Page 1
RIP-RAP
RA
MP
RIP-
RA
P
RIP-
RA
P
RIP-RAP
MT
L
CA
N CA
N
MT
L
S
S S
S
S
S
S
SS S
S
S
S
S
S
S
S
S
S
OUT
DO
OR ST
OR
AGE AREA
OUTDOOR STORAGE AREA
WALL
WALL
WA
LL
WALL
WALL
WA
LL
WALL
FLAGPOLE
FLAGPOLE
FLAGPOLE
GATE
GATE
GATE
GATE
GATE
GATE
GATE
GATE
GATE
GATE
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WO
OD
S
WOODS
WOODS
WOODS
WOODS
WOODS
BST
BST
GUY
GUY
W/LAMP
COLUMN
BRICK
WOODS
W/LT
6' WD
CO
NC
CO
NC
T
SS
PLANTERS4' CHL
4'
CH
L
4' CHL
1 S BK D
1 S F D
CONC
CO
NC
CONC
1 S F MTL BUS
GUY
PLANTER
PLANTER
1 S BK D 1 S BK D
CONC
CONC
FEED
BIRD
FEED
BIRD
PLANTER
4' CHL
4' CHL
W/LT
GAZEBO
W/LT
S
S
WD RAIL
1 S BK D
CO
NC
CONC
CONCCONC
DECK
WD
W/LT
PLANTER4'S4'S
1 S BK D
& BK D
1 S F
WELL
CONC
T
GUY
S
T
BOX
POWER
LP
T
W/ REFLECTORS
METAL POST
CONC
1 S F MTL BUS
BST
BST
CONC
W/LAMP
COLUMN
BRICK
1 S BLK BUS
CO
NC
6'
WD
STEPS
CONC
BST
BST
BST
CO
NC
18" C&G
18"
C&
G
18" C&
G
18" C&G
CO
NC
MARKER
FOMARKER
FO
GUY
MARKER
GAS
MARKER
GAS
T
24"
C&
G
24"
C&
G
24"
C&
G
24"
C&
G
GUYS
BOLL
AR
DS
IRCV
IRCV
BOLLARD
BST
BST
CONC
CO
NC
CONC
1 S BLK BUS
PAD
DUMPSTER
18"
C&
G
18"
C&
G
18" C&G
18"
C&
G
CONC
6' WD
1 S BK BUS
CONC
BST
BST
BOLLARDS
STORAGE
LP
SOIL
SOIL
6
CH
L
&
1SB
W6
CH
L
&
1SB
W
6 CHL & 1SBW
6
CH
L
&
1SB
W
S
LP
24" C&G
24" C&G
BST
CONC
BST
18"
C&
G
18" C&G
MARKER
CABLE
CONCCONC
W/LT
BOLLARD
GR
GR
GR
GR
GR
GR
GR
GR
GR
6' CHL & 1SBW
6'
CH
L
&
1SB
W
6'
CH
L
&
1SB
W
WOODS
GR1 S F MTL BUS
1 S BK BUS
1 S BK BUS
1 S BK BUS
1 S BK BUS
1 S BK BUS
1 S BK BUS
1 S BK BUS
BST
BST
BST
6'
CH
L
&
1SB
W
W/LT
3'
3'
CONC
FDC
24" C&G
24"
C&
G
24" C&G
CONC
BST
BST
BST
WA
LK
WA
Y
1 S BK BUS
CABINET
STORAGE
PROPANE
STEPS
GUYS
GUYS
TANKS
PROPANE
W/LT
RIP RAP
GR
BST
5' CHL
1 S BK BUS
PAD
CONC
CONC
CONC
BST
BST
BST
1 S BK BUS
BOLLARDS
BO
LL
AR
DS
BO
LL
AR
DS
S
CONC
CONC
CONC
CO
NC
CONC
1 S F MTL BUS
4' CHL
4'
CH
L
1SB
W
4' WD
4'
WD
4' WD
4' WD
S
(AB
AN
DO
NE
D)
H
TR
DECK
WD
W/LT
GUY
POST W/CABLE
IRON FENCE
POSTS
GATE
SOIL SOIL
SOIL
GR
GRGR
GR
GR
GR
GR
1 S F MTL BUSW/LT
W/LT
6'
WD
TABLE
CONC
1 S BLK BUS
SOIL
POSTS
IRON
GUY W/LT
POST
FENCE
GRCONC
1 S BK D
GUY
CONC
SHELTER
TENT
18" C&G
24"
C&
G
24"
C&
G
S
CONCGR
GR
CONC
1 S BK D 1 S BK D
DECK
WD
DECK
WD
BATH
BIRD
GR
GUY
GR
SOIL
CO
NC
WA
LK
WA
Y
WD
1 S BK D
GR
BS
T
LP
GR
2 S F D
CONC
GR
DECK
WD
1 S F G
ARAGE
S6'
WD
CONC
1 S BK D
CO
NC
GR
6'
CH
L
S
S
6' WD LP
LPLP
CONC
STEPS
CONC
LP
LP
GUY
LP
LP
LP
T
US 74 BST
US 74 BST
US 74 BST
US 74 BST
US 74 BST
US 74 BST
SSMH
SSMH
SSMH
SSMH
SSMHSSMH
SSMH
SSMH
POST
IRON
SS
MH
SS
MH
SSMH
(2) RPZ
SSMH
RPZ
SSMHSSMH
SSMH
SSMH
SSMH
SSMH SSMH
EXISTING R/W
EXISTING R/W
EIP
EXIS
TIN
G
R/
W
EIP
EIP
EIP
EXIS
TIN
G
R/
W
EIP
EIP
EXISTING R/W
EXISTING R/W
EXISTING R/W
EIPEIPEIP
EXISTING R/W
EIP
EIPEIP
EIP
10'X70' SIGHT TRIANGLE
EXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EIP
EIPEIP
EIP
EIPEIP
EIP
EIP EIP
EIP
EIPEIPEIPEIP
EIP
62
EXISTING R/W
66
67
ROBERT M. HILL
68
WENDY A. SIMON
EXIS
TIN
G
R/
W
70
72
73
74
75
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTING R/W
EXIS
TIN
G
R/
W
76
BASIC ELECTRIC COMPANY, INC,
DR
AIN
AG
E E
AS
EM
EN
T
EXIS
TIN
G 30' S
TO
RM
DR
AIN
AG
E
EA
SE
ME
NT
EXIS
TIN
G 30'
ST
OR
M
DR
AIN
AG
E
EA
SE
ME
NT
EXIS
TIN
G 30' S
TO
RM
EASEMENT
SIGN & LANSCAPE
DRAIN EASEMENT
EX. 20' PUBLIC STORM
78
ANGLO INDUSTRIAL PARK, USA, INC.
SEWER EASEMENT
EX. 15' SANITARY
SE
WER E
ASE
ME
NT
EX. 30' S
ANIT
AR
Y
SE
WE
R
EA
SE
ME
NT
EX. 3
0' S
ANIT
AR
Y
82
NSC ENTERPRISES, INC,
83
84
ROBERT WAYNE COOKE
332
EXIS
TIN
G
R/
W
85
86
87
88
90
LIGO, LLC
92
93
MGGEE CORPORATION
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
OVERLAP
BARBARA J. BARNES
AND WIFE,
GOVERNOR R. BARNES MARY M. SMITH
AND WIFE,
HOLLIS E. SMITH, JR
LLC
PROPERTIES,
GUY
HALLMARK PROPERTIES VI, LLC, ET ALS
JOY MYERS MULL
WILLIAM HAROLD MULL AND WIFE,
BARBARA E. MORGAN
AND WIFE,
WALTER R. MORGAN
PROPERTIES
OVERCASH
& LOCK #1, LLC
AMERICAN STORE
NORTH CAROLINA, LLC
M C INVESTMENTS OF
AUTO, INC.
DISCOUNT TIRE &
ANGLO INDUSTRIAL PARK, USA, INC.
77
UNIT
ED
MET
HO
DIS
T
CH
UR
CH
MIS
SIO
N S
OCIE
TY
OF T
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THE
ALBE
MA
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DIS
TRIC
T
12
PEGGY S. HYATT
AND WIFE,
MARVIN R. HYATT
F\B\O HEATH ERIC PLYER
RUTH MANUS TRUSTEE
HORIZONS, LLC
UNLIMITED
HORIZONS, LLC
UNLIMITED
CHI PING WONG
AND
CHI FAN WONG
50.13'
60.65'
DE
CK
CAN
UG
E
UGE
UG
E
UGE
UGE
UGE
UG
E
UG
E
UGE
UGE
UGE
UG
E
UG
E
UGE
8" AC8" AC
8"
PV
C
8" P
VC
8"
PV
C
8"
PV
C
6"
PV
C
8"
AC
8"
AC
8"
AC
8" P
VC
4" PVC4" PVC
8"
PV
C
16" AC16" AC
16" AC 16" AC
16" AC
16" AC16" AC
8" AC8" AC
8" P
VC
8"
PV
C
8" P
VC F
M
8"
PV
C F
M
8" PVC FM8" PVC FM
16"AC
16"AC
16"AC
8" AC8" AC
8" AC
8"
AC
8" AC
8" PVC8" PVC
8" PVC
8" PVC
8" P
VC
8" PVC8" PVC8" PVC
8"
PV
C
8" P
VC
8" P
VC
8"
PV
C 8" P
VC
8" PVC
8"
PV
C
8" PVC
8" P
VC
8" P
VC
8" P
VC
8" PVC
8" P
VC
8"
PV
C
8"
PV
C
FM
6" PVC
6" PVC
6" PVC
4"
PV
C
4"
PV
C
4"
PV
C
4"
PV
C
LPLP
LP
LP
LP
LP
LP
LP
LP
OH 3-PWR 2-COMM
TT
T
T
C
T
T
T
T
TT
T
W
T
1 S F MTL BUS
18"
RC
P
30"
RC
P30"
RC
P
HW
15" RCP
18" RCP 12" RCP
18"
RC
P
18"
RC
P
48" RCP
66"
RCP
66"
RCP
48" CM
P
42" C
MP
15" RCP
15"
RC
P
15" RCP
HW
HW
18" RCP
18" CMP
42" RCP30" RCP
18"
RC
P
15" RCP15" RCP
48"
CM
P
48"
CM
P
48" CMP
48" CMP
36"
RCP
36"
RCP
36" RCP
36" RCP
15"
RCP
15"
RC
P
15" RCP
36" CMP
36" CMP
HW
INV=675.90
INV=673.13
24" RCP
S
24" R
CP
18"
RC
P
24" RCP
24" RCP
HW
36" R
CP
12" RCP
15" RCP
12"
CM
P
12"
CM
P
15"
CM
P
24"
CM
P
18" RCP
15" RCP
12"
CM
P
12"
CM
P
12"
CM
P
12" CMP12" RCP
12" RCP
18" RCP15" RCP 15" RCP
12"
CM
P
15"
RC
P
15"
RC
P
12"
RC
P
12" RCP
JB
POSSIBLE
SSMH
30"
RC
P
30"
RC
P
GATE POST
VINYL
3'
VIN
YL
DI
CB
(SPRING BOX)
DI
DI (DOGHOUSE)
OPEN THROAT
DI
OPEN THROAT DI
OPEN THROAT
DI
DI
DI
DI
OPEN THROAT
DI (DOGHOUSE)
OPEN THROAT
DI DI
DI
CB
2CB
DMH
42" RCP
1 S
F
D
91
64
FAMILY TRUST
BROADWELL
MARY LEIGH M. 65
FAMILY TRUST
BROADWELL
MARY LEIGH M. 69
FAMILY TRUST
BROADWELL
MARY LEIGH M.
63
BROADWELL
MARY M.
WIFE, MARY M. OLIVER
JERRY BRUCE OLIVER AND
60
PEGGY S. HYATT
AND WIFE,
HYATT
MARVIN R.
844
GREGORY ALLEN MARSHALL, et al
TH020
TH021
TH022
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
9/30/2014
R:\
Hydraulics\
PE
RMIT
S_
Environ
mental\
Dra
wings\
Section1\
R3329_
R2559_
HY
D_P
RM
_W
ET_P
SH009.d
gn
Fkeys
LOCATION:
DESIGNED BY:
CHECKED BY:
COUNTY:TIP NO.:
DATE:
PLANS
0
GRAPHIC SCALE
REVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
6/2/99
TO PLOT 34"(HALF SIZE)
TO
PLO
T FU
LL SIZ
E 62"X34"
TO
PLO
T FU
LL SIZ
E 62"X34"
TO PLOT 34"(HALF SIZE)
9
50 1002550
UNION
R-3329 / R-2559
R-3329 / R-2559
NAD 83
SEE S
HEET 8
-R17
4- STA. 17
+50
MA
TC
HLIN
E
SEE S
HEET 10
-R17
4- STA. 4
6+
50
MA
TC
HLIN
E
SEE SH
EET 8
-Y114- STA. 18
+50
MATC
HLI
NE
SEE SHEET 10
-L- STA. 19
1+00
MATC
HLIN
E
PLANS PREPARED BY :
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RALEIGH, NORTH CAROLINA 27609-3960
FOR
TURNPIKE AUTHORITY
THE NORTH CAROLINA
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 (919) 878-9560
SEE SH
EET 10
-R274- STA. 2
2+
00
MATC
HLIN
E
SEE S
HEET 8
-L- STA. 16
3+
00
MA
TC
HLIN
E
D
SEE SH
EET 8
-R474- STA. 16
+50
MA
TC
HLIN
E
SEE S
HEET 8
-R674- STA. 30+
00
MA
TC
HLIN
E
20+0
0
SEE S
HEET 10
-R574- STA. 2
1+00
MA
TC
HLIN
E
-R574-
-R674-
-Y114-
ATTENUATOR
10+00
165+00
170+00
175+00
180+00
190+
00
25+00
30+00
35+00
40+00
45+00
10+0015+00
20+00
25+00
30+00
25+0
0
30+00
20+00
25+00
30+0035+00
40+00
20+00
25+00
30+00
35+00
40+00
45+00
30+00
-R174-
-R174-
-R274-
-R574-
-Y112-
-L-
20+00
-R474-
RETAINING WALL
RETAINING WALL
185+00
OVERHEAD SIGN
OVERHEAD SIGN
-R174-
RETAINING WALL
RETAINING WALL
-C
UL7-
-R574-
-R674-
-Y114-
ATTENUATOR
10+00
165+00
170+00
175+00
180+00
190+
00
25+00
30+00
35+00
40+00
45+00
10+0015+00
20+00
25+00
30+00
25+0
0
30+00
20+00
25+00
30+0035+00
40+00
20+00
25+00
30+00
35+00
40+00
45+00
30+00
-R174-
-R174-
-R274-
-R574-
-Y112-
-L-
20+00
-R474-
RETAINING WALL
RETAINING WALL
185+00
OVERHEAD SIGN
OVERHEAD SIGN
-R174-
RETAINING WALL
RETAINING WALL
-C
UL7-
10+00
15+00
20+0
0
-R374-
CRCR
CR CR
CR CR
FF
FF
F
C
CC
C
C
C
C
C
F
F
F
F
F
F
FF
F
F
C
F
F
C FF
FF
F
F
F
F
F
C
C
C
C
C
F
F
F
C
CC
F
F
C
F
F
F
F
C
CC
F C
F
C
C
F
SITE 4
SITE 4
SITE 4
(PERENNIAL)
S017a(PERENNIAL)
S017c
W010
(PERENNIAL)
S021b
(PERENNIAL)
S017d
(PERENNIAL)
S017e
(PERENNIAL)S017b
S019(INTERMITTENT)
TS
S
S
S
S
TS
GV
GV
PF
H
PF
H
GV
GV
PWM
PWM
ELB
ELB
RO
D
& LU
G
2 ELB
OW
S
ELB
ELB
RO
D
&
LU
G2 ELB
OW
S
ELB
ELB
ROD & LUG2 ELBOWS
ENGLISH
OF 267PERMIT DRAWING
SHEET 9A
TS TSIMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S SSURFACE WATER
DENOTES IMPACTS IN
SHEET 17
RE
MO
VE
REMOVE
RE
MO
VE
RE
MO
VE
SYSTEM
REMOVE
SYSTEM
REMOVEREMOVE
INV=678.5SEE DETAIL I
MEDIAN V DITCH
JB w/MH
REMOVE
2GI
RETAIN
RETAIN
FS
INV=684.5
REMOVE
2GI
15" C
SP
4OTCB
2GI-A
2GI-A
2GI
2GI
FS
SYSTEM
REMOVE
2GI
EXIST. DRAINAGE
REMOVE ALL
RE
MO
VE RE
MO
VE
RE
MO
VE
REMOVE
2GI-A
2GI-A
2GI
2GI
SEE DETAIL E
LATERAL BASE DITCH
SEE DETAIL AP
SP. CUT BASE DITCHSEE DETAIL E
LATERAL BASE DITCH
2GI
FS
SEE DETAIL I
MEDIAN V DITCH
2GI2GI
2GI
REMOVE SYSTEM
2GI-A
REMOVE SYSTEM
FS
2GI-A
SEE DETAIL J
STANDARD V DITCH
2GI
15" RCP-III
15" RCP-III 15" RCP-III
15" RC
P-III
REMOVE
18" RCP-III
SEE DETAIL B
LATERAL V DITCHJB w/MH
RC
P-III
30"
18" RC
P-III
15" RCP-III
18"
RCP-III
15" RC
P-III
15" C
SP
SYSTEM
RETAIN
RETAIN
SEE DETAIL L
SPECIAL CUT DITCH
4OTCB
CB
SYSTEM
REMOVE
2GI
2GI
2GI
SP. DET.2GI
SYSTEM
REMOVE
SYSTEM
REMOVE
REMOVEREMOVE
REMOVE
2GI
2GI
2GI
2GI
SYSTEM
REMOVE
2GI
2GI2GI
CB
CB
CB
CB
REMOVE
CB
FS
FS
2GI2GI
30"
RCP-III
2GI-A
2GI-A
2GI-A2GI
INV=679.2
JB w/MH
JB w/MH
DETAIL A
DITCH SEE
SPECIAL CUT
18" RC
P-IV
18" RCP-IV
18" RCP-III 18" RCP-III 18
" RC
P-IV
24" RCP-IV24" RCP-IV
15" RCP-IV
15" RCP-III
15" RCP-III
18" CSP
18" RC
P-IV
18" RC
P-III
30"
RCP-III
30" RCP-IV
30" RCP-IV
30" RCP-IV
30" RCP-IV
30" RCP-IV 30" RCP-III
30" RCP-III30" RCP-III
RC
P-IV
15"
18" RCP-III
18" RCP-III
2GI-A
FS
2GI
2GI
INV=703.6
15" RCP-III
15"
RCP-III
SEE DETAIL J
STANDARD V DITCH
SEE DETAIL K
STANDARD BASE DITCH
SEE DETAIL F
SP. CUT BASE DITCHSEE DETAIL K
STANDARD BASE DITCH
SEE DETAIL K
STANDARD BASE DITCH
SEE DETAIL K
STANDARD BASE DITCHSEE DETAIL J
STANDARD V DITCH
SEE DETAIL W
LATERAL V DITCH
SEE DETAIL L
SPECIAL CUT DITCH
SEE DETAIL C
LATERAL V DITCH
2GI
18"
RCP-III
15"
RCP-III
24"
RC
P-III
24"
RCP-III
DETAIL -R174- STA. 26+69SEE CULVERT INLET
DETAIL -L- STA. 175+72SEE CULVERT INLET
DETAIL -R174- STA. 26+69SEE CULVERT OUTLET
DETAIL -L- STA. 175+72SEE CULVERT OUTLET
36" RCP-III
18" RC
P-III
24" R
CP-III
24" R
CP-III
24" RC
P-III
30" RCP-III
30" R
CP-III
36" RCP-III
RCP-III
36"
SEE DETAIL E
LATERAL BASE DITCH
10'x7' RCBC
10'x7'
RC
BC
Page 2
RIP-RAP
RA
MP
RIP-
RA
P
RIP-
RA
P
RIP-RAP
MT
L
CA
N CA
N
MT
L
S
S S
S
S
S
S
SS S
S
S
S
S
S
S
S
S
S
OUT
DO
OR ST
OR
AGE AREA
OUTDOOR STORAGE AREA
WALL
WALL
WA
LL
WALL
WALL
WA
LL
WALL
FLAGPOLE
FLAGPOLE
FLAGPOLE
GATE
GATE
GATE
GATE
GATE
GATE
GATE
GATE
GATE
GATE
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WO
OD
S
WOODS
WOODS
WOODS
WOODS
WOODS
BST
BST
GUY
GUY
W/LAMP
COLUMN
BRICK
WOODS
W/LT
6' WD
CO
NC
CO
NC
T
SS
PLANTERS4' CHL
4'
CH
L
4' CHL
1 S BK D
1 S F D
CONC
CO
NC
CONC
1 S F MTL BUS
GUY
PLANTER
PLANTER
1 S BK D 1 S BK D
CONC
CONC
FEED
BIRD
FEED
BIRD
PLANTER
4' CHL
4' CHL
W/LT
GAZEBO
W/LT
S
S
WD RAIL
1 S BK D
CO
NC
CONC
CONCCONC
DECK
WD
W/LT
PLANTER4'S4'S
1 S BK D
& BK D
1 S F
WELL
CONC
T
GUY
S
T
BOX
POWER
LP
T
W/ REFLECTORS
METAL POST
CONC
1 S F MTL BUS
BST
BST
CONC
W/LAMP
COLUMN
BRICK
1 S BLK BUS
CO
NC
6'
WD
STEPS
CONC
BST
BST
BST
CO
NC
18" C&G
18"
C&
G
18" C&
G
18" C&G
CO
NC
MARKER
FOMARKER
FO
GUY
MARKER
GAS
MARKER
GAS
T
24"
C&
G
24"
C&
G
24"
C&
G
24"
C&
G
GUYS
BOLL
AR
DS
IRCV
IRCV
BOLLARD
BST
BST
CONC
CO
NC
CONC
1 S BLK BUS
PAD
DUMPSTER
18"
C&
G
18"
C&
G
18" C&G
18"
C&
G
CONC
6' WD
1 S BK BUS
CONC
BST
BST
BOLLARDS
STORAGE
LP
SOIL
SOIL
6
CH
L
&
1SB
W6
CH
L
&
1SB
W
6 CHL & 1SBW
6
CH
L
&
1SB
W
S
LP
24" C&G
24" C&G
BST
CONC
BST
18"
C&
G
18" C&G
MARKER
CABLE
CONCCONC
W/LT
BOLLARD
GR
GR
GR
GR
GR
GR
GR
GR
GR
6' CHL & 1SBW
6'
CH
L
&
1SB
W
6'
CH
L
&
1SB
W
WOODS
GR1 S F MTL BUS
1 S BK BUS
1 S BK BUS
1 S BK BUS
1 S BK BUS
1 S BK BUS
1 S BK BUS
1 S BK BUS
BST
BST
BST
6'
CH
L
&
1SB
W
W/LT
3'
3'
CONC
FDC
24" C&G
24"
C&
G
24" C&G
CONC
BST
BST
BST
WA
LK
WA
Y
1 S BK BUS
CABINET
STORAGE
PROPANE
STEPS
GUYS
GUYS
TANKS
PROPANE
W/LT
RIP RAP
GR
BST
5' CHL
1 S BK BUS
PAD
CONC
CONC
CONC
BST
BST
BST
1 S BK BUS
BOLLARDS
BO
LL
AR
DS
BO
LL
AR
DS
S
CONC
CONC
CONC
CO
NC
CONC
1 S F MTL BUS
4' CHL
4'
CH
L
1SB
W
4' WD
4'
WD
4' WD
4' WD
S
(AB
AN
DO
NE
D)
H
TR
DECK
WD
W/LT
GUY
POST W/CABLE
IRON FENCE
POSTS
GATE
SOIL SOIL
SOIL
GR
GRGR
GR
GR
GR
GR
1 S F MTL BUSW/LT
W/LT
6'
WD
TABLE
CONC
1 S BLK BUS
SOIL
POSTS
IRON
GUY W/LT
POST
FENCE
GRCONC
1 S BK D
GUY
CONC
SHELTER
TENT
18" C&G
24"
C&
G
24"
C&
G
S
CONCGR
GR
CONC
1 S BK D 1 S BK D
DECK
WD
DECK
WD
BATH
BIRD
GR
GUY
GR
SOIL
CO
NC
WA
LK
WA
Y
WD
1 S BK D
GR
BS
T
LP
GR
2 S F D
CONC
GR
DECK
WD
1 S F G
ARAGE
S6'
WD
CONC
1 S BK D
CO
NC
GR
6'
CH
L
S
S
6' WD LP
LPLP
CONC
STEPS
CONC
LP
LP
GUY
LP
LP
LP
T
US 74 BST
US 74 BST
US 74 BST
US 74 BST
US 74 BST
US 74 BST
SSMH
SSMH
SSMH
SSMH
SSMHSSMH
SSMH
SSMH
POST
IRON
SS
MH
SS
MH
SSMH
(2) RPZ
SSMH
RPZ
SSMHSSMH
SSMH
SSMH
SSMH
SSMH SSMH
EXISTING R/W
EXISTING R/W
EIP
EXIS
TIN
G
R/
W
EIP
EIP
EIP
EXIS
TIN
G
R/
W
EIP
EIP
EXISTING R/W
EXISTING R/W
EXISTING R/W
EIPEIPEIP
EXISTING R/W
EIP
EIPEIP
EIP
10'X70' SIGHT TRIANGLE
EXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EIP
EIPEIP
EIP
EIPEIP
EIP
EIP EIP
EIP
EIPEIPEIPEIP
EIP
62
EXISTING R/W
66
67
ROBERT M. HILL
68
WENDY A. SIMON
EXIS
TIN
G
R/
W
70
72
73
74
75
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTING R/W
EXIS
TIN
G
R/
W
76
BASIC ELECTRIC COMPANY, INC,
DR
AIN
AG
E E
AS
EM
EN
T
EXIS
TIN
G 30' S
TO
RM
DR
AIN
AG
E
EA
SE
ME
NT
EXIS
TIN
G 30'
ST
OR
M
DR
AIN
AG
E
EA
SE
ME
NT
EXIS
TIN
G 30' S
TO
RM
EASEMENT
SIGN & LANSCAPE
DRAIN EASEMENT
EX. 20' PUBLIC STORM
78
ANGLO INDUSTRIAL PARK, USA, INC.
SEWER EASEMENT
EX. 15' SANITARY
SE
WER E
ASE
ME
NT
EX. 30' S
ANIT
AR
Y
SE
WE
R
EA
SE
ME
NT
EX. 3
0' S
ANIT
AR
Y
82
NSC ENTERPRISES, INC,
83
84
ROBERT WAYNE COOKE
332
EXIS
TIN
G
R/
W
85
86
87
88
90
LIGO, LLC
92
93
MGGEE CORPORATION
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
OVERLAP
BARBARA J. BARNES
AND WIFE,
GOVERNOR R. BARNES MARY M. SMITH
AND WIFE,
HOLLIS E. SMITH, JR
LLC
PROPERTIES,
GUY
HALLMARK PROPERTIES VI, LLC, ET ALS
JOY MYERS MULL
WILLIAM HAROLD MULL AND WIFE,
BARBARA E. MORGAN
AND WIFE,
WALTER R. MORGAN
PROPERTIES
OVERCASH
& LOCK #1, LLC
AMERICAN STORE
NORTH CAROLINA, LLC
M C INVESTMENTS OF
AUTO, INC.
DISCOUNT TIRE &
ANGLO INDUSTRIAL PARK, USA, INC.
77
UNIT
ED
MET
HO
DIS
T
CH
UR
CH
MIS
SIO
N S
OCIE
TY
OF T
HE
THE
ALBE
MA
RLE
DIS
TRIC
T
12
PEGGY S. HYATT
AND WIFE,
MARVIN R. HYATT
F\B\O HEATH ERIC PLYER
RUTH MANUS TRUSTEE
HORIZONS, LLC
UNLIMITED
HORIZONS, LLC
UNLIMITED
CHI PING WONG
AND
CHI FAN WONG
50.13'
60.65'
DE
CK
CAN
UG
E
UGE
UG
E
UGE
UGE
UGE
UG
E
UG
E
UGE
UGE
UGE
UG
E
UG
E
UGE
8" AC8" AC
8"
PV
C
8" P
VC
8"
PV
C
8"
PV
C
6"
PV
C
8"
AC
8"
AC
8"
AC
8" P
VC
4" PVC4" PVC
8"
PV
C
16" AC16" AC
16" AC 16" AC
16" AC
16" AC16" AC
8" AC8" AC
8" P
VC
8"
PV
C
8" P
VC F
M
8"
PV
C F
M
8" PVC FM8" PVC FM
16"AC
16"AC
16"AC
8" AC8" AC
8" AC
8"
AC
8" AC
8" PVC8" PVC
8" PVC
8" PVC
8" P
VC
8" PVC8" PVC8" PVC
8"
PV
C
8" P
VC
8" P
VC
8"
PV
C 8" P
VC
8" PVC
8"
PV
C
8" PVC
8" P
VC
8" P
VC
8" P
VC
8" PVC
8" P
VC
8"
PV
C
8"
PV
C
FM
6" PVC
6" PVC
6" PVC
4"
PV
C
4"
PV
C
4"
PV
C
4"
PV
C
LPLP
LP
LP
LP
LP
LP
LP
LP
OH 3-PWR 2-COMM
TT
T
T
C
T
T
T
T
TT
T
W
T
1 S F MTL BUS
18"
RC
P
30"
RC
P30"
RC
P
HW
15" RCP
18" RCP 12" RCP
18"
RC
P
18"
RC
P
48" RCP
66"
RCP
66"
RCP
48" CM
P
42" C
MP
15" RCP
15"
RC
P
15" RCP
HW
HW
18" RCP
18" CMP
42" RCP30" RCP
18"
RC
P
15" RCP15" RCP
48"
CM
P
48"
CM
P
48" CMP
48" CMP
36"
RCP
36"
RCP
36" RCP
36" RCP
15"
RCP
15"
RC
P
15" RCP
36" CMP
36" CMP
HW
INV=675.90
INV=673.13
24" RCP
S
24" R
CP
18"
RC
P
24" RCP
24" RCP
HW
36" R
CP
12" RCP
15" RCP
12"
CM
P
12"
CM
P
15"
CM
P
24"
CM
P
18" RCP
15" RCP
12"
CM
P
12"
CM
P
12"
CM
P
12" CMP12" RCP
12" RCP
18" RCP15" RCP 15" RCP
12"
CM
P
15"
RC
P
15"
RC
P
12"
RC
P
12" RCP
JB
POSSIBLE
SSMH
30"
RC
P
30"
RC
P
GATE POST
VINYL
3'
VIN
YL
DI
CB
(SPRING BOX)
DI
DI (DOGHOUSE)
OPEN THROAT
DI
OPEN THROAT DI
OPEN THROAT
DI
DI
DI
DI
OPEN THROAT
DI (DOGHOUSE)
OPEN THROAT
DI DI
DI
CB
2CB
DMH
42" RCP
1 S
F
D
91
64
FAMILY TRUST
BROADWELL
MARY LEIGH M. 65
FAMILY TRUST
BROADWELL
MARY LEIGH M. 69
FAMILY TRUST
BROADWELL
MARY LEIGH M.
63
BROADWELL
MARY M.
WIFE, MARY M. OLIVER
JERRY BRUCE OLIVER AND
60
PEGGY S. HYATT
AND WIFE,
HYATT
MARVIN R.
844
GREGORY ALLEN MARSHALL, et al
TH020
TH021
TH022
670
670
670
670
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690690
690
690
690
690
690
690690
690
690
690
690
690690690
690 690
690
690690
690690
690690
690
690
690
690
690690
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690
690
690
690690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690690
690
690
690
690
690
690
690
690
690
700
700
700
700
700
700
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710
710
710
720
720
720
720
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
9/30/2014
R:\
Hydraulics\
PE
RMIT
S_
Environ
mental\
Dra
wings\
Section1\
R3329_
R2559_
HY
D_P
RM
_W
ET_P
SH009_con.d
gn
Fkeys
LOCATION:
DESIGNED BY:
CHECKED BY:
COUNTY:TIP NO.:
DATE:
PLANS
0
GRAPHIC SCALE
REVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
6/2/99
TO PLOT 34"(HALF SIZE)
TO
PLO
T FU
LL SIZ
E 62"X34"
TO
PLO
T FU
LL SIZ
E 62"X34"
TO PLOT 34"(HALF SIZE)
9
50 1002550
UNION
R-3329 / R-2559
R-3329 / R-2559
NAD 83
SEE S
HEET 8
-R17
4- STA. 17
+50
MA
TC
HLIN
E
SEE S
HEET 10
-R17
4- STA. 4
6+
50
MA
TC
HLIN
E
SEE SH
EET 8
-Y114- STA. 18
+50
MATC
HLI
NE
SEE SHEET 10
-L- STA. 19
1+00
MATC
HLIN
E
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
FOR
TURNPIKE AUTHORITY
THE NORTH CAROLINA
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 (919) 878-9560
SEE SH
EET 10
-R274- STA. 2
2+
00
MATC
HLIN
E
SEE S
HEET 8
-L- STA. 16
3+
00
MA
TC
HLIN
E
D
SEE SH
EET 8
-R474- STA. 16
+50
MA
TC
HLIN
E
SEE S
HEET 8
-R674- STA. 30+
00
MA
TC
HLIN
E
20+0
0
SEE S
HEET 10
-R574- STA. 2
1+00
MA
TC
HLIN
E
-R574-
-R674-
-Y114-
ATTENUATOR
10+00
165+00
170+00
175+00
180+00
190+
00
25+00
30+00
35+00
40+00
45+00
10+0015+00
20+00
25+00
30+00
25+0
0
30+00
20+00
25+00
30+0035+00
40+00
20+00
25+00
30+00
35+00
40+00
45+00
30+00
-R174-
-R174-
-R274-
-R574-
-Y112-
-L-
20+00
-R474-
RETAINING WALL
RETAINING WALL
185+00
OVERHEAD SIGN
OVERHEAD SIGN
-R174-
RETAINING WALL
RETAINING WALL
-C
UL7-
-R574-
-R674-
-Y114-
ATTENUATOR
10+00
165+00
170+00
175+00
180+00
190+
00
25+00
30+00
35+00
40+00
45+00
10+0015+00
20+00
25+00
30+00
25+0
0
30+00
20+00
25+00
30+0035+00
40+00
20+00
25+00
30+00
35+00
40+00
45+00
30+00
-R174-
-R174-
-R274-
-R574-
-Y112-
-L-
20+00
-R474-
RETAINING WALL
RETAINING WALL
185+00
OVERHEAD SIGN
OVERHEAD SIGN
-R174-
RETAINING WALL
RETAINING WALL
-C
UL7-
10+00
15+00
20+0
0
-R374-
CRCR
CR CR
CR CR
FF
FF
F
C
CC
C
C
C
C
C
F
F
F
F
F
F
FF
F
F
C
F
F
C FF
FF
F
F
F
F
F
C
C
C
C
C
F
F
F
C
CC
F
F
C
F
F
F
F
C
CC
F C
F
C
C
F
SITE 4
SITE 4
SITE 4
(PERENNIAL)
S017a(PERENNIAL)
S017c
W010
(PERENNIAL)
S021b
(PERENNIAL)
S017d
(PERENNIAL)
S017e
(PERENNIAL)S017b
S019(INTERMITTENT)
TS
S
S
S
S
TS
GV
GV
PF
H
PF
H
GV
GV
PWM
PWM
ELB
ELB
RO
D
& LU
G
2 ELB
OW
S
ELB
ELB
RO
D
&
LU
G2 ELB
OW
S
ELB
ELB
ROD & LUG2 ELBOWS
ENGLISH
OF 267PERMIT DRAWING
SHEET 18
SHEET 9A
TS TSIMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S SSURFACE WATER
DENOTES IMPACTS IN
RE
MO
VE
REMOVE
RE
MO
VE
RE
MO
VE
SYSTEM
REMOVE
SYSTEM
REMOVEREMOVE
INV=678.5SEE DETAIL I
MEDIAN V DITCH
JB w/MH
REMOVE
2GI
RETAIN
RETAIN
FS
INV=684.5
REMOVE
2GI
15" C
SP
4OTCB
2GI-A
2GI-A
2GI
2GI
FS
SYSTEM
REMOVE
2GI
EXIST. DRAINAGE
REMOVE ALL
RE
MO
VE RE
MO
VE
RE
MO
VE
REMOVE
2GI-A
2GI-A
2GI
2GI
SEE DETAIL E
LATERAL BASE DITCH
SEE DETAIL AP
SP. CUT BASE DITCHSEE DETAIL E
LATERAL BASE DITCH
2GI
FS
SEE DETAIL I
MEDIAN V DITCH
2GI2GI
2GI
REMOVE SYSTEM
2GI-A
REMOVE SYSTEM
FS
2GI-A
SEE DETAIL J
STANDARD V DITCH
2GI
15" RCP-III
15" RCP-III 15" RCP-III
15" RC
P-III
REMOVE
18" RCP-III
SEE DETAIL B
LATERAL V DITCHJB w/MH
RC
P-III
30"
18" RC
P-III
15" RCP-III
18"
RCP-III
15" RC
P-III
15" C
SP
SYSTEM
RETAIN
RETAIN
SEE DETAIL L
SPECIAL CUT DITCH
4OTCB
CB
SYSTEM
REMOVE
2GI
2GI
2GI
SP. DET.2GI
SYSTEM
REMOVE
SYSTEM
REMOVE
REMOVEREMOVE
REMOVE
2GI
2GI
2GI
2GI
SYSTEM
REMOVE
2GI
2GI2GI
CB
CB
CB
CB
REMOVE
CB
FS
FS
2GI2GI
30"
RCP-III
2GI-A
2GI-A
2GI-A2GI
INV=679.2
JB w/MH
JB w/MH
DETAIL A
DITCH SEE
SPECIAL CUT
18" RC
P-IV
18" RCP-IV
18" RCP-III 18" RCP-III 18
" RC
P-IV
24" RCP-IV24" RCP-IV
15" RCP-IV
15" RCP-III
15" RCP-III
18" CSP
18" RC
P-IV
18" RC
P-III
30"
RCP-III
30" RCP-IV
30" RCP-IV
30" RCP-IV
30" RCP-IV
30" RCP-IV 30" RCP-III
30" RCP-III30" RCP-III
RC
P-IV
15"
18" RCP-III
18" RCP-III
2GI-A
FS
2GI
2GI
INV=703.6
15" RCP-III
15"
RCP-III
SEE DETAIL J
STANDARD V DITCH
SEE DETAIL K
STANDARD BASE DITCH
SEE DETAIL F
SP. CUT BASE DITCHSEE DETAIL K
STANDARD BASE DITCH
SEE DETAIL K
STANDARD BASE DITCH
SEE DETAIL K
STANDARD BASE DITCHSEE DETAIL J
STANDARD V DITCH
SEE DETAIL W
LATERAL V DITCH
SEE DETAIL L
SPECIAL CUT DITCH
SEE DETAIL C
LATERAL V DITCH
2GI
18"
RCP-III
15"
RCP-III
24"
RC
P-III
24"
RCP-III
DETAIL -R174- STA. 26+69SEE CULVERT INLET
DETAIL -L- STA. 175+72SEE CULVERT INLET
DETAIL -R174- STA. 26+69SEE CULVERT OUTLET
DETAIL -L- STA. 175+72SEE CULVERT OUTLET
36" RCP-III
18" RC
P-III
24" R
CP-III
24" R
CP-III
24" RC
P-III
30" RCP-III
30" R
CP-III
36" RCP-III
RCP-III
36"
SEE DETAIL E
LATERAL BASE DITCH
10'x7' RCBC
10'x7'
RC
BC
Page 3
RIP-
RA
P
RIP-
RA
P
RIP-RAP
S
S
S
S
SS S
S
S
S
OUT
DO
OR ST
OR
AGE AREA
WALL
WA
LL
FLAGPOLE
GATE
GATE
GATE
GATE
GATE
GATE
WOODS
WOODS
WOODS
WOODS
WOODS
WO
OD
S
WOODS
W/LAMP
COLUMN
BRICK
WOODS
LP
T
W/ REFLECTORS
METAL POST
CONC
1 S F MTL BUS
BST
BST
CONC
W/LAMP
COLUMN
BRICK
1 S BLK BUS
BST
CO
NC
18" C&G
18"
C&
G
MARKER
FOMARKER
FO
GUY
MARKER
GAS
MARKER
GAS
T
24"
C&
G
24"
C&
G
GUYS
BOLL
AR
DS
IRCV
IRCV
BST
CO
NC
CONC
1 S BLK BUS
PAD
DUMPSTER
18"
C&
G
18"
C&
G
18"
C&
G
CONC
6' WD
CONCCONC
W/LT
BOLLARD
GR
GR
6' CHL & 1SBW
6'
CH
L
&
1SB
W
6'
CH
L
&
1SB
W
WOODS
GR1 S F MTL BUS
1 S BK BUS
1 S BK BUS
1 S BK BUS
1 S BK BUS
1 S BK BUS
1 S BK BUS
1 S BK BUS
BST
BST
BST
6'
CH
L
&
1SB
W
W/LT
3'
3'
CONC
FDC
24" C&G
24"
C&
G
24" C&G
CONC
BST
BST
BST
WA
LK
WA
Y
1 S BK BUS
CABINET
STORAGE
PROPANE
STEPS
GUYS
GUYS
TANKS
PROPANE
W/LT
RIP RAP
GR
BST
5' CHL
1 S BK BUS
PAD
CONC
CONC
POSTS
GATE
US 74 BST
US 74 BST
US 74 BST
US 74 BST
SSMH
SSMH
SSMH
SSMH
SSMH
SSMH
SSMH
SSMH SSMH
EIPEXISTING R/W
EXISTING R/W
EIPEIPEIP
10'X70' SIGHT TRIANGLE
EXISTING R/W
EIP
EIPEIP
EXIS
TIN
G
R/
W
73
EXISTING R/W
EXIS
TIN
G
R/
W
BASIC ELECTRIC COMPANY, INC,
DR
AIN
AG
E E
AS
EM
EN
T
EXIS
TIN
G 30' S
TO
RM
EASEMENT
SIGN & LANSCAPE
DRAIN EASEMENT
EX. 20' PUBLIC STORM
83
84
ROBERT WAYNE COOKE
332
EXIS
TIN
G
R/
WEXIS
TIN
G
R/
W
JOY MYERS MULL
WILLIAM HAROLD MULL AND WIFE,
PROPERTIES
OVERCASH
& LOCK #1, LLC
AMERICAN STORE
F\B\O HEATH ERIC PLYER
RUTH MANUS TRUSTEE
HORIZONS, LLC
UNLIMITED
UG
E
UG
E
UGE
UGE
8" AC8" AC
8"
PV
C
8"
PV
C
16" AC16" AC
16" AC 16" AC
16" AC
8" AC8" AC
8" P
VC
8"
PV
C
8"
PV
C F
M
8" PVC FM
8"
AC
8" AC
8" PVC
8" PVC
8" P
VC
8" PVC8" PVC
8"
PV
C
8"
PV
C 8" P
VC
8" PVC
8"
PV
C
6" PVC
6" PVC
4"
PV
C
4"
PV
C
LPLP
LP
LP
LP
T
C
T
T
T
T
TT
T
W
T
15" RCP
12" RCP
18"
RC
P
18"
RC
P
48" RCP
66"
RCP
66"
RCP
48" CM
P
42" C
MP
15" RCP
15"
RC
P
15" RCP
HW
HW
18" RCP
18" CMP
42" RCP30" RCP
18"
RC
P
15" RCP15" RCP
48" CMP
HW
36" R
CP
12" RCP
15" RCP
18" RCP
GATE POST
VINYL
DI
OPEN THROAT DI
OPEN THROAT
DI
DI
DI
DI
OPEN THROAT
42" RCP
844
GREGORY ALLEN MARSHALL, et al
TH020
TH021
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
ATTENUATOR
170+00
175+00
180+00
30+00
35+00
40+00 10+0015+00
20+00
30+00
25+00
30+0035+00
25+00
30+00
35+00
RETAINING WALL
RETAINING WALL
185+00
ATTENUATOR
170+00
175+00
180+00
30+00
35+00
40+00 10+0015+00
20+00
30+00
25+00
30+0035+00
25+00
30+00
35+00
RETAINING WALL
RETAINING WALL
185+00
10+00
15+00
CR CR
CR CR
FF
C
C
C
C
F
F
F
F
F
F
FF
F
F
C
F
C FF
F
C
C
C
C
F
F
C
CC
F
F
C
F
SITE 4
SITE 4
SITE 4
(PERENNIAL)
S017a(PERENNIAL)
S017c
(PERENNIAL)S017b
S019(INTERMITTENT)
TS
S
S
S
S
TS
GV
GV
PF
H
GV
EL
B
EL
B
ELB
ELB
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
R-3329 / R-2559
9/30/2014
R:\
Hydraulics\
PE
RMIT
S_
Environ
mental\
Dra
wings\
Section1\
R3329_
R2559_
HY
D_P
RM
_W
ET_P
SH009
A.d
gn
Fkeys
8/17/99
NA
D 83
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
FOR
TURNPIKE AUTHORITY
THE NORTH CAROLINA
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 (919) 878-9560
FOR -KRC- PROFILE SEE SHT. 183
FOR -L- PROFILE SEE SHTS. 125 & 126
OF 267PERMIT DRAWING
ENGLISH
9A
TS TSIMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S SSURFACE WATER
DENOTES IMPACTS IN
SHEET 19
-Y114-
-R274-
-L-
-R374-
-R174-
-R574-
REMOVE
REMOVE
2GI
2GI
2GI
FS
SYSTEM
REMOVE
2GI
EXIST. DRAINAGE
REMOVE ALL
RE
MO
VE RE
MO
VE
RE
MO
VE
REMOVE
2GI-A
2GI-A
2GI
2GI
SEE DETAIL E
LATERAL BASE DITCH
SEE DETAIL AP
SP. CUT BASE DITCHSEE DETAIL E
LATERAL BASE DITCH
2GI
FS
SEE DETAIL I
MEDIAN V DITCH
2GI2GI
2GI
REMOVE SYSTEM
2GI-A
REMOVE SYSTEM
FS
2GI-A
SEE DETAIL J
STANDARD V DITCH
2GI
15" RCP-III
15" RCP-III 15" RCP-III
15" RC
P-III
REMOVE
18" RCP-III
SEE DETAIL B
LATERAL V DITCHJB w/MH
RC
P-III
30"
18" RC
P-III
15" RCP-III
15" RC
P-III
15" C
SP
SYSTEM
RETAIN
RETAIN
SYSTEM
REMOVE
REMOVE
REMOVE
2GI
2GI
2GI
2GI
SYSTEM
REMOVE
2GI
2GI2GI
REMOVE
CB
FS
FS
2GI2GI
30"
RCP-III
2GI-A
2GI-A
2GI-A2GI
JB w/MH
JB w/MH
DETAIL A
DITCH SEE
SPECIAL CUT
18" RC
P-IV
18" RCP-IV
18" RCP-III 18" RCP-III 18
" RC
P-IV
24" RCP-IV24" RCP-IV
15" RCP-IV
15" RCP-III
15" RCP-III
18" CSP
30" RCP-IV 30" RCP-III
30" RCP-III30" RCP-III
RC
P-IV
15"
2GI-A
SEE DETAIL F
SP. CUT BASE DITCH
SEE DETAIL K
STANDARD BASE DITCHSEE DETAIL J
STANDARD V DITCH
SEE DETAIL C
LATERAL V DITCH
2GI
18"
RCP-III
15"
RCP-III
24"
RC
P-III
24"
RCP-III
DETAIL -R174- STA. 26+69SEE CULVERT INLET
DETAIL -L- STA. 175+72SEE CULVERT INLET
DETAIL -R174- STA. 26+69SEE CULVERT OUTLET
DETAIL -L- STA. 175+72SEE CULVERT OUTLET
36" RCP-III
24" RC
P-III
30" RCP-III
30" R
CP-III
36" RCP-III
RCP-III
36"
10'x7' RCBC
10'x7'
RC
BC
Page 4
RIP-
RA
P
RIP-
RA
P
RIP-RAP
S
S
S
S
SS S
S
S
S
OUT
DO
OR ST
OR
AGE AREA
WALL
WA
LL
FLAGPOLE
GATE
GATE
GATE
GATE
GATE
GATE
WOODS
WOODS
WOODS
WOODS
WOODS
WO
OD
S
WOODS
W/LAMP
COLUMN
BRICK
WOODS
LP
T
W/ REFLECTORS
METAL POST
CONC
1 S F MTL BUS
BST
BST
CONC
W/LAMP
COLUMN
BRICK
1 S BLK BUS
BST
CO
NC
18" C&G
18"
C&
G
MARKER
FOMARKER
FO
GUY
MARKER
GAS
MARKER
GAS
T
24"
C&
G
24"
C&
G
GUYS
BOLL
AR
DS
IRCV
IRCV
BST
CO
NC
CONC
1 S BLK BUS
PAD
DUMPSTER
18"
C&
G
18"
C&
G
18"
C&
G
CONC
6' WD
CONCCONC
W/LT
BOLLARD
GR
GR
6' CHL & 1SBW
6'
CH
L
&
1SB
W
6'
CH
L
&
1SB
W
WOODS
GR1 S F MTL BUS
1 S BK BUS
1 S BK BUS
1 S BK BUS
1 S BK BUS
1 S BK BUS
1 S BK BUS
1 S BK BUS
BST
BST
BST
6'
CH
L
&
1SB
W
W/LT
3'
3'
CONC
FDC
24" C&G
24"
C&
G
24" C&G
CONC
BST
BST
BST
WA
LK
WA
Y
1 S BK BUS
CABINET
STORAGE
PROPANE
STEPS
GUYS
GUYS
TANKS
PROPANE
W/LT
RIP RAP
GR
BST
5' CHL
1 S BK BUS
PAD
CONC
CONC
POSTS
GATE
US 74 BST
US 74 BST
US 74 BST
US 74 BST
SSMH
SSMH
SSMH
SSMH
SSMH
SSMH
SSMH
SSMH SSMH
EIPEXISTING R/W
EXISTING R/W
EIPEIPEIP
10'X70' SIGHT TRIANGLE
EXISTING R/W
EIP
EIPEIP
EXIS
TIN
G
R/
W
73
EXISTING R/W
EXIS
TIN
G
R/
W
BASIC ELECTRIC COMPANY, INC,
DR
AIN
AG
E E
AS
EM
EN
T
EXIS
TIN
G 30' S
TO
RM
EASEMENT
SIGN & LANSCAPE
DRAIN EASEMENT
EX. 20' PUBLIC STORM
83
84
ROBERT WAYNE COOKE
332
EXIS
TIN
G
R/
WEXIS
TIN
G
R/
W
JOY MYERS MULL
WILLIAM HAROLD MULL AND WIFE,
PROPERTIES
OVERCASH
& LOCK #1, LLC
AMERICAN STORE
F\B\O HEATH ERIC PLYER
RUTH MANUS TRUSTEE
HORIZONS, LLC
UNLIMITED
UG
E
UG
E
UGE
UGE
8" AC8" AC
8"
PV
C
8"
PV
C
16" AC16" AC
16" AC 16" AC
16" AC
8" AC8" AC
8" P
VC
8"
PV
C
8"
PV
C F
M
8" PVC FM
8"
AC
8" AC
8" PVC
8" PVC
8" P
VC
8" PVC8" PVC
8"
PV
C
8"
PV
C 8" P
VC
8" PVC
8"
PV
C
6" PVC
6" PVC
4"
PV
C
4"
PV
C
LPLP
LP
LP
LP
T
C
T
T
T
T
TT
T
W
T
15" RCP
12" RCP
18"
RC
P
18"
RC
P
48" RCP
66"
RCP
66"
RCP
48" CM
P
42" C
MP
15" RCP
15"
RC
P
15" RCP
HW
HW
18" RCP
18" CMP
42" RCP30" RCP
18"
RC
P
15" RCP15" RCP
48" CMP
HW
36" R
CP
12" RCP
15" RCP
18" RCP
GATE POST
VINYL
DI
OPEN THROAT DI
OPEN THROAT
DI
DI
DI
DI
OPEN THROAT
42" RCP
844
GREGORY ALLEN MARSHALL, et al
TH020
TH021
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690690
690
690
690
690
690
690
690
700
700
700
700
700
700
700
700
700
700
700
700
700
700
710
710
710
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
-R374-
BEGIN APPROACH SLAB-R574- POT 22+05.51
BEGIN BRIDGE-R574- POT 22+28.14
ATTENUATOR
170+00
175+00
180+00
30+00
35+00
40+00 10+0015+00
20+00
30+00
25+00
30+0035+00
25+00
30+00
35+00
RETAINING WALL
RETAINING WALL
185+00
ATTENUATOR
170+00
175+00
180+00
30+00
35+00
40+00 10+0015+00
20+00
30+00
25+00
30+0035+00
25+00
30+00
35+00
RETAINING WALL
RETAINING WALL
185+00
10+00
15+00
CR CR
CR CR
FF
C
C
C
C
F
F
F
F
F
F
FF
F
F
C
F
C FF
F
C
C
C
C
F
F
C
CC
F
F
C
F
SITE 4
SITE 4
SITE 4
(PERENNIAL)
S017a(PERENNIAL)
S017c
(PERENNIAL)S017b
S019(INTERMITTENT)
TS
S
S
S
S
TS
GV
GV
PF
H
GV
EL
B
EL
B
ELB
ELB
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
R-3329 / R-2559
9/30/2014
R:\
Hydraulics\
PE
RMIT
S_
Environ
mental\
Dra
wings\
Section1\
R3329_
R2559_
HY
D_P
RM
_W
ET_P
SH009
A_con.d
gn
Fkeys
8/17/99
NA
D 83
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
FOR
TURNPIKE AUTHORITY
THE NORTH CAROLINA
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 (919) 878-9560
FOR -KRC- PROFILE SEE SHT. 183
FOR -L- PROFILE SEE SHTS. 125 & 126
OF 267PERMIT DRAWING
ENGLISH
9A
SHEET 20
TS TSIMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S SSURFACE WATER
DENOTES IMPACTS IN
-Y114-
-R274-
-L-
-R374-
-R574-
-R174-
REMOVE
REMOVE
2GI
2GI
2GI
FS
SYSTEM
REMOVE
2GI
EXIST. DRAINAGE
REMOVE ALL
RE
MO
VE RE
MO
VE
RE
MO
VE
REMOVE
2GI-A
2GI-A
2GI
2GI
SEE DETAIL E
LATERAL BASE DITCH
SEE DETAIL AP
SP. CUT BASE DITCHSEE DETAIL E
LATERAL BASE DITCH
2GI
FS
SEE DETAIL I
MEDIAN V DITCH
2GI2GI
2GI
REMOVE SYSTEM
2GI-A
REMOVE SYSTEM
FS
2GI-A
SEE DETAIL J
STANDARD V DITCH
2GI
15" RCP-III
15" RCP-III 15" RCP-III
15" RC
P-III
REMOVE
18" RCP-III
SEE DETAIL B
LATERAL V DITCHJB w/MH
RC
P-III
30"
18" RC
P-III
15" RCP-III
15" RC
P-III
15" C
SP
SYSTEM
RETAIN
RETAIN
SYSTEM
REMOVE
REMOVE
REMOVE
2GI
2GI
2GI
2GI
SYSTEM
REMOVE
2GI
2GI2GI
REMOVE
CB
FS
FS
2GI2GI
30"
RCP-III
2GI-A
2GI-A
2GI-A2GI
JB w/MH
JB w/MH
DETAIL A
DITCH SEE
SPECIAL CUT
18" RC
P-IV
18" RCP-IV
18" RCP-III 18" RCP-III 18
" RC
P-IV
24" RCP-IV24" RCP-IV
15" RCP-IV
15" RCP-III
15" RCP-III
18" CSP
30" RCP-IV 30" RCP-III
30" RCP-III30" RCP-III
RC
P-IV
15"
2GI-A
SEE DETAIL F
SP. CUT BASE DITCH
SEE DETAIL K
STANDARD BASE DITCHSEE DETAIL J
STANDARD V DITCH
SEE DETAIL C
LATERAL V DITCH
2GI
18"
RCP-III
15"
RCP-III
24"
RC
P-III
24"
RCP-III
DETAIL -R174- STA. 26+69SEE CULVERT INLET
DETAIL -L- STA. 175+72SEE CULVERT INLET
DETAIL -R174- STA. 26+69SEE CULVERT OUTLET
DETAIL -L- STA. 175+72SEE CULVERT OUTLET
36" RCP-III
24" RC
P-III
30" RCP-III
30" R
CP-III
36" RCP-III
RCP-III
36"
10'x7' RCBC
10'x7'
RC
BC
Page 5
8"
PV
C
8"
PV
C
8" PVC
8" PVC
8" PVC
4"
PV
C
4" P
VC
4" PVC
4"
AC
4"
AC
12"
DIP
12"
DIP
ST
ALLIN
GS
RD 22' B
ST
BO
X
MAIL
15" RCP
32"
OA
K
24"
HIC
KO
RY
v
v
MEADOWBROOK DRI
VE 19'
BST
GR
PIP
E
PIPE
PIPE
PIPE
PIP
E
AXLE
EIP
EXIS
TIN
G 60'
RO
W
EXIS
TIN
G 60'
RO
W
N 46°57'33" W385.23'
S 46°17'15"
W741.49'
S 55°20'31" E
403.23'
S 56°01'04" E
937.13'
N 56°23'24" W
528.46'
N 24°50'58" W
215.78'
N 48°4
6'5
6"
E10
8.4
0'
N 48°4
6'5
6"
E62.8
3'
S 56°00'04" E
225.70'
S 33° 5
9'5
6"
W
199.4
8'
4.5' MTL
12"
RCP
GR
CONC
CONC
CONC
15"
RCP
15"
RCP
15" RCP
INA
CC
ES
SIB
LE
JB
HW
JB
W/
PB 6 PG 68
PROPOSED 60' S
TREET
1SBKD
G
FOUND
END NOT
1SBKD
223
224
225
226
227
228
229
DB3746 PG 367
STALLINGS CROSSING LLC
DB3407 PG 001
ROGER W. SHERIN AND WIFE JOYCE P. SHERIN
DB 4905 PG 402
RONALD HARVEY & DONNA RENEE BURKS
DB 3255 PG 174
ROGER W SHERIN
DB 5368 PG 004
JANNICK BRIOSO
DB 5603 PG 383
CHRISTINA I GUTIERREZ
DB 0380 PG 343
SHARON B DAVIS
ROBERT K &
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
R-3329 / R-2559
9/29/2014
R:\
Hydraulics\
PE
RMIT
S_
Environ
mental\
Dra
wings\
Section1\
R3329_
R2559_
HY
D_P
RM
_W
ET_P
SH078.d
gn
Fkeys
8/17/99
NA
D 83
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
FOR
TURNPIKE AUTHORITY
THE NORTH CAROLINA
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 (919) 878-9560
78
FOR -SR16- PROFILE SEE SHT. 175
OF 267PERMIT DRAWING
ENGLISH
WETLANDDENOTES FILL INF F
CLEARINGDENOTES MECHANIZED*
**
*
**
*
**
*
*
TS TSIMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S SSURFACE WATER
DENOTES IMPACTS IN
SHEET 27
-SR16-
F
F
F
F
FF F
F
C
F
C
C
C
C
C
F
F
F
C
10+0015+00 20+0010+0015+00 20+00
CAT-1GRAU 350
SITE 5
WX207
SX504
V10=2.9 FT\SQ10=103.7 CFS
TS
S
S
S
PX68
15" RCP-III 15" RCP-III 15" RCP-III
HW
CB CB CB
15" RC
P-III
15" RCP-III
CB
CB
BU
RIE
D 1.0
'
60" R
CP-III
SP DET
CB
BURIED 1.0'
RCP-III
60"
Page 6
8"
PV
C
8"
PV
C
8" PVC
8" PVC
8" PVC
4"
PV
C
4" P
VC
4" PVC
4"
AC
4"
AC
12"
DIP
12"
DIP
ST
ALLIN
GS
RD 22' B
ST
BO
X
MAIL
15" RCP
32"
OA
K
24"
HIC
KO
RY
v
v
MEADOWBROOK DRI
VE 19'
BST
GR
PIP
E
PIPE
PIPE
PIPE
PIP
E
AXLE
EIP
EXIS
TIN
G 60'
RO
W
EXIS
TIN
G 60'
RO
W
N 46°57'33" W385.23'
S 46°17'15"
W741.49'
S 55°20'31" E
403.23'
S 56°01'04" E
937.13'
N 56°23'24" W
528.46'
N 24°50'58" W
215.78'
N 48°4
6'5
6"
E10
8.4
0'
N 48°4
6'5
6"
E62.8
3'
S 56°00'04" E
225.70'
S 33° 5
9'5
6"
W
199.4
8'
4.5' MTL
12"
RCP
GR
CONC
CONC
CONC
15"
RCP
15"
RCP
15" RCP
INA
CC
ES
SIB
LE
JB
HW
JB
W/
PB 6 PG 68
PROPOSED 60' S
TREET
1SBKD
G
FOUND
END NOT
1SBKD
223
224
225
226
227
228
229
DB3746 PG 367
STALLINGS CROSSING LLC
DB3407 PG 001
ROGER W. SHERIN AND WIFE JOYCE P. SHERIN
DB 4905 PG 402
RONALD HARVEY & DONNA RENEE BURKS
DB 3255 PG 174
ROGER W SHERIN
DB 5368 PG 004
JANNICK BRIOSO
DB 5603 PG 383
CHRISTINA I GUTIERREZ
DB 0380 PG 343
SHARON B DAVIS
ROBERT K &
670
670
680
680
690
690
690
690
700
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
R-3329 / R-2559
9/29/2014
R:\
Hydraulics\
PE
RMIT
S_
Environ
mental\
Dra
wings\
Section1\
R3329_
R2559_
HY
D_P
RM
_W
ET_P
SH078_con.d
gn
Fkeys
8/17/99
NA
D 83
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
FOR
TURNPIKE AUTHORITY
THE NORTH CAROLINA
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 (919) 878-9560
78
FOR -SR16- PROFILE SEE SHT. 175
OF 267PERMIT DRAWING
ENGLISH
SHEET 28
WETLANDDENOTES FILL INF F
CLEARINGDENOTES MECHANIZED*
**
*
**
*
**
*
*
TS TSIMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S SSURFACE WATER
DENOTES IMPACTS IN
-SR16-
F
F
F
F
FF F
F
C
F
C
C
C
C
C
F
F
F
C
10+0015+00 20+0010+0015+00 20+00
CAT-1GRAU 350
SITE 5
WX207
SX504
V10=2.9 FT\SQ10=103.7 CFS
TS
S
S
S
PX68
15" RCP-III 15" RCP-III 15" RCP-III
HW
CB CB CB
15" RC
P-III
15" RCP-III
CB
CB
BU
RIE
D 1.0
'
60" R
CP-III
SP DET
CB
BURIED 1.0'
RCP-III
60"
Page 7
PILE
CAN
CAN
CA
N
S
S
S
S
S
S
WA
LL
WALL
GATE
GATE
GATE
MH
MH
WOODSWOODS
1 S BK BUS
1 S F BUS
1 S F MTL BUS
1 S F MTL BUS
CANOPY
MTL
PO
ST
S
2'
MT
L
PO
ST
S
2'
MT
L
VALVE
CONTROL
IRRIGATION
BS
T
CO
NC
CO
NC
TR
BST
BST
BST
BST
6'
CH
L
&
1 S
BW
6'
CH
L
&
1 S
BW
W/LT
S
LP
6'
CH
L
&
1 S
BW
1 S F BUS
W/LT
GUY
W/LT
6'
CH
L
&
1 S
BW
GR
LP
LP
VAULT
CONC
POSTS
4' WD
6' CHL & 1 SBW
W/LT
BS
T
4' WW
CONC
1 S F MTL BUS
BST
CONC
CONC
UNIT
A/C
CONC
CONC
LP18" C&G
18" C&G
CONC
LP
LP
1 S BK BUS
BST
BST
CO
NC
US 74 BST
US 74 BST
SSMH
RPZ
20' PERM
ANENT
SA
NITARY SEW
ER EA
SEMENT
DB 1374 PG 851
DB 3831 PG 248DB 3454 PG 668
DB 444 PG 857
240.8
7'
EIP
EIP
527.10'
EIP
952.9
1'
836.6
2'
852.6
0'
EIP
EIP
EIP
EIP
EIP EIP EIP
325.9
2'
731.31'
EXISTING R/W EXISTING R/W EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/W
PB B PG 322B
DB 665 PG 586
96
98
108
109110
111
JOSEPH E. SMITH
112
EYAD I. SHAKHTUR
AND
FERAS I. SHAKHTUR
ROOFING, LLC
CYCLONE
COMPANY, LLC,
EDWARDS & NEWMAN
LARRY A. MCKINNEY
J. D. ARMSTRONG AND
WIFE, PHYLLIS P. ROGERS
DENNIS J. ROGERS AND
PB B PG 322B
DB 4914 PG 84
DB 733 PG 574
INDIAN TRAIL, INC, ET AL
COOK OUT
FAMILY LIMITED PARTNERSHIP
BRUCE H. GRIFFIN, JR.
DB 4831 PG 446
DB 4387 PG 599
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
60.47'
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
ST
AL
LIN
GS
TO
WN
LIMIT
SU
NIO
N
CO
UN
TY
INDIA
N
TR
AIL
TO
WN
LIMIT
S
UNIO
N
CO
UN
TY
16" AC
8" PVC FM 8" PVC FM8" PVC FM
16" AC16" AC16" AC
16" AC
8"
PV
C
8" PVC FM
LP
LP
POLE
SERVICE
T
TS
T T
W
18" CMP
18" CMP
18"
RC
P
12"
RC
P
3"
PV
C
18"
RC
P18
" R
CP
15" RCP
24" CMP 15" RCP
UN
KN
OW
SIZ
E
15" CMP
12"
PV
C
12"
PV
C
H H
(4) RPZ
CB
DI
DIDI
DI
DI
OPEN THROAT DI DI (DAMAGED)
DI
DI
DI 24" RCP
36" R
CP
36" R
CP
107
DB 877 PG 179
100
HEIRS
REA NELSON LEMMOND,
99
REVOCABLE LIVING TRUST, ET AL
JANN L. SNYDER
DB 5524 PG 592
INV (NW) 687.80
INV (E) 688.05
TOP 690.40
-B
Y112
-9 PIN
C 111+
97.3
9
-B
Y112
-10
PIN
C 12
0+76.7
1
TH025
TH026
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
R-3329 / R-2559
9/29/2014
R:\
Hydraulics\
PE
RMIT
S_
Environ
mental\
Dra
wings\
Section1\
R3329_
R2559_
HY
D_P
RM
_W
ET_P
SH079.d
gn
Fkeys
8/17/99
79
NAD 83
MA
TC
HLIN
E -Y11
2- STA. 21+
50 SEE S
HEET 10
MA
TC
HLIN
E -Y11
2- STA. 35+
00 SEE S
HEET 80
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
FOR
TURNPIKE AUTHORITY
THE NORTH CAROLINA
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 (919) 878-9560
FOR -R574- PROFILE SEE SHT. 172
FOR -R174- PROFILE SEE SHT. 169
FOR -Y112- PROFILE SEE SHT. 174
ENGLISH
OF 267PERMIT DRAWING
WETLANDDENOTES FILL INF F
CLEARINGDENOTES MECHANIZED*
**
*
**
*
**
*
*
SURFACE WATER
DENOTES IMPACTS IN
SHEET 31
F
PIs Sta 11+40.00
Ls = 210.00'
LT = 140.00'
ST = 70.00'
-R174-
25+00 30+00 35+0035+00
F
PIs Sta 11+40.00
Ls = 210.00'
LT = 140.00'
ST = 70.00'
-R174-
25+00 30+00 35+00
10+00
35+00
F
F FC
C
F F
F
F
CCCFFC
C
CC
CC
CCF
C CF
C
SITE 6W013
W014
W012
V10=2.0 FT\SQ10=42.0 CFS
F
GV
PF
H
GV
GV
GV
PWMPWMPWMPWM
ARGV
15" RC
P-III
2GI
W/ 5 SY FIL FAB
1 TON CL B RIPRAP
RETAIN
RETAIN
2GICOLLAR
W/ 11 SY FIL FAB
3 TONS CL B RIPRAP
24" RCP-III
18" RCP-III
ADJUST DI
RETAIN
RETAIN
GRADE TO DRAIN
RETAIN DIRETAIN
REMOVE 30' 12" RCP
36" RC
P-III
36" R
CP-III
36" R
CP-III
2GI
W/ 60 SY FIL FAB
30 TONS CL I RIPRAP
HW
SEE DETAIL VLATERAL V DITCH
18"
24"
24"
COLLAR
REMOVE
SYSTEMREMOVE
24"
SEE DETAIL VLATERAL V DITCH
Page 8
PILE
CAN
CAN
CA
N
S
S
S
S
S
S
WA
LL
WALL
GATE
GATE
GATE
MH
MH
WOODSWOODS
1 S BK BUS
1 S F BUS
1 S F MTL BUS
1 S F MTL BUS
CANOPY
MTL
PO
ST
S
2'
MT
L
PO
ST
S
2'
MT
L
VALVE
CONTROL
IRRIGATION
BS
T
CO
NC
CO
NC
TR
BST
BST
BST
BST
6'
CH
L
&
1 S
BW
6'
CH
L
&
1 S
BW
W/LT
S
LP
6'
CH
L
&
1 S
BW
1 S F BUS
W/LT
GUY
W/LT
6'
CH
L
&
1 S
BW
GR
LP
LP
VAULT
CONC
POSTS
4' WD
6' CHL & 1 SBW
W/LT
BS
T
4' WW
CONC
1 S F MTL BUS
BST
CONC
CONC
UNIT
A/C
CONC
CONC
LP18" C&G
18" C&G
CONC
LP
LP
1 S BK BUS
BST
BST
CO
NC
US 74 BST
US 74 BST
SSMH
RPZ
20' PERM
ANENT
SA
NITARY SEW
ER EA
SEMENT
DB 1374 PG 851
DB 3831 PG 248DB 3454 PG 668
DB 444 PG 857
240.8
7'
EIP
EIP
527.10'
EIP
952.9
1'
836.6
2'
852.6
0'
EIP
EIP
EIP
EIP
EIP EIP EIP
325.9
2'
731.31'
EXISTING R/W EXISTING R/W EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/W
PB B PG 322B
DB 665 PG 586
96
98
108
109110
111
JOSEPH E. SMITH
112
EYAD I. SHAKHTUR
AND
FERAS I. SHAKHTUR
ROOFING, LLC
CYCLONE
COMPANY, LLC,
EDWARDS & NEWMAN
LARRY A. MCKINNEY
J. D. ARMSTRONG AND
WIFE, PHYLLIS P. ROGERS
DENNIS J. ROGERS AND
PB B PG 322B
DB 4914 PG 84
DB 733 PG 574
INDIAN TRAIL, INC, ET AL
COOK OUT
FAMILY LIMITED PARTNERSHIP
BRUCE H. GRIFFIN, JR.
DB 4831 PG 446
DB 4387 PG 599
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
60.47'
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
ST
AL
LIN
GS
TO
WN
LIMIT
SU
NIO
N
CO
UN
TY
INDIA
N
TR
AIL
TO
WN
LIMIT
S
UNIO
N
CO
UN
TY
16" AC
8" PVC FM 8" PVC FM8" PVC FM
16" AC16" AC16" AC
16" AC
8"
PV
C
8" PVC FM
LP
LP
POLE
SERVICE
T
TS
T T
W
18" CMP
18" CMP
18"
RC
P
12"
RC
P
3"
PV
C
18"
RC
P18
" R
CP
15" RCP
24" CMP 15" RCP
UN
KN
OW
SIZ
E
15" CMP
12"
PV
C
12"
PV
C
H H
(4) RPZ
CB
DI
DIDI
DI
DI
OPEN THROAT DI DI (DAMAGED)
DI
DI
DI 24" RCP
36" R
CP
36" R
CP
107
DB 877 PG 179
100
HEIRS
REA NELSON LEMMOND,
99
REVOCABLE LIVING TRUST, ET AL
JANN L. SNYDER
DB 5524 PG 592
INV (NW) 687.80
INV (E) 688.05
TOP 690.40
-B
Y112
-9 PIN
C 111+
97.3
9
-B
Y112
-10
PIN
C 12
0+76.7
1
TH025
TH026
670
670
670 670
670
670
680
680
680
680
680680
680
680
680
680 680
680
680
680
680
680
680
680
680
680680680
680
680
690
690
690
690
690
690
690
690690
690
690
690
690690
690
690
690
690690
690
690
690
700
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
R-3329 / R-2559
9/29/2014
R:\
Hydraulics\
PE
RMIT
S_
Environ
mental\
Dra
wings\
Section1\
R3329_
R2559_
HY
D_P
RM
_W
ET_P
SH079_con.d
gn
Fkeys
8/17/99
79
NAD 83
MA
TC
HLIN
E -Y11
2- STA. 21+
50 SEE S
HEET 10
MA
TC
HLIN
E -Y11
2- STA. 35+
00 SEE S
HEET 80
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
FOR
TURNPIKE AUTHORITY
THE NORTH CAROLINA
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 (919) 878-9560
FOR -R574- PROFILE SEE SHT. 172
FOR -R174- PROFILE SEE SHT. 169
FOR -Y112- PROFILE SEE SHT. 174
ENGLISH
OF 267SHEET 32PERMIT DRAWING
WETLANDDENOTES FILL INF F
CLEARINGDENOTES MECHANIZED*
**
*
**
*
**
*
*
SURFACE WATER
DENOTES IMPACTS IN
F
PIs Sta 11+40.00
Ls = 210.00'
LT = 140.00'
ST = 70.00'
-R174-
25+00 30+00 35+0035+00
F
PIs Sta 11+40.00
Ls = 210.00'
LT = 140.00'
ST = 70.00'
-R174-
25+00 30+00 35+00
10+00
35+00
F
F FC
C
F F
F
F
CCCFFC
C
CC
CC
CCF
C CF
C
SITE 6W013
W014
W012
V10=2.0 FT\SQ10=42.0 CFS
F
GV
PF
H
GV
GV
GV
PWMPWMPWMPWM
ARGV
15" RC
P-III
2GI
W/ 5 SY FIL FAB
1 TON CL B RIPRAP
RETAIN
RETAIN
2GICOLLAR
W/ 11 SY FIL FAB
3 TONS CL B RIPRAP
24" RCP-III
18" RCP-III
ADJUST DI
RETAIN
RETAIN
GRADE TO DRAIN
RETAIN DIRETAIN
REMOVE 30' 12" RCP
36" RC
P-III
36" R
CP-III
36" R
CP-III
2GI
W/ 60 SY FIL FAB
30 TONS CL I RIPRAP
HW
SEE DETAIL VLATERAL V DITCH
18"
24"
24"
COLLAR
REMOVE
SYSTEMREMOVE
24"
SEE DETAIL VLATERAL V DITCH
Page 9
CA
N
CAN
S
S
S
S
S
S
S
S
S
S
WA
LL
FLAGPOLE
GATE
GATE
GATE
SSMH
WOODS
WOODS
BST
BST
18" C&G
18"
C&
G
4'
CHL
W/LT
GUY
GR
W/LT
6' C
HL
CONC
CONC
GR
1 S F MTL BUS
SHELTER
TENT
BST
6'
CHL
6'
CHL
POSTS
WOOD
BST
BST
6'
WD
W/ SAT. DISH
IRON POST
(STORAGE)
1 S F D
1 S BK D
1 S F D
1 S BK BUSSOIL
SOIL
PLANTER
LP
LP
1 S BK BUS
LP
S
MAILBOX
W/
CH
AIN
WO
OD P
OS
T
4'
CHL
4' CHL
LP
W/LT
GUYBST
FLAGPOLES
CONC
1 S BK BUS
BST
BST
W/LT
GUY
S
6'
CH
L
& 1S
BW
6'
CH
L
&
1SB
W
TR
LP
GR
GUYS
T
PO
ST
S
3'
MT
L
PO
ST
S
3'
MT
L
CONC
CONC
1 S BLK BUS
POSTS
3' MTL
1 S F MTL BUS
1 S F MTL BUS
BST
BST
BST
1 S BK BUS
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
LP
LP
PLANTER
BST
1 S BK D
CONC
POSTS
4'
MTL
POSTS
3'
MTL
POSTS
3'
MTL
LP
CANOPY
MTL
CANOPY
MTLCANOPY
MTL
CANOPY
MTL
6'
CHL
& 1S
BW
LP
1 S BK BUS
CANOPY
MTL
POSTS
2'
MTL
CONC
BST
LP
BST
US 74 BST
US 74 BST
WELL
SSMH
SSMH
WELL
CO
NC
599.0
7'
233.3
6'
91.42'
232.0
9'
482.18'
24.3
7'
403.9
8'
522.8
0'
601.62'
639.11'
EIP
EIP
EIP
EIP
EIP
EIP
350.8
5'
196.2
9'
EIP
EXISTING R/W
EXISTING R/W
EXISTING R/W
97
115
40' IN
GRESS E
GRESS E
ASE
ME
NT
ST
ALLIN
GS T
OW
N LIMIT
S
UNIO
N C
OU
NT
Y
8" PVC FM
8" PVC FM
8" PVC FM
8" PVC FM
16" AC
16" AC
16" AC
16" AC
W
8" PVC
8" PVC
8" PVC
8" PVC
8" PVC
8" PVC
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
T
12" CMP
12" CMP
15" CMP
15" CMP
15" CMP
18" CMP
8" CMP
15" RCP
EXISTING R/W
6' VINYL
6' VINYL
DI
DI
118
LIVING TRUST
THE HELEN T GRIFFIN
DB 3651 PG 692
94
95
LIVING TRUST
THE HELEN T GRIFFIN
DB 3651 PG 692
DB 339 PG 514
C. STEVE CLARDY
119
RUBY HARGETT MCLEOD
AND WIFE,
ARCH MAX MCLEOD
DB 390 PG 385
JLD PROPERTIES, LLC
DB 3248 PG 177
117
JLD PROPERTIES, LLC
DB 3248 PG 177
116
CASCADES, LLC
DB 1273 PG 241
KATHERINE C.
AND WIFE,
GENE A. OXENDINE
DB 270 PG 720
114
DB 845 PG 171
MAHNAZ H. TAYEBI
ABOLFAZL TAYEBI AND WIFE,
113
JUDY R. MOORE LITTLE
094E PG 228
JOSEPH E. SMITH
DB 733 PG 574
112
TH023
TH024
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
10R-3329 / R-2559
9/29/2014
R:\
Hydraulics\
PE
RMIT
S_
Environ
mental\
Dra
wings\
Section1\
R3329_
R2559_
HY
D_P
RM
_W
ET_P
SH010.d
gn
Fkeys
8/17/99
SEE S
HEET 10
-R17
4- STA. 46+
50
MA
TC
HLIN
ESEE S
HEET 9
-R274- STA. 22+
00
MA
TC
HLIN
E
SEE SH
EET 79
MATC
HLIN
E -Y11
2- STA. 21+
50
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
FOR
TURNPIKE AUTHORITY
THE NORTH CAROLINA
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 (919) 878-9560
NA
D 83
SEE S
HEET 10
-L- STA. 19
1+00
MA
TC
HLIN
E
SEE SH
EET 9
-R574- STA. 21+
00
MA
TC
HLIN
E
SEE SHEET 11
-SR2- STA. 17+50
MATCHLINE
SEE SHEET 11
-L- STA. 19
9+
00
MATC
HLIN
E
15+00
20+00
195+0
0
15+00
20+00
15+0
0
20+00
50+00
55+00
B-77
TYPE
15+00
20+00
195+0
0
15+00
20+00
15+0
0
20+00
50+00
55+00
B-77
TYPE
10+00
15
CR
CR
F
F
F
F
F
F
F
C
C
F
F
F
F
F
C
F
C
F
F
F
F
F
F
F
F
SITE 7
PW
M
PWM
PFH
PWM
PWM
GV
GV
GV
GV
OF 267PERMIT DRAWING
ENGLISHWETLAND
DENOTES FILL INF F
CLEARINGDENOTES MECHANIZED*
**
*
**
*
**
*
*
SHEET 34
2GI 2GI-D
15" RC
P-III
15" RCP-IV
REMOVE
REMOVE
REMOVE
SYSTEM
REMOVE
SEE DETAIL I
MEDIAN V DITCH
2GI
2GI
2GI
15" RC
P-III
SEE DETAIL VLATERAL V DITCH
18" RCP-III
18" RCP-III
18" RCP-III
15" RCP-III
15"
RC
P-III
2GI
2GI
2GI
W/ 11 SY FIL FAB
3 TONS CL B RIPRAP
15" RC
P-III
SEE DETAIL VLATERAL V DITCH
CB
15"
RCP-III
15" RCP-IV
CBCB
15" RC
P-III
18" RCP-III
REMOVE
REMOVE
24"
SEE DETAIL V
LATERAL V DITCH
SEE DETAIL V
LATERAL V DITCH
SEE DETAIL V
LATERAL V DITCH
PSRM
Page 10
CA
N
CAN
S
S
S
S
S
S
S
S
S
S
WA
LL
FLAGPOLE
GATE
GATE
GATE
SSMH
WOODS
WOODS
BST
BST
18" C&G
18"
C&
G
4'
CHL
W/LT
GUY
GR
W/LT
6' C
HL
CONC
CONC
GR
1 S F MTL BUS
SHELTER
TENT
BST
6'
CHL
6'
CHL
POSTS
WOOD
BST
BST
6'
WD
W/ SAT. DISH
IRON POST
(STORAGE)
1 S F D
1 S BK D
1 S F D
1 S BK BUSSOIL
SOIL
PLANTER
LP
LP
1 S BK BUS
LP
S
MAILBOX
W/
CH
AIN
WO
OD P
OS
T
4'
CHL
4' CHL
LP
W/LT
GUYBST
FLAGPOLES
CONC
1 S BK BUS
BST
BST
W/LT
GUY
S
6'
CH
L
& 1S
BW
6'
CH
L
&
1SB
W
TR
LP
GR
GUYS
T
PO
ST
S
3'
MT
L
PO
ST
S
3'
MT
L
CONC
CONC
1 S BLK BUS
POSTS
3' MTL
1 S F MTL BUS
1 S F MTL BUS
BST
BST
BST
1 S BK BUS
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
LP
LP
PLANTER
BST
1 S BK D
CONC
POSTS
4'
MTL
POSTS
3'
MTL
POSTS
3'
MTL
LP
CANOPY
MTL
CANOPY
MTLCANOPY
MTL
CANOPY
MTL
6'
CHL
& 1S
BW
LP
1 S BK BUS
CANOPY
MTL
POSTS
2'
MTL
CONC
BST
LP
BST
US 74 BST
US 74 BST
WELL
SSMH
SSMH
WELL
CO
NC
599.0
7'
233.3
6'
91.42'
232.0
9'
482.18'
24.3
7'
403.9
8'
522.8
0'
601.62'
639.11'
EIP
EIP
EIP
EIP
EIP
EIP
350.8
5'
196.2
9'
EIP
EXISTING R/W
EXISTING R/W
EXISTING R/W
97
115
40' IN
GRESS E
GRESS E
ASE
ME
NT
ST
ALLIN
GS T
OW
N LIMIT
S
UNIO
N C
OU
NT
Y
8" PVC FM
8" PVC FM
8" PVC FM
8" PVC FM
16" AC
16" AC
16" AC
16" AC
W
8" PVC
8" PVC
8" PVC
8" PVC
8" PVC
8" PVC
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
T
12" CMP
12" CMP
15" CMP
15" CMP
15" CMP
18" CMP
8" CMP
15" RCP
EXISTING R/W
6' VINYL
6' VINYL
DI
DI
118
LIVING TRUST
THE HELEN T GRIFFIN
DB 3651 PG 692
94
95
LIVING TRUST
THE HELEN T GRIFFIN
DB 3651 PG 692
DB 339 PG 514
C. STEVE CLARDY
119
RUBY HARGETT MCLEOD
AND WIFE,
ARCH MAX MCLEOD
DB 390 PG 385
JLD PROPERTIES, LLC
DB 3248 PG 177
117
JLD PROPERTIES, LLC
DB 3248 PG 177
116
CASCADES, LLC
DB 1273 PG 241
KATHERINE C.
AND WIFE,
GENE A. OXENDINE
DB 270 PG 720
114
DB 845 PG 171
MAHNAZ H. TAYEBI
ABOLFAZL TAYEBI AND WIFE,
113
JUDY R. MOORE LITTLE
094E PG 228
JOSEPH E. SMITH
DB 733 PG 574
112
TH023
TH024
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
10R-3329 / R-2559
9/29/2014
R:\
Hydraulics\
PE
RMIT
S_
Environ
mental\
Dra
wings\
Section1\
R3329_
R2559_
HY
D_P
RM
_W
ET_P
SH010_con.d
gn
Fkeys
8/17/99
SEE S
HEET 10
-R17
4- STA. 46+
50
MA
TC
HLIN
ESEE S
HEET 9
-R274- STA. 22+
00
MA
TC
HLIN
E
SEE SH
EET 79
MATC
HLIN
E -Y11
2- STA. 21+
50
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
FOR
TURNPIKE AUTHORITY
THE NORTH CAROLINA
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 (919) 878-9560
NA
D 83
SEE S
HEET 10
-L- STA. 19
1+00
MA
TC
HLIN
E
SEE SH
EET 9
-R574- STA. 21+
00
MA
TC
HLIN
E
SEE SHEET 11
-SR2- STA. 17+50
MATCHLINE
SEE SHEET 11
-L- STA. 19
9+
00
MATC
HLIN
E
15+00
20+00
195+0
0
15+00
20+00
15+0
0
20+00
50+00
55+00
B-77
TYPE
15+00
20+00
195+0
0
15+00
20+00
15+0
0
20+00
50+00
55+00
B-77
TYPE
10+00
15
CR
CR
F
F
F
F
F
F
F
C
C
F
F
F
F
F
C
F
C
F
F
F
F
F
F
F
F
SITE 7
PW
M
PWM
PFH
PWM
PWM
GV
GV
GV
GV
OF 267PERMIT DRAWING
ENGLISH
SHEET 35
WETLANDDENOTES FILL INF F
CLEARINGDENOTES MECHANIZED*
**
*
**
*
**
*
*
2GI 2GI-D
15" RC
P-III
15" RCP-IV
REMOVE
REMOVE
REMOVE
SYSTEM
REMOVE
SEE DETAIL I
MEDIAN V DITCH
2GI
2GI
2GI
15" RC
P-III
SEE DETAIL VLATERAL V DITCH
18" RCP-III
18" RCP-III
18" RCP-III
15" RCP-III
15"
RC
P-III
2GI
2GI
2GI
W/ 11 SY FIL FAB
3 TONS CL B RIPRAP
15" RC
P-III
SEE DETAIL VLATERAL V DITCH
CB
15"
RCP-III
15" RCP-IV
CBCB
15" RC
P-III
18" RCP-III
REMOVE
REMOVE
24"
SEE DETAIL V
LATERAL V DITCH
SEE DETAIL V
LATERAL V DITCH
SEE DETAIL V
LATERAL V DITCH
PSRM
Page 11
-BL-2 PIN
C 22+75.5
9
-B
L-3 PIN
C 27+12.10
RIPRAP
PILES
PILES
S
WALL
WA
LL
WALL
WA
LL
WALL WALL
GATE
GATE
GATE
GATE
GATE
GATE
W/LT
GU
YS
RAP
RIPRAP
RIP
8'C
HL
&
1SB
W
8'CHL & 1SBW
1 S BK BUS
BST
BS
T
BST
1 S BK BUS
1 S BK BUS
1 S BK BUS
24" C
&G
24" C
&G
24" C
&G
24" C
&G
CONC
W/ IR
ON S
TE
PS
CO
NC P
AD
BST
BST
18" C
&G
18" C
&G
18" C
&G
18" C&G
18" C&G
18" C
&G
18" C&G
BO
LL
AR
DS
8'C
HL
8'CHL
8'CHL
BOLLARDS
BOLLARD
CONC
LP
BS
T
BS
T
18" C&G
18" C&G
18" C
&G
WO
OD
S
WOODS
WOODS
WOODS
VALVE
CONTROL
IRRIGATION
CONC
CONC
CONC
CONC
PILES
ROCK
LP
UNITS
A/C
HO
US
EW
EL
L
BO
LL
AR
DS
BO
LL
AR
DS
BO
LL
AR
DS
PREVENTER
BACK FLOW
ST
EPS
MET
AL
8' CHL
6' C
HL
&
1SB
W
6' CHL & 1SBW
LP
BOLLARDS
BOLLARDS
W/ TANKS
CONC
6' C
HL
&
1SB
W
GR
SPILLWAY
CONC
HW
BST CONC
CONC
18" C
&G
6' C
HL & 1S
BW
6' CHL & 1SBW
6'
CHL
& 1S
BW
RP
Z
RP
Z
SS
MH
SS
MH
SS
MH
RP
ZR
PZ
WM
(2) R
PZ
10'X70'SIGHT TRIANGLE
10' UTILITY EASEMENT
10' U
TILIT
Y
EA
SE
ME
NT
10' UTILITY EASEMENT
236.
82'
179.69'
363.9
1'
419.14'
529.5
1'
EIP
EIP
10' UTILITY EASEMENT
10' U
TILIT
Y
EAS
EM
EN
T
EIP
EIP
30.4
5'
265.8
2'
238.43'
234.90'
82.7
4'
33.7
2'
286.3
0'
332.67'
22.6
6'
350.49'
EIP
EIP
EIP
EIP
DB 390 PG 385
6.77'
76.0
2'
81.4
4'
65.2
4'
74.3
4'
145.2
0'
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
DB 973 PG 744
EXIS
TIN
G
R/
W
628.57'123
EXIS
TIN
G
R/
W
CM
127
(LIFE ESTATE)
PEGGY C WILLIAMS
AND SHERRI W. MULLINS
MICHAEL SCOTT WILLIAMS
315.3
6'
376.74'
RUBY HARGETT MCLEOD
AND WIFE,
ARCH MAX M
CLEOD
122
356
125
SMITH PROPERTIES II, LLC
PB G PG 884
DB 1819 PG 588
CLOT
HES LIN
E
UGE
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
2" PVC
8" PVC
8" P
VC
8" P
VC
8" P
VC
8" P
VC
8" P
VC
8" P
VC
8" P
VC
8" P
VC
2" P
VC
2" P
VC
T
C
C
T
CT
CT
C
24" R
CP
24" R
CP
24" RCP
30" R
CP
24" RCP
30" R
CP
30" RCP
S
36" R
CP
36" R
CP
8" P
VC
15" R
CP
18"
RCP
18" RCP
24" RCP
S
15" RCP
15" R
CP
18" R
CP
18" R
CP
24" RCP 24" RCP
15" CMP
S
S
15" C
MP
15" CMP
15" CMP
15"
CM
P
15" C
MP
18" R
CP
24" C
MP
15" R
CP
15" R
CP
15" R
CP
HW/W
W
24" R
CP
18" HDPE
CB
CB
DI
CB
CB
DI
DI
DI
DI
DI
DI
DI
DI
DI
2CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
2CB
CB
CB
CB
CB
CB
DMH
DMH
DMH
DMH
DI (RISER)
DI
WOODS
SHE
RIN LN 16' B
ST
UNIO
N
BLV
D 24' B
ST
STEPHANIE S. GRETZ
AND WIFE,
HARRY S. GRETZ
PC G FILE 172
DB 1445 PG 204
357
PB G PG 172
DB 468 PG 587
LIMITED PARTNERSHIP
LANDMARK/OVERTERRA II
#88, LLC,
PROPERTIES
SCANNELL
PB K PG 74
DB 4664 PG 610
121
PROPERTIES LLC
BEADLES
PC I PG 315
DB 3570 PG 780
120
124
PB G PG 172
DB 5232 PG 578
K5 INVESTMENTS, LLC
LTD PARTNERSHIP
LANDMARK/OVERTERRA II
PC G FILE 172
1 S
BK
BUS
24" C
&G
18" R
CP
IB PROPERTY HOLDINGS, INC.
DB 5364 PG 855
TH028
TH029
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
.02
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
11R-3329 / R-2559
9/29/2014
R:\
Hydraulics\
PE
RMIT
S_
Environ
mental\
Dra
wings\
Section1\
R3329_
R2559_
HY
D_P
RM
_W
ET_P
SH011.d
gn
Fkeys
8/17/99
MA
TC
HLIN
E -L- STA. 213
+00 SEE S
HEET 12
-L- STA. 19
9+
00 SEE SH
EET 10
MATC
HLIN
E
NA
D 83
SEE
SHEE
T 81
MATCHLIN
E
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
FOR
TURNPIKE AUTHORITY
THE NORTH CAROLINA
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 (919) 878-9560
SEE S
HEET 10
-SR2- STA. 17
+50
MA
TC
HLIN
E
200+00
205+00 210+00
10+00
15+00
200+00
205+00 210+00
10+00
OVERHEAD SIGN
15+00
20+00
CR
CR
CR
CR
CR
CR
F
F
F
C
C
C
F
F
C
C
CF
CF
F
C
C
C
C
C
CF F
FF
F
C
FC
C
C
C
F
SITE 7
W011
GV
GV
PF
H
OF 267PERMIT DRAWING
ENGLISH
WETLANDDENOTES FILL INF F
CLEARINGDENOTES MECHANIZED*
**
*
**
*
**
*
* SHEET 36
SYSTEM
RETAIN
SYSTEM
RETAIN
RE
MO
VE
RE
MO
VE
REMOVE DI
RE
MO
VE
SYSTEM
RETAIN
REMOVE
30" RCP-III
30" RC
P-III
30" RC
P-III
24"
RCP-III
18" RCP-III
2GI
2GI
CB
OTCB15" RC
P-III
2GI
2GI
To JB w/MH
Conv. CB
SEE DETAIL D
LATERAL BASE DITCH
FS
FS
FS
FS
2GI
18" RCP-III
24" RCP-III
2GI18" RCP-III
DRAIN
TO
GRADE
OF 24" RCP
REMOVE 50'
RETAIN
To JB w/MH
Conv. CB
30" RC
P-III
SEE DETAIL B
LATERAL V DITCH
RE
MO
VE
RE
MO
VE
w/MH
JB
SEE DETAIL B
LATERAL V DITCH
RETAIN
RETAIN
SEE DETAIL D
LATERAL BASE DITCH
Page 12
-BL-2 PIN
C 22+75.5
9
-B
L-3 PIN
C 27+12.10
RIPRAP
PILES
PILES
S
WALL
WA
LL
WALL
WA
LL
WALL WALL
GATE
GATE
GATE
GATE
GATE
GATE
W/LT
GU
YS
RAP
RIPRAP
RIP
8'C
HL
&
1SB
W
8'CHL & 1SBW
1 S BK BUS
BST
BS
T
BST
1 S BK BUS
1 S BK BUS
1 S BK BUS
24" C
&G
24" C
&G
24" C
&G
24" C
&G
CONC
W/ IR
ON S
TE
PS
CO
NC P
AD
BST
BST
18" C
&G
18" C
&G
18" C
&G
18" C&G
18" C&G
18" C
&G
18" C&G
BO
LL
AR
DS
8'C
HL
8'CHL
8'CHL
BOLLARDS
BOLLARD
CONC
LP
BS
T
BS
T
18" C&G
18" C&G
18" C
&G
WO
OD
S
WOODS
WOODS
WOODS
VALVE
CONTROL
IRRIGATION
CONC
CONC
CONC
CONC
PILES
ROCK
LP
UNITS
A/C
HO
US
EW
EL
L
BO
LL
AR
DS
BO
LL
AR
DS
BO
LL
AR
DS
PREVENTER
BACK FLOW
ST
EPS
MET
AL
8' CHL
6' C
HL
&
1SB
W
6' CHL & 1SBW
LP
BOLLARDS
BOLLARDS
W/ TANKS
CONC
6' C
HL
&
1SB
W
GR
SPILLWAY
CONC
HW
BST CONC
CONC
18" C
&G
6' C
HL & 1S
BW
6' CHL & 1SBW
6'
CHL
& 1S
BW
RP
Z
RP
Z
SS
MH
SS
MH
SS
MH
RP
ZR
PZ
WM
(2) R
PZ
10'X70'SIGHT TRIANGLE
10' UTILITY EASEMENT
10' U
TILIT
Y
EA
SE
ME
NT
10' UTILITY EASEMENT
236.
82'
179.69'
363.9
1'
419.14'
529.5
1'
EIP
EIP
10' UTILITY EASEMENT
10' U
TILIT
Y
EAS
EM
EN
T
EIP
EIP
30.4
5'
265.8
2'
238.43'
234.90'
82.7
4'
33.7
2'
286.3
0'
332.67'
22.6
6'
350.49'
EIP
EIP
EIP
EIP
DB 390 PG 385
6.77'
76.0
2'
81.4
4'
65.2
4'
74.3
4'
145.2
0'
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
DB 973 PG 744
EXIS
TIN
G
R/
W
628.57'123
EXIS
TIN
G
R/
W
CM
127
(LIFE ESTATE)
PEGGY C WILLIAMS
AND SHERRI W. MULLINS
MICHAEL SCOTT WILLIAMS
315.3
6'
376.74'
RUBY HARGETT MCLEOD
AND WIFE,
ARCH MAX M
CLEOD
122
356
125
SMITH PROPERTIES II, LLC
PB G PG 884
DB 1819 PG 588
CLOT
HES LIN
E
UGE
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
2" PVC
8" PVC
8" P
VC
8" P
VC
8" P
VC
8" P
VC
8" P
VC
8" P
VC
8" P
VC
8" P
VC
2" P
VC
2" P
VC
T
C
C
T
CT
CT
C
24" R
CP
24" R
CP
24" RCP
30" R
CP
24" RCP
30" R
CP
30" RCP
S
36" R
CP
36" R
CP
8" P
VC
15" R
CP
18"
RCP
18" RCP
24" RCP
S
15" RCP
15" R
CP
18" R
CP
18" R
CP
24" RCP 24" RCP
15" CMP
S
S
15" C
MP
15" CMP
15" CMP
15"
CM
P
15" C
MP
18" R
CP
24" C
MP
15" R
CP
15" R
CP
15" R
CP
HW/W
W
24" R
CP
18" HDPE
CB
CB
DI
CB
CB
DI
DI
DI
DI
DI
DI
DI
DI
DI
2CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
2CB
CB
CB
CB
CB
CB
DMH
DMH
DMH
DMH
DI (RISER)
DI
WOODS
SHE
RIN LN 16' B
ST
UNIO
N
BLV
D 24' B
ST
STEPHANIE S. GRETZ
AND WIFE,
HARRY S. GRETZ
PC G FILE 172
DB 1445 PG 204
357
PB G PG 172
DB 468 PG 587
LIMITED PARTNERSHIP
LANDMARK/OVERTERRA II
#88, LLC,
PROPERTIES
SCANNELL
PB K PG 74
DB 4664 PG 610
121
PROPERTIES LLC
BEADLES
PC I PG 315
DB 3570 PG 780
120
124
PB G PG 172
DB 5232 PG 578
K5 INVESTMENTS, LLC
LTD PARTNERSHIP
LANDMARK/OVERTERRA II
PC G FILE 172
1 S
BK
BUS
24" C
&G
18" R
CP
IB PROPERTY HOLDINGS, INC.
DB 5364 PG 855
TH028
TH029
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
.02
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
11R-3329 / R-2559
9/29/2014
R:\
Hydraulics\
PE
RMIT
S_
Environ
mental\
Dra
wings\
Section1\
R3329_
R2559_
HY
D_P
RM
_W
ET_P
SH011_con.d
gn
Fkeys
8/17/99
MA
TC
HLIN
E -L- STA. 213
+00 SEE S
HEET 12
-L- STA. 19
9+
00 SEE SH
EET 10
MATC
HLIN
E
NA
D 83
SEE
SHEE
T 81
MATCHLIN
E
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
FOR
TURNPIKE AUTHORITY
THE NORTH CAROLINA
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 (919) 878-9560
SEE S
HEET 10
-SR2- STA. 17
+50
MA
TC
HLIN
E
200+00
205+00 210+00
10+00
15+00
200+00
205+00 210+00
10+00
OVERHEAD SIGN
15+00
20+00
CR
CR
CR
CR
CR
CR
F
F
F
C
C
C
F
F
C
C
CF
CF
F
C
C
C
C
C
CF F
FF
F
C
FC
C
C
C
F
SITE 7
W011
GV
GV
PF
H
OF 267PERMIT DRAWING
ENGLISH
SHEET 37
WETLANDDENOTES FILL INF F
CLEARINGDENOTES MECHANIZED*
**
*
**
*
**
*
*
SYSTEM
RETAIN
SYSTEM
RETAIN
RE
MO
VE
RE
MO
VE
REMOVE DI
RE
MO
VE
SYSTEM
RETAIN
REMOVE
30" RCP-III
30" RC
P-III
30" RC
P-III
24"
RCP-III
18" RCP-III
2GI
2GI
CB
OTCB15" RC
P-III
2GI
2GI
To JB w/MH
Conv. CB
SEE DETAIL D
LATERAL BASE DITCH
FS
FS
FS
FS
2GI
18" RCP-III
24" RCP-III
2GI18" RCP-III
DRAIN
TO
GRADE
OF 24" RCP
REMOVE 50'
RETAIN
To JB w/MH
Conv. CB
30" RC
P-III
SEE DETAIL B
LATERAL V DITCH
RE
MO
VE
RE
MO
VE
w/MH
JB
SEE DETAIL B
LATERAL V DITCH
RETAIN
RETAIN
SEE DETAIL D
LATERAL BASE DITCH
