-NC 12- POT STA 840+00.00 -NC 12- PT STA 838+93 · lt lt lt lt lt lt lt lt lt lt lt lt lt lt lt lt lt water fountain flag pole elec pump wd sign wd post wd post wd post mtl pole 32’
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GR
DR
GR
DR
GR
DR
MW
CA
NA
L
GR DR
POND
MW
MW
SP
RA
YE
RS
SO
IL D
R
SO
IL D
R
SO
IL D
R
SO
IL D
R
MW
(NOT IN USE)
DISCHARGE
PIPE
DIS
CH
AR
GE
PIP
E
POST
POST
ABOVE GRD TANK
TANK DISCHARGE PIPES
DISCHARGE
PIPE
FLAG
CONC WALK
ABOVE GRD
TANK
CONC PAD
GR
RD
CO
NC
PA
D
GR RD
MTL GATE
POST
TANK DISCHARGEPIPE
POND
ELEC
BOX
CON
C PO
ST
WD SIG
N
WD
PO
STW
D P
OS
T
WATER
FOUNTAIN
EL
EC
BO
X WA
TE
R
FO
UN
TA
IN
20’ BST (PRIVATE DR)
2’ RAIL
POND
POND
GR PARKING
CAR VAC
ELEC
BOX
FLAGPOLES
CONC PAD
U/G GAS
TANKS
WD
POST
CONC
WD
SIGN
WD
SIGN
PO
ND
PO
ND
WD SIGN
FL
AG
PO
LE
S
WD
SIG
N
SO
IL D
R
CONC DR
FLAGPOLE
PO
ND
ELEC
BOX
ELEC
BOXS
FLAG
POLE
WD
SIGN
WD
SIGN
WD
SIGN
WD
SIGN
WD
SIGN
WD
SIGN
21
.8’ B
ST
(OR
ION
S W
AY
RD
)
BST DR
CONC
FL
AG
PO
LE
GA
TE
S
GA
TE
PO
ND
WA
TE
RF
OU
NT
AIN
21.8
’ BS
T (O
RIO
NS
WA
Y R
D)
EL
EC
BO
XE
S
WD
SIGN
ELEC
BOX
WD
SIGN
ELEC BOXES
CO
NC
WA
LK
CONC PATIO
CONC WALK
CO
NC
WA
LK
WD
SIG
N
BST
PA
RK
ING
MT
L
SIG
N
CO
NC
WA
LK
U/G
PR
OPA
NE
TA
NK
S
MTL S
IGN
ST
ON
E B
ASE
BST
PA
RK
ING
BST
PA
RK
ING
EL
EC
BO
X
BST PARK
ING
ELEC
BO
X
WDSIG
N
WDSIG
N
GR
& S
OIL
WDSIG
N
WDSIG
NC
ON
C W
AL
K
BST
PA
RK
ING
BST D
R
BST
DR
CO
NC
WA
LK
20.2 B
ST (MA
LIA D
R)
U/G
TA
NK
SC
ON
C
BST
BST
EL
EC
BO
X
CA
R
VA
C
BST DR
CO
NC
PA
RK
ING
BST D
R
MT
L
SIG
N
CO
NC
DR
WE
LL
MTL
SIGN
CO
NC
DR
WD
SIGN
CONC
SIGN
GR
WD
SIGN
FLAG
POLE
WDPOST
WD
POSTS
WD
POSTS
GR
WD
SIGN
WD
SIGN
WD
SIGN
WD
POST
GR
WD
POST
WD
POST
WDPOST
WDPOST
WDPOST
WDSIGN
WDPOST
SHRUBS
WD
POST
WDPOST
GR
WD
POST
WD
POST
32’ BST NC 12 (OCEAN TRAIL)
SOIL PATH
WDSIGN
LT
POST
WD
SIGN
WDPOST
WDPOST
WD
POST
FLAGPOLE
WDPOST
2’
CONC
LT
LT
2’CONC
BR
ICK
BR
ICK
LTLT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
WATERFOUNTAIN
FLAGPOLE
ELECPUMP
WDSIGN
WD
POST
WD
POST
WD
POST
MTL
POLE
32’ BST NC 12 (OCEAN TRAIL)
WD
POST
BST
WDPOST
WATER
TOWER
GOLF COURSE
32’ BST NC 12 (OCEAN TRAIL)
WD
SIGN
WDPOST
SO
IL P
AT
H
FLAG
POLE
WD
POST
WD
POST
GR DR
WD
SIGN
32’ BST NC 12 (OCEAN TRAIL)
WD
SIGN
LT
WD
SIGN
20’ B
ST
(SE
AB
IRD
WA
Y)
WD
SIGN
WD
POST
WD POST
WITH ROPE
20
’ BS
T (S
AN
D F
IDL
ER
TR
AIL
)
SOIL PATH
20’ B
ST
(SC
HO
ON
ER
RID
GE
)
20’
BS
T (
CR
OW
N P
OIN
T R
D)
POND
POND
32’ BST NC 12 (OCEAN TRAIL)
