33
33
33
3
3
3
3
34
34
3
4
34
3
4
34
34
34
34
3
4
34
3
4
34
3
4 3434
3
4
3
4
34
34
3
4
3
4
34
34
34
34
34
34
34
3
4
34
35
35
35
35
35
35
3
5
3
5
3
5
3
5
35
35
35
3
5
35
35
35
3
5
35
3
5
35
35
35
35 35
35
35
35
3
5
35
35
3
5
35
35
35
35
3
5
35
3
5
3
5
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35 36
3
6
36
36
36
36
3
6
36
36
36
3
6
36
36
3
6
3
6
36
36
36
36
3
6
3
6
3
6
3
6
3
6
36
36
3
6
36
3
6
36
36
36
3
6
36
36
36
36
36
3
6
36
3
7
37
37

2GI
SEE DETAIL 22A
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 22A
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 22A
SPECIAL LATERAL 'V' DITCH
2GI
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 461+83 TO STA. 462+33 RT.
DETAIL 22B
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 22B
SPECIAL LATERAL 2' BASE DITCH
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 463+25 TO STA. 464+00 LT.
DETAIL 22C
b=5 Ft.
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 23C
LATERAL 4' BASE DITCH
SEE DETAIL 22D
LATERAL 4' BASE DITCH
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM -L- STA. 455+37 TO STA. 456+78 LT.
FROM -L- STA. 454+40 TO STA. 455+30 LT.
FROM -L- STA. 450+90 TO STA. 454+04 LT.
Min. D=1 Ft.
DETAIL 22A
Ground
Natural
Flatter4:1 or
Slope
Fill
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1 STA. 459+12 MED.
DETAIL 22E
C Proposed Ditch
SEE DETAIL 22E
FS
SEE DETAIL 22F
FS
SEE DETAIL 22C
LAT. 2' BASE DITCH
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 460+67 TO STA. 465+00 RT.
DETAIL 22D
b=5 Ft.
B=4 Ft.
Min. D=2.5 Ft.
Ground
Natural
Slope
Fill
M
A
T
C
H
L
IN
E

-
L
1-

S
T
A

4
5
1+
0
0
.0
0

S
E
E

S
H
E
E
T

2
1
M
A
T
C
H
L
IN
E

-
L
1-

S
T
A

4
6
4
+
0
0
.0
0

S
E
E

S
H
E
E
T

2
3
22
SEE SHEET 49 & 50 FOR -L1- PROFILE
N
A
D
83/ N
SRS 20
0
7
N
:
\
N
C

H
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d
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\
M
17
0
0
6
_
R-
3
3
0
0
A

H
a
m
p
s
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a
d

B
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p
a
s
s
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H
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PERM
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_
En
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R3
3
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2
2
_
c
o
n
.
d
g
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e
r
9
/2
9
/2
0
2
3
GRAPHIC SCALE
0'50'100'150'50'
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*

V10=1.6fps
Q10=1.2cfs V10=1.2fps
Q10=1.7cfs V10=1.1fps
Q10=4.4cfs

V10=1.4fps
Q10=4.9cfs

V10=1.3fps
Q10=22cfs
EXCAVATION IN WETLAND
MECHANIZED CLEARING
EXCAVATION IN WETLAND
EXCAVATION IN WETLAND
MECHANIZED CLEARING
F
F
EXCAVATION IN WETLAND
E
FILL IN WETLAND
SITE 30
SITE 31
SITE 32 SITE 33
V10=0.9fps
Q10=12cfs
V10=0.9fps
Q10=12cfs

V10=0.6fps
Q10=4.4cfs
C
F
C
F
F
F
F
F
F
F
C
F
2GI
11 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
16 SY GEOTEXTILE
5 TONS
OUTLET PROTECTION
RIP RAP CL B
2
4
" RC
P-
IV
2
4
"
RC
P-
I
V
30
" RC
P-I
V
23 SY GEOTEXTILE
10 TONS
OUTLET PROTECTION
RIP RAP CL I
18" RCP-IV
18
"

RC
P
-
I
V 36" RCP-IV
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B
18
"

RC
P
-
I
V
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
20:1 10:1
( Not to Scale)
FALSE SUMP
DETAIL 22F
Traffic Flow
Outside Ditch
1.
0
'

M
a
x
.
0
.
5
'

M
in
.
LS=Ditch Slope
S
C Proposed Ditch
L1 STA. 463+17 LT., TOP EL=34.11
WETLAND
WETLAND
WETLAND
SITE 31
SITE 30
SITE 30
N
:
\
N
C

H
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d
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\
M
17
0
0
6
_
R
-
3
3
0
0
A

H
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p
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By
p
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p
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L1.
d
g
n
h
t
u
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n
e
r
9
/2
5
/2
0
2
3
SHEET 79 OF 120
PERMIT DRAWING
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
2
5
-
S
E
P
-
2
0
2
3

10
:
5
5
N
:
\
N
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H
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d
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M
1
7
0
0
6
_
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-
3
3
0
0
A

H
a
m
p
s
t
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a
d

B
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p
a
s
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v
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X
S
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3
3
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A
_
H
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p
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1
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d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
30 30
40 40
50 50
20 20
450+50.0000
30 30
40 40
50 50
20 20
451+00.0000
30 30
40 40
50 50
20 20
451+50.0000
30 30
40 40
50 50
20 20
452+00.0000
30 30
40 40
50 50
20 20
452+50.0000
X-136R-3300A
-L1-
5 10
5
.16
:1
4.52:1 6
:1 5.324:1 0.040
0.040
39.11
35.15
4
.74
:1
6
:1 5.324:1 0.040
0.040
39.89
35.44
WETLANDS
3:
1
35.33
3.75:1
4
.12
:1
6
:1 5.468:1 0.0320.032
40.60
35.58
3:
1
3.68:1
34.94
3.
53
:
1
6
:1 5.619:1 0.0250.020
41.23
34.90
3:
1
34.56
3.63:1
3:
1
6
:1 5.703:1 0.0250.009
41.75
34.97
WETLANDS
3:
1
34.17
3.44:1
WETLANDWETLAND
WETLAND WETLAND
SITE 32
SITE 32
N
:
\
N
C

H
y
d
r
o
\
M
17
0
0
6
_
R
-
3
3
0
0
A

H
a
m
p
s
t
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a
d

By
p
a
s
s
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p
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p
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L1.
d
g
n
h
t
u
r
n
e
r
9
/2
5
/2
0
2
3
SHEET 80 OF 120
PERMIT DRAWING
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
2
5
-
S
E
P
-
2
0
2
3

10
:
5
6
N
:
\
N
C

H
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d
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1
7
0
0
6
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3
3
0
0
A

H
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p
s
t
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a
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B
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v
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a
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n
g
s
\
X
S
C
\
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3
3
0
0
A
_
H
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p
e
r
m
_
x
p
l
_
L
1
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d
g
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$
$
$
$
U
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N
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M
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$
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$
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
30 30
40 40
50 50
20 20
453+00.0000
30 30
40 40
50 50
20 20
453+50.0000
30 30
40 40
50 50
20 20
454+00.0000
30 30
40 40
50 50
20 20
454+50.0000
30 30
40 40
50 50
20 20
455+00.0000
X-137R-3300A
-L1-
5 10
3.
18:
1
6
:1 5.789:1 0.0250.002
42.17
35.54
3.43:1
3:
1
34.34
3.
29
:
1
6
:1 5.878:1 0.0250.013
42.50
35.3834.81
3:
1
3.40:1
3.
15:
1
6
:1 5.987:1 0.0250.024
42.73
35.01
3:
1
3.30:1
35.29
3:
1
6
:1 6:1 0.0250.025
42.82
33.15
3:
1
34.33
3.21:1
3:
1
6
:1 6:1 0.0250.025
42.79
32.40
WETLANDS3:
1
33.56
3.12:1
WETLAND WETLAND
WETLAND
WETLAND
WETLAND
WETLANDWETLAND
SITE 33
SITE 33
SITE 33
SITE 33
SITE 33 SITE 33
N
:
\
N
C

H
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d
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6
_
R
-
3
3
0
0
A

H
a
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s
t
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a
d

By
p
a
s
s
\
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a
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_
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n
v
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m
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t
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in
g
s
\
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C
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p
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L1.
d
g
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h
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r
9
/2
5
/2
0
2
3
SHEET 81 OF 120
PERMIT DRAWING
30.3730.37
30.44
30.30
30.23
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
2
5
-
S
E
P
-
2
0
2
3

10
:
5
8
N
:
\
N
C

H
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d
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o
\
M
1
7
0
0
6
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3
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A

H
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v
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g
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$
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PROJ. REFERENCE NO.SHEET NO.0
6
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30 30
40 40
50 50
20 20
460+50.0000
40 40
50 50
30 30
461+00.0000
30 30
40 40
50 50
20 20
461+50.0000
30 30
40 40
50 50
20 20
462+00.0000
40 40
50 50
30 30
462+50.0000
X-140R-3300A
-L1-
5 10
5.13:1
6
:1 6:1 0.0250.025
39.50
33.67
3:
1
4
.
11
:1
5.10:1
6
:1 6:1 0.0250.025
39.24
33.31
3:1
3:
1
5
.67
:14.24:1
6
:1 6:1 0.0250.025
39.09
30.27
3:
1
30.30
3:1
5
.90
:14:1
6
:1 6:1 0.0250.025
39.06
32.00
3:
1
30.37
3:13:
1
32.38
3:1
5
.60
:1
6
:1 6:1 0.0250.025
39.15
33.76
3:
1 3:1
WETLANDS 3:1
12
" HD
P
E
8' SOIL
8
' S
OIL
8' SOIL
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
CP&L DRAWING # RW-D-1685 SHEET # 4
MB 47 PG 98
170' CP&L UTILITY EASEMENT
ET AL
MH ISLAND LLC
AMMO DUMP/LAKE+9 LLC
4
6
5
4
7
0
4
7
5
23
38
2
9
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P
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2
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2
3

13
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11
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3
3
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h
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3
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d
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H
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B
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8
2
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2
3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
WOVEN WIRE FENCE
WOVEN WIRE FENCE WOVEN WIRE FENCE
WOVEN WIRE FENCE
SEE DETAIL 23A
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 465+00 TO STA. 467+15 RT.
DETAIL 23D
b=5 Ft.
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 23B
SPECIAL LATERAL 4' BASE DITCH
SEE DETAIL 23C
LATERAL 4' BASE DITCH
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 460+67 TO STA. 465+00 RT.
DETAIL 23C
b=5 Ft.
B=4 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 464+00 TO STA. 464+50 LT.
DETAIL 23B
B=4 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM -L- STA. 467+90 TO STA. 469+62 LT.
Min. D=1 Ft.
DETAIL 23A
Ground
Natural
Flatter4:1 or
Slope
Fill
SEE DETAIL 23D
LATERAL 2' BASE DITCH
FROM -L- STA. 467+40 TO STA. 467+90 LT.
FROM -L- STA. 464+50 TO STA. 465+10 LT.
Fill Slope3:1 or Flatter
b=3 Ft.
d=1 Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL 23E
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
SEE DETAIL 23F
FS
SEE DETAIL 23F
FS
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1 STA. 469+38 MED.
L1 STA. 465+76 MED.
DETAIL 23F
C Proposed Ditch
SEE DETAIL 22C
LAT. 2' BASE DITCH
M
A
T
C
H
L
I
N
E

-
L
1-

S
T
A

4
6
4
+
0
0
.0
0

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E
E

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H
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T

2
2
M
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C
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L
IN
E

-
L
1-

S
T
A

4
7
7
+
0
0
.0
0

S
E
E

S
H
E
E
T

2
4
23
SEE SHEET 50 FOR -L1- PROFILE
N
:
\
N
C

H
y
d
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o
\
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17
0
0
6
_
R-
3
3
0
0
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H
a
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p
s
t
e
a
d

B
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p
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_
2
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.
d
g
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h
tu
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e
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9
/2
9
/2
0
2
3
E E IN WETLAND
DENOTES EXCAVATION
GRAPHIC SCALE
0'50'100'150'50'
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
**
*
**
*
*
V10=1.5fps
Q10=3.0cfsEXCAVATION IN WETLAND
E
E
F
F
F
MECHANIZED CLEARING
SITE 33
SITE 34
SITE 35
SITE 35 SITE 34
N
A
D
83
/ N
SRS 200
7
V10=1.4fps
Q10=4.9cfs
SHEET 82 OF 120
PERMIT DRAWING
C
F
F
F
F
C
C
F
F
F
F
F
F
F
F
2GI2GI
18
"

RC
P
-
I
V
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
30 SY GEOTEXTILE
15 TONS
OUTLET PROTECTION
RIP RAP CL I
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
18
"

RC
P
-
IV
3
6
"

RC
P
-
I
V
3
6
"

RC
P
-
I
V
36" RC P-IV
SEE DETAIL 23E
TOE PROTECTION
SEE DETAIL 23E
TOE PROTECTION
HW
EQ UA
L IZE R P IPE *
*DO NOT BURY EQUALIZER PIPES
E
Q
U
A
LIZ
E
R
P
IP
E

*
HW
PES
PES
PES
PES
12
" HD
P
E
8' SOIL
8
' S
OIL
8' SOIL
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
CP&L DRAWING # RW-D-1685 SHEET # 4
MB 47 PG 98
170' CP&L UTILITY EASEMENT
ET AL
MH ISLAND LLC
AMMO DUMP/LAKE+9 LLC
4
6
5
4
7
0
4
7
5
23
38
SHEET 83 OF 120
PERMIT DRAWING
2
9
-
S
E
P
-
2
0
2
3

13
:
11
p
s
t
e
a
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s
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3
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_
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B
0
8
2
0
2
3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
WOVEN WIRE FENCE
WOVEN WIRE FENCE WOVEN WIRE FENCE
WOVEN WIRE FENCE
31
31
32
32
32
32
32
32
3
3 33
33
33
33
33 33
33
33 33 33
33
33
33
3
3
3
4
3
4
34
34
34
34
34
34
34
34
34
34
34
34
3
4
34
34
34
34
34
34
34 34 34
34
34
34
34
34
34
34
34
34
3
4
3
4
3
4
3
5
3
5
3
5
35
35
35
35 35
35
35
35
35
35
3
5
35
35
35
35
3
5
35
35
35
35
35
35 35 35
35
35 35 35 35 35 35
3
5
3
5
3
5
35
35
353535
35
35
35
3535
35
35 35 35 35 35
35
35 35 35 35 35 35 35
35
353535353535
35
353535
35
35
3
5
3
5
35 35
35
3
5
35
3
5
35
36
36
36
36
36
36
36
3
6
3
6
36
36
3
6
36
36
36
36
36
3
6
36
36
3
6
36
36
36
36
36
36
36 36
36
36
36
36
36
36
36
36
36
36 36 36
36 36
36 36
36
36
36
36
36
3
6
3
6
36
36
36
36
36
36
3
6
37
3
7
37
37
37 37
37
37
37
37
3737
3
7
37
37
3
7
37
37
37
37
37
3
7
3
7
37
37
37
37
3
7
37
3 7
3
7
3
8
38
38
SEE DETAIL 23A
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 465+00 TO STA. 467+15 RT.
DETAIL 23D
b=5 Ft.
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 23B
SPECIAL LATERAL 4' BASE DITCH
SEE DETAIL 23C
LATERAL 4' BASE DITCH
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 460+67 TO STA. 465+00 RT.
DETAIL 23C
b=5 Ft.
B=4 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 464+00 TO STA. 464+50 LT.
DETAIL 23B
B=4 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM -L- STA. 467+90 TO STA. 469+62 LT.
Min. D=1 Ft.
DETAIL 23A
Ground
Natural
Flatter4:1 or
Slope
Fill
SEE DETAIL 23D
LATERAL 2' BASE DITCH
FROM -L- STA. 467+40 TO STA. 467+90 LT.
FROM -L- STA. 464+50 TO STA. 465+10 LT.
Fill Slope3:1 or Flatter
b=3 Ft.
d=1 Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL 23E
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
SEE DETAIL 23F
FS
SEE DETAIL 23F
FS
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1 STA. 469+38 MED.
L1 STA. 465+76 MED.
DETAIL 23F
C Proposed Ditch
SEE DETAIL 22C
LAT. 2' BASE DITCH
M
A
T
C
H
L
I
N
E

-
L
1-

S
T
A

4
6
4
+
0
0
.0
0

S
E
E

S
H
E
E
T

2
2
M
A
T
C
H
L
IN
E

-
L
1-

S
T
A

4
7
7
+
0
0
.0
0

S
E
E

S
H
E
E
T

2
4
23
SEE SHEET 50 FOR -L1- PROFILE
N
:
\
N
C

H
y
d
r
o
\
M
17
0
0
6
_
R-
3
3
0
0
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H
a
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p
s
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a
d

B
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tu
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9
/2
9
/2
0
2
3
E E IN WETLAND
DENOTES EXCAVATION
GRAPHIC SCALE
0'50'100'150'50'
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
**
*
**
*
*
V10=1.5fps
Q10=3.0cfsEXCAVATION IN WETLAND
E
E
F
F
F
MECHANIZED CLEARING
SITE 33
SITE 34
SITE 35
SITE 35 SITE 34
N
A
D
83
/ N
SRS 200
7
V10=1.4fps
Q10=4.9cfs
C
F
F
F
F
C
C
F
F
F
F
F
F
F
F
2GI2GI
18
"

RC
P
-
I
V
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
30 SY GEOTEXTILE
15 TONS
OUTLET PROTECTION
RIP RAP CL I
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
18
"

RC
P
-
IV
3
6
"

RC
P
-
I
V
3
6
"

RC
P
-
I
V
36" RC P-IV
SEE DETAIL 23E
TOE PROTECTION
SEE DETAIL 23E
TOE PROTECTION
HW
EQ UA
L IZE R P IPE *
*DO NOT BURY EQUALIZER PIPES
E
Q
U
A
LIZ
E
R
P
IP
E

