HomeMy WebLinkAbout20190370 Ver 2_U-4906 HYD_Permit_drawing_08-12-2021_20221222(Version 2.08; Released April 2018)
TIP No.:40255.1.1 County(ies):Onslow Page 3 of 3
Sheet
No.
Station & Coordinates
(Road and Non Road
Projects)
Surface
Water Body Riprap Type
Drainage
Area
(ac)
Conveyance
Structure
-L- 155+67 RT
34.87092,-77.49642
-Y2 REV- 17+47 RT
34.86993,-77.49676
Preformed Scour Holes and Energy Dissipators
N/A46.0Pipe 48"
1.2
1.7
WBS Element:
Class I13(3)UT to New
River
(3)UT to New
River13
Highway Stormwater Program
Additional Comments
North Carolina Department of Transportation
Std. Riprap Pad 191.0
V10
(fps)
Energy Dissipator
Type
Std. Riprap Pad
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
BMP
Associated w/
Buffer Rules?
Pipe21.0Class 'B'
Q10
(cfs)
Pipe/Structure
Dimensions
(in)
9.0 N/A30"
* Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy
Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria.
SHEET 1 OF 22
PERMIT DRAWING
WETLAND AND SURFACE WATER IMPACTS PERMIT
DRIVEHOLLOWHIDDEN
-
Y1-
LAN
E
RO
BERT
FIELD
RO
AD
W
H
ALEY
B
O
U
L
E
V
A
R
D
S
T
A
T
E
SI
D
E
R
O
A
D
WI
N
DI
N
G
RI
VE
R
S
R
1
3
8
0
E
RI
C
A
L
A
N
E
-Y3-
C
O
U
RT
TH
O
MP
S
O
N
G
ILBERT
N
BRYA
N
RO
A
D
D
RIVE
BRIDLEWO
O
D
E
MILY LO
O
P
-Y 4 -
RU
N
SQ
UI
RES
ONSLOW COUNTY
25 50 10050
25 50 10050
5 10 2010
D
T
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
K
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
Prepared in the Office of:
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
U-4906DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
0
8
/
10
/
2
0
2
1
.
.
.
\
U
-
4
9
0
6
_
H
Y
D
_
P
R
M
_
P
S
H
1_
T
S
H
.
d
g
n
H
N
T
B
T
I
P
P
R
O
J
E
C
T
:
U
-
4
9
0
6
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
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
NCDOT CONTACT
2019
2040
23000
60/50V**
* TTST =1%DUAL 3%
MINOR ARTERIAL
FUNC CLASS =
STATEWIDE TIER
8
60
4
4
5
6
7
8910 11 12
13
1
4 15
16
17 18
1
9
20
21 22
23
2
4
25
SR
1311
SR 1308
S
R
1
9
3
8
SR
13
14
SR
1316
SR 13
5
3
2031SR
SR
13
8
6 S
R
1
3
2
3
S
R
2
0
17
S R 1 3 2 4
SR 1308
NEW RIVER
SR 13
2
2
C
R
E
E
K
R
UN
S
Q
UI
R
E
S N
EW
R
I
V
ER
GUM
BRANCH
SR
13
14 S
R
1
3
1
6
HALF
MOONCREEK
RU
N
M
ILLS
S
WA
MP
JENKINS
258
24
24258
VICINITY MAP
TOTAL LENGTH OF TIP PROJECT U-4906
LENGTH OF ROADWAY TIP PROJECT U-4906
40255.1.1
EXISTING TRAFFIC SIGNAL
TO RICHLANDS
(GUM BRANCH ROAD)SR 1308 (
MILLS FIEL
DS R
O
A
D)
SR 1313
R
O
A
D
)
B
R
I
D
G
E
(
Q
U
A
K
E
R
S
R
1
9
3
8
(N
W
BRID
G
E
RO
A
D
)
S
R
13
14
RO
AD
)
TH
O
MPS
O
N
(EM MA
S
R 13
8
2
BO
U
LEVA
RD
)
(C
O
U
N
TRY
C
LU
B
S
R
13
9
0
(RH
O
D
ES
TO
W
N
RO
AD
)
SR
13
16
(H
O
WARD
RO
AD)
SR 13
5
3
R
O
A
D
)
(
T
I
M
O
T
H
Y
S
R
1
3
8
8
(
M
c
A
R
T
H
U
R
D
R
I
V
E
)
S
R
1
3
7
9
(
MENDOVER DRIVE)
SR 2031
D
RIVE)
(M
ILL PO
N
D
SR 19
8
6
C
H
U
R
C
H
R
O
A
D
)
(
H
A
L
F
M
O
O
N
S
R
1
3
2
3
(BAYSD
E
N
D
D
RIVE
)
SR 1994
(RA M S EY RO
AD )
S R 1 3 2 4
D
RIV
E)
(ED
G
E WO
O
D
SR 1937
TO JACKSONVILLE
P.E.
PROJECT
BEGIN
PROJECT
END
= 6.605 MILES
= 6.605 MILES
STP-1308(12)
41000
26
40255.2.2 STP-1308(12)
40255.3.3 STP-1308(12)
R.O.W., UTIL.
CONST.
-
L-
-
L-
-
L
1-
-
L1-
-L- POT STA 30+50.00
BEGIN TIP PROJECT U-4906
BEGIN CONSTRUCTION
-L1- POT STA 81+55.00
END TIP PROJECT U-4906
END CONSTRUCTION
-
Y
2
R
E
V
-
C
O
N
T
R
A
C
T
:
C
2
0
3
6
4
9
AND 50 MPH FROM QUAKER BRIDGE ROAD TO EDGEWOOD DRIVE
** DESIGN SPEED IS 60 MPH FROM SQUIRES RUN BRIDGE TO QUAKER BRIDGE ROAD
MICHAEL BASS
-L1- STA 46+70.00
END CONSTRUCTION
9
0
%
P
L
A
N
S
U
B
M
I
T
T
A
L
-L1- STA 23+25.00
BEGIN RESURFACING
END CONSTRUCTION
-L1- STA 58+82.30
END RESURFACING
BEGIN CONSTRUCTION
-L- POT STA 280+00.00
BEGIN RESURFACING
END CONSTRUCTION
-L1- STA 44+52.50
BEGIN CONSTRUCTION
JUNE 28, 2017
(
CO
W
H
O
RN
RO
A
D)
SR
1
3
1
1
C
R
E
EK
D
R
-Y
5
- RO
C
K
S
W
A
M
P
C
O
W
H
O
R
N
2018 STANDARD SPECIFICATIONS
DOUGLAS M. WHEATLEY, PE
-L1- STA 10+00.00
-L- STA 307+68.37 =
See Sheet 1A For Index of Sheets
-L1- POT STA 13+73.34
BEGIN CONSTRUCTION
-L1- POT STA 14+00.00
END RESURFACING
MILLS FIELDS RD (SR 1313) TO EAST OF RAMSEY ROAD (SR 1324)
GUM BRANCH ROAD (SR 1308) - WIDENING FROM THE WEST OF
AND SIGNALS
GRADING, PAVING, DRAINAGE
See Sheet 1B For Conventional Symbols Sheet
PROPOSED TRAFFIC SIGNAL
N ORTH RO
LINA
D
O
UG
L
A
S M.W HEATEY
L
AC
P
ESSIO
NA
L
FOR
NEER
NGI
E
SEAL
36786
E E
R
FES
O
NA
L
NG
R
N N
P
OS
I
INE
ORTHCARO
LIA
SEAL
15764J
A
M
E
S A. B Y R D
SEPTEMBER 21, 2021
JACQUELINE MARROQUIN, EI
18A
Jenkins
Swamp
Swamp
Juniper
Swamp
Juniper
Swamp
Cowhorn
Swamp
Cowhorn
S
wamp
1.18
.30
.50
NAD 83/ NSRS 2007
SITE 1
SITE 2
SITE 3
SITE 4
SITE 5
GR
GR
15" RCP
GRAVEL
15" RCP
15
'
GR
15" RCP
15
' S
OIL &GR
18" RCP
15" RCP
10
' GR
GR
15" RCP 15" RCP 18" RCP
S48" CHL
36" ELECTRIC
142"x91" CMAP (4-PIPES)
4
8
"
WI
R
E
PASTURE
CULTIVATED FIELDCULTIVATED FIELDCULTIVATED FIELD
GR
EIR EIP
PK PK
EIREIR
PK
DB 3969 PG 456
ANDREW WESTON, et al
DB 4111 PG 641
DB 4044 PG 431
SOPHIE CHAO
N 29°14'39"
W
115.16'S 89°56'14" W
77.91'
N
3
6°
2
5'
3
1"
W
9
7.
7
3'
N 15°15'04"
W
91.11'
S 74°58'58" W
146.73'
S 6 2 °5 8'13 " W
15 0 .7 0'N
45°24'
24" W106.
93'
N 73°33'15" E
155.80'
N 11°23'50"
W
53.18'
N
3
4°
3
2'
0
2"
W
2
0
0.
2
5'
S
2
9
°18
'5
4
"
W
116
.7
2
'
N 59°14'49" W
74.05'
N 80°12'29" E
46.77'
N
2
7
°3
2
'
5
3
"
E
110
.
0
7
'
S
44°14'
06"
E82.
41'
S
52
°34'17
"
E
103
.70'
S
2
7
°3
0
'
4
7
"
W
8
8
.
0
1'
CAR JACK
N
2
5
°2
4
'
2
0
"
E
10
7
.
12
'
S 64°50'10" E
209.78'EIP
S
2
5
°0
1'
16
"
W
10
6
.
6
3
'
N
2
5
°
0
1'
16
"
E
6
8
.
6
3
'
S
2
4
°
4
8
'
3
2
"
W
2
19
.
6
5
'
N 63°52'34" W
3.70'
EIP
HTR
HTR
1SBKD
S
S
1SBKD
G
48" CHL
4
8
"
C
H
L
48" CHL
CONC
CONC
1SBKD
N
3
9
°2
0
'3
3
" E
110
.2
6
'
N 4
4
°3
6
'5
7
" E
6
8
.3
0
'
N
16
°
3
2
'
5
7
"
E
7
2
.
17
'
S
3
7°
11'
0
9"
E
6
4.
9
4'
S 11°26'22" E
103.65'
S 64°20'52" E
34.55'
N
58°58'55" E
147.56'
N
2
0
°
2
3
'
4
3
"
E
B
U
S
1S
B
L
K
DB 473 PG 221
et ux
GEORGE NEWBOLD,
22' PAVED ROADWAY
SR1308 - GUM BRANCH RD.
(5-11-11_DOD)
ESTATE FILE OF SARAH MAZINGO
MICHAEL BYNUM
CHARLES WESTMORELAND, et al
ESTATE FILE (JUNE 4, 2008)
KEITH GURGANUS
DB 247 PG 368
DESC. NOT GOOD
ESTATE FILE OF SARAH MAZINGO (5-11-11_DOD)
BY TAX MAPPING
SUZANNE POSTE
DB 873 PG 212
DB 3969 PG 456
ANDREW WESTON, et al
DB 4111 PG 641
et al
MARSHBURN,
PEGGY
DB 504 PG 459
MB 41 PG 153
DB 826 PG 514
SUZANNE POSTE
6
0
'
R
/
W
EXISTING R/W
EXISTING R/W
6
0
'
R
/
W
EXISTING R/W
EXISTING R/Wbb
|aa I
II d b
ab
b
bHH
(AATUR)(AATUR)
LINE OVER CREEK
EXPOSED WATER
E
O
I
END
WV/
d
6" ONWASA
6
"
C
.
O
.
J
.
10" C.O.J.
6" ONWASA 6" ONWASA
14" ONWASA
(AATFI)ELEC.
E
O
I
E
O
I
BZ
BZ
B
Z
BZ
Shoreline AEC
30' Public Trust
Shoreline AEC
30' Public Trust
B
Z
Shoreline AEC
30' Public Trust
Shoreline AEC
30' Public Trust
BZB
Z
SHEET 2 OF 22
PERMIT DRAWING
- Charter will abandon underground in place
Notes:
8
/
10
/
2
0
2
1
.
.
.
\
U
-
4
9
0
6
_
H
Y
D
_
P
R
M
_
P
S
H
7
.
d
g
n
H
N
T
B
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
7U-4906
S
E
E
S
H
E
E
T
8
M
A
T
C
H
L
I
N
E
-
L
-
S
T
A
8
5
+
0
0
.
0
0
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED
FOR -L- PROFILE, SEE SHEET 28
-L-
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
S
EE
S
H
EET
6
M
A
TC
H
LIN
E
-
L-
S
TA
7
1+
0
0
.0
0
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
b b
|aa I
II d b
ab
b
bTHH
E
O
I
E
O
I (AATUR)(AATUR)
LINE OVER CREEK
EXPOSED WATER
E
O
I
END
WV/
d
6" ONWASA
6
"
C
.
O
.
J
.
10" C.O.J.
6" ONWASA 6" ONWASA
14" ONWASA
UNABLE TO FIELD LOCATE THIS STRUCTURE.
BURIED F.O. HAND HOLE IN THIS VICINITY.
NOTE: CENTURY-LINK RECORDS INDICATE A
T
7
5
8
0 8
5
F
F F
C C
F
F
F
F
F
F
FFF
F
F
F
F
FFF
FF
RETA
IN
R
E
TA
I
N
RETA
IN
RE
TA
IN
SEE DETAIL 1
SPEC. LAT. 'V' DITCH
RETAIN RETAIN RETAIN RETAIN
RETAIN
RETAIN
RETAIN
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
3:
1
DETAIL 1
Ground
Natural
Min. D= 1.0 Ft.
FROM -L- STA. 75+50 TO STA. 77+50 RT.
