HomeMy WebLinkAbout20170951 Ver 1_Build Maps_201708024
5
-L- STA. 29+30.00
END TIP PROJECT W-5601A
-L- STA. 10+00.00
BEGIN TIP PROJECT W-5601A
H
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L L Y G
R O
V E L A N
E
TO RICHLANDS
TO RICHLANDS HW Y
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(SR 1316)
RHODESTOWN ROAD
C
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K
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V
E
GRADING, DRAINAGE, & PAVINGTYPE OF WORK:
WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET 1 OF 5
PERMIT DRAWING
DATE: 10 / 31 / 2016
ONSLOW COUNTY
RHODESTOWN ROAD (SR 1316) CURVE REALIGNMENT
GRADING, DRAINAGE, & PAVING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
LOCATION:
TYPE OF WORK:
0
9
/
0
8
/
9
9
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINASee Sheet 1-A For Index of Sheets
1 0
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3
1 /
2
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0
1 A
DHV
D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *
FUNC CLASS =
0
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTHDESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
0
00
A
R
T
MEN
N
A
S
O
H
D
E
P
T
O
F TRA SPORT
T
I O
N
T
A TEOFN RT
CAR
O
LI
N
A
50 100
1005050
50 25
25
10 20510
RIGHT OF WAY DATE:
LETTING DATE:
2012 STANDARD SPECIFICATIONS
Prepared for:
DIVISION 3
HIGHWAY
Castle Hayne, NC 28429
5501 Barbados Blvd.
60
2015
2017
4,800
4,800
__
__
__
* TTST =_%DUAL _%
W-5601A
PE
MAJOR COLLECTOR
-L-
-Y 1 -
N A D 8 3 / 9 5
NOVEMBER 2, 2016
JULY 20, 2017
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
NCDOT CONTACT
DAVID LEONARD, PE
ROADWAY PROJECT DESIGN ENGINEER
PROJECT MANAGER
JOHNNY BANKS
Prepared by:
STEPHEN C. BROWDE, PE
HSIP-1316(20)
ROW, UTILHSIP-1316(20)
= 0.366 MILESTOTAL LENGTH TIP PROJECT W-5601A
= 0.000 MILES LENGTH STRUCTURES TIP PROJECT W-5601A
= 0.366 MILESLENGTH ROADWAY TIP PROJECT W-5601A
1
5
+
0
0
2
0
+
0
0
2
5
+
0
0
3
0 +
0 0
1
0
+
0
0
SUBREGIONAL TIER
7
5
%
P
l
a
n
S
u
b
m
i
t
t
a
l
50138.1.2
50138.2.2
50138.3.2 HSIP-1316(20)CONST.
1318
1316
1925
1308
1382
1972
1997
1995
1996
1389
1388
1381
1314
1390
1353
1316
1316 1317
1389
2012
2022
2211 2212
2213
2216
2215
2214
1995
1389
2026
2027
Branch
Gum
N
E
W
RI
V
E
R
Thompson
Rd.
RhodestownRd.RhodestownRd.
DaisyCt.
Player
R
o
c
k
C
r
e
e
k
D
r
.
P a r D
r .
CountryClubDr.
Northwest
Branch
Rd.
G
u
m
Branch
Rd.
G
u
m
B
r
a
n
c
h
Rd.
R
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d
e
s
t
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w
n
C
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f
f
Kimberly Ct.
Ct.
Delight
Dr.
Gu
m
Trudie
L
n.
K i n
s e y
L n
.
G
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r g
e
L n
.
2021
1308
2042
2045
2043
2044
2211
2053
2052
2051
G
u m
B
r a n c h
B
i g
B
r
a
n
c
h
B achlors D elight C reek
1389
2054
2055
South River Dr.2058
VICINITY MAP
PROJECT
BEGIN
PROJECT
END
Rhodestown Rd.
Howard Rd.Timothy
Briarneck Rd.Briarneck Rd.
SITE 1
22"x34"
50 Scale
Level Overrides=On
Canon Imgen.plt
NAMES AND ADDRESSES
ADDRESSESNAMES
PROPERTY OWNERS
REFERENCE NO.
DIVISION OF HIGHWAYS
NCDOT
6
JACKSONVILLE, NC 28540
238 RHODESTOWN ROAD
ONSLOW COUNTY
PROJECT: 50138.1.FD2 (W-5601A)
CURVE REALIGNMENT
SR 1316 (RHODESTOWN ROAD)
AND EULA C
MARION R. HOWARD
SHEET 2 OF 5
PERMIT DRAWING
DATE: 10 / 31 / 2016
1
0
’
C
O
N
C
1
0
’
C
O
N
C
1
0
’
C
O
N
C
100
101
102
103
104
SR 1316 (RHODESTOWN RD) 23’ BST
WILLIAM J. JOHNSON,et ux
ROBERT C. HOWARD, et ux
KAY M. PAYNE
JAMES R. WILCOX, et al
RODRIGUE V. MAXIUS
et ux
DURWARD B.SHAW,
LLC
AMERICAN HOMESMITH,
et ux
ANDY HERRERA,
MARION R. HOWARD, et ux
MARION R. HOWARD, et ux
EIP
EIP
EIP
EIP
EIP
E
I
P
EI
P
EIP
EIP
EIP
6
0
.
0
0
’
EXISTING R/W
EXISTING R/W
-EL-
COREY E. RIGSBY
WOODS
WOODS
WOODS
WOODS
1.5SFD
1.5SFD
1SFD
JB
-BL-1
-BL-2
-BL-3
et uxANDY HERRERA,
E
XIS
TI
N
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R/
W
E
XIS
TI
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R/
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6 0 .0 0 ’
TC
T
EIP
HAROLD C. MORTON
EIP
EIP
E
X
I
S
T
I
N
G
R
/
W
60.00’
E
X
I
S
T
I
N
G
R
/
W
EIP
10’X 70’ S.T.
SIGN EASEMENT30’X 40’
SIGN EASEMENT30’X 40’
10’X 70’ S.T.
KAVI E. MORTON JR.
EIP
EIP
EIP
BK SIGN
BK SIGN
1
2
3
4
5
6
2
0
’
B
S
T
C
R
O
S
S
C
R
E
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K
D
R
.
18" RCP
SHEET 3 OF 5
PERMIT DRAWING
DATE: 10 / 31 / 2016
-L - S
T
A . 2
2
+
0
0
.0
0
M A T
C H
L I N E
S
H
E
E
T
5
NAD 83/ 95
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R E
V I S
I O
N
S
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4W-5601A
1 0
/
3
1 /
2
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0
4
.
d
g
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F
k
e
y
s
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PAVEMENT REMOVAL
NOTE: SEE SHEET 6 FOR -L- PROFILE
500
1 5
+
0
0
-L- POT STA. 9+00.00
-L- STA. 10+00.00
BEGIN TIP PROJECT W-5601A
-L- SC STA. 14+49.80
-L- TS STA. 12+49.80
-
L
-
-L-
2
0
+
0
0
1
0
+
0
0
-L- STA. 10+15.00
BEGIN RESURFACING
(CHORD)
(CHORD)
F
C C
C
C
C
C
C
C
C C
C
C
F
SEE DETAIL A
SPECIAL ’V’ DITCH
SEE DETAIL A
SPECIAL ’V’ DITCH
REMOVE
RETAIN
REMOVE
REMOVEREMOVE
REMOVE
REMOVE
REMOVE
42" RCP-IV
RETAIN EX. DITCH
RETAIN EX. DITCH
TO STA. 21+00
FROM STA. 18+50
SPECIAL DITCH GRADE
TO STA. 14+50
FROM STA. 12+50
SPECIAL DITCH GRADE
SEE DETAIL A
SPECIAL ’V’ DITCH
RCP-V
2 @ 18"
15" RCP-IV
15" RCP-IV
15" RCP-IV
RETAIN EX. DITCH
TO L STA. 18+00.00 RT
FROM L STA. 14+50.00 RT
UTILIZE STANDARD ROADWAY DITCH
ALL LINEAR DI
MENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
6
"
P
V
C
8" PVC
8" PVC
8" PVC
8" P
VC
ERODED INLET
FAIR CONDITION
18" RCP
FAIR CONDITION
15" HDPE
FAIR CONDITION
15" HDPE FAIR CONDITION
15" HDPE
INV. IN=20.9’
INV. OUT=20.4’
INV. IN=24.0’
INV. OUT=23.1’
IMPACTS
WATER
SURFACE
PERMANENT
IMPACTS
WATER
SURFACE
TEMPORARY
TOTAL
0.002 AC.
0.002 AC.0.01 AC.
0.01 AC.SITE 1
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
20.8923.11
15" RCP
15" HDPE
15" HDPE
1
5
"
H
D
P
E
20.41
INV=20.89’
23.11
INV=20.41’
STREAM & WETLAND IMPACTS
S
S
TS
TS
IN SURFACE WATER
PERM. & TEMP. IMPACTS
SITE 1
1
0
’
C
O
N
C
1
0
’
C
O
N
C
1
0
’
C
O
N
C
100
101
102
103
104
SR 1316 (RHODESTOWN RD) 23’ BST
WILLIAM J. JOHNSON,et ux
ROBERT C. HOWARD, et ux
KAY M. PAYNE
JAMES R. WILCOX, et al
RODRIGUE V. MAXIUS
et ux
DURWARD B.SHAW,
LLC
AMERICAN HOMESMITH,
et ux
ANDY HERRERA,
MARION R. HOWARD, et ux
MARION R. HOWARD, et ux
EIP
EIP
EIP
EIP
EIP
E
I
P
EI
P
EIP
EIP
EIP
6
0
.
0
0
’
EXISTING R/W
EXISTING R/W
-EL-
COREY E. RIGSBY
WOODS
WOODS
WOODS
WOODS
1.5SFD
1.5SFD
1SFD
JB
-BL-1
-BL-2
-BL-3
et uxANDY HERRERA,
E
XIS
TI
N
G
R/
W
E
XIS
TI
N
G
R/
W
6 0 .0 0 ’
TC
T
EIP
HAROLD C. MORTON
EIP
EIP
E
X
I
S
T
I
N
G
R
/
W
60.00’
E
X
I
S
T
I
N
G
R
/
W
EIP
10’X 70’ S.T.
SIGN EASEMENT30’X 40’
SIGN EASEMENT30’X 40’
10’X 70’ S.T.
KAVI E. MORTON JR.
EIP
EIP
EIP
BK SIGN
BK SIGN
1
2
3
4
5
6
2
0
’
B
S
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1
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1
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2
0
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20
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21
2
1
2
1
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2
2
2
2
2
2
22
2
2
2
2
22
2
2
2
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2
2
2
2
22
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2
2
3
23
2
3
2
3
2
3
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2
3
2
3
2
3
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2
3
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2
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2
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2
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2
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2
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6
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2
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29
30
30
3
0
3
0
3
0
3
0
3
0
3
0
3
0
3
0
30
30
3
0
31
3
1
3
1
3
1
3
1
31
32
3
2
3
3
18" RCP
SHEET 4 OF 5
PERMIT DRAWING
DATE: 10 / 31 / 2016
-L - S
T
A . 2
2
+
0
0
.0
0
M A T
C H
L I N E
S
H
E
E
T
5
NAD 83/ 95
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R E
V I S
I O
N
S
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4W-5601A
1 0
/
3
1 /
2
0
1 6
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PAVEMENT REMOVAL
NOTE: SEE SHEET 6 FOR -L- PROFILE
500
1 5
+
0
0
-L- POT STA. 9+00.00
-L- STA. 10+00.00
BEGIN TIP PROJECT W-5601A
-L- SC STA. 14+49.80
-L- TS STA. 12+49.80
-
L
-
-L-
2
0
+
0
0
1
0
+
0
0
-L- STA. 10+15.00
BEGIN RESURFACING
(CHORD)
(CHORD)
F
C C
C
C
C
C
C
C
C C
C
C
F
SEE DETAIL A
SPECIAL ’V’ DITCH
SEE DETAIL A
SPECIAL ’V’ DITCH
REMOVE
RETAIN
REMOVE
REMOVEREMOVE
REMOVE
REMOVE
REMOVE
42" RCP-IV
RETAIN EX. DITCH
RETAIN EX. DITCH
TO STA. 21+00
FROM STA. 18+50
SPECIAL DITCH GRADE
TO STA. 14+50
FROM STA. 12+50
SPECIAL DITCH GRADE
SEE DETAIL A
SPECIAL ’V’ DITCH
RCP-V
2 @ 18"
15" RCP-IV
15" RCP-IV
15" RCP-IV
RETAIN EX. DITCH
TO L STA. 18+00.00 RT
FROM L STA. 14+50.00 RT
UTILIZE STANDARD ROADWAY DITCH
ALL LINEAR DI
MENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
6
"
P
V
C
8" PVC
8" PVC
8" PVC
8" P
VC
ERODED INLET
FAIR CONDITION
18" RCP
FAIR CONDITION
15" HDPE
FAIR CONDITION
15" HDPE FAIR CONDITION
15" HDPE
INV. IN=20.9’
INV. OUT=20.4’
INV. IN=24.0’
INV. OUT=23.1’
IMPACTS
WATER
SURFACE
PERMANENT
IMPACTS
WATER
SURFACE
TEMPORARY
TOTAL
0.002 AC.
0.002 AC.0.01 AC.
0.01 AC.SITE 1
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
20.8923.11
15" RCP
15" HDPE
15" HDPE
1
5
"
H
D
P
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20.41
INV=20.89’
23.11
INV=20.41’
STREAM & WETLAND IMPACTS
S
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S
DIVISION OF HIGHWAYS 10/31/2016 PERMIT DRAWINGONSLOW COUNTY 50138.1.FD2 (W-5601A)
NC
D
E
P
A
R
T
M
E
N
T
O
F
T
R
A
N
S
P
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A
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