*
HW
PES
PES
PES
PES
8' SOIL
8' SOIL
8' SOIL
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
12
' S
OIL
12
' S
OIL
WOODS
WOODS
BM15
CAMERON COMPANY LIMITED PARTNER
MB 6
1 P
G 89
MB 47 P
G 98
DB 159
2 P
G 292
70' DU
KE
P
R
OGR
E
S
S
E
NE
R
GY
E
AS
E
ME
NT
CP&L DRAWING # RW-D-1685 SHEET # 4
MB 47 PG 98
170' CP&L UTILITY EASEMENT
MH ISLAND LLC ET AL
AMMO DUMP/LAKE+9 LLC
4
8
0
4
8
5
4
9
0
4
9
0
23
38
24
2
9
-
S
E
P
-
2
0
2
3

13
:
11
m
p
s
t
e
a
d

B
y
p
a
s
s
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B
0
8
2
0
2
3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
WOVEN WIRE FENCE
WOVEN WIRE FENCE WOVEN WIRE FENCE
WOVEN WIRE FENCE
GRADE TO DRAIN
GRADE TO DRAIN
DRAIN
TO
GRADE
M
A
T
C
H
L
IN
E

-
L
1-

S
T
A

4
7
7
+
0
0
.0
0

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E
E

S
H
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E
T

2
3
M
A
T
C
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E

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L
1-

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4
9
0
+
0
0
.0
0

S
E
E

S
H
E
E
T

2
5
24
SEE SHEETS 50 & 51 FOR -L1- PROFILEGRAPHIC SCALE
0'50'100'150'50'WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
N
:
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p
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2
4
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d
g
n
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9
/2
9
/2
0
2
3
IN WETLAND
EXCAVATION
E E IN WETLAND
DENOTES EXCAVATION
SITE 35
N
A
D
83
/ N
SRS 20
0
7
SHEET 84 OF 120
PERMIT DRAWING
V10=0.6fps
Q10=2.7cfs
F
F
F
F
F
F
FF
F
F
F
2GI2GI
3
6
"

RC
P
-
IV
3
6
"

RC
P
-
I
V
3
6
"

RC
P
-
I
V
18" RCP-IV 18" RCP-IV
22 SY GEOTEXTILE
7 TONS
OUTLET PROTECTION
RIP RAP CL B
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B
18" RC
P
-IV 3
6
"
R
C
P-
I
V
3
6
"
R
C
P-
I
V
2GI
EQ
U
A
LIZ
E
R
P
IP
E
*
*DO NOT BURY EQUALIZER PIPES
EQ
U
A
LIZ
E
R
P
IP
E

*
E
Q
U
A
LIZ
E
R
P
IP
E

*
PES
PES
PES
PES
PES
PES
PES
PES
8' SOIL
8' SOIL
8' SOIL
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
12
' S
OIL
12
' S
OIL
WOODS
WOODS
BM15
CAMERON COMPANY LIMITED PARTNER
MB 6
1 P
G 89
MB 47 P
G 98
DB 159
2 P
G 292
70' DU
KE
P
R
OGR
E
S
S
E
NE
R
GY
E
AS
E
ME
NT
CP&L DRAWING # RW-D-1685 SHEET # 4
MB 47 PG 98
170' CP&L UTILITY EASEMENT
MH ISLAND LLC ET AL
AMMO DUMP/LAKE+9 LLC
4
8
0
4
8
5
4
9
0
4
9
0
23
38
24
SHEET 85 OF 120
PERMIT DRAWING
2
9
-
S
E
P
-
2
0
2
3

13
:
11
p
s
t
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a
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2
0
2
3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
WOVEN WIRE FENCE
WOVEN WIRE FENCE WOVEN WIRE FENCE
WOVEN WIRE FENCE
35
35 35
35
35
36
36
36
36
3636
36
36
36
3
6
3
7
3
7
37
37
37
3
7
3
7
3
7
3
7
37
37
37
37
3
737
37
37
3
7
37
37
37
37 37
37
37 37
3737
37
37
37
37
37
37
37
37
37
37
3
7
37
37
37
37
3
7
37
37
3
7
37
3
7
3
7
37
37
37
37
3
7
37
37
37
3
7
37
3
7
37
37
37
37
37
37
3737
37
37
37
3
7
3
7
37
37
37
37
3
7
37
37
37
38
38
38
38
3
8
38
38
38
38
38
3
8
38
38
38
38
3
8
38
38
38
38
38
38
39
GRADE TO DRAIN
GRADE TO DRAIN
DRAIN
TO
GRADE
M
A
T
C
H
L
IN
E

-
L
1-

S
T
A

4
7
7
+
0
0
.0
0

S
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E

S
H
E
E
T

2
3
M
A
T
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E

-
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T
A

4
9
0
+
0
0
.0
0

S
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E

S
H
E
E
T

2
5
24
SEE SHEETS 50 & 51 FOR -L1- PROFILEGRAPHIC SCALE
0'50'100'150'50'WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
N
:
\
N
C

H
y
d
r
o
\
M
17
0
0
6
_
R-
3
3
0
0
A

H
a
m
p
s
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a
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Byp
a
s
s
\
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a
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4
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c
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.
d
g
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h
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u
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e
r
9
/2
9
/2
0
2
3
IN WETLAND
EXCAVATION
E E IN WETLAND
DENOTES EXCAVATION
SITE 35
N
A
D
83
/ N
SRS 20
0
7
V10=0.6fps
Q10=2.7cfs
F
F
F
F
F
F
FF
F
F
F
2GI2GI
3
6
"

RC
P
-
IV
3
6
"

RC
P
-
I
V
3
6
"

RC
P
-
I
V
18" RCP-IV 18" RCP-IV
22 SY GEOTEXTILE
7 TONS
OUTLET PROTECTION
RIP RAP CL B
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B
18" RC
P
-IV 3
6
"
R
C
P-
I
V
3
6
"
R
C
P-
I
V
2GI
EQ
U
A
LIZ
E
R
P
IP
E
*
*DO NOT BURY EQUALIZER PIPES
EQ
U
A
LIZ
E
R
P
IP
E

*
E
Q
U
A
LIZ
E
R
P
IP
E

*
PES
PES
PES
PES
PES
PES
PES
PES
WETLANDWETLAND
WETLAND WETLAND
WETLAND
WETLAND
WETLAND
SITE 34SITE 34
SITE 34 SITE 34
SITE 34
SITE 34
SITE 34
N
:
\
N
C

H
y
d
r
o
\
M
17
0
0
6
_
R
-
3
3
0
0
A

H
a
m
p
s
t
e
a
d

By
p
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s
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n
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3
0
0
A
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p
e
r
m
_
x
p
l_
L1.
d
g
n
h
t
u
r
n
e
r
9
/2
5
/2
0
2
3
SHEET 86 OF 120
PERMIT DRAWING
34.68
33.88
34.28
33.48
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
2
5
-
S
E
P
-
2
0
2
3

10
:
5
9
N
:
\
N
C

H
y
d
r
o
\
M
1
7
0
0
6
_
R
-
3
3
0
0
A

H
a
m
p
s
t
e
a
d

B
y
p
a
s
s
\
H
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d
r
a
u
l
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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
\
X
S
C
\
R
3
3
0
0
A
_
H
y
d
_
p
e
r
m
_
x
p
l
_
L
1
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
40 40
50 50
30 30468+00.0000
40 40
50 50
30 30468+50.0000
40 40
50 50
30 30469+00.0000
40 40
50 50
30 30469+50.0000
40 40
50 50
30 30470+00.0000
X-143R-3300A
-L1-
5 10
6
:1 6:1 0.0250.025
40.85
35.43
3:
1
33.48
3.54:1WETLANDS
4
.84
:1
6
:1 6:1 0.0250.025
41.01
35.56
3:
1
33.88
4.20:1 4
.82
:1
6
:1 6:1 0.0250.025
41.16
35.74
3:
1
34.28
4.49:1 4
.4
8
:1
6
:1 6:1 0.0250.025
41.32
35.63
3:
1
34.68
4.58:1
3:
1
6
:1 6:1 0.0250.025
41.47
35.75
WETLANDS WETLANDS3
:13:1
WETLAND
SITE 35
WETLAND
SITE 35
WETLAND
SITE 35
WETLAND
SITE 35
WETLAND
SITE 35
N
:
\
N
C

H
y
d
r
o
\
M
17
0
0
6
_
R
-
3
3
0
0
A

H
a
m
p
s
t
e
a
d

By
p
a
s
s
\
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d
r
a
u
li
c
s
\
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E
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ITS
_
E
n
v
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n
m
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n
t
a
l\
D
r
a
w
in
g
s
\
XS
C
\
R3
3
0
0
A
_
H
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p
e
r
m
_
x
p
l_
L1.
d
g
n
h
t
u
r
n
e
r
9
/2
5
/2
0
2
3
SHEET 87 OF 120
PERMIT DRAWING
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
2
5
-
S
E
P
-
2
0
2
3

11
:
0
0
N
:
\
N
C

H
y
d
r
o
\
M
1
7
0
0
6
_
R
-
3
3
0
0
A

H
a
m
p
s
t
e
a
d

B
y
p
a
s
s
\
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
\
X
S
C
\
R
3
3
0
0
A
_
H
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d
_
p
e
r
m
_
x
p
l
_
L
1
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
40 40
50 50
30 30475+50.0000
40 40
50 50
30 30476+00.0000
40 40
50 50
30 30476+50.0000
40 40
50 50
30 30477+00.0000
40 40
50 50
30 30477+50.0000
X-146R-3300A
-L1-
5 10
6
:1 6:1 0.0250.025
43.17
36.49
WETLANDS WETLANDS3:
1
3:1
6
:1 6:1 0.0250.025
43.30
36.52
WETLANDS WETLANDS3:
1
3:1
6
:1 6:1 0.0250.025
43.37
36.63
WETLANDS WETLANDS3:
1
3:1
6
:1 6:1 0.0250.025
43.38
36.66
WETLANDS WETLANDS3:
1
3:1
6
:1 6:1 0.0250.025
43.32
36.63
WETLANDS WETLANDS3:
1
3:1
12" RCP
B
S
T
8' SOIL
8' S
OIL
SOIL
SOIL
12
" CMP
15
"
R
C
P
G
R
A
P
E
VI
N
E
1S
B
K
D
1S
F
D
S
W
10' GR
1
8
"
R
C
P
18
"
R
C
P
15' BST
15' BST
S
S
SO
IL
SOIL
WILLIAM J. VANTRAVIS, ET UX
JULIA S. JONESWILLIAM VAN TRAVIS, ET UX
ALICE POWELL, HEIRS
EIR
EIRDESTROYED
CONC R/W
WOODS
WOODS
WOODS
WOODS
WOODS WOODS
WOODS
WOODS
M
O
STL
Y
CLE
A
RCU
T
POND
SEELEY'S BRANCH
SEELEY'S BRANCH
3
6
"

C
M
P
SOIL
T
T
S
B
'
0
2

D
R
K
E
E
RC
NO
SI
R
RAH

3
7
51

R
S
EXIS
T
ING
R/
W
EXIS
T
ING

R/
W
LIMITED PARTNER
CAMERON COMPANY
2
0'
B
S
T
S
R
1
5
7
3
H
A
R
R
I
S
O
N

C
R
E
E
K
R
D
M
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STL
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CLE
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RC
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T
JTV INVESTMENTS, LLC
PARKS FAMILY FORESTRY, LLC
PARKS FAMILY FORESTRY, LLC
JTV INVESTMENTS, LLC
PARKS FAMILY FORESTRY, LLC
6
0
.0
0
'
CP&L DRAWING # RW-D-1685 SHEET # 4
MB 47 PG 98
170' CP&L UTILITY EASEMENT
20
25
5
2
5
5
2
0
25
24
29
30
29
25
25
24
29
10
06
31
2
9
-
S
E
P
-
2
0
2
3

13
:
11
m
p
s
t
e
a
d

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p
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a
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M
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S
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n
v
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d
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R
B
0
8
2
0
2
3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
S
S
S
S
E
E
E
2GI 2GI2GI
SEE DETAIL 27C
LATERAL 'V' DITCH
SEE DETAIL 27H
FLOODPLAIN BENCH
2GI
SEE DETAIL 27B
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 27A
SPECIAL LATERAL 4' BASE DITCH
SEE DETAIL 27
LATERAL 2' BASE DITCH
2GI 2GI
SEE DETAIL 26B
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 27A
SPECIAL LATERAL 4' BASE DITCH
SEE DETAIL 27D
LATERAL 2' BASE DITCH
SEE DETAIL 27D
LATERAL 2' BASE DITCH
2GI
2GI
LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
b
1"/Ft.
FROM -Y35- STA. 24+20 TO STA. 29+50 RT.
b=5 Ft.
Min. D=1 Ft.
DETAIL 27C
Ground
Natural
Slope
Fill
SEE DETAIL 27F
EMBANKMENT PROTECTION
SEE DETAIL 27E
FS
SEE DETAIL 27G
FS
SEE DETAIL 27H
FLOODPLAIN BENCH
DETAIL 27H
SEE DETAIL 27D
LATERAL 4' BASE DITCH
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -Y35- STA. 24+69 TO STA. 28+00 LT., B=2 Ft.
FROM -Y35- STA. 19+75 TO STA. 22+00 RT., B=2 Ft.
FROM -Y35- STA. 14+25 TO STA. 19+50 RT., B=2 Ft.
FROM -L1REV- STA. 524+55 TO STA. 525+00 LT., B=4 Ft.
DETAIL 27D
Ground
Natural
Slope
Fill

b=5 Ft.
B=See below
Min. D=1 Ft.
SEE DETAIL 27K
STD 4' BASE DITCH
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L1REV- STA. 524+62 TO STA. 527+50 RT
DETAIL 27B
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
DETAIL 27A
B=4 Ft.
Min. D=1 Ft.
Ground
Natural
FROM -L1REV- STA. 524+26 TO STA. 528+11 LT
FROM -L1REV- STA. 519+47 TO STA. 521+51 LT
Slope
Fill
M
A
T
C
H
L
IN
E

-
L
1-

S
T
A

5
1
6
+
0
0
.0
0

S
E
E

S
H
E
E
T

2
6
M
AT
C
H
L
IN
E

-
L1-

S
T
A

5
2
9
+
0
0
.0
0

S
E
E

S
H
E
E
T

2
8
MATCHLINE -Y35- STA 19+00.00 SEE SHEET 37
MATCHLINE -Y35- STA 27+00.00 SEE SHEET 38
27
SEE SHEET 64 FOR -Y35- PROFILE
SEE SHEET 52 FOR -L1- PROFILE
N
A
D
83
/ N
SRS 2007
WETLAND
DENOTES FILL INFF
E E IN WETLAND
DENOTES EXCAVATION
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
N
:
\
N
C

H
yd
r
o
\
M
17
0
0
6
_
R-
3
3
0
0
A

H
a
m
p
s
t
e
a
d

By
p
a
s
s
\
H
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d
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a
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li
c
s
\
P
E
RM
ITS
_
En
v
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n
ta
l\
D
r
a
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in
g
s
\
R3
3
0
0
A
_
h
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d
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p
s
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_
2
7
.
d
g
n
h
tu
r
n
e
r
9
/2
9
/2
0
2
3
EXCAVATION IN WETLAND
MECHANIZED CLEARING IN WETLAND
EXCAVATION IN WETLAND
EXCAVATION IN WETLAND
FILL IN WETLAND
SITE 36
SITE 37
SITE 37
SITE 38
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1REV STA. 528+23 MED.
DETAIL 27G
C Proposed Ditch
SHEET 88 OF 120
PERMIT DRAWING
GRAPHIC SCALE
0'50'100'150'50'
SEE PERMIT DRAWING SHEET 90
FOR ENLARGEMENT
b
D
( Not to Scale)
FLOODPLAIN BENCH
1"/Ft.
DETAIL 27H
Ground
Natural
Fill Slope
Proposed
3:
1
3:1
Type of Liner= CL I RIP RAP
1
2
B1
2B
2:1
Ground
Natural
d
2@7'x8' RCBC
Min. d=1 Ft.
Min. D=2 Ft.
b=10 Ft.
B=7 Ft.
B=7 Ft.BURY DEPTH
2.0' SILLS AND
GEOTEXTILE Exist. Channel
GEOTEXTILE
GEOTEXTILE
BURY DEPTH
1.0' SILLS AND
DDE=430 CY, 400 TONS RIP RAP, 700 SY GEOTEXTILE
FROM -Y35- STA. 20+80 TO STA. 22+71 LT., L=191'
DDE=1125 CY, 621 TONS RIP RAP, 1100 SY GEOTEXTILE
FROM -L1REV- STA. 520+34 TO STA. 522+15 RT.,L=203'
18" (TYP.)
INLET AND OUTLET
SILLS AT
(NOT TO SCALE)
PLAN VIEW
HIGH SILL
7'
8'
ALLOW TO SILT IN BETWEEN SILLS.
5) NO BAFFLES REQUIRED DUE TO FLAT SLOPES.
ABOVE BANK FULL.
4) DO NOT SET ELEVATION OF HIGH SILL
CHANNEL OF STREAM. (THALWEG)
STREAM BED ELEVATION IN LOW FLOW
3) TOP OF LOW FLOW SILLS SHOULD MATCH
SEPARATELY AND ATTACHED BY DOWELS.
2) SILLS ARE TO BE 1.0 FT. WIDE, CAST