D Flatter3:1 or
Slope
Fill
4
- Charter will abandon underground in place
Notes:
N
S
R
S
2
0
0
7
N
A
D
8
3/
11
11
12
12
13
1
3
1
3
14
1
4
14
1
4
141
4
14
14
15
15
1
5
15
1
5
15
1
5
15
15
1
5
15
1
5
1
5
1616 1
6
1
6
16
16
16
16
16
16
16
16
17
17
1
7
171717
17
1
7
17
17
17
17
17
17
17
17
1
8
1
8
1818
1
8
18
18
1
8
18
18
18
18 18
18
18
18
18
18
18
1
8
18
18
18
1
8
18
18
1
8
18
18
18
1
8
18
18
1
8
1
8
18
18
18
18
1
9
19
19
19
19
19
19
19
1
9
19
19
1
9
19
1
9
19
1
9
19
19
1919
19
19
1
9
19
1
9
19
1
9
20
20
20
20
20 20
20
20
20
20
20
20
2
0
2
0
20
20
20
20
2 0
20
2020
20
20
2
0
20
20
20
21
21
21
212121
21
21
21
21
21
21
21
22
22
2
2
22
22
22
2222
22
22
22
22
2
2
2222
22
22
2
2
2
2
22
22
23
23
2
3
23
23
23
23
23
23
23
23
23
23
23 23
23
23
23
23 23
24
24
24
24
242424
24
24
24
24
24
24
24 24
24
24
24 24
2
4
24
2
5
25
25
25 25
2525
25
25 25
25
25
25
25
25
2
5
2
5
25
2
5
25
25 25
25
25
25
2
5
25
2
5
25
25
25
25
25
25
25
25
25
2
6
26
26
26
2
6
2626
26
2
6
26 26
2
6
26
26
26
26
26
26
26
26
26
27
27
27
27
27
27
27
27
2
7
27
27
27
2
7
27
27
2
7
2
7
2
8
28
28 28
28
2
8
28
28
28
28
28
28
2
8
28
28
2
8
28
2
8
29
29
29
29
2
9
29
2
9
29
29
29
29
29
29
29
29
29
29
30
3
0
3
0
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
3
0
3
0
30
31
31
31
31
31
31
31
3
1
3
1
3
2
32
3232
3
2
33
33
333
3
33
34
34
35
36
GR
GR
15" RCP
GRAVEL
15" RCP
15
'
GR
15" RCP
15
' S
OIL &GR
18" RCP
15" RCP
10
' GR
GR
15" RCP 15" RCP 18" RCP
S48" CHL
36" ELECTRIC
142"x91" CMAP (4-PIPES)
4
8
"
WI
R
E
PASTURE
CULTIVATED FIELDCULTIVATED FIELDCULTIVATED FIELD
GR
EIR EIP
PK PK
EIREIR
PK
DB 3969 PG 456
ANDREW WESTON, et al
DB 4111 PG 641
DB 4044 PG 431
SOPHIE CHAO
N 29°14'39"
W
115.16'S 89°56'14" W
77.91'
N
3
6°
2
5'
3
1"
W
9
7.
7
3'
N 15°15'04"
W
91.11'
S 74°58'58" W
146.73'
S 6 2 °5 8'13 " W
15 0 .7 0'N
45°24'
24" W106.
93'
N 73°33'15" E
155.80'
N 11°23'50"
W
53.18'
N
3
4°
3
2'
0
2"
W
2
0
0.
2
5'
S
2
9
°18
'5
4
"
W
116
.7
2
'
N 59°14'49" W
74.05'
N 80°12'29" E
46.77'
N
2
7
°3
2
'
5
3
"
E
110
.
0
7
'
S
44°14'
06"
E82.
41'
S
52
°34'17
"
E
103
.70'
S
2
7
°3
0
'
4
7
"
W
8
8
.
0
1'
CAR JACK
N
2
5
°2
4
'
2
0
"
E
10
7
.
12
'
S 64°50'10" E
209.78'EIP
S
2
5
°0
1'
16
"
W
10
6
.
6
3
'
N
2
5
°
0
1'
16
"
E
6
8
.
6
3
'
S
2
4
°
4
8
'
3
2
"
W
2
19
.
6
5
'
N 63°52'34" W
3.70'
EIP
HTR
HTR
1SBKD
S
S
1SBKD
G
48" CHL
4
8
"
C
H
L
48" CHL
CONC
CONC
1SBKD
N
3
9
°2
0
'3
3
" E
110
.2
6
'
N 4
4
°3
6
'5
7
" E
6
8
.3
0
'
N
16
°
3
2
'
5
7
"
E
7
2
.
17
'
S
3
7°
11'
0
9"
E
6
4.
9
4'
S 11°26'22" E
103.65'
S 64°20'52" E
34.55'
N
58°58'55" E
147.56'
N
2
0
°
2
3
'
4
3
"
E
B
U
S
1S
B
L
K
DB 473 PG 221
et ux
GEORGE NEWBOLD,
22' PAVED ROADWAY
SR1308 - GUM BRANCH RD.
(5-11-11_DOD)
ESTATE FILE OF SARAH MAZINGO
MICHAEL BYNUM
CHARLES WESTMORELAND, et al
ESTATE FILE (JUNE 4, 2008)
KEITH GURGANUS
DB 247 PG 368
DESC. NOT GOOD
ESTATE FILE OF SARAH MAZINGO (5-11-11_DOD)
BY TAX MAPPING
SUZANNE POSTE
DB 873 PG 212
DB 3969 PG 456
ANDREW WESTON, et al
DB 4111 PG 641
et al
MARSHBURN,
PEGGY
DB 504 PG 459
MB 41 PG 153
DB 826 PG 514
SUZANNE POSTE
6
0
'
R
/
W
EXISTING R/W
EXISTING R/W
6
0
'
R
/
W
EXISTING R/W
EXISTING R/Wbb
|aa I
II d b
ab
b
bHH
(AATUR)(AATUR)
LINE OVER CREEK
EXPOSED WATER
E
O
I
END
WV/
d
6" ONWASA
6
"
C
.
O
.
J
.
10" C.O.J.
6" ONWASA 6" ONWASA
14" ONWASA
(AATFI)ELEC.
E
O
I
E
O
I
BZ
BZ
B
Z
BZ
Shoreline AEC
30' Public Trust
Shoreline AEC
30' Public Trust
B
Z
Shoreline AEC
30' Public Trust
Shoreline AEC
30' Public Trust
BZB
Z
SHEET 3 OF 22
PERMIT DRAWING
- Charter will abandon underground in place
Notes:
8
/
10
/
2
0
2
1
.
.
.
\
U
-
4
9
0
6
_
H
Y
D
_
P
R
M
_
P
S
H
7
.
d
g
n
H
N
T
B
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
7U-4906
S
E
E
S
H
E
E
T
8
M
A
T
C
H
L
I
N
E
-
L
-
S
T
A
8
5
+
0
0
.
0
0
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED
FOR -L- PROFILE, SEE SHEET 28
-L-
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
S
EE
S
H
EET
6
M
A
TC
H
LIN
E
-
L-
S
TA
7
1+
0
0
.0
0
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
b b
|aa I
II d b
ab
b
bTHH
E
O
I
E
O
I (AATUR)(AATUR)
LINE OVER CREEK
EXPOSED WATER
E
O
I
END
WV/
d
6" ONWASA
6
"
C
.
O
.
J
.
10" C.O.J.
6" ONWASA 6" ONWASA
14" ONWASA
UNABLE TO FIELD LOCATE THIS STRUCTURE.
BURIED F.O. HAND HOLE IN THIS VICINITY.
NOTE: CENTURY-LINK RECORDS INDICATE A
T
7
5
8
0 8
5
F
F F
C C
F
F
F
F
F
F
FFF
F
F
F
F
FFF
FF
RETA
IN
R
E
TA
I
N
RETA
IN
RE
TA
IN
SEE DETAIL 1
SPEC. LAT. 'V' DITCH
RETAIN RETAIN RETAIN RETAIN
RETAIN
RETAIN
RETAIN
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
3:
1
DETAIL 1
Ground
Natural
Min. D= 1.0 Ft.
FROM -L- STA. 75+50 TO STA. 77+50 RT.
D Flatter3:1 or
Slope
Fill
4
- Charter will abandon underground in place
Notes:
N
S
R
S
2
0
0
7
N
A
D
8
3/
b
a
H
ab
p
a
b
d
a
a
d
H H
b
b
a
d
d
10" ONWASA
14" ONWASA
8"
O
N
W
A
SA
12" C.O.J.
10
"
C.
O.J.
10"
O
N
W
A
S
A
T
W
C (
D
U
C
T)
14" ONWASA
a
b
|b
a
a
|
ab|
ARV
F
S
S
48" CL
K
48"
WD
48"
WD
48"
W
D
12"
RCP
15"
RC
P
4
8
" WD
16' SOIL
16'
SOI
L
W
15" RCP
15" RCP
15" R
CP
18" RCP
18" RCP
DI
10' GR
10' GR
13' SOIL
15"
H
D
P
E
24" RCP
PLA
N
TER
B
O
X
W
O
O
DS
48" W
D
W D /S
30" RCP
18" RCP
WD/SPLANTER
4
8" 4
S
E
L
E
C
15
'
S
OIL/
GR
48" RCP
15" RCP
4
8
"
C
M
P
4
8
"
R
C
P
P
AD
CONC PARKINGBST
PARKINGGR
JB
DI
DI
B
S
T
PARKINGGR
10'
C
O
N
C
10'
G
R
18" RCP
18" RCP
WD/S
SR
1938 -
Q
U
A
K
ER
B
RI
D
G
E
R
D.
22'
PA
V
ED
RO
A
D
W
A
Y
12"
R
CP
CULTIVATED FIELD
(THIS END)15" RCP
(THIS END)18" RCP
NO PIPE
15" RCP
S
PK
PK
PK
PK
PK
PK
PK
EIR
EIP
WILLIAM HANCOCK, et ux
KATHRYN M. FAIRCLOTH
ASHLEY K. &
FRANKLIN MARSHBURN
EDNA P. &
BETTY CULLIPHER, et al
EIP
B
S
T
S
60.00'
E
XIS
TIN
G
R/
W
E
XIS
TI
N
G
R/
W
6
0
.0
0
'
EXISTIN
G
R/
W
EXI
STIN
G
R/
W
24' P
A
VE
D
R
O
A
D
W
A
Y
S
R1314 -
N
O
R
T
H
WES
T
B
RI
D
GE
R
D.
10
6
10
7
10
9
22' PA V ED R O A D W A Y
SR 1308 - G UM
B R A N C H R D .
THOMPSON
MARGARET M.
& EDNA MARSHBURN
GEORGE FRANKLIN
ZELMA RAHAL, et al
PATSY ANN SYDES
DAVID M. &
ZELMA RAHAL, et al
DB 1450 PG 289
BETTY CULLIPHER, et al
EX IS T ING R /W
EX IS T ING R /W
60' R/
W
6
0'
R/
W
EXISTING R/W
EXISTING R/W
10' B
S
T
10
8
48" W O O D
JACOB ERIN MARSHBURN
GARY DALE JR &
B
G
HTR
1SFD
1SFD
HTR
BUS
1S BLK
CZOSNYKA
KATHERINE &
RONALD J.BUS
1S BLK
EIP
EIP
CEMETERY
1 SFD
W
D
3
6
"
PASTURE
FIELDCULTIVATED
GR
TH 19 TH 20
TH 21
TH 22
TH 23
TH 24
a
b
|b
a
a
|
ab|
ARV
F
S
S
b
a
I
I
H
ab
p
I
a
I
b
d
a
a
d
H H
b
b
a
d
d
10" ONWASA
14" ONWASA
8"
O
N
W
A
SA
12" C.O.J.
12" C.O.J.10" C.O.J.
10
"
C.
O.J.
10"
O
N
W
A
S
A
E
OI
E
OI
EOI E
OI
EOI
(
A
A
T
U
R)
D
U
C
T
C.
O.J.
DUCT C.O.J. (AATUR)
DUCT C.O.J. (AATUR)
(AATUR)
(AATUR)
T
W
C (
D
U
C
T)(AATUR)
(
A
A
T
U
R)
E
OI
(AATFI)
(AATFI)
(
A
A
TFI)
(AATFI)
(AATUR)
(A A T U R )
D U C T
D
U
C
T
DUCT
14" ONWASA
EOI
REPEATER
18" RCP
SEE S
HEET 12
M
AT
C
H
LI
N
E -L- ST
A 152+00.00
S
E
E
S
H
E
E
T
1
4
M
A
T
C
H
LI
N
E -
L-
S
T
A
1
6
5
+
0
0.0
0
4
/
11/
2
0
19
.
.
.
\
U
-
4
9
0
6
_
H
Y
D
_
P
R
M
_
P
S
H
13
.
d
g
n
H
N
T
B
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
13U-4906
-L-
-L-
-
Y2_
RE
V-
FOR -Y2_REV- PROFILE, SEE SHEET 38
FOR -L- PROFILE, SEE SHEET 31
-
Y
2_REV-
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
155
1
6
0
EXIST.
0
4
0
0 0403
02
01
00
17'INC+38.5904
0
3
0
2
0
1
1
7'I
NC
1
0
15 2001
02
0304
0
4
0
3
0
2
0
1
0
0
0
1
0
2
0
3
0
4
0
4
03
01
02 000102030405EXIST.
C
F
F CC
F
C
C
C
F
F
C
C
C
C
C C
C
C
C
F
C
C
F
C
F
F
F
F
F FCF
CF
C
C.CNI
'52.81
.CNI'52.81
.CN
I '5
2
.8
1
4
5'
4
5'
5
0
'
49'
4 5 '
24
25
26
27
28 29
30
31
32
32
93
O
RETAIN
REMOVE
REMOVE
REMOVE
RETAIN
15"
15"
R
E
T
AI
N
HW
HW
EST. 21 SYGF
EST. 8 TONS
CLASS 'B' RIP-RAP
EST. 65 SYGF
EST. 45 TONS
CLASS 'I' RIP-RAP
DDE=35 CY
S=0.3%
SEE DETAIL 11
12' STD. BASE DITCH
SEE DETAIL 10
4' LAT. BASE DITCH
EST. 38 SYGF
EST. 10 TONS
CLASS 'I' RIP-RAP
GTD
GTD
REM
O
V
E
15"
RETAI
N
RETAI
N
REMOVE
R
E
T
AI
N
RE
M
O
VE
REMOVE
RETAINRETAINRETAINR
E
T
AI
N
RETAIN
RETAIN
RETAI
N
18"
18"
DI
REMOVE
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
SEE DETAIL 1
SPEC. LAT. 'V' DITCH
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
SEE DETAIL 1
SPEC. LAT. 'V' DITCH
DDE = 325 CY
S = 0.3%
SEE DETAIL 9
4' STD. BASE DITCH
SEE DETAIL 1
SPEC. LAT. 'V' DITCH
GTD
15"
SPECIAL LATERAL 'V' DITCH
DETAIL 5
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Ground
Natural
Ground
Natural
DD 4:13:
1 Slope
Fill
Min. D= 1.0 Ft.
Slope
Fill
FROM -Y2_REV- STA. 13+00 TO STA. 14+00 RT.
FROM -L- STA. 159+36 TO STA. 165+00 LT.
FROM -L- STA. 161+07 TO STA. 164+75 RT.
FROM -L- STA. 158+24 TO STA. 159+36 LT.
FROM -L- STA. 155+23 TO STA. 157+00 LT.
FROM -L- STA. 155+00 TO STA. 156+00 RT.
( Not to Scale)
2:12:
1 D
B
DETAIL 11
Ground
Natural
FROM -Y2_REV- STA. 17+60 RT.
STANDARD BASE DITCH
Min D= 2.0 Ft.
B= 12.0 Ft.
( Not to Scale)
2:12:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -Y2_REV- STA. 16+00 TO STA. 17+50 RT.
DETAIL 10
b= 5.0 Ft.
B= 4.0 Ft.
Min. D= 2.0 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
2:12:
1 D
B
DETAIL 9
Ground
Natural
-L- STA. 159+36 LT.