WD
POST
LT
MTL
POST
WD
POST
32’ BST NC 12 (OCEAN TRAIL)
WD
POST
DIS
CH
AR
GE
PIP
E
MW
(N
OT
IN
US
E)
MW
(N
OT
IN
US
E)
SP
RA
YE
RS
SPRAYERS
SPRAYERS
SO
IL D
R
SP
RA
YE
RS
SP
RA
YE
RS
WD
PO
ST
WD
SIG
N
PO
ND
CU
RR
ITU
CK
SO
UN
D
MA
RS
H G
RA
SS
FL
AG
PO
LE
S
WD
SIG
N
EL
EC
BO
X
FL
AG
PO
LE
SO
IL
DR
MA
RS
H G
RA
SS
RETENTION
POND
RETENTIONPOND
32’ BST NC 12 (OCEAN TRAIL)
40’ B
ST
NC
12 (O
CE
AN
TR
AIL
)
WD
POST
WDPOST
WD
POST
WD
POST
WD
POST
WD
POST
RETENTION
POND
WD
POST
MT
L
PO
ST
GR
MT
L
PO
ST
ELEC
BO
X
LT
LTLT LT
LTLT
LT LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LTL
T
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
CO
NC
BR
IDG
E
19’ BST (APOLLO ST)
20’ B
ST
(RA
NG
ER
CO
UR
T)
BST
DR
CONC PARKING
20’ B
ST
(M
ON
TE
RA
Y D
R)
20’
BST
(M
ON
TE
RA
Y D
R)
WD POSTS
VIN
YL
G-R
AIL
32’ BST NC 12 (OCEAN TRAIL)
38’ BST NC 12 (OCEAN TRAIL)
32’ BST N
C 12 (OCEAN T
RAIL)
42’ BST NC 12 (OCEAN TRAIL)
20’ B
ST
(MA
RL
INW
AY
)
ME
TA
LS
CU
LP
TU
RE
S
20’ BST (STAYSAIL CRESENT)
43
41
42
40
39
38
44
45
46
47
35
36
37
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
8 7 6
5
4
3 2
1
10
9
51
52
53
54
8" P
VC
8" P
VC
8" PVC
8" P
VC
8" PV
C
8" P
VC
8" PVC
8" PVC
8" P
VC
8" P
VC
8" PVC
8" P
VC
8’PVC
LIF
TS
TA
TIO
N
8"PVC
8"P
VC
8"P
VC
8"P
VC
8"PVC
4"PV
C
LIFT
STATION
LIF
T
STA
TIO
N
8" PVC
CO
UL
D N
OT
LO
CA
TE
MH
LIF
T
STA
TIO
N
LIFT
STATION
INV
=4.0
1’
INV=4.92’
15" HDPE
CB
TOP=7.78’
IN
V=
4.5
4’
IN
V=
4.6
9’
INV=4.71’INV=4.72’
36" R
CP
36" R
CP
CB
INV
=5.19’
TO
P=8.0
5’
18" H
DPE
INV=2.69’
36" RCP24" H
DPE
CB
TOP=8.11’
24" HDPECB
CB
24" HDPETOP=8.10’
CB
TOP=8.08’
18" HDPE CB
INV=5.35’
INV=5.24’TOP=8.06’
18" HDPE
INV=5.51’
INV=5.44’
CB
18" HDPE INV=5.55’
TOP=8.07’
CB
INV=5.71’
18" HDPE
TOP=8.11’
CBINV=4.91’ INV=5.73’
TOP=10.06’
18" HDPE
15" HDPE
CB INV=5.74’
TOP=10.10’
DI
18" CMP
18" CMP
DI
18" C
MP
DI
18"
CM
P
DI
DI
INV=4.94’ DI
INV=7.23’15" CMP
TOP=11.30’
CB
INV=7.43’
INV=7.67’
CB
15" R
CP
TOP=11.93’
DI
DI
INV=7.28’
INV=7.52’
15" RCP
CB
15" HDPE
TOP=11.90’ TOP=11.51’
CB
15" HDPE
CB
15" H
DPE
15" RCP
15" R
CP
INV=9.14’INV=8.76’
INV=8.82’
JB
CB
TO
P=10.7
4’
INV
OU
T=7.52’
INV
IN=7.6
6’
TO
P=11.8
6’
INV
IN=7.5
0’
INV
OU
T=7.4
3’
INV OUT=8.60’
INV IN=8.62’
INV IN=9.10’
INV OUT=8.85’
INV OUT=3.13’
INV
IN=4.2
7’
TO
P=8.0
7’
INV IN=4.43’
INV OUT=4.41’
INV OUT=3.54’INV IN=4.24’
INV
IN=4.13’
INV
OU
T=4.0
3’
INV IN=5.06’INV OUT=4.62’
18" H
DP
E
INV
IN=7.3
9’
INV
OU
T=6.5
8’
TO
P=13.4
4’
18" HD
PE
CB
CB
TO
P=11.9
1’
24" HDPE INV
IN=4.1
9’
INV
OU
T=2.7
6’
48" C
MP
48" H
DPE
INV
=0.4
2’
APPR
OX
IMA
TE
LO
CA
TIO
N
APPR
OX
IMA
TE
LO
CA
TIO
NA
PPR
OX
IMA
TE
LO
CA
TIO
N
CB
TO
P=12.3
4’
INV
IN=5.2
5’
INV
OU
T=5.1
7’
24" C
MP
INV
IN=4.5
6’
IN
V O
UT
=6.2
8’
INV
IN=6.4
3’
INV
OU
T=6.4
8’
INV
IN=6.6
6’
INV
OU
T=6.8
2’
TO
P=12.0
1’
CB
CB
TO
P=12.2
2’
CB
TO
P=11.9
7’
24" H
DPE
INV
=8.4
0’
INV
=8.5
0’
INV
=7.9
2’
INV
=8.2
8’
INV
=1.4
7’
INV
=1.5
1’
8" HDPE
15
" H
DP
E
INV
=4.5
7’
12" H
DPE
INV
=9.9
3’
DI
18" RC
P
IN
V=8.4
0’
15" H
DP
E
INV
=9.6
9’
18" C
MP
NO INV
NO INV
NO
INV
DI
JB
JB
INV
IN=3.1
4’
INV
OU
T=3.0
1’
15"
HD
PE
DIINV=10.16’
INV
=8.6
2’
INV
=8.6
2’
T
T
C
CC
S
S
TT
T
T
T
HH
C
T
C
T
TT T
C
C
C
T
T H
H
FIBER
OPTICHOOKUP
C
FMVC
C
ELECMETER
S
WATERMETERVAULT
YL YL
C
FMVREPEATER
S
HH
S
T
TT
T
T
T
T
TT
C
C
C
H
HC
EOI
HH
FMV
FMV
FMV
FMV
ELEC
METER
ELEC
METER
FMV
C
FMV
ELEC
METER
ELECPANEL
HOTBOXFMV
END
TLP
FMV
S
ELECMETER
YL
YL
TLP
ELECMETER
TLP
CABLE TV
SUPPLY BOX
EO
RI
AB
AN
D
EORI ABAND
ABAND
EORI
AB
AN
D
AB
AN
D
12"
10"
6"
10"
10"
6"
6"
10"
10"
10"
10"
6"
10"
10"
10"
10"
10"
10"
10"
6"
10"
10"
10"
10"
8"
10"
10"
16"
12"
12"
10"
10"
12"
6"
6" 12"
12"
8"
8"
8"
8"
8"
12"
12"
8"
6"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
6"
8"
6"
4"
8"
8"
?"
8" 4"
8"
8"
8"
6"
8"8"
8"
4"
4"
8"
6"
6"
6"
6"
2P
2P
2P
2P
2P
(TS)
(TS
)
(TS)
(TS)
(TS)
(TS)
(TS)(TS)
(TS)
FMV
(TS)
(TS)
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INN
ERD
UC
T
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INN
ER
DU
CT
INN
ER
DU
CT
T
T
T
C
HH
EL
EC
ME
TE
R
FM
V
WE
T
WE
LL
C
EL
EC
ME
TE
R
FO
RC
E
MA
IN
VA
ULT
WE
T
WE
LL
FMV
EL
EC
ME
TE
R
C
EORI
ABAND
ABAND
ABAND
INN
ER
DU
CT
INN
ER
DU
CT
INNERDUCT
INNERDUCT
INN
ER
DU
CT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
6"
6"
6"
6"
6"
INNERDUCT
INN
ERD
UC
T
INNERDUCT
2P
2"
6"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
T
C
WET
WELL
ELEC
BOX
EO
I
EOI
6"
3"
3"
3"
3"
3"
3"
3"
12"
12"
12"
12"
3"
4"
4"
4"
3"
3"
3"12"
12"
12"
3"
12"
12"
S
NOT FOUND
IN FIELD
NOT FOUND
IN FIELD
6"
8"
8"
8"
8"
8"
8"
8"
3"
3"
4"
6"
EORI
12"
10"
12"
12"
4"
2"
6"
T NOT FOUNDIN FIELD
14
" P
RO
PO
SE
D
ST
OR
M F
OR
CE
S
20’ B
ST
SR
1402 (
AL
BA
CO
RE
ST
)
48" H
DPE
48" H
DPE
18" R
CP
14’ DRAINAGE EASEMENT
10’ UTILITY EASEMENT
10’ D
RA
INA
GE
EA
SE
ME
NT
10’ UTILITY EASEMENT
30’ AC
CESS EA
SEEMN
T
40.00’
40
.00
’
40.0
0’
60.00’
10
0.0
0’
100.0
0’
30.00’
10
0.0
0’
30.00’
60.00’
100.0
0’
24
.00
’
24.0
0’
100.0
0’
30.0
0’
100.0
0’
100.0
0’
100.0
0’
100.0
0’
60.00’
100.0
0’
10’ PERPETUAL EASEMENT
100.0
0’
60.00’
60.00’
10
0.0
0’
50.0
0’
75.0
0’
60.00’
100.0
0’
100.00’
15’ U
TIL
ITY
EA
SE
ME
NT
15’ U
TIL
ITY
EA
SE
ME
NT
15’ U
TIL
ITY
EA
SE
ME
NT
10’ U
TIL
ITY
EA
SE
ME
NT
10’ U
TIL
ITY
EA
SE
ME
NT
10’ UTILITY EASEMENT
10’ UTILITY EASEMENT
10’ UT
ILIT
Y E
ASE
ME
NT
10’ UTILITY
EASEM
ENT
15’ UTILITY EASEMENT
10’ SEWER
EASEM
ENT
15’ UTILITY EASEMENT
15’ U
TIL
ITY
EA
SE
ME
NT
15’ U
TIL
ITY
EA
SE
ME
NT
15’ UTILITY EASEMENT
15’ N
.C. P
OW
ER
UT
ILIT
Y E
AS
EM
EN
T
EXISTING R/W
EXISTING R/W
EX
IST
ING
R/W
EX
IST
ING
R/W
EXISTIN
G R
/W
EX
ISTIN
G R
/W
EX
IST
ING
R/W
EX
IST
ING
R/W
EXISTING R/W
EX
IS
TIN
G R
/W
EX
IST
ING
R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EX
IST
ING
R/W
EX
IST
ING
R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EX
IST
ING
R/W
EX
IST
ING
R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EX
IST
ING
R/W
EX
IST
ING
R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
15’ N.C. POWER UTILITY EASEMENT
15’ N.C. POWER UTILITY EASEMENT
10’ X 70’ SIGHT DISTANCE
10’ X 70’ SIGHT DISTANCE
15’ N
.C. P
OW
ER
UT
ILIT
Y E
AS
EM
EN
T
15’ N
.C. P
OW
ER
UT
ILIT
Y E
AS
EM
EN
T
15’ N
.C. P
OW
ER
UT
ILIT
Y E
AS
EM
EN
T
EIR
EIR
SS MANHOLE
(CONTROL CORNER)
EIR
EIR
EIR
MA
G N
AIL
MA
G N
AIL
MA
G N
AIL
MA
G N
AIL
MA
G N
AIL
EIR
EIR
EIR
EIR
EIR
EIR
EIR
EIR
EIRE
IR
EIR
EIP
EIR
EIR
EIR
EIR
EIR
EIR
EIR
EIR
EIR
EIR
EIR
EIR
EIR
EIR
EIR
EIRE
IR
EIR
EIR
EIR
EIR
EIR
EIR
EIR
EIRE
IR
EIR
EIR
EIR
EIR
EIR
EIR
EIR
EIREIR
EIR
EIR
EIR
EIR
EIR
EIR
60
.00
’
60
.00
’
EXISTING R/W
15’ UTILITY EASEMENT
EIP
60
.00
’3
0.0
0’
EIR
25’ VEPCO EASEMENT
DB 410 PG 608
EIR
EIREIR
60.00’
15’ N
.C. P
OW
ER
UT
ILIT
Y E
AS
EM
EN
T
60.00’
50.0
0’
24’ PRIVATE R/W
24’ P
RIV
AT
E R
/W
24’ P
RIV
AT
E R
/W
24’ PRIVATE R/W
24
’ P
RIV
AT
E R
/W
24
’ PR
IVA
TE
R/W
24’ P
RIV
AT
E R
/W
EIP
DB
839 PG 134
CURRITUCK COUNTY
5’ NC POWER EASEMENT
EXISTING R/W
C
C F
F
C
C
C
C
CC
C
C
CF
F
F
C
C
C
C
C
C
C
C C CC
C
C CC
C C
F F
C C
C
C
C
C
C
C
CC
CC C C
C
C
C C
C
F
F
F
F
F
N 17%%d 25’ 00.0" W
N 3
5%
%d 5
0’ 0
0.0
" E
855
860
865
870
875
900
905
910
915
920
925
930
N 19%%d 10’ 00.0" WN 31%%d 33’ 14.2" W
940
= 20,000.00’
PI STA 902+99.45
D = 1%%d 45’ 00.0" (RT)
D = 0%%d 17’ 11.3"
L = 610.87’
T = 305.46’
R
= 15%%d 16’ 43.9"
PI STA 922+20.54
D = 53%%d 15’ 00.0" (RT)
D
L = 348.52’
T = 187.99’
R = 375.00’
935
N 16%%d 51’ 38.6" W
-NC 12- POT STA 855+00.00
N 7
1%
%d 5
2’
37.7
" E
N 7%%d 11’ 21.4" W
810
815
820
825
830
N 27%%d 03’ 13.6" W
N 36%%d 10’ 00.0" W
N 7
7%
%d 3
8’
23.9
" E
= 28%%d 58’ 38.6" (LT)
PI STA 821+26.10
D
D = 3%%d 34’ 51.6"
L = 809.20’
T = 413.45’
R = 1,600.00’
= 9%%d 06’ 46.4" (RT)
PI STA 827+30.77
D
D = 3%%d 34’ 51.6"
L = 254.48’
T = 127.51’
R = 1,600.00’
BEGIN CONSTRUCTION
-NC 12- POT STA 858+21.95
-NC 12- POT STA 872+51.24
END CONSTRUCTION
BEGIN CONSTRUCTION
-N
C 1
2- P
T S
TA
828+
57.7
4
END CONSTRUCTION
-NC 12- PC STA 817+12.65
10
15
-Y1- POT STA 12+68.96
-NC 12- PC STA 826+03.26
-NC 12- PT STA 825+21.85
-NC 12- PC STA 818+91.00 =
-Y1- Sta PT 17+02.32
Roff= SEE PLANS Roff= SEE PLANS Roff= SEE PLANS Roff= SEE PLANS
SE = NC
PREFERRED ALTERNATIVE NC 12
SE = 0.025
Ds = 35mph Ds = 35mph
SE = 0.025
Ds = 35mph Ds = 35mph
SE = 0.04
PI STA 932+00.04
D = 52%%d 30’ 00.0" (LT)
D = 15%%d 26’ 37.0"
L= 339.95’
T= 182.96’
R= 371.00’
SE = 0.04
Roff= SEE PLANS
Ds = 35mph
-N
C 1
2- P
T S
TA
906+
04.8
5
-N
C 1
2- P
C S
TA
920+
32.5
5
-NC
12-
PT
ST
A 9
23+81.0
7
END CONSTRUCTION
-NC 12- PC STA 930+17.08
-NC 12- PT STA 933+58.29
-NC 12- POT STA 944+00
-NC 12- POT STA 832+22.63
-NC 12- POT STA 839+00.00
-Y1- POT STA 10+00.00
-NC 12- POT STA 807+70.00
895
890
885
N 19%%d 07’ 27.8" W
835
N 21%%d 43’ 45.6" W
PI STA 836+14.71
D = 5%%d 19’ 28.0" (RT)
D = 0%%d 57’ 17.7"
L = 557.58’
T = 278.99’
R = 6,000.00’
Roff= SEE PLANS
SE = NC
Ds = 35mph
-N
C 1
2- P
C S
TA
833+
35.7
3
-N
C 1
2- P
T S
TA
838+
93.3
0
-N
C 1
2- P
OT
ST
A 8
40+
00.0
0
-N
C 1
2- P
OT
ST
A 8
98+
00.0
0
-N
C 1
2- P
OT
ST
A 8
83+
00.0
0
END CONSTRUCTION
-NC 12- PC STA 899+93.99
BEGIN CONSTRUCTION
BEGIN CONSTRUCTION
-NC 12- PC STA 883+40.00
-NC 12- POT STA 897+35.00
-NC 12- POC STA 901+39.80
-NC 12- POT STA 943+12.00
EX
IST
.
EX
IST
.
PROPOSED
RETAINING
WALL
02 01
00 01
02
03 04
04
03
02
01
00
01
02
02
01
00
01
02
03
04
04
03
02
01
00
01 02
LINEAR
INFILTRATION /
STORAGE
LINEAR
INFILTRATION /
STORAGE
LINEAR
INFILTRATION /
STORAGE
LINEAR
INFILTRATION /
STORAGE
+11.8+20
LINEAR
INFILTRATION /
STORAGE
LINEAR
INFILTRATION /
STORAGE
LINEAR
INFILTRATION /
STORAGE
53’
53’
53’
+95
+4049’
ONLY
110’
90’
90’
ONLY
4’
PS
4’
PS
90’+51
+68.5
LINEAR
INFILTRATION /
STORAGE
65.5
’
22’
4’
PS
4’
PS
+39.2
LINEAR
INFILTRATION /
STORAGE
+29.3
200’
PROP.
RETAINING
WALL
LINEAR
INFILTRATION /
STORAGE
LINEAR
INFILTRATION /
STORAGE
+52.7
200’
+42.6
120’
120’
+66
+70
48’
02010
00102025025
02010
0
0102
025
025
0201
0001
02
025
02
LINEAR
INFILTRATION /
STORAGE
LINEAR
INFILTRATION /
STORAGE
02
02
+00
48’
+50
51’ +00
51’ 60’
+37.17
+50
60’
450’ TRANSITION
450’ TRANSITION600’ TRANSITION
600’ TRANSITION
53.5
’
200’ TRANSITION
4’PS
4’
PS
65.5
’
4’
PS
4’
PS
4’
PS
10’
465’ TRANSITION
4’
PS
65.5
’+
47
4’
PS
4’
PS
4’
PS
4’
PS
+52.6
365.5
’
71’
200’ TRANSITION
20’
4’
PS
4’
PS
465’ TRANSITION+39.8
0
65.5
’4’
PS
+51.2
4
+21.9
5
+00
600’ TRANSITION
600’ TRANSITION
+58.2
9
PROP.
MONOLITHIC
ISLAND
PROP.
MONOLITHIC ISLAND
PROP.
MONOLITHIC
ISLAND
PROP.
MONOLITHIC
ISLAND
PROP.
MONOLITHIC
ISLAND
PROP.
MONOLITHIC
ISLAND
PROP.
MONOLITHIC
ISLAND
PROP.
MONOLITHIC
ISLAND
PROP.
GUARDRAIL
PROPOSED
RETAINING
WALLPROP.
2’-6" C&G
TIE TO
EXIST. C&G
PROP. MULTI-USE
PATH
ONLY
140’
PEDESTRIAN
CROSSING (TYP.)
DATE PRINTED
TRANSMITTED BY
SUBJECT TO CHANGE WITHOUT NOTICE
PRELIMINARY PLANS
PB
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
22-F
EB
-2011 1
3:3
6T
:\P
RO
JE
CT
S\2
03
67
E\T
IP
\R
oad
way
\P
ro
j
$$$$U
SE
RN
AM
E$$$$
0
VERTICAL
(PROFILE)
10
HORIZONTAL
(PLAN & PROFILE)
0 200 400
20 PARSONS BRINCKERHOFF
434 FAYETTEVILLE STREET
SUITE 1500
RALEIGH, NC 27601
20
0
20
0
901 903 905 907 909 911 913 915 917 919 921 923 925 927 929 931 933 935 937 939 941 943 945
EXISTING GROUND
PROPOSED GRADE
20
0
20
0
808 810 812 814 816 818 820 822 824 826 828 830 832
EXISTING
GROUND
PROPOSED
GRADE
855 857 859 861 863 865 867 869 871 873 875 877 897 899
CL
WITH SEPARATED MULTI-USE PATH
DIVIDED FOUR LANE SHOULDER SECTION
24’ 24’
.025
.025
100’ EXIST. RIGHT OF WAY
PDE PDE
6’
4’
PS
.02
12’
3:1
10’
3:1
6’
4’
PS
6’
3:1 3:1GRADE
POINT
VARIES
LINEAR INFILTRATION / STORAGELINEAR INFILTRATION / STORAGE
4’4’
VARIES VARIES
.025
6’
.02
2’
-NC 12- STA. 807+70.00 TO STA. 839+00.00
-NC 12- STA. 858+21.95 TO STA. 872+51.24
-NC 12- STA. 901+39.80 TO STA. 944+00.00
CURB & GUTTER DETAIL
-NC 12- STA. 905+24.80 TO STA. 906+02.95
-NC 12- STA. 910+53.85 TO STA. 917+16.97
CL
6’ 6’
3:1 3:1
LINEAR INFILTRATION / STORAGE
4’
EXIST.
VARIES
11’ TO 24’
EXIST.
11’
THREE LANE SHOULDER SECTION
-NC 12- STA. 858+21.95 TO STA. 872+51.24
0.03
30’
9"
ROUNDABOUT TYPICAL DETAIL
90’
9"
TRUCK
APRON
CIRCULATING
WIDTH
CENTRAL
ISLAND
CE
NT
ER
OF
RO
UN
DA
BO
UT
2.0%
53.25’ 6.75’
4’
PS
-NC 12- STA.818+91.00
90’
PEDESTRIAN
CROSSING (TYP.)
PEDESTRIAN
CROSSING (TYP.)
20
0
20
0
NC 12
17.5’ TO 23’
SPECIAL FALSE SUMP DETAIL
(LINEAR INFILTRATION STRIPS)
6’
4’
PS
3:1
4’
.08
EDGE OF
TRAVEL
VARIES VARIES
FILL FACE
DETAIL FOR RETAINING WALL SECTION
R/W
5’
MINIMUM
DETAIL FOR LINEAR INFILTRATION/STORAGE
3:1 3:1
2’
MIN
.
WORST CASE
DESIRED
GWT
GWT
3:1PROFILE
4:1
3:1
3:1
4:1
3:1
3:1
16’ 5’ 8’
2’
2’
PLAN
4’
BERM
BERM
4:1 ORFLATTER4:1 OR
FLATTER
4’
NC 12
NC 12
EL
. 9
.83
10’
MULTI-
USE
PATH
4’
PS
.02
BENCH
4’
3:1
-NC 12- STA. 883+40.00 TO STA. 897+35.00
6’
4’
PS
3:1
4’
.08
EDGE OF
TRAVEL
VARIESVARIES
FILL FACE
DETAIL FOR RETAINING WALL SECTION
.02
3:1
.02
VARIES
EXISTING
PARKING
12’6’
4’
PS
3:1
4’
.08
EDGE OF
TRAVEL
VARIESVARIES
.02
3:1
EXISTING
PARKING
DETAIL FOR MAINTAINING EXISTING PARKING LOTS
12’ MIN.
-NC 12- STA. 927+00 TO STA. 933+50 LT-NC 12- STA. 924+50 TO STA. 926+50 LT
10’
MULTI-USE
PATH
10’
MULTI-USE
PATH
-NC 12- STA. 807+70 TO STA. 813+50 LT
BEGIN GRADE
-NC12ALBACORE- STA 901+39.80 -NC12ALBACORE- STA 944+00.00
END GRADE
(-)0.8000% (+)0.5000% (-)0.6250% (+)0.5000% (+)0.5000%
(+)0.4000%
(-)0.5000%
(-)0.5000%
(+)0.6500% (-)0.3000%
PI = 902+40.00
EL = 12.88’
PI = 906+00.00
EL = 10.00’
VC = 200’
K = 154
PI = 909+00.00
EL = 11.50’
VC = 400’
K = 356
PI = 913+00.00
EL = 9.00’
VC = 180’
K = 160
PI = 917+50.00
EL = 11.25’
VC = 350’
K = 350
PI = 920+50.00
EL = 9.75’
VC = 250’
K = 250
PI = 927+00.00
EL = 13.00’
VC = 400’
K = 400
PI = 931+00.00
EL = 11.00’
VC = 200’
K = 174
PI = 938+00.00
EL = 15.55’
VC = 600’
K = 632
BEGIN DITCH GRADE
STA. 901+39.80 (LT)
EL = 8.00
BEGIN DITCH GRADE
STA. 901+39.80 (RT)
EL = 8.00
EL = 6.00
STA. 905+00.00 (RT)
END DITCH GRADE
PI =903+21.000
El = 8.000
PI =903+50.000
El = 6.000
PI =906+25.000
El = 6.000
PI =906+50.000
El = 5.000
BEGIN DITCH GRADE
STA. 907+00.00 (RT)
EL = 5.00
EL = 5.00
STA. 910+10.00 (RT)
END DITCH GRADE
El = 5.000
El = 5.000
El = 5.000
El = 6.000
El = 6.50
PI =920+71.000
El = 6.000
PI =921+00.000
El = 8.000
El = 8.000
El = 6.50
El = 8.500
El = 9.00
El = 8.500 El = 8.500
PI =928+40.000
El = 8.500
PI =928+50.000
El = 9.00
PI =929+10.000
El = 9.00
STA. 912+62.000
END DITCH GRADE
BEGIN DITCH GRADE
END DITCH GRADE
STA. 913+60.000
STA. 917+19.000
BEGIN DITCH GRADE
STA. 918+20.000
STA. 918+32.000
BEGIN DITCH GRADE
END DITCH GRADE
STA. 923+82.000
END DITCH GRADE
STA. 923+96.000
BEGIN DITCH GRADE
STA. 924+48.000
STA. 925+28.570
BEGIN DITCH GRADE
END DITCH GRADE
STA. 926+35.000 STA. 927+20.000
BEGIN DITCH GRADE
PI =929+20.000
El = 7.500
PI =930+40.000
El = 9.00
PI =930+85.000
El = 7.500
PI =931+30.000
El = 8.50
PI =931+65.000
El = 7.500
PI =933+80.000
El = 8.50
PI =933+80.000
El = 7.500
PI =934+70.000
El = 10.50
PI =934+78.000
El = 9.500
PI =936+50.000
El = 9.500
PI =936+75.000
El = 10.500
PI =940+73.000
El = 10.50
PI =941+00.000
El = 9.00
END DITCH GRADE
STA. 944+00.00 (RT)
EL = 9.00
END DITCH GRADE
STA. 944+00.00 (LT)
EL = 10.500
(+) 0.0000%
BEGIN DITCH GRADE
STA. 858+50.00 (RT)
EL = 5.00
END DITCH GRADE
STA. 872+00.00 (RT)
EL = 5.00
PROPOSED
DITCH
GRADE (RT)
PROPOSED
DITCH
GRADE (LT)
PROPOSED
DITCH
GRADE (LT)
PROPOSED
DITCH
GRADE (RT)
PROPOSED
DITCH
GRADE (LT)
PROPOSED
DITCH
GRADE (LT)
PROPOSED
DITCH
GRADE (RT)
PROPOSED
DITCH
GRADE (LT)
PROPOSED
DITCH
GRADE (RT)
BEGIN RESURFACING
-NC 12- POT STA 858+21.95
END RESURFACING
-NC 12- POT STA 872+51.24
EL = 12.48 EL = 13.75
VC = 109’
K = 91
(+)0.3000%(-)0.4000% (+)0.5000% (-)0.3000% (+)0.3000%
(-)0.5500%
PI = 808+30.00
EL = 10.87’PI = 814+85.00
EL = 8.25’
VC = 200’
K = 222PI = 823+00.00
EL = 8.88’
PI = 824+00.00
EL = 9.18’
PI = 826+50.00
EL = 7.80’
BEGIN GRADE
-NC 12- STA 807+70.00
BEGIN DITCH GRADE
STA. 807+70.00 (LT)
EL = 7.50
BEGIN DITCH GRADE
EL = 7.00
STA. 807+70.00 (RT)
PI =808+73.000
El = 7.00
PI =809+00.000
El = 5.50
PI =809+75.000
El = 5.50
PI =809+25.000
El = 7.500
PI =809+50.000
El = 6.500
PI =812+23.000
El = 6.500
PI =812+50.000
El = 5.000
END DITCH GRADE
STA. 817+45.00 (LT)
END DITCH GRADE
STA. 817+45.00 (RT)
El = 5.000
El = 4.00BEGIN DITCH GRADE
STA. 820+22.00 (LT)
El = 5.500
El = 4.00
BEGIN DITCH GRADE
STA. 820+22.00 (RT)
PI =821+73.000
El = 4.00
PI =822+00.000
El = 5.50
PI =822+50.000
El = 5.50
PI =822+77.000
El = 4.00
PI =823+71.000
El = 4.00
PI =822+73.000
El = 5.500
PI =823+00.000
El = 4.000
PI =824+00.000
El = 6.00
PI =824+50.000
El = 6.00
PI =824+79.000
El = 4.00
PI =827+50.000
El = 4.000
PI =827+79.000
El = 6.000
PI =828+25.000
El = 4.00
PI =828+50.000
El = 5.00
END DITCH GRADE
STA. 832+22.63 (LT)
EL = 6.00
END DITCH GRADE
STA. 832+22.63 (RT)
EL = 5.00
PI =812+50.000
El = 4.00
PROPOSED
DITCH
GRADE (LT)
PROPOSED
DITCH
GRADE (RT)
PROPOSED
DITCH
GRADE (LT)
PROPOSED
DITCH
GRADE (RT)
EL = 10.69
END GRADE -NC 12- STA 818+00.99
EL = 9.83
EL = 9.83
BEGIN GRADE -NC 12- STA 819+81.01
K = 143
VC = 100’
K = 167
VC = 100’
K = 91
VC = 100’
K = 118VC = 100’
PI = 831+40.00
EL = 10.74’
(+)0.6000%(-)0.3000%
VC = 300’
K = 333
PI = 834+60.00
EL = 9.78’
VC = 300’
K = 286
PI = 838+10.00
EL = 12.41’
(+)0.2144%(+)0.7500%
-NC 12- STA 839+00.00
EL = 12.60
END GRADE
PI =829+68.37
El = 7.000
PI =835+75.000
El = 7.000
PI =836+00.000
El = 8.000
PI =837+18.37
El = 8.000
PI =838+21.00
El = 8.000
PI =838+50.00
El = 10.000
PI =839+68.37
El = 10.000
PROPOSED
DITCH
GRADE (LT)
MA
RL
IN W
AY
SC
HO
ON
ER
RID
GE
RO
AD
SA
LT
SP
RA
Y C
OU
RT
SA
ND
FID
DL
ER
SE
AB
IRD
WA
Y
DR
IFT
WO
OD
WA
Y
CR
OW
N P
OIN
T
OR
ION
’S W
AY
AL
BA
CO
RE
ST
RE
ET
DO
LP
HIN
ST
RE
ET
MONTERAY D
RIVE
DRIFTING SANDS DRIVE
CU
RR
ITU
CK
CL
UB
HO
US
E
TIP PROJECT No. R-2576
(SCROLL of )
TIP PROJECT No. R-2576
(SCROLL of )
MID-CURRITUCK BRIDGE STUDY
US 158 WIDENING OPTION
MID-CURRITUCK BRIDGE STUDY
US 158 WIDENING OPTION
CURRITUCK COUNTY
CURRITUCK COUNTY
MID-CURRITUCK BRIDGE STUDY
TIP PROJECT No. R-2576
CURRITUCK COUNTY
(SCROLL of )5 6
MID-CURRITUCK BRIDGE STUDY
TIP PROJECT No. R-2576
CURRITUCK COUNTY
(SCROLL of )5 6
PREFERRED ALTERNATIVE MCB4/A/C1
PREFERRED ALTERNATIVE MCB4/A/C1
NC 12
NC 12
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