MAY BE SUBJECT TO PERMIT CONDITIONS.
SUBJECT TO APPROVAL BY THE ENGINEER AND
FOR ANIMAL PASSAGE. NATIVE MATERIAL IS
FILL VOIDS AND PROVIDE A FLAT SURFACE
MATERIAL SHOULD BE PLACED ON TOP TO
HIGH FLOW CULVERT BARREL(S), NATIVE
BARREL(S). IF RIP-RAP IS USED TO LINE THE
BED MATERIAL IN THE HIGH FLOW CULVERT
MAY BE USED TO SUPPLEMENT THE NATIVE
THE LOW FLOW CULVERT BARREL. RIP-RAP
THE STREAM BED MAY BE USED TO LINE
ONLY MATERIAL THAT IS EXCAVATED FROM
THE PROJECT SITE DURING CONSTRUCTION.
FROM THE THE STREAM OR FLOODPLAIN AT
CONSISTS OF MATERIAL THAT IS EXCAVATED
LOW FLOW CHANNEL. NATIVE MATERIAL
CULVERT SHALL PROVIDE A CONTINUOUS
1) NATIVE MATERIAL BETWEEN SILLS IN THE
*NOTES:
1.0'
2.0'
7'
AND FLOOD PLAIN BENCH
LOW FLOW CHANNEL,SILLS
SKEWED MULTI- BARREL CULVERT
BENCH
FLOOD PLAIN BENCH
FLOOD PLAIN
1'
SILL HEIGHT
BACK FILL WITH NATIVE MATERIAL TO
SILL
SILL
SILL
GEWLAHT
GEWLAHT
DETAIL 'PP'
9/23
SILLS AND FLOOD PLAIN BENCH DETAIL 'PP'
SEE SKEWED MULTI-BARREL CULVERT LOW FLOW CHANNEL
BACKFILL NORMAL FLOW BARREL WITH 1' NATIVE MATERIAL
REALIGN US CHANNEL TO FLOW THRU EAST BARREL
SEE DETAIL WITH CLASS I RIP RAP
CHANNEL IMPROVEMENTS, BANK STABILIZATION
PROP. 2@7'X8' RCBC NOTES:
b
D
( Not to Scale)
EMBANKMENT PROTECTION
1"/Ft.
DETAIL 27F
Ground
Natural
Exist. Channel
Fill Slope
Proposed
3:1
Type of Liner= CL I RIP RAP
B
2:1
Ground
Natural
d
2@7'x8' RCBC
BURY DEPTH
2.0' SILLS AND
BURY DEPTH
1.0' SILLS AND
GEOTEXTILE
GEOTEXTILE
Min. d=1 Ft.
Min. D=2 Ft.
b=10 Ft.
B=7 Ft.
DDE=20 CY, 52 TONS RIP RAP, 105 SY GEOTEXTILE
FROM -Y35- STA. 20+25 TO STA. 20+80 LT., L=55'
F
F
F
F
C
C
F
F
C
F
C C
C
F
F
F
F
F
JS MIT JS MIT
JS
M
IT
JS MIT
JS MIT
JS M IT
JS M IT
JS MIT
JS MIT JS MIT
JS MITJS MIT
J
S
MI
T
JS MIT
REMOVE
REMOVE
2
4
"
R
C
P-
I
V
2
4
"
R
C
P
-
I
V
14 SY GEOTEXTILE
5 TONS
OUTLET PROTECTION
RIP RAP CL B
2
4
"

RC
P
-
I
V
2
4
"

RC
P
-
IV
RCP-IV
18"
14 SY GEOTEXTILE
5 TONS
OUTLET PROTECTION
RIP RAP CL B
18" RCP-IV
3
6
"

RC
P-
I
V
3
6
"
RC
P
-
I
V
3
6
"

RC
P-
IV
HW
2
4
"
RC
P-
I
V
RCP-IV
18"
2@7'X8' RCBC
2
4
"
R
C
P
-
I
V
170°0'0"
SEE DETAIL 27J
CL I RIP RAP
BANK STABILIZATION
SEE DETAIL 27J
CL I RIP RAP
BANK STABILIZATION
20:1 10:1
( Not to Scale)
FALSE SUMP
DETAIL 27E
Traffic Flow
Outside Ditch
1.
0
'

M
a
x.
0
.
5
'

M
in
.
LS=Ditch Slope
S
C Proposed Ditch
L1REV STA. 527+80 RT., TOP EL=35.86
B
3:13:
1 D
( Not to Scale)
STANDARD BASE DITCH
L=27', S=0.76%, DDE=18CY
FROM L1REV STA. 524+29 TO 524+55 LT.
DETAIL 27K
B=4 Ft.
Min. D=1 Ft.
Ground
Natural
Ground
Natural
12" RCP
B
S
T
8' SOIL
8' S
OIL
SOIL
SOIL
12
" CMP
15
"
R
C
P
G
R
A
P
E
VI
N
E
1S
B
K
D
1S
F
D
S
W
10' GR
1
8
"
R
C
P
18
"
R
C
P
15' BST
15' BST
S
S
SO
IL
SOIL
WILLIAM J. VANTRAVIS, ET UX
JULIA S. JONESWILLIAM VAN TRAVIS, ET UX
ALICE POWELL, HEIRS
EIR
EIRDESTROYED
CONC R/W
WOODS
WOODS
WOODS
WOODS
WOODS WOODS
WOODS
WOODS
M
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A
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SEELEY'S BRANCH
SEELEY'S BRANCH
3
6
"

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T
T
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B
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0
2

D
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RC
NO
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3
7
51

R
S
EXIS
T
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R/
W
EXIS
T
ING

R/
W
LIMITED PARTNER
CAMERON COMPANY
2
0'
B
S
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S
R
1
5
7
3
H
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E
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JTV INVESTMENTS, LLC
PARKS FAMILY FORESTRY, LLC
PARKS FAMILY FORESTRY, LLC
JTV INVESTMENTS, LLC
PARKS FAMILY FORESTRY, LLC
6
0
.0
0
'
CP&L DRAWING # RW-D-1685 SHEET # 4
MB 47 PG 98
170' CP&L UTILITY EASEMENT
20
25
5
2
5
5
2
0
25
24
29
30
29
25
25
24
29
10
06
31
SHEET 89 OF 120
PERMIT DRAWING
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1REV STA. 528+23 MED.
DETAIL 27G
C Proposed Ditch
INLET AND OUTLET
SILLS AT
(NOT TO SCALE)
PLAN VIEW
HIGH SILL
7'
8'
ALLOW TO SILT IN BETWEEN SILLS.
5) NO BAFFLES REQUIRED DUE TO FLAT SLOPES.
ABOVE BANK FULL.
4) DO NOT SET ELEVATION OF HIGH SILL
CHANNEL OF STREAM. (THALWEG)
STREAM BED ELEVATION IN LOW FLOW
3) TOP OF LOW FLOW SILLS SHOULD MATCH
SEPARATELY AND ATTACHED BY DOWELS.
2) SILLS ARE TO BE 1.0 FT. WIDE, CAST

MAY BE SUBJECT TO PERMIT CONDITIONS.
SUBJECT TO APPROVAL BY THE ENGINEER AND
FOR ANIMAL PASSAGE. NATIVE MATERIAL IS
FILL VOIDS AND PROVIDE A FLAT SURFACE
MATERIAL SHOULD BE PLACED ON TOP TO
HIGH FLOW CULVERT BARREL(S), NATIVE
BARREL(S). IF RIP-RAP IS USED TO LINE THE
BED MATERIAL IN THE HIGH FLOW CULVERT
MAY BE USED TO SUPPLEMENT THE NATIVE
THE LOW FLOW CULVERT BARREL. RIP-RAP
THE STREAM BED MAY BE USED TO LINE
ONLY MATERIAL THAT IS EXCAVATED FROM
THE PROJECT SITE DURING CONSTRUCTION.
FROM THE THE STREAM OR FLOODPLAIN AT
CONSISTS OF MATERIAL THAT IS EXCAVATED
LOW FLOW CHANNEL. NATIVE MATERIAL
CULVERT SHALL PROVIDE A CONTINUOUS
1) NATIVE MATERIAL BETWEEN SILLS IN THE
*NOTES:
1.0'
2.0'
7'
AND FLOOD PLAIN BENCH
LOW FLOW CHANNEL,SILLS
SKEWED MULTI- BARREL CULVERT
BENCH
FLOOD PLAIN BENCH
FLOOD PLAIN
1'
SILL HEIGHT
BACK FILL WITH NATIVE MATERIAL TO
SILL
SILL
SILL
GEWLAHT
GEWLAHT
DETAIL 'PP'
9/23
INLET AND OUTLET
SILLS AT
(NOT TO SCALE)
PLAN VIEW
HIGH SILL
7'
8'
ALLOW TO SILT IN BETWEEN SILLS.
5) NO BAFFLES REQUIRED DUE TO FLAT SLOPES.
ABOVE BANK FULL.
4) DO NOT SET ELEVATION OF HIGH SILL
CHANNEL OF STREAM. (THALWEG)
STREAM BED ELEVATION IN LOW FLOW
3) TOP OF LOW FLOW SILLS SHOULD MATCH
SEPARATELY AND ATTACHED BY DOWELS.
2) SILLS ARE TO BE 1.0 FT. WIDE, CAST

MAY BE SUBJECT TO PERMIT CONDITIONS.
SUBJECT TO APPROVAL BY THE ENGINEER AND
FOR ANIMAL PASSAGE. NATIVE MATERIAL IS
FILL VOIDS AND PROVIDE A FLAT SURFACE
MATERIAL SHOULD BE PLACED ON TOP TO
HIGH FLOW CULVERT BARREL(S), NATIVE
BARREL(S). IF RIP-RAP IS USED TO LINE THE
BED MATERIAL IN THE HIGH FLOW CULVERT
MAY BE USED TO SUPPLEMENT THE NATIVE
THE LOW FLOW CULVERT BARREL. RIP-RAP
THE STREAM BED MAY BE USED TO LINE
ONLY MATERIAL THAT IS EXCAVATED FROM
THE PROJECT SITE DURING CONSTRUCTION.
FROM THE THE STREAM OR FLOODPLAIN AT
CONSISTS OF MATERIAL THAT IS EXCAVATED
LOW FLOW CHANNEL. NATIVE MATERIAL
CULVERT SHALL PROVIDE A CONTINUOUS
1) NATIVE MATERIAL BETWEEN SILLS IN THE
*NOTES:
1.0'
2.0'
7'
AND FLOOD PLAIN BENCH
LOW FLOW CHANNEL,SILLS
SKEWED MULTI- BARREL CULVERT
BENCH
FLOOD PLAIN BENCH
FLOOD PLAIN
1'
SILL HEIGHT
BACK FILL WITH NATIVE MATERIAL TO
SILL
SILL
SILL
GEWLAHT
GEWLAHT
DETAIL 'PP'
9/23
2
9
-
S
E
P
-
2
0
2
3

13
:
11
p
s
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
23
242525
25
26
26
26
2
6
2
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2
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33
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3333
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3
4
34
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343
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35
3
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5
3
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35
3
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3
5
3
5
35
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35
3
5
35
35
35
35
35
35
35
3
5
36
36
3
6
3
6
36
36
36
36
3
6
3
636
3
6
3
6
36
36
36
36
36
36
3
6
36
36
37
37
37
3
7
3
7
3
7
37
3
7
3
7
37
3
7
37
3
8
38
3
8
3
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38
3
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3
9
3
9
3
9
40
40
4
0
S
S
S
S
E
E
E
2GI 2GI2GI
SEE DETAIL 27C
LATERAL 'V' DITCH
SEE DETAIL 27H
FLOODPLAIN BENCH
2GI
SEE DETAIL 27B
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 27A
SPECIAL LATERAL 4' BASE DITCH
SEE DETAIL 27
LATERAL 2' BASE DITCH
2GI 2GI
SEE DETAIL 26B
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 27A
SPECIAL LATERAL 4' BASE DITCH
SEE DETAIL 27D
LATERAL 2' BASE DITCH
SEE DETAIL 27D
LATERAL 2' BASE DITCH
2GI
2GI
LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
b
1"/Ft.
FROM -Y35- STA. 24+20 TO STA. 29+50 RT.
b=5 Ft.
Min. D=1 Ft.
DETAIL 27C
Ground
Natural
Slope
Fill
SEE DETAIL 27F
EMBANKMENT PROTECTION
SEE DETAIL 27E
FS
SEE DETAIL 27G
FS
SEE DETAIL 27H
FLOODPLAIN BENCH
DETAIL 27H
SEE DETAIL 27D
LATERAL 4' BASE DITCH
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -Y35- STA. 24+69 TO STA. 28+00 LT., B=2 Ft.
FROM -Y35- STA. 19+75 TO STA. 22+00 RT., B=2 Ft.
FROM -Y35- STA. 14+25 TO STA. 19+50 RT., B=2 Ft.
FROM -L1REV- STA. 524+55 TO STA. 525+00 LT., B=4 Ft.
DETAIL 27D
Ground
Natural
Slope
Fill

b=5 Ft.
B=See below
Min. D=1 Ft.
SEE DETAIL 27K
STD 4' BASE DITCH
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L1REV- STA. 524+62 TO STA. 527+50 RT
DETAIL 27B
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
DETAIL 27A
B=4 Ft.
Min. D=1 Ft.
Ground
Natural
FROM -L1REV- STA. 524+26 TO STA. 528+11 LT
FROM -L1REV- STA. 519+47 TO STA. 521+51 LT
Slope
Fill
M
A
T
C
H
L
IN
E

-
L
1-

S
T
A

5
1
6
+
0
0
.0
0

S
E
E

S
H
E
E
T

2
6
M
AT
C
H
L
IN
E

-
L1-

S
T
A

5
2
9
+
0
0
.0
0

S
E
E

S
H
E
E
T

2
8
MATCHLINE -Y35- STA 19+00.00 SEE SHEET 37
MATCHLINE -Y35- STA 27+00.00 SEE SHEET 38
27
SEE SHEET 64 FOR -Y35- PROFILE
SEE SHEET 52 FOR -L1- PROFILE
N
A
D
83
/ N
SRS 2007
WETLAND
DENOTES FILL INFF
E E IN WETLAND
DENOTES EXCAVATION
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
N
:
\
N
C

H
yd
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0
0
6
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3
3
0
0
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9
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2
3
EXCAVATION IN WETLAND
MECHANIZED CLEARING IN WETLAND
EXCAVATION IN WETLAND
EXCAVATION IN WETLAND
FILL IN WETLAND
SITE 36
SITE 37
SITE 37
SITE 38
( Not to Scale)
FALSE SUMP
S=Ditch Slope
etc.
GI
L
2'
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1REV STA. 528+23 MED.
DETAIL 27G
C Proposed Ditch
GRAPHIC SCALE
0'50'100'150'50'
SEE PERMIT DRAWING SHEET 90
FOR ENLARGEMENT
b
D
( Not to Scale)
FLOODPLAIN BENCH
1"/Ft.
DETAIL 27H
Ground
Natural
Fill Slope
Proposed
3:
1
3:1
Type of Liner= CL I RIP RAP
1
2
B1
2B
2:1
Ground
Natural
d
2@7'x8' RCBC
Min. d=1 Ft.
Min. D=2 Ft.
b=10 Ft.
B=7 Ft.
B=7 Ft.BURY DEPTH
2.0' SILLS AND
GEOTEXTILE Exist. Channel
GEOTEXTILE
GEOTEXTILE
BURY DEPTH
1.0' SILLS AND
DDE=430 CY, 400 TONS RIP RAP, 700 SY GEOTEXTILE
FROM -Y35- STA. 20+80 TO STA. 22+71 LT., L=191'
DDE=1125 CY, 621 TONS RIP RAP, 1100 SY GEOTEXTILE
FROM -L1REV- STA. 520+34 TO STA. 522+15 RT.,L=203'
18" (TYP.)
INLET AND OUTLET
SILLS AT
(NOT TO SCALE)
PLAN VIEW
HIGH SILL
7'
8'
ALLOW TO SILT IN BETWEEN SILLS.
5) NO BAFFLES REQUIRED DUE TO FLAT SLOPES.
ABOVE BANK FULL.
4) DO NOT SET ELEVATION OF HIGH SILL
CHANNEL OF STREAM. (THALWEG)
STREAM BED ELEVATION IN LOW FLOW
3) TOP OF LOW FLOW SILLS SHOULD MATCH
SEPARATELY AND ATTACHED BY DOWELS.
2) SILLS ARE TO BE 1.0 FT. WIDE, CAST