FROM -L- STA. 155+68 RT. TO -Y2_REV- STA. 16+00 RT.
STANDARD BASE DITCH
Min D= 2.0 Ft.
B= 4.0 Ft.
30" RCP-IV
30" RCP-IV SLAB LIDJB W/
SLAB LID
JB W/
JB W/ SLAB LID
FILL
PLUG &
REMOVE
4
8
"
R
C
P-I
V
18" RCP-IV
SEE DETAIL 5
DITCH
SPEC. LAT. 'V'
RCP-IV
48"
DDE = 5 CY
S = 5.0%
SEE DETAIL 9
4' STD. BASE DITCH
'V' DITCH SEE DETAIL 5SPEC. LAT.
15"REMOVE
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
3:
1
DETAIL 1
Min. D= 1.0 Ft.
Slope
Fill3:1
D
Ground
Natural
FROM -Y2_REV- STA. 15+00 TO STA. 17+09 LT.
FROM -Y2_REV- STA. 18+00 TO STA. 20+25 LT.
FROM -L- STA. 164+75 TO STA. 165+00 RT.
FROM -L- STA. 152+00 TO STA. 155+23 LT.
GRAPHIC SCALE
0'50'50'150'100'
S S SURFACE WATER
DENOTES IMPACTS IN
LEGEND
E E IN WETLAND
DENOTES EXCAVATION
SHEET 4 OF 22
PERMIT DRAWING
SURFACE WATER
TEMP. IMPACTS IN
SURFACE WATER
TEMP. IMPACTS IN
IN WETLAND
EXCAVATION
IN WETLAND
MECHANIZED CLEARING
SURFACE WATER
IMPACTS IN
SURFACE WATER
IMPACTS IN
SURFACE WATER
IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
WETLAND
FILL IN
WETLAND
DENOTES FILL INFF
IN WETLAND
HAND CLEARING
HC HC
CLEARING
DENOTES HAND
SURFACE WATER
TEMP. IMPACTS IN
NSRS 2007NAD 83/
SITE 1
SITE 1
SITE 2
363738
3
8
3
8
3
8
3
8
3
8
39
39
39
39
3
9
3
9
3
9
39
39
40
40
4
0
4
0
4
0
40 40
4
0
4
0
4
0
4
0
4
0
4
0
4
0
40
4
0
41
4
1
4
1
4
1
41
4
1
41
4
1
41
41
41
41
4
1
41
4
1
4
1
42
4
2
42
42
42
42
42
4
2
42
42
42
4
2
42
4
2
42
42
4343
4
3
4
3
43
43
43
4
3
43
43
43
43
43
43
43
43
43
43
43
43
4
3
4
3
4
3
44
44
44
44
44
44
44
4
4
44
44444444
44
44
4
4
4
4
44
44
4
4
44
4
4
4
4
44
44
44
4
4
4
4
44
44
4444
44
4
4
4
5
4
5
4
5
45
45
45
45
45
45
45
45
45
45
45
4
5
45
45
4
5
45
45
45
45
4
5
45
45
45
45
45
45
4
5
45
45
45
45
45
45
45
45
45
45 4
5
4
5
45
4
5
4545
45
45
45
4
5
45
4
5
4
5
45
45
45
45
45
4
5
4
5
45
45
4
5
45
45
45
45
45
4
5
45
4545
45
45
45
4
5
4 5
4
5
45
45
45
45
4
5
4
5
4
5
45
4
5
4
5
4
6
4
6
46
46
46
46
46
46
4
6
4
6
46
46
4
6
4
6
4
6
46
46
46
4 6
46
4
6
46
4 6
46
46
46
46
46
46
46
4
6
46
46
4
6
46
46
4
6
46
4
6
4
6
4
6
46
46
4
6
46
46
4
6
46
46
46
4
6
46
46
46
46
46
46
4
6
46
46
4
6
4
6
4
6
47
47
47
47
4
7
4
7
4
7
47
47
47
4
7
4
7
4747
47
47
4
7
47
47
4 7
47
4
7
47 47
47
47
47
47
47
47
47
47
47
47
4
7
47
47
4
7
47
47
47
4
7
47
47
47
4
7
4
7
47
47
4
7
4
7
4
7
48
48
48
48
48
48
4
8
48
48
48
48
48
4
8
4
8
48
48
4
8
4
8
4
8
48
48
48
48
48
b
a
H
ab
p
a
b
d
a
a
d
H H
b
b
a
d
d
10" ONWASA
14" ONWASA
8"
O
N
W
A
SA
12" C.O.J.
10
"
C.
O.J.
10"
O
N
W
A
S
A
T
W
C (
D
U
C
T)
14" ONWASA
a
b
|b
a
a
|
ab|
ARV
F
S
S
48" CL
K
48"
WD
48"
WD
48"
W
D
12"
RCP
15"
RC
P
4
8
" WD
16' SOIL
16'
SOI
L
W
15" RCP
15" RCP
15" R
CP
18" RCP
18" RCP
DI
10' GR
10' GR
13' SOIL
15"
H
D
P
E
24" RCP
PLA
N
TER
B
O
X
W
O
O
DS
48" W
D
W D /S
30" RCP
18" RCP
WD/SPLANTER
4
8" 4
S
E
L
E
C
15
'
S
OIL/
GR
48" RCP
15" RCP
4
8
"
C
M
P
4
8
"
R
C
P
P
AD
CONC PARKINGBST
PARKINGGR
JB
DI
DI
B
S
T
PARKINGGR
10'
C
O
N
C
10'
G
R
18" RCP
18" RCP
WD/S
SR
1938 -
Q
U
A
K
ER
B
RI
D
G
E
R
D.
22'
PA
V
ED
RO
A
D
W
A
Y
12"
R
CP
CULTIVATED FIELD
(THIS END)15" RCP
(THIS END)18" RCP
NO PIPE
15" RCP
S
PK
PK
PK
PK
PK
PK
PK
EIR
EIP
WILLIAM HANCOCK, et ux
KATHRYN M. FAIRCLOTH
ASHLEY K. &
FRANKLIN MARSHBURN
EDNA P. &
BETTY CULLIPHER, et al
EIP
B
S
T
S
60.00'
E
XIS
TIN
G
R/
W
E
XIS
TI
N
G
R/
W
6
0
.0
0
'
EXISTIN
G
R/
W
EXI
STIN
G
R/
W
24' P
A
VE
D
R
O
A
D
W
A
Y
S
R1314 -
N
O
R
T
H
WES
T
B
RI
D
GE
R
D.
10
6
10
7
10
9
22' PA V ED R O A D W A Y
SR 1308 - G UM
B R A N C H R D .
THOMPSON
MARGARET M.
& EDNA MARSHBURN
GEORGE FRANKLIN
ZELMA RAHAL, et al
PATSY ANN SYDES
DAVID M. &
ZELMA RAHAL, et al
DB 1450 PG 289
BETTY CULLIPHER, et al
EX IS T ING R /W
EX IS T ING R /W
60' R/
W
6
0'
R/
W
EXISTING R/W
EXISTING R/W
10' B
S
T
10
8
48" W O O D
JACOB ERIN MARSHBURN
GARY DALE JR &
B
G
HTR
1SFD
1SFD
HTR
BUS
1S BLK
CZOSNYKA
KATHERINE &
RONALD J.BUS
1S BLK
EIP
EIP
CEMETERY
1 SFD
W
D
3
6
"
PASTURE
FIELDCULTIVATED
GR
TH 19 TH 20
TH 21
TH 22
TH 23
TH 24
a
b
|b
a
a
|
ab|
ARV
F
S
S
b
a
I
I
H
ab
p
I
a
I
b
d
a
a
d
H H
b
b
a
d
d
10" ONWASA
14" ONWASA
8"
O
N
W
A
SA
12" C.O.J.
12" C.O.J.10" C.O.J.
10
"
C.
O.J.
10"
O
N
W
A
S
A
E
OI
E
OI
EOI E
OI
EOI
(
A
A
T
U
R)
D
U
C
T
C.
O.J.
DUCT C.O.J. (AATUR)
DUCT C.O.J. (AATUR)
(AATUR)
(AATUR)
T
W
C (
D
U
C
T)(AATUR)
(
A
A
T
U
R)
E
OI
(AATFI)
(AATFI)
(
A
A
TFI)
(AATFI)
(AATUR)
(A A T U R )
D U C T
D
U
C
T
DUCT
14" ONWASA
EOI
REPEATER
18" RCP
SEE S
HEET 12
M
AT
C
H
LI
N
E -L- ST
A 152+00.00
S
E
E
S
H
E
E
T
1
4
M
A
T
C
H
LI
N
E -
L-
S
T
A
1
6
5
+
0
0.0
0
4
/
11/
2
0
19
.
.
.
\
U
-
4
9
0
6
_
H
Y
D
_
P
R
M
_
P
S
H
13
.
d
g
n
H
N
T
B
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
13U-4906
-L-
-L-
-
Y2_
RE
V-
FOR -Y2_REV- PROFILE, SEE SHEET 38
FOR -L- PROFILE, SEE SHEET 31
-
Y
2_REV-
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
155
1
6
0
EXIST.
0
4
0
0 0403
02
01
00
17'INC+38.5904
0
3
0
2
0
1
1
7'I
NC
1
0
15 2001
02
0304
0
4
0
3
0
2
0
1
0
0
0
1
0
2
0
3
0
4
0
4
03
01
02 000102030405EXIST.
C
F
F CC
F
C
C
C
F
F
C
C
C
C
C C
C
C
C
F
C
C
F
C
F
F
F
F
F FCF
CF
C
C.CNI
'52.81
.CNI'52.81
.CN
I '5
2
.8
1
4
5'
4
5'
5
0
'
49'
4 5 '
24
25
26
27
28 29
30
31
32
32
93
O
RETAIN
REMOVE
REMOVE
REMOVE
RETAIN
15"
15"
R
E
T
AI
N
HW
HW
EST. 21 SYGF
EST. 8 TONS
CLASS 'B' RIP-RAP
EST. 65 SYGF
EST. 45 TONS
CLASS 'I' RIP-RAP
DDE=35 CY
S=0.3%
SEE DETAIL 11
12' STD. BASE DITCH
SEE DETAIL 10
4' LAT. BASE DITCH
EST. 38 SYGF
EST. 10 TONS
CLASS 'I' RIP-RAP
GTD
GTD
REM
O
V
E
15"
RETAI
N
RETAI
N
REMOVE
R
E
T
AI
N
RE
M
O
VE
REMOVE
RETAINRETAINRETAINR
E
T
AI
N
RETAIN
RETAIN
RETAI
N
18"
18"
DI
REMOVE
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
SEE DETAIL 1
SPEC. LAT. 'V' DITCH
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
SEE DETAIL 1
SPEC. LAT. 'V' DITCH
DDE = 325 CY
S = 0.3%
SEE DETAIL 9
4' STD. BASE DITCH
SEE DETAIL 1
SPEC. LAT. 'V' DITCH
GTD
15"
SPECIAL LATERAL 'V' DITCH
DETAIL 5
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Ground
Natural
Ground
Natural
DD 4:13:
1 Slope
Fill
Min. D= 1.0 Ft.
Slope
Fill
FROM -Y2_REV- STA. 13+00 TO STA. 14+00 RT.
FROM -L- STA. 159+36 TO STA. 165+00 LT.
FROM -L- STA. 161+07 TO STA. 164+75 RT.
FROM -L- STA. 158+24 TO STA. 159+36 LT.
FROM -L- STA. 155+23 TO STA. 157+00 LT.
FROM -L- STA. 155+00 TO STA. 156+00 RT.
( Not to Scale)
2:12:
1 D
B
DETAIL 11
Ground
Natural
FROM -Y2_REV- STA. 17+60 RT.
STANDARD BASE DITCH
Min D= 2.0 Ft.
B= 12.0 Ft.
( Not to Scale)
2:12:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -Y2_REV- STA. 16+00 TO STA. 17+50 RT.
DETAIL 10
b= 5.0 Ft.
B= 4.0 Ft.
Min. D= 2.0 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
2:12:
1 D
B
DETAIL 9
Ground
Natural
-L- STA. 159+36 LT.
FROM -L- STA. 155+68 RT. TO -Y2_REV- STA. 16+00 RT.
STANDARD BASE DITCH
Min D= 2.0 Ft.
B= 4.0 Ft.
30" RCP-IV
30" RCP-IV SLAB LIDJB W/
SLAB LID
JB W/
JB W/ SLAB LID
FILL
PLUG &
REMOVE
4
8
"
R
C
P-I
V
18" RCP-IV
SEE DETAIL 5
DITCH
SPEC. LAT. 'V'
RCP-IV
48"
DDE = 5 CY
S = 5.0%
SEE DETAIL 9
4' STD. BASE DITCH
'V' DITCH SEE DETAIL 5SPEC. LAT.
15"REMOVE
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
3:
1
DETAIL 1
Min. D= 1.0 Ft.
Slope
Fill3:1
D
Ground
Natural
FROM -Y2_REV- STA. 15+00 TO STA. 17+09 LT.
FROM -Y2_REV- STA. 18+00 TO STA. 20+25 LT.
FROM -L- STA. 164+75 TO STA. 165+00 RT.
FROM -L- STA. 152+00 TO STA. 155+23 LT.
GRAPHIC SCALE
0'50'50'150'100'
S S SURFACE WATER
DENOTES IMPACTS IN
LEGEND
E E IN WETLAND
DENOTES EXCAVATION
SHEET 5 OF 22
PERMIT DRAWING
SURFACE WATER
TEMP. IMPACTS IN
SURFACE WATER
TEMP. IMPACTS IN
IN WETLAND
EXCAVATION
IN WETLAND
MECHANIZED CLEARING
SURFACE WATER
IMPACTS IN
SURFACE WATER
IMPACTS IN
SURFACE WATER
IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
WETLAND
FILL IN
WETLAND
DENOTES FILL INFF
IN WETLAND
HAND CLEARING
HC HC
CLEARING
DENOTES HAND
SURFACE WATER
TEMP. IMPACTS IN
NSRS 2007NAD 83/
SITE 1
SITE 1
SITE 2
a
a
d b
b
a
ab
a
aa
a
ab
bb
12" ONWASA 12" ONWASA
12" ONWASA
DUCT C.O.J. (AATUR)
2
"
O
N
W
A
S
A
10
'
S
/
G
R
13
'
S
O
I
L
11'
S
OI
L
11'
S
OIL
/
G
R
11' GR
15" RCP
15" RCP 15" RCP
15" RCP 15" RCP 15" RCP 15" RCP
11' BS
T
GR
8
'
G
R
3
6
"
C
H
L
36" CHL
3
6
"
C
H
L
15" RCP
10
'
S
O
I
L
S
O
I
L
/
G
R
PARKING
SOIL/GR
18" RCP
DI18" RCP
WD/RAMP
CONC WALK
36' WD RAIL
S
OIL
BARNABANDONED
22' PAVED ROADWAY
S
R
13
8
2
-
E
MMA
T
H
OMP
S
ON
R
D
.
2
0
'
P
A
VE
D
R
OAD
WAY
SR1308 - GUM BRANCH RD.
72" CHL
1SFD
36" VINYL
S 36" VINYL
E
X
IS
T
IN
G
R
/
W
E
X
IS
T
IN
G
R
/
W
CULTIVATED FIELD
CULTIVATED FIELD
NO PIPE
15" TERRA COTTA
NO PIPE
PIPE
NO NO PIPE
PIPENO
2SFD
18
' S
OIL/
GR
/
CONC
PK
EIP
ANGLE IRON EIP
EIP EIP
EIP
EIP
EIR
EIR
EIP EIP
EIP EIP
EIP EIP
EIP
HTR
1SBKD 1SBKD
1SFD
C
O
N
C
MINISTRIES
WALL
WAILING
2SF
60" WD
60" WD
EXISTING R/W MON
EIP
60'
KAVI MORTON, et al
GOLDIE B. THOMAS
THOMAS,et al
KATHRYN A.
MELANIE H. WHITE
CURTIS W. &
ZELMA RAHAL, et al
JESSE L. JAMES et al
BARBARA JAMES
MARTIN MEZA, et ux GUTHRIE BROWN, et al
THERESA STEADMAN
MORTON & MORTON PROPERTIES LLC
DONNA GREGORY
et ux
AARON HELSTROM,
MORTON FARMS INC
RUSSELL BECKER, et ux
OF JACKSONVILLE
LIVING HOPE COMMUNITY CHURCH
MORTON, et ux
HAROLD
FRANKLIN MARSHBURN
EDNA P. &
EXISTING R/W
EXISTING R/W
6
0
'
R
/
W
EXISTING R/W
EXISTING R/W
6
0
'
R
/
W
a
a
d b
b
a
ab
a
aa
a
ab
bb
E
O
I
E
O
I
E
O
I
(AATUR)
(AATUR)
(AATUR)(AATUR)(AATUR)
(AATUR)
(AATUR)
(AATUR)
(AATUR)
12" C.O.J.
12" C.O.J.12" C.O.J.10" C.O.J.
10" C.O.J.
14" ONWASA
14" ONWASA14" ONWASA
DUCT C.O.J. (AATUR)
2
"
O
N
W
A
S
A EOI
E
O
I
10" C.O.J.
B
UR
IE
D
B
S
T
B
U
R
I
E
D
B
S
T
HVAC
TANK
PROPANE
SHED
WD
LID
CONC
INV=44.35'
6" CPP
AREA
SEPTIC TANKIN WETLAND
EXCAVATION
IN WETLAND
MECHANIZED CLEARING
LEGEND
CLEARING
DENOTES MECHANIZED**
*
*
**
*
**
*
*
E E IN WETLAND
DENOTES EXCAVATION
SHEET 6 OF 22
PERMIT DRAWING
GRAPHIC SCALE
0'50'50'150'100'
WETLAND
FILL IN
WETLAND
DENOTES FILL INFF
IN WETLAND
HAND CLEARING
HC HC
CLEARING
DENOTES HAND
TO LIMITS OF PDE.
NOTE: CONTRACTOR TO CLEAR
S
E
E
S
H
E
E
T
13
M
A
TC
H
LIN
E
-
L-
S
T
A
1
6
5
+
0
0
.
0
0
S
E
E
S
H
E
E
T
1
5
M
A
T
C
H
L
I
N
E
-
L
-
S
T
A
1
7
9
+
0
0
.
0
0
4
/
2
4
/
2
0
19
.
.
.
\
U
-
4
9
0
6
_
H
Y
D
_
P
R
M
_
P
S
H
1
4
.
d
g
n
H
N
T
B
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
14U-4906
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED
FOR -L- PROFILE, SEE SHEETS 31 AND 32
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
-L-
HISTORIC PROPERTY
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
8
/
1
7
/
9
9
1
6
5
1
7
0 1
7
5
-
L
P
C
S
t
a
. 17
1+
4
2
.0
0
PI Sta 173+26.97
D
L = 368.78'
T = 184.97'
R = 1,896.35'
-L-
-
L
-
P
T
S
t
a
.
1
7
5
+
1
0
.
7
8
SE = EXISTING
4
5
'
32
29
99
100
30.00' RT
+24.34 -L-
173.81' RT
+07.41 -L-
173.54' RT
+25.73 -L-
30.00' RT
40.00' RT
+08.00 -L-
30.00' RT
40.00' RT
+93.00 -L-
30.00' RT
+04.65 -L-
C
C
F
FC
F
F
F
F
F
F
N
S
R
S
2
0
0
7
N
A
D
8
3
/
RETAIN RETAIN RETAIN
RETAIN RETAIN RETAIN RETAIN RETAIN
R
E
T
A
I
N
MATERIAL
FLOWABLE
FILL W/
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
1404
1403
1402
1401
EST. 14 SYGF
EST. 5 TONS
CLASS 'B' RIP-RAP
SEE DETAIL 1
SPEC. LAT. 'V' DITCH
2GI-SD
2GI-B
MATERIAL
FLOWABLE
FILL W/
18
"
R
C
P
-
I
V
24"
2
4
"
SPECIAL LATERAL 'V' DITCH
DETAIL 5
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Ground
Natural
Ground
Natural
DD 4:13:
1 Slope
Fill
Min. D= 1.0 Ft.
Slope
Fill
FROM -L- STA. 165+00 TO STA. 165+23 LT.
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
Min. D= 1.0 Ft.
DETAIL 1
Ground
Natural
Slope
Fill
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
FROM -L- STA. 172+20 TO STA. 172+75 RT.
FROM -L- STA. 165+00 TO STA. 165+50 RT.
Min. D= 1.0 Ft.
Ground
Natural
Slope
Fill
JB w/ MH
2
4
"
1405
1406
DI
TO STR. 1406
GRADE TO DRAIN
1
5
"
REPLACE DI
REMOVE AND
G
T
D
W/ 6" RIGID WALL PIPE
PRIOR TO CONSTRUCTION
REPLACE EXISTING 6" CPP
PROPERTY OWNER TO
SITE 2
4
2
4
3
4
3
43
43
44
4
4
4
4
4
4
44
44
44
44
44
44
44
44
44
44
4
4
44
44
44
44
4
5
4
5
4
5
4
5
4
5
45
4
5
45
45
45
4
5
45
4
5
45 45
45
45
45
45
45
45
4
5
45
4
5
45
45
45
45
45
4
5
46
4
6
4 6
46
46
4
6
4
6
4
6
4
6
46
46
4
6
46
4
6
46
46
46
46
46
4
6
46
46
46
46
46
46
4646
46
46
46
46
46
46
46
4
6
47
47
47
47 47
47
47 47
47
47
4
7
47
47
47
47
4747
47
47
47
4
7
47
47
47
47
47
47
4
7
4
7
47
47
4
7
47
47
4
7
47
47
47
47
4
7
4
7
4
7
47
4
7
47
47
47
47
4
7
4
7
47
47
47
48
48
48
4
8
48
48
48
48
48
48
48 48
48
48
48
48
48
48
48
48
48
48
48
48
4
8
48
48
4
8
48
4
8
48
48
4
8
4
8
48
4
8
4
8
48
4
8
48
48
48
48
48
a
a
d b
b
a
ab
a
aa
a
ab
bb
12" ONWASA 12" ONWASA
12" ONWASA
DUCT C.O.J. (AATUR)
2
"
O
N
W
A
S
A
10
'
S
/
G
R
13
'
S
O
I
L
11'
S
OI
L
11'
S
OIL
/
G
R
11' GR
15" RCP
15" RCP 15" RCP
15" RCP 15" RCP 15" RCP 15" RCP
11' BS
T
GR
8
'
G
R
3
6
"
C
H
L
36" CHL
3
6
"
C
H
L
15" RCP
10
'
S
O
I
L
S
O
I
L
/
G
R
PARKING
SOIL/GR
18" RCP
DI18" RCP
WD/RAMP
CONC WALK
36' WD RAIL
S
OIL
BARNABANDONED
22' PAVED ROADWAY
S
R
13
8
2
-
E
MMA
T
H
OMP
S
ON
R
D
.
2
0
'
P
A
VE
D
R
OAD
WAY
SR1308 - GUM BRANCH RD.
72" CHL
1SFD
36" VINYL
S 36" VINYL
E
X
IS
T
IN
G
R
/
W
E
X
IS
T
IN
G
R
/
W
CULTIVATED FIELD
CULTIVATED FIELD
NO PIPE
15" TERRA COTTA
NO PIPE
PIPE
NO NO PIPE
PIPENO
2SFD
18
' S
OIL/
GR
/
CONC
PK
EIP
ANGLE IRON EIP
EIP EIP
EIP
EIP
EIR
EIR
EIP EIP
EIP EIP
EIP EIP
EIP
HTR
1SBKD 1SBKD
1SFD
C
O
N
C
MINISTRIES
WALL
WAILING
2SF
60" WD
60" WD
EXISTING R/W MON
EIP
60'
KAVI MORTON, et al
GOLDIE B. THOMAS
THOMAS,et al
KATHRYN A.
MELANIE H. WHITE
CURTIS W. &
ZELMA RAHAL, et al
JESSE L. JAMES et al
BARBARA JAMES
MARTIN MEZA, et ux GUTHRIE BROWN, et al
THERESA STEADMAN
MORTON & MORTON PROPERTIES LLC
DONNA GREGORY
et ux
AARON HELSTROM,
MORTON FARMS INC
RUSSELL BECKER, et ux
OF JACKSONVILLE
LIVING HOPE COMMUNITY CHURCH
MORTON, et ux
HAROLD
FRANKLIN MARSHBURN
EDNA P. &
EXISTING R/W
EXISTING R/W
6
0
'
R
/
W
EXISTING R/W
EXISTING R/W
6
0
'
R
/
W
a
a
d b
b
a
ab
a
aa
a
ab
bb
E
O
I
E
O
I
E
O
I
(AATUR)
(AATUR)
(AATUR)(AATUR)(AATUR)
(AATUR)
(AATUR)
(AATUR)
(AATUR)
12" C.O.J.
12" C.O.J.12" C.O.J.10" C.O.J.
10" C.O.J.
14" ONWASA
14" ONWASA14" ONWASA
DUCT C.O.J. (AATUR)
2
"
O
N
W
A
S
A EOI
E
O
I
10" C.O.J.
B
UR
IE
D
B
S
T
B
U
R
I
E
D
B
S
T
HVAC
TANK
PROPANE
SHED
WD
LID
CONC
INV=44.35'
6" CPP
AREA
SEPTIC TANKIN WETLAND
EXCAVATION
IN WETLAND
MECHANIZED CLEARING
LEGEND
CLEARING
DENOTES MECHANIZED**
*
*
**
*
**
*
*
E E IN WETLAND
DENOTES EXCAVATION
SHEET 7 OF 22
PERMIT DRAWING
GRAPHIC SCALE
0'50'50'150'100'
WETLAND
FILL IN
WETLAND
DENOTES FILL INFF
IN WETLAND
HAND CLEARING
HC HC
CLEARING
DENOTES HAND
TO LIMITS OF PDE.
NOTE: CONTRACTOR TO CLEAR
S
E
E
S
H
E
E
T
13
M
A
TC
H
LIN
E
-
L-
S
T
A
1
6
5
+
0
0
.
0
0
S
E
E
S
H
E
E
T
1
5
M
A
T
C
H
L
I
N
E
-
L
-
S
T
A
1
7
9
+
0
0
.
0
0
4
/
2
4
/
2
0
19
.
.
.
\
U
-
4
9
0
6
_
H
Y
D
_
P
R
M
_
P
S
H
1
4
.
d
g
n
H
N
T
B
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
14U-4906
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED
FOR -L- PROFILE, SEE SHEETS 31 AND 32
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
-L-
HISTORIC PROPERTY
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
8
/
1
7
/
9
9
1
6
5
1
7
0 1
7
5
-
L
P
C
S
t
a
. 17
1+
4
2
.0
0
PI Sta 173+26.97
D
L = 368.78'
T = 184.97'
R = 1,896.35'
-L-
-
L
-
P
T
S
t
a
.
1
7
5
+
1
0
.
7
8
SE = EXISTING
4
5
'
32
29
99
100
30.00' RT
+24.34 -L-
173.81' RT
+07.41 -L-
173.54' RT
+25.73 -L-
30.00' RT
40.00' RT
+08.00 -L-
30.00' RT
40.00' RT
+93.00 -L-
30.00' RT
+04.65 -L-
C
C
F
FC
F
F
F
F
F
F
N
S
R
S
2
0
0
7
N
A
D
8
3
/
RETAIN RETAIN RETAIN
RETAIN RETAIN RETAIN RETAIN RETAIN
R
E
T
A
I
N
MATERIAL
FLOWABLE
FILL W/
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
1404
1403
1402
1401
EST. 14 SYGF
EST. 5 TONS
CLASS 'B' RIP-RAP
SEE DETAIL 1
SPEC. LAT. 'V' DITCH
2GI-SD
2GI-B
MATERIAL
FLOWABLE
FILL W/
18
"
R
C
P
-
I
V
24"
2
4
"
SPECIAL LATERAL 'V' DITCH
DETAIL 5
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Ground
Natural
Ground
Natural
DD 4:13:
1 Slope
Fill
Min. D= 1.0 Ft.
Slope
Fill
FROM -L- STA. 165+00 TO STA. 165+23 LT.
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
Min. D= 1.0 Ft.
DETAIL 1
Ground
Natural
Slope
Fill
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
FROM -L- STA. 172+20 TO STA. 172+75 RT.
FROM -L- STA. 165+00 TO STA. 165+50 RT.
Min. D= 1.0 Ft.
Ground
Natural
Slope
Fill
JB w/ MH
2
4
"
1405
1406
DI
TO STR. 1406
GRADE TO DRAIN
1
5
"
REPLACE DI
REMOVE AND
G
T
D
W/ 6" RIGID WALL PIPE
PRIOR TO CONSTRUCTION
REPLACE EXISTING 6" CPP
PROPERTY OWNER TO
SITE 2
4
/
12
/
2
0
19
.
.
.
\
U
-
4
9
0
6
_
H
Y
D
_
P
R
M
_
X
P
L
.
d
g
n
H
N
T
B
PROJ. REFERENCE NO.SHEET NO.
6
/
2
3
/
1
6
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
U-4906
5 10
-L- 165+00.00
SITE 2
60
50
40
30
70
60
50
40
30
70
47.45
0.0000.022
3:
1
43.92
4:1
44.65
3:13
:1
WETLAND CROSS SECTIONS
SCALE
1"=20' HORIZONTAL
1"=20' VERTICAL
SHEET 8 OF 22
PERMIT DRAWING
TO EAST OF RAMSEY RD (SR 1324)
FROM WEST OF MILLS FIELD RD (SR 1313)
GUM BRANCH ROAD (SR 1308)
PROJECT: U-4906
ONSLOW COUNTY
b
a
aba
b
H
Hdo
b
aa
a
p
bH
|
}
a
HH
HH
20" STL. CASING
20" STL. CASING
E
O
I
E
O
I
(3
) 1 1/
2
" U
NK.
F
U
NC
T
IO
N
C
A
B
L
E
S
14" ONWASA
14" ONWASA
16" C.O.J.
10" C.O.J.
10" ONWASA
10" ONWASA
6"6
"
14" ONWASA
16" C.O.J.
10" C.O.J.
12" ONWASA 10" ONWASA
S
8
'
G
R
15" RCP
15" RCP
B
S
T
B
S
T
WD/S
11'
B
S
T
15" RCP DI
DI
DI
15" RCP
15" RCP
CONC
GR
13
'
C
O
N
C
15" RCP
15" RCPDI
3
6
"WD
R
A
IL
15
' S
OIL
15" RCP
15" RCP GR
15" RCP
18" RCP
GR PARKING
15" RCP
18" RCP
GR
15" RCP
DI DI
15" RCP
15" CMP DI
15" RCP
18" RCP
48" CMP
18" RCP
W
/FES
WD/S
15" RCP
S
15" RCP
PLANTER
DI DI
S
R
13
9
0
-
C
O
U
N
T
R
Y
C
L
U
B
B
LVD
.
E
X
IS
T
IN
G
R
/
W E
X
IS
T
IN
G
R
/
W
DI
WD/S
S
S
DB 1346 PG 932
EIP
S
5
5
°
0
6
'
2
8
"
W
17
9
.
18
'
S
5
5
°0
6
'
2
8
"
W
2
0
0
.
7
0
'
S 39°51'32" E
100.00'
S 39°51'32" E
100.00'
S
5
5
°0
6
'
2
8
"
W
19
8
.
9
3
'
S
5
5
°
0
6
'
2
8
"
W
19
7
.
4
2
'
S 31°40'10" E
151.42'
S 31°43'45" E
169.71'
S 31°50'23" E
161.60'
S 31°46'42" E
208.87'
N
5
3
°2
1'
3
6
"
E
19
9
.
4
0
'
S 33°00'46" E
150.79'
S 30°22'03" E
37.09'
S 43°33'50" E
393.23'
S
3
2
°
0
4'
1
0
"
W
S
5
6
°2
3
'
5
8
"
W
6
7
.
9
0
'
S
5
6
°2
3
'
5
8
"
W
13
2
.
0
1'
S
5
4
°5
3
'
12
"
W
2
0
0
.
2
2
'
S 31°55'29" E
218.78'
N
5
5
°5
5
'
3
0
"
E
19
9
.
2
1'
S
8
0
°19
'16
" W
2
0
3
.2
2
'
S
8
0
°19
'16
" W
5
2
.7
7
'
S 28°59'27" E
271.50'
N
6
1°0
0
'3
3
" E
2
5
1.17
'
EIP
1SBKD
1SBKD
1SFD
HTR
1SFD
S
SS
S S
S
100'
SR1308 - GUM BRANCH RD.
22' PAVED ROADWAY
JAMES SMITH
DB 581 PG 842 GABRIEL RODRIGUEZ
DB 4172 PG 316
JAMES McALLISTER, et ux
DB 1056 PG 403
DB 494 PG 677
THERESA McALLISTER
DB 3220 PG 914
DB 4192 PG 897
MORTON & MORTON PROPERTIES LLC
DB 3857 PG 856
ROBERT ALBERYSHARON MURRAY
DB 2746 PG 1
KEVIN ROYSTER
DB 1846 PG 68
MORTON & MORTON PROPERTIES LLC
DB 4192 PG 897
EXISTING R/W
6
0
'
R
/
W
EXISTING R/W
6
0
' R
/
W
EXISTING R/W
EXISTING R/W
1SFD
B
U
IL
D
IN
G
R
E
S
ID
E
N
T
IA
L
B
U
IL
D
IN
G
R
E
S
ID
E
N
T
IA
L
4
2
"
C
M
P
15" RCP
S
H
E
D
S
HE
D
C
O
U
N
T
R
Y
C
L
U
B
B
L
V
D
WOODS
C
ONC
CONC
C
O
N
C
WO
O
D
S
IN
V
=29.41'
IN
V
=29.39'
N 48°50'35" W
192.24'
S 00°34'34"
W
155.18'
N 7
6
°4
1'3
2
" E
18
9
.3
6
'
S
3
2
°
2
8'
2
0
"
W
1
2
1.
1
0'
EXISTING R/W
EXISTING R/W
EXISTING R/W
E
X
I
S
T
I
N
G
R
/
W
DB 1191 PG 904
JOHNNIE CARSON
DB 3481 PG 687
MITCHBURG INVESTMENT, LLC
DB 3270 PG 190
CLINTON & SYLVIA RUNYON
6
0
' R
/
W
S
5
9
°5
4
'17
" W
2
0
8
.4
0
'
LT
WE
L
L
WOODS
BUILDING
RESIDENTIAL
WOODS
20' PAVED ROADWAY
ROCK CREEK DRIVE SOUTH
TH 25
TH 26
TH 27
TH 28
TH 29
|
}
b
|
b
(CL)
(CHARTER)
(CHARTER)
(CL)
(CL)
(C
L
)
(JOEMC)
(JOEMC)
(JOEMC)
(JOEMC)
(
J
O
E
M
C
)
4" PLAS. (COJ)
4" PLAS. (COJ)
b
a
aba
b
H
H
VAULTS
WATER
d o
b
aa
a
p
bHI
|
}
a
I
II
I I
HH
HH
20" STL. CASING
20" STL. CASING
E
O
I
E
O
I
(3
) 1 1/
2
" U
NK.
F
U
NC
T
IO
N
C
A
B
L
E
S
JOEMC
JOEMC
(AATUR)
(AATUR)
14" ONWASA
14" ONWASA
16" C.O.J.
10" C.O.J.6"6
"
6"
8
"
C
.
O
.
J
.
DUCT C.O.J. (AATUR)
(AATUR)
14" ONWASA
16" C.O.J.
10" C.O.J.
EOI
(AATUR)
DUCT C.O.J. (AATUR)
E
O
I
48" RCP
SHEET 9 OF 22
PERMIT DRAWING
S
E
E
S
H
E
E
T
1
5
M
A
T
C
H
L
I
N
E
-
L
-
S
T
A
1
9
3
+
0
0
.
0
0
S
EE
S
H
E
ET
17
M
A
TC
H
LIN
E
-
L-
S
TA
2
0
7
+
0
0
.0
0
4
/
11/
2
0
19
.
.
.
\
U
-
4
9
0
6
_
H
Y
D
_
P
R
M
_
P
S
H
1
6
.
d
g
n
H
N
T
B
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
16U-4906
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
-L-
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
FOR -Y5- PROFILE, SEE SHEET 39
FOR -L- PROFILE, SEE SHEETS 32 AND 33
1
9
5
2
0
0
2
0
5
PI Sta 197+15.78
D
L = 558.83'
T = 280.01'
R = 3,494.66'
-L-
SE = EXISTING
PI Sta 12+23.25
D
L = 84.35'
T = 42.19'
R = 1,500.00'
PI Sta 14+09.39
D
L = 84.71'
T = 42.37'
R = 1,500.00'
-Y5-
SE = EXISTING SE = EXISTING
-Y5- STA 11+50.00
BEGIN CONSTRUCTION
33
36Z
96
97
98
30.00' RT
+65.95 -L-
71.26' RT
+07.86 -L-
64.40' RT
+14.64 -L-
85.58' RT
+34.97 -L-
30.00' LT
+21.14 -L-
50.92' LT
+02.27 -L-
57.65' LT
+09.56 -L-
30.00' LT
+34.62 -L-
34Z
35Z
F
C C
F
F F
F F
F
F
F
F
F
F
F
REMOVE
SEE DETAIL 13
SPEC. LAT. 'V' DITCH
15"
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
REMO
VE
RETAINRETAIN
RETAIN
RETAINRETAINRETAIN
HW
G
T
D
PLACED IN STREAM BED)
(NO RIP-RAP IS TO BE
EST. 104 SYGF
EST. 57 TONS
CLASS 'I' RIP-RAP
SEE DETAIL 15
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN RETAIN
RETAIN
RETAIN
RETAIN
MH
JB W/
MH
JB W/
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL 15
-L- STA. 200+67 RT
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BED
d= 4.0 Ft.
Length= 12.0 Ft.
EXI
STING
BANK
EXISTING BANKMIN. 2:1 TO TIE
MIN.
2:
1
TO
TI
E d
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
DETAIL 13
Ground
Natural
Slope
Fill
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
FROM -L- STA. 194+00 TO STA. 195+91 LT.
Min. D= 1.5 Ft.
Ground
Natural
Slope
Fill
RETAIN
DETAIL 14 ( Not to Scale)
Class I Riprap
Natural
Ground
Natural
Ground
D
(UPSTREAM)
CULVERT CHANNEL IMPROVEMENTS
VAR.VAR.
Riprap
Class I
1.5' Min.
(Variable)
Channel Bed
Slopes= 2:1 to Existing
(To Top of Bank)
D= Varies
EST. 40 SY GEOTEXTILE FABRIC
EST. 20 TONS CLASS I RIPRAP
EST. 5 CY EXCAVATION
-L- STA. 200+92 LT
RCP-IV
W/ 18"
EXTEND
COLLAR &
PLACED IN STREAM BED)
(NO RIP-RAP IS TO BE
EST. 104 SYGF
EST. 57 TONS
CLASS 'I' RIP-RAP
SEE DETAIL 26
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL 26
-Y5- STA. 12+00 RT
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BED
d= 5.0 Ft.
Length= 13.0 Ft.
EXISTI
NG
BANK
EXISTING BANKMIN. 1.5:1 TO TIE
MIN.
1.5:1
TO
TIE d
8
7
"
x
6
3
"
C
A
A
P
8
7
" x 6
3
" C
AAP
INV=27.7
INV=27.9
INV=30.5
INV=30.8
SEE DETAIL 14
(UPSTREAM)
IMPROVEMENTS
CULVERT CHANNEL
HW
NS
RS 2007
N
A
D 83/
LEGEND
GRAPHIC SCALE
0'50'50'150'100'
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMP. IMPACTS
SURFACE WATER
IMPACTS IN IN SURFACE WATER
TEMP. IMPACTS
SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMP. IMPACTS
IN SURFACE WATER
TEMP. IMPACTS
SITE 3
SITE 4
27
28
29
29
30
3
0
3
0
3
0
3
0
30
3
0
30
30
3
1
3
1
3
1
3
1
31
3
2
3
2
3
2
3
2
3
2
32
32
32
3
2
32
3
3
33
3
3
3
3
3
3
3
3
3
3
3
3
33
33
33
34
34
34
3
4
3
4
34
34
3
4
34
3
4
34
34
3
5
35
35
35
35
3
5
35
3
5
3
5
3
5
35
35
3
5
35
3
5
3
5
3
5
35
3
5
3
5
35
3
6
36
36
3
6
36
36
3
6
3
6
3 6
36
36
3
7
3
7
3
7
3
7
3
7
37
3
7
3
7
37
3
7
37
37
3
7
3
7 37
37
37
37
37
37
38
3
8
38
38
3
8
38 38
38
38
3
8
38
38
38
38
3
8
3
8
38
3
8
38
38
38
38
38
38
3
8
38
38
38
3
8
383
8
3
8
38
38
38
38
38
39
39
3939
3
9
3
9
39
39
39
3
9
3
9
39
3
9
3
9
39
39
39
3
9
39
39
3
9
39
39
39
3
9
39
39
39
3
9
39
3
9
39 39
3
9
3
9
39
3
9
3
9
39
39
39
39
39
39
40
40
40
40
40
4040
40
4
0
4
0
4
0
40
4
0
40
40
40
40
40
40
40
40
40 40
40
40
4
0
40
40
40 40
40
40 4040
40
4
0
4
0
4
0
40
40
4
0
40
40
40 40
40
40
40
4040
40
40
40
40
4
0
4
0
4
0
40
40
40
40
40
40
40
40
40
40
4
0
4
0
4
0
40
40
40
40
40
40
40
40
4
0
40
40
40
40
40
4
0
40
40
40
40
40
4
0
40
40
40
40
40
41
41
4
1
4
1
41
41
4
1
41
41
41
41
41
4
1
41
4
1
41
41
4
1
41
41
41
4
1
41
41
41
41
41
41
41
41
41
4
1
41
41
4
1
41
41
41
4
1
41
4
1
41
41
41
41
41
41
42
4
2
4
2
42
42
42 42
42
42
42
42
42
42
4
2
4
2
42
42
42
4
2
4
2
42
42
4
242
42
42
42
42
42
42
4 2
42
42
42
42
42
4
2
42
42
42
42
42
4
2
4
2
42
42
42
43
4
3
43
43
43
43
43
43
43
43
43
43
43
4
3
43
4
3
43
43 43
43
4
3
43
43
4343
4
3
43
4
3
43
4
3
43
4343
43
43
43
43 4
3
43
43
43
43
43
43
4
3
43
43
44
4
4
44
44
44
44
44
44
44
44
4
4
44
44
44
4
4
4
4
4
4
44
44
4
4
4
4
44
44
44
44
44
44
4
4
4
4
4444
4
4
44
4
4
44
4444
4
4
44
44
44
4
4
4
4
44
44
44
44
44
44
45
45 45
45
45 45
45
45
4
5
45
4
5
4
5
45
45
45
45
45
45
45 45
4
5
4
5
45
45
45
45
4
5
45
45
4
5
4
5
45
45
45
45
45
4
5
4
5
45 4
5
45
4
5
45
45
45
45
4
6
4
6
46
46
46
4
6
4
6
46
46
46
4
6
46
4
6
46
46
46
47
4 7
4
7
4
7
4
7
4
7 47
47
4
7
48
48
48
b
a
aba
b
H
Hdo
b
aa
a
p
bH
|
}
a
HH
HH
20" STL. CASING
20" STL. CASING
E
O
I
E
O
I
(3
) 1 1/
2
" U
NK.
F
U
NC
T
IO
N
C
A
B
L
E
S
14" ONWASA
14" ONWASA
16" C.O.J.
10" C.O.J.
10" ONWASA
10" ONWASA
6"6
"
14" ONWASA
16" C.O.J.
10" C.O.J.
12" ONWASA 10" ONWASA
S
8
'
G
R
15" RCP
15" RCP
B
S
T
B
S
T
WD/S
11'
B
S
T
15" RCP DI
DI
DI
15" RCP
15" RCP
CONC
GR
13
'
C
O
N
C
15" RCP
15" RCPDI
3
6
"WD
R
A
IL
15
' S
OIL
15" RCP
15" RCP GR
15" RCP
18" RCP
GR PARKING
15" RCP
18" RCP
GR
15" RCP
DI DI
15" RCP
15" CMP DI
15" RCP
18" RCP
48" CMP
18" RCP
W
/FES
WD/S
15" RCP
S
15" RCP
PLANTER
DI DI
S
R
13
9
0
-
C
O
U
N
T
R
Y
C
L
U
B
B
LVD
.
E
X
IS
T
IN
G
R
/
W E
X
IS
T
IN
G
R
/
W
DI
WD/S
S
S
DB 1346 PG 932
EIP
S
5
5
°
0
6
'
2
8
"
W
17
9
.
18
'
S
5
5
°0
6
'
2
8
"
W
2
0
0
.
7
0
'
S 39°51'32" E
100.00'
S 39°51'32" E
100.00'
S
5
5
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6
'
2
8
"
W
19
8
.
9
3
'
S
5
5
°
0
6
'
2
8
"
W
19
7
.
4
2
'
S 31°40'10" E
151.42'
S 31°43'45" E
169.71'
S 31°50'23" E
161.60'
S 31°46'42" E
208.87'
N
5
3
°2
1'
3
6
"
E
19
9
.
4
0
'
S 33°00'46" E
150.79'
S 30°22'03" E
37.09'
S 43°33'50" E
393.23'
S
3
2
°
0
4'
1
0
"
W
S
5
6
°2
3
'
5
8
"
W
6
7
.
9
0
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S
5
6
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3
'
5
8
"
W
13
2
.
0
1'
S
5
4
°5
3
'
12
"
W
2
0
0
.
2
2
'
S 31°55'29" E
218.78'
N
5
5
°5
5
'
3
0
"
E
19
9
.
2
1'
S
8
0
°19
'16
" W
2
0
3
.2
2
'
S
8
0
°19
'16
" W
5
2
.7
7
'
S 28°59'27" E
271.50'
N
6
1°0
0
'3
3
" E
2
5
1.17
'
EIP
1SBKD
1SBKD
1SFD
HTR
1SFD
S
SS
S S
S
100'
SR1308 - GUM BRANCH RD.
22' PAVED ROADWAY
JAMES SMITH
DB 581 PG 842 GABRIEL RODRIGUEZ
DB 4172 PG 316
JAMES McALLISTER, et ux
DB 1056 PG 403
DB 494 PG 677
THERESA McALLISTER
DB 3220 PG 914
DB 4192 PG 897
MORTON & MORTON PROPERTIES LLC
DB 3857 PG 856
ROBERT ALBERYSHARON MURRAY
DB 2746 PG 1
KEVIN ROYSTER
DB 1846 PG 68
MORTON & MORTON PROPERTIES LLC
DB 4192 PG 897
EXISTING R/W
6
0
'
R
/
W
EXISTING R/W
6
0
' R
/
W
EXISTING R/W
EXISTING R/W
1SFD
B
U
IL
D
IN
G
R
E
S
ID
E
N
T
IA
L
B
U
IL
D
IN
G
R
E
S
ID
E
N
T
IA
L
4
2
"
C
M
P
15" RCP
S
H
E
D
S
HE
D
C
O
U
N
T
R
Y
C
L
U
B
B
L
V
D
WOODS
C
ONC
CONC
C
O
N
C
WO
O
D
S
IN
V
=29.41'
IN
V
=29.39'
N 48°50'35" W
192.24'
S 00°34'34"
W
155.18'
N 7
6
°4
1'3
2
" E
18
9
.3
6
'
S
3
2
°
2
8'
2
0
"
W
1
2
1.
1
0'
EXISTING R/W
EXISTING R/W
EXISTING R/W
E
X
I
S
T
I
N
G
R
/
W
DB 1191 PG 904
JOHNNIE CARSON
DB 3481 PG 687
MITCHBURG INVESTMENT, LLC
DB 3270 PG 190
CLINTON & SYLVIA RUNYON
6
0
' R
/
W
S
5
9
°5
4
'17
" W
2
0
8
.4
0
'
LT
WE
L
L
WOODS
BUILDING
RESIDENTIAL
WOODS
20' PAVED ROADWAY
ROCK CREEK DRIVE SOUTH
TH 25
TH 26
TH 27
TH 28
TH 29
|
}
b
|
b
(CL)
(CHARTER)
(CHARTER)
(CL)
(CL)
(C
L
)
(JOEMC)
(JOEMC)
(JOEMC)
(JOEMC)
(
J
O
E
M
C
)
4" PLAS. (COJ)
4" PLAS. (COJ)
b
a
aba
b
H
H
VAULTS
WATER
d o
b
aa
a
p
bHI
|
}
a
I
II
I I
HH
HH
20" STL. CASING
20" STL. CASING
E
O
I
E
O
I
(3
) 1 1/
2
" U
NK.
F
U
NC
T
IO
N
C
A
B
L
E
S
JOEMC
JOEMC
(AATUR)
(AATUR)
14" ONWASA
14" ONWASA
16" C.O.J.
10" C.O.J.6"6
"
6"
8
"
C
.
O
.
J
.
DUCT C.O.J. (AATUR)
(AATUR)
14" ONWASA
16" C.O.J.
10" C.O.J.
EOI
(AATUR)
DUCT C.O.J. (AATUR)
E
O
I
48" RCP
SHEET 10 OF 22
PERMIT DRAWING
S
E
E
S
H
E
E
T
1
5
M
A
T
C
H
L
I
N
E
-
L
-
S
T
A
1
9
3
+
0
0
.
0
0
S
EE
S
H
E
ET
17
M
A
TC
H
LIN
E
-
L-
S
TA
2
0
7
+
0
0
.0
0
4
/
11/
2
0
19
.
.
.
\
U
-
4
9
0
6
_
H
Y
D
_
P
R
M
_
P
S
H
1
6
.
d
g
n
H
N
T
B
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
16U-4906
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
-L-
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
FOR -Y5- PROFILE, SEE SHEET 39
FOR -L- PROFILE, SEE SHEETS 32 AND 33
1
9
5
2
0
0
2
0
5
PI Sta 197+15.78
D
L = 558.83'
T = 280.01'
R = 3,494.66'
-L-
SE = EXISTING
PI Sta 12+23.25
D
L = 84.35'
T = 42.19'
R = 1,500.00'
PI Sta 14+09.39
D
L = 84.71'
T = 42.37'
R = 1,500.00'
-Y5-
SE = EXISTING SE = EXISTING
-Y5- STA 11+50.00
BEGIN CONSTRUCTION
33
36Z
96
97
98
30.00' RT
+65.95 -L-
71.26' RT
+07.86 -L-
64.40' RT
+14.64 -L-
85.58' RT
+34.97 -L-
30.00' LT
+21.14 -L-
50.92' LT
+02.27 -L-
57.65' LT
+09.56 -L-
30.00' LT
+34.62 -L-
34Z
35Z
F
C C
F
F F
F F
F
F
F
F
F
F
F
REMOVE
SEE DETAIL 13
SPEC. LAT. 'V' DITCH
15"
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
REMO
VE
RETAINRETAIN
RETAIN
RETAINRETAINRETAIN
HW
G
T
D
PLACED IN STREAM BED)
(NO RIP-RAP IS TO BE
EST. 104 SYGF
EST. 57 TONS
CLASS 'I' RIP-RAP
SEE DETAIL 15
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN RETAIN
RETAIN
RETAIN
RETAIN
MH
JB W/
MH
JB W/
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL 15
-L- STA. 200+67 RT
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BED
d= 4.0 Ft.
Length= 12.0 Ft.
EXI
STING
BANK
EXISTING BANKMIN. 2:1 TO TIE
MIN.
2:
1
TO
TI
E d
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
DETAIL 13
Ground
Natural
Slope
Fill
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
FROM -L- STA. 194+00 TO STA. 195+91 LT.
Min. D= 1.5 Ft.
Ground
Natural
Slope
Fill
RETAIN
DETAIL 14 ( Not to Scale)
Class I Riprap
Natural
Ground
Natural
Ground
D
(UPSTREAM)
CULVERT CHANNEL IMPROVEMENTS
VAR.VAR.
Riprap
Class I
1.5' Min.
(Variable)
Channel Bed
Slopes= 2:1 to Existing
(To Top of Bank)
D= Varies
EST. 40 SY GEOTEXTILE FABRIC
EST. 20 TONS CLASS I RIPRAP
EST. 5 CY EXCAVATION
-L- STA. 200+92 LT
RCP-IV
W/ 18"
EXTEND
COLLAR &
PLACED IN STREAM BED)
(NO RIP-RAP IS TO BE
EST. 104 SYGF
EST. 57 TONS
CLASS 'I' RIP-RAP
SEE DETAIL 26
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL 26
-Y5- STA. 12+00 RT
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BED
d= 5.0 Ft.
Length= 13.0 Ft.
EXISTI
NG
BANK
EXISTING BANKMIN. 1.5:1 TO TIE
MIN.
1.5:1
TO
TIE d
8
7
"
x
6
3
"
C
A
A
P
8
7
" x 6
3
" C
AAP
INV=27.7
INV=27.9
INV=30.5
INV=30.8
SEE DETAIL 14
(UPSTREAM)
IMPROVEMENTS
CULVERT CHANNEL
HW
NS
RS 2007
N
A
D 83/
LEGEND
GRAPHIC SCALE
0'50'50'150'100'
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMP. IMPACTS
SURFACE WATER
IMPACTS IN IN SURFACE WATER
TEMP. IMPACTS
SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMP. IMPACTS
IN SURFACE WATER
TEMP. IMPACTS
SITE 3
SITE 4
SDI
DI
15" RCP
15" RCP
15" RCP
15" RCP
18" RCP
48" CMP
18"
RCP
W
/FES
1SFD
1SFD
*EL3604
B
U
IL
D
IN
G
R
E
S
ID
E
N
T
IA
L
W
O
O
D
S
TH 28
b
b
a
aH
H
E
O
I
48" RCP
2
/
2
0
/
2
0
19
.
.
.
\
U
-
4
9
0
6
_
H
Y
D
_
P
R
M
_
P
S
H
1
6
A
_
E
n
l
a
r
g
e
_
s
h
e
e
t
.
d
g
n
H
N
T
B
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
16U-4906
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
SHEET 11 OF 22
PERMIT DRAWING
GRAPHIC SCALE
0'50'50'150'100'
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
LEGEND
S S SURFACE WATER
DENOTES IMPACTS IN
-L-
b
a
aH
H
E
O
I
F
RETAIN
RETAIN
RETAIN
REMO
VE
RETAINRETAIN
HW
G
T
D
PLACED IN STREAM BED)
(NO RIP-RAP IS TO BE
EST. 104 SYGF
EST. 57 TONS
CLASS 'I' RIP-RAP
SEE DETAIL 15
RETAIN
RETAIN
MH
JB W/
MH
JB W/
RETAIN
RCP-IV
W/ 18"
EXTEND
COLLAR &
8
7
" x 6
3
" C
AAP
INV=30.5
INV=30.8
SEE DETAIL 14
(UPSTREAM)
IMPROVEMENTS
CULVERT CHANNEL
NS
RS 2007
N
A
D 83/
IN SURFACE WATER
TEMP. IMPACTS
SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMP. IMPACTS
SURFACE WATER
IMPACTS IN
SITE 3
3
1
31
3
2
3
2
32
3
2
3
3
3
3
3
3
33
3
4
3
4
34
34
3
5
35
3
5
3
5
3
5
35
3
5
3
5
36
36
3
6
3 6
3
7
37
3
7
37
37
37
38 38
38
3
8
3
8
38
38
39
39
3
9
39
39
39
4
0
40 4
0
40
40
4
0
4040
4 0
40
4
0
40
40
40
4
1
41
414
1
42
42
SDI
DI
15" RCP
15" RCP
15" RCP
15" RCP
18" RCP
48" CMP
18"
RCP
W
/FES
1SFD
1SFD
*EL3604
B
U
IL
D
IN
G
R
E
S
ID
E
N
T
IA
L
W
O
O
D
S
TH 28
b
b
a
aH
H
E
O
I
48" RCP
2
/
2
0
/
2
0
19
.
.
.
\
U
-
4
9
0
6
_
H
Y
D
_
P
R
M
_
P
S
H
1
6
A
_
E
n
l
a
r
g
e
_
s
h
e
e
t
.
d
g
n
H
N
T
B
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
16U-4906
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
SHEET 12 OF 22
PERMIT DRAWING
GRAPHIC SCALE
0'50'50'150'100'
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
LEGEND
S S SURFACE WATER
DENOTES IMPACTS IN
-L-
b
a
aH
H
E
O
I
F
RETAIN
RETAIN
RETAIN
REMO
VE
RETAINRETAIN
HW
G
T
D
PLACED IN STREAM BED)
(NO RIP-RAP IS TO BE
EST. 104 SYGF
EST. 57 TONS
CLASS 'I' RIP-RAP
SEE DETAIL 15
RETAIN
RETAIN
MH
JB W/
MH
JB W/
RETAIN
RCP-IV
W/ 18"
EXTEND
COLLAR &
8
7
" x 6
3
" C
AAP
INV=30.5
INV=30.8
SEE DETAIL 14
(UPSTREAM)
IMPROVEMENTS
CULVERT CHANNEL
NS
RS 2007
N
A
D 83/
IN SURFACE WATER
TEMP. IMPACTS
SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMP. IMPACTS
SURFACE WATER
IMPACTS IN
SITE 3
L
2
/
14
/
2
0
19
.
.
.
\
U
-
4
9
0
6
_
H
Y
D
_
P
R
M
_
P
F
L
.
d
g
n
H
N
T
B
PROJ. REFERENCE NO.SHEET NO.
6
/
2
3
/
1
6
SKEW = 105
C ELEV. = 40.25'
87" x 63" CAAP
STA. 200+79.74 -L-
O
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
U-4906
SCALE
40
35
30
40
35
30
TO EAST OF RAMSEY RD (SR 1324)
FROM WEST OF MILLS FIELD RD (SR 1313)
GUM BRANCH ROAD (SR 1308)
PROJECT: U-4906
ONSLOW COUNTY
1"=20' HORIZONTAL
1"=5' VERTICAL
SHEET 13 OF 22
PERMIT DRAWING
3:1 NORMAL
SURVEY 06-23-16
WS EL.= 31.9'
TB RT
EXISTING GROUND LINE
ON 0.3% GRADE
87" x 63"' CAAP
JUNCTION BOX
TB RT
TB LT
TB LT
EXISTING GROUND LINE
(BURY INV. 1' MIN.)
INV. IN =30.8'
EXISTING PIPE
(BURY INV. 1' MIN.)
INV. OUT =30.5'
VARIABLE SLOPE
HEADWALL
N
5
3
°
2
1'
3
6
"
E
19
9
.
4
0
'
S 33°00'46" E
150.79'
S 30°22'03" E
37.09'
B
U
IL
D
IN
G
R
E
S
ID
E
N
T
IA
L
4
2
"
C
M
P
15" RCP
S
H
E
D
C
O
U
N
T
R
Y
C
L
U
B
B
L
V
D
WOODS
C
O
N
C
C
ON
C
C
O
N
CIN
V
=29.41'
IN
V
=29.39'
N 48°50'35" W N 7
6
°4
1'3
2
" E
18
9
.3
6
'
S
3
2
°
2
8'
2
0
"
W
1
2
1.
1
0'
EXISTING R/W
EXISTING R/W
EXISTING R/W
E
X
I
S
T
I
N
G
R
/
W
DB 1191 PG 904
JOHNNIE CARSON
DB 3481 PG 687
MITCHBURG INVESTMENT, LLC
DB 3270 PG 190
CLINTON & SYLVIA RUNYON
6
0
' R
/
W
S
5
9
°5
4
'
17
"
W
2
0
8
.
4
0
'
LT
BUILDING
RESIDENTIAL
20' PAVED ROADWAY
ROCK CREEK DRIVE SOUTH
TH 29
|
}
|
b
(CHARTER)
(CHARTER)
(CL)
(CL)
(C
L
)
(JOEMC)
(JOEMC)
(JOEMC)
(JOEMC)
(
J
O
E
M
C
)
4" PLAS. (COJ)
4" PLAS. (COJ)
4
/
11/
2
0
19
.
.
.
\
U
-
4
9
0
6
_
H
Y
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R
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S
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1
6
A
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t
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d
g
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H
N
T
B
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
16U-4906
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
SHEET 14 OF 22
PERMIT DRAWING
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
LEGEND
S S SURFACE WATER
DENOTES IMPACTS IN
GRAPHIC SCALE
0'50'50'150'100'
-Y5- STA 11+50.00
BEGIN CONSTRUCTION
96
97
98
F
F
PLACED IN STREAM BED)
(NO RIP-RAP IS TO BE
EST. 104 SYGF
EST. 57 TONS
CLASS 'I' RIP-RAP
SEE DETAIL 26
8
7
"
x
6
3
"
C
A
A
P
INV=27.7
INV=27.9
HW
NS
RS 2007
N
A
D 83/
SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMP. IMPACTS
IN SURFACE WATER
TEMP. IMPACTS
SITE 4
27
28
29
2
9
30
3
0
3
0
3
0
3
0
3
0
30
30
3
1
3
2
3
2
3
2
33
3
3
3
3 34
34
3
4
3
4
3
4
3435
35
35
35
3
5
3
5
3
5
3
5
35
3
6
36
36
3
6
3
6
36
3
7
3
7
3
7
3
7
37
3
7
3
7
3
7 37
37
3
8
38
3
8
3
8
38
38
38
39
3
9
39
3
9
3
9
3939
39
39
39
40
40
40
40
4
0
40
4
0
40
4
040
40 40
40
4
1
N
5
3
°
2
1'
3
6
"
E
19
9
.
4
0
'
S 33°00'46" E
150.79'
S 30°22'03" E
37.09'
B
U
IL
D
IN
G
R
E
S
ID
E
N
T
IA
L
4
2
"
C
M
P
15" RCP
S
H
E
D
C
O
U
N
T
R
Y
C
L
U
B
B
L
V
D
WOODS
C
O
N
C
C
ON
C
C
O
N
CIN
V
=29.41'
IN
V
=29.39'
N 48°50'35" W N 7
6
°4
1'3
2
" E
18
9
.3
6
'
S
3
2
°
2
8'
2
0
"
W
1
2
1.
1
0'
EXISTING R/W
EXISTING R/W
EXISTING R/W
E
X
I
S
T
I
N
G
R
/
W
DB 1191 PG 904
JOHNNIE CARSON
DB 3481 PG 687
MITCHBURG INVESTMENT, LLC
DB 3270 PG 190
CLINTON & SYLVIA RUNYON
6
0
' R
/
W
S
5
9
°5
4
'
17
"
W
2
0
8
.
4
0
'
LT
BUILDING
RESIDENTIAL
20' PAVED ROADWAY
ROCK CREEK DRIVE SOUTH
TH 29
|
}
|
b
(CHARTER)
(CHARTER)
(CL)
(CL)
(C
L
)
(JOEMC)
(JOEMC)
(JOEMC)
(JOEMC)
(
J
O
E
M
C
)
4" PLAS. (COJ)
4" PLAS. (COJ)
4
/
11/
2
0
19
.
.
.
\
U
-
4
9
0
6
_
H
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P
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6
A
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d
g
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H
N
T
B
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
16U-4906
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
SHEET 15 OF 22
PERMIT DRAWING
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
LEGEND
S S SURFACE WATER
DENOTES IMPACTS IN
GRAPHIC SCALE
0'50'50'150'100'
-Y5- STA 11+50.00
BEGIN CONSTRUCTION
96
97
98
F
F
PLACED IN STREAM BED)
(NO RIP-RAP IS TO BE
EST. 104 SYGF
EST. 57 TONS
CLASS 'I' RIP-RAP
SEE DETAIL 26
8
7
"
x
6
3
"
C
A
A
P
INV=27.7
INV=27.9
HW
NS
RS 2007
N
A
D 83/
SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMP. IMPACTS
IN SURFACE WATER
TEMP. IMPACTS
SITE 4
2
/
14
/
2
0
19
.
.
.
\
U
-
4
9
0
6
_
H
Y
D
_
P
R
M
_
P
F
L
.
d
g
n
H
N
T
B
PROJ. REFERENCE NO.SHEET NO.
6
/
2
3
/
1
6
L
SKEW = 90
C ELEV. = 38.09'
87" x 63" CAAP
STA. 12+00.01 -Y5-
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
U-4906
5 10
O
SCALE
40
35
30
40
35
30
TO EAST OF RAMSEY RD (SR 1324)
FROM WEST OF MILLS FIELD RD (SR 1313)
GUM BRANCH ROAD (SR 1308)
PROJECT: U-4906
ONSLOW COUNTY
1"=20' HORIZONTAL
1"=5' VERTICAL
SHEET 16 OF 22
PERMIT DRAWING
TB RTTB LT
EXISTING GROUND LINE
ON 0.4% GRADE
87" x 63"' CAAP
SURVEY 06-23-16
WS EL.= 31.9'
TB RT
TB LT
EXISTING GROUND LINE
EXISTING PIPE
(BURY INV. 1' MIN.)
INV. IN =27.9'
(BURY INV. 1' MIN.)
INV. OUT =27.7'
HEADWALL
DI
24"
R
CP
24"
R
CP
9' CON
C
DI
15
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C
PDI
9
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4
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P
24" RCP
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10
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13
7
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8
7
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M
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C
M
A
P
13
7
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8
7
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C
M
A
P
CONC BAG HEADWALL
DI
DI
DI
15"
R
C
P
15"
RCP
15"
R
C
P
EIP
EIP
SI
G
HT
T
RI
A
N
GL
E
10'
X 70'
SIGHT
TRIANGLE
10' X
70'
EXISTING R/W
EXISTING R/W
6
0
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EXIS
T
ING R/W E
XIS
T
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V=2
6.
3
5'
I
N
V
=24.
01'
INV=1.97'
INV=2.00'
INV=2.00'
INV=1.27'
INV=0.64'
INV=0.71'
TOP=19.44'
INV=16.09'TO
P=24.
47'IN
V
=21.
00'
T
O
P=27.
06'
IN
V
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T
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TOP
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9
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NV=2
4.
8
9'
T
OP
=28.69'I
N
V=26.38'
SR1308 - GUM BRANCH RD.
37.5' PAVED ROADWAY
110 111
112
113
115
116
P
B
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
23U-4906
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON PLANS FOR -L1- PROFILE, SEE SHEET 36
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
-L1- POT STA 14+00.00
END RESURFACING
11+00
0
10
20
30
40
12+00 13+00 14+00
EXIS
TIN
G
P
O
W
ER
P
O
LE
SHEET 17 OF 22
PERMIT DRAWING
15+00 16+0010+00
EXISTING UTILITY POLE
OVERHEAD POWER LINE
ALONG CENTER OF
EXISTING GROUND LINE
UTILITY LINE
PROPOSED OVERHEAD
PROPOSED UTILITY POLE
NEUTRAL WIRE
POWER LINES
R
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REM
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30" RCP-IV
30"
R
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3
0
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P
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3
0
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P
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3
0
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P
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30" RCP-IV
15
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P-IV
15"
R
C
P-I
V
15"
RCP-I
V
15"
RC
P-I
V
18" RCP-IV
RC
P-
IV
18
"
123
3
4
4
4
5
5
5
6
6
7
7
8
8
8
9
9
9
9
999
9
9
9
9
10
1
0
10
10
10
1
0
10
10
10
1
0
10
10
10
10
10
10
10
1
0
10
1
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10
1
1
11
1
1
1
1
11
11
11
11
1112
12
12
1
2
12
12
1
2
12
12
12
13
13
13
1
3
13
13
13
13
1
314
14
14
14
14
14
14
14
14
1
4
14
15
1
5
15
1
5
15151515
15
15
1
5
15
15 15 15
1
5
15
15
1
5
1
5
1
5
1
5
15
16
16
16
16
1
6
16
16
16
1
6
16
16
1
6
16
16
16
16
16 16
16
17
17
17
1
7
1
7
17
1
7
17
17 1
7
1717
18
18
1
8
18
18
18
18
18
18
18
18
18
18
19
19
19
19
19
19
19
19
19
19
19
19
2
0
2
0
20
20
20
20
2
0
2
0
20
20
2
0
2
0
20
20
20
20
20
20
20
20
2
0
20
2
0
2
0
20
2
1
21
21 21
21
2
1
21
2
1
21
21
2
1
21
21
2
1
21
21
2
1
21
21
21
2
2
22
2
2
22
2
2
22
22
22
22
22
22
23
23
23
23
23
2
3
2 3
23
2
3
23
23
2
4
24
24
24
24
24
2
4
24
2
4
24
24
25
2
5
25
25
2
5
25
25
25
25
2
5
25
2
5
2
5
2
5
26
26
26
2
6
26
27
27
2
7
27
2
7
27
27
2
8
28
28
28
2
8
2
8
2
8
2
9
2
9
29
29
29
29
29
2
9
3
0
30
3
0
30
30
3
0
30
30
30
30
30
30
3
0
3
0
3
0
31
3
1
3
1
31
31
3
131 31
31
31
31
3131
3
2
32
32
33
DI
24"
R
CP
24"
R
CP
9' CON
C
DI
15
" R
C
PDI
9
' GR2
4
" RC
P
24" RCP
D
I
10
' GR9
' GR
DI24" RCP
13
7
"x
8
7
"
C
M
A
P
13
7
"x
8
7
"
C
M
A
P
13
7
"x
8
7
"
C
M
A
P
CONC BAG HEADWALL
DI
DI
DI
15"
R
C
P
15"
RCP
15"
R
C
P
EIP
EIP
SI
G
HT
T
RI
A
N
GL
E
10'
X 70'
SIGHT
TRIANGLE
10' X
70'
EXISTING R/W
EXISTING R/W
6
0
'
EXIS
T
ING R/W E
XIS
T
ING R
/W
I
N
V=2
6.
3
5'
I
N
V
=24.
01'
INV=1.97'
INV=2.00'
INV=2.00'
INV=1.27'
INV=0.64'
INV=0.71'
TOP=19.44'
INV=16.09'TO
P=24.
47'IN
V
=21.
00'
T
O
P=27.
06'
IN
V
=24.01'
T
O
P=25.
95'I
N
V
=24.
08'
T
OP
=29.38'I
N
V=26.38'
TOP
=2
6.
9
8'I
NV=2
4.
8
9'
T
OP
=28.69'I
N
V=26.38'
SR1308 - GUM BRANCH RD.
37.5' PAVED ROADWAY
110 111
112
113
115
116
P
B
4
2
P
G
2
6
DB
14
8
7
P
G
6
7
7
R
ANDY
T
HOM
P
S
ON, et al
P
B
5
1 P
G
5
9
DB
2
7
17
P
G
2
7
7
L
OUI
S
E
DUNN, et
vir
P
B
5
1 P
G
5
9
DB
3
2
0
5
P
G
8
9
4
B
R
ANDON
SIS
S
ON
DB
8
0
9
P
G
5
8
2
DONAL
D
C
US
T
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R.
15" RCP
RC
P
24"
et
vir
ANNE
T
T
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T
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S
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TIC
BZ
B
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B
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B
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B
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BZ
B
Z
BZ
Shoreline AEC
30' Public Trust
Shoreline AEC
30' Public Trust
Shoreline AEC
30' Public Trust
Shoreline AEC
30' Public Trust
100'
BZ BZ
TEL PE
D
5
4
5
5
5
6
5
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M
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SPECTRUM CABLE
NEUTRAL WIRE
POWER LINES
I |pb
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0
+
0
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L1-
P
OC
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A
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+
5
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5
=
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T.
E
S
T. 10
S
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T
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C
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AS
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AP
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T. 5
T
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L
AS
S '
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RI
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R
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E
S
T. 21
S
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S
T. 8
T
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C
L
AS
S '
B'
RI
P-
RAP
RE
M
O
VE
R
E
M
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VE
RE
M
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VE
R
E
M
O
VE
RE
M
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RE
M
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R
E
M
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S
E
E
DE
T
AI
L 20
S
P
E
C.
L
AT. '
V'
DI
T
C
H
S
E
E
DE
T
AI
L 19
S
P
E
C.
L
AT. '
V'
DI
T
C
H
S
E
E
DE
T
AI
L 19
S
P
E
C.
L
AT. '
V'
DI
T
C
H
DDE
=
160
C
Y
S
=
4.1
%
S
E
E
DE
T
AI
L 23
S
P
E
C.
L
AT.
B
AS
E
DI
T
C
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S
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DE
T
AI
L 22
S
P
E
C.
L
AT. '
V'
DI
T
C
H
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M
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E
DE
T
AI
L 19
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V'
DI
T
C
H
S
P
E
C.
L
AT.
8
/
12
/
2
0
2
1
.
.
.
\
U
-
4
9
0
6
_
H
Y
D
_
P
R
M
_
P
S
H
2
3
_
p
f
l
.
d
g
n
H
N
T
B
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
23U-4906
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON PLANS FOR -L1- PROFILE, SEE SHEET 36
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
-L1- POT STA 14+00.00
END RESURFACING
11+00
0
10
20
30
40
12+00 13+00 14+00
EXIS
TIN
G
P
O
W
ER
P
O
LE
SHEET 18 OF 22
PERMIT DRAWING
15+00 16+0010+00
EXISTING UTILITY POLE
OVERHEAD POWER LINE
ALONG CENTER OF
EXISTING GROUND LINE
UTILITY LINE
PROPOSED OVERHEAD
PROPOSED UTILITY POLE
NEUTRAL WIRE
POWER LINES
R
E
M
O
VE
REM
O
VE
R
EM
O
V
E
R
E
M
O
VE
R
E
M
O
VE
REM
O
V
E
REMOVE
REMOVE
REMOVE
DI
DI
DI
D
I
DI-
S
D
DI-
SD
DI-
SD
DI-
SD
DI-
SD
RETA
IN
RETAIN
RETA
IN
REMOVE
30" RCP-IV
30"
R
CP-I
V
3
0
" RC
P
-IV
3
0
" RC
P
-IV
3
0
" RC
P
-IV
30" RCP-IV
15
" RC
P-IV
15"
R
C
P-I
V
15"
RCP-I
V
15"
RC
P-I
V
18" RCP-IV
RC
P-
IV
18
"
18" CMP
18" CMP
18" CMP
18" CMP
18" CMP
18" CMP
15" CMP
15" CMP
18" CMP
12
'
S
O
I
L
10
' S
OIL
12
'
S
OIL
/
G
R
C
ON
C
D
R
17
9
18
0
18
1
18
2
18
3
SR1308 - GUM BRANCH RD.
37.5' PAVED ROADWAY
DI
DI DI
DI
DI
PHILIP F. GAREY, et ux10' S
OIL/
GR
2
0
'
B
S
T
EIP
EIP
EIP
PK
18" CMP
DI
RANDY JARMAN, et ux
LINDA LACORTE
EDDIE JONES, et ux
LARRY D. COTTLE, et ux
EXISTING R/W
6
0
'
EXISTING R/W
TH 37
a a
ab
a
|
I
H
I
b
PIPING FOUND
NO ASSOCIATED
(WM)
PIPING FOUND
NO ASSOCIATED
(WM)
PIPING FOUND
NO ASSOCIATED
(WM)
PIPING FOUNDNO ASSOCIATED(WM)
E
O
I
E
O
R
I
18" CMP
15" CMP
18" CMP
8" BLK
15" CMP
6" CI (ONWASA)
(EXPOSED OVER DITCH)
NOT FOUNDBLOW-OFF16" WATER
b b
a
E
OI
CONC BAG HEADWALL
SR1308 -GUM BRANCH RD
36.5' PAVED ROADWAY
24" RCP
INV=4
.11'
6" CI (ONWASA)
(EXPOSED OVER DITCH)
NOT FOUNDBLOW-OFF16" WATER
b b
a
E
OI
C
R
E
E
K
H
A
L
F
M
O
O
N
CEI = 6.97'INV=-1.26'
CEI =
6
.3
3
'
INNV=
-1.8
7
'
CE
I = 6
.3
2
'
INV=-1.8
5
'
9
9
"
H
C
M
P
9
9
"
H
C
M
A
P
9
9
"
H
C
M
A
P
CEI = 5.84' INV=-2.33'
CEI = 5.84' INV=-2.19' CEI = 6.44' INV=-1.77'
BZ
B
Z
BZ
B
Z
B
Z
B
Z
BZ
Shoreline AEC
30' Public Trust
Shoreline AEC
30' Public Trust
Shoreline AEC
30' Public Trust
Shoreline AEC
30' Public Trust
et ux
EDDIE JONES,
B
Z
B
Z
LUMEN
CONTERRA
HAND HOLE
CONTERRA
ABANDONED
LUMEN
LUMEN
ABANDONED
LUMEN
CONTERRA HH
PED REM
LUMEN
ABANDONED
CONTERRA
PFH
GV
S
E
E
S
H
E
E
T
2
5
M
A
T
C
H
LI
N
E
-
L1
-
S
T
A
7
3
+
5
0
.
0
0
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON PLANS
8
/
12
/
2
0
2
1
.
.
.
\
U
-
4
9
0
6
_
H
Y
D
_
P
R
M
_
P
S
H
2
6
.
d
g
n
H
N
T
B
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
26U-4906
-L1- STA 81+55.00
END TIP PROJECT U-4906
END CONSTRUCITON
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
8
/
1
7
/
9
9
7
5 8
0
83
84
86
77A
81Z
82Z
85
80
GTD
DI-SD
DI-SD DI-SD
DI 2GI-A DI-SD
DI-SD
DI-SD
DDE=40 CY
S=0.1%
SEE DETAIL 7
SPEC. LAT. BASE DITCH
INV=2.1
REMOVE
REMOVE
REMOVE
REMOVE REMOVE REMOVE
REMOVE
REMOVEREMOVE
REMOVE
REMOVE
EST. 14 SYGF
EST. 5 TONS
CLASS 'B' RIP-RAP
D
B
SPECIAL LATERAL BASE DITCH
Ground
Natural
B= 2.0 Ft.
Min. D= 2.0 Ft.
3:
1 3:1
FROM -L1- STA. 77+27 TO STA. 78+20 LT.
( Not to Scale)
DETAIL 7
Slope
Fill
RCP-IV
18"
18" RCP-IV
RCP-IV
15"
RCP-IV
15"
24" RCP-IV 24" RCP-IV 24" RCP-IV
18" RCP-IV
24" RCP-IV 24" RCP-IV 24" RCP-IV
24" RCP-IV
24" RCP-IV
EST. 14 SYGF
EST. 5 TONS
CLASS 'B' RIP-RAP
24" RCP-IV
24" RCP-IV
24" RCP-IV
JB w/ MH
JB w/ MH
& PLUG
EXISTING 18" CMP
REMOVE 140 LF OF
JB w/ MH
24" RCP-IV
V2= 1.1 fps
Q2= 18.0 cfs
V10= 1.2 fps
Q10= 27.0 cfs
NSRS
2007
NAD
83/LEGEND
SHEET 19 OF 22
PERMIT DRAWING
GRAPHIC SCALE
0'50'50'150'100'
IN WETLAND
EXCAVATION
E E IN WETLAND
DENOTES EXCAVATION
SITE 5
-6 -
5-4
-
3
-
2
-1
0 0
1
1
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
33
3
3
3
3
3
3
3
3
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
444
4
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
5 5
5
5
5
5
5
5
5
5
5
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
777
77
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
77
7
7
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8 8
8
8
8
9
9
9
9
9 99
9
9
9
9
9
9
9 9
9
99
9
9
9
9
9
9
9
9
9
9
9
9
9
1
0
1
0
10
10
10 10 1010
10
10
10
1
0
10
1
0
10
10
10
10
10
10
10
1010
10
1
0
10
10
1
0
10
10
10
10
10
10
10
10
10
10
10
10
1
0
1
0
10
10
10
10
1
0
1
0
1
0
10
1
0
1
0
1
1
1
1
11
11
11
11
1
1
11
11
11
1
1
11
11
11
11
11
1
1
1
1
1
1
1
1
1
2
12
12
12
12
1
2
12
12
12
1
2
12
12
1
2
12
1
2
1
2
1
2
12
1
3
13
1
3
13
1
3
13
13
13
13
13
13
13
1
3
1
3
13
13
1
3
13
1
3
1
3
14
1
4
14
1
4
14
14
14
14
1
4
1
4
1
4
1
414
15
15
15
15
15
1 515
15
15
15
15 15
15
15
1
5
15
15
1
5
15
1
5
15
15
15
15
16
1
6
16
16 16
16
1
6
16
16
1
6
16
1
6
16
1
7
17
17
17
1
7
18
18
1
8
18
18" CMP
18" CMP
18" CMP
18" CMP
18" CMP
18" CMP
15" CMP
15" CMP
18" CMP
12
'
S
O
I
L
10
' S
OIL
12
'
S
OIL
/
G
R
C
ON
C
D
R
17
9
18
0
18
1
18
2
18
3
SR1308 - GUM BRANCH RD.
37.5' PAVED ROADWAY
DI
DI DI
DI
DI
PHILIP F. GAREY, et ux10' S
OIL/
GR
2
0
'
B
S
T
EIP
EIP
EIP
PK
18" CMP
DI
RANDY JARMAN, et ux
LINDA LACORTE
EDDIE JONES, et ux
LARRY D. COTTLE, et ux
EXISTING R/W
6
0
'
EXISTING R/W
TH 37
a a
ab
a
|
I
H
I
b
PIPING FOUND
NO ASSOCIATED
(WM)
PIPING FOUND
NO ASSOCIATED
(WM)
PIPING FOUND
NO ASSOCIATED
(WM)
PIPING FOUNDNO ASSOCIATED(WM)
E
O
I
E
O
R
I
18" CMP
15" CMP
18" CMP
8" BLK
15" CMP
6" CI (ONWASA)
(EXPOSED OVER DITCH)
NOT FOUNDBLOW-OFF16" WATER
b b
a
E
OI
CONC BAG HEADWALL
SR1308 -GUM BRANCH RD
36.5' PAVED ROADWAY
24" RCP
INV=4
.11'
6" CI (ONWASA)
(EXPOSED OVER DITCH)
NOT FOUNDBLOW-OFF16" WATER
b b
a
E
OI
C
R
E
E
K
H
A
L
F
M
O
O
N
CEI = 6.97'INV=-1.26'
CEI =
6
.3
3
'
INNV=
-1.8
7
'
CE
I = 6
.3
2
'
INV=-1.8
5
'
9
9
"
H
C
M
P
9
9
"
H
C
M
A
P
9
9
"
H
C
M
A
P
CEI = 5.84' INV=-2.33'
CEI = 5.84' INV=-2.19' CEI = 6.44' INV=-1.77'
BZ
B
Z
BZ
B
Z
B
Z
B
Z
BZ
Shoreline AEC
30' Public Trust
Shoreline AEC
30' Public Trust
Shoreline AEC
30' Public Trust
Shoreline AEC
30' Public Trust
et ux
EDDIE JONES,
B
Z
B
Z
LUMEN
CONTERRA
HAND HOLE
CONTERRA
ABANDONED
LUMEN
LUMEN
ABANDONED
LUMEN
CONTERRA HH
PED REM
LUMEN
ABANDONED
CONTERRA
PFH
GV
S
E
E
S
H
E
E
T
2
5
M
A
T
C
H
LI
N
E
-
L1
-
S
T
A
7
3
+
5
0
.
0
0
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON PLANS
8
/
12
/
2
0
2
1
.
.
.
\
U
-
4
9
0
6
_
H
Y
D
_
P
R
M
_
P
S
H
2
6
.
d
g
n
H
N
T
B
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
26U-4906
-L1- STA 81+55.00
END TIP PROJECT U-4906
END CONSTRUCITON
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
8
/
1
7
/
9
9
7
5 8
0
83
84
86
77A
81Z
82Z
85
80
GTD
DI-SD
DI-SD DI-SD
DI 2GI-A DI-SD
DI-SD
DI-SD
DDE=40 CY
S=0.1%
SEE DETAIL 7
SPEC. LAT. BASE DITCH
INV=2.1
REMOVE
REMOVE
REMOVE
REMOVE REMOVE REMOVE
REMOVE
REMOVEREMOVE
REMOVE
REMOVE
EST. 14 SYGF
EST. 5 TONS
CLASS 'B' RIP-RAP
D
B
SPECIAL LATERAL BASE DITCH
Ground
Natural
B= 2.0 Ft.
Min. D= 2.0 Ft.
3:
1 3:1
FROM -L1- STA. 77+27 TO STA. 78+20 LT.
( Not to Scale)
DETAIL 7
Slope
Fill
RCP-IV
18"
18" RCP-IV
RCP-IV
15"
RCP-IV
15"
24" RCP-IV 24" RCP-IV 24" RCP-IV
18" RCP-IV
24" RCP-IV 24" RCP-IV 24" RCP-IV
24" RCP-IV
24" RCP-IV
EST. 14 SYGF
EST. 5 TONS
CLASS 'B' RIP-RAP
24" RCP-IV
24" RCP-IV
24" RCP-IV
JB w/ MH
JB w/ MH
& PLUG
EXISTING 18" CMP
REMOVE 140 LF OF
JB w/ MH
24" RCP-IV
V2= 1.1 fps
Q2= 18.0 cfs
V10= 1.2 fps
Q10= 27.0 cfs
NSRS
2007
NAD
83/LEGEND
SHEET 20 OF 22
PERMIT DRAWING
GRAPHIC SCALE
0'50'50'150'100'
IN WETLAND
EXCAVATION
E E IN WETLAND
DENOTES EXCAVATION
SITE 5
2
/
2
0
/
2
0
19
.
.
.
\
U
-
4
9
0
6
_
H
Y
D
_
P
R
M
_
X
P
L
.
d
g
n
H
N
T
B
PROJ. REFERENCE NO.SHEET NO.
6
/
2
3
/
1
6
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
R-5021
5 10
-L1- 79+00.00
SITE 5
30
20
10
0
30
20
10
0
3:13:
1
5.81
WETLAND CROSS SECTIONS
SCALE
1"=20' HORIZONTAL
1"=20' VERTICAL
SHEET 21 OF 22
PERMIT DRAWING
TO EAST OF RAMSEY RD (SR 1324)
FROM WEST OF MILLS FIELD RD (SR 1313)
GUM BRANCH ROAD (SR 1308)
PROJECT: U-4906
ONSLOW COUNTY
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Bank
No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Stabilization
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 -Y2- 14+50 to 18+12 RT/LT 30" RCP/48" RCP 0.026 0.003
1 -Y2- 14+50 to 18+12 RT/LT 4' STD. / LAT. Base Ditch; 12' STD. Base Ditch 0.071 0.004
1 -L- 159+33 to 159+43 LT 48" RCP; Junction Box 0.003 0.002
2 -L- 164+70 to 165+91 RT Roadway Fill / Spec. LAT. 'V' Ditch 0.005 0.005 0.017 0.037
3 -L- 200+46 to 201+04 LT/RT 87" X 63" CAAP 0.014 0.006 18 28 25
4 -Y5- 11+94 to 12+20 LT/RT 87" X 63" CAAP 0.005 0.009 39 18
5 -L1- 78+40 to 79+07 LT Grade to Drain (GTD) 0.009
TOTALS*:0.005 0.014 0.017 0.037 0.118 0.024 18 67 43
*Rounded totals are sum of actual impacts
NOTES:
-L- Sta. 73+89 to Sta. 75+09 LT / RT; 0.000 SF Cow Horn Swamp
-L1- Sta. 12+33 to Sta. 13+58 LT; 1899.657 SF (Hand Clearing uplands) Batchelors Delight Swamp
-L1- Sta. 81+25 to Sta. 81+47 LT; 253.194 SF (Mechanized Clearing uplands) Half Moon Creek
Revised 2016 09 09 SHEET 22 OF 22
WETLAND AND SURFACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Onslow County
U-4906
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
4/11/2019
Excavation in Wetlands: 605.484 SF
Permanent Fill in Wetlands: 196.020 SF
Mechanized Clearing in Wetlands: 757.944 SF
Hand Clearing in Wetlands: 1616.076 SF
CAMA AEC Buffer Impacts: