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See Sheet I -A For Index of Sheets
See Sheet I -B For Standard Symbology Sheet
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
KEW HANOVER COUNTY
LOCATION: SR 1409 (MILITARY CUTOFF ROAD) TO US 17 IN WILMINGTON
TYPE OF WORK: GRADING, PAVING, DRAINAGE, RETAINING WALLS,
SIGNALS & STRUCTURES
BEGIN CONSTRUCTION
DRAINAGE PLANS -Y8- STA. 31+20.00
VICINITY MAP N.TJ
(SECOND HALF)
BEGIN TIP PROJECT U -4751
DESIGN DATA
PROJECT LENGTH
PLANS PREPARED FOR THE NCDOT BY.
STVIRALPH WHITEHEAD ASSOCIATES, INC.
-L- STA. 10 + 35.00
50 25 0 50 100
ADT 2016 = 22,600
ADT 2036 = 47,800
K = 12%
O
D = 60
T = 7 /D
V = 50 MPH
* (TTST =3% +DUAL 4 %)
LENGTH ROADWAY TIP PROJECT U -4751 = 4.058 MILES
LENGTH STRUCTURE TIP PROJECT U-4751 = 0.098 MILES
TOTAL LENGTH OF TIP PROJECT U -4751 = 4.156 MILES
900 West Trade St., See. 715, Charlotte NC, 28202
NC License Number F -0991
P.E.
SIGNATURE:
®g RON?�
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OP,
BEGIN CONSTRUCTION BEGIN CONSTRUCTION
2012 STANDARD SPECIFICATIONS
KIT A. PERSIANI, PE
-Y3- STA. I4 +00.00
RIGHT OF WAY DATE:
SEPTEMBER 19, 2014
ROADWAY DESIGN ENGINEER
-YI- STA. I2 +00.00
PROJECT ENGINEER
•w
Jy
10 5 0 10 20
-Y3- STA.19 +20.00
NCDOT CONTACT: GARY LOVERING, PE
Project Engineer, Roadway Design
LETTING DATE:
MARCH 21, 2017
SEAN C. STEPHENS, El
►�i� III
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TIP PROJECT U -4751
-L- STA. 63 +62.00
PROFILE (VERTICAL)
-L- STA. 229 +81.24
BEGIN CONSTRUCTION
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END BRIDGE
� -Y- STA. 10 +95.00
-L- STA. 221 +06.06
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-Y2- STA. 13 +80.00 BEGIN CONSTRUCTION
BEGIN BRIDGE
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-L- STA. 224 +81.58
BEGIN BRIDGE
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STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
KEW HANOVER COUNTY
LOCATION: SR 1409 (MILITARY CUTOFF ROAD) TO US 17 IN WILMINGTON
TYPE OF WORK: GRADING, PAVING, DRAINAGE, RETAINING WALLS,
SIGNALS & STRUCTURES
BEGIN CONSTRUCTION
DRAINAGE PLANS -Y8- STA. 31+20.00
VICINITY MAP N.TJ
(SECOND HALF)
BEGIN TIP PROJECT U -4751
DESIGN DATA
PROJECT LENGTH
PLANS PREPARED FOR THE NCDOT BY.
STVIRALPH WHITEHEAD ASSOCIATES, INC.
-L- STA. 10 + 35.00
50 25 0 50 100
ADT 2016 = 22,600
ADT 2036 = 47,800
K = 12%
O
D = 60
T = 7 /D
V = 50 MPH
* (TTST =3% +DUAL 4 %)
LENGTH ROADWAY TIP PROJECT U -4751 = 4.058 MILES
LENGTH STRUCTURE TIP PROJECT U-4751 = 0.098 MILES
TOTAL LENGTH OF TIP PROJECT U -4751 = 4.156 MILES
900 West Trade St., See. 715, Charlotte NC, 28202
NC License Number F -0991
P.E.
SIGNATURE:
®g RON?�
o
�p �oQap
OP,
BEGIN CONSTRUCTION BEGIN CONSTRUCTION
2012 STANDARD SPECIFICATIONS
KIT A. PERSIANI, PE
-Y3- STA. I4 +00.00
RIGHT OF WAY DATE:
SEPTEMBER 19, 2014
ROADWAY DESIGN ENGINEER
-YI- STA. I2 +00.00
PROJECT ENGINEER
END CONSTRUCTION _
Jy
10 5 0 10 20
-Y3- STA.19 +20.00
NCDOT CONTACT: GARY LOVERING, PE
Project Engineer, Roadway Design
LETTING DATE:
MARCH 21, 2017
SEAN C. STEPHENS, El
o END BRIDGE NSRS 2007
NAD 83
END
TIP PROJECT U -4751
-L- STA. 63 +62.00
PROFILE (VERTICAL)
-L- STA. 229 +81.24
BEGIN CONSTRUCTION
z
END BRIDGE
� -Y- STA. 10 +95.00
-L- STA. 221 +06.06
z °tea. BEGIN CONSTRUCTION
-Y2- STA. 13 +80.00 BEGIN CONSTRUCTION
BEGIN BRIDGE
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-L- STA. 224 +81.58
BEGIN BRIDGE
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END CONSTRUCTION
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END CONSTRUCTION r s �l
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END BRIDGE
END CONSTRUCTION PROSPECT .�� BEGIN CONSTRUCTION
W�
END CONSTRUCTION
- Y8RPOB- STA. 36 +15.00
1[NC ®A'I1P1L1E°JC1E PLANS
CEMETERY RD END CONSTRUCTION
-Y16- STA. 11 +90.00 -
0� g9 Y13- STA. 71 + 70.00
-YI8- STA. (9 +33.77 Z
DO NOT USE FOR Riw ACOUISITION
BEGIN CONSTRUCTION O pJ 9 -Y6- STA. 13 +25.00
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END CONSTRUCTION O Q -Y15- STA. 12 +50.00
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-Y17- STA. 16 +50.00 N� v
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END CONSTRUCTION A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF WILMINGTON
°+�
END CONSTRUCTION CLEARING ON THIS PROJECT SHALL BE PERFORMED
-Y13- STA. 25 +50.00 > J
TO THE LIMITS ESTABLISHED BY METHOD III.
a
STV / F.1ph Whh4 h..d ASS 6.Z5S,1-
-Y10- STA. 12 +50.00 END CONSTRUCTION THIS IS A PARTIAL CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES
... weI T.me s s« s
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NC
-Yl- STA. 85 +00.00 AND POINTS AS SHOWN ON THE PLANS.
I
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
PLANS PREPARED FOR THE NCDOT BY.
STVIRALPH WHITEHEAD ASSOCIATES, INC.
HYDRAULICS ENGINEER
50 25 0 50 100
ADT 2016 = 22,600
ADT 2036 = 47,800
K = 12%
O
D = 60
T = 7 /D
V = 50 MPH
* (TTST =3% +DUAL 4 %)
LENGTH ROADWAY TIP PROJECT U -4751 = 4.058 MILES
LENGTH STRUCTURE TIP PROJECT U-4751 = 0.098 MILES
TOTAL LENGTH OF TIP PROJECT U -4751 = 4.156 MILES
900 West Trade St., See. 715, Charlotte NC, 28202
NC License Number F -0991
P.E.
SIGNATURE:
®g RON?�
o
�p �oQap
OP,
2012 STANDARD SPECIFICATIONS
KIT A. PERSIANI, PE
PLANS
50 25 0 50 100
RIGHT OF WAY DATE:
SEPTEMBER 19, 2014
ROADWAY DESIGN ENGINEER
PROJECT ENGINEER
PROFILE (HORIZONTAL)
10 5 0 10 20
FUNC CLASS =
ARTERIAVFREEWAY
STATEWIDE TIER
NCDOT CONTACT: GARY LOVERING, PE
Project Engineer, Roadway Design
LETTING DATE:
MARCH 21, 2017
SEAN C. STEPHENS, El
P.E.
SIGNATURE:
4����
'
PROJECT DESIGN ENGINEER
PROFILE (VERTICAL)

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FROM STA. 98 +20 TO STA. 99 +25 -L- RT FROM STA. 100 +30 TO STA. 101 +50 -1, RT FROM STA. 96 +40 TO STA. 97 +80 -L- IT
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9DO West Trade St., Ste, 715
Charlotte, NC 20202
NC License Number F -0991
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SHEET NO,
U -475/
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LATERAL BASE DITCH SPE IAL LATERAL BASE DI H
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Oroon 3.7 D 3'� 1 "� G�ovnd 3. .� °Yf Fi 900 West Trade St., Ste. 715
sbpo ! D FYp • slono Charlotte, NC 28202
o Min.D =1.5 R NC License Number F -0991
A I�.I B =2 Ff. Geo xde B
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no
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MILITARY
1,200 1,600
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CUTOFF RD
11,900
12,300
•
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1,200
1,600
1,300
2,000
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Oroon 3.7 D 3'� 1 "� G�ovnd 3. .� °Yf Fi 900 West Trade St., Ste. 715
sbpo ! D FYp • slono Charlotte, NC 28202
o Min.D =1.5 R NC License Number F -0991
A I�.I B =2 Ff. Geo xde B
OT St b -z %.
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4,200
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ENGINEER
Y
ENGINEER
no
11000 1,300
MILITARY
1,200 1,600
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CUTOFF RD
CUTOFF RD
11,900
12,300
45,400
A6,200
1,200
1,600
1,300
2,000
LU
3,600
0
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PROJECT REFERENCE NO.
SHEET NO.
U -475/
12
RAY SHEET NO.
ROADWAY DESIGN
HYDRAUUCS
ENGINEER
ENGINEER
INCOM PL E
DO NOT USE FOR
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SEE SHEET 39 FOR -L- PROFILE
SEE SHEET 64 FOR -Y4- PROFILE

DETAIL 4 DETAIL 5
LATERAL BASE DITCH SPECIAL LATERAL 'V' DITCH
(N., �o Scob) I Nol to Scdel
Nowm HI
Grovn 3.
1'A. Slona
°oPD 90e
B Min. D -1.5 Ft.
FJ 8.2 FN
b -2 H. Min. D =1.5 Ft.
FROM STA. 126 +40 TO STA. 127 +60 —L— LT Type of liner PERM Mex. 4
FROM STA, 128 +50 TO STA. 135 +50 —L— IT
DETAIL 6
SPECIAL LATERAL BASE DITCH
( NN ro Sm6)
of A
Ground D 3'� f Slova
F� be
Min. D -4.5 Ft.
B -6 F.
FROM STA. 133 +50 TO STA. 136 +50 —L— RT
KIRISTOPHER O C
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PROJECT REFERENCE NO.
SHEET NO.
O
U -475/
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3,800
STV / Ralph Whitehead Associate, Enc.
ROADWAY DESIGN
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HYDRAULICS
900 West Trade St., St, 715
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900
900
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NO License Number F -0991
900
1,200
US HWY 17
US HWY 17
MARKET ST
15 3.8 "T
MARKET ST
12,300
12,500
46,200
46,600
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PROJECT REFERENCE NO.
SHEET NO.
U -475/
/3
RAN SHEET NO.
STV / Ralph Whitehead Associate, Enc.
ROADWAY DESIGN
HYDRAULICS
900 West Trade St., St, 715
ENGINEER
NO ASSOCIATED
ENGINEER
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NO License Number F -0991
SEE DETAIL 6
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DO NOT USE PO
PROJECT REFERENCE NO.
SHEET NO.
U -475/
/3
RAN SHEET NO.
STV / Ralph Whitehead Associate, Enc.
ROADWAY DESIGN
HYDRAULICS
900 West Trade St., St, 715
ENGINEER
NO ASSOCIATED
ENGINEER
Charlotte, NC 28202
NO License Number F -0991
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SEE SHEET 39 FOR -L- PROFILE
SEE SHEET 60 FOR -Y5- PROFILE
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NO ASSOCIATED
P,PING FOUND
PIPING FOUND
SEE DETAIL 6
15 3.8 "T
SEE SHEET 2 -N FOR INTERSECTION DETAILI
SEE SHEET 39 FOR -L- PROFILE
SEE SHEET 60 FOR -Y5- PROFILE

DETAIL 3 DETAIL 6 DETAIL 7
SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL BASE DITCH SPECIAL LATERAL BASE DITCH
1 Nay m 5calel
(NI .e S.6) IN ro S-k)
°e � Till �aand 3` ooc Skpe Groan 3 3.� ar SI'
Ground J -� D LBJ Min. D -4.5 H. LBJ Min. D -7.0 Ft.
B -6 F. B -6 H.
Min. D -1.0 P.
FROM STA. 139 +30 TO STA. 140 +65 4- RT FROM STA. 133 +50 TO STA. 136 +50 1- RT FROM STA. 139 +20 TO STA. 152 +50 4- LT
DETAIL 8
SPECIAL LATERAL BASE DITCH
tNOl ,a Scolal
mural ,� or
Grown 3.7 D
B
Min. D -1.5 Ft.
Max. d -1.5 H.
Type of Liner- PSRM B -3 Ff.
FROM STA. 143 +30 TO STA. 143 +75 -I
DETAIL 5
SPECIAL LATERAL 'V' DITCH
(N.1 to S 6)
0
Ft
NaNrd .5'1 Slope
c.aoad J.7 D fa<
d
Min. D -1.5 H.
Type of Liner- PSRM Max. d -1.5 H.
FROM STA. 128 +50 TO STA. 135 +50 � LT
MIN COVER IN GDF IS 1.75 FT INSTEAD
OF 2.5 FT FOR 1402, 1403, 1406 AND
�60 1408 IN ORDER TO CROSS ABOVE RCBC. o
JANET M. VICR
SPEC LAT V DITCH W/PRSM +
STA 128 +50 - 135 +50 -4- LT
SEE
ncTAu.Suc
O
DETAIL 9
SPECIAL LATERAL BASE DITCH
(Nola s. .la)
uI
Fill
d
8
Min. D -4.5 Ft.
Mox. d -I.5 Ft.
Type of Liner- PSRM B -6 ;
FROM STA 13A +S0 TO STA. 138 +00 � RT
-Y6- POT Sto. 10 +00.00 =
-L- POC Sto.145 +0O.00C
SPEC LAT 6' BASE DITCH /
STA 139 +20 - 152 +50 -L- LT�
SEE DETAIL 7
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NA LAND
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PROJECT REFERENCE NO.
SHEET NO.
0
U -475/
14
RAN SHEET NO.
STV Ralph Whitehead Associates, Enc.
ROADWAY DESIGN
HYDRAULICS
900 West Trade St., Ste. 715
Charlotte, NC 28202
ENGINEER
ENGINEER
NC License Number F -0991
S+o.- 152 +501-
DA- ]2.6 AC
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DETAIL 7 U -4751
SPECIAL LATERAL BASE DITCH \
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AT 1517 WO BE 1007 BELOW NG. TYIEREFORE, /
USED SEPA E OUTLETS AT 1525, 1517 AND 1526.
Si. - lss +so A-1
RAN SHEET NO.
STV/ Ralph Whitehead Associates >EnC° ROADWAY DESIGN HY
SHEET NO.
/5
900 West Trade St., Ste. 715 ENGINEER ENGINEER
Charlotte, NC 28202
NC License Number F -0991
1
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DO NOT USE FOR / W ACOUQSITQON
PRE d.IMdN RY PLANS
DM ]3.6 A
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CFS
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DO NOT USE PO
CONSTRUCTION
DM ]3.6 A
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SPEC LAT 6' BASE DITCH A
STA 139 + 20
SEE DETAIL 7 - 152 +50 -1- LT 'L 'k & Y'4 e
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FLOODPLAIN 17685 1518 $ R 1519 Q Z5
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STV/ Ralph Whitehead Associates, Enc.
900 West Trade St., Ste. 715
—WLB— —WLB— -I - — — —WLB— — Charlotte, NC 28202
NO License Number 202
Y Y 1' 'k\ \ I13N Sr II `l' `1. �k Nk iY �v 'k Y A, A,
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PROJECT REFERENCE NO.
SHEET NO.
U -475/
PLANS
CONSTRUCTION
16
RAN SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOM P]LE
DO NOT USE FOR
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PRELIMINARY
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FOY S.THORNTON TRUST B.ET AL PAUL PRIDGEN. ET AL
NOTE: DEED CONFLICTS WITH
m / ROMEO A. MISIERA DB 858 PG 259
/ / �' 1� �k Y
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\ \_/

/ PROJECT REFERENCE NO.
DETAIL 10 DETAIL 21 \ DETAIL 19 U -4751 0
SPECIAL LATERAL BASE DITCH STANDARD BASE DITCH S�LFAL_1.ATERAL BASE DRCH RAY SHEET NO.
�p�.,� ATV Ralph Whitehead Associates, Enc.
IN•ne 5d•I V INa to Swbl " " "V1 ROADWAY DESIGN
900 West Trade St., Ste. 715
Na" I Na "ml Charlotte, NC 28202 ENGINEER
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Nalum e< NC License Number F -0991
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\ \ SEE SHEET 2 -I FOR U -TURN BULBOU DET _
Q SEE SHEET 2 -0 FOR INTERSECTION ETAI V5 :
Q5� 16
'Y 1 1 'Y 'Y 'Y i`- 'y V5' 0.9
' SE�f SHEET 41 FOR L- P'ROFIL�E / SY ADLfY Ew1�
- SEE SHEET 65 FOR -SR4- PROFILE ARENO*HALEY COB
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se �E\ S, s, POSSIBLE CLEAR REC CONCUR\ y. y. / /y
\ \
SHEET NO.
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DETAIL 2 2 � � � WW SHEET NO.
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RW SHEET NO.
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900 West Trade St., Ste. 715
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