MAY BE SUBJECT TO PERMIT CONDITIONS.
SUBJECT TO APPROVAL BY THE ENGINEER AND
FOR ANIMAL PASSAGE. NATIVE MATERIAL IS
FILL VOIDS AND PROVIDE A FLAT SURFACE
MATERIAL SHOULD BE PLACED ON TOP TO
HIGH FLOW CULVERT BARREL(S), NATIVE
BARREL(S). IF RIP-RAP IS USED TO LINE THE
BED MATERIAL IN THE HIGH FLOW CULVERT
MAY BE USED TO SUPPLEMENT THE NATIVE
THE LOW FLOW CULVERT BARREL. RIP-RAP
THE STREAM BED MAY BE USED TO LINE
ONLY MATERIAL THAT IS EXCAVATED FROM
THE PROJECT SITE DURING CONSTRUCTION.
FROM THE THE STREAM OR FLOODPLAIN AT
CONSISTS OF MATERIAL THAT IS EXCAVATED
LOW FLOW CHANNEL. NATIVE MATERIAL
CULVERT SHALL PROVIDE A CONTINUOUS
1) NATIVE MATERIAL BETWEEN SILLS IN THE
*NOTES:
1.0'
2.0'
7'
AND FLOOD PLAIN BENCH
LOW FLOW CHANNEL,SILLS
SKEWED MULTI- BARREL CULVERT
BENCH
FLOOD PLAIN BENCH
FLOOD PLAIN
1'
SILL HEIGHT
BACK FILL WITH NATIVE MATERIAL TO
SILL
SILL
SILL
GEWLAHT
GEWLAHT
DETAIL 'PP'
9/23
SILLS AND FLOOD PLAIN BENCH DETAIL 'PP'
SEE SKEWED MULTI-BARREL CULVERT LOW FLOW CHANNEL
BACKFILL NORMAL FLOW BARREL WITH 1' NATIVE MATERIAL
REALIGN US CHANNEL TO FLOW THRU EAST BARREL
SEE DETAIL WITH CLASS I RIP RAP
CHANNEL IMPROVEMENTS, BANK STABILIZATION
PROP. 2@7'X8' RCBC NOTES:
b
D
( Not to Scale)
EMBANKMENT PROTECTION
1"/Ft.
DETAIL 27F
Ground
Natural
Exist. Channel
Fill Slope
Proposed
3:1
Type of Liner= CL I RIP RAP
B
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BURY DEPTH
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Min. D=2 Ft.
b=10 Ft.
B=7 Ft.
DDE=20 CY, 52 TONS RIP RAP, 105 SY GEOTEXTILE
FROM -Y35- STA. 20+25 TO STA. 20+80 LT., L=55'
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CL I RIP RAP
BANK STABILIZATION
SEE DETAIL 27J
CL I RIP RAP
BANK STABILIZATION
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( Not to Scale)
FALSE SUMP
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Traffic Flow
Outside Ditch
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L=27', S=0.76%, DDE=18CY
FROM L1REV STA. 524+29 TO 524+55 LT.
DETAIL 27K
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LIMITED PARTNER
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PARKS FAMILY FORESTRY, LLC
PARKS FAMILY FORESTRY, LLC
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
Sta. 523+57.68
-L1REV-
END CULVERT
Sta. 523+37.73
-L1REV-
BEGIN CULVERT
-Y35- STA 24+50 LT
PROP. BEGIN SBG
-L1REV- STA 523+94 LT
PROP. BEGIN SBG
STA 522+78 RT
-L1REV-
PROP. END SBG
-Y35- STA 22+12 LT
PROP. END SBG
-L1REV- STA 518+46.42 RT
PROP. BEGIN SBG
2GI 2GI2GI
SEE DETAIL 27H
FLOODPLAIN BENCH
SEE DETAIL 27B
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 27A
SPECIAL LATERAL 4' BASE DITCH
SEE DETAIL 27
LATERAL 2' BASE DITCH
2GI 2GI
SEE DETAIL 27A
SPECIAL LATERAL 4' BASE DITCH
SEE DETAIL 27D
LATERAL 2' BASE DITCH
2GI
2GI
SEE DETAIL 27F
EMBANKMENT PROTECTION
SEE DETAIL
FS
SEE DETAIL 27H
FLOODPLAIN BENCH
SEE DETAIL 27D
LATERAL 4' BASE DITCH
SEE DETAIL 27K
STD 4' BASE DITCH
S
S
S
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DENOTES EXCAVATION
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED*
**
*
**
*
**
*
*
EXCAVATION IN WETLAND
MECHANIZED CLEARING IN WETLAND
EXCAVATION IN WETLAND
EXCAVATION IN WETLAND
FILL IN WETLAND
SITE 36
SITE 37
N
A
D
83/ N
SRS 20
0
7
WETLAND
DENOTES FILL INFF
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DENOTES IMPACTS IN
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SHEET 90 OF 120
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SHEET 91 OF 120
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CULVERT SURVEY & HYDRAULIC DESIGN
SITE DATA
TATIONS
Stream Classification (Such as Trout, High Quality Water, etc.)
050 50100 100150200 150 200
20
30
40
50
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NONE, NEW LOCATION CROSSING (36" CMP LOCATED JUST UPSTREAM TO BE REMOVED)
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GP RT GP LT
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
WOODS/BRUSHWOODS/BRUSH
O
www.stantec.com
License No. F-0672
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
S=0.0001 FT/FT
C/L INV. EL.=26.12'
SKEW=101.4628
C/L ELEV.=37.37'
AND 1' SILLS IN EAST BARREL
WITH 2' SILLS IN WEST BARREL
2@7'x8' RCBC BURIED 1'
C/L STATION 523+48.57 -L1REV-
NATIVE MATERIAL
BACKFILL CULVERT WITH
SEE DETAIL '27I'
EMBANKMENT PROTECTION
SITE 36
SITE 36
SITE 36
SITE 36
N
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SHEET 92 OF 120
PERMIT DRAWING
WETLAND
WETLAND
WETLAND
WETLAND
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1010
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2020
2020
3030
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4040
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6060
7070
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PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
30 30
40 40
50 50
20 20
519+00.0000
30 30
40 40
50 50
20 20
519+50.0000
30 30
40 40
50 50
20 20
520+00.0000
30 30
40 40
50 50
20 20
520+50.0000
X-164R-3300A
-L1REV-
5 10
34.40
6
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38.76
6
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SITE 37
SITE 37
SITE 37
SITE 37
WETLAND
WETLAND
WETLAND
WETLAND
SHEET 93 OF 120
PERMIT DRAWING
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
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9090
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100100
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110110
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PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
30 30
40 40
50 50
20 20
523+00.0000
30 30
40 40
50 50
20 20
523+50.0000
30 30
40 40
50 50
20 20
524+00.0000
30 30
40 40
50 50
20 20
524+50.0000
30 30
40 40
50 50
20 20
525+00.0000
X-166R-3300A
-L1REV-
5 10
29.47
0.0250.025
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29.47
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30.11
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39.17
3
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30.11
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SITE 38
SITE 38
SITE 38
WETLAND
WETLAND
WETLAND
SHEET 94 OF 120
PERMIT DRAWING
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
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130130
130130
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d
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n
$
$
$
$
U
S
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N
A
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E
$
$
$
$
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
30 30
40 40
50 50
20 20
528+00.0000
30 30
40 40
50 50
20 20
528+50.0000
30 30
40 40
50 50
20 20
529+00.0000
30 30
40 40
50 50
20 20
529+50.0000
40 40
50 50
30 30530+00.0000
X-168R-3300A
-L1REV-
5 10
33.76
5
.30
:1
6
:1 5.972:1 0.0250.023
39.39
6
:1 5.972:1 0.0250.023
3:1
33.76
4
1
.
18
30.80
3:
1
33.43
4
.71
:1
6
:1 5.869:1 0.0250.012
39.76
4
.71
:1
6
:1 5.869:1 0.0250.012
33.43
4
1
.
8
6
3:1
33.27
4
.
21
:1
6
:1 5.781:1 0.0250.001
40.14 4
.
21
:1
6
:1 5.781:1 0.0250.001
33.27
4
2
.
5
5
3:1
33.52
4
.54
:13:1
6
:1 5.695:1 0.0250.010
40.513:1
6
:1 5.695:1 0.0250.010
3:1
33.52
35.48
4
.79
:1
6
:1 5.611:1 0.0250.022
40.88
4
.79
:1
6
:1 5.611:1 0.0250.022
3:13:1
35.48
8' SOIL
8' SOIL
8' SOIL
WOODS
WOODS
WOODS
WOODS
WOODS
PARKS FAMILY FORESTRY, LLC
PARKS FAMILY FORESTRY, LLC
CP&L DRAWING # RW-D-1685 SHEET # 4
MB 47 PG 98170' CP&L UTILITY EASEMENT
5
3
0
5
3
5
5
4
0
29
29
2
9
-
S
E
P
-
2
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2
3

13
:
12
m
p
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0
8
2
0
2
3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN
WIRE
FENCE
WOVEN
WIRE
FENCE
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
2GI
2GI
SEE DETAIL 28B
LATERAL 'V' DITCH
SEE DETAIL 28D
LATERAL 3' BASE DITCH
SEE DETAIL 28C
LATERAL 4' BASE DITCH
SEE DETAIL 28B
LATERAL 'V' DITCH
1"/Ft.FROM -Y35- STA. 24+69 TOb=5 Ft.B=2 Ft.Min. D=1 Ft.
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L1REV- STA. 537+50 TO STA. 538+20 LT.
DETAIL 28C
b=5 Ft.
B=4 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
FROM -LREV- STA. 536+25 TO STA. 537+00 LT.
Fill Slope3:1 or Flatter
b=3 Ft.
d=1 Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL 28A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
b
1"/Ft.
FROM -L1REV- STA. 540+50 TO STA. 542+50 RT.
FROM -L1REV- STA. 537+00 TO STA. 537+50 LT.
b=5 Ft.
Min. D=1 Ft.
DETAIL 28B
Ground
Natural
Slope
Fill
FROM -Y35- STA. 33+00 TO STA. 37+50 RT.FROM -Y35- STA. 30+00 TO STA. 37+50 LT.
SEE DETAIL 28E
FS SEE DETAIL 28E
FS
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1REV STA. 540+26 MED.
L1REV STA. 532+90 MED.
DETAIL 28E
C Proposed Ditch
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L1REV- STA. 537+41 TO STA. 540+50 RT.
DETAIL 28D
b=5 Ft.
B=3 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
M
A
T
C
H
L
I
N
E

-
L
1
-

S
T
A
5
2
9
+
0
0
.
0
0

S
E
E

S
H
E
E
T

2
7
MAT
CH
LIN
E

-
L1-

S
T
A
5
4
2
+
0
0
.0
0

S
E
E

S
H
E
E
T

2
9
28
SEE SHEET 52 & 53 FOR -L1- PROFILE
GRAPHIC SCALE
0'50'100'150'50'
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
N
:
\
N
C

H
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17
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9
/2
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/2
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2
3
V10=1.9fps
Q10=10cfs IN WETLAND
EXCAVATION
IN WETLAND
FILL
E
F
IN WETLAND
EXCAVATION
E E IN WETLAND
DENOTES EXCAVATION
SITE 38
SITE 39
SITE 40
SITE 41
SITE 42
SITE 43 N
A
D

8
3
/ N
SRS 2
00
7
SHEET 95 OF 120
PERMIT DRAWING
F
F
F
F
F
F
F
F
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
GRADE TO DRAIN
SEE DETAIL 28A
TOE PROTECTION
28 SY GEOTEXTILE
11 TONS
OUTLET PROTECTION
RIP RAP CL B
3
6
"

RC
P
-
I
V
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B
1
8
"

R
C
P
-
I
V

1
8
"

R
C
P
-
I
V

18
"
RC
P-
I
V
HW
8' SOIL
8' SOIL
8' SOIL
WOODS
WOODS
WOODS
WOODS
WOODS
PARKS FAMILY FORESTRY, LLC
PARKS FAMILY FORESTRY, LLC
CP&L DRAWING # RW-D-1685 SHEET # 4
MB 47 PG 98170' CP&L UTILITY EASEMENT
5
3
0
5
3
5
5
4
0
29
29
SHEET 96 OF 120
PERMIT DRAWING
2
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN
WIRE
FENCE
WOVEN
WIRE
FENCE
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
28
28
28
2
9
2
9
29
29
29
2
9
29
29 30
30
30
30
30
3
0
3
0
3
0
30
3
0
30
3
0
3
0
3
0
30
30
30
30
3
0
31
31
3
1
31
31
31
31
31
3
1
31
32
32
32
3
2
32
32
3
2
32
3
2
32
32
32
3
2
33
3
3
33
33
33
33
33 33
3
3
33
33
33
33
3
3
33
34
34
34
34
34
3
4
34
34
3
4
34
34 34
3
4
34
34
34
34
34
3434
35
35
35
35
3
5
35
35
3
53
5
35
35
35
3
5
3
5
35
35
3535
3
5
35
3
5
35
3
5
35
35
3
5
35
3
5
35
35
3
5
3
5
35
35
35
35
35
35
35
35
35
35
36
3
6
3
6
36
36
3
6
3
6
36
3
6
3
6
3636
36
3636
36
37
37
37
37
37
37
37
37
37
37
37
37
3
7
38
38
3
8
3
8
38
3
8
38
38
3
9
2GI
2GI
SEE DETAIL 28B
LATERAL 'V' DITCH
SEE DETAIL 28D
LATERAL 3' BASE DITCH
SEE DETAIL 28C
LATERAL 4' BASE DITCH
SEE DETAIL 28B
LATERAL 'V' DITCH
1"/Ft.FROM -Y35- STA. 24+69 TOb=5 Ft.B=2 Ft.Min. D=1 Ft.
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L1REV- STA. 537+50 TO STA. 538+20 LT.
DETAIL 28C
b=5 Ft.
B=4 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
FROM -LREV- STA. 536+25 TO STA. 537+00 LT.
Fill Slope3:1 or Flatter
b=3 Ft.
d=1 Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL 28A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
b
1"/Ft.
FROM -L1REV- STA. 540+50 TO STA. 542+50 RT.
FROM -L1REV- STA. 537+00 TO STA. 537+50 LT.
b=5 Ft.
Min. D=1 Ft.
DETAIL 28B
Ground
Natural
Slope
Fill
FROM -Y35- STA. 33+00 TO STA. 37+50 RT.FROM -Y35- STA. 30+00 TO STA. 37+50 LT.
SEE DETAIL 28E
FS SEE DETAIL 28E
FS
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1REV STA. 540+26 MED.
L1REV STA. 532+90 MED.
DETAIL 28E
C Proposed Ditch
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L1REV- STA. 537+41 TO STA. 540+50 RT.
DETAIL 28D
b=5 Ft.
B=3 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
M
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T
C
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E
E

S
H
E
E
T

2
9
28
SEE SHEET 52 & 53 FOR -L1- PROFILE
GRAPHIC SCALE
0'50'100'150'50'
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
N
:
\
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V10=1.9fps
Q10=10cfs IN WETLAND
EXCAVATION
IN WETLAND
FILL
E
F
IN WETLAND
EXCAVATION
E E IN WETLAND
DENOTES EXCAVATION
SITE 38
SITE 39
SITE 40
SITE 41
SITE 42
SITE 43 N
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D

8
3
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SRS 2
00
7
F
F
F
F
F
F
F
F
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
GRADE TO DRAIN
SEE DETAIL 28A
TOE PROTECTION
28 SY GEOTEXTILE
11 TONS
OUTLET PROTECTION
RIP RAP CL B
3
6
"

RC
P
-
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OUTLET PROTECTION
RIP RAP CL B
1
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SITE 39WETLAND
SHEET 97 OF 120
PERMIT DRAWING
00
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1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
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9090
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100100
100100
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PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
40 40
50 50
30 30533+00.0000
40 40
50 50
30 30533+50.0000
30 30
40 40
50 50
60 60
20 20
534+00.0000
40 40
50 50
60 60
30 30534+50.0000
X-170R-3300A
-L1REV-
5 10
37.31
6
:1 4.951:1 0.060
0.060
3:13:1
6
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0.060
42.55
37.31
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9
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2
3
SITE 40
WETLAND
WETLAND
SHEET 98 OF 120
PERMIT DRAWING
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
2
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2
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2
3

11
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0
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$
$
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PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
30 30
40 40
50 50
60 60
20 20
535+00.0000
30 30
40 40
50 50
60 60
20 20
535+50.0000
40 40
50 50
60 60
30 30536+00.0000
30 30
40 40
50 50
60 60
20 20
536+50.0000
X-171R-3300A
-L1REV-
5 10
37.01
4
.67
:1
3:1
6
:1 4.951:1 0.060
0.060
4
.6
7
:1
3:1
6
:1 4.951:1 0.060
0.060
43.35
37.01
37.14
4
.65
:1
3:1
6
:1 4.951:1 0.060
0.060
3:1
6
:1 4.951:1 0.060
0.060
43.55
37.14
35.95
4
.
17
:13:1
6
:1 4.951:1 0.060
0.060
43.753:1
6
:1 4.951:1 0.060
0.060
3:1
35.95
34.78
3.
54
:
1
3:1
6
:1 4.951:1 0.060
0.060
43.953:1
6
:1 4.951:1 0.060
0.060
3:1
34.78
WETLANDWETLAND
WETLAND
N
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\
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17
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_
R-
3
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0
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d
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e
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9
/2
5
/2
0
2
3
SITE 43
SITE 43 SITE 41
SITE 41 SITE 42
WETLANDWETLAND
SHEET 99 OF 120
PERMIT DRAWING
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
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PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
30 30
40 40
50 50
60 60
20 20
537+00.0000
30 30
40 40
50 50
60 60
20 20
537+50.0000
30 30
40 40
50 50
60 60
20 20
538+00.0000
40 40
50 50
60 60
30 30538+50.0000
X-172R-3300A
-L1REV-
5 10
33.75
3:1
6
:1 4.951:1 0.060
0.060
44.153:1
6
:1 4.951:1 0.060
0.060
3:1
33.75
3:
1 3:1
32.87
4:
1
31.74
6
:1 4.951:1 0.060
0.060
44.35
6
:1 4.951:1 0.060
0.060
3:13:1
31.7432.51
3:
1 3:1
4:
1
3:
1
33.20
3:1
34.99
3:
1
3:1
6
:1 4.951:1 0.060
0.060
44.55
3:
1
3:1
6
:1 4.951:1 0.060
0.060
3:1
34.99
32.15
3:
1
3:1
33.62
3:
13:1
35.88
3.
3
9:
1
3:1
6
:1 4.951:1 0.060
0.060
44.75
3.
39
:
1
3:1
6
:1 4.951:1 0.060
0.060
3:1
3:1
34.01
3:
1
BM18
10
' S
OIL
10
' S
OIL
10
' S
OIL
N 21
°0
9
'10
" E
118
8
.0
0
'
WOODS
WOODS
WOODS
BM18
PARKS FAMILY FORESTRY, LLC
& HARDISON RENTALS, LLC.
GERALD D. HARDISON, JR.,
& HARDISON RENTALS, LLC.
GERALD D. HARDISON, JR.,
5
5
5
5
4
5
5
5
0
-L1REV-
5
5
5
-L1-
-L1REV-
-L1-
-L1-
40
40
29
29
R/W TO BE ACQUIRE UNDER R-3300B
R/W TO BE ACQUIRE UNDER R-3300B
2
9
-
S
E
P
-
2
0
2
3

13
:
12
m
p
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3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA

2GI
2GI
SEE DETAIL 29A
LATERAL 'V' DITCH
SEE DETAIL 29B
LATERAL 2' BASE DITCH
SEE DETAIL 29B
LATERAL 2' BASE DITCH
SEE DETAIL 29C
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 29D
LATERAL 4' BASE DITCH
SEE DETAIL 29A
LATERAL 'V' DITCH
SEE DETAIL 29A
LATERAL 'V' DITCH
GRADE TO DRAIN
GRADE TO DRAIN
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -LREV- STA. 549+78 TO STA. 552+40 RT.
DETAIL 29E
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -LREV- STA. 547+21 TO STA. 547+73 RT.
DETAIL 29D
b=5 Ft.
B=4 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 29E
SPECIAL LATERAL 4' BASE DITCH
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -L1REV- STA. 553+50 TO STA. 553+66 LT.
DETAIL 29F
Grade
Ditch
?
GEOTEXTILE
Geotextile= 16sy
Type of Liner= 8 TONS,CL I Rip-Rap
10'min.
1.0'min.
LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
b
1"/Ft.
FROM -L1REV- STA. 542+93 TO STA. 544+71 RT.
FROM -L1REV- STA. 540+50 TO STA. 542+50 RT.
FROM -L1REV- STA. 544+08 TO STA. 544+75 LT.
b=5 Ft.
Min. D=1 Ft.
DETAIL 29A
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L1REV- STA. 551+85 TO STA. 553+62 LT.
FROM -L1REV- STA. 550+12 TO STA. 551+46 LT.
FROM -L1REV- STA. 547+00 TO STA. 549+87 LT.
DETAIL 29B
b=5 Ft.
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L1REV- STA. 553+32 TO -L1- STA. 555+00 RT.
DETAIL 29C
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 29G
FS
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1 STA. 554+49 MED.
L1REV STA. 550+13 MED.
DETAIL 29G
C Proposed Ditch
SEE
DETA
IL
29G
FS
M
A
T
C
H
L
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E

-
L
1
-

S
T
A
5
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0
SEE SHEET 53 FOR -L1- PROFILE
N
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/2
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3
GRAPHIC SCALE
0'50'100'150'50'
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*
SITE 44
SHEET 100 OF 120
PERMIT DRAWING
F
F
F
F
C
F
C
C
F F
F
C
F
2901
2902
2903
2904
2905
2906
2909
2910
2911
2913
2912
2915
2914
2916
2917
SEE DETAIL 29F
EMBANKMENT
RIP RAP AT
3
6
"

R
C
P
-
I
V
3
6
"
R
C
P-I
V
2907
2908
3
6
"

R
C
P
-
I
V
3
6
" RC
P-I
V
36
" RC
P-
IV
50 SY GEOTEXTILE
26 TONS
OUTLET PROTECTION
RIP RAP CL I
18
" RC
P-
IV
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
48
" RC
P-IV
48" RC
P-IV
48
" RC
P-I
V
28 SY GEOTEXTILE
11 TONS
OUTLET PROTECTION
RIP RAP CL B

SEE DETAIL 29J
AT PIPE END
SLOPE PROTECTION
E
Q
U
A
LI
Z
E
R
PIP
E *
*DO NOT BURY EQUALIZER PIPES
PES
HW
BM18
BL83
BL84
10
' S
OIL
10
' S
OIL
10
' S
OIL
N 21
°0
9
'10
" E
118
8
.0
0
'
WOODS
WOODS
WOODS
BM18
475
PARKS FAMILY FORESTRY, LLC
& HARDISON RENTALS, LLC.
GERALD D. HARDISON, JR.,
& HARDISON RENTALS, LLC.
GERALD D. HARDISON, JR.,
5
5
5
5
4
5
5
5
0
-L1REV-
5
5
5
-L1-
-L1REV-
-L1-
-L1-
40
40
29
29
R/W TO BE ACQUIRE UNDER R-3300B
R/W TO BE ACQUIRE UNDER R-3300B
SHEET 101 OF 120
PERMIT DRAWING
2
9
-
S
E
P
-
2
0
2
3

13
:
12
p
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3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
32
33
33
33
33
33
33
34
34
34
34
34
34
34
34
34
34
3
4
3
5
3
5
35
35
3
5
35
35
35
35
35
35
35
35
35
3
5
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
3
5
3
5
3
5
3
5
35
35
35
35
35
35
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
3
6
36
3
6
36
3
6
3
6
3
6
3
6
3
6
36
3
6
36
3
6
36
36
3
6
3
6
36
3
6
3
6
36
3
6
36
3
6
36
36
36
36
36
3
6
36
36
36
36
36
36
36
36
36
36
36
37
3
7
37
3 7
37
37
37
37
37
37
37
37
3
7
3
7
3
7
3
7
37
37
37
37
3
7
3
7
37
3
7
37
3
7
3
7
37
37
3
7
37
3 7
37
37
37
37
37
37
3
7
3
7
37
37
37
3
7
3
7
3737
3
7
37
37
3
7
3
7
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
3
7
3
7
3 7
37
37
37
3
7
37
3
7
37
3
7
37
37
37
37
37
37
37
37
3
7
3
7
37
37
37
37
37
37
3
7
37
37
37
37
3
7
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37 37
37
37
3
7
37
37
37
37
37
3
7
3
7
37
37
37
37
37
3
7
37
37
3
7
37
37
37
3
7
37
37
37
3
7
37
37
37
37
37
37
37
37
37
37
37
37
38
38
38
38
38
38
38
3
8
38
38
3
8
38
38
38
3
8
3
8
38
3
8
38
38
38
3
8
38
3
8
38
38
3
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38
38
38
38
38
3
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3838
38
38
38
38 38
38
38
38 38
38
38
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3
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38
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38
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38
38
38
38
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38
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3
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3
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3
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38
38
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38
38
38
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38
38
38
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3
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38
38
38
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38
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38
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38
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3
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38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
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49

2GI
2GI
SEE DETAIL 29A
LATERAL 'V' DITCH
SEE DETAIL 29B
LATERAL 2' BASE DITCH
SEE DETAIL 29B
LATERAL 2' BASE DITCH
SEE DETAIL 29C
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 29D
LATERAL 4' BASE DITCH
SEE DETAIL 29A
LATERAL 'V' DITCH
SEE DETAIL 29A
LATERAL 'V' DITCH
GRADE TO DRAIN
GRADE TO DRAIN
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -LREV- STA. 549+78 TO STA. 552+40 RT.
DETAIL 29E
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -LREV- STA. 547+21 TO STA. 547+73 RT.
DETAIL 29D
b=5 Ft.
B=4 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 29E
SPECIAL LATERAL 4' BASE DITCH
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -L1REV- STA. 553+50 TO STA. 553+66 LT.
DETAIL 29F
Grade
Ditch
?
GEOTEXTILE
Geotextile= 16sy
Type of Liner= 8 TONS,CL I Rip-Rap
10'min.
1.0'min.
LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
b
1"/Ft.
FROM -L1REV- STA. 542+93 TO STA. 544+71 RT.
FROM -L1REV- STA. 540+50 TO STA. 542+50 RT.
FROM -L1REV- STA. 544+08 TO STA. 544+75 LT.
b=5 Ft.
Min. D=1 Ft.
DETAIL 29A
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L1REV- STA. 551+85 TO STA. 553+62 LT.
FROM -L1REV- STA. 550+12 TO STA. 551+46 LT.
FROM -L1REV- STA. 547+00 TO STA. 549+87 LT.
DETAIL 29B
b=5 Ft.
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L1REV- STA. 553+32 TO -L1- STA. 555+00 RT.
DETAIL 29C
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 29G
FS
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1 STA. 554+49 MED.
L1REV STA. 550+13 MED.
DETAIL 29G
C Proposed Ditch
SEE
DETA
IL
29G
FS
M
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T
C
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3
0
SEE SHEET 53 FOR -L1- PROFILE
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GRAPHIC SCALE
0'50'100'150'50'
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*
SITE 44
F
F
F
F
C
F
C
C
F F
F
C
F
SEE DETAIL 29F
EMBANKMENT
RIP RAP AT
3
6
"

R
C
P
-
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V
3
6
"
R
C
P-I
V
3
6
"

R
C
P
-
I
V
3
6
" RC
P-I
V
36
" RC
P-
IV
50 SY GEOTEXTILE
26 TONS
OUTLET PROTECTION
RIP RAP CL I
18
" RC
P-
IV
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
48
" RC
P-IV
48" RC
P-IV
48
" RC
P-I
V
28 SY GEOTEXTILE
11 TONS
OUTLET PROTECTION
RIP RAP CL B

SEE DETAIL 29J
AT PIPE END
SLOPE PROTECTION
E
Q
U
A
LI
Z
E
R
PIP
E *
*DO NOT BURY EQUALIZER PIPES
PES
HW
WETLAND
SITE 44
SITE 44
SITE 44
N
:
\
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3
WETLAND
WETLAND
WETLAND
SHEET 102 OF 120
PERMIT DRAWING
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
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$
$
$
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$
$
$
$
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
40 40
50 50
60 60
30 30
545+00.0000
40 40
50 50
60 60
30 30545+50.0000
40 40
50 50
60 60
30 30546+00.0000
40 40
50 50
60 60
30 30546+50.0000
X-176R-3300A
-L1REV-
5 10
6
:1 4.951:1 0.060
0.060
3:13:1
6
:1
0.060
0.060
47.20
39.63
3:
1 3:1
38.00
4:
1
4.951:1
0.060
3:
1
3:1
6
:1
0.060
0.060
47.19
37.19
WETLANDS
6
:1 4.951:1
0.060
3:1
0.060
47.08
36.02
3:
1
3:
1
3:1
6
:1 4.951:1 0.060
0.060
46.88
36.63
3:
1 3:1
36.16
WETLANDS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
& HARDISON RENTALS, LLC.
GERALD D. HARDISON, JR.,
& HARDISON RENTALS, LLC.
GERALD D. HARDISON, JR.,
5
5
5
5
6
0
5
6
5
-L1-
5
5
5
40
40
R/W TO BE ACQUIRE UNDER R-3300B
R/W TO BE ACQUIRE UNDER R-3300B
R/W TO BE ACQUIRE UNDER
2
9
-
S
E
P
-
2
0
2
3

13
:
12
m
p
s
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s
s
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_
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3
0
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d
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e
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A
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H
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R
B
0
8
2
0
2
3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
END FENCE
109.29'
+96.88
T
E
E
R/W TO BE ACQUIRE UNDER
32GI
2GI
2GI
2GI FS
2GI
2GI
2GI
SEE DETAIL 30A
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 30A
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 30A
SPECIAL LATERAL 2' BASE DITCH
ELB
ELB
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B
1
8
"
SEE DETAIL 29GFS
SEE DETAIL 30C
FS
( Not to Scale)
Ground
Natural
Ground
Natural
2:1
2:1
CHANNEL BED
24'
1.5'
DETAIL 30B
BANK STABILIZATION
2:1
12' MAX
18" (TYP.)
105 SY GEOTEXTILE (DS)
100 TONS OF CLASS I RIP RAP (DS)
55 SY GEOTEXTILE (US)
53 TONS OF CLASS I RIP RAP (US)EST.=
29 FT. (US), 36 FT. (DS)LENGTH=
PROP. TOB
EXCAVATE
(TYP.)
CLASS I RIP RAP
RCBC
PROP. 3@12'X8'
1.0' SILL
2.5' SILL
GEOTEXTILE (TYP.)
PLAN VIEW
BENCH
FLOOD PLAIN BENCH
FLOOD PLAIN
1'
SILL HEIGHT
BACK FILL WITH NATIVE MATERIAL TO
SILL
SILL
SILL
GEWLAHT
GEWLAHT
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 555+85 TO STA. 559+88 LT.
FROM -L- STA. 555+26 TO STA. 559+68 RT.
DETAIL 30A
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1 STA. 559+24 MED.
DETAIL 30C
C Proposed Ditch
30
M
A
T
C
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E

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L
1-

S
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A

5
5
5
+
0
0
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0
0

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T

2
9
M
A
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-
L
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T
A
5
6
7
+
0
0
.
0
0

S
E
E

S
H
E
E
T

3
1
SEE SHEET 53 & 54 FOR -L1- PROFILEGRAPHIC SCALE
0'50'100'150'50'
N
:
\
N
C

H
y
d
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\
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17
0
0
6
_
R-
3
3
0
0
A

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Byp
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u
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n
e
r
9
/2
9
/2
0
2
3
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
T T FILL IN WETLAND
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
SITE 45
FILL IN WETLAND
CLEARING
MECHANIZED
SITE 46
FILL IN WETLAND
CLEARING
MECHANIZED
GRAPHIC SCALE
0'20'40'60'20'
TEMPORARY FILL IN WETLAND
EXCAVATION IN WETLAND
FILL IN WETLAND
N
A
D

8
3
/
N
S
R
S
2
0
0
7
SHEET 103 OF 120
PERMIT DRAWING
SEE PERMIT DRAWING SHEET 107
FOR ENLARGEMENT
ENLARGEMENT
SITE 45
F
C
C
C
C
F
F
F
F
F
F
C
F
F
C
F
C
F
JS
M
IT
JS
MIT
JS MIT
JS MIT
J
S
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J
S
MI
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JS M
IT
JS MIT
W
L
B
WLB
1
8
"

R
C
P
-
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V

18" RCP-IV
1
8
"

R
C
P
-
I
V

18" RCP-IV
1
8
"

R
C
P
-
I
V

18" RCP-IV
W/2 ELBOWS
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
SEE DETAIL 30B
CL I RIP RAP
STABILIZATION
BANK

3
6
"

R
C
P
-
I
V
E
Q
U
A
L
I
Z
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R

P
I
P
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*
*DO NOT BURY EQUALIZER PIPES
SEE DETAIL 30D
CL I RIP RAP
STABILIZATION
BANK

FROM -L- STA. 566+37 TO STA. 566+78 LT.
DETAIL 30D
18"1.0'min.
BANK STABILIZATION
Type of Liner=8 TONS,CL I Rip-Rap, Keyed-In
( Not to Scale)
Until Refusal
Channel Bottom
Press Riprap into
Directed by Engineer
Riprap in Locations
Place Geotextile Under
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
& HARDISON RENTALS, LLC.
GERALD D. HARDISON, JR.,
& HARDISON RENTALS, LLC.
GERALD D. HARDISON, JR.,
5
5
5
5
6
0
5
6
5
-L1-
5
5
5
40
40
R/W TO BE ACQUIRE UNDER R-3300B
R/W TO BE ACQUIRE UNDER R-3300B
R/W TO BE ACQUIRE UNDER
SHEET 104 OF 120
PERMIT DRAWING
2
9
-
S
E
P
-
2
0
2
3

13
:
12
p
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0
0
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3
0
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c
o
n
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d
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n
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t
u
r
n
e
r

A
T

H
E
R
B
0
8
2
0
2
3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
WOVEN WIRE FENCE
END FENCE
109.29'
+96.88
1
7
1
7
18
18
1
8
19
19
19
19
2
0
20
2
0
20
2
0
2
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37 37
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T
E
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32
3
2
3
2
33
3
3
3
3
34
3
5
35
3
5
3
5
3
5 3
6
2GI
2GI
2GI
2GI FS
2GI
2GI
2GI
SEE DETAIL 30A
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 30A
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 30A
SPECIAL LATERAL 2' BASE DITCH
ELB
ELB
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B
1
8
"
SEE DETAIL 29GFS
SEE DETAIL 30C
FS
( Not to Scale)
Ground
Natural
Ground
Natural
2:1
2:1
CHANNEL BED
24'
1.5'
DETAIL 30B
BANK STABILIZATION
2:1
12' MAX
18" (TYP.)
105 SY GEOTEXTILE (DS)
100 TONS OF CLASS I RIP RAP (DS)
55 SY GEOTEXTILE (US)
53 TONS OF CLASS I RIP RAP (US)EST.=
29 FT. (US), 36 FT. (DS)LENGTH=
PROP. TOB
EXCAVATE
(TYP.)
CLASS I RIP RAP
RCBC
PROP. 3@12'X8'
1.0' SILL
2.5' SILL
GEOTEXTILE (TYP.)
PLAN VIEW
BENCH
FLOOD PLAIN BENCH
FLOOD PLAIN
1'
SILL HEIGHT
BACK FILL WITH NATIVE MATERIAL TO
SILL
SILL
SILL
GEWLAHT
GEWLAHT
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 555+85 TO STA. 559+88 LT.
FROM -L- STA. 555+26 TO STA. 559+68 RT.
DETAIL 30A
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1 STA. 559+24 MED.
DETAIL 30C
C Proposed Ditch
30
M
A
T
C
H
L
I
N
E

-
L
1-

S
T
A

5
5
5
+
0
0
.
0
0

S
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S
H
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T

2
9
M
A
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H
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L
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A
5
6
7
+
0
0
.
0
0

S
E
E

S
H
E
E
T

3
1
SEE SHEET 53 & 54 FOR -L1- PROFILEGRAPHIC SCALE
0'50'100'150'50'
N
:
\
N
C

H
y
d
r
o
\
M
17
0
0
6
_
R-
3
3
0
0
A

H
a
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p
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a
d

Byp
a
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H
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a
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c
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\
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ITS
_
En
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a
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in
g
s
\
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3
0
0
A
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p
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3
0
_
c
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n
.
d
g
n
h
t
u
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n
e
r
9
/2
9
/2
0
2
3
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
T T FILL IN WETLAND
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
SITE 45
FILL IN WETLAND
CLEARING
MECHANIZED
SITE 46
FILL IN WETLAND
CLEARING
MECHANIZED
GRAPHIC SCALE
0'20'40'60'20'
TEMPORARY FILL IN WETLAND
EXCAVATION IN WETLAND
FILL IN WETLAND
N
A
D

8
3
/
N
S
R
S
2
0
0
7
SEE PERMIT DRAWING SHEET 107
FOR ENLARGEMENT
ENLARGEMENT
SITE 45
F
C
C
C
C
F
F
F
F
F
F
C
F
F
C
F
JS
M
IT
JS
MIT
JS MIT
JS MIT
J
S
M
I
T
J
S
MI
T
JS M
IT
JS MIT
W
L
B
WLB
1
8
"

R
C
P
-
I
V

18" RCP-IV
1
8
"

R
C
P
-
I
V

18" RCP-IV
1
8
"

R
C
P
-
I
V

18" RCP-IV
W/2 ELBOWS
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
SEE DETAIL 30B
CL I RIP RAP
STABILIZATION
BANK

3
6
"

R
C
P
-
I
V
E
Q
U
A
L
I
Z
E
R

P
I
P
E

*
*DO NOT BURY EQUALIZER PIPES
SEE DETAIL 30D
CL I RIP RAP
STABILIZATION
BANK

FROM -L- STA. 566+37 TO STA. 566+78 LT.
DETAIL 30D
18"1.0'min.
BANK STABILIZATION
Type of Liner=8 TONS,CL I Rip-Rap, Keyed-In
( Not to Scale)
Until Refusal
Channel Bottom
Press Riprap into
Directed by Engineer
Riprap in Locations
Place Geotextile Under
WOODS
WOODS
WOODS
WOODS
W
O
OD
S
5
'

S
OIL
5
'

S
OIL
8' SOIL
8'
SOI
L
& HARDISON RENTALS, LLC.
GERALD D. HARDISON, JR.,
& HARDISON RENTALS, LLC.
GERALD D. HARDISON, JR.,
-L1-
5
7
0
5
7
5
40
40
R/W TO BE ACQUIRE UNDER R-3300B
R/W TO BE ACQUIRE UNDER R-3300B
BEGIN PROJECT R-3300B -L1- STA. 578+00.00
END PROJECT R-3300A -L1- STA. 578+00.00
2
9
-
S
E
P
-
2
0
2
3

14
:
0
4
a
m
p
s
t
e
a
d

B
y
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a
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s
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s
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P
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R
M
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S
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r

A
T

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R
B
0
8
2
0
2
3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
E
E
E
E
E
E
E
E
E
E
S
S
S
S
S
S
2GI
2GI
2G
I
2G
I
FROM -L- STA. 569+50 TO STA. 570+50 RT.
Fill Slope3:1 or Flatter
b=3 Ft.
d=1 Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL 31C
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
SEE DETAIL 31C
TOE PROTECTION
SEE DETAIL 31F
LATERAL 3' BASE DITCH
SEE DETAIL 31D
SPECIAL LATERAL 2' BASE DITCH
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B
SEE DETAIL 31E
LATERAL 4' BASE DITCH
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B

ELB
ELB
SEE DETAIL 31B
LATERAL 2' BASE DITCH
SEE DETAIL 31D
SPECIAL LATERAL 2' BASE DITCH
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 568+12 TO STA. 569+50 RT.
DETAIL 31B
b=5 Ft.
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 567+39 TO STA. 570+50 LT.
DETAIL 31E
b=5 Ft.
B=4 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 570+50 TO STA. 572+00 LT.
DETAIL 31F
B=3 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 572+00 TO STA. 574+68 LT.
FROM -L- STA. 575+50 TO STA. 578+00 RT.
DETAIL 31D
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
18
"
SEE DETAIL 31G
FS
SEE DETAIL 31G
FS
SEE DETAIL 31G
FS
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1 STA. 577+24 MED.
L1 STA. 571+76 MED.
L1 STA. 567+76 MED.
DETAIL 31G
C Proposed Ditch
( Not to Scale)
Ground
Natural
Ground
Natural
2:1
2:1
CHANNEL BED
24'
1.5'
DETAIL 31A
BANK STABILIZATION
2:1
12' MAX
18" (TYP.)
105 SY GEOTEXTILE (DS)
100 TONS OF CLASS I RIP RAP (DS)
55 SY GEOTEXTILE (US)
53 TONS OF CLASS I RIP RAP (US)EST.=
29 FT. (US), 36 FT. (DS)LENGTH=
PROP. TOB
EXCAVATE
(TYP.)
CLASS I RIP RAP
RCBC
PROP. 3@12'X8'
1.0' SILL
2.5' SILL
GEOTEXTILE (TYP.)
SILLS AND FLOOD PLAIN BENCH DETAIL 'PPP'
SEE SKEWED MULTI-BARREL CULVERT LOW FLOW CHANNEL
BACKFILL NORMAL FLOW BARREL WITH 1' NATIVE MATERIAL
REALIGN DS CHANNEL TO FLOW THRU EAST BARRELS
SEE DETAIL WITH CLASS I RIP RAP
CHANNEL IMPROVEMENTS, BANK STABILIZATION
PROP. 3@12'X8' RCBC NOTES:
INLET AND OUTLET
SILLS AT
(NOT TO SCALE)
PLAN VIEW
HIGH SILL
ALLOW TO SILT IN BETWEEN SILLS.
5) NO BAFFLES REQUIRED DUE TO FLAT SLOPES.
ABOVE BANK FULL.
4) DO NOT SET ELEVATION OF HIGH SILL
CHANNEL OF STREAM. (THALWEG)
STREAM BED ELEVATION IN LOW FLOW
3) TOP OF LOW FLOW SILLS SHOULD MATCH
SEPARATELY AND ATTACHED BY DOWELS.
2) SILLS ARE TO BE 1.0 FT. WIDE, CAST

MAY BE SUBJECT TO PERMIT CONDITIONS.
SUBJECT TO APPROVAL BY THE ENGINEER AND
FOR ANIMAL PASSAGE. NATIVE MATERIAL IS
FILL VOIDS AND PROVIDE A FLAT SURFACE
MATERIAL SHOULD BE PLACED ON TOP TO
HIGH FLOW CULVERT BARREL(S), NATIVE
BARREL(S). IF RIP-RAP IS USED TO LINE THE
BED MATERIAL IN THE HIGH FLOW CULVERT
MAY BE USED TO SUPPLEMENT THE NATIVE
THE LOW FLOW CULVERT BARREL. RIP-RAP
THE STREAM BED MAY BE USED TO LINE
ONLY MATERIAL THAT IS EXCAVATED FROM
THE PROJECT SITE DURING CONSTRUCTION.
FROM THE THE STREAM OR FLOODPLAIN AT
CONSISTS OF MATERIAL THAT IS EXCAVATED
LOW FLOW CHANNEL. NATIVE MATERIAL
CULVERT SHALL PROVIDE A CONTINUOUS
1) NATIVE MATERIAL BETWEEN SILLS IN THE
*NOTES:
1.0'
2.5'
AND FLOOD PLAIN BENCH
LOW FLOW CHANNEL,SILLS
SKEWED MULTI- BARREL CULVERT
BENCH
FLOOD PLAIN BENCH
FLOOD PLAIN
1'
SILL HEIGHT
BACK FILL WITH NATIVE MATERIAL TO
SILL
SILL
SILL
GEWLAHT
GEWLAHT
DETAIL 'PPP'
9/23
8'
1.0'
12'12'12'
31
MAT
CH
LIN
E

-
L1-

S
T
A
5
6
7
+
0
0
.0
0

S
E
E

S
H
E
E
T

3
0
SEE SHEET 54 FOR -L1- PROFILE
GRAPHIC SCALE
0'50'100'150'50'
N
:
\
N
C

H
y
d
r
o
\
M
17
0
0
6
_
R-
3
3
0
0
A

H
a
m
p
s
t
e
a
d

Byp
a
s
s
\
H
yd
r
a
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li
c
s
\
P
ERM
ITS
_
En
v
ir
o
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D
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g
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\
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1
.
d
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e
r
9
/2
9
/2
0
2
3
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
T T FILL IN WETLAND
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
SITE 46
TEMPORARY FILL IN WETLAND
TEMPORARY FILL IN WETLAND
EXCAVATION IN WETLAND
EXCAVATION IN WETLAND
EXCAVATION IN WETLAND
SHEET 105 OF 120
PERMIT DRAWING
SEE PERMIT DRAWING SHEET 107
FOR ENLARGEMENT
N
A
D

8
3
/ N
S
RS

2
0
0
7
F
F
F
C
F
C
F
F
C
F
F
F
F
C
J
S
M
I
T
J
S
MI
T
J
S
M
I
T
J
S
MI
T
J
S

M
IT
JS MIT
J
S
M
I
T
JS MIT
JS MIT
SEE DETAIL 31A
CL I RIP RAP
BANK STABILIZATION
SEE DETAIL 31A
CL I RIP RAP
BANK STABILIZATION
1
8
"

R
C
P
-
I
V

1
8
"

R
C
P
-
I
V

18
"

RC
P-
I
V
18
" RC
P-I
V
W/2 ELBOWS
3
@
1
2
'
X8
'

R
C
B
C
FROM -L- STA. 567+69 TO STA. 567+87 RT.
DETAIL 31H
18"1.0'min.
BANK STABILIZATION
Type of Liner=14 TONS,CL I Rip-Rap, Keyed-In
( Not to Scale)
Until Refusal
Channel Bottom
Press Riprap into
Directed by Engineer
Riprap in Locations
Place Geotextile Under
SEE DETAIL 31H
CL I RIP RAP
BANK STABILIZATION
WOODS
WOODS
WOODS
WOODS
W
O
OD
S
5
'

S
OIL
5
'

S
OIL
8' SOIL
8'
SOI
L
& HARDISON RENTALS, LLC.
GERALD D. HARDISON, JR.,
& HARDISON RENTALS, LLC.
GERALD D. HARDISON, JR.,
-L1-
5
7
0
5
7
5
40
40
R/W TO BE ACQUIRE UNDER R-3300B
R/W TO BE ACQUIRE UNDER R-3300B
BEGIN PROJECT R-3300B -L1- STA. 578+00.00
END PROJECT R-3300A -L1- STA. 578+00.00
SHEET 106 OF 120
PERMIT DRAWING
2
9
-
S
E
P
-
2
0
2
3

14
:
0
4
p
s
t
e
a
d

B
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s
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D
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a
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i
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g
s
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A
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H
E
R
B
0
8
2
0
2
3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
1
7
18
18
18
19
1
9
1
9
19
1
9
19
1
9
19
2
0
20
20
20
20
2
0
20
2
0
2
0
20
2
0
2
0
20
2
0
2
0
2
0
2
0
2
0
2
0
2
0
2
0
2
1
2
1
2
1
2
1
21
2
1
2
2
2
2
2
2
22
2
2
2
3
2
3
23
2
3
2
4
24
2
4
2
4
2
5
2
5
25
2
5
2
5
2
5
25
2
5
25
26
2
6
26
2
6
26
2
7
2
7
27
27
27
2
8
28
28
28
2
8
29
2
9
2
9
29
29
29
3
0
3
0
30
3
0
30
30
3
0
30
30
3
0
3
0
30
3
0
303
1
31
31
31
31
3
1
3
1
3
1
32
32
32
32
3
2
32
32
32
3
2
3
3
33
33
33
3
3
33
33
3
3
33
3
3
333
4
34
3
4
3
4
34
34
34
34
3
4
34
34
3
4
34
35
35
35
3
5
3
5
3
5
35
3
5
35
35
3
5
35
3
5
35
3
5
35
35
35
35
35
353535
3
6
36
36
3
6
36
3
6
36
36
36
3
6
36
36
3
7
37
37
37
3
7
3
7
37
3
7
3
7
3
7
3
8
38
38
3
8 38
38
38
38
38
3
8
3
8
3
9
39
39
39
39
39
39
39
39
39
39
39
39
40
40
40
4
0 40
4
0
4
0
4
0
40
4
0
40
4
0
4
0
40
40
40
40
40
4
0
40
4
0
4
0
40
40
4
0
4
0 4
0
40
40
4
0
4
0
4
0
40
40
40
4
0
41
41
41
4
1
4
1
4
1
41
41
41
41
41
41
41
41
41
4
1
41
4
2
42
42
4
2
42
42
4
3
E
E
E
E
E
E
E
E
E
E
S
S
S
S
S
S
2GI
2GI
2G
I
2G
I
FROM -L- STA. 569+50 TO STA. 570+50 RT.
Fill Slope3:1 or Flatter
b=3 Ft.
d=1 Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL 31C
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
SEE DETAIL 31C
TOE PROTECTION
SEE DETAIL 31F
LATERAL 3' BASE DITCH
SEE DETAIL 31D
SPECIAL LATERAL 2' BASE DITCH
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B
SEE DETAIL 31E
LATERAL 4' BASE DITCH
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B

ELB
ELB
SEE DETAIL 31B
LATERAL 2' BASE DITCH
SEE DETAIL 31D
SPECIAL LATERAL 2' BASE DITCH
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 568+12 TO STA. 569+50 RT.
DETAIL 31B
b=5 Ft.
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 567+39 TO STA. 570+50 LT.
DETAIL 31E
b=5 Ft.
B=4 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 570+50 TO STA. 572+00 LT.
DETAIL 31F
B=3 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 572+00 TO STA. 574+68 LT.
FROM -L- STA. 575+50 TO STA. 578+00 RT.
DETAIL 31D
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
18
"
SEE DETAIL 31G
FS
SEE DETAIL 31G
FS
SEE DETAIL 31G
FS
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
L1 STA. 577+24 MED.
L1 STA. 571+76 MED.
L1 STA. 567+76 MED.
DETAIL 31G
C Proposed Ditch
( Not to Scale)
Ground
Natural
Ground
Natural
2:1
2:1
CHANNEL BED
24'
1.5'
DETAIL 31A
BANK STABILIZATION
2:1
12' MAX
18" (TYP.)
105 SY GEOTEXTILE (DS)
100 TONS OF CLASS I RIP RAP (DS)
55 SY GEOTEXTILE (US)
53 TONS OF CLASS I RIP RAP (US)EST.=
29 FT. (US), 36 FT. (DS)LENGTH=
PROP. TOB
EXCAVATE
(TYP.)
CLASS I RIP RAP
RCBC
PROP. 3@12'X8'
1.0' SILL
2.5' SILL
GEOTEXTILE (TYP.)
SILLS AND FLOOD PLAIN BENCH DETAIL 'PPP'
SEE SKEWED MULTI-BARREL CULVERT LOW FLOW CHANNEL
BACKFILL NORMAL FLOW BARREL WITH 1' NATIVE MATERIAL
REALIGN DS CHANNEL TO FLOW THRU EAST BARRELS
SEE DETAIL WITH CLASS I RIP RAP
CHANNEL IMPROVEMENTS, BANK STABILIZATION
PROP. 3@12'X8' RCBC NOTES:
INLET AND OUTLET
SILLS AT
(NOT TO SCALE)
PLAN VIEW
HIGH SILL
ALLOW TO SILT IN BETWEEN SILLS.
5) NO BAFFLES REQUIRED DUE TO FLAT SLOPES.
ABOVE BANK FULL.
4) DO NOT SET ELEVATION OF HIGH SILL
CHANNEL OF STREAM. (THALWEG)
STREAM BED ELEVATION IN LOW FLOW
3) TOP OF LOW FLOW SILLS SHOULD MATCH
SEPARATELY AND ATTACHED BY DOWELS.
2) SILLS ARE TO BE 1.0 FT. WIDE, CAST

MAY BE SUBJECT TO PERMIT CONDITIONS.
SUBJECT TO APPROVAL BY THE ENGINEER AND
FOR ANIMAL PASSAGE. NATIVE MATERIAL IS
FILL VOIDS AND PROVIDE A FLAT SURFACE
MATERIAL SHOULD BE PLACED ON TOP TO
HIGH FLOW CULVERT BARREL(S), NATIVE
BARREL(S). IF RIP-RAP IS USED TO LINE THE
BED MATERIAL IN THE HIGH FLOW CULVERT
MAY BE USED TO SUPPLEMENT THE NATIVE
THE LOW FLOW CULVERT BARREL. RIP-RAP
THE STREAM BED MAY BE USED TO LINE
ONLY MATERIAL THAT IS EXCAVATED FROM
THE PROJECT SITE DURING CONSTRUCTION.
FROM THE THE STREAM OR FLOODPLAIN AT
CONSISTS OF MATERIAL THAT IS EXCAVATED
LOW FLOW CHANNEL. NATIVE MATERIAL
CULVERT SHALL PROVIDE A CONTINUOUS
1) NATIVE MATERIAL BETWEEN SILLS IN THE
*NOTES:
1.0'
2.5'
AND FLOOD PLAIN BENCH
LOW FLOW CHANNEL,SILLS
SKEWED MULTI- BARREL CULVERT
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FLOOD PLAIN BENCH
FLOOD PLAIN
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SILL HEIGHT
BACK FILL WITH NATIVE MATERIAL TO
SILL
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SILL
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GEWLAHT
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9/23
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12'12'12'
31
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0'50'100'150'50'
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DENOTES TEMPORARY
T T FILL IN WETLAND
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
SITE 46
TEMPORARY FILL IN WETLAND
TEMPORARY FILL IN WETLAND
EXCAVATION IN WETLAND
EXCAVATION IN WETLAND
EXCAVATION IN WETLAND
SEE PERMIT DRAWING SHEET 107
FOR ENLARGEMENT
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CL I RIP RAP
BANK STABILIZATION
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CL I RIP RAP
BANK STABILIZATION
1
8
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W/2 ELBOWS
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FROM -L- STA. 567+69 TO STA. 567+87 RT.
DETAIL 31H
18"1.0'min.
BANK STABILIZATION
Type of Liner=14 TONS,CL I Rip-Rap, Keyed-In
( Not to Scale)
Until Refusal
Channel Bottom
Press Riprap into
Directed by Engineer
Riprap in Locations
Place Geotextile Under
SEE DETAIL 31H
CL I RIP RAP
BANK STABILIZATION
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
5'
S
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3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
2GI
2GI
2GI
2GI
2GI
2GI
2GI
2GI
ELB
ELB
ELB
ELB
1
8
"
1
8
"
SEE DETAIL 31G
FS
(NOT TO SCALE)
E-RAP TO LINE
CAVATED FROM
ING CONSTRUCTION.
TREAM OR FLOODPLAIN AT
F MATERIAL THAT IS EXCAVATED
LOW CHANNEL. NATIVE MATERIAL
LVERT SHALL PROVIDE A CONTINUOUS
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*NOTES:
AND FLOOD PLA
LOW FLOW CHA
SKEWED MULTI- BARRDETAIL 'PPP
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E
S
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S
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E E IN WETLAND
DENOTES EXCAVATION
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
T T FILL IN WETLAND
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED*
**
*
**
*
**
*
*
SITE 46
GRAPHIC SCALE
0'
N
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9
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9
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0
2
3
WETLAND
DENOTES FILL INFF
30'30'60'90'
EXCAVATION IN WETLAND
TEMPORARY FILL IN WETLAND
TEMPORARY FILL IN WETLAND
SEE DETAIL 31B
LATERAL 2' BASE DITCH
EXCAVATION IN WETLAND
EXCAVATION IN WETLAND
EXCAVATION IN WETLAND
TEMPORARY FILL IN WETLAND
SHEET 107 OF 120
PERMIT DRAWING
ENLARGEMENT
SITE 46
N
A
D
8
3
/
N
S
R
S
2
0
0
7
5
6
5
5
7
0
E-30_31
F
F
F
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JS MIT
JS
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JS
MIT
JS
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R
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W/2 ELBOWS
18" RCP-IV
1
8
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R
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P
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18" RCP-IV
1
8
"

R
C
P
-
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18" RCP-IV
W/2 ELBOWS
3
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3
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SEE DETAIL 31A
CL I RIP RAP
BANK STABILIZATION
PROPOSED ROADWAY
AT CULVERT C/L
EXISTING NG
EXISTING STREAM BED
TB LT
TB RT
NATIVE MATERIAL-SEE NOTES
BACKFILL CULVERT WITH
NWSE=19.8'
SITE 46
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SHEET 108 OF 120
PERMIT DRAWING
2
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
50
0
40
30
20
10
200 150 100 100 150 2005050
3:1 N
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3:1
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3.0
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GP LT GP RT
www.stantec.com
License No. F-0672
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
S=0.003FT/FT
C/L INV. EL.=16.84'
SKEW=76 DEGREE
C/L GRADE POINT ELEV.=41.19'
AND 1' SILLS IN EAST BARRELS
WITH 2.5' SILLS IN WEST BARREL
3@12'x8' RCBC BURIED 1'
C/L STATION 567+53.7 -L-
SITE 46
WETLAND
WETLAND
SITE 46
SITE 46
SITE 46 SITE 46
WETLANDWETLAND
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WETLAND
SHEET 109 OF 120
PERMIT DRAWING
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
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9090
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100100
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PROJ. REFERENCE NO.SHEET NO.0
6
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2
3
/
1
6
20 20
30 30
40 40
50 50
10 10
565+00.0000
20 20
30 30
40 40
50 50
10 10
565+50.0000
20 20
30 30
40 40
50 50
10 10
566+00.0000
20 20
30 30
40 40
50 50
10 10
566+50.0000
X-165R-3300A
-L1-
5 10
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WETLANDSWETLANDS
24" RCP
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MISSIONARY BAPTISTCHURCH
1SBK CHURCH
15" RCP
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EXISTING
R/W
EXISTING
R/W
SR 1573 HARRISON CREEK RD 20' BST
W
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CHURCH
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DNG PROPERTIES, INC.
CAMERON COMPANY LIMITED PARTNER
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HEADWALL
6" WOOD
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VALVE
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18" RCP
18" RCP
EXISTING R/W
EXISTING R/W
15" RCP
15" RCP
HARRISON CREEK RD SR 1573
AREA
LANDSCAPE
LAURIE G. PEREGOY
CLIFTON GAITHER ET AL
GARRETT BUTLER, ET AL
CLIFTON GAITHER ET AL
10
15
-Y35-
26
27
24
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27B
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
-Y35- Sta. 12+00.00
BEGIN CONSTRUCTION
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
-Y35- STA 17+10.03 LT
PROP. END SBG
18"
24"
SEE DETAIL 37A
SPECIAL LATERAL 2' BASE DITCH
2GI
SEE DETAIL 37C
LATERAL 2' BASE DITCH
SEE DETAIL 37A
SPECIAL LATERAL 2' BASE DITCH
ELB
ELB
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1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -Y35- STA. 17+00 TO STA. 19+50 RT.
DETAIL 37C
b=5 Ft.
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -Y35- STA. 14+23 TO STA. 17+00 RT.
FROM -Y35- STA. 12+75 TO STA. 13+50 RT.
FROM -Y35- STA. 12+50 TO STA. 14+17 LT.
DETAIL 37A
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 37A
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 37B
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM -Y35- STA. 14+33 TO STA. 16+50 LT.
Min. D=1 Ft.
DETAIL 37B
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Fill
28 SY GEOTEXTILE
11 TONS
OUTLET PROTECTION
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SEE SHEET 64 FOR -Y35- PROFILE
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n
e
r
9
/2
9
/2
0
2
3
GRAPHIC SCALE
0'50'100'150'50'
IN WETLAND
EXCAVATION
IN WETLAND
FILL
V10=1.6fps
Q10=7cfs
V10=1.6fps
Q10=5cfs
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
SHEET 110 OF 120
PERMIT DRAWING
-Y35DET- PC Sta. 12+10.00
-Y35- PC Sta. 12+10.00
15
14
N
AD

83
/ N
S
R
S
2007
SITE 47
SLOPE STAKE
-Y35DET-
SHEET 113
SEE PERMIT DRAWING
-Y35DET-
F
F
F
REMOVE
RETAIN
RETAIN
RETAIN
RETAIN
REMOVE
REMOVE
W/2 ELBOWS 7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B
36" RCP-IV
HW
24" RCP
S
W
ISLAND CREEK
MISSIONARY BAPTISTCHURCH
1SBK CHURCH
15" RCP
1S
MTL
B
US
S
OILC
ON
C
CON
C
12'
SOI
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15
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OIL
60" CHL
GATE
POND
MB 52 PG 67
30' DRAINAGE EASEMENT
EXISTING
R/W
EXISTING
R/W
SR 1573 HARRISON CREEK RD 20' BST
W
T
C
T
6" PVC
CHURCH
ISLAND CREEK BAPTIST
DNG PROPERTIES, INC.
CAMERON COMPANY LIMITED PARTNER
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18" RCP
18" RCP
EXISTING R/W
EXISTING R/W
15" RCP
15" RCP
HARRISON CREEK RD SR 1573
AREA
LANDSCAPE
LAURIE G. PEREGOY
CLIFTON GAITHER ET AL
GARRETT BUTLER, ET AL
CLIFTON GAITHER ET AL
10
15
-Y35-
26
27
24
28
2927A
27B
SHEET 111 OF 120
PERMIT DRAWING
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
-Y35- Sta. 12+00.00
BEGIN CONSTRUCTION
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
-Y35- STA 17+10.03 LT
PROP. END SBG
27
2
8
2
8
28
29
2
9
29
2
9
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30
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30
30
30
31
31
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31
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31
31
31
31
31
31
31
31
31
31
32
32
32
32
32
32
32
32
3
2
32
32
3
2
3
2
32
32
32
32
32
32
32
32
3
2
32
32
3232
3
2
32
32
32
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
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3
33
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3
33
33
33
33
33
33
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33
33
33
33
33
33
33
33
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3
33
33
3
4
3
4
34
3
4
34
3
4
34
34
34
34
34
34
3
4
34
34
34
34
34
34
34
34
34
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4
3
4
3
4
34
34
34
34
35
35
35
3
5
3
5
35
35
35
3
5
35
35
35
35
35
35
35
35
35
3
5
35
35
35
35
36
36
36
3
6
37
18"
24"
SEE DETAIL 37A
SPECIAL LATERAL 2' BASE DITCH
2GI
SEE DETAIL 37C
LATERAL 2' BASE DITCH
SEE DETAIL 37A
SPECIAL LATERAL 2' BASE DITCH
ELB
ELB
S
E
E

D
E
T
A
I
L
2
7
D
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2'
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I
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C
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( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -Y35- STA. 17+00 TO STA. 19+50 RT.
DETAIL 37C
b=5 Ft.
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -Y35- STA. 14+23 TO STA. 17+00 RT.
FROM -Y35- STA. 12+75 TO STA. 13+50 RT.
FROM -Y35- STA. 12+50 TO STA. 14+17 LT.
DETAIL 37A
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 37A
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 37B
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM -Y35- STA. 14+33 TO STA. 16+50 LT.
Min. D=1 Ft.
DETAIL 37B
Ground
Natural
Flatter3:1 or
Slope
Fill
28 SY GEOTEXTILE
11 TONS
OUTLET PROTECTION
RIP RAP CL I
1
8
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GRAPHIC SCALE
0'50'100'150'50'
IN WETLAND
EXCAVATION
IN WETLAND
FILL
V10=1.6fps
Q10=7cfs
V10=1.6fps
Q10=5cfs
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
-Y35DET- PC Sta. 12+10.00
-Y35- PC Sta. 12+10.00
15
14
N
AD

83
/ N
S
R
S
2007
SITE 47
SLOPE STAKE
-Y35DET-
SHEET 113
SEE PERMIT DRAWING
-Y35DET-
F
F
F
REMOVE
RETAIN
RETAIN
RETAIN
RETAIN
REMOVE
REMOVE
W/2 ELBOWS 7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B
36" RCP-IV
HW
WETLAND
WETLAND
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SITE 47
-Y35 DET-SHEET 112 OF 120
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00
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PROJ. REFERENCE NO.SHEET NO.0
6
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2
3
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1
6
30 30
20 20
12+50.00
30 30
20 20
13+00.00
30 30
20 20
13+50.00
30 30
20 20
14+00.00
30 30
20 20
14+50.00
30 30
20 20
15+00.00
30 30
40 40
20 20
15+50.00
30 30
40 40
20 20
16+00.00
X-254R-3300A
-Y35-
5 10
32.89
3:
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33.17
3:
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0.0200.020
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3:
13:1 0.0200.020
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3:
1
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31.13
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0.020
2B-4

V10=1.3fps
Q10=4.1cfs
SITE 47
V10=1.5fps
Q10=7cfs
GRAPHIC SCALE
0'50'100'150'50'
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*
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SHEET 113 OF 120
PERMIT DRAWING
24" RCP
12
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EXISTING R/W
EXISTING R/W
15" RCP15" RCP
HARRISON CREEK RD
SR 1573
AREA
LANDSCAPE
CAMERON COMPANY LIMITED PARTNER
DNG PROPERTIES, INC.
CLIFTON GAITHER ET AL
LAURIE G. PEREGOY
GARRETT BUTLER, ET AL CLIFTON GAITHER ET AL
CHURCH
ISLAND CREEK BAPTIST
PARKS FAMILY FORESTRY, LLC
WOODS
WOODS
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WILLIAM J.
PARKS FAMILY FORESTRY, LLC
PARKS FAMILY FORESTRY, LLC
BM17
DESTROYED
CONC R/W
EIR
AREA
LANDSCAPE
License No. F-0672

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
8
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NA
D
83
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2007
FROM -Y35- STA. 14+25 TO STA. 19+00 RT.
FROM -Y35- STA. 12+80 TO STA. 13+00 RT.
SEE DETAIL 2B-A
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 2B-B
STD 2' BASE DITCH
SEE DETAIL 2B-A
SPECIAL LATERAL 2' BASE DITCH
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B
GRADE TO DRAIN
14 SY GEOTEXTILE
5 TONS
OUTLET PROTECTION
RIP RAP CL B
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B
1
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-Y35DET- PC Sta. 12+10.00
-Y35DET- PCC Sta. 14+86.65
-Y35DET- PRC Sta. 17+40.12
-Y35DET- PRC Sta. 19+39.88
-Y35DET- PT Sta. 21+10.55
-Y35- PC Sta. 12+10.00
-Y35- POC Sta. 22+90.50
-L1- POT Sta. 522+94.58
29
24
24
27
26
28
29
-Y35-
-Y35-
-Y35DET- Sta. 12+00.00
BEGIN CONSTRUCTION
END CONSTRUCTION
27A
27B
25
3:
1 D
B
( Not to Scale)
Flatter3:1 or
SPECIAL LATERAL BASE DITCH
FROM -Y35- STA. 14+25 TO STA. 19+00 RT.
FROM -Y35- STA. 12+80 TO STA. 13+00 RT.
DETAIL 2B-A
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 2B-A
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 2B-B
STD 2' BASE DITCH
SEE DETAIL 2B-A
SPECIAL LATERAL 2' BASE DITCH
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B
GRADE TO DRAIN
14 SY GEOTEXTILE
5 TONS
OUTLET PROTECTION
RIP RAP CL B
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
RIP RAP CL B
1
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
C
F
F F
F C
F F
F FF
24
" RC
P-III
(D)2GIREMOVE 5 LF
1
5
"

R
C
P
-
I
I
I

2GI
24
" RC
P-III
(D)2GI
B
3:13:
1 D
( Not to Scale)
STANDARD BASE DITCH
L=32', S=0.39%, DDE=27CY
FROM Y35 STA. 13+00 TO 13+32 RT
DETAIL 2B-B
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Ground
Natural
REMOVE 5 LF
1
5
"

R
C
P
-
I
I
I

2GI
SR 1573 HARRISON CREEK DR 19.5' BST
SR 1573 HARRISON CREEK DR 19.5' BST
BY15
BY16 BY17
GRAPEVINE
W
8' S
OIL
18" RCP
GATE
36" CMP
10
' S
OIL
10
'

S
O
I
L
W
18" RCP
18" RCP 18" RCP
10
'

S
O
I
L
24" WD
10'

C
O
N
C
1SBKD
G
S
CONC
C
O
N
C
ABAND
HTR
8
'

S
OIL
18" RCP
18" RCP
15" RCP
15" RCP
18" RCP
8'
S
O
I
L
8
' S
OIL
10' SOIL
10
'

G
R
RUINS
RUINS W
GRAPEVINE
S
C
U
L
T
IV
A
T
E
D

A
R
E
A
MB

3
3

P
G
6
1
3
0
' AC
C
E
S
S

&

UT
IL
IT
Y

E
AS
E
ME
N
T
EIP
EIPEIP
BENTCONC R/W
DESTROYEDCONC R/W
EIR
EIP
60.00'
60.00'
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
WOODS
WOODS
WOODS
BROKEN
ECM
BROKENECM
DESTROYEDECM
WOODS
GRAPEVINE
36" CMP
GRAPEVINE
36" BK COLUMNS
RIP RAP
36" BK COLUMNS TT
6" PVC
LAURA L. GRADY, ET AL
JESSIE G. HAMPTON
PETER A. LAWRENCE
LESTER SHUFORD
ET UX
MICHAEL A. BOOTH,
SHIRLEY M. HERMAN
GERALD D. HARDISON, ET UX
ELIZABETH GRAHAM, ET AL
MARIE P. MILLER, ET AL
ASHLEY GRAHAM, ET ALS
& HARDISON RENTALS, LLC.
GERALD D. HARDISON, JR.,
RAYMOND H. SIDBURY
RAYMOND H. SIDBURY
S
S
1SFD
BMBY17
*******************************
R/R SPIKE SET IN 18" PINE
N 73°30'45" E Dist 89'
BY1 STATION 48+51.69
N 228597 E 2371967
BMBY17 ELEVATION = 38.98
*******************************
JULIA S. JONES
3
0
3
5
-Y35-
BRG BK=
40
35
34
32
31
33
36
37
06
UNDER R-3300BR/W TO BE ACQUIRE
2
9
-
S
E
P
-
2
0
2
3

13
:
13
m
p
s
t
e
a
d

B
y
p
a
s
s
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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
\
R
3
3
0
0
A
_
h
y
d
_
p
s
h
_
3
8
.
d
g
n
h
t
u
r
n
e
r

A
T

H
E
R
B
0
8
2
0
2
3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
-Y35- Sta. 37+50.00
END CONSTRUCTION
SEE
SH
EE
T
2B-1 FO
R HO
RIZ
O
N
TAL C
U
RVE
DA
TA
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
-Y35- STA 28+01.10 LT
PROP. END SBG
IN WETLAND
EXCAVATION
SEE DETAIL 38A
LATERAL 'V' DITCH
SEE DETAIL 38D
SPECIAL LATERAL 'V' DITCH
2G
I
SEE DETAIL 38C
SPECIAL LATERAL 4' BASE DITCH
SEE DETAIL 38E
STANDARD 4' BASE DITCH
SEE DETAIL 38C
SPECIAL LATERAL 4' BASE DITCH
SEE DETAIL 38A
SPECIAL LATERAL 'V' DITCH
ELB
ELB
SEE DETAIL 38B
LATERAL 2' BASE DITCH
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
b
1"/Ft.
FROM -Y35- STA. 24+20 TO STA. 29+50 RT.
b=5 Ft.
Min. D=1 Ft.
DETAIL 38A
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -Y35- STA. 24+69 TO STA. 28+00 LT.
DETAIL 38B
b=5 Ft.
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 38C SPECIAL LATERAL 4' BASE DITCH
SEE DETAIL 38C
SPECIAL LATERAL 4' BASE DITCH
18"
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -Y35- STA. 33+00 TO STA. 37+50 RT.
FROM -Y35- STA. 30+00 TO STA. 37+50 LT.
DETAIL 38C
B=4 Ft.
Min. D=1 Ft.
Ground
Natural
SEE DETAIL 38C
SPECIAL LATERAL 4' BASE DITCH
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM -SR3- STA. 10+30 TO STA. 18+14 LT.
FROM -SR3- STA. 13+40 TO STA. 18+10 RT.
FROM -SR3- STA. 10+30 TO STA. 12+30 RT.
Min. D=1 Ft.
DETAIL 38D
Ground
Natural
Flatter3:1 or
Slope
Fill
SEE DETAIL 38D
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 38D
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 38D
SPECIAL LATERAL 'V' DITCH
FROM -Y35- STA. 30+90 TO STA. 31+25 RT.
Fill Slope3:1 or Flatter
b=3 Ft.
d=1 Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL 38F
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
18
"
Slope
Fill
MAT
CH
LINE

-
Y3
5
-

S
T
A
2
7
+
0
0
.0
0

S
E
E

S
H
E
E
T

2
7
MATCHLINE -SR3- STA 14+00.00 SEE SHEET 39
38
SEE SHEET 64 FOR -Y35- PROFILE
SEE SHEET 65 FOR -SR3- PROFILE
GRAPHIC SCALE
0'50'100'150'50'
N
:
\
N
C

H
yd
r
o
\
M
17
0
0
6
_
R-
3
3
0
0
A

H
a
m
p
s
t
e
a
d

By
p
a
s
s
\
H
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d
r
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li
c
s
\
P
E
RM
ITS
_
En
v
ir
o
n
m
e
n
ta
l\
D
r
a
w
in
g
s
\
R3
3
0
0
A
_
h
y
d
_
p
s
h
_
3
8
.
d
g
n
h
tu
r
n
e
r
9
/2
9
/2
0
2
3
SITE 48
E E IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
SHEET 114 OF 120
PERMIT DRAWING
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
N
A
D
8
3/
N
S
R
S
2
0
0
7
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
38.47 37.47
24
" RCP
-IV
3
6
"

R
C
P
-
I
V
3
4
.8
6
W/2 ELBOWS
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
24" RCP-IV
18" RCP-IV
SEE DETAIL 38F
TOE PROTECTION
RETAIN
B
3:13:
1 D
( Not to Scale)
STANDARD BASE DITCH
FROM Y35 STA. 33+77 RT. L=25', S=0.28%, DDE=4CY
DETAIL 38E
B=4 Ft.
Min. D=1 Ft.
Ground
Natural
Ground
Natural
24
" RCP
-IV
SEE DETAIL 38G
FS
20:1 10:1
( Not to Scale)
FALSE SUMP
DETAIL 38G
Traffic Flow
Outside Ditch
1.
0
'

M
in
.
LS=Ditch Slope
S
C Proposed Ditch
SR3 STA. 11+00 LT., TOP EL=38.00
REMOVE
36" RCP-IV
SR 1573 HARRISON CREEK DR 19.5' BST
SR 1573 HARRISON CREEK DR 19.5' BST
GRAPEVINE
W
8' S
OIL
18" RCP
GATE
36" CMP
10
' S
OIL
10
'

S
O
I
L
W
18" RCP
18" RCP 18" RCP
10
'

S
O
I
L
24" WD
10
'

C
O
N
C
1SBKD
G
S
CONC
C
O
N
C
ABAND
HTR
8
'

S
OIL
18" RCP
18" RCP
15" RCP
15" RCP
18" RCP
8'
S
OI
L
8
' S
OIL
10' SOIL
10
'

G
R
RUINS
RUINS W
GRAPEVINE
S
C
U
L
T
IV
A
T
E
D

A
R
E
A
MB
3
3

P
G
6
1
3
0
' A
C
C
ES
S

&

UT
IL
IT
Y
E
AS
E
MENT
EIP
EIPEIP
BENTCONC R/W
DESTROYEDCONC R/W
EIR
EIP
60.00'
60.00'
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
WOODS
WOODS
WOODS
BROKEN
ECM
BROKENECM
DESTROYEDECM
WOODS
GRAPEVINE
36" CMP
GRAPEVINE
36" BK COLUMNS
RIP RAP
36" BK COLUMNS TT
6" PVC
LAURA L. GRADY, ET AL
JESSIE G. HAMPTON
PETER A. LAWRENCE
LESTER SHUFORD
ET UX
MICHAEL A. BOOTH,
SHIRLEY M. HERMAN
GERALD D. HARDISON, ET UX
ELIZABETH GRAHAM, ET AL
MARIE P. MILLER, ET AL
ASHLEY GRAHAM, ET ALS
& HARDISON RENTALS, LLC.
GERALD D. HARDISON, JR.,
RAYMOND H. SIDBURY
RAYMOND H. SIDBURY
S
S
1SFD
BMBY17
*******************************
R/R SPIKE SET IN 18" PINE
N 73°30'45" E Dist 89'
BY1 STATION 48+51.69
N 228597 E 2371967
BMBY17 ELEVATION = 38.98
*******************************
JULIA S. JONES
3
0
3
5
-Y35-
BRG BK=
40
35
34
32
31
33
36
37
06
UNDER R-3300BR/W TO BE ACQUIRE
SHEET 115 OF 120
PERMIT DRAWING
2
9
-
S
E
P
-
2
0
2
3

13
:
13
p
s
t
e
a
d

B
y
p
a
s
s
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a
u
l
i
c
s
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E
R
M
I
T
S
_
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n
v
i
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a
w
i
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g
s
\
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3
3
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0
A
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s
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8
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c
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n
.
d
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n
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u
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r

A
T

H
E
R
B
0
8
2
0
2
3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
R-3300A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
SUITE 410
NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
2610 WYCLIFF ROAD
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
-Y35- Sta. 37+50.00
END CONSTRUCTION
SEE
SH
EE
T
2B-1 FO
R HO
RIZ
O
N
TAL C
U
RVE DA
TA
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
-Y35- STA 28+01.10 LT
PROP. END SBG
32
33
33
34
34
3
4
3
4
3
5
35
3
5
35
3
5
35
3
5
3
5
35
35
35
35
3
5
35
35
35
35
35
35
36
36
36
36
36
36
36
36
36
36
36
3
6
3
6
36
36
36
36
3
6
36
36
36
36
36
36
36
36
36
36
36
36
36
36
37
37
37
37
3
7
37
37
37
37
37
37
37
37
3
7
37
3
7
37
37
3
7
37
3
7
37
37
37
3
7
37
37
37
37
37
3
7
37
37
37
37
37 37
37
3
7
37
37
37
37
37
37
37
37
37
3
7
3
7
37
38
38
38
38
38
38
38
38
38
3
8
3
8
3
8
38
38
38
3
8
3
8
38
38
38
38
38
38
38
38
38
38
38
38
38
3
8
38
38
38
38
38
38
3
8
38
38
38
3
8
3
8
38
38
38
38
38
3
838
38
38
3
8
3
8
3
8
38
38
39
3
9
39
3
9
39
3
9
3
9
39
3
9
39
39
39
39
39
39
39
39
39
39
3
9
39
39
39
39
39
39
39
39
3939
39
39
3
9
39
3
9
39
3
9
39
40
40
4
0
40
40
4
0
4
0
40
4
0
40
40
40
4
0
4
0
40
40
40
40
4
0
40
4
1
4
1
4
1
42
IN WETLAND
EXCAVATION
SEE DETAIL 38A
LATERAL 'V' DITCH
SEE DETAIL 38D
SPECIAL LATERAL 'V' DITCH
2GI
SEE DETAIL 38C
SPECIAL LATERAL 4' BASE DITCH
SEE DETAIL 38E
STANDARD 4' BASE DITCH
SEE DETAIL 38C
SPECIAL LATERAL 4' BASE DITCH
SEE DETAIL 38A
SPECIAL LATERAL 'V' DITCH
ELB
ELB
SEE DETAIL 38B
LATERAL 2' BASE DITCH
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
b
1"/Ft.
FROM -Y35- STA. 24+20 TO STA. 29+50 RT.
b=5 Ft.
Min. D=1 Ft.
DETAIL 38A
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -Y35- STA. 24+69 TO STA. 28+00 LT.
DETAIL 38B
b=5 Ft.
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 38C SPECIAL LATERAL 4' BASE DITCH
SEE DETAIL 38C
SPECIAL LATERAL 4' BASE DITCH
18"
3:
1 D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -Y35- STA. 33+00 TO STA. 37+50 RT.
FROM -Y35- STA. 30+00 TO STA. 37+50 LT.
DETAIL 38C
B=4 Ft.
Min. D=1 Ft.
Ground
Natural
SEE DETAIL 38C
SPECIAL LATERAL 4' BASE DITCH
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:
1 D
FROM -SR3- STA. 10+30 TO STA. 18+14 LT.
FROM -SR3- STA. 13+40 TO STA. 18+10 RT.
FROM -SR3- STA. 10+30 TO STA. 12+30 RT.
Min. D=1 Ft.
DETAIL 38D
Ground
Natural
Flatter3:1 or
Slope
Fill
SEE DETAIL 38D
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 38D
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 38D
SPECIAL LATERAL 'V' DITCH
FROM -Y35- STA. 30+90 TO STA. 31+25 RT.
Fill Slope3:1 or Flatter
b=3 Ft.
d=1 Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL 38F
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
18
"
Slope
Fill
MAT
CH
LIN
E

-
Y3
5
-

S
T
A
2
7
+
0
0
.0
0

S
E
E

S
H
E
E
T

2
7
MATCHLINE -SR3- STA 14+00.00 SEE SHEET 39
38
SEE SHEET 64 FOR -Y35- PROFILE
SEE SHEET 65 FOR -SR3- PROFILE
GRAPHIC SCALE
0'50'100'150'50'
N
:
\
N
C

H
yd
r
o
\
M
17
0
0
6
_
R-
3
3
0
0
A

H
a
m
p
s
te
a
d

By
p
a
s
s
\
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ERM
ITS
_
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o
n
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D
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g
s
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R3
3
0
0
A
_
h
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d
_
p
s
h
_
3
8
_
c
o
n
.
d
g
n
h
t
u
r
n
e
r
9
/2
9
/2
0
2
3
SITE 48
E E IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
N
A
D

8
3/
N
S
R
S
2
0
0
7
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
38 .47 37 .47
3
6
"

R
C
P
-
I
V
3
4
.
8
6
W/2 ELBOWS
10 SY GEOTEXTILE
3 TONS
OUTLET PROTECTION
RIP RAP CL B
24" RCP-IV
18" RCP-IV
SEE DETAIL 38F
TOE PROTECTION
RETAIN
B
3:13:
1 D
( Not to Scale)
STANDARD BASE DITCH
FROM Y35 STA. 33+77 RT. L=25', S=0.28%, DDE=4CY
DETAIL 38E
B=4 Ft.
Min. D=1 Ft.
Ground
Natural
Ground
Natural
SEE DETAIL 38G
FS
20:1 10:1
( Not to Scale)
FALSE SUMP
DETAIL 38G
Traffic Flow
Outside Ditch
1.
0
'

M
in
.
LS=Ditch Slope
S
C Proposed Ditch
SR3 STA. 11+00 LT., TOP EL=38.00
REMOVE
36" RCP-IV
WETLAND
WETLAND
WETLAND
WETLAND
N
:
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SITE 48
SHEET 116 OF 120
PERMIT DRAWING
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PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
40 40
30 3033+00.00
40 40
30 3033+50.00
40 40
30 3034+00.00
40 40
30 30
34+50.00
40 40
30 30
35+00.00
40 40
30 30
35+50.00
40 40
30 30
36+00.00
40 40
30 30
36+50.00
40 40
30 30
37+00.00
X-263R-3300A
-Y35-
5 10
37.37
36.04
35.55
3:
1 3:1
3:
13:1
0.0200.020
37.97
36.00
35.10
3:
1 3:1
3:
1
3:1
0.0200.020
38.00
35.95
34.90
3:
1 3:1
3:
1
3:1
0.0200.020
38.14
35.19
35.00
3:
1 3:1
3:
1
3:1
0.0200.020
38.27
35.86
35.09
3:
1 3:1
3:
13:1
0.0200.020
38.4335.86 35.18
3:
1 3:1
3:
13:1
0.0200.020
38.6235.86 35.27
3:
1 3:1
3:
13:1
0.0200.020
WETLANDS
38.8635.86 35.37
3:
1
3:1
3:
13:1
0.0200.020
39.2135.86 35.46
3:
1
3:1
3:
13:1
0.0200.020
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
Site 1
Y33RPCA 23+50 TO Y33LPC 21+45
IMPACTS LOCATED AT Y33RPCA
FILL, Y33LPC FILL, AND DITCH
INSIDE Y33LPC Roadway Fill 4.493 0.205 0.420
Site 2
Y33RPCA 29+35 RT TO 30+87 LT,
Y33LPC 5+47 TO 8+09 RT Roadway Fill 0.672 0.016 0.036
Site 3 Y33 77+38 LT Bank Stabilization 0.049 0.021 89 27
Site 49 Y33 100+10 LT Bank Stabilization 0.004 0.007 14 15
Site 4 Y33RPB 15+70 TO 14+00 RT Roadway Fill 0.103 0.022
Site 5 L 234+23 TO 243+02 RT Roadway Fill 0.440 860
Site 6 Y33RPCA 47+84 LT TO 49+50 LT Bank Stabilization 0.108 300
Site 6 Y33RPCA 49+50 LT TO 58+15 RT Roadway Fill 0.592 0.021 940 36
Site 7 L1 249+91 TO 254+73 Roadway Fill 1.655 0.009 0.126
Site 7 L1 253+29 LT CL. I RIPRAP 0.030 0.013 77 30
Site 7 L1 253+29 2-9'X7' RCBC 0.096 226
Site 7 Temp. Diversion Channel** 0.040 0.017
Site 7 L1 252+86 RT CL. I RIPRAP 0.027 0.003 75 12
Site 8 L1 254+84 TO 260+33 36" Pipe/Roadway Fill 2.178 0.030 0.224
Site 9 L1 282+72 TO 285+60 Roadway Fill 0.605 0.097
Site 9 L1 283+46 3-12'X7' RCBC 0.088 0.016 375 93
Site 9 Temp. Diversion Channel** 0.076
Site 10 L1 306+20 LT CL. II Riprap 0.013 0.005 50 17
Site 10 L1 306+00 7'X5' RCBC 0.059 182
Site 10 L1 305+81 RT CL. II Riprap 0.017 0.002 53 8
Site 11 L1 312+06 TO 312+33 LT CL. I Riprap 0.006 0.015 22 56
Site 11 L1 313+03 48" Pipe 0.149 0.013 483 52
Sub Totals*:9.706 0.376 0.828 0.114 1.678 0.116 3747 346
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 117 OF 120
8/30/2023
PENDER & NEW HANOVER
R-3300A
40237.1.1
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
** Temporary Excavation Impact for the Diversion Channel NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS

Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
Site 11 L1 312+20 LT TO 315+52 RT Roadway Fill 0.278 0.031
Site 12 L1 335+64 to 337+84 LT Roadway Fill 0.211 0.045
Site 13 L1 337+91 TO 350+22RT Roadway Fill 3.762 0.405
Site 50 SR2 14+30 24" Pipe 0.005 0.022
Site 14 L1 350+22 RT to 353+09 LT Roadway Fill 0.918 0.057 0.040
Site 15 SR1 14+86 LT CL. II Riprap 0.008 0.003 26 10
Site 15 SR1 15+38 72" Pipe 0.073 231
Site 15 SR1 11+87 to 15+36 RT Roadway Fill 0.332 0.004 0.012 0.005
Site 16 Y34 12+86 to 13+92 RT Lateral 4' Base Ditch 0.018 0.018
Site 17 Y34 13+88 to 15+70 LT 24" Pipe 0.046 0.025 0.010
Site 18 SR9 13+67 to 14+16 18" Pipe 0.083 0.013
Site 19 Y34 35+75 to 36+11 RT Special Lateral 4' Base Ditch 0.015 0.008
Site 20 L1 357+54 to 360+80 2 @ 18" Pipe 0.758 0.005 0.037
Site 20**L1 358+61 to 360+03 LT Indirect Impacts - Total Take 0.035
Site 21 *** L1 383+67 LT - 385+75 LT Dual 2@115', 72" MBT 0.108 0.031 0.087 0.075 0.021 0.011 83 51
Site 21 L1 385+75 LT - 389+03 RT 54" RCP & 2@18" RCP 0.615 0.011 0.078 0.038 0.003 212 37
Site 22 L1 394+75 LT - 397+33 RT 54" RCP 0.195 0.008 0.043
Site 23 L1 399+85 LT - 401+69 RT 30" RCP 0.192 0.002 0.025
Site 24 L1 408+64 LT - 412+19 RT 18" RCP 0.384 0.006 0.003
Site 25 L1 412+20 LT - 414+78 LT Roadway fill 0.255 0.014
Site 25 L1 414+86 LT - 415+77 LT 36" RCP 0.240 0.013
Site 26 L1 415+60 RT - 415+67 RT 36" RCP 0.001 0.007
Site 27 **** L1 425+74 RT - 429+10 LT Dual 1@125',1@117', 72" MBT 0.192 0.111 0.424
Site 27 L1 428+70 RT - 429+37 LT Roadway fill 0.020 0.002
Sub Totals*:8.630 0.182 0.508 1.020 0.140 0.017 551 98
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 118 OF 120
8/30/2023
**** Site 27: Temp. work brg, "Temp Fill in SW": (14HP piles) 20sf total. (not included in quantities above)PENDER & NEW HANOVER
**** Site 27: Interior Bent "Fill in wetland": 6 @ 9' 6" square footings: 542 sf total, not included in quantities above R-3300A
40237.1.1
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
** Site 20: Total Site Impact of 0.79 acres includes 0.76 acres of direct impacts and 0.03 acres of indirect impacts. Total Take impacts 1:1 mitigation.NC DEPARTMENT OF TRANSPORTATION
*** Site 21: Temp. work brg, Temp Fill in Wetlands (14HP piles): 40 sf total. (not included in quantities above)DIVISION OF HIGHWAYS
**** Site 27: Temp. work brg, "Temp Fill in Wetlands": (14HP piles) 244sf total. (not included in quantities above)
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
Site 28 L1 434+12 LT - 436+70 RT 48" RCP 0.140 0.018 0.066 221
Site 28 L1 434+12 LT - 436+70 RT Bank Stabilization 0.006 0.008 27 41
Site 29 L1 442+28 LT - 445+38 RT 2@6'x7' RCBC 0.490 0.009 0.037 0.062 0.074 215
Site 29 L1 442+28 LT - 445+38 RT Bank Stabilization 0.030 0.001 137 8
Site 30 L1 447+37 RT - 451+09 LT Roadway fill 0.617 0.031
Site 31 L1 452+05 RT - 452+66 RT 24" RCP 0.070 0.002 0.010
Site 32 L1 454+25 LT - 455+48 LT 30" RCP 0.106 0.004 0.010
Site 33 L1 455+52 RT - 467+46 RT Roadway fill & 2@36" RCP 0.797 0.015 0.062
Site 34 L1 467+39 LT - 470+68 RT Roadway fill & 36" RCP 0.197 0.015
Site 35 L1 469+77 LT - 485+61 RT 5@36" RCP 5.599 0.002 0.391
Site 36 L1REV 518+59 LT - 520+73 RT Roadway fill 0.108 0.005
Site 37 ** L1REV 519+89 RT - Y35 20+28 LT 2@7'x8' RCBC 0.715 0.091 0.051 0.089 0.008 285 30
Site 37 L1REV 519+89 RT - Y35 20+28 LT Channel Relocation 0.094 345
Site 38 L1REV 528+18 LT - 529+81 LT Roadway fill 0.185 0.024
Site 39 L1REV 532+78 RT Roadway fill 0.023
Site 40 L1REV 534+46 - 535+20 RT Roadway fill 0.067
Site 41 L1REV 537+11 - 538+10 LT 36" RCP 0.151
Site 42 L1REV 537+60 RT Lateral ditch 0.001 0.005
Site 43 L1REV 538+02 - 538+47 LT Lateral ditch 0.006 0.005 0.015
Site 44 L1REV 545+23 LT - 546+61 RT 36" RCP 0.267 0.027
Site 45 L1 560+15 RT Roadway fill 0.001 0.001
Site 46 L1 562+69 LT - 563+66 LT Roadway fill 0.015 0.025
Site 46 L1 564+45 LT - 568+65 RT 1@36" RCP,3@12'X8' RCBC 1.808 0.037 0.094 0.169 0.101 0.023 238 34
Site 46 L1 564+45 LT - 568+65 RT Bank Stabilization 0.090 176
Sub Totals*:11.362 0.046 0.251 0.921 0.550 0.040 1644 113 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 119 OF 120
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
PENDER & NEW HANOVER
R-3300A
40237.1.1
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
8/30/2023
** Site 37 Temp. Fill in Wetlands entry is Temp Excavation in Wetlands

Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
Site 47 Y35 13+45 RT - 14+17 RT 36" RCP 0.070 0.001 0.009
Site 48 Y35 36+00 LT Lateral ditch 0.001 0.006

Sub Totals THIS SHEET 0.070 0.002 0.015
Sub Totals SHEETS 117-119 29.698 0.046 0.809 2.257 1.134 2.368 0.173 5942 557
TOTALS*:29.768 0.046 0.811 2.272 1.134 2.368 0.173 5942 557
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 120 OF 120
8/30/2023
PENDER & NEW HANOVER
R-3300A
40237.1.1
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS