HomeMy WebLinkAbout20210663 Ver 2_U-6018 Buffer Permit Drawings and Summary_20221110BUFFER IMPACTS PERMIT
1011 SCHAUB DRIVE, SUITE 100
RALEIGH, NC 27606
MI ENGINEERING
(919) 851-6606
FIRM PE NUMBER : P-0671
=
ADT
0
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
STATE
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
TYPE OF WORK:
0
9
/
0
8
/
9
9
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
00
2
7
-
S
E
P
-
2
0
2
1
10
:
4
8
N
:
\
N
C
H
y
d
r
o
\
M
17
0
3
5
_
U
-
6
0
18
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
IT
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
U
-
6
0
18
_
H
y
d
_
p
r
m
_
b
u
f
_
t
s
h
.
d
g
n
k
e
d
g
e
r
t
o
n
A
T
M
IE
N
G
0
1112
0
17
VICINITY MAP
RIGHT OF WAY DATE:
PROJECT ENGINEER
LETTING DATE:
0
ROADWAY DESIGN ENGINEER
NCDOT CONTACT:
SIGNATURE:
STATE PROJECT REFERENCE NO.
A
R
T
ME
N N
A
S
O H
D
E
P
T
O F TR A SPOR
T
T
I
O
N
T
A
T EOFNRT
C
A RO
LI
N
A
C
O
N
T
R
A
C
T
:
T
I
P
P
R
O
J
E
C
T
:
PROJECT DESIGNER
CLAUDETTE M.K. ROQUE, PE
50 25 50
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II
See Sheet 1B For Conventional Symbols
See Sheet 1A For Index of Sheets
100
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
502550
10 20
100
510
GUILFORD COUNTY
KAYLA M. POULOS, PE
NTS
2018 = 11,300
ADT 2040 = 12,600
K
=MPH50V
11
=D
=T
DUALS 4%)
MINOR ARTERIAL
55%
47163.1.1
R/W & UTL
END PROJECT
U-6018
BEGIN PROJECT
U-6018
25+00
(K
ERS
EY
V
A
LLEY
RD
)
-
Y3
-
S
R
115
4
U
-
6
0
1
8
(
O
L
D
W
E
A
N
T
R
O
A
D
)
-
Y
5
-
S
R
4
0
1
4
(BLU
EW
O
O
D
C
T)
-
Y7
-
SR
12
6
5
(MODLIN GROVE RD)
-Y8- SR 4066(LIBERTY RD)
-L- NC 62
U-6018
TO ARCHDALE
TO
C
L
IM
A
X
LOCATION:
(W
EA
N
T
RO
A
D
)
-
Y6
-
S
R
116
2
15+00 20+00 30+00 35+00
3
5
+
0
0 40+00
30+00
25+00
45+00
5
0
+
0
0
20+00
15
+
0
0
5
5
+
0
0
15+00
6
0
+
0
0
15+
00
1
5
+
0
0
2
0
+
0
0
25+00 20+00
15
+
0
0
15
+
0
0
80
+
0
0
7
5
+
0
0
15+
00
7
0
+
0
0
6
5
+
0
0 (WEANT RD)-Y9- SR 1162
6%*
*(TTST 2%
REGIONAL TIER
FUNCTION CLASS:
336-487-0075
DIV 7 - PROJECT DELIVERY TEAM LEAD
CHRIS SMITHERMAN, PE
2018 STANDARD SPECIFICATIONS
PE
CONST
LENGTH EXIST. STRUCTURE TIP PROJECT U-6018 = 0.075 MILES
TOTAL LENGTH ROADWAY TIP PROJECT U-6018 = 0.969 MILES
GRADING, PAVING, DRAINAGE, & SIGNALS
-L- STA. 26+70.00
BEGIN TIP PROJECT U-6018
-L- STA. 77+86.12
END TIP PROJECT U-6018
1-85 NB1-85 SB
LENGTH ROADWAY TIP PROJECT U-6018 = 0.894 MILES
ARCHDALEHIGH POINT
ARCHDALE
JAMESTOWN
A
RC
H
D
A
LE
H
IG
H
P
O
IN
T
JAMESTO
WN
ARC
H
D
ALE
EXISTING SIGNAL
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF ARCHDALE, JAMESTOWN, AND HIGH POINT
PROPOSED SIGNAL
4
5
6
7 8
9
10
11
(
F
AI
RFI
ELD
RD)
S
R
1
3
0
0/
N
C6
1
0
(A
LD
RID
G
E
RD
)
S
R
4
0
12
LO
N
G
VIEW
D
R
STA. 52+75.06
EXIST. BRIDGE
STA. 56+71.20
EXIST. BRIDGE
Phone: 919-872-5115 | www.rameykemp.com | NC License No. C-0910
5808 Faringdon Place Raleigh, North Carolina 27609
Prepared in the Office of:
SR 1154 (KERSEY VALLEY RD) AND SR 1162 (WEANT RD)
(MODLIN GROVE RD) AND THE REALIGNMENT OF
NC 610 (E. FAIRFIELD RD) TO EAST OF SR 4066
WIDENING OF NC 62 (LIBERTY RD) FROM EAST OF
1-85 SB
O
N
R
A
MP
-R
PB
-
1-85 SB OFF RAMP-RPA-
1-85 NB OFF RAMP-RPC-
1-85 NB ON RAMP-RPD-
+
47163.2.1
47163.3.1
MARCH 25, 2021
DECEMBER 20, 2022
-L- STA. 78+20.00
END CONSTRUCTION
THIS IS A PARTIAL CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS.
U/C
v v
v
v
v
v
v
v
v
v
v
v
v
v
v
vvvv
v
v
vv
v v
v
v
v
v
v
v
v
v
v
v
v
S
RAMP
WD
PLANTER
BK
BST
VAR.HT
BK WALL48" CONC
2SBKD
66" CONC
48" CONC
GR
S BK
W/LT
W
VAR.HTBK W ALL
STEPS
48" BK
CONC CONC
48" CONC
48" CONC
10' CONC72" CONC
STEPS
BK
CONC
BST
BST
BST
36" WD GRGR
CONC
15" RCP
15" RCP
15" RCP
15" RCP
9' BST
48' CHL
DK
1SBKD
60" CONC 17' CONC
GUTTER
CONC
SOIL
POLE
FLAG
WALL
18" BK
42" CHL
GATE
MTL
S
GR
SOIL
W
1SFD
36' BK
12" WD WALL
FOD
DI
BK
CONC
S
72" WD
BK
84" GR 1 1/2SFD
W
POLE
FLAG
10' BST
BST
STEPS
BK
G
BST CONC
W
1SBKD
DK
36" CONC
54" CONC
48" BK
&BK
CONC
GR
12" RCP
12" RCP
12" RCP
12" RCP
15" RCP
BST
13' BST
BST
W
BK
CONC
TANK
OIL
A/G
1S
BKD
MTLCOOP
CHICK
CONC
DK
TANK
PROPANE
A/
G
TANK ABAND
A/G OIL
ACCES
S
BAS
EMENT
CONC
36" BK
CARP
ORT
CARPORT
10' GR
1S
BKD
BK
CONC
BST
DK
1 1/2SBK
D
WB
K PL
A
NTER
BK PLANTER
C
O
NC
STEPS
CONC
8" HDPE
W
12' GR
GR
48" CONC
1SB
KD
BK
48" CHL
GATE
MTL
W/LT
C
O
NC
SWD
36" CONC
60" CONC
72" WDG
BST
1SBK
CHURCH
W
WOODS
1SFD
10' GR
POSTS
ONLY
POSTS ONLY
ONLY
POSTS
GR
12'
GR
LT
W
14' BST
GR
S
S
CARPORT
10' GR
10' GR
1SFDCONC STEPS
WD
W
48" CHL
GATE
MTL
12" C
MP
GR SOIL
1SFD
ACCESS
BASEMENT
SHED
CONC
STEPS
15" CMP
12" RCP
12' GR
12' GR
WOODS
48" CHL
GATES
(2) MTL
20' CONC
84" WD
CARPORTCONC
BST15" RCP
12" RCP
96" BST
1SBLKBUS
GR
W/LT WOODS
LT
12" RCP12
" CONC48" CONC
W/BASEMENT1SBKD
TANKA/G OIL
GR
W
CONC HW
3
0" R
CP
S
15" RCP
12" HDPE
GR
1SBKD
CONC
HWSTONE
15" RCP
CONC
42" CONC
POLEFLAG
1SFD
42" CONC
1SBKD
CONC
15" CMP
12" RCP
FOUNDNOTEND GR
10' CONC
42" CONC
1SBKD
DK
CONC
C
ONC
B
K
VAR.HT
BK
WAL
L
72" WD
1SBKD
1SFD
24" HDPE
GR
18" CONC
INV=80
7.9
7
12" RCPINV=8
0
3.
6
9
48" CHL
TREES
SCATTERED
42" CONC
11' BST18" RCP
15" RCP
12" RCP
HW
CONC
W/
FES
18" RCP
INV=806.74
CONC
11' CONC
12" HDPE
12" HDP
E
DI
DI
DI
DI
DI
SCATTERED
TREES
W/
LT
W/LT
PUMPSEPTIC
W
4" STONE WALL
CONC
BK
V
A
R.H
T
S
T
O
N
E
WA
L
L
W/BASEMENT1SBKD
STEPSBK
BST
BST
FOUNDEND NOT6" VCP
CARPORT
FIREPLACESTONE36"WD RAIL
CONC POSTS
36"WD RAIL W/
CONC
POSTS
36"WD
RAIL
W/
S
48"CHL
1SBKD
8
4"CHL
36"WD
30"BK
LT
12" RCPTOP=823.74
INV=816.98
INV=816.90
TOP=810.61
INV=804.89
INV=80
4.87
TOP=811.10
INV=80
3.51
INV=80
6.58
INV=809.23
TOP=810.9
4
TOP=808
.79 INV=80
6.39
INV=806.23
INV=805.60
TOP=807
.28
INV=808.01
TOP=810.42
INV=807.98
INV=808.14
INV=808.53
TOP=806.55
INV=803.51
INV=799.10
GR
GR
CARPORT
S
STEPS
WD RAMP
WD
LT
GR
G
R
W/WD POSTSPIGOT
GATES2-MTL
GATES2-MTL
GATES
2-
MTL
TANKS
3-SEPTIC
POLES
2-GUY
RAMP
WD
CONC
1SFBUS
12" RCP
36"WD INV=823.76
TOP=829.25
INV=823.89
INV=825.17TOP=831.80
W/LT
CARPORT
S
66"CHL
72"WD
1SBLKBUS
W
66"CHL
TREESSCATTERED
48"CHL
GATE
MTL
TOP=817.73
INV=810.27
8"PVC
8"PVC
8"PVC
8"PVC
8"PVC
8
"PVC
8
"PVC
8"PVC 8"PVC 8"PVC
TOP=820.6
8
INV=811.9
4
INV=812.08
INV=813.59
INV=8
13.7
7
TOP=823
.80
TOP=826.64
SIG
SIG
18" RCP
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
1SBKD
48" CONC
18' CONC
12" RCP
GR
36"CHL
GATES
2-MTL
BRIDGEWD
PATIOCOVERED
W/LT
60"CONC
3
6"CONC
42"CONC
GR GR
BST
CAPS
9-TANK
U/
MTL CANOPY
1-ISL 2-GAS
PUMPS
CONC
1SBKBUS
CONC
CAP
VENT
S
MTL
LT
15" RCP
12" HDPE
VAR.HT
WD WALL
GR
GR
W/LT
DI BURIED
15" RCP
12" RCP
BST
BST
1SBKBUS
W/LT
CONC
CONC HW
INV=820.25
INV
BOX=8
2
3.
88
W/LT
1SFD
DK
48"WW
48"WW
W/L
T
CARPORT
11' GR
36"CO
NC
B
ASE
MENT
1SB
KD
W/
B
K
W
P
OST
L
AMP
W
W/LT
BST
10' BST
9' BST
CONC 54"CONC
2SBKD
48"C
ONC
G
42"BK
WALL
VAR.HT
WD
WALL
54"WW
&
1SBW
54"WW & 1SBW
54"WW & 1SBW
34"CONC
SIG
CONC HW
CONC HW
15" RCP
TOP=826.90
T
OP
=
8
2
6.7
7
TOP=825
.6
7
TOP=825
.6
6
10' BS
T
ABAND
BILL
BOARD
S
15" RCP
54"WW
&
1SBW
72" SOIL
11' GR
18
"
RC
P
W/LT
15" RCP
GR
9' GR
SCATTERED
TREES
WOODS WOODS WOODS
1SFD
STEPS
STONE
11' BST
12" HDPE 12" RCP INV=820.94
TOP=832.23
INV=821.10
8"PVC
10' BST
1SBKD
STEPS
BK
SCATTERED TREES
12" CMP
10
' GR
10' GR
W
36"CONC
1SFD
DK
36
"CONC
CARWASH
1SBLKBUS
CONC
LT
T
REES
SC
ATT
ERE
D
T
REES
SC
ATTE
RED
CANOPY
WD
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
1SFD
S
SW
WOODS
WOODS
WOODS
WOODS
SWD
WOODS
INV=827.96
TOP=839.95
MTL
M TL
MTL
MTL
MTL
MTL
48"CHL
WOODS
WOODS
48"CHL
48"CHL
48"CHL
WOODS
WOODS
RAP
RIP
WOODS
WOODS
WOODS
BRUSH BRUSH
LT
48"CHL
48"CHL
48"CHL
LT
BST
BST
LT
W/LT
GR
GR
GR
DIDIDI
DI15" RCP
18" RCP 18" RCP
18" RCP
INV=828.27
S
WD GATES
2-MTL
72" CHL
72" CHL
GATE
MTL
CONC
GATES
2-MTL
U/MTL CANOPY
4 GAS PUMPS
4-ISL'S
1SBLKBUS
12" BLK WALL
SPIGOT
PUMP
AIR
CONC
GR
CONC
S
MTL
CONC
CONC
W/LT INV=NO ACCESS INV=NO ACCESS
BST
BST
BST
DI
BRUSH
SIG
W/SIG
MTL
MTL
15" RCP
15" CMP
15" HDPE
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
48"WW
48"WW
48"WW
CONC DEBRISCOVERED W/POSSIBLE DI
LT
GR
GR
WOODS
WOODS
WOODS
BRUSH
BRUSH
CONSTRUCTION
UNDER
SIG
B
RUS
H
WOODS
ON POLEW/CABINET
WOODSWOODS
BRUS
H
BRUSH
W/ CABINET
CAMERA POLE
GR
BRUSH
GR
GR
GR
GR
MTL
MTL
MTL
MTL15" RCP
15" RCP
CONC
CONC
LT
OVERHE
A
D
MTL SIGN
MTL
MTL
15" RCP
15"
R
CP
GR
GR
GR
BK PORCH
DILAPIDATED
48"CONC
TANK
U/G
OIL
ABAND
LT
RUINS
B
S
S
ABAND
1SBKDW
GR
W
36'WW & 1SBW
WOODS
BRUSH
WOODS
36"WW & 3SBW
2-WD GATES
S S
S
72"CHL
72"CHL
WOODS
S
LT
W
TANK
A/G OIL
1S
FD
LDSC
DK
11' GR
12" RCP
W
12" RCP16' GR MEMORIAL/
BURIAL
VAR.HT
BK
WALLS
36"CONC
36"CONC
72"CONC WALL
MEMORIAL/BURIAL
48"CHL
GR
12" RCP
VAR.HT
CONC
WALL CONC
12' BST15" RCP
BST
13' GR
15' GR
WOODS
BRUSH
18" STL
10" GR
12" RCP
W
GR 11' GR
DK1SFD
1SBKD
36
"BK
13' GR
15" RCP
18" RCP
INV=837
.28
INV=836.42
12" RCP
24" RCP
12' GR
DI
6
" DI
48"CONC
DK
1SBKD
LT
TANK
U/
G
OIL
TANK
A/
G
OIL
LT
HW
CONC
HW
CONC
INV=820.38
INV=819.68
BRUSH
36"CONC
INV=805.77
12" HDPE
FOUND
END NOT
6
" P
VC
15" RCP
DI
15" RCP
12" RCP
GATE
MTL
42"CHL
24"CONC
W
12
" C
MP
S
B
WOODS
BRUSH
BRUSH
12" RCP
26' BS
T
37' BST
7' GR
W
DI
W
W
W
W
W
W
DI
12" RCP
18" RCP
18" RCP
24" RCP
12" HDPE
JB
POSSIBLE
LT
W/SIG
GR
GR
GR W/SIG
SIG
60"CHL
60"CHL
BRUSH
WOODS
48"WD
W/BASEMENT
1SBKD
CARPORT48"CONC
GR
ABAND
1 1/2SFD
WOODS
GR
GR/
S
OIL
15" CMP
W/FES
W/FES
15" CMP
W/FES
W/FES
SOIL
15" CMP
W/FES
W/FES
BRUSH
WOODS
18" RCPINV=811.88
INV=811.58
48"WW DILAPIDATED
POLE
GUY
15" RCP
END UNKNOWN
WOODS
BRUSH
WOODS
HWWD
HWWD
15" RCP
HWWD
HWWD
15 " RC P
VAR.HT
STONE WALL
GR
WOODS
48"WD RAIL 15"BK
VAR.HT
BK WALL
54"WD
1 1/2SBK /FD48"CONC
GR
GR
10' BST
15" RCP
GA T EMTL48"CHL
W 1SBK/FD
42"CONC
BST
WOODS
WOODS
CO LUM NBK
COLUMN
BK
SMTL
GAT
ES
2
-
MT
L
16' BST
15" RCP
BRUSH
BRUSH
HW
CONC
HW
CONC
INV=810.77
INV=811.06
S
SIG
W/LT
48"CHL
WOODS
BRUSH
SOIL
GATES
2-MTL
MTL
48"CHL
VAR.HTBLK WALL
24"C&G
BST
W/ANTENNAE
POWER PED
ABAND
BFP
VACUUM
24"C&G
S
MTL
RAP
RIP
18
"
RC
P
BST
BST
BST
BST
CONC
LTW/LT
CONC
WALL
78" BLK
CONC
4-TANK CAPS
U/MTL CANOPY
3-PUMPS
3-ISL'S
U/MTL CANOPY
5-PUMPS
5-ISL'S
CONC
PUMP
KEROSENE
CONC
CAPS
4-VENT
6-TANK CAPS
CONC FLUME
LT
18" RCP
RIP RAP
CONC FLUME
LT
LT24"C&G
CONC
CONC1SBLKBUS
60"CONC
CONC
CONC
TRAPS
2-GREASE
BST
LT
W/
F
E
S
INV
=8
3
6.
16
INV=834.53
HOUSE
PUMP
15" CMPW/FES
SHRUBS
TREES
TREES
SCATTERED11' CONC
CONC
15" CMP
15" CMP
W/BASEMENT
1SBKDBK
9'GR
48"CONC
W/FES
W/FES
W/FES
W/FES
W/BASEMENT
1SBKD
CONC
TANK
A/G OIL
12"BK WALL
WALL
30"BK
66"CHL
15" RCP
DILAPIDATED
DI
W/FES
15" RCP 12" HDPE
12" RCP
12" HDP
E
WOODS
72"WD
72"WD
3S ELEC
3S ELEC
3S ELEC
SWD
BRUSH
W/LT
3
S
EL
EC
3
S
EL
E
C
G
A
T
E
MT
L
W/LT
W
3S ELEC
SCATTERED TREES
ABAND
15" RCP
RAP
RIP
8'GR
W/BASEMENT
1SBKD
WD DK
WD RAMP
BK
BK 18' BST
DI
DI
WOODS
WOODS
WOODS
BRUSH
B
R
U
S
H
BRUSH
GUY
POLE
48"WW
&
1SBW
WOO
D
S
RUINS
R
UIN
S
RUINS
RUINS
4
8
"WW
&
1SBW
DIL
A
PIDAT
ED
W
HOUSE
PUMP
FOD
PRIVATE
ATURJB
v
W/BASEMENT
1SBKD
8" HDPE
CONC
CONC
12' BST
27'CONC
CONC
CONC
15" CMP
18" RCP
NO ACCESS
9'GR
INV=827.37
INV=821.73
TOP=832.12
INV=827.22
INV=827.14
21"RCP
21"RCP
INV=831.56
INV=831.16
INV=831.10
TOP=840.65
TOP=819.05
INV=811.04
INV=811.19
TOP=823.15
18" R
C
P
W/
F
E
S
W/F
ES
IN
V
=824.53
INV=820.58
WOODS
B
ABAND
1SF
D
WOODS
WOODS
ABAND
LT
RUINS
BRUS
H
W/FES
15" CMP
W/FES
RUINS
WOODS
WOODS
DILAPIDATED
48"WW & 2SBW
DILAPIDATED
48"WW
&
1SBW
WOODS
VAR.HT
BK WALL
WOODS
WOODS
WOODS
S
W/LT
48"CHL
60"CONC
W/BASE
MENT
1SBKD
U/42"C
HL
B
K
W
AL
L
V
A
R.
HT
VAR.HT
BK
WALL
W
B
ST
GAZEBO
C
O
N
C
W
48"CONC
W/BASEMENT1SBKD
BK ACCESS
BASEMENT
T
R
E
E
S
S
C
A
T
T
E
R
E
D
SCATTERED TREES
BST
12" RCP
DI12
"
RC
P
8'GR/SOIL
1SBKD
16' BST
12" RCP
VAR.HTBLK WALL
RAIL
36"WD LT1SBKD
1SBKD
BK BORDER
36" GR W/
CONC
15' BST
12" RCP
VAR.HT
BK WALLS
CONC
48"CONC
BK
36"CONC
66"CHL
CONC
12" RCP
END UNKNOWN
18' CONC
SWING
TREES
SCATTERED
POLE
FLAG
66"WD
CONC
1 1/
2SBKD
BK
42"CONC
GAZEBO
S
WD
WD
42"CONC
WD
BK
BK
S
WD
WD
42"CONC
PLANTER
CONC
LT
36"WD RAIL
GATEMTL
3S ELEC
48"WW
48"WW
1S ELEC & 2SBW
WW DILAPIDATED
12'
GR
8'GR
8'GR
15" RCP
12" RCP
12" RCP
15" CMP
1SFD
WD
3
6"CONC
15" RCP
WOODS
12" RCP
12" CMP
12" CMP
48"CHL
W
STEPS
MTL
1SFD
G
S
W
G
LT
1SFD 9' BST
BST
TANKS
2-SEPTIC
WOODS
BRUSH
12" RCP
30"CONC
GATE
MTL
54"CHL
72"CHL
FOUNTAIN WALL
12" STONE
W
W
1SFD
8' SOIL
60"CHL
1SFD
WD
BK
WD
LT
8'BST
TANK
OIL
A/G
TANK
OIL
A/G
W
36"CONC
ACCESS
BASEMENT
9' BST
1SBKD
36"CONC
10'BST
15" RCP
DI
DI
DI
DI
DI
DI
12" RCP 12" RCP
12" RCP 12" RCP
12" RCP 12" RCP
12" RCP
GR
GR
BS
T
RAMP36" MTL
GR
12" RCP
15" RCP
BST
NO ACCESS
G
BY1-
24
BY1-2
3
BST
GR
BST
BST
CONC
19' GR
LONGVIEW
DR
21' BST
SR
4012
ALDRIDGE
RD
23.5' BST
SR
4012
ALDRIDGE
RD
24.5' BST
NC 610 SR 1300 E
FAIRFIELD RD
BS
T
VARIES
NC 610 SR 1300 E FAIRFIELD RD 23.5' BST
NC 610 SR 1300 E FAIRFIELD RD BST VARIES
18' B ST
BST
SR 1154 KERSEY VALLEY RD 23' BST
SR
1154
KERSEY VALLEY RD
22.5' BST
SR
1154
KERSEY VALLEY RD 23' BST
I-85 SB RAMP 24.5' BST
BST
24.5' BST
I-85 SB RAMP 24' BST
I-85 NB RAMP BST VARIES
I-85 NB RAMP 23.5' BST
SR
4014
OLD
WEANT
RD
BST
VARIES
SR 1162 WEANT RD BST VARIES
SR 1162 WEANT RD 21.5' BST
SR 1265 BLUEWOOD CT 20' BST
SR
1265 BLUEWOOD CT BST VARIES
SR 4066 MODLIN GROVE RD 19' BST
SR 4066 MODLIN GROVE RD 18' BST
NC 62 25.5' BST
NC 62 22.5' BST
NC 62 BST VARIES
NC 62 23' BST
NC 62 41.5' BST
NC 62 29' BST
6" CU RB6" CURB
6" CURB
26' BST
WIN
D
H
AVE
N
CT
I-85 NB RAMP 25.5' BST
I-85 NB RAMP 24.5' BST
C
O
N
C IS
L
CONC ISL
CONC ISL
CONC ISL
CONC ISL
CONC ISL
CONC ISL
CONC ISL
CONC ISL
ISL
CONC
CONC
CONC
CONC
CONC BRIDGE
CONC BRIDGE
42" EXPRESSWAY CURB
42" EXPRESSWAY CURB
42" EXPRESSWAY CURB
NC 62 BST VARIES
NC 62 LIBERTY RD BST VARIES
NC 62 LIBERTY RD 28.5' BST
NC 62 LIBERTY RD 32.5' BST
NC 62 LIBERTY RD 24' BST
NC 62 LIBERTY RD 24' BST
NC 62 LIBERTY RD 23' BST
NC 62 LIBERTY RD 22.5' BST
I-85 SB RAMP BST VARIES
MORRIS ST
BY-22
BY-21
12" RCP
INV=814.7
4
INV=811.21
TOP=816.28
24" RCP
DI
DI
DI
INV=822.12
INV=822.03
INV=820.97
INV=819.32
BY7-31
U6018-GPS9
BL-19
BY8-33
BY8-32
U60
18-GPS10
BL-20
BL-18
INV=842.10
INV=840.62
INV=840.39
INV=818.52
INV=818.52
15" RCP
15" RCP
15" RCP 24" RCP
30" RCP
18" RCP
15" R
C
P
15" RCP
INV=818.75
INV=814.04
INV=813.9715" CMPINV=819.26
BY 4 -2 8
INV=808.41
INV=820.46 INV=820.78
BL-17
BL-16
BL-15
INV=822.30
INV=821.29
U60
18
-
GP
S8
U6018-GPS7
INV=792.89
INV=793.04
BL-13
BL-12
BL-14
BY4-29
BY3-27
BY3-2
6
BY3-2
5
15" RCP
INV=814.48
INV=813.76
INV=813.68
INV=816.55
INV=816.37
INV=816.97
CL INV=809.71
CL INV=805.64
21" RCP
21" RCP
21" RCP
TOP=847.39
TOP=847.23
TOP=820.52
TOP=846.52
TOP=847.00
TOP=827.32
TOP=827.59TOP=816.82
TOP=817.31
TOP=818.43
TOP=816.26
TOP=816.62
TOP=814.99
TOP=811.00
TOP=818.83
TOP=821.37
TOP=817.19
TOP=823.96
INV=813.35
INV=823.32
INV=824.75
INV=837.24
CL INV=840.10
CL INV=841.29
LT
LT
LT
LT
LT
HWCONC
INV=823.84
TOP=822.87
TOP=822.58
INV=810.11
18"RCP
DILAPIDATED
48"WW & 2SBW12" RCP 12" RCP
DI
12" RCP
BL-11
U6061-GPS5
U6061-GPS6
42"CONC
LT
LT
66"WD
LT
WD
INV=822.19
C ON C
CURB
42" EXPRESSWAY
-EL-
-EL-
-EL-
-EL-
-EL-
-EL-
-EL-
-E
L-
-EL-
-EY-
-E
Y-
-EY-
-
E
Y1-
-
E
Y1-
-
E
Y2
-
-
E
Y2-
-EL-
-E
Y3-
-
EY3
-
-
E
Y3
-
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
BENT
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
CONC
CONC
CONC
CONC
CONC
EIP EIP
CONC
EIP
EIP
EIP CONC
CONC
CONC
CONC
EIP
CONC
CONC
CONC
CONC
CONC
EIP
EIP
EIPEIPEIP
EIP
EIP
EIP
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
EIP
EIP
CONC
EIP
EIP
BROKEN
CONC
EIP
CONC
CONC
EIP
CONC
CO
NC
EIP
EIP
EIP
EIP
EIP
EIP
CONC
EIP
EIP
EIP
EIP
CONC
EIP
EIP
S 05°07'14" W
318.77'
S 74°21'09" E222.36'
S 74°23'16" E179.11'
S
04°19'38" W
216.73'
S 05°04'34" W
345.84'
NAIL
MAG
S 05°53'25" W1114.67'
S
05°49'21" W
1178.28'
S 13°13'12" W
221.48'
S 86°55'05" E
156.19'
S 17°32'16" W
222.98'
S 86°55'05" E
112.31'
S 86°55'05" E
264.17'
S
02°29'55" W
425.02'
S
00°59'35" E
17
7.6
7'
S 54°47'39" E
124.26'
EIP
N 15°40'06" E
176.77'
N 74°45'48" W175.00'
S 74°45'48" E50.00'
N 15°19'02" E
177.51'
N 15°14'12" E178.47'
EIP
N 16°25'35" E
137.41'
S 74°45'46" E86.51'
N 11°20'54" E
313.39'
S 74°40'52" E159.74'
S 75°26'29" E60.67'
N
04°14'51" E
131.70'
N 29°35'43" E
129.85'N
0
4°06
'52" E
300.63'
EIP
EIP
N 86°48'16" E
124.59'
S 88°59'43" E
299.53'
S 89°09'06" E
199.76'
S 89°10'39" E
102.27'
N
03°59'04" W
2
4.72'
N
02°30'18" E
74
.94'
N
03°03'13" E
79.9
9'
N 86°07'03" E
81.93'N 86°09'44" E
51.79'
N 86°09'44" E
85.05'N 86°09'44" E
82.64'
N
10
°0
5'3
1" W
2
2
5
.
88'
N
03°03'10" E
200.31'
N
02
°32'5
3" E
164.91'
N
01°19'41" E
262.24'
N 03°09'27" E
257.97'
N
04°06'30" E
304.60'
N 85°42'15" W
291.02'
N 85°43'12" W
294.37'
N 85°33'58" W
296.72'
N 84°42'22" W
149.89'
N 84°40'22" W
150.09'
N
0
4°17'45" E
100.00'
N
0
3°48'56" E
75.0
0
'
N
04°27'08" E
124.90'
N
04°56'10" E
95.92'
146.51'
S 80°33'18" E 150.19'
S
02°0
8'15" W
189.47'
N 83°58'41" E
115.48'
S 01°4
4'44" W
67.78'
S
01°44'44" W
155.75'
156.65'
N 19°18'29" E
324.49'
N 16°10'12" E
224.66'
S
04°33'23" W
99.09'
S
02°26'09" W
311.09'
EIP-R/
W
0.85'
EIP-R/
W
1.95'
R/
W-
EIP
10.46'
R/W-EIP 6.15'
R/
W-
EIP
6.37'
R/W-EIP 1.53'R/W-EIP 2.62'
EIP-R/
W
5.03'EIP-R/
W
5.42'
EIP-R/
W
2.48'
EIP-R/W 5.03'
EIP
-R/
W
16.52'
2.24'
R/W-EIP
4.93'
R/W-EIP
0.22'
R/W-EIP
5.86'
R/W-EIP
7.61'
R/
W-EIP
0.73'
R/W-EIP
0.25'
R/W-EIP
0
.15'
R/W-EIP
0
.
8
5'
EIP
-
R/
W
LORI S. SECHRIST, TRUSTEE
SHERRY A. SECHREST, TRUSTEE
AML IRREVOCABLE TRUST
DATED 12-16-2016
PB 9 PG 82
DB 7888 PG 1220
AHSAN ULLAH
PB 9 PG 82
DB 5734 PG 1411
MARY WHIPPLE
THOMAS L. WHIPPLE
PB 9 PG 82
DB 6983 PG 2716
VICTORIA OCMAND
JEFFREY L. OCMAND
PB 125 PG 46
DB 4566 PG 231
FARZANA ULLAH
AHSAN ULLAH
PB 125 PG 46
DB 7340 PG 2865
ATIQ U. RAHMAN
DB 6270 PG 539
JEANNIE F. PERRY
JOHN A. PERRY
DB 1962 PG 221
KATHY C. BURRIS
LOIS C. TAYLOR
BUDDY TAYLOR
DB 7288 PG 839
METHODIST CHURCH
NC CONFERENCE OF THE WESLEYAN
DB 2121 PG 445
METHODIST CHURCH
NC CONFERENCE OF THE WESLEYAN
NO DEED FOUND
DB 6640 PG 445
LAURA GOMEZ
FIDEL D. GOMEZ
DB 2262 PG 69
W. T. RUSH
W. F. RUSH
KEVIN D. PETERS
ANGELA S. PETERSDB 7756 PG 3090
JOHN T. HARDISON
DB 2662 PG 472
DB 8084 PG 301
BULLAND ZAMAN
WAJIA ZAMAN
DB 5214 PG 121
CHRISTINA T. SMITH
SAFINA RASHID
KHALID RASHID
DB 6627 PG 1491
SHAUN M. YATES
DB 7638 PG 2851
RICKIE L. BRADHAM
CHERYL BRADHAMDB 7527 PG 2483
DB 3377 PG 1083
LINDA A. TERRELL
LINDA A. TERRELL
DB 4107 PG 560
SHELBY J. GRANT
DB 2240 PG 473 WANDA C. McMAHANJOHN C. McMAHAN
PB 117 PG 95DB 4498 PG 1085
SAMUEL W. WOMBLE III
PB 133 PG 121DB 8063 PG 2257
P
AMELA
F
. CR
ANFORD
CRAIG
B. CRANFORD
PB
13
3
P
G
121
DB
4
9
8
5
PG
6
0
6
T
ERI L. BOS
HER
PB
12
0
PG
7
DB
5972
PG
2589
DIANNE C. BENSON
ROBERT L. BENSON
PB 25 PG 52
DB 6835 PG 2466
PEGGY
L. HAWKS
FRANKLIN
M. HAWKS
PB
2
5
PG
52
DB
2308
P
G
160
MELINDA
D. BUSICK
MIT
CHELL
D. BUS
ICK
PB
25
PG
5
2
DB
6652
PG
1731
MITZIE M. McCULLOUGH
PB 25 PG 52
DB 7538 PG 2092
ARSHAD KHAN
PB 25 PG 52DB 7947 PG 2031
REYES VENTURA
GERTRUDIS-VIGIL DE VENTURA
PB 25 PG 52
DB 7459 PG 1769
SESSOMS LAWN CARE MAINT. INC.
DB 7712 PG 2524
MOISES V. VIGIL
DB 6940 PG 1848
10' SANITARY SEWER EASEMENT
PB 120 PG 7
EIP
EIP
CONC
CONC
EIP
EIP
EIP
EIP
EIP
EIP
CONC
CONC
S 11°35'03" W
171.0
7'
N 73°30'55" W91.50'
N 16°29'05" E
170.09'
N 73°30'55" W109.31'
N 13°13'32" E200.51'
S 78°02'04" E
204.68'
S 78°27'52" E 206.36'
S 78°33'34" E
203.38'
S 59°50'35" E166.51'
S 11°36'30" W
159.15'
S 82°52'44" W
173.21'
N 78°19'07" W199.83'
N 78°21'42" W
200.09'
N 78°20'10" W200.13'
S 11°35'03" W
188.36'
S 11°35'03" W
190.05'
S 11°35'03" W
100.00'
S 11°35'03" W
100.00'
S 11°35'03" W117.69'
N 86°15'55" W
232.42'
N 13°09'35" E
126.18'
N
13°07'53" E
175.00'
N 13°07'53" E
100.04'
N 13°07'53" E
100.04'
N 13°07'53" E
91.48'
N 86°44'01" W
275.33'
DB 7539 PG 1894
JOEL K. AUMANPB 32 PG 87
DB 7872 PG 3047
BETTY L. INGRAM
DON L. INGRAM
PB 32 PG 87
DB 2155 PG 778
PB 32 PG 87
DB 7539 PG 1894
PATR
ICIA G. GRANT
ROBERT A. GRANT
PB 32 PG 87
DB 6157 PG 2611
CRAIG A. THOMAS
FAYE L. THOMAS
PB 32 PG 87
DB 7566 PG 2565
MARY K. DIEP
THANH DIEP
PB 32 PG 87
DB 5989 PG 2353
PB 32 PG 87
DB 8070 PG 1947
S 73°20'50" E
212.32'
PB 32 PG 87
DB 7920 PG 1631
ALIEEN REAVISPB 32 PG 87
DB 2217 PG 504 MANOLA C. ARPHAI
LILA PHAM
EIP
EIP
EIP
EIP
N 16°36'25" E
200.29'
S 73°28'51" E99.98'
S 73°28'51" E100.00'
S 73°28'51" E174.77'
S 73°28'51" E172.84'
N 16°31'03" E
200.01'
S 16°36'14" W
200.00'
N 03°04'03" E
205.67'
N 16°33'41" E
200.31'
S
02°07'48" W
186.99'
S 87°20'07" E
674.83'
N
03°04'44
" E
572.80'
S
0
2°40
'33" W
593.6
4'
N 87°19'57" W
83.64'
S 04°16'47" W164.46'
SIGRID E. WOODS
PERRY WOODS IIIDB 5819 PG 429
DB 6778 PG 979
HIGH POINT LLC
TRIAD PROPERTIES OF
DB 8139 PG 279
DB 1695 PG 127
MARTHA Y. SNYDER
DB 6059 PG 79
CLARENCE W. DAVIS
KIM TRAN
DB 5989 PG 2059
S
04°13'15" W
303.86'
N 86°15'48" W
231.23'
N
65°57'52" W369.55'
N 16°35'04" E
286.47'
EIP
EIP
N 86°18'56" W
309.08'N 86°35'49" W
387.97'
N
01°0
7
'15
" W
6
1.32
'
N 48°15'38" W
237.57'N
0
1°0
7
'15" W
72
.55'
N 59°26'46" E
53.61'
N 59°26'46" E
174.67'
N 37°56'24"
W
195.34'
EIP
CONC
EIP
N 86°15'55" W
194.39'
S 86°25'33" E
210.20'
N 87°11'19" W
527.83'
N 82°05'29" E
457.08'
N
16
°
2
1'
4
1" W
19
9.
4
4'
N 80°48'27" E
60.59'
S 77°41'12" E
106.48'S 16°21'41" E
24.50'
S
0
1°08'18" E
4
6
3.23'
N 77°41'12" W418.53'
S 87°11'19" E
325.56'
NAIL
PK
NAIL
PK
CONC
N 89°19'56" W
201.80'
N
07°27'54" E
200.41'
N 89°19'56" W
256.69'
S
0
2°5
3'39" W
298.41'
S
02
°53'39" W
120
.05'
S 89°47'06" E
272.77'
S 89°47'06" E
204.89'
N 89°40'51" W
488.91'
S
02°53'39" W
217.18'
S
00
°43'01" W
2
96.44'
N 86°09'30" W
369.62'
S
03°35'14" W
312.61'
PB 44 PG
99
DB
7584
PG 208
PAMELA
T. GAYER
FONDA
T. NEWBY
RUBY
S
. TUTTLE
LORRAINE
G. SHACKELFORD
CHARLES
A. SHACKELFORD
PB
44
PG 99
DB
3011 PG
392
DB
7935
PG 669
DB 2902 PG 173
DB 2902 PG 173
DB 7935 PG 669
CNJ INC
D
B
5
0
3
6
P
G
4
7
NANCY K. CECIL
BOBBY L. CECIL
SHIRLEY F. CECIL
ERVIN R. CECIL
DB 3730 PG 1990
PB 140 PG 75
DB 7591 PG 477
PB 140 PG 75
DB 6061 PG 722
CONC
LINDA SIKES
ROBERT E. SIKES
WILLIAM L. CORN
DB 7669 PG 2687
LINDA SIKES
ROBERT E. SIKES
WILLIAM L. CORN
DB 7669 PG 2687
N 16°33'38" E
194.97'
S 16°33'52" W
194.67'
S 73°26'08" E74.96'
S 73°26'08" E75.04'
N 16°51'32" E
350.63'
EIP
FARMERS & MERCHANTS BANK
DB 7323 PG 1568
DANA
R. SHEAFF
DOUGLAS
E. S
HEAF
F
PB
108
PG
37
DB
40
76
PG
1486
AMERICAN TOWERS INC
PB 66 PG 121
DB 6889 PG 544
CHAI KHAMHUANTHONG
ORATHAY MANHVONG
PB 176 PG 65
DB 6820 PG 1907
S 04°29'53" W
523.67'
N 85°28'34" W
522.66'
N 85°30'52" W
918.00'
N 85°30'18" W
395.75'
S 04°29'06" W
183.83'
S
0
4°45'0
8" W
280.18'
N 85°11'56" W
400.44'
N 84°55'08" W
418.70'
S 85°23'55" E
1183.65'
S 85°55'27" E
1062.36'
N
01°47'41" E
209
.61'
N
01°47'41" E
210.19'
S 83°22'07" E
208.21'
S 86°11'55" E 126.72'S 85°10'24" E
173.67'S 85°30'36" E
99.36'S 84°12'38" E
100.94'S 87°47'09" E
112.21'
S 85°28'22" E
116.57'S 85°35'01" E
92.36'
N
04°24'11" E
14.52'
S 04°47'05" W
31.35'S
76°57'07" E
78.0
8'
N
86°55'41" E
69.41'
EIP
CONC
S 83°13'42" E
300.61'
S 89°18'33" E
231.49'
S 04°15'40" W
40.16'
S 72°51'34" E
182.03'
S 01°45'59" W
146.35'
N 04°43'01" E
185.69'
N 09°45'21" E
395.43'
N 09°45'21" E
244.07'
S 11°18'40" W
361.98'
S 84°19'53" E
41.91'
N 05°40'06" E
140.65'
S 84°29'11" E
203.78'
S 84°29'11" E
130.55'
S 79°10'53" E
429.00'
S
0
1°49'07" W
170
.13'
N 89°19'00" E
100.10'
S 01°49'07" W
100.48'
S 01°4
9'0
7" W
292.81'
S
0
1°49'07" W
2
0
0.0
0
'
N 89°12'15" E 140.16'
N 03°19'07" E
200.00'
N 03°19'0
7" E
3
49.33'
N
02°48'19" E
124.84'
N
0
1°59
'27" E
116.0
0
'
S 88°03'13" E
209.79'
S
02°59'27
" W
95.35'
S
00°13
'53" E
106.92
'
N 88°39'38" W
216.06'
EMMA J. COX
PB 84 PG 77
DB 1822 PG 618
PHLLIS P. NANCE
ROGER C. NANCE
PB 84 PG 77
DB 2841 PG 192
REGINA
M. SMITH
DARRELL
J
. S
MIT
H
PB
84
PG
77
DB
2
9
5
4
PG
483
DEBRA A. HUNT
REGINA F. SMITH
PB 84 PG 77
DB 1346 PG 596
ADAM T. MOORE
RICHARD W. MOORE
STEVE A. MOORE
MARSHALL MOORE
PB 143 PG 43
DB 6796 PG 2831
STEPHEN HALL
LBD PROPERTIES LLC
PB 143 PG 43
DB 6772 PG 800
CONC
S
86
°33
'05" E
5
.98'
N
85°46'49" W
9.97'
S 85°46'49" E
173.13'
S 85°40'25" E
175.55'
NANCY CECIL
BOBBY L. CECIL
PB 159 PG 138
DB 2014 PG 411
NANCY CECIL
BOBBY L. CECIL
PB 159 PG 138
DB 6423 PG 982
S
01°49'0
7" W
173.16'
DB 1922 PG 692
ERVIN R. CECIL
ERVIN CECIL
BOBBY CECIL
BOBBY LEE CECIL TRUST
ERVIN R. CECIL
DB 895 PG 600
ERVIN CECIL
BOBBY CECIL
BOBBY LEE CECIL TRUST
ERVIN R. CECIL
ERVIN CECIL
BOBBY CECIL
BOBBY LEE CECIL TRUST
ERVIN R. CECIL
DB 895 PG 600
9.07'
R/
W-EIP
DB 4579 PG 92
DIANE A. MEREDITH REVOCABLE TRUST
FRED E. MEREDITH REVOCABLE TRUST
CLIFTON H. LAMD
SMITH & SHORE OIL CO.
PB 109 PG 65
PB 130 PG 62
DB 3682 PG 1275
JOE S. BYERLY
PB 130 PG 62
DB 4794 PG 1405
PK
NAIL
PB 193 PG
7
DB 7935 PG
669
TERRY R. NALL
PB
193 PG 7
DB
7952
PG 1495
LYNN S. HARRIS
REGINA S. McDOWELL
CLAYTON W. SHACKELFORD HEIRS
PB 44 PG 99
DB 2939 PG 721
LOIS FRA
ZIER
JERRY FRAZIER
DB 8379 PG 2077
D. H. GRIFFIN SR.PB 174 PG 68
DB 7321 PG 1572
PB 49 PG 26
DB 6467 PG 63
PROTECTIVE ASSOC. INC.
GUIL-RAND FIRE
MARCIA S. OTWELL
RODNEY E. OTWELL
PB 49 PG 26
DB 4732 PG 433
BRENDA S. HUFFMAN
TIMOTHY J. HUFFMAN
PB 49 PG 26
DB 2845 PG 171
N 64°21'13" W
270.66'
60.00'
EXISTING R/
W
EXISTING R/W
EXISTING R/W
EXISTING
R/W
R/W VARIES
60.00'
E
XIS
TING
R/
W
E
XIS
TING
R/
W
60.00'
EXISTING R/
W
EXISTING R/
W
100.00'
EXISTING R/W
EXISTING R/W
100.00'
EXISTING R/W
EXISTING R/W
S 86°21'42" E
110.50'
35.02'
R/W-EIP
R/
W-EIP
33.89'60.00'
EXISTING R/W
60.00'
EXISTING R/W
EXISTING R/W
N 26°07'50" W
199.92'
N 63°52'10" E
150.00'
N 63°52'16" E
305.24'
S 04°02'10" W
231.76'
S 26°07'50" E
200.13'
921 PROPERTIES LLC
PB 9 PG 82
DB 7566 PG 848
KIMBERLY L. DILLON
JOSEPH C. DILLON
KIMBERLY A. DILLON
THOMAS M. DILLON
PB 9 PG 82
DB 5416 PG 415
GARY D. BREWER
DB 8066 PG 1330
EIP
EIP
S 58°54'49" E
152.15'
S 56°22'37" E
133.00'
S 16°43'00" W
199.11'
N 19°40'56" E
237.01'
DB 7979 PG 2201
AARON T. OLLIS
JAMES A. SMITH
DB 2789 PG 873
TERRY R. NALL
DB 4224 PG 976
S
00°0
8'11" W
502.99
'
S
03°48'07" W
776
.48'
LINDA SIKES
ROBERT E. SIKES
WILLIAM L. CORN
DB 7669 PG 2687
EIP
EIP
PINE GROVE BAPTIST CHURCH
DB 3398 PG 43
GLADYS S. FOX
L. FRANKLIN FOX
PB 60 PG 102
DB 3398 PG 36
DB 3211 PG 89
NANCY K. CECIL
BOBBY L. CECIL
SHIRLEY F. CECIL
ERVIN R. CECIL
DB 3730 PG 1993
75.00'
60.00'
EXISTING R/W
EXISTING R/W
60.00'
EXISTING R/W
EXISTING R/W
60.00'
EXISTING R/W
EXISTING R/W
60.00'
EXISTING R/W
EXISTING R/W
105.00'
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
135.00'
60.00'
EXISTING R/W
EXISTING R/W
6
0.0
0'
EXISTING R/W
R/WEXISTING
60.00'
EXISTING R/
W
EXISTING R/
W
60.00'
EXISTING R/
W EXISTING R/
W
100.00'
EXISTING R/
W
EXISTING R/
W
100.00'EXIS
TING
R/
W
EXIST
ING
R/
W
60.00'
EXISTING R/W
EXISTING R/W
50.00'
EXISTING R/W
EXISTING R/W
E
XISTING
R/W
EXISTING
R/W
50.00'
5 0.00'
E
XISTING R/W
R/
W
E
XISTING
AXLE
DUC A. VO
PHUONG M. VO
DB 5515 PG 1766
60.00'
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
60.0
0'
R/
W
VARIES
60.00'
EXISTING
R/W
EXISTING
R/W
60.00'
EXISTING R/W
EXISTING R/
W
70.00'
EXISTING R/
W
EXISTING R/W
R/W
VARIABLE
S 85°12'12" E15.00'
EXIST
ING
R/
W
EXIS
TING
R/
W
60.00'
50.00'
R/W
PRIVATE
EXISTING
EXISTING
PRIVATE R/
W
EXISTING PRIVATE R/W
EXISTING PRIVATE R/W
-EY4A-
-EY4A-
-EY4B-
-EY4B-
-EY4 RAMPA-
-E
Y4 RAMPB-
-EY4 RAMPC-
-EY4 RAMP
C-
-E
Y4 RAMP
D-
-EY4 RAMPD-
-EY4 RAMPA-
-
E
Y5-
-
E
Y
5
-
-
E
Y6-
-EY6-
15.5' B
ST
S
R
4
0
14
OLD
WE
ANT
RD
-
EY7-
-
EY7--EY8-
-EY8-
TREES
SCATTERED
RCP15"
8" DI
VAR.HT
BK
WALLS
MEMORIAL/BURIAL
48"WW
DILAPIDATED
RAPRIP
R/W
EXISTING
48"BLK WALL
CONC STEPS
CONC
54"
BK
30"
TO ARCHDALE
TO DEAD
END
TO US HWY 311 (MAIN ST.)
TO
US
HWY 311 (MAIN
ST.)
TO KIVETT
DR.
TO GREENSBORO
TO LEXINGTON
TO DEAD END
TO CLIMAX
W/
FES
W/
FES
INV=INACCESSIBLE
INV=815.08
INV=823.89
15" RCP
INV=823.62
INV=823.13TOP=824.91
C
L IN
V=
8
15.9
0
CL INV=815.47
CL
INV=8
17
.7
0
CL
INV=8
19.17
CL INV=811.65
SIZE/TYPE
UNKNOWN
S
RECTIFIER
PROTECTION
CATHODIC
BFP
SIGS
NC GRID
NAD 83 NA 2011
SR
4013
LONGVIEW
DR
19.5' BST
S
R
4
012
ALDRI
DGE
RD
B
ST
VARI
E
S
I-85 NB BST VARIES
I-85 SB BST VARIES
CABINET
POWER
S
W/LT
158.23'
N0
4°0
6'33"E
N04°02'06"E
S04°06'33"W
GR
45"CONC JERSEY WALL
H
H
H
H
HH
HH
HH
HH
HH HH
HH
HH
HH
PLUG
4"PL
4"PL
4"PL
4"PL
TS
TS
STATION
BORDER
TS
PLUG
12"DI
12"PVC
12"DI
12"DI
PLUG
ARV
T
IN CONDUIT
IN CONDUIT
CABINET
POWER
12"DI
12"DI
12"DI
12"DI
12"DI12"DI
12"DI
12"DI
12"DI
4"PL
4"PL
4"PL
4"PL
12"STL
12"STL
12"STL
12"STL8"STL
8"STL
8"STL
4"PL
4"PL
4"PL
4"PL
4"PL
4"PL
4"PL 4"PL
IN CONDUIT
IN CO
N
DUIT
SERVICE
IN CONDUIT
IN CON
D
UIT
ABAND
ABAND
H
H H
H
EOI
2
"PL
EMPTY
T
HH
2"P
L
4"PL
12"DI
12"DI
12"DI
12"DI
12"DI
12"DI 12"DI
12"DI
12"DI
12"DI
6"AC
6"AC
12"DI
12"DI
12"DI
12"DI
IN CONDUIT
IN CONDUIT
IN CONDUIT
IN
CONDUIT
IN CONDUIT
IN CONDU IT
CONDUITIN
H
H
CABINET
PO
WER
ARV
18"DI
14"DI
18"DI
ACCESS
GROUND
ABOVE
STATIONVENT
VALVE
SERVICE
IN
C
O
ND
UIT
8"DI
ATTACHED UNDER BRIDGE
T
PLUG
UNDER BRIDGE
ATTACHED
UNKNOWN
S
IZ
E
AND
MATERIA
L
6"DI AATUR
6"DI AATUR
6"DI AATUR 12"DI
TO LEXINGTON
TO GREENSBORO
TO GREENSBORO
9-MTW
MTW
MTW
5-MTW
MTW
MTW
MTW
MTW
W
W (CLOSED)
;
;
;
;
;;;;
;
;
;
;
;
;
;;
;
;
;
;
;
;
;
;
;;
P
O
N
D
STREA
M
DISAPPEARING
STREA
M
DISAPPEARING
STREA
M
DIS
APPE
ARING
STREAM
DISAP
P
E
ARING
POND
POND
SPRING HEAD
APPARENT
SPRING HEAD
POSSIBLE
CITY
OF
ARCHDALE
(IN)
CITY
OF
ARCHDALE
(OUT)
CITY OF ARCHDALE (OUT)
CITY OF ARCHDALE (IN)
CITY
OF
ARCHDALE
(IN)
CITY
OF
ARCHDALE
(OUT)
CITY
OF
ARCHDALE
(OUT)
CITY
OF
ARCHDALE
(IN)
CIT
Y
OF
AR
C
HDALE (IN)
CIT
Y
OF
AR
C
HDAL
E (OUT)
CITY
OF
ARCHDALE
(OUT
)
CITY
OF
ARCHDALE
(IN)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
CITY OF A
RCHDALE (O
UT)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
CITY
OF
ARCHDALE
(OUT)
CITY
OF
ARCHDALE
(IN)
CI
T
Y
O
F
A
RC
HD
AL
E
(
IN)
CITY
OF
ARCHDALE
(IN)
CITY
OF
ARCHDALE
(OUT)
C
IT
Y
OF
AR
CH
DA
L
E
(O
U
T
)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
CITY OF ARCHDALE (OUT)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
CITY
OF
ARCHDALE
(OUT)
CITY
OF
ARCHDALE
(IN)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
CITY
OF
ARCHDALE
(OUT
)
CIT
Y
OF
ARCHDALE
(IN)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
CIT
Y
OF
ARCHDALE
(OUT)
CITY
OF
ARCHDALE
(IN)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
CITY OF ARCHDALE (OUT)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
CITY
OF
ARCHDALE
(IN)
CITY
OF
ARCHDALE
(OUT
)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
CITY
OF
ARCHDALE
(OUT)
CITY
OF
ARCHDALE
(IN)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
CITY OF ARCHDALE (OUT)
CITY OF ARCHDALE (OUT)
CITY
OF ARCHDALE
(OUT)
CITY
OF ARCHDALE
(IN)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (IN)
ERVIN CECIL
BOBBY CECIL
BOBBY LEE CECIL TRUST
ERVIN R. CECIL
ERVIN CECIL
BOBBY CECIL
BOBBY LEE CECIL TRUST
ERVIN R. CECIL
DB 895 PG 600
EXISTING R/W
I-85 NB BST VARIES
I-85 SB BST VARIES
PB 32 PG 87
DB 8099 PG 926
GREGORY D. CODY
JO
SEPH T. CODY
DAVID B. CODY
ANNIE M. CODY
PB 32 PG 87
DB 2114 PG 129
FRANCES C. LAWS
RUFUS F. LAWS
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
DB 4579 PG 92
DIANE A. MEREDITH REVOCABLE TRUST
FRED E. MEREDITH REVOCABLE TRUST
CLIFTON H. LAMD
DB 4579 PG 92
DIANE A. MEREDITH REVOCABLE TRUST
FRED E. MEREDITH REVOCABLE TRUST
CLIFTON H. LAMD
DB 7539 PG 1894
LINDA SIKES
ROBERT E. SIKES
WILLIAM L. CORN
DB 7669 PG 2687
LINDA SIKES
ROBERT E. SIKES
WILLIAM L. CORN
DB 7669 PG 2687
LINDA SIKES
ROBERT E. SIKES
WILLIAM L. CORN
DB 7669 PG 2687
LINDA SIKES
ROBERT E. SIKES
WILLIAM
L. CORN
DB 7669 PG 2687
ERVIN CECIL
BOBBY CECIL
BOBBY LEE CECIL TRUST
ERVIN R. CECIL
NANCY CECIL
BOBBY L. CECIL
ADAM T. MOORE
RICHARD W. MOORE
STEVE A. MOORE
MARSHALL MOORE
JASON CHI
NAN S. JON
LILA PHAM
SIGRID E. WOODS
PERRY WOODS III
PARTNERS LLC
COASTAL BUSINESS
DB 895 PG 600
PB 140 PG 75
DB 7591 PG 477
POND
DISAPPEARING STREAM
19.5' BST
SR 1162 WEANT RD
WD WALL
66" BK/
ERVIN CECIL
BOBBY CECIL
BOBBY LEE CECIL TRUST
ERVIN R. CECIL
DB 3363 PG 548
50' PNG PIPELINE EASEMENT
DB 3342 PG 794
50' PNG PIPELINE EASEMENT
15.00'
15.00'
DB 67 21 PG 2748
UTILITY EA SEMENT
15.00'
EXISTING R/W
EXISTING R/W
INV=810.79
6"PVC
6"PVC
INV=831.16
ARV
TOP 12"DI
Elv. 841.49
E 1723379.1039
N 791910.2760
TH 1
TOP 12"PVC
Elv. 838.05
E 1723700.6616
N 791828.7448
TH 3
TOP 12"DI
Elv. 833.72
E 1723798.4678
N 791696.2746
TH 4
TOP 14"DI
Elv. 833.31
E 1723751.6163
N 791717.8226
TH 5
16"DI
16"DI
16"DI
16"DI
16"DI
16"DI
CARPORT
CARPORT
CARPORT
G
12" CPP
CARPORT
HILLTOP HOLDING III LLC
BARRY HELSABECK
HELSABECK, &
DEBRA COLTRANE
COLTRANE,
CLAUDIA MARSH
LILA PHAM
LILA PHAMPB 32 PG 87
DB 8190 PG 1180
PB 32 PG 87
DB 8190 PG 1180
LILA PHAM
LILA PHAM
LILA PHAM
THATBOTHERSME LLC
KIMBERLY J. COX
WILLIAM L. CORN
LORRAINE
SHACKELFORD-GIDDENS
CHARLES
A. SHACKELFORD
CHARLES A. SHACKELFORD
LORRAINE SHACKELFORD-GIDDENS
JOHN C. SHACKELFORD
MONICA SUE-JUNG JON
OF JON JIBUM
JON AND
TRUSTEE FOR THE BENEFIT
NAN SOON JON,
THATBOTHERSME LLC
KIMBERLY J. COX
W
ILLIAM L. CORN
THATBOTHERSME LLC
KIMBERLY J. COX
WILLIAM L. CORN
f/b/o BOBBY LEE CECIL
THOMAS N. HUFF TRUST
ERVIN RAY CECIL, TRUSTEE OF
DB 8237 PG 1166
f/b/o BOBBY LEE CECIL
THOMAS N. HUFF TRUST
ERVIN RAY CECIL, TRUSTEE OF
DB 8237 PG 1171
HOSPITALTY LLC
LIBERTY STREET
PB 119 PG 47
DB 8184 PG 2594
PB 119 PG 47
DB 8184 PG 2594
HOSPITALTY LLC
LIBERTY STREET
GR
POND
COUNTY
GUILFORD
PB 44 PG 99
DB 2500 PG 617
FOR FUTURE USE
UNDEVELOPED STREET
PB 44 PG 99
DB 7837 PG 242
W
12" RCP
BM5
BM1
BM2
BM3
PI Sta 14+46.52
D
L = 282.75'
T = 141.43'
R = 4,000.00'
PI Sta 16+74.87
D
L = 173.88'
T = 87.04'
R = 1,500.00'
PI Sta 20+09.86
D
L = 493.52'
T = 248.14'
R = 1,909.86'
PIs Sta 43+38.41
F
Ls = 200.00'
LT = 133.34'
ST = 66.67'
PI Sta 47+33.72
D
L = 654.43'T = 328.65'R
= 2,864.79'
PIs Sta 51+26.18
F
Ls
= 200.00'LT = 133.34'ST
=
66.67'
PI Sta 81+44.16
D
L =
333.54'T
=
166.77'R
=
20,000.00'
80+00
75+
00
70+00
65+00
60+00
55+00
50+00
45+0040+0035+0030+0025+00
20+00
15+00
-
L-
P
O
T
Sta. 10
+
0
0.0
0
-
L-
P
C
Sta. 13
+
0
5.0
9
-
L-
P
C
C
Sta. 15
+
8
7.8
4
-
L-
P
C
C
St
a. 17
+
6
1.7
2
-
L-
P
T
S
ta. 2
2
+
5
5
.2
3
-
L-
T
S
S
ta
. 4
2
+
0
5
.07
-
L-
S
C
S
ta
. 44+0
5.0
7
-L- C
S Sta. 50+59.50
-
L-
ST Sta. 52+59.50
-
L- PC Sta. 79+
77.39
-
L-
PT Sta. 83
+10.92
PI Sta 19+93.67
D
L = 543.07'
T = 349.12'
R = 340.00'
PI Sta 30+69.28
D
L = 550.58'
T = 356.93'
R = 340.00'
PI Sta
12+38.60
D
L = 34.65'T =
17.33'R = 1,000.00'
PI Sta 11+61.25
D
L = 186.80'T = 93.62'R
=
1,100.00'
PI Sta 13+67.89
D
L
= 225.22'T = 113.46'R = 750.00'
-Y7- PC S
ta. 12+21.28
-Y7- PT Sta. 12+55.93
-Y7- POT Sta. 16+42.05
-Y8- PCC Sta. 12+54.43
-
Y8-
P
T
Sta. 14
+
79.65
15+00
PI Sta 16+16.14
D
L =
543.50'T
=
273.88'R =
1,780.00'
25
+00
-Y6- PT Sta. 18+85.76
-Y6- PC Sta. 27+88.53
20+00
PI Sta 12+32.26
D
L =
153.60'T = 77.01'R
=
850.00'
P
I Sta 19+50.55
D
L = 519.16'T = 325.41'R
=
340.00'
-
Y9-
P
T
Sta. 21+44.3
1
-Y9- PC Sta. 16+25.15
-Y9- PT Sta. 13+08.85
-
Y9-
PC
Sta. 11+55.25
PI Sta
12+99.39
D
L = 250.04'T =
126.16'R = 760.00'
PI Sta 20+09.86
D
L = 493.52'
T = 248.14'
R = 1,909.86'-L-
-L-
PI Sta 47+33.72
D
L = 654.43'
T = 328.65'
R = 2,864.79'
-L-
-Y3-
-Y3-
-L-
-Y5-
-Y6-
-Y9-
-RAB2-
-Y6-
-Y7-
-L-
-Y8-
-Y9-
-Y9- Sta. 10+00.00
-L- Sta. 70+80.49=
-Y8- Sta. 17+
60.19
-L-
Sta. 70+80.51=
-Y6-
Sta. 10+00.00
-L- Sta. 63+61.18=
-Y5- Sta. 17+41.21
-Y6-
Sta. 19+50.00=
-Y
9-
Sta. 26+42.94
-Y6- Sta. 20+81.50=
-Y9-
Sta. 25+72.94
-RAB2- POC
Sta. 13+30.62=
PI Sta 16+16.14
D
L = 543.50'T = 273.88'R
= 1,780.00'
-Y5- PC Sta. 16+11.24-Y5- PT Sta. 17+23.24
-Y5- PT Sta. 14+23.28
-Y5- PC Sta. 11+73.23
-Y5- POT Sta. 10+00.00
1
5
+
0
0
PI Sta 16+73.94
D
L =
112.00'T
=
62.70'R =
100.00'
PI Sta 11+70.01
D
L =
286.17'T
= 155.02'R
=
300.00'
PI Sta
15+57.07
D
L = 114.12'T =
57.09'R = 1,450.00'
-
R
P
C
-
P
OT
S
t
a
. 15
+
3
4
.6
5
-
R
P
C
-
P
T
S
t
a
. 13
+
0
1.
15
-R
PC- Sta. 10+00.00
-L- Sta. 59+73.71=
-RPD-
Sta. 17+73.21
-L- Sta. 59+66.27=
-RPC-
-R
PD
-
-RPA-
-RPB
-
-
RPD-
PT
Sta. 16+14.10
-
RP
D-
P
CC
Sta. 14
+99.98
-
RP
D- P
OT Sta. 10+00.00
-
RP
D- P
C Sta. 11+00.00
15+00
15+00
-RPB
-
PC
Sta. 11+32.54
-
RPB-
PT
Sta. 12
+2
4.17
-
RPB-
P
OT
Sta. 12
+4
5.0
3
PI Sta 11+78.37
D
L = 91.63'T = 45.83'R
= 1,500.00'
PI Sta 14+51.69
D
L =
521.36'T
= 262.01'R =
2,112.00'
-
R
P
A
-
P
C
S
t
a
. 19
+
0
0
.19
-
R
P
A-
P
T
S
t
a
.
17
+
11.
0
3
-
R
P
A-
P
C
C
Sta. 11
+
8
9.6
7
-
R
P
A-
P
C
Sta. 10
+
0
0.0
0
-R
AB
2-
PT 14+39.82
-RAB2- PC Sta. 10+00.00=
-Y
6-
Sta. 20+11.50=
-RAB
2- PO
C Sta. 12+19.91
-Y6- Sta. 21+51.50=
PI Sta 20+30.75
D
L
= 240.64'T = 130.56'R
= 250.00'
-RPA-
Sta. 21+81.34
-L- Sta. 49+84.40=
20+00
15+00
-Y7-
Sta. 10+00.00
-L- Sta. 67+96.03=
Runoff = 126'
e = 0.060
Runoff =
126'
e =
0.060
R
unoff = 120'
e = 0.055
e = 0.055
e = 0.045
Runoff = 120'
e = 0.060
Runoff = 120'
-L-
-L-
-L-
-L-
-RP
B-
e =
Transition to exist.
-RPD-
-RPA-
65+00
70+
00
70+00
-RPC-
-Y6-
-RP
D-
-Y8-
-L-
-Y9-
R
unoff = 115.5'
Runoff
= 115.5'
-Y9-
-RAB2-
15
+
00
20+0025+00
30+00
10+
0
0
-Y3- POT Sta. 10+00.00
-Y3- PC Sta. 16+44.55
-
Y3
-
P
T
S
ta. 2
1+8
7.62
-
Y3
-
P
C
Sta
. 27+12
.3
5
-Y3- PT Sta. 32+62.94
e = 0.03
e =
0.03
e = Transition to exist.
R
unoff = 112.5'
PI Sta 10+70.75
D
L =
110.71'T
=
70.75'R =
70.00'
PI Sta 11+79.96
D
L = 109.21'T =
69.25'R = 70.00'
PI Sta 12+90.67
D
L =
110.71'T
=
70.75'R = 70.00'
PI Sta
13+99.87
D
L = 109.21'T =
69.25'R = 70.00'
PI Sta 10+50.77
D
L = 32.48'
T = 16.38'
R = 100.00'
-DR1- POT Sta. 11+50.00
-DR1- Sta. 10+00.00
-Y3- Sta. 35+36.09
-L- Sta. 38+38.23=
-SR1- Sta. 10+00.00
-L- Sta. 42+13.75=
-SR1- POT Sta. 12+50.00
-DR1-
-RPA
- PT
Sta. 21+40.83
-Y3-
-Y3-
-RPA-
15+00
-
Y7-
-
Y5
-
15+
00
e = Transition to exist.
e = .05R
unoff =
140'
e =
Transition to exist.
e = Transition to exist.
e = T
ransition to exist.
-
Y5
-
-
Y6-
3
5+0
0
-
Y3
-
15+
00
-
Y9-
15+
00
-
Y7-
20
+
00
-
Y6-
25+00
-Y9-
PI Sta 30+69.28
D
L = 550.58'
T = 356.93'
R = 340.00'
e = 0.060
Runoff = 120'
e = T
ransition to exist.
-
Y6-
PC
Sta. 13+42.2
6
-DR1- PC Sta. 10+34.39
-DR1- PT Sta. 10+66.87
-RPB
-
Sta. 10+00.00
-L-
Sta. 49+80.30=
-RPC-
PC
Sta. 10+14.99
10+00
-
D
R
1-
-
S
R
1-
-L-
-
Y7-
SEE
SH
EET
5
M
A
TC
H
LIN
E
-
L-
STA. 3
2
+
0
0
.0
0
SEE
SH
EET
4
M
ATC
H
LIN
E
-
L-
STA
.
3
2
+
0
0
.0
0
SEE
SH
EET
5
M
ATCH
LIN
E
-L-
STA. 4
5+
0
0
.0
0
SEE SHEET 6
MATCHLINE -L- STA. 58+
00.00
SEE SHEET 7
MATCHLINE -L- STA. 70+
00.00
S
E
E
S
H
E
E
T
6
M
A
T
C
H
LI
N
E
-
R
P
A-
S
T
A.
1
4
+
0
0.
0
0
S
EE
SHEET
7
M
ATCHLI
NE -
RP
D-
S
TA. 1
5
+
5
0.0
0
S
E
E
S
H
E
E
T
5
M
A
TC
H
LI
N
E
-
Y3
-
S
T
A.
2
8
+
0
0
.
0
0
SEE
SH
EET
11
M
ATC
H
LIN
E -
Y6-
STA. 15+
00.00
SEE SHEET 11
MATCHLINE -Y9- STA. 13+75.00
SEE SHEET 8
MATCHLINE -Y9- STA. 13+75.00
S
EE
SHEET
1
0
M
ATCHLINE -
RP
D-
S
TA. 1
5
+
5
0.0
0
S
EE
S
H
E
ET
9
M
A
TC
H
LI
N
E
-
Y
3
-
S
TA.
2
8
+
0
0
.
0
0
SEE
SHEET
6
MATC
HLIN
E
-
L-
STA. 4
5
+
0
0
.00
SEE SHEET 7
MATCHLIN
E -L- STA. 58+
00.00
SEE SHEET 8
MATCHLINE -L- STA. 70+
00.00
SEE SH
EET
7
M
A
TCH
LIN
E -
Y
6-
STA. 15+00.
00
S
E
E
S
H
E
E
T
1
0
M
A
T
C
H
LI
N
E
-
R
P
A-
S
T
A.
1
4
+
0
0.
0
0
Dresden Rd
D
resd
en
R
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V
a
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y
R
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Jackson Lake Rd
B
lu
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w
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C
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W
e
a
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t R
d
W
at
e
r
b
u
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y
D
r
Staffordshire Dr
S
R
#
1
1
5
4
Checker Rd
A
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r
id
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R
d
B
u
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e
n
b
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D
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S
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Kersey Valley Rd
L
ei
g
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o
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Dr
Greenhaven Dr
L
o
n
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v
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w
D
r
E Springfield Rd
Dresen Rd
M
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r
is
S
t
L
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n
g
v
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w
D
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Rd
Burton
R
d
A
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Brookdale Dr
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0
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2
1
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4
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3
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0
8
.
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6
.
5
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2
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1
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1.17
1165
1164
4013 4012
1154
1292
1299
1148
1265
1273
1276 1274
1162
4014
1156
1156
1158
1163
610
.
6
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Ct
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k
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RdChecker.22
.12
A
v
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L
a
k
e
vi
e
w
A
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1
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5
62
H
I
G
H
P
O
I
N
T
C
L
74
Wetlands WJ
Wetland WL
Wetland WL
Wetland WP
Wetland WH
Wetland WE
(remarked WP)
Wetland WI
Wetland WA
Stream SA
Stream SA
Stream SE
Stream SH
Stream SH
Stream SG
Stream SI
Stream SK
Stream SI
Wetland WG
Stream SI
Strea
m SO
Stream SQ
101
105
106
110
113
114
115
120
125
130
131
132
135
140
143 144
145
150 153
154
155
159
160
165
166
170
175
179 180
185
190
192
193
195
200
202
205
210
212
215
220
225
226
230
235
240
245
248
249
250
255
257
260
265
270
274
275
280
285
288
298
300
301
304
305
310
315
320
325
330
335
340
345
350
354
WA2WA1=WA11
WA10
WA9
WA8
WA7
WA6
WA5
WJ4
WJ1
WJ6
WJ5
WL1A=WL1
WL2
WL3
WL4
WL4A
WL3A
WL2
A
WL7
WL8
WL9
WL21A
WL10
WP1=WP14
WP2
WP3
WP4
WP5
WP6
WP7
WP8
WP9
WP10
WP11
WP12
WP13
WE7
WE6
WH1.5
WG7
WG1
WG6
WG5
WG2
WH10
WH1=WH11
WH9WH8
WH7
WH2
WH3
WH6WH5
WH4
WE5
WE8
WE9
WE10
WE2 WE3
WE4
WPA1
WPA2
WPA3
WPA4
WPA5
WPA6
WPA7
LOOK_WR3
LOOK_WJ5A
WJ34A
WJ33A
WJ2A
WJ32A
WJ3A
WJ7A
WJ31A
WJ8AWJ30A
WJ9A
WJ4A
WJ6A
WJ10A
WJ29A
WJ28A
WJ11A
WJ12A
WJ27A
WJ26A
WJ25A
WJ16A
WJ15A WJ14A
WJ13A
WJ17A
WJ24A
WJ23A
WJ18A
WJ22A
WJ21A
WJ20A
WR5
WR4
WR1
WR2
WQ4
WQ3
WQ7
WQ8
WQ2
WE1=WE11
WA3
WA4
266
355
360
365
370
375
380
WI2
381=
382
383
384
385 386
387
388 389
390
391
POND B
POND C
POND D
WPB1
WPB2
WPB3
WPB4
WQ1=WQ9213=
WJ19A
WJ2=WJ1A
WJ3=WJ35A
WI18
WI17
WI16
WI15
WI14
WI5
WI6
WI3=
WI4
WI1
WI2
WI7
WI8 WI9 WI10
WI12 WI11
WI13
WQ6
WQ5
Wetland WQ
Stream SQ
WS1
WS2
WS3
WS4
WS5
WS6
WS7
WS8
WS9
WS10
WS11
Wetland WS
Wetland WF
WF22 WF21WF20
WF19
WF18WF17
WF2
WF4
WF5
WF7
WF8
WF9
WF10
WF11
WG3
WG4
WI5
WI6
WI7
WI1A
WI2A
WK2WK3
WK4
WK5
WK6
WK7
WK8
WK1A
WK2A
WK3A
WK4A
WL5
WL6
WL5A
WL6A
WL7A
WL8A
WL9A
WL10A
WL11A
WL12A
WL13A
WL14A
WL15A
WL16A
WL17A
WL18A
WL19A
WL20A
WM2
WM3
WM4
WM5
WN1=WN7
WN2
WN3
WN4
WN5
WN6
WO1=WO10
WO2
WO3
WO4
WO5
WO6
WO7
WO8WO9
WB1=27
WB2
WB3
WB4
WB5
WB6
WB7
WB8
WB9
WB10
WB11
WB12
WB13
WB14
WB15
WB16
WB17
WB18
WB19
WB20
WB21
WB22
WB23
WB24
WB25
WB26
WC2
WC3
WC4
WC5
WC6
WC7
WC8=SH18
WC9
WC10
WC11
WC12
WC13
WC14
WC16=SI1
WD1=SI11A
WD2
WD3
WD4
WD5
WD6
WD7
WD8
WF12
WF13
WF14
WF15
WF16WF23
WF24
WF25
WF26
WF27=WF2
WT1=7WT2WT3
WT4
WT5
WT6
WU1=SR1=WU6
WU2 WU3
WU4
WU5
WO
WN
WM
WT
WB
WC
WD
WK
N
A
D
8
3
/N
A
2
0
1
1
N
AD
83
/ NA
2011
NAD
83
/ NA
2011
NAD
83
/ NA
2011
N
AD
83
/ NA
2011
NAD
83
/ N
A
20
11
NAD
83
/ NA
2011
NAD
83
/ NA
2
0
11
N
AD
8
3
/ N
A
2
011
N
AD
8
3
/ N
A
2011
N
AD
83
/ N
A
2
0
11
N
AD
83
/ N
A
2
0
11
N
AD
8
3
/ N
A
20
11
N
AD
83
/ N
A
20
11
N
AD
8
3
/ N
A
2011
SHEET 1 OF 13
BUFFER DRAWING
SITE 1
SITE 3
SITE 6
SITE 2
SITE 4
SITE 5
SITE 7
SITE 8
GRAPHIC SCALE
0'50'100'150'50'
SHEET 2 OF 13
BUFFER DRAWING
S
E
E
S
H
E
E
T
5
M
A
T
C
H
LI
N
E
-
L-
S
T
A
.
3
2
+
0
0
.
0
0
4
(LIBERTY RD)
-L- NC 62
2040 ADT
2018 ADT
500
500
500
500
800
1000
5100
6600
10700
13600
6800
8100
5800
7000
2500
2500
FAIRFIELD RD.
(SR 1300/NC610)
ALDRIDGE RD.
(SR 4012)
OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL;
2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH
WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL
1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH
NOTES:
FOR R/W PLAN, SEE SHEET NO. 2B-1
FOR -L- PROFILE, SEE SHEET NO. 12
R
E
V
IS
I
O
N
S
ROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2
7
-
S
E
P
-
2
0
2
1
11:
5
7
N
:
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0
1
1
1
2
0
1
7
8
/
1
7
/
9
9
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-6018
Phone: 919-872-5115
Raleigh, North Carolina 27609
5808 Faringdon Place
www.rameykemp.com
NC License No. C-0910
v
v
W/LT SWD
36" CO N C
60" CONC
BST
12
' GR
W
O
O
D
S
CA
RP
O
RTCON
C
B
S
T15" RCP
12" R
CP
96" B ST
TOP=829.25
INV=823.89
INV=825.17TOP=831.80
1S
B
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K
B
U
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8"PVC
8
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7
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3
.
8
0
TOP=826
.64
SIG
SIG
W
O
O
D
S
W
O
O
D
S
WO
O
D
S
1SBKD
48" CONC
1
8'
C
O
N
C
12" RCP
GR
3
6
"C
H
L
G
A
T
E
S
2
-
M
T
L
BRIDGEWD
PATIOCOVERED
W/LT
60"CONC
3
6
"C
O
N
C
42"CONC
GR GR
BST
CAPS
9-TANK
U
/
M
T
L
C
A
N
O
P
Y
1-
IS
L
2
-
G
A
S
P
U
M
P
S
C
ON
C
1SBKBUS
CONC
CAP
VENT
S
MTL
LT
15
" R
C
P
12"
H
DPE
VAR
.HT
WD
WALL
GR
GR
W/LT
DI
BURI
E
D
15" RCP
12" RCP
BST
BST
1SBKBUS
W/LT
C
O
N
C
CO
N
C
H
WW/LT
4
8
"WW
W/
L
T
C
ARP
ORT
11' GR
36"C
O
NC
B
AS
E
ME
NT
1S
B
K
D
W/
B
K
W
P
OS
T
L
A
MP
W
W/LT
BST
10
' B
S
T
9
' B
S
T
CO
N
C 54"C
O
N
C
2S
B
K
D
48"
C
O
N
C
G
4
2
"
B
K
W
A
L
L
V
A
R
.
H
T
W
D
W
A
L
L
5
4
"W
W
&
1S
B
W
5
4
"W
W
&
1S
B
W
54"WW & 1SBW
34"CONC
SI
G
CONC HW
CONC HW
15
"
R
C
P
TOP=826.90
T
O
P
=
8
2
6.
7
7
T
O
P
=
8
2
5
.
6
7
T
O
P
=
8
2
5
.
6
6
10
'
B
S
T
ABAND
B
I
L
L
B
O
A
R
D
S
15" RCP
5
4
"WW
&
1S
B
W
7
2
" S
OIL
11' GR
18
"
R
C
P
W/LT
15" RCP
GR
9
'
G
R
S
C
A
T
T
E
R
E
D
T
R
E
E
S
WOODS
STEPS
STONE
11' B
S
T
12" HDPE HW
CONC
HW
CONC
G
A
T
E
M
T
L
NO
ACCESS
BST
S
R
4
0
12
ALD
R
ID
GE
R
D
2
4
.5
' B
S
T
NC
6
10
S
R
13
0
0
E
F
AI
R
FI
E
L
D
R
D
B
S
T
VARI
E
S
6" CU RB6" CU
RB
6" CURB
C
O
N
C IS
L
CONC ISL
NC 62 LIBERTY RD 24' BST
NC 62 LIBERTY RD 23' BST
M
O
R
R
IS
S
T
BL-15
U6018-GPS7
EIP
BENT
EIP
EIP
E
IP
EIP
CONC
CONC
CONC
CONC
CONC
EIP
EIP
CHRISTINA T. SMITH
SAFINA RASHID
KHALID RASHID
LIN
D
A
A. TERRELL
LINDA A. TERRELL
MITZIE M. McCULLOUGH
NANCY CECIL
BOBBY L. CECIL
NANCY CECIL
BOBBY L. CECIL
ERVIN CECIL
BOBBY CECIL
BOBBY LEE CECIL TRUST
ERVIN R. CECIL
ERVIN CECIL
BOBBY CECIL
BOBBY LEE CECIL TRUST
ERVIN R. CECIL
100.00'E
X
I
S
T
I
N
G
R
/
W
E
X
I
S
T
I
N
G
R
/
W
6
0
.
0
0
'
EXISTING R/W
EXISTING R/W
5 0 .0 0 '
E
XISTI
N
G
R/
W
R/
W
E
XISTI
N
G
EXISTING R/W
6
0
.
0
0
'
R
/W
VARIABLE
R
/
W
P
R
IV
A
T
E
E
X
IS
T
IN
G
E
X
IS
T
IN
G
P
R
IV
A
T
E
R
/
W
8
"
D
I
BK
30"
C
L
I
N
V
=
8
1
5.
9
0
CL INV=815.47
C
L
I
N
V
=
8
17
.
7
0
C
L
I
N
V
=
8
19
.
17
SIGS
S
R
4
0
1
2
A
L
D
R
I
D
G
E
R
D
B
S
T
V
A
R
I
E
S
GR
H
H
H
H
HH
HH
4"PL
4"PL
4"
PL
4"PL
IN C
O
N
D
UIT
SERVICE
ABAND
12"DI
12"DI
12"DIIN CONDUIT
CONDUITIN
H
H
A
C
C
E
S
S
G
R
O
U
N
D
A
B
O
V
E
PLUG
6"DI AATUR
6"DI AATUR
9-MTW
MTW
MTW
5-
M
T
W
MTW
MTW
MT
W
M
T
W
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(IN
)
CIT
Y
OF
A
R
C
H
D
A
L
E (I
N)
CI
T
Y
OF
A
R
C
H
D
A
L
E (
O
U
T)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
IN
)
ERVIN CECIL
BOBBY CECIL
BOBBY LEE CECIL TRUST
ERVIN R. CECIL
EXISTING R/W
166
170
175
179 180
185
190
192
WPA1
WPA2
WPA3
WPA4
WPA5
WPA6
WPA7
WI2
381=
382
383
384
385
386
WPB1
WPB2
WPB3
WPB4
WI18
WI17
WI16
WI15
WI14
WI5
WI6
WI3=
WI4
WI1
WI2
WI7
WI8 WI9 WI10
WI12 WI11
WI13
WI5
WI6
WI7
WI1A
WI2A
PI Sta 20+09.86
D
L = 493.52'
T = 248.14'
R = 1,909.86'
30+0025+00
20+00
-
L
-
P
T
S
t
a
. 2
2
+
5
5
.2
3
-L-
-L-
1
1
2 2
PUE
DUE
15"
15"
CB CB
CB
CB
STA 29+00-31+20 -L- Lt
SPECIAL BACK OF CURB CUT
SEE DETAIL 'F'
STA 27+00-31+00 -L- Rt
SPECIAL BACK OF CURB CUT
SEE DETAIL 'F'
& HEADWALLS
REMOVE EX. 18"
REMOVE
REMOVE
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
5SY GEOTEXTILE
EST 1 TONS
CL B RIP RAP
15" RCP-IV
BANKS ONLY
CL B RIP RAP
SEE DETAIL 'B'
4:14:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM STA. 27+00 TO STA. 31+00 -L- Rt
FROM STA. 29+00 TO STA. 31+20 -L- Lt
DETAIL 'F'
GROUND
NATURAL
STA 31+00-31+18 -L- Rt
SPECIAL BACK OF CURB CUT
SEE DETAIL 'T'
DEPTH
MIN
CB
DEPTH
MIN
CB
5SY GEOTEXTILE
EST 1 TONS
CL B RIP RAP
15" RCP-IV
15" RCP-IV
15" RCP-IV
4:14:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
EST. 7 TON, 19SY GEOTEXTILE
FROM -L- STA. 31+00 TO STA. 31+18 RT
DETAIL 'T'
GROUND
NATURAL
Geotextile
d
Type of Liner= CL B Rip-Rap Max. d=1 Ft.
11SY GEOTEXTILE
EST 4 TONS
CL B RIP RAP
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL 'B'
DDE=3 CY
STA. 31+18 -L- Rt
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BED
Est.= 4 Tons Cl B Rip-Rap, 11 SY Geotextile
d= 1.0Ft.
Length= 10.0Ft.
EXI
STI
N
G
BAN
K
EXISTING BANKMIN. 2:1 TO TIE
MI
N.
2:
1
TO
TI
E d
Geotextile
N
A
D
8
3
/ N
A
2
0
11
F
F
F
F
2
4
"
R
C
P
-
IV
ALLOWABLE IMPACTS ZONE 2
ALLOWABLE IMPACTS ZONE 1
SITE '1'
SHEET 3 OF 13
BUFFER DRAWING
GRAPHIC SCALE
0'50'100'150'50'
S
E
E
S
H
E
E
T
5
M
A
T
C
H
LI
N
E
-
L-
S
T
A
.
3
2
+
0
0
.
0
0
4
(LIBERTY RD)
-L- NC 62
2040 ADT
2018 ADT
500
500
500
500
800
1000
5100
6600
10700
13600
6800
8100
5800
7000
2500
2500
FAIRFIELD RD.
(SR 1300/NC610)
ALDRIDGE RD.
(SR 4012)
OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL;
2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH
WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL
1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH
NOTES:
FOR R/W PLAN, SEE SHEET NO. 2B-1
FOR -L- PROFILE, SEE SHEET NO. 12
R
E
V
IS
I
O
N
S
ROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2
7
-
S
E
P
-
2
0
2
1
11:
5
7
N
:
\
N
C
H
y
d
r
o
\
M
1
7
0
3
5
_
U
-
6
0
1
8
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
U
-
6
0
1
8
_
H
y
d
_
p
r
m
_
b
u
f
_
p
s
h
0
4
_
c
o
n
.
d
g
n
k
e
d
g
e
r
t
o
n
A
T
M
I
E
N
G
0
1
1
1
2
0
1
7
8
/
1
7
/
9
9
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-6018
Phone: 919-872-5115
Raleigh, North Carolina 27609
5808 Faringdon Place
www.rameykemp.com
NC License No. C-0910
v
v
W/LT SWD
36" CO N C
60" CONC
BST
12
' GR
W
O
O
D
S
CA
RP
O
RTCON
C
B
S
T15" RCP
12" R
CP
96" B ST
TOP=829.25
INV=823.89
INV=825.17TOP=831.80
1S
B
L
K
B
U
S
8"PVC
8
"P
V
C
8
"
P
V
C
8"PVC
8"PVC
IN
V
=
8
13
.
5
9
I
N
V
=
8
13
.
7
7
T
O
P
=
8
2
3
.
8
0
TOP=826
.64
SIG
SIG
W
O
O
D
S
W
O
O
D
S
WO
O
D
S
1SBKD
48" CONC
1
8'
C
O
N
C
12" RCP
GR
3
6
"C
H
L
G
A
T
E
S
2
-
M
T
L
BRIDGEWD
PATIOCOVERED
W/LT
60"CONC
3
6
"C
O
N
C
42"CONC
GR GR
BST
CAPS
9-TANK
U
/
M
T
L
C
A
N
O
P
Y
1-
IS
L
2
-
G
A
S
P
U
M
P
S
C
ON
C
1SBKBUS
CONC
CAP
VENT
S
MTL
LT
15
" R
C
P
12"
H
DPE
VAR
.HT
WD
WALL
GR
GR
W/LT
DI
BURI
E
D
15" RCP
12" RCP
BST
BST
1SBKBUS
W/LT
C
O
N
C
CO
N
C
H
WW/LT
4
8
"WW
W/
L
T
C
ARP
ORT
11' GR
36"C
O
NC
B
AS
E
ME
NT
1S
B
K
D
W/
B
K
W
P
OS
T
L
A
MP
W
W/LT
BST
10
' B
S
T
9
' B
S
T
CO
N
C 54"C
O
N
C
2S
B
K
D
48"
C
O
N
C
G
4
2
"
B
K
W
A
L
L
V
A
R
.
H
T
W
D
W
A
L
L
5
4
"W
W
&
1S
B
W
5
4
"W
W
&
1S
B
W
54"WW & 1SBW
34"CONC
SI
G
CONC HW
CONC HW
15
"
R
C
P
TOP=826.90
T
O
P
=
8
2
6.
7
7
T
O
P
=
8
2
5
.
6
7
T
O
P
=
8
2
5
.
6
6
10
'
B
S
T
ABAND
B
I
L
L
B
O
A
R
D
S
15" RCP
5
4
"WW
&
1S
B
W
7
2
" S
OIL
11' GR
18
"
R
C
P
W/LT
15" RCP
GR
9
'
G
R
S
C
A
T
T
E
R
E
D
T
R
E
E
S
WOODS
STEPS
STONE
11' B
S
T
12" HDPE HW
CONC
HW
CONC
G
A
T
E
M
T
L
NO
ACCESS
BST
S
R
4
0
12
ALD
R
ID
GE
R
D
2
4
.5
' B
S
T
NC
6
10
S
R
13
0
0
E
F
AI
R
FI
E
L
D
R
D
B
S
T
VARI
E
S
6" CU RB6" CU
RB
6" CURB
C
O
N
C IS
L
CONC ISL
NC 62 LIBERTY RD 24' BST
NC 62 LIBERTY RD 23' BST
M
O
R
R
IS
S
T
BL-15
U6018-GPS7
EIP
BENT
EIP
EIP
E
IP
EIP
CONC
CONC
CONC
CONC
CONC
EIP
EIP
CHRISTINA T. SMITH
SAFINA RASHID
KHALID RASHID
LIN
D
A
A. TERRELL
LINDA A. TERRELL
MITZIE M. McCULLOUGH
NANCY CECIL
BOBBY L. CECIL
NANCY CECIL
BOBBY L. CECIL
ERVIN CECIL
BOBBY CECIL
BOBBY LEE CECIL TRUST
ERVIN R. CECIL
ERVIN CECIL
BOBBY CECIL
BOBBY LEE CECIL TRUST
ERVIN R. CECIL
100.00'E
X
I
S
T
I
N
G
R
/
W
E
X
I
S
T
I
N
G
R
/
W
6
0
.
0
0
'
EXISTING R/W
EXISTING R/W
5 0 .0 0 '
E
XISTI
N
G
R/
W
R/
W
E
XISTI
N
G
EXISTING R/W
6
0
.
0
0
'
R
/W
VARIABLE
R
/
W
P
R
IV
A
T
E
E
X
IS
T
IN
G
E
X
IS
T
IN
G
P
R
IV
A
T
E
R
/
W
8
"
D
I
BK
30"
C
L
I
N
V
=
8
1
5.
9
0
CL INV=815.47
C
L
I
N
V
=
8
17
.
7
0
C
L
I
N
V
=
8
19
.
17
SIGS
S
R
4
0
1
2
A
L
D
R
I
D
G
E
R
D
B
S
T
V
A
R
I
E
S
GR
H
H
H
H
HH
HH
4"PL
4"PL
4"
PL
4"PL
IN C
O
N
D
UIT
SERVICE
ABAND
12"DI
12"DI
12"DIIN CONDUIT
CONDUITIN
H
H
A
C
C
E
S
S
G
R
O
U
N
D
A
B
O
V
E
PLUG
6"DI AATUR
6"DI AATUR
9-MTW
MTW
MTW
5-
M
T
W
MTW
MTW
MT
W
M
T
W
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(IN
)
CIT
Y
OF
A
R
C
H
D
A
L
E (I
N)
CI
T
Y
OF
A
R
C
H
D
A
L
E (
O
U
T)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
IN
)
ERVIN CECIL
BOBBY CECIL
BOBBY LEE CECIL TRUST
ERVIN R. CECIL
EXISTING R/W
166
170
175
179 180
185
190
192
WPA1
WPA2
WPA3
WPA4
WPA5
WPA6
WPA7
WI2
381=
382
383
384
385
386
WPB1
WPB2
WPB3
WPB4
WI18
WI17
WI16
WI15
WI14
WI5
WI6
WI3=
WI4
WI1
WI2
WI7
WI8 WI9 WI10
WI12 WI11
WI13
WI5
WI6
WI7
WI1A
WI2A
PI Sta 20+09.86
D
L = 493.52'
T = 248.14'
R = 1,909.86'
30+0025+00
20+00
-
L
-
P
T
S
t
a
. 2
2
+
5
5
.2
3
-L-
-L-
1
1
2 2
PUE
DUE
E
X.
E
X.
.
0
2
.
0
1
.
0
2
15"
15"
CB CB
CB
CB
STA 29+00-31+20 -L- Lt
SPECIAL BACK OF CURB CUT
SEE DETAIL 'F'
STA 27+00-31+00 -L- Rt
SPECIAL BACK OF CURB CUT
SEE DETAIL 'F'
& HEADWALLS
REMOVE EX. 18"
REMOVE
REMOVE
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
5SY GEOTEXTILE
EST 1 TONS
CL B RIP RAP
15" RCP-IV
BANKS ONLY
CL B RIP RAP
SEE DETAIL 'B'
4:14:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM STA. 27+00 TO STA. 31+00 -L- Rt
FROM STA. 29+00 TO STA. 31+20 -L- Lt
DETAIL 'F'
GROUND
NATURAL
STA 31+00-31+18 -L- Rt
SPECIAL BACK OF CURB CUT
SEE DETAIL 'T'
DEPTH
MIN
CB
DEPTH
MIN
CB
5SY GEOTEXTILE
EST 1 TONS
CL B RIP RAP
15" RCP-IV
15" RCP-IV
15" RCP-IV
4:14:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
EST. 7 TON, 19SY GEOTEXTILE
FROM -L- STA. 31+00 TO STA. 31+18 RT
DETAIL 'T'
GROUND
NATURAL
Geotextile
d
Type of Liner= CL B Rip-Rap Max. d=1 Ft.
11SY GEOTEXTILE
EST 4 TONS
CL B RIP RAP
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL 'B'
DDE=3 CY
STA. 31+18 -L- Rt
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BED
Est.= 4 Tons Cl B Rip-Rap, 11 SY Geotextile
d= 1.0Ft.
Length= 10.0Ft.
EXI
STI
N
G
BAN
K
EXISTING BANKMIN. 2:1 TO TIE
MI
N.
2:
1
TO
TI
E d
8
0
0
8
0
5
8
0
5
8
0
5
805
8
0
5
8
0
5
8
0
5
8
0
5
805
805
8
1
0
810
810
8
1
0
810
8
1
0
8
10
810
8
1
0810
8
10
8
10
810
810
8
15
8
15
815
815
815 8
1
5
815
815
815
815
815
8
15
815
815
8
1
5
815
815
8
15
815
8
15
8
2
0
820
8
2
0
820
820
820
820
8
2
0
820
820
820
820
820
8
2
0
8
2
0
8
2
0
820
8
2
0
8
2
0
8
2
0
8
2
0
820
820
8
2
0
8
2
0
8
2
0
820
8
2
0
8
2
5
825
825
8
2
5
8
2
5
825
825
825
825 825
825
825
825
8
2
5
825
8
2
5
8
2
5
825
825825
8
2
5
8
2
5
8
2
5
825
825
825
8
2
5
8
2
5
8
2
5
8
2
5
8
2
5
8
2
5
8
2
5
8258
2
5
8
2
5
8
2
5
8
2
5
8
2
5825
8
2
5
825
825
8
2
5
825825
825
825
8
3
0
830
8
3
0
830
8
3
0
830
8
3
0 830
830
830
8
3
0
8
3
0
8
3
0
8
3
0
8
3
0
830
830
8
3
0
8
3
0
8
3
0
830
830
8
3
0
8
3
0
8
3
0
830 830
8
3
0
830
8
3
0
830
8
3
0
8
3
0
830
830
830
8
3
0
8
3
0
8
3
0
830
830
830
8308
3
0
8
3
0
8
3
0
8
3
0
830
830
830
830
830
835
835
835
8
3
5
8
35
8
3
5
8
3
5
8
3
5
8
3
5
8
3
5
8
3
5
8
3
5
835
8
3
5835
8
3
5
835
835
8
35
835
835
835
8
3
5
835
835
8
3
5
835
835
8
3
5
8
35
8
4
0
840
8
4
0
8
4
0
8
4
0
840
840
8
4
0
8
4
0
840
Geotextile
N
A
D
8
3
/ N
A
2
0
11
F
F
F
F
2
4
"
R
C
P
-
IV
ALLOWABLE IMPACTS ZONE 2
ALLOWABLE IMPACTS ZONE 1
SITE '1'
GRAPHIC SCALE
0'50'100'150'50'
SHEET 4 OF 13
BUFFER DRAWING
S
E
E
S
H
E
E
T
5
M
A
T
C
H
L
I
N
E
-
L
-
S
T
A.
4
5
+
0
0
.
0
0
6
S
E
E S
H
E
E
T 10
M
A
T
C
H
LI
N
E -
RP
A- S
T
A. 14+
00.00
45+00
PAVEMENT REMOVAL
(LIBERTY RD)
-L- NC 62
I-85
73000
90100
2040 ADT
2018 ADT
5400
6100
1500
1800
2700
2900
3400
3600
10500
11200
11300
12600
68400
85100
S
E
E
S
H
E
E
T
7
M
A
T
C
H
LI
N
E
-
L-
S
T
A
.
5
8
+
0
0
.
0
0
FOR -L- PROFILE, SEE SHEET NO. 13
FOR -RPA- PROFILE, SEE SHEET NO. 17
FOR -RPB- PROFILE, SEE SHEET NO. 17
EXISTING SIGNAL
FOR R/W PLAN, SEE SHEET NO. 2B-3
R
E
V
IS
I
O
N
S
ROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2
7
-
S
E
P
-
2
0
2
1
11:
5
7
N
:
\
N
C
H
y
d
r
o
\
M
1
7
0
3
5
_
U
-
6
0
1
8
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
U
-
6
0
1
8
_
H
y
d
_
p
r
m
_
b
u
f
_
p
s
h
0
6
.
d
g
n
k
e
d
g
e
r
t
o
n
A
T
M
I
E
N
G
0
1
1
1
2
0
1
7
8
/
1
7
/
9
9
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-6018
Phone: 919-872-5115
Raleigh, North Carolina 27609
5808 Faringdon Place
www.rameykemp.com
NC License No. C-0910
OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL;
2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH
WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL
1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH
NOTES:
MT
L
MTL
MTL
MTL
48"CHL
WO
O
D
S
W OODS
4
8
"C
HL
48"CHL
48"CHL
WOODS
WOODS
RAP
RIP
WOODS
WOODS
48"CHL
48"CHL
4
8
"C
HL
BRUSH
SIG
W/SIG
MTL
MTL
15" RCP
15
"
C
M
P
15" H D P E
DI
DI
DI
DI
DI
48"WW
48"WW
CONC DEBRIS
COVERED W/
POSSIBLE DI
L T
GR
GR
WOODS
WOODS
WOODS
BRUSH
B
R
U
S
H
CONSTRUCTIONUNDER
SIG
B
R
U
S
H
WOODS
O
N
P
O
L
E
W/C
A
B
IN
E
T
WO
O
D
S
W
O
O
D
S
B
R
U
S
H
W / CA
B IN
E T
CA
M E RA
PO
L E
G R
B R U SH
GR
G
R GR
GR
MT
L
MTL
MTL
15" RCP
15
"
R
C
P
CONC
CONC LT
O
VE
R
HE
A
D
MT
L SI
G
NMTL
M T L
GR
GR
18"
R
C
P
18" RCP
2
4
"
R
C
P
1
2
"
H
D
P
E
JBPOSSIBLE
18
' B
S
T
B
S
T
SR 1154 KERSEY VALLEY RD 23' BST
I-
8
5
S
B
R
AMP
2
4
.5
' B
S
T
B
S
T24.5 ' B S T
CONC ISL CONC ISL
CONC ISL
CONC ISL
CONC
CONC
CONC
CONC BRIDGE
CONC BRIDGE
42" EXPRESSWAY CURB
42" EXPRESSWAY CURB
42" EXPRESSWAY CURB
NC 62 LIBERTY RD BST VARIES
NC 62 LIBERTY RD 28.5' BST
I-85 SB RAM
P BST V A RIES
BL-18
BL-17
B
Y
3
-
2
7
15" RCP
CURB
42" EXPRESSWAY
C
ONC
C
ON
C
CONC
CONC
CONC
CONC
T O L E X ING T O N
I -8 5 N B B S T VA R IE S
I -8 5 S B B S T VA R IE S
C
A
B
IN
E
T
P
O
W
E
R
S
HH
PLUG
4"PL
12"DI
HH HH
EMPTY
T
HH
12"DI
12"DI
12"DI 12"DI
IN CONDUIT
IN CONDUIT
IN
C
O
N
D
U
IT
8"DI ATTACHED UNDER BRIDGE
UNDER BRIDGE
ATTACHED
T O L E X ING T O N
;
;
;;
;
;
;
;
;
POND
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(O
U
T
)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(IN
)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
DB 4579 PG 92
DIANE A. MEREDITH REVOCABLE TRUST
FRED E. MEREDITH REVOCABLE TRUST
CLIFTON H. LAMD
EXISTING R/W
HOSPITALTY LLC
LIBERTY STREET
PB 119 PG 47
DB 8184 PG 2594
PI Sta 47+33.72
D
L = 654.43'
T = 328.65'
R = 2,864.79'
PIs Sta 51+26.18
F
Ls = 200.00'
LT = 133.34'
ST = 66.67'
55+00
50+00
-L- CS Sta. 50+59.50
-
L
-
S
T
S
t
a
. 5
2
+
5
9
.5
0
-L--RPA--RPB-
-RPB- PC Sta. 11+32.54
-RPB
-
PT
S
ta
. 12+
2
4
.17
-RPB
-
POT
S
ta
. 12+
4
5
.0
3
PI Sta 11+78.37
D
L = 91.63'
T = 45.83'
R = 1,500.00'
PI Sta 14+51.69
D
L = 521.36'
T = 262.01'
R = 2,112.00'
-
R
P
A-
P
C
Sta. 1
9
+
0
0.1
9
-
R
P
A-
P
T
Sta. 1
7
+
1
1.0
3
PI Sta 20+30.75
D
L = 240.64'
T = 130.56'
R = 250.00'
-RPA- Sta. 21+81.34
-L- Sta. 49+84.40=20+00
15+00
Runoff = 126'
-L-
-
R
P
B
-
e = Transition to exist.
-
Y
3
-
P
T
S
t
a
.
2
1
+
8
7
.
6
2
e = 0.03
-RPA- PT Sta. 21+40.83
-RPA-
e = Transition to exist.e = .05
Runoff = 140'
-RPB- Sta. 10+00.00
-L- Sta. 49+80.30=
6
8
R=6'
R=
15
0'
R
=
8
0
'
R=
6
0'
R=7.5'
.
0
3
.
0
3
.
0
2
.
0
2
EX
.
.02
.01
E
X.
.05.04
.0
5
.
0
3
.0
4
.04
.
0
3
.
0
2
.
0
3
.
0
2
.
01
.
01
.
0
2
.
0
1
.
0
1
.
0
0
.00
+
2
9
.
0
6
-RPB- STA. 11+51.55
END CONSTRUCTION
+
5
9
.
5
0
+
5
9
.
5
0
+
5
9
.
5
0
+
5
9
.
5
0
+
3
9
.
5
0
+
5
9
.
5
0
+
1
1.
0
3
C
A
T-1
PROP. GR
PROP. GR
PROP. GR
PROP. GR
358' LEFT TURN LANE
+
5
4
.
4
3
+
6
6
.
9
4
TYP.
2
4
'
300' TAPER
1
2
'
1
2
'
1
2
'
1
2
'
1
2
'
12
'
1
2
'
1
2
'
12
'
200' TAPER
12
'
1
2
'
1
2
'
1
6'
1
6'
GREU TL-3
GREU TL-3
2'-6" C&G
2'-6" C&G
5' SIDEWALK
5' SIDEWALK
200' TAPER220' LEFT TURN LANE
2'-6" C&G
2'-6" C&G
5' SIDEWALK
SP
DF '
4
SPDF '4
SPDF '4
SPDF '4
.
0
2
.
0
1
.
0
0
.
0
1
TYP.
R=10'
+
7
5.
5
4
+
0
5
.
0
7
345' RIGHT TURN LANE
5' SIDEWALK
+
5
0
.
0
0
+
7
0
.
0
0
100' TAPER
42'
+
9
1.
9
6
+13
.34
16'
16'
.00
.05
REPAT NOITISNART '63.125
1
2'
1
2'
1
2'
1
2'
1
2'
1
6
'
1
2
'
1
2
'
1
2
'
1'-6" C&G
1'-6" C&G
REPAT NOITISNART '51.202
+
6
4
.
7
9
5
9
.
9
3
+
8
4
.
7
6
+
TYPE III
+
5
1
.4
1
END
C&G
+25.91
C&G
BEGIN
+97
.76
BEG
IN
C&G
+
8
1
.
17
+
0
1
.
17
TYPE III PROP. GR
.
0
2
1
2
'
1
2
'
.
0
2
28'36'
TYP.TYP.
SIDEWALK IN 10'
RAMP DOWN
SIDEWALK IN 10'
RAMP DOWN SIDEWALK IN 10'
RAMP DOWN
SIDEWALK IN 10'
RAMP DOWN
+32.54
+
76
.8
1
T Y P.28'+92.00
+
1
6.
0
0
CONC. ISLAND
RETAIN EXISTING
-L- STA. 59+19.32
STA. 57+40.91 TO
ISLAND FROM -L-
MONOLITHIC CONC.
REMOVE AND REPLACE
C&G IN 10'
NOSE DOWN
-L- STA. 52+33.96
STA. 50+41.77 TO
ISLAND FROM -L-
MONOLITHIC CONC.
REMOVE AND REPLACE
CR
CR
5A
2A-MOD
2'-6" C&G
2'-6" C&G
1-MOD
1-MOD
CR
CR
2 CR
2 CR
7
7
3
2
.
5
'
3
2
'
16'12
'
ISLAND
MONO. CONC.
ISLAND
MONO. CONC.RETAIN RETAIN
CB
15" RCP-IV
15" RCP-IV
1
5
"
R
C
P
-
I
V
15" RCP-IV CB CB
15" RCP-IV
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
JB w/Slab Lid
RE
TA
IN
R
E
T
A
I
N
RETAIN
R
E
T
AI
N
R
E
T
A
I
N
808.00
807.50
24" RCP
REMOVE FES & 6'
REMOVE 12" HDPE
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
STA 43+85-45+75 -L-
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'E'
5SY GEOTEXTILE
EST 1 TONS
CL B RIP RAP
5SY GEOTEXTILE
EST 1 TONS
CL B RIP RAP
RETAIN
STA 20+00-21+00 -Y3- Lt
SPECIAL CUT DITCH
SEE DETAIL 'C'
RETAIN 2GI
15" CSP
Conv. 2GI To JB w/MH
DI
JB w/MH
DI
15" RCP
REMOVE 10' EXIST
15" RCP
REMOVE 8' EXIST
REMOVE DI
15" RCP-IV
REMOVE EXIST. 2GI
REMOVE EXIST. 2GI
REMOVE EXIST. 2GI
LATERAL 'V' DITCH
( Not to Scale)
2:
1 2:1
D
b
d
1"/Ft.
DDE = 40 CY
EST. 109 TON, 294SY GEOTEXTILE
FROM STA. 43+85 TO STA. 45+75 -L- Rt
Slope
Fill
CL B RIP RAP b= 5.0 Ft.
Max. d=2.0 Ft.
Min. D=2.0 Ft.
DETAIL 'E'
Ground
Natural
Geotextile
GRADE TO DRAIN
Skimmer Basin
110 x 56 x 3
N
A
D
8
3
/
N
A
2
0
1
1
F
F
F
F
F
F
F
F
C
C
C
C
F
F
F
C
F
F
F
F F
F
F
F
F
F
C
C
C
C
C
C
F F
ALLOWABLE IMPACTS ZONE 2
ALLOWABLE IMPACTS ZONE 1
SITE '2'
3
6
"
RC
P
-
IV
30 SY GEOTEXTILE
EST 15 TONS
CL I RIP RAP
SHEET 5 OF 13
BUFFER DRAWING
GRAPHIC SCALE
0'50'100'150'50'
S
E
E
S
H
E
E
T
5
M
A
T
C
H
L
I
N
E
-
L
-
S
T
A.
4
5
+
0
0
.
0
0
6
S
E
E S
H
E
E
T 10
M
A
T
C
H
LI
N
E -
RP
A- S
T
A. 14+
00.00
45+00
PAVEMENT REMOVAL
(LIBERTY RD)
-L- NC 62
I-85
73000
90100
2040 ADT
2018 ADT
5400
6100
1500
1800
2700
2900
3400
3600
10500
11200
11300
12600
68400
85100
S
E
E
S
H
E
E
T
7
M
A
T
C
H
LI
N
E
-
L-
S
T
A
.
5
8
+
0
0
.
0
0
FOR -L- PROFILE, SEE SHEET NO. 13
FOR -RPA- PROFILE, SEE SHEET NO. 17
FOR -RPB- PROFILE, SEE SHEET NO. 17
EXISTING SIGNAL
FOR R/W PLAN, SEE SHEET NO. 2B-3
R
E
V
IS
I
O
N
S
ROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2
7
-
S
E
P
-
2
0
2
1
11:
5
7
N
:
\
N
C
H
y
d
r
o
\
M
1
7
0
3
5
_
U
-
6
0
1
8
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
U
-
6
0
1
8
_
H
y
d
_
p
r
m
_
b
u
f
_
p
s
h
0
6
_
c
o
n
.
d
g
n
k
e
d
g
e
r
t
o
n
A
T
M
I
E
N
G
0
1
1
1
2
0
1
7
8
/
1
7
/
9
9
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-6018
Phone: 919-872-5115
Raleigh, North Carolina 27609
5808 Faringdon Place
www.rameykemp.com
NC License No. C-0910
OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL;
2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH
WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL
1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH
NOTES:
MT
L
MTL
MTL
MTL
48"CHL
WO
O
D
S
W OODS
4
8
"C
HL
48"CHL
48"CHL
WOODS
WOODS
RAP
RIP
WOODS
WOODS
48"CHL
48"CHL
4
8
"C
HL
BRUSH
SIG
W/SIG
MTL
MTL
15" RCP
15
"
C
M
P
15" H D P E
DI
DI
DI
DI
DI
48"WW
48"WW
CONC DEBRIS
COVERED W/
POSSIBLE DI
L T
GR
GR
WOODS
WOODS
WOODS
BRUSH
B
R
U
S
H
CONSTRUCTIONUNDER
SIG
B
R
U
S
H
WOODS
O
N
P
O
L
E
W/C
A
B
IN
E
T
WO
O
D
S
W
O
O
D
S
B
R
U
S
H
W / CA
B IN
E T
CA
M E RA
PO
L E
G R
B R U SH
GR
G
R GR
GR
MT
L
MTL
MTL
15" RCP
15
"
R
C
P
CONC
CONC LT
O
VE
R
HE
A
D
MT
L SI
G
NMTL
M T L
GR
GR
18"
R
C
P
18" RCP
2
4
"
R
C
P
1
2
"
H
D
P
E
JBPOSSIBLE
18
' B
S
T
B
S
T
SR 1154 KERSEY VALLEY RD 23' BST
I-
8
5
S
B
R
AMP
2
4
.5
' B
S
T
B
S
T24.5 ' B S T
CONC ISL CONC ISL
CONC ISL
CONC ISL
CONC
CONC
CONC
CONC BRIDGE
CONC BRIDGE
42" EXPRESSWAY CURB
42" EXPRESSWAY CURB
42" EXPRESSWAY CURB
NC 62 LIBERTY RD BST VARIES
NC 62 LIBERTY RD 28.5' BST
I-85 SB RAM
P BST V A RIES
BL-18
BL-17
B
Y
3
-
2
7
15" RCP
CURB
42" EXPRESSWAY
C
ONC
C
ON
C
CONC
CONC
CONC
CONC
T O L E X ING T O N
I -8 5 N B B S T VA R IE S
I -8 5 S B B S T VA R IE S
C
A
B
IN
E
T
P
O
W
E
R
S
HH
PLUG
4"PL
12"DI
HH HH
EMPTY
T
HH
12"DI
12"DI
12"DI 12"DI
IN CONDUIT
IN CONDUIT
IN
C
O
N
D
U
IT
8"DI ATTACHED UNDER BRIDGE
UNDER BRIDGE
ATTACHED
T O L E X ING T O N
;
;
;;
;
;
;
;
;
POND
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(O
U
T
)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(IN
)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
DB 4579 PG 92
DIANE A. MEREDITH REVOCABLE TRUST
FRED E. MEREDITH REVOCABLE TRUST
CLIFTON H. LAMD
EXISTING R/W
HOSPITALTY LLC
LIBERTY STREET
PB 119 PG 47
DB 8184 PG 2594
PI Sta 47+33.72
D
L = 654.43'
T = 328.65'
R = 2,864.79'
PIs Sta 51+26.18
F
Ls = 200.00'
LT = 133.34'
ST = 66.67'
55+00
50+00
-L- CS Sta. 50+59.50
-
L
-
S
T
S
t
a
. 5
2
+
5
9
.5
0
-L--RPA--RPB-
-RPB- PC Sta. 11+32.54
-RPB
-
PT
S
ta
. 12+
2
4
.17
-RPB
-
POT
S
ta
. 12+
4
5
.0
3
PI Sta 11+78.37
D
L = 91.63'
T = 45.83'
R = 1,500.00'
PI Sta 14+51.69
D
L = 521.36'
T = 262.01'
R = 2,112.00'
-
R
P
A-
P
C
Sta. 1
9
+
0
0.1
9
-
R
P
A-
P
T
Sta. 1
7
+
1
1.0
3
PI Sta 20+30.75
D
L = 240.64'
T = 130.56'
R = 250.00'
-RPA- Sta. 21+81.34
-L- Sta. 49+84.40=20+00
15+00
Runoff = 126'
-L-
-
R
P
B
-
e = Transition to exist.
-
Y
3
-
P
T
S
t
a
.
2
1
+
8
7
.
6
2
e = 0.03
-RPA- PT Sta. 21+40.83
-RPA-
e = Transition to exist.e = .05
Runoff = 140'
-RPB- Sta. 10+00.00
-L- Sta. 49+80.30=
6
8
R=6'
R=
15
0'
R
=
8
0
'
R=
6
0'
R=7.5'
.
0
3
.
0
3
.
0
2
.
0
2
EX
.
.02
.01
E
X.
.05.04
.0
5
.
0
3
.0
4
.04
.
0
3
.
0
2
.
0
3
.
0
2
.
01
.
01
.
0
2
.
0
1
.
0
1
.
0
0
.00
+
2
9
.
0
6
-RPB- STA. 11+51.55
END CONSTRUCTION
+
5
9
.
5
0
+
5
9
.
5
0
+
5
9
.
5
0
+
5
9
.
5
0
+
3
9
.
5
0
+
5
9
.
5
0
+
1
1.
0
3
C
A
T-1
PROP. GR
PROP. GR
PROP. GR
PROP. GR
358' LEFT TURN LANE
+
5
4
.
4
3
+
6
6
.
9
4
TYP.
2
4
'
300' TAPER
1
2
'
1
2
'
1
2
'
1
2
'
1
2
'
12
'
1
2
'
1
2
'
12
'
200' TAPER
12
'
1
2
'
1
2
'
1
6'
1
6'
GREU TL-3
GREU TL-3
2'-6" C&G
2'-6" C&G
5' SIDEWALK
5' SIDEWALK
200' TAPER220' LEFT TURN LANE
2'-6" C&G
2'-6" C&G
5' SIDEWALK
SP
DF '
4
SPDF '4
SPDF '4
SPDF '4
.
0
2
.
0
1
.
0
0
.
0
1
TYP.
R=10'
+
7
5.
5
4
+
0
5
.
0
7
345' RIGHT TURN LANE
5' SIDEWALK
+
5
0
.
0
0
+
7
0
.
0
0
100' TAPER
42'
+
9
1.
9
6
+13
.34
16'
16'
.00
.05
REPAT NOITISNART '63.125
1
2'
1
2'
1
2'
1
2'
1
2'
1
6
'
1
2
'
1
2
'
1
2
'
1'-6" C&G
1'-6" C&G
REPAT NOITISNART '51.202
+
6
4
.
7
9
5
9
.
9
3
+
8
4
.
7
6
+
TYPE III
+
5
1
.4
1
END
C&G
+25.91
C&G
BEGIN
+97
.76
BEG
IN
C&G
+
8
1
.
17
+
0
1
.
17
TYPE III PROP. GR
.
0
2
1
2
'
1
2
'
.
0
2
28'36'
TYP.TYP.
SIDEWALK IN 10'
RAMP DOWN
SIDEWALK IN 10'
RAMP DOWN SIDEWALK IN 10'
RAMP DOWN
SIDEWALK IN 10'
RAMP DOWN
+32.54
+
76
.8
1
T Y P.28'+92.00
+
1
6.
0
0
CONC. ISLAND
RETAIN EXISTING
-L- STA. 59+19.32
STA. 57+40.91 TO
ISLAND FROM -L-
MONOLITHIC CONC.
REMOVE AND REPLACE
C&G IN 10'
NOSE DOWN
-L- STA. 52+33.96
STA. 50+41.77 TO
ISLAND FROM -L-
MONOLITHIC CONC.
REMOVE AND REPLACE
CR
CR
5A
2A-MOD
2'-6" C&G
2'-6" C&G
1-MOD
1-MOD
CR
CR
2 CR
2 CR
7
7
3
2
.
5
'
3
2
'
16'12
'
ISLAND
MONO. CONC.
ISLAND
MONO. CONC.RETAIN RETAIN
CB
15" RCP-IV
15" RCP-IV
1
5
"
R
C
P
-
I
V
15" RCP-IV CB CB
15" RCP-IV
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
JB w/Slab Lid
RE
TA
IN
R
E
T
A
I
N
RETAIN
R
E
T
AI
N
R
E
T
A
I
N
808.00
807.50
24" RCP
REMOVE FES & 6'
REMOVE 12" HDPE
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
STA 43+85-45+75 -L-
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'E'
5SY GEOTEXTILE
EST 1 TONS
CL B RIP RAP
5SY GEOTEXTILE
EST 1 TONS
CL B RIP RAP
RETAIN
STA 20+00-21+00 -Y3- Lt
SPECIAL CUT DITCH
SEE DETAIL 'C'
RETAIN 2GI
15" CSP
Conv. 2GI To JB w/MH
DI
JB w/MH
DI
15" RCP
REMOVE 10' EXIST
15" RCP
REMOVE 8' EXIST
REMOVE DI
15" RCP-IV
REMOVE EXIST. 2GI
REMOVE EXIST. 2GI
REMOVE EXIST. 2GI
LATERAL 'V' DITCH
( Not to Scale)
2:
1 2:1
D
b
d
1"/Ft.
DDE = 40 CY
EST. 109 TON, 294SY GEOTEXTILE
FROM STA. 43+85 TO STA. 45+75 -L- Rt
Slope
Fill
CL B RIP RAP b= 5.0 Ft.
Max. d=2.0 Ft.
Min. D=2.0 Ft.
DETAIL 'E'
Ground
Natural
Geotextile
GRADE TO DRAIN
Skimmer Basin
110 x 56 x 3
8
0
5
8
0
5
8
0
5
805
805
805
805
805
805
805
810
8
1
0
810
8
10
8
1
0
810
810
8
1
0
810
8
10
8
15
8
15
815
815
815
815
815
8
1
5
8 2 0
820
8 2 0
820
820
820
8
2
0
820
820
820
820
8
2
0
8
2
0
820
8
2
0
8 2 0
8
2
0
8
2
0
8
2
0
8
2
0
820
820
820
8
2
0
8
2
0
820
820
820
820
820
8 2 5
825 825
8 2 5
8 2 5
8 2 5
8
2
5
8
2
5
825
825
825
825
825
825
8
2
5
8
2
5
8
2
5
8
2
5
825
825
825
825
8
2
5
825
825
8
2
5
8
2
5
8
2
5 825
825
825
8 2 5
8
2
5
8
2
5
825
825
825
825
825
825
825
825
8
2
5
8
2
5
825
825
825
825
8
3
0
8
30
8
3
0
8
3
0
830
830
830
8
3
0
8 3 0
830
830
830
830
830
830
8
3
0
8
3
0
8
3
0
830
8
3
0
830
830
830 830
8
3
0
8
3
0
8
3
0
830
830
830
830
830
830
830
830
8
3
0
835
835
835
835
8
3
5
835
835
835
835
835
835
835
8
3
5
835
8
3
5
8
3
5
8
35
835
835
835
835
8
3
5
835
835
835
8
3
5
8
3
5
835
835
835
835
835
835
835
835
835
840
840
840
8
4
0
840
840
840
840
840
8
4
0
840
840
840
840
8
4
0
8 4 0
8
4
0
840
8
4
0
8
4
0
8
4
0
8
4
0
840
8
4
0
8
4
0
840
840
840
840
840
840
840
840
8
4
0
840
840
840
840
840
840
8
4
0
8
4
0
8
4
0
8
4
0
8
4
0
840
840
840
845
845
845
845845
845
845
845
845
845
845
845
845
8
4
5
845
8
4
5
845
8 4 5
845
8
4
5
845
845
845
845
845
845
845
8
4
5
8
4
5
8
4
5
8
4
5
8 4 5
845
845
8 4 5
845
8
5
0
850
N
A
D
8
3
/
N
A
2
0
1
1
F
F
F
F
F
F
F
F
C
C
C
C
F
F
F
C
F
F
F
F F
F
F
F
F
F
C
C
C
C
C
C
F F
ALLOWABLE IMPACTS ZONE 2
ALLOWABLE IMPACTS ZONE 1
SITE '2'
3
6
"
RC
P
-
IV
30 SY GEOTEXTILE
EST 15 TONS
CL I RIP RAP
GRAPHIC SCALE
0'50'100'150'50'
SHEET 6 OF 13
BUFFER DRAWING
SEE SHEET 11MATCHLINE -Y9- STA. 13+75.00
S
E
E
S
H
E
E
T
7
M
A
T
C
H
LI
N
E
-
L-
S
T
A
.
7
0
+
0
0
.
0
0
8
FOR -L- PROFILE, SEE SHEET NO. 14
FOR -Y8- PROFILE, SEE SHEET NO. 19
FOR -Y9- PROFILE, SEE SHEET NO. 20
PROPOSED SIGNAL
(LIBERTY RD)
-L- NC 62
2040 ADT
2018 ADT
OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL;
2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH
WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL
1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH
NOTES:
FOR R/W PLAN, SEE SHEET NO. 2B-5
R
E
V
IS
I
O
N
S
ROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2
7
-
S
E
P
-
2
0
2
1
11:
5
7
N
:
\
N
C
H
y
d
r
o
\
M
1
7
0
3
5
_
U
-
6
0
1
8
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
U
-
6
0
1
8
_
H
y
d
_
p
r
m
_
b
u
f
_
p
s
h
0
8
.
d
g
n
k
e
d
g
e
r
t
o
n
A
T
M
I
E
N
G
0
1
1
1
2
0
1
7
8
/
1
7
/
9
9
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-6018
Phone: 919-872-5115
Raleigh, North Carolina 27609
5808 Faringdon Place
www.rameykemp.com
NC License No. C-0910
OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL;
2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH
WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL
1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH
NOTES:
W
W
W
BRUSH
WOODS
18
" R
C
P
4
8
"WW
D
IL
A
P
ID
A
T
E
D
P
O
L
E
G
U
Y 15
" R
C
P
E
N
D
U
N
K
N
O
WN
WO
O
D
S
BRUSH
WOODS
HWWD
HWWD
15
" R
C
P
HWWD
H WWD
15
" R
C
P
V
A
R
.HT
S
T
O
NE
WA
L
L
GR
W
O
O
D
S
48"WD RAIL 15
"BK
V
A
R
.H
T
B
K
WA
L
L
5
4
"
W
D
1 1/2
S
B
K/F
D
48"CONC
GR
G
R
10'
B
ST
15" R
C
P GA
T
E
MT
L
4
8
"C
HL
W
1SBK/FD42"CONC
WO
O
D
S
C
O
L
U
MN
B
K
C
O
L
U
MN
B
K
SMT
L
G
A
T
E
S
2-
M
T
L
1
6'
B
S
T
15
" R
C
P
B
R
U
S
H
B
R
US
H
HW
CONC
HW
CONC
S
12
" H
D
P
E
W
O
O
D
S
3
S
E
L
E
C
3S ELEC 3S ELEC
SW
D
B
R
U
S
H
W/LT
3
S
E
L
E
C
3
S
E
L
E
C
GATEMTL
W/LT
W
3
S
E
L
E
C
S
C
A
T
T
E
R
E
D
T
R
E
E
S
ABAND 15" RCP
RAP
RIP
8
'
G
R
W/BASEMENT
1SBKD
WD DK
WD RAMP
BK
BK
18
'
B
S
T
DI DI
8"
H
D
PE
N
O
A
C
C
E
S
S
TO
P=8 2 3.15
66"WD
42"CONC
W
W
D
I
L
A
P
I
D
A
T
E
D
12'
G
R
8
'GR
8
'
G
R
15" RCP
1
2
"
R
C
P
12
"
R
C
P
15" CMP
1SFD
W
D
36
"CONC
15" RCP
WOODS
12" RCP
12" CMP 12" CMP
4
8
"C
H
L
W
STEPS
MTL
1SFD
G
S
W
G
LT
1SFD
9
'
B
S
T
BST
TANKS
2-SEPTIC
WOODS
BRUSH
12" RCP
30"CONC
GATE
MTL
5
4
"
C
H
L
72"CHL
FOUNTAIN
WALL
12" STONE
W
W
1SFD
8
'
S
O
I
L
6
0
"
C
H
L
1SFD
WD
BK
WD
LT
8
'
B
S
T
TANK
OIL
A/G
TANK
OIL
A/G
W36"CONC
ACCESS
BASEMENT
9
'
B
S
T
1SBKD
3
6
"
C
O
N
C
10'B
S
T
15" RCP
DI DI DI DI DI DI
12" RCP
12" RCP
12" RCP
12" RCP
12" RCP
12" RCP 12" RCP
G
R
GR
BST
GR
19
' GR
S
R
4
0
6
6
MOD
LIN
GR
OVE
R
D
19
' B
S
T
S R 4 0 6 6 M O D L IN G R O V E R D 18 ' B S T
NC 62 25.5' BST
NC 62 22.5' BST
T
O
P
=
8
16
.2
8
2
4
"
R
C
P
BL-19
B
Y
8
-
3
3
BL-20
2 1" R C P
2
1" R
C
P
21" RCP
12" RCPEIP
EIP
EIP
E
IP
C
O
N
C
EIP EIP
EIP
EIP
SIGRID E. WOODS
PERRY WOODS III
HIGH POINT LLC
TRIAD PROPERTIES OF
MARTHA Y. SNYDER
CLARENCE W. DAVIS
KIM TRAN
E IP
E
IP
EIP
D. H. GRIFFIN SR.
PROTECTIVE ASSOC. INC.
GUIL-RAND FIRE
MARCIA S. OTWELL
RODNEY E. OTWELL
BRENDA S. HUFFMAN
TIMOTHY J. HUFFMAN
EIP
EIP
AARON T. OLLIS
JAMES A. SMITH
TERRY R. NALL
PINE GROVE BAPTIST CHURCH
GLADYS S. FOX
L. FRANKLIN FOX
7
5
.
0
0
'
6
0
.
0
0
'
EXISTING R/W
EXISTING R/W
6
0
.
0
0
'
EXISTING R/W
EXISTING R/W
60
.00'
E
X
IS
T
IN
G
R
/
W
E
X
IS
T
IN
G
R
/
W
48"BLK WALL
CONC STEPS
TO CLIMAX
12"DI
12"DI
12"DI
W (CLOSED)
POND
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
I
N
)
CITY OF ARCHDALE (OUT)
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
I
N
)
EXISTING R/W
LINDA SIKES
ROBERT E. SIKES
WILLIAM L. CORN
L
IL
A
P
H
A
M
CARPORT
CARPORT
G
C
A
R
P
O
R
T
HILLTOP HOLDING III LLC
BARRY HELSABECK
HELSABECK, &
DEBRA COLTRANE
COLTRANE,
CLAUDIA MARSH
LILA PHAM
LILA PHAM
LILA PHAM
BM5
WP
1=
WP
14
WP2
WP3
WP4
WP5
WP6
WP7
WP8
WP9
WP10
WP11
WP12
WP13
360
365
370
WN1=WN7
WN2
WN3
WN4WN5
WN6
WN
80+00
75+00
70+00
15
+
0
0
70+00
-Y8-
-L-
-
Y9
-
9
15
16
17
18
19
20
36
35
34
32
33
14
24A
24
PUE
DUE
39
PUE
.045
.04
.03
.02
.01
.
055
.
0
4
.
0
3
.
0
5
P
RO
P
. G
R
E
X.E
X..055.065.055
.075
.045
.
0
2
.
0
2
.04
.
0
2
.
0
2
.
0
2
.
0
2
T
L
-
3
G
R
E
U
.045
AT-1
.03
CR
2A-MOD
CR
CR
1-MOD
CR
CR
CB
CB
CB
STA 72+00-77+70 -L- Lt
SPECIAL BACK OF CURB CUT DITCH
SEE DETAIL 'A'
STA 73+50-77+36 -L- Rt
SPECIAL BACK OF CURB CUT DITCH
SEE DETAIL 'F'
15" 15"
15" 15" 15"
15"
RETAIN
RETAIN
CB CB
CB CB
CB
14SY GEOTEXTILE
EST 5 TONS
CL B RIP RAP
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
5SY GEOTEXTILE
EST 1 TON
CL B RIP RAP
HW15" RCP-IV
REMOVE
REMOVE
REMOVE
24" RCP
REMOVE
R
EM
O
V
E
Flatter4:1 or
D
2:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -Y8- STA. 13+50 TO STA. 14+75 RT
DETAIL 'C'
Min. D=1 Ft.
Ground
Natural Slope
Ditch
Front
REMO
VE
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:
1 D
FROM -Y8- STA. 16+00 TO STA. 16+50 RT
FROM -Y8- STA. 14+50 TO STA. 15+90 LT
Min. D=1 Ft.
DETAIL 'L'
Ground
Natural
Flatter4:1 or
Slope
Fill
REM
O
VE
REM
O
VE
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
15" RCP-IV
15" RCP-IV
STA 72+21 -L- Rt
STD. 3' BASE DITCH
SEE DETAIL 'H'
STA 11+50-19+00 -Y9- Rt
OF CURB CUT DITCH
SPECIAL BACK
SEE DETAIL 'F'
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
STA 72+25-72+74 -L- Rt
STANDARD 'V' DITCH
SEE DETAIL 'I'
STA 13+50-14+75 -Y8- Rt
SPECIAL CUT DITCH
SEE DETAIL 'C'
4:14:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM -L- STA. 73+50 TO STA. 77+36 RT
DETAIL 'F'
GROUND
NATURAL
4:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM -Y8- STA. 16+50 TO STA. 16+74 LT
FROM -L- STA. 72+00 TO STA. 77+70 LT
DETAIL 'A'
GROUND
NATURAL
STA 14+50-15+90 -Y8- Lt
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 'L'
-Y8- Rt
STA 16+00-16+50
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 'L'
15
"
R
C
P
-
I
V
INLET 15+50 -Y8- Lt
CLEAN DITCH OUT AT
16+74 -Y8- Lt
STA 16+50-
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAIL 'A'
15" RCP-IV
15" RCP-IV
15" RCP-IV
STA 72+74-73+50 -L- Rt
W/CL B RIP RAP
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAIL 'J'
REMOVE DI'S & 12"/15" RCP
REMOVE DI'S & 12"/15" RCP
-70+72 -L- Lt
STA 70+00
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAIL 'K'
4:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
EST. 27 TON, 80SY GEOTEXTILE
FROM -L- STA. 72+74 TO STA. 73+50 RT
DETAIL 'J'
GROUND
NATURAL
Geotextile
d
Type of Liner= CL B Rip-Rap Max. d=1 Ft.
3:13:
1
D
( Not to Scale)
d
STANDARD 'V' DITCH
DDE = 7 CY
EST. 18 TON, 52 SY GEOTEXTILE
FROM -L-STA. 72+25 TO STA. 72+74 RT
Type of Liner= CL B Rip-Rap Max. d=1.0 Ft.
Min. D=1.0 Ft.
DETAIL 'I'
Ground
Natural
Ground
Natural
Geotextile
B
2:12:
1 D
( Not to Scale)
STANDARD 3' BASE DITCH
DDE = 29 CY
STA. 72+21 -L- Rt
DETAIL 'H'
B= 3.0Ft.
Min. D= 2.0Ft.
Ground
Natural
Ground
Natural
3:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
EST. 26 TON, 76SY GEOTEXTILE
FROM -L- STA. 70+00 TO STA. 70+72 LT
DETAIL 'K'
GROUND
NATURAL
Geotextile
d
Type of Liner= CL B Rip-Rap Max. d=1 Ft.
15
"
1900
1700
400
300
100
100
300
300
7900
7500
400
400
9600
9100
MODLIN GROVE RD.
SR 4066
WEANT RD
REALIGNED
-Y9- SR 1162
2300
2000
DI
REPLACE WITH DI
REMOVE HOME MADE DI
15" RCP-IV
N
A
D
8
3
/
N
A
2
0
1
1
F
F
F
F
F
F
F
C
C
C
F
ALLOWABLE IMPACTS ZONE 2
ALLOWABLE IMPACTS ZONE 1
SITE '3'
TO STA 11+50 -Y9- Rt
STA 69+80 -L- Rt
TOE PROTECTION
SEE DETAIL 'G'
3
0
"
R
C
P
-IV
22SY GEOTEXTILE
EST 11 TONS
CL I RIP RAP
R
C
P
-
I
V
3
6
"
SHEET 7 OF 13
BUFFER DRAWING
GRAPHIC SCALE
0'50'100'150'50'
SEE SHEET 11MATCHLINE -Y9- STA. 13+75.00
S
E
E
S
H
E
E
T
7
M
A
T
C
H
LI
N
E
-
L-
S
T
A
.
7
0
+
0
0
.
0
0
8
FOR -L- PROFILE, SEE SHEET NO. 14
FOR -Y8- PROFILE, SEE SHEET NO. 19
FOR -Y9- PROFILE, SEE SHEET NO. 20
PROPOSED SIGNAL
(LIBERTY RD)
-L- NC 62
2040 ADT
2018 ADT
OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL;
2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH
WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL
1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH
NOTES:
FOR R/W PLAN, SEE SHEET NO. 2B-5
R
E
V
IS
I
O
N
S
ROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2
7
-
S
E
P
-
2
0
2
1
11:
5
7
N
:
\
N
C
H
y
d
r
o
\
M
1
7
0
3
5
_
U
-
6
0
1
8
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
U
-
6
0
1
8
_
H
y
d
_
p
r
m
_
b
u
f
_
p
s
h
0
8
_
c
o
n
.
d
g
n
k
e
d
g
e
r
t
o
n
A
T
M
I
E
N
G
0
1
1
1
2
0
1
7
8
/
1
7
/
9
9
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-6018
Phone: 919-872-5115
Raleigh, North Carolina 27609
5808 Faringdon Place
www.rameykemp.com
NC License No. C-0910
OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL;
2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH
WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL
1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH
NOTES:
W
W
W
BRUSH
WOODS
18
" R
C
P
4
8
"WW
D
IL
A
P
ID
A
T
E
D
P
O
L
E
G
U
Y 15
" R
C
P
E
N
D
U
N
K
N
O
WN
WO
O
D
S
BRUSH
WOODS
HWWD
HWWD
15
" R
C
P
HWWD
H WWD
15
" R
C
P
V
A
R
.HT
S
T
O
NE
WA
L
L
GR
W
O
O
D
S
48"WD RAIL 15
"BK
V
A
R
.H
T
B
K
WA
L
L
5
4
"
W
D
1 1/2
S
B
K/F
D
48"CONC
GR
G
R
10'
B
ST
15" R
C
P GA
T
E
MT
L
4
8
"C
HL
W
1SBK/FD42"CONC
WO
O
D
S
C
O
L
U
MN
B
K
C
O
L
U
MN
B
K
SMT
L
G
A
T
E
S
2-
M
T
L
1
6'
B
S
T
15
" R
C
P
B
R
U
S
H
B
R
US
H
HW
CONC
HW
CONC
S
12
" H
D
P
E
W
O
O
D
S
3
S
E
L
E
C
3S ELEC 3S ELEC
SW
D
B
R
U
S
H
W/LT
3
S
E
L
E
C
3
S
E
L
E
C
GATEMTL
W/LT
W
3
S
E
L
E
C
S
C
A
T
T
E
R
E
D
T
R
E
E
S
ABAND 15" RCP
RAP
RIP
8
'
G
R
W/BASEMENT
1SBKD
WD DK
WD RAMP
BK
BK
18
'
B
S
T
DI DI
8"
H
D
PE
N
O
A
C
C
E
S
S
TO
P=8 2 3.15
66"WD
42"CONC
W
W
D
I
L
A
P
I
D
A
T
E
D
12'
G
R
8
'GR
8
'
G
R
15" RCP
1
2
"
R
C
P
12
"
R
C
P
15" CMP
1SFD
W
D
36
"CONC
15" RCP
WOODS
12" RCP
12" CMP 12" CMP
4
8
"C
H
L
W
STEPS
MTL
1SFD
G
S
W
G
LT
1SFD
9
'
B
S
T
BST
TANKS
2-SEPTIC
WOODS
BRUSH
12" RCP
30"CONC
GATE
MTL
5
4
"
C
H
L
72"CHL
FOUNTAIN
WALL
12" STONE
W
W
1SFD
8
'
S
O
I
L
6
0
"
C
H
L
1SFD
WD
BK
WD
LT
8
'
B
S
T
TANK
OIL
A/G
TANK
OIL
A/G
W36"CONC
ACCESS
BASEMENT
9
'
B
S
T
1SBKD
3
6
"
C
O
N
C
10'B
S
T
15" RCP
DI DI DI DI DI DI
12" RCP
12" RCP
12" RCP
12" RCP
12" RCP
12" RCP 12" RCP
G
R
GR
BST
GR
19
' GR
S
R
4
0
6
6
MOD
LIN
GR
OVE
R
D
19
' B
S
T
S R 4 0 6 6 M O D L IN G R O V E R D 18 ' B S T
NC 62 25.5' BST
NC 62 22.5' BST
T
O
P
=
8
16
.2
8
2
4
"
R
C
P
BL-19
B
Y
8
-
3
3
BL-20
2 1" R C P
2
1" R
C
P
21" RCP
12" RCPEIP
EIP
EIP
E
IP
C
O
N
C
EIP EIP
EIP
EIP
SIGRID E. WOODS
PERRY WOODS III
HIGH POINT LLC
TRIAD PROPERTIES OF
MARTHA Y. SNYDER
CLARENCE W. DAVIS
KIM TRAN
E IP
E
IP
EIP
D. H. GRIFFIN SR.
PROTECTIVE ASSOC. INC.
GUIL-RAND FIRE
MARCIA S. OTWELL
RODNEY E. OTWELL
BRENDA S. HUFFMAN
TIMOTHY J. HUFFMAN
EIP
EIP
AARON T. OLLIS
JAMES A. SMITH
TERRY R. NALL
PINE GROVE BAPTIST CHURCH
GLADYS S. FOX
L. FRANKLIN FOX
7
5
.
0
0
'
6
0
.
0
0
'
EXISTING R/W
EXISTING R/W
6
0
.
0
0
'
EXISTING R/W
EXISTING R/W
60
.00'
E
X
IS
T
IN
G
R
/
W
E
X
IS
T
IN
G
R
/
W
48"BLK WALL
CONC STEPS
TO CLIMAX
12"DI
12"DI
12"DI
W (CLOSED)
POND
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
I
N
)
CITY OF ARCHDALE (OUT)
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
C
I
T
Y
O
F
A
R
C
H
D
A
L
E
(
I
N
)
EXISTING R/W
LINDA SIKES
ROBERT E. SIKES
WILLIAM L. CORN
L
IL
A
P
H
A
M
CARPORT
CARPORT
G
C
A
R
P
O
R
T
HILLTOP HOLDING III LLC
BARRY HELSABECK
HELSABECK, &
DEBRA COLTRANE
COLTRANE,
CLAUDIA MARSH
LILA PHAM
LILA PHAM
LILA PHAM
BM5
WP
1=
WP
14
WP2
WP3
WP4
WP5
WP6
WP7
WP8
WP9
WP10
WP11
WP12
WP13
360
365
370
WN1=WN7
WN2
WN3
WN4WN5
WN6
WN
80+00
75+00
70+00
15
+
0
0
70+00
-Y8-
-L-
-
Y9
-
9
15
16
17
18
19
20
36
35
34
32
33
14
24A
24
PUE
DUE
39
PUE
.045
.04
.03
.02
.01
.
055
.
0
4
.
0
3
.
0
5
P
RO
P
. G
R
E
X.E
X..055.065.055
.075
.045
.
0
2
.
0
2
.04
.
0
2
.
0
2
.
0
2
.
0
2
T
L
-
3
G
R
E
U
.045
AT-1
.03
CR
2A-MOD
CR
CR
1-MOD
CR
CR
CB
CB
CB
STA 72+00-77+70 -L- Lt
SPECIAL BACK OF CURB CUT DITCH
SEE DETAIL 'A'
STA 73+50-77+36 -L- Rt
SPECIAL BACK OF CURB CUT DITCH
SEE DETAIL 'F'
15" 15"
15" 15" 15"
15"
RETAIN
RETAIN
CB CB
CB CB
CB
14SY GEOTEXTILE
EST 5 TONS
CL B RIP RAP
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
5SY GEOTEXTILE
EST 1 TON
CL B RIP RAP
HW15" RCP-IV
REMOVE
REMOVE
REMOVE
24" RCP
REMOVE
R
EM
O
V
E
Flatter4:1 or
D
2:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -Y8- STA. 13+50 TO STA. 14+75 RT
DETAIL 'C'
Min. D=1 Ft.
Ground
Natural Slope
Ditch
Front
REMO
VE
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:
1 D
FROM -Y8- STA. 16+00 TO STA. 16+50 RT
FROM -Y8- STA. 14+50 TO STA. 15+90 LT
Min. D=1 Ft.
DETAIL 'L'
Ground
Natural
Flatter4:1 or
Slope
Fill
REM
O
VE
REM
O
VE
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
15" RCP-IV
15" RCP-IV
STA 72+21 -L- Rt
STD. 3' BASE DITCH
SEE DETAIL 'H'
STA 11+50-19+00 -Y9- Rt
OF CURB CUT DITCH
SPECIAL BACK
SEE DETAIL 'F'
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
STA 72+25-72+74 -L- Rt
STANDARD 'V' DITCH
SEE DETAIL 'I'
STA 13+50-14+75 -Y8- Rt
SPECIAL CUT DITCH
SEE DETAIL 'C'
4:14:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM -L- STA. 73+50 TO STA. 77+36 RT
DETAIL 'F'
GROUND
NATURAL
4:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM -Y8- STA. 16+50 TO STA. 16+74 LT
FROM -L- STA. 72+00 TO STA. 77+70 LT
DETAIL 'A'
GROUND
NATURAL
STA 14+50-15+90 -Y8- Lt
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 'L'
-Y8- Rt
STA 16+00-16+50
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 'L'
15
"
R
C
P
-
I
V
INLET 15+50 -Y8- Lt
CLEAN DITCH OUT AT
16+74 -Y8- Lt
STA 16+50-
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAIL 'A'
15" RCP-IV
15" RCP-IV
15" RCP-IV
STA 72+74-73+50 -L- Rt
W/CL B RIP RAP
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAIL 'J'
REMOVE DI'S & 12"/15" RCP
REMOVE DI'S & 12"/15" RCP
-70+72 -L- Lt
STA 70+00
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAIL 'K'
4:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
EST. 27 TON, 80SY GEOTEXTILE
FROM -L- STA. 72+74 TO STA. 73+50 RT
DETAIL 'J'
GROUND
NATURAL
Geotextile
d
Type of Liner= CL B Rip-Rap Max. d=1 Ft.
3:13:
1
D
( Not to Scale)
d
STANDARD 'V' DITCH
DDE = 7 CY
EST. 18 TON, 52 SY GEOTEXTILE
FROM -L-STA. 72+25 TO STA. 72+74 RT
Type of Liner= CL B Rip-Rap Max. d=1.0 Ft.
Min. D=1.0 Ft.
DETAIL 'I'
Ground
Natural
Ground
Natural
Geotextile
B
2:12:
1 D
( Not to Scale)
STANDARD 3' BASE DITCH
DDE = 29 CY
STA. 72+21 -L- Rt
DETAIL 'H'
B= 3.0Ft.
Min. D= 2.0Ft.
Ground
Natural
Ground
Natural
3:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
EST. 26 TON, 76SY GEOTEXTILE
FROM -L- STA. 70+00 TO STA. 70+72 LT
DETAIL 'K'
GROUND
NATURAL
Geotextile
d
Type of Liner= CL B Rip-Rap Max. d=1 Ft.
15
"
805
8
0
5
8058
0
5
8
0
5
8
0
5
810
810
810
810
810
810
810
8
10
8
1
0
8
1
0
8
10
810
810
810
8
10
8
1
0
810
8
10
815
815
8
15
815
815
815
815
8
15
815
815
815
815
8
1
5
8
1
5
8
15
815
815
815
815
8
1
5
815
815
815
815
815
815
815
8
1
5
8
15
815
8
15
815
815
815
815
820
8
2
0
8
2
0
820
8
2
0
8
2
0
820
820
820
8
2
0
820
820
820
820
820
820820
820
820
8
2
0
820 820
820
8
2
0
8
2
0
820
8
2
0
8
2
0
8
2
0
820
820
820
8
2
0
820
820
8 2 0
820
8
2
0
8
20
820
8
2
0
820
8
2
0
8
2
0
820
8
2
0
820
825
825
825
825
8
2
5
8
2
5
825
825
825
8
25
825
8
2
5
8
2
5
8
2
5
8
2
5
8
2
5
8
2
5
8
2
5
825
82
5
8
2
5
8258
2
5
825
825
8
2
5
82
5
825
8
2
5
825
825
8
2
5
825 825
825
8
2
5
8
2
5
825
8
2
5
825
825
825
825
825
825
825
825
825
825
825
8
2
5 825
825
825
830
830
830
830
830
830
8
3
0
8
3
0
830
830
8
3
0
8
3
0
830
8
3
0
8
3
0
8
3
0
830
830
830
830
8
3
0
830
830
8 3 0
830
8
3
0
8
3
0
8
3
0 830
830
830
830
830
835
8
35
835
1900
1700
400
300
100
100
300
300
7900
7500
400
400
9600
9100
MODLIN GROVE RD.
SR 4066
WEANT RD
REALIGNED
-Y9- SR 1162
2300
2000
DI
REPLACE WITH DI
REMOVE HOME MADE DI
15" RCP-IV
N
A
D
8
3
/
N
A
2
0
1
1
F
F
F
F
F
F
F
C
C
C
F
ALLOWABLE IMPACTS ZONE 2
ALLOWABLE IMPACTS ZONE 1
SITE '3'
TO STA 11+50 -Y9- Rt
STA 69+80 -L- Rt
TOE PROTECTION
SEE DETAIL 'G'
3
0
"
R
C
P
-IV
22SY GEOTEXTILE
EST 11 TONS
CL I RIP RAP
R
C
P
-
I
V
3
6
"
GRAPHIC SCALE
0'50'100'150'50'
SHEET 8 OF 13
BUFFER DRAWING 9
S
E
E
S
H
E
E
T
5
M
A
T
C
H
L
I
N
E
-
Y
3
-
S
T
A
.
2
8
+
0
0
.
0
0
PAVEMENT REMOVAL
FOR -Y3- PROFILE, SEE SHEET NO. 16
FOR R/W PLAN, SEE SHEET NO. 2B-6
R
E
V
IS
I
O
N
S
ROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2
7
-
S
E
P
-
2
0
2
1
11:
5
7
N
:
\
N
C
H
y
d
r
o
\
M
1
7
0
3
5
_
U
-
6
0
1
8
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
U
-
6
0
1
8
_
H
y
d
_
p
r
m
_
b
u
f
_
p
s
h
0
9
.
d
g
n
k
e
d
g
e
r
t
o
n
A
T
M
I
E
N
G
0
1
1
1
2
0
1
7
8
/
1
7
/
9
9
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-6018
Phone: 919-872-5115
Raleigh, North Carolina 27609
5808 Faringdon Place
www.rameykemp.com
NC License No. C-0910
OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL;
2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH
WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL
1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH
NOTES:v
v
v
vv
v
v
v
WOODS
WOODS
WOODS
WOODS
WO
O
D
S
B
R
U
S
H
BRUSH
GR
BRUSH
G
R
B
K
P
O
R
C
H
D
IL
A
P
ID
A
T
E
D
48"CONC
T
A
N
K
U
/
G
O
IL
A
B
A
N
D
L
T
RUINS
B
S
S
A
B
A
N
D
1S
B
K
DW
GR
W
36'WW & 1SBW
WOODS
BR
US
H
W
O
O
D
S
36"WW & 3SBW
2
-
WD
G
A
T
E
S
S
S
S
72
"CHL
72"CHL
12
"
R
C
P
72"CONC WALL
MEMORIAL/BURIAL
48"CHL
GR
12
"
R
C
P
13' GR
15' GR
WOODS
BRUSH
18
"
S
T
L
10" GR
12
"
R
C
P
W
G
R 11' GR
D
K
1S
F
D
1S
B
K
D
3
6
"B
K
13' GR
15
"
R
C
P
18" RCP12" RCP
2
4
"
R
C
P
12' GR
D
I
6
"
DI
4
8
"C
O
N
C
D
K
1S
B
K
D
L
T
T
A
N
K
U
/
G
O
IL
T
A
N
K
A
/
G
O
IL
L
T
C
O
N
C
S
R
115
4
K
E
R
S
E
Y
V
A
L
L
E
Y
R
D
2
2
.5
' B
S
T
B
Y
3
-2
7
B
Y
3
-
2
6
CONC
C
O
N
C
C
O
N
C
E
IP
E
IP
E
IP
E
IP
E
IP
E
IP
FARMERS & MERCHANTS BANK
D
A
N
A
R
.
S
H
E
A
F
F
D
O
U
G
L
A
S
E
.
S
H
E
A
F
F
AMERICAN TOWERS INC
EMMA J. COX
PHLLIS P. NANCE
ROGER C. NANCE
ADAM T. MOORE
RICHARD W. MOORE
STEVE A. MOORE
MARSHALL MOORE
STEPHEN HALL
LBD PROPERTIES LLC
C
O
N
C
DIANE A. MEREDITH REVOCABLE TRUST
FRED E. MEREDITH REVOCABLE TRUST
CLIFTON H. LAMD
60.00'
E
X
IS
T
IN
G
R
/
W
E
X
IS
T
IN
G
R
/
W
70.00'
E
X
IS
T
IN
G
R
/
W
E
X
IS
T
IN
G
R
/
W
5
0
.
0
0
'
EXISTING PRIVATE R/W
C
A
B
IN
E
T
P
O
WE
R
H
H
IN
C
O
N
D
U
IT
IN CONDUIT
IN C O N D U IT
T
SPRING HEAD
APPARENT
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
IN
)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
IN
)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
IN
)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
D
IA
N
E
A. M
E
R
E
D
IT
H
R
E
V
O
C
A
B
L
E
T
R
U
S
T
F
R
E
D
E. M
E
R
E
D
IT
H
R
E
V
O
C
A
B
L
E
T
R
U
S
T
C
L
IF
T
O
N
H.
L
A
M
D
P
O
N
D
226
230
235
240
245
248
249
250
255
257
260
265
270
274
275
280
285
288
WE7
WE6
WH1.5
WG7
WG1
WG6
WG5
WG2
WH10
WH1=WH11
WH9WH8
WH7
WH2
WH3
WH6
WH5
WH4
WE5
WE8
WE9
WE10
WE2 WE3
WE4
LOOK_WR3
WR5
WR4
WR1
WR2
WE1=WE11
266
387
388
389
390
391
WF22
WF21WF20
WF19
WF18WF17
WF2
WF4
WF5
WF7
WF8
WF9
WF10
WF11
WG3
WG4
WD1=SI11A
WD2
WD3
WD4
WD5
WD6
WD7
WD8
WF12
WF13
WF14
WF15
WF16WF23
WF24
WF25
WF26
WF27=WF2
WD
-
R
P
A
-
P
T
S
t
a
.
1
7
+
1
1.
0
3
15
+
0
0
20+0025+00
-Y3- PC Sta. 16+44.55
-
Y3
-
P
T
S
t
a
. 2
1+
8
7
.6
2
-
Y3
-
P
C
S
ta
. 2
7
+
12
.3
5
-Y3-
6
23
22
21
DUE
DUE
DUE
37
2' FDPS
2' FDPS
.0
2
.0
2
EX.
.01
.0
1
.0
1
.0
0
.0
3
.0
4
.
0
5
.
0
6
.04
EX.
-Y3- STA. 15+00.00
BEGIN CONSTRUCTION
12
'
12
'
.00
.02
.03
.04
.05
.
0
6
.0
2
.0
1
.0
0
.0
1
.0
2
.0
3
.0
4
.
0
5
.
0
6
.01
2
0
'
TYP
.
+65.00
20'
TYP.
+
9
2
.3
5
20'
TYP.
+
2
7
.6
2
S
P
D
F
'
2
S
P
D
F
'
2
12'12'
PROP. GR
PROP. GR
GREU TL-3
GREU TL-3
5
2
' TA
P
ER
STA 28+00 -Y3- Lt
END SBG
2
4
"
STA 18+00-22+00 -Y3- Rt
SPECIAL CUT DITCH
SEE DETAIL 'C'
STA 20+00-21+00 -Y3- Lt
SPECIAL CUT DITCH
SEE DETAIL 'C'
STA 21+00-25+10 -Y3- Lt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'D'
STA 27+37-28+50 -Y3- Lt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'D'
STA 27+37-28+50 -Y3- Lt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'D'
0901
0902
0903
0904
0905
0906
15" CSP
5SY GEOTEXTILE
EST 1 TON
CL B RIP RAP
RETAINRETAIN
R
E
T
A
I
N
REMOVE 24"
BANKS ONLY
CL B RIP RAP
SEE DETAIL 'M'
STA 16+00-19+50 -Y3- Lt
SPECIAL CUT DITCH
SEE DETAIL 'C'
STA 17+00-18+00 -Y3- Rt
SPECIAL CUT DITCH
SEE DETAIL 'C'
STA 22+00-23+00 -Y3- Rt
SPECIAL CUT DITCH
SEE DETAIL 'D'
STA 28+50-31+00 -Y3- Lt
SPECIAL CUT DITCH
SEE DETAIL 'C'
OF EXIST. 18" STL
OF EXIST. 18" RCP & OUTLET
CLEAN DITCH OUT AT INLET
STA 27+75-29+00 -Y3- Rt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'D'
STA 19+50-20+00 -Y3- Lt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'D'
2GI
STA 15+25-17+00 -Y3- Rt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'D'
Flatter4:1 or
D
2:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 20+00 TO STA. 21+00 -Y3- Lt
FROM STA. 16+00 TO STA. 19+00 -Y3- Lt
FROM STA. 18+00 TO STA. 22+00 -Y3- Rt
FROM STA. 17+00 TO STA. 18+00 -Y3- Rt
DETAIL 'C'
Min. D= 1.0Ft.
Ground
Natural Slope
Ditch
Front
18" RCP-IV
820 820
820 8208
2
0
STA 24+20 - 24+88 -Y3- Rt
W/ CL B RIP-RAP
STANDARD BASE DITCH
SEE DETAIL 'X'
STA 24+20 - 24+88 -Y3- Rt
W/ CL B RIP-RAP
STANDARD BASE DITCH
SEE DETAIL 'X'
STA 24+88 - 25+30 -Y3- Rt
W/ CL B RIP-RAP
LATERAL BASE DITCH
SEE DETAIL 'Y'
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:
1 D
FROM STA. 27+37 TO STA. 28+50 -Y3- Lt, X=2,3,4
FROM STA. 21+00 TO STA. 25+10 -Y3- Lt, X=4, 3, 2
FROM STA. 19+50 TO STA. 20+00 -Y3- Lt, X=4
FROM STA. 27+75 TO STA. 29+00 -Y3- Rt, X=2
FROM STA. 22+00 TO STA. 23+00 -Y3- Rt, X=3,2
FROM STA. 15+25 TO STA. 17+00 -Y3- Rt, X=4
Min. D= 1.0Ft.
DETAIL 'D'
Ground
Natural
SEE XSC"X"
Slope
Fill
2:12:
1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
DDE= 14 CY
EST. 46 TON, 121SY GEOTEXTILE
FROM STA. 24+20 TO STA. 24+88 -Y3- RT
DETAIL 'X'
B=2.0Ft.
Max. d=1.0Ft.
Min. D=2.0Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= CL B Rip-Rap
Geotextile
GRADE TO DRAIN
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL 'M'
DDE= 3 CY
EST. 4 TONS, 11SY GEOTEXTILE
STA. 27+36 -Y3- Rt
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BED
Type of Liner= CL B Rip-Rap
d= 1.0Ft.
Length= 10.0Ft.
EXI
S
TI
NG
BAN
K
EXISTING BANKMIN. 2:1 TO TIE
MI
N.
2:
1
TO
TI
E d
12" RCP-IV
0908
SPRING BOX
0909
0907
( Not to Scale)
LATERAL BASE DITCH
2:
1 D
B
b
d
2:1 1"/Ft.
DDE = 2 CY
EST. 29 TON, 75 SY GEOTEXTILE
FROM STA. 24+88 TO 25+30 STA. -Y3- RT
DETAIL 'Y'
b=5.0 Ft.
B=2.0 Ft.
Max. d=1.0 Ft.
Min. D=2.0 Ft.
*When B is < 6.0'
Type of Liner= CL B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
GRADE TO DRAIN
61SY GEOTEXTILE
EST 16 TONS
FROM STA. 24+88 TO STA. 25+33 -Y3- Rt
Fill Slope2:1 or Flatter
b= 5.0Ft.
d= 1.0Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL 'G'
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
Geotextile
EXISTING TRANSPORTATION FACILITY
N
A
D
8
3
/ N
A
2
0
11
C
C
F
C
C
C
C
C
C
C
C
C
C
CCC
C
F
C
C
MITIGABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
ALLOWABLE IMPACTS ZONE 1
SITE '4'
S
I
T
E '
2'
SITE '5'
18
"
RC
P
-
IV
24+88 TO 25+33 -Y3- Rt
TOE PROTECTION W/CL B RIP RAP
SEE DETAIL 'G'
SHEET 9 OF 13
BUFFER DRAWING
GRAPHIC SCALE
0'50'100'150'50'
9
S
E
E
S
H
E
E
T
5
M
A
T
C
H
L
I
N
E
-
Y
3
-
S
T
A
.
2
8
+
0
0
.
0
0
PAVEMENT REMOVAL
FOR -Y3- PROFILE, SEE SHEET NO. 16
FOR R/W PLAN, SEE SHEET NO. 2B-6
R
E
V
IS
I
O
N
S
ROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2
7
-
S
E
P
-
2
0
2
1
11:
5
7
N
:
\
N
C
H
y
d
r
o
\
M
1
7
0
3
5
_
U
-
6
0
1
8
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d
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a
u
l
i
c
s
\
P
E
R
M
I
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S
_
E
n
v
i
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o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
U
-
6
0
1
8
_
H
y
d
_
p
r
m
_
b
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f
_
p
s
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0
9
_
c
o
n
.
d
g
n
k
e
d
g
e
r
t
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T
M
I
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N
G
0
1
1
1
2
0
1
7
8
/
1
7
/
9
9
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-6018
Phone: 919-872-5115
Raleigh, North Carolina 27609
5808 Faringdon Place
www.rameykemp.com
NC License No. C-0910
OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL;
2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH
WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL
1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH
NOTES:v
v
v
vv
v
v
v
WOODS
WOODS
WOODS
WOODS
WO
O
D
S
B
R
U
S
H
BRUSH
GR
BRUSH
G
R
B
K
P
O
R
C
H
D
IL
A
P
ID
A
T
E
D
48"CONC
T
A
N
K
U
/
G
O
IL
A
B
A
N
D
L
T
RUINS
B
S
S
A
B
A
N
D
1S
B
K
DW
GR
W
36'WW & 1SBW
WOODS
BR
US
H
W
O
O
D
S
36"WW & 3SBW
2
-
WD
G
A
T
E
S
S
S
S
72
"CHL
72"CHL
12
"
R
C
P
72"CONC WALL
MEMORIAL/BURIAL
48"CHL
GR
12
"
R
C
P
13' GR
15' GR
WOODS
BRUSH
18
"
S
T
L
10" GR
12
"
R
C
P
W
G
R 11' GR
D
K
1S
F
D
1S
B
K
D
3
6
"B
K
13' GR
15
"
R
C
P
18" RCP12" RCP
2
4
"
R
C
P
12' GR
D
I
6
"
DI
4
8
"C
O
N
C
D
K
1S
B
K
D
L
T
T
A
N
K
U
/
G
O
IL
T
A
N
K
A
/
G
O
IL
L
T
C
O
N
C
S
R
115
4
K
E
R
S
E
Y
V
A
L
L
E
Y
R
D
2
2
.5
' B
S
T
B
Y
3
-2
7
B
Y
3
-
2
6
CONC
C
O
N
C
C
O
N
C
E
IP
E
IP
E
IP
E
IP
E
IP
E
IP
FARMERS & MERCHANTS BANK
D
A
N
A
R
.
S
H
E
A
F
F
D
O
U
G
L
A
S
E
.
S
H
E
A
F
F
AMERICAN TOWERS INC
EMMA J. COX
PHLLIS P. NANCE
ROGER C. NANCE
ADAM T. MOORE
RICHARD W. MOORE
STEVE A. MOORE
MARSHALL MOORE
STEPHEN HALL
LBD PROPERTIES LLC
C
O
N
C
DIANE A. MEREDITH REVOCABLE TRUST
FRED E. MEREDITH REVOCABLE TRUST
CLIFTON H. LAMD
60.00'
E
X
IS
T
IN
G
R
/
W
E
X
IS
T
IN
G
R
/
W
70.00'
E
X
IS
T
IN
G
R
/
W
E
X
IS
T
IN
G
R
/
W
5
0
.
0
0
'
EXISTING PRIVATE R/W
C
A
B
IN
E
T
P
O
WE
R
H
H
IN
C
O
N
D
U
IT
IN CONDUIT
IN C O N D U IT
T
SPRING HEAD
APPARENT
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
IN
)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
IN
)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
IN
)
C
IT
Y
O
F
A
R
C
H
D
A
L
E
(
O
U
T
)
D
IA
N
E
A. M
E
R
E
D
IT
H
R
E
V
O
C
A
B
L
E
T
R
U
S
T
F
R
E
D
E. M
E
R
E
D
IT
H
R
E
V
O
C
A
B
L
E
T
R
U
S
T
C
L
IF
T
O
N
H.
L
A
M
D
P
O
N
D
226
230
235
240
245
248
249
250
255
257
260
265
270
274
275
280
285
288
WE7
WE6
WH1.5
WG7
WG1
WG6
WG5
WG2
WH10
WH1=WH11
WH9WH8
WH7
WH2
WH3
WH6
WH5
WH4
WE5
WE8
WE9
WE10
WE2 WE3
WE4
LOOK_WR3
WR5
WR4
WR1
WR2
WE1=WE11
266
387
388
389
390
391
WF22
WF21WF20
WF19
WF18WF17
WF2
WF4
WF5
WF7
WF8
WF9
WF10
WF11
WG3
WG4
WD1=SI11A
WD2
WD3
WD4
WD5
WD6
WD7
WD8
WF12
WF13
WF14
WF15
WF16WF23
WF24
WF25
WF26
WF27=WF2
WD
-
R
P
A
-
P
T
S
t
a
.
1
7
+
1
1.
0
3
15
+
0
0
20+0025+00
-Y3- PC Sta. 16+44.55
-
Y3
-
P
T
S
t
a
. 2
1+
8
7
.6
2
-
Y3
-
P
C
S
ta
. 2
7
+
12
.3
5
-Y3-
6
23
22
21
DUE
DUE
DUE
37
PROP. GR
PROP. GR
GREU TL-3
GREU TL-3
STA 28+00 -Y3- Lt
END SBG
2
4
"
STA 18+00-22+00 -Y3- Rt
SPECIAL CUT DITCH
SEE DETAIL 'C'
STA 20+00-21+00 -Y3- Lt
SPECIAL CUT DITCH
SEE DETAIL 'C'
STA 21+00-25+10 -Y3- Lt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'D'
STA 27+37-28+50 -Y3- Lt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'D'
STA 27+37-28+50 -Y3- Lt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'D'
15" CSP
5SY GEOTEXTILE
EST 1 TON
CL B RIP RAP
RETAINRETAIN
R
E
T
A
I
N
REMOVE 24"
BANKS ONLY
CL B RIP RAP
SEE DETAIL 'M'
STA 16+00-19+50 -Y3- Lt
SPECIAL CUT DITCH
SEE DETAIL 'C'
STA 17+00-18+00 -Y3- Rt
SPECIAL CUT DITCH
SEE DETAIL 'C'
STA 22+00-23+00 -Y3- Rt
SPECIAL CUT DITCH
SEE DETAIL 'D'
STA 28+50-31+00 -Y3- Lt
SPECIAL CUT DITCH
SEE DETAIL 'C'
OF EXIST. 18" STL
OF EXIST. 18" RCP & OUTLET
CLEAN DITCH OUT AT INLET
STA 27+75-29+00 -Y3- Rt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'D'
STA 19+50-20+00 -Y3- Lt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'D'
2GI
STA 15+25-17+00 -Y3- Rt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'D'
Flatter4:1 or
D
2:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 20+00 TO STA. 21+00 -Y3- Lt
FROM STA. 16+00 TO STA. 19+00 -Y3- Lt
FROM STA. 18+00 TO STA. 22+00 -Y3- Rt
FROM STA. 17+00 TO STA. 18+00 -Y3- Rt
DETAIL 'C'
Min. D= 1.0Ft.
Ground
Natural Slope
Ditch
Front
18" RCP-IV
820 820
820 8208
2
0
STA 24+20 - 24+88 -Y3- Rt
W/ CL B RIP-RAP
STANDARD BASE DITCH
SEE DETAIL 'X'
STA 24+20 - 24+88 -Y3- Rt
W/ CL B RIP-RAP
STANDARD BASE DITCH
SEE DETAIL 'X'
STA 24+88 - 25+30 -Y3- Rt
W/ CL B RIP-RAP
LATERAL BASE DITCH
SEE DETAIL 'Y'
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:
1 D
FROM STA. 27+37 TO STA. 28+50 -Y3- Lt, X=2,3,4
FROM STA. 21+00 TO STA. 25+10 -Y3- Lt, X=4, 3, 2
FROM STA. 19+50 TO STA. 20+00 -Y3- Lt, X=4
FROM STA. 27+75 TO STA. 29+00 -Y3- Rt, X=2
FROM STA. 22+00 TO STA. 23+00 -Y3- Rt, X=3,2
FROM STA. 15+25 TO STA. 17+00 -Y3- Rt, X=4
Min. D= 1.0Ft.
DETAIL 'D'
Ground
Natural
SEE XSC"X"
Slope
Fill
2:12:
1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
DDE= 14 CY
EST. 46 TON, 121SY GEOTEXTILE
FROM STA. 24+20 TO STA. 24+88 -Y3- RT
DETAIL 'X'
B=2.0Ft.
Max. d=1.0Ft.
Min. D=2.0Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= CL B Rip-Rap
Geotextile
GRADE TO DRAIN
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL 'M'
DDE= 3 CY
EST. 4 TONS, 11SY GEOTEXTILE
STA. 27+36 -Y3- Rt
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BED
Type of Liner= CL B Rip-Rap
d= 1.0Ft.
Length= 10.0Ft.
EXI
S
TI
NG
BAN
K
EXISTING BANKMIN. 2:1 TO TIE
MI
N.
2:
1
TO
TI
E d
12" RCP-IV
SPRING BOX
( Not to Scale)
LATERAL BASE DITCH
2:
1 D
B
b
d
2:1 1"/Ft.
DDE = 2 CY
EST. 29 TON, 75 SY GEOTEXTILE
FROM STA. 24+88 TO 25+30 STA. -Y3- RT
DETAIL 'Y'
b=5.0 Ft.
B=2.0 Ft.
Max. d=1.0 Ft.
Min. D=2.0 Ft.
*When B is < 6.0'
Type of Liner= CL B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
GRADE TO DRAIN
61SY GEOTEXTILE
EST 16 TONS
FROM STA. 24+88 TO STA. 25+33 -Y3- Rt
Fill Slope2:1 or Flatter
b= 5.0Ft.
d= 1.0Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL 'G'
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
805
805805
810
810
8
1
0
810
810
810
810
8
1
0
8
1
0
810
815
815
815
8
1
5
8
15
8
15
8
15
815
8
15
815
8
1
5
815815
815
815
815
820
820
820
8
2
0
820
820
820
820
820
8
2
0
8
2
0
820
820
820
820
820
8
2
0
820
8
2
0
820
820
825
825
825
8
2
5
825
825
825
825
8
2
5
8
2
5
8
2
5
82
5
825825
8
2
5
825
825
825
8
2
5
8
2
5
825
8
2
5
8
3
0
830
830
830
830
83
0 830
830 830
830
8
3
0
830
8
3
0
8
3
0
8
3
0
830
830
830
8
3
0
830
830
830
8
3
0
830
830
835
835
8
3
5
835
835
8
3
5
8
3
5
835
8
3
5
835
8
3
5
835
835835
835
835
8
3
5
835835
8
3
5
8
3
5
835
835
835
835
835
840
840
840
8
4
0
840
840
8
4
0
840
8
4
0
8
4
0
8
4
0
8
4
0
8
4
0
840
8
4
0
840
8
4
0
8
4
0
8 4 0840
8
4
0
840
8
4
0
840
840
8
4
0
8 4 0
840
840
8
4
0
840
8
4
0
8 4 0
8
4
0
8
4
0
8
4
0
840
840
840
840
8
4
0
8
4
5
8
4
5
845
8
4
5
8
4
5
845
Geotextile
N
A
D
8
3
/ N
A
2
0
11
C
C
F
C
C
C
C
C
C
C
C
C
C
CCC
C
F
C
C
MITIGABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
ALLOWABLE IMPACTS ZONE 1
SITE '4'
S
I
T
E '
2'
SITE '5'
18
"
RC
P
-
IV
24+88 TO 25+33 -Y3- Rt
TOE PROTECTION W/CL B RIP RAP
SEE DETAIL 'G'
SHEET 10 OF 13
BUFFER DRAWING
GRAPHIC SCALE
0'50'100'150'50'SEE SHEET 8MATCHLINE -Y9- STA. 13+75.00
11
PI Sta 16+16.14
D
L = 543.50'
T = 273.88'
R = 1,780.00'
PI Sta 19+50.55
D
L = 519.16'
T = 325.41'
R = 340.00'
-Y6--Y9-
e = 0.060
PI Sta 12+99.39
D
L = 250.04'
T = 126.16'
R = 760.00'
-Y5-
PI Sta 16+73.94
D
L = 112.00'
T = 62.70'
R = 100.00'
PAVEMENT REMOVAL
SEE SHEET 7
MATCHLINE -Y6- STA. 15+00.00
FOR -Y5- PROFILE, SEE SHEET NO. 18
FOR -Y6- PROFILE, SEE SHEET NO. 18
FOR -RAB2- PROFILE, SEE SHEET NO. 18
FOR -Y9- PROFILE, SEE SHEET NO. 20
SEE SHEET 7
MATCHLINE -Y5- STA. 11+50.00
e = Transition to exist.
Runoff = 120'
-RAB2-
PI Sta 10+70.75
D
L = 110.71'
T = 70.75'
R = 70.00'
PI Sta 11+79.96
D
L = 109.21'
T = 69.25'
R = 70.00'
PI Sta 12+90.67
D
L = 110.71'
T = 70.75'
R = 70.00'
PI Sta 13+99.87
D
L = 109.21'
T = 69.25'
R = 70.00'
2040 ADT
2018 ADT
WEANT RD.
REALIGNED
-Y9- SR 1162
e = Transition to exist.FOR R/W PLAN, SEE SHEET NO. 2B-8
-Y7- STA. 14+50.00 SEE SHEET 7MATCHLINE
R
E
V
IS
I
O
N
S
ROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2
7
-
S
E
P
-
2
0
2
1
11:
5
7
N
:
\
N
C
H
y
d
r
o
\
M
1
7
0
3
5
_
U
-
6
0
1
8
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
U
-
6
0
1
8
_
H
y
d
_
p
r
m
_
b
u
f
_
p
s
h
1
1
.
d
g
n
k
e
d
g
e
r
t
o
n
A
T
M
I
E
N
G
0
1
1
1
2
0
1
7
8
/
1
7
/
9
9
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-6018
Phone: 919-872-5115
Raleigh, North Carolina 27609
5808 Faringdon Place
www.rameykemp.com
NC License No. C-0910
OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL;
2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH
WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL
1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH
NOTES:
12"
C
MP
7' GR
W
W
O
O
D
S
W
O
O
D
S
B
R
U
S
H
B
R
US
H
G
U
Y
P
O
L
E
W
O
O
D
S
R
U
I
N
S
RUINS
R
UI
N
S
RUINS
4
8"
W
W
&
1S
B
W
DI
L
A
PI
D
A
T
E
D
W
H
O
U
S
E
P
U
M
P
18" RCP
W/FES W/FES
W
O
O
D
S
B
A
B
A
N
D
1
S
F
D
W
O
O
D
S
W
O
O
D
S
A
B
A
N
D
L
T
R
UI
N
S
B
R
U
S
H
W
/
F
E
S
15
"
C
M
P
W
/
F
E
S
R
UI
N
S
W
O
O
D
S
W
O
O
D
S
DILAPIDATED48"WW & 2SBW
D
I
L
A
P
I
D
A
T
E
D
4
8
"
W
W
&
1S
B
W
W
O
O
D
S
VAR.HTBK WALL
WOODS
W
O
O
D
S
W
O
O
D
S
S
W/LT
48"C
H
L
60"C
O
N
C
W
/
B
A
S
E
M
E
N
T
1S
B
K
DU/42"CHL
BK
WALL VAR.HT
VAR.
HT
B
K
W
AL
L
W
B
S
T
GAZEBO CONC
W
48"CONC
W /BASEMENT1SBKD
BK
ACCESS
BASEMENT
TREES
SCATTERED
S
C
A
T
T
E
R
E
D
T
R
E
E
S
B
S
T
12" RCP
DI12" R
CP
8'GR/SOIL
1S
B
K
D
16' BST 12
" R
C
P
V
A
R
.H
T
B
L
K
WA
L
L
R
A
I
L
3
6
"
W
D
L
T
1S
B
K
D
B
K
B
O
R
D
E
R
3
6
"
G
R
W
/
C
O
N
C 15' BST
12
"
R
C
P
12
"
R
C
P
E
N
D
U
N
K
N
O
W
N
18' CONC
S
WI
N
G
T
R
E
E
S
S
C
A
T
T
E
R
E
D
P
O
L
E
F
L
A
G
66"WD
C
O
N
C
1
1/
2
S
B
K
D
BK 42"CONC
G
A
Z
E
B
O
S
W
D
W
D
4
2
"
C
O
N
C
W
D
B
K
B
K
S
WD
W
D
42"CONC
P
L
A
N
T
E
R
C
O
N
CL
T
36"WD RAIL
G
A
T
E
MT
L
3
S
E
L
E
C
4
8
"
W
W
4
8
"
W
W
1S ELEC & 2SBW
S
R
116
2
WE
A
N
T
R
D
2
1.5
'
B
S
T
S
R
12
6
5
B
L
U
E
W
OOD CT 20' BST
S
R
12
6
5
B
L
U
E
W
O
O
D
C
T
B
S
T
V
A
R
I
E
S
U
6
0
18
-
G
P
S
10
L
T
L
T
L
T
L
T
L
T
DILAPIDATED48"WW & 2SBW
1
2"
RCP
12" RCP
DI
4
2
"
C
O
N
C
L
T
L
T
6
6
"
W
D
L
T
W
D
EIP
C
O
N
C
C
O
N
C
E
I
P
C
O
N
C
C
O
N
C
E
I
P
E
IP
E
I
P
E
I
P
E
I
P
E
I
P
E
IP
CONC
JOEL K. AUMAN BETTY L. INGRAM
DON L. INGRAM
PATRICIA G. GRANT
ROBERT A. GRANT
MARY K. DIEPTHANH DIEP
EIP
N
A
I
L
P
K
N
A
I
L
P
K
CNJ INC
P
K
N
A
I
L
LYNN S. HARRIS
REGINA S. McDOWELL
CLAYTON W. SHACKELFORD HEIRS
LOIS FRAZIER
JERRY FRAZIER
E
X
I
S
T
I
N
G
R
/
W
E
X
I
S
T
I
N
G
R
/
W
60.00'
E
XIS
TI
N
G
R/
W
E
XIS
TI
N
G
R/
W
100.00'
E
X
I
S
T
I
N
G
R
/
W
E
X
I
S
T
I
N
G
R
/
W
60.00'
E
X
I
S
T
I
N
G
R
/
W
15.5'
B
S
T
S
R
4
0
14
O
L
D
W
E
A
N
T
R
D
R
/
W
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X
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12
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D
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12
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D
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4
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P
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4
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SA
PPEA
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A
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N)
C
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F
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H
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A
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(
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)
C
I
T
Y
O
F
A
R
C
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A
L
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(
O
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CI
T
Y
O
F
A
R
C
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D
A
L
E (
O
U
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CITY OF ARCHDALE (OUT)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)CITY OF ARCHDALE (IN)
GREGORY D. CODY
JOSEPH T. CODY
DAVID B. CODY
ANNIE M. CODY
FRANCES C. LAWS
RUFUS F. LAWS
SIGRID E. WOODS
PERRY WOODS III
DISAPPEARING STREAM
19
.
5
'
B
S
T
S
R
116
2
W
E
A
N
T
R
D
W
D
W
A
L
L
6
6
"
B
K
/
16
"
D
I
16
"
D
I
16
"
D
I
LILA PHAM
LILA PHAM
THATBOTHERSME LLC
KIMBERLY J. COX
WILLIAM L. CORN
CHARLES A. SHACKELFORD
LORRAINE SHACKELFORD-GIDDENS
JOHN C. SHACKELFORD
MONICA SUE-JUNG JON
OF JON JIBUM JON AND
TRUSTEE FOR THE BENEFIT
NAN SOON JON,
THATBOTHERSME LLC
KIMBERLY J. COX
WILLIAM L. CORN
COUNTY
GUILFORD
FOR FUTURE USE
UNDEVELOPED STREET
12
"
R
C
P
298
300
301
304
320
325
330
335
340
WJ4
WJ1
WJ
6
WJ5
WL1A=WL1
WL2
WL3
WL4
WL4AWL3A
W
L
2
A
WL7
WL8
WL9
WL21A
WL10
LOOK_WJ5A
WJ34A
WJ33A
WJ2A
WJ32A
WJ3A
WJ7A
WJ31A
WJ8A
WJ30A
WJ9A
WJ4A
WJ6A
WJ10A
WJ29A
WJ28A
WJ11A
WJ12A
WJ27A
WJ26AWJ25A
WJ16A
WJ15A
WJ14A
WJ13A
WJ17A
WJ24A
WJ23A
WJ18A
375
380
WJ
2
=
WJ
1
A
WJ3=WJ35A
WS1
WS2
WS3
WS4
WS5
WS6
WS7
WS8
WS9
WS10
WS11
WL5
WL6
WL5A
WL6A
WL7A
WL8A
WL9A
WL10A
WL11A
WL12A
WL13A
WL14A
WL15A
WL16A
WL17A
WL18A
WL19A
WL20A
-Y7- POT Sta. 16+42.05
-Y6- PT Sta. 18+85.76
20+00
-
Y
9
-
P
T
S
t
a
.
2
1
+
4
4
.
3
1
-Y9- PC Sta. 16+25.15
-Y5- Sta. 17+41.21
-Y6- Sta. 19+50.00=
-Y9- Sta. 26+42.94
-Y6- Sta. 20+81.50=
-Y9- Sta. 25+72.94
-RAB2- POC Sta. 13+30.62=
-Y5- PC Sta. 16+11.24
-Y5- PT Sta. 17+23.24
-Y5- PT Sta. 14+23.28
-Y5- PC Sta. 11+73.23
15
+00
-RAB2- PT 14+39.82
-RAB2- PC Sta. 10+00.00=
-Y6- Sta. 20+11.50=
-RAB2- POC Sta. 12+19.91
-Y6- Sta. 21+51.50=
-Y 9 -
-RAB2-
15
+
0
0
15
+
0
0
-
Y
5-
-
Y6
-
15
+
0
0
-
Y
9
-
15
+
0
0
-
Y
7
-
2
0
+
0
0
-
Y
6
-
25+00-Y9-
-Y6
-
PC
S
ta
. 13+42
.26
-
Y
7
-
31
30
29
27
28
26
25
24A
15
24A
11
38
PUE
PROP. GR
PROP. GR
CAT-1
TL-2GREU
TL-2
GREU
TL-2GREU
CB
CB CB
CB
CB
CB
CB
CB
CB
15" RCP-IV
JB w/MH
CB
CB
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
7SY GEOTEXTILE
EST 2 TON
CL B RIP RAP
15" RCP-IV
STA 24+06 -Y9- Lt
STD. 3' BASE DITCH
SEE DETAIL 'O'
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
STA 20+50-22+50 -Y9- Rt
SPECIAL BACK OF CURB CUT DITCH
SEE DETAIL 'A'
STA 23+00-23+50 -Y9- Rt
LATERAL "V" DITCH
SEE DETAIL 'P'
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:
1 D
FROM STA. 15+00 TO STA. 18+50 -Y9- Lt
Min. D= 1.0Ft.
DETAIL 'L'
Ground
Natural
Flatter4:1 or
Slope
Fill
STA 15+00-18+55 -Y9- Lt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'L'
STA 15+00-18+55 -Y9- Lt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'L'
HW
w/MH
TB JB
w/MH
TB JB
CB
STA 15+00 -Y9 Lt.
CL I RIP RAP
(VARIABLE WIDTH)
STD BASE DITCH
SEE DETAIL 'S'
REPLACE W/24" RCP-IV
REMOVE 18" RCP
REMOVE FES
REMOVE FES
ON BANKS ONLY
CL B RIP RAP
SEE DETAIL 'B'
1
5
"
R
C
P
-
I
V
30" RCP-IV
4:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM STA. 20+50 TO STA. 23+00 -Y9- Rt
DETAIL 'A'
GROUND
NATURAL
15" RCP-IV
4:14:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM STA. 11+50 TO STA. 19+00 -Y9- Rt
DETAIL 'F'
GROUND
NATURAL
19+00 -Y9- Rt
STA 11+50-
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAIL 'F'
STA 11+50-19+00 -Y9- Rt
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAIL 'F'
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
24" RCP-IV
15" RCP-IV
15" RCP-IV
STA 24+13-25+97 -Y9- Lt
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAIL 'J'
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
R
E
T
A
I
N
2:12:
1
D
( Not to Scale)
STANDARD 3' BASE DITCH
B
d
DDE = 9 CY
EST. 26 TON, 53SY GEOTEXTILE
STA. 24+06 -Y9- Lt
DETAIL 'O'
B= 3.0Ft.
Max. d= 1.0Ft.
Min. D= 2.0Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= CL I Rip-Rap
Geotextile
LATERAL 'V' DITCH
( Not to Scale)
D
2:
1 2:1
b
1"/Ft.
DDE = 27 CY
FROM STA. 23+00 TO STA. 23+50 -Y9- Rt
b= 5.0Ft.
Min. D= 1.0Ft.
DETAIL 'P'
Ground
Natural
Slope
Fill
2300
2000
<100
<100
2300
2000
2400
2200
4700
4200
WEANT RD.
EXISTING
-Y6- SR 1162
WEANT RD.
EXISTING
-Y6- SR 1162
15" RCP-V
N
A
D
8
3
/
N
A
2
0
1
1
F
C
F
F
F
C
F
F
F
F
F
F
F
C
F
C
F
C
C
C
C
C
C
ALLOWABLE IMPACTS ZONE 2
ALLOWABLE IMPACTS ZONE 1
SITE '7'
SITE '8'
SITE '6'
14+00 -RAB2- Rt TO 24+27 -Y9- Rt
TOE PROTECTION W/CL B RIP RAP
SEE DETAIL 'G'
1
8
"
R
C
P
-
I
V
1
8
"
R
C
P
-
I
V
3
6
"
R
C
P
-
I
V
SHEET 11 OF 13
BUFFER DRAWING
GRAPHIC SCALE
0'50'100'150'50'SEE SHEET 8MATCHLINE -Y9- STA. 13+75.00
11
PI Sta 16+16.14
D
L = 543.50'
T = 273.88'
R = 1,780.00'
PI Sta 19+50.55
D
L = 519.16'
T = 325.41'
R = 340.00'
-Y6--Y9-
e = 0.060
PI Sta 12+99.39
D
L = 250.04'
T = 126.16'
R = 760.00'
-Y5-
PI Sta 16+73.94
D
L = 112.00'
T = 62.70'
R = 100.00'
PAVEMENT REMOVAL
SEE SHEET 7
MATCHLINE -Y6- STA. 15+00.00
FOR -Y5- PROFILE, SEE SHEET NO. 18
FOR -Y6- PROFILE, SEE SHEET NO. 18
FOR -RAB2- PROFILE, SEE SHEET NO. 18
FOR -Y9- PROFILE, SEE SHEET NO. 20
SEE SHEET 7
MATCHLINE -Y5- STA. 11+50.00
e = Transition to exist.
Runoff = 120'
-RAB2-
PI Sta 10+70.75
D
L = 110.71'
T = 70.75'
R = 70.00'
PI Sta 11+79.96
D
L = 109.21'
T = 69.25'
R = 70.00'
PI Sta 12+90.67
D
L = 110.71'
T = 70.75'
R = 70.00'
PI Sta 13+99.87
D
L = 109.21'
T = 69.25'
R = 70.00'
2040 ADT
2018 ADT
WEANT RD.
REALIGNED
-Y9- SR 1162
e = Transition to exist.FOR R/W PLAN, SEE SHEET NO. 2B-8
-Y7- STA. 14+50.00 SEE SHEET 7MATCHLINE
R
E
V
IS
I
O
N
S
ROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2
7
-
S
E
P
-
2
0
2
1
11:
5
8
N
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1
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0
1
1
1
2
0
1
7
8
/
1
7
/
9
9
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-6018
Phone: 919-872-5115
Raleigh, North Carolina 27609
5808 Faringdon Place
www.rameykemp.com
NC License No. C-0910
OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL;
2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH
WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING.
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL
1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH
NOTES:
12"
C
MP
7' GR
W
W
O
O
D
S
W
O
O
D
S
B
R
U
S
H
B
R
US
H
G
U
Y
P
O
L
E
W
O
O
D
S
R
U
I
N
S
RUINS
R
UI
N
S
RUINS
4
8"
W
W
&
1S
B
W
DI
L
A
PI
D
A
T
E
D
W
H
O
U
S
E
P
U
M
P
18" RCP
W/FES W/FES
W
O
O
D
S
B
A
B
A
N
D
1
S
F
D
W
O
O
D
S
W
O
O
D
S
A
B
A
N
D
L
T
R
UI
N
S
B
R
U
S
H
W
/
F
E
S
15
"
C
M
P
W
/
F
E
S
R
UI
N
S
W
O
O
D
S
W
O
O
D
S
DILAPIDATED48"WW & 2SBW
D
I
L
A
P
I
D
A
T
E
D
4
8
"
W
W
&
1S
B
W
W
O
O
D
S
VAR.HTBK WALL
WOODS
W
O
O
D
S
W
O
O
D
S
S
W/LT
48"C
H
L
60"C
O
N
C
W
/
B
A
S
E
M
E
N
T
1S
B
K
DU/42"CHL
BK
WALL VAR.HT
VAR.
HT
B
K
W
AL
L
W
B
S
T
GAZEBO CONC
W
48"CONC
W /BASEMENT1SBKD
BK
ACCESS
BASEMENT
TREES
SCATTERED
S
C
A
T
T
E
R
E
D
T
R
E
E
S
B
S
T
12" RCP
DI12" R
CP
8'GR/SOIL
1S
B
K
D
16' BST 12
" R
C
P
V
A
R
.H
T
B
L
K
WA
L
L
R
A
I
L
3
6
"
W
D
L
T
1S
B
K
D
B
K
B
O
R
D
E
R
3
6
"
G
R
W
/
C
O
N
C 15' BST
12
"
R
C
P
12
"
R
C
P
E
N
D
U
N
K
N
O
W
N
18' CONC
S
WI
N
G
T
R
E
E
S
S
C
A
T
T
E
R
E
D
P
O
L
E
F
L
A
G
66"WD
C
O
N
C
1
1/
2
S
B
K
D
BK 42"CONC
G
A
Z
E
B
O
S
W
D
W
D
4
2
"
C
O
N
C
W
D
B
K
B
K
S
WD
W
D
42"CONC
P
L
A
N
T
E
R
C
O
N
CL
T
36"WD RAIL
G
A
T
E
MT
L
3
S
E
L
E
C
4
8
"
W
W
4
8
"
W
W
1S ELEC & 2SBW
S
R
116
2
WE
A
N
T
R
D
2
1.5
'
B
S
T
S
R
12
6
5
B
L
U
E
W
OOD CT 20' BST
S
R
12
6
5
B
L
U
E
W
O
O
D
C
T
B
S
T
V
A
R
I
E
S
U
6
0
18
-
G
P
S
10
L
T
L
T
L
T
L
T
L
T
DILAPIDATED48"WW & 2SBW
1
2"
RCP
12" RCP
DI
4
2
"
C
O
N
C
L
T
L
T
6
6
"
W
D
L
T
W
D
EIP
C
O
N
C
C
O
N
C
E
I
P
C
O
N
C
C
O
N
C
E
I
P
E
IP
E
I
P
E
I
P
E
I
P
E
I
P
E
IP
CONC
JOEL K. AUMAN BETTY L. INGRAM
DON L. INGRAM
PATRICIA G. GRANT
ROBERT A. GRANT
MARY K. DIEPTHANH DIEP
EIP
N
A
I
L
P
K
N
A
I
L
P
K
CNJ INC
P
K
N
A
I
L
LYNN S. HARRIS
REGINA S. McDOWELL
CLAYTON W. SHACKELFORD HEIRS
LOIS FRAZIER
JERRY FRAZIER
E
X
I
S
T
I
N
G
R
/
W
E
X
I
S
T
I
N
G
R
/
W
60.00'
E
XIS
TI
N
G
R/
W
E
XIS
TI
N
G
R/
W
100.00'
E
X
I
S
T
I
N
G
R
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W
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I
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G
R
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60.00'
E
X
I
S
T
I
N
G
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15.5'
B
S
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R
4
0
14
O
L
D
W
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A
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D
R
/
W
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12
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D
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12
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D
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4
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P
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SA
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CITY OF ARCHDALE (OUT)
CITY OF ARCHDALE (IN)
CITY OF ARCHDALE (OUT)CITY OF ARCHDALE (IN)
GREGORY D. CODY
JOSEPH T. CODY
DAVID B. CODY
ANNIE M. CODY
FRANCES C. LAWS
RUFUS F. LAWS
SIGRID E. WOODS
PERRY WOODS III
DISAPPEARING STREAM
19
.
5
'
B
S
T
S
R
116
2
W
E
A
N
T
R
D
W
D
W
A
L
L
6
6
"
B
K
/
16
"
D
I
16
"
D
I
16
"
D
I
LILA PHAM
LILA PHAM
THATBOTHERSME LLC
KIMBERLY J. COX
WILLIAM L. CORN
CHARLES A. SHACKELFORD
LORRAINE SHACKELFORD-GIDDENS
JOHN C. SHACKELFORD
MONICA SUE-JUNG JON
OF JON JIBUM JON AND
TRUSTEE FOR THE BENEFIT
NAN SOON JON,
THATBOTHERSME LLC
KIMBERLY J. COX
WILLIAM L. CORN
COUNTY
GUILFORD
FOR FUTURE USE
UNDEVELOPED STREET
12
"
R
C
P
298
300
301
304
320
325
330
335
340
WJ4
WJ1
WJ
6
WJ5
WL1A=WL1
WL2
WL3
WL4
WL4AWL3A
W
L
2
A
WL7
WL8
WL9
WL21A
WL10
LOOK_WJ5A
WJ34A
WJ33A
WJ2A
WJ32A
WJ3A
WJ7A
WJ31A
WJ8A
WJ30A
WJ9A
WJ4A
WJ6A
WJ10A
WJ29A
WJ28A
WJ11A
WJ12A
WJ27A
WJ26AWJ25A
WJ16A
WJ15A
WJ14A
WJ13A
WJ17A
WJ24A
WJ23A
WJ18A
375
380
WJ
2
=
WJ
1
A
WJ3=WJ35A
WS1
WS2
WS3
WS4
WS5
WS6
WS7
WS8
WS9
WS10
WS11
WL5
WL6
WL5A
WL6A
WL7A
WL8A
WL9A
WL10A
WL11A
WL12A
WL13A
WL14A
WL15A
WL16A
WL17A
WL18A
WL19A
WL20A
-Y7- POT Sta. 16+42.05
-Y6- PT Sta. 18+85.76
20+00
-
Y
9
-
P
T
S
t
a
.
2
1
+
4
4
.
3
1
-Y9- PC Sta. 16+25.15
-Y5- Sta. 17+41.21
-Y6- Sta. 19+50.00=
-Y9- Sta. 26+42.94
-Y6- Sta. 20+81.50=
-Y9- Sta. 25+72.94
-RAB2- POC Sta. 13+30.62=
-Y5- PC Sta. 16+11.24
-Y5- PT Sta. 17+23.24
-Y5- PT Sta. 14+23.28
-Y5- PC Sta. 11+73.23
15
+00
-RAB2- PT 14+39.82
-RAB2- PC Sta. 10+00.00=
-Y6- Sta. 20+11.50=
-RAB2- POC Sta. 12+19.91
-Y6- Sta. 21+51.50=
-Y 9 -
-RAB2-
15
+
0
0
15
+
0
0
-
Y
5-
-
Y6
-
15
+
0
0
-
Y
9
-
15
+
0
0
-
Y
7
-
2
0
+
0
0
-
Y
6
-
25+00-Y9-
-Y6
-
PC
S
ta
. 13+42
.26
-
Y
7
-
31
30
29
27
28
26
25
24A
15
24A
11
38
PUE
PROP. GR
PROP. GR
CAT-1
TL-2GREU
TL-2
GREU
TL-2GREU
CB
CB CB
CB
CB
CB
CB
CB
CB
15" RCP-IV
JB w/MH
CB
CB
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
7SY GEOTEXTILE
EST 2 TON
CL B RIP RAP
15" RCP-IV
STA 24+06 -Y9- Lt
STD. 3' BASE DITCH
SEE DETAIL 'O'
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
STA 20+50-22+50 -Y9- Rt
SPECIAL BACK OF CURB CUT DITCH
SEE DETAIL 'A'
STA 23+00-23+50 -Y9- Rt
LATERAL "V" DITCH
SEE DETAIL 'P'
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:
1 D
FROM STA. 15+00 TO STA. 18+50 -Y9- Lt
Min. D= 1.0Ft.
DETAIL 'L'
Ground
Natural
Flatter4:1 or
Slope
Fill
STA 15+00-18+55 -Y9- Lt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'L'
STA 15+00-18+55 -Y9- Lt
SPECIAL LATERAL "V" DITCH
SEE DETAIL 'L'
HW
w/MH
TB JB
w/MH
TB JB
CB
STA 15+00 -Y9 Lt.
CL I RIP RAP
(VARIABLE WIDTH)
STD BASE DITCH
SEE DETAIL 'S'
REPLACE W/24" RCP-IV
REMOVE 18" RCP
REMOVE FES
REMOVE FES
ON BANKS ONLY
CL B RIP RAP
SEE DETAIL 'B'
1
5
"
R
C
P
-
I
V
30" RCP-IV
4:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM STA. 20+50 TO STA. 23+00 -Y9- Rt
DETAIL 'A'
GROUND
NATURAL
15" RCP-IV
4:14:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM STA. 11+50 TO STA. 19+00 -Y9- Rt
DETAIL 'F'
GROUND
NATURAL
19+00 -Y9- Rt
STA 11+50-
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAIL 'F'
STA 11+50-19+00 -Y9- Rt
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAIL 'F'
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
24" RCP-IV
15" RCP-IV
15" RCP-IV
STA 24+13-25+97 -Y9- Lt
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAIL 'J'
7SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
R
E
T
A
I
N
2:12:
1
D
( Not to Scale)
STANDARD 3' BASE DITCH
B
d
DDE = 9 CY
EST. 26 TON, 53SY GEOTEXTILE
STA. 24+06 -Y9- Lt
DETAIL 'O'
B= 3.0Ft.
Max. d= 1.0Ft.
Min. D= 2.0Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= CL I Rip-Rap
Geotextile
LATERAL 'V' DITCH
( Not to Scale)
D
2:
1 2:1
b
1"/Ft.
DDE = 27 CY
FROM STA. 23+00 TO STA. 23+50 -Y9- Rt
b= 5.0Ft.
Min. D= 1.0Ft.
DETAIL 'P'
Ground
Natural
Slope
Fill
8
0
5
805
805
8
0
5
8
1
0
8
1
0
810
8
1
0
810
810
8
1
0
810
810
8
1
0
810
8
10
8
1
0
810
8
15
8
15
8
1
5
8
15
815
815
815
8
1
5
8
15
815
8
15
8
15
815
815
815
815
8
15
815
8
15
815
815
8
1
5
8
15
8
15
815
8
15
8
1
5
8
1
5
815
815
815
8
2
0
820
8
2
0
8
2
0
820
820
820
820
820 820
820
8
2
0
820
820
820
8
2
0
82
0
8
2
0
820
820
8
2
0
8
2
0
8
2
0
8
2
0
8
2
0
8
2
0
820
820
820
8
2
0
820
8
2
0
8
2
0
820
820
820820
820
8
2
0
820
8
2
0
820
820
8
2
0
820
820
8
2
0
820
8
2
5
825
825825
8
2
5
825
825
8
2
5
8
2
5
825
8
2
5
8
2
5
8
2
5
8
2
5
8
2
5
8
2
5
8
2
5
825
825
8
2
5
825
825
825
8
2
5
825
8
2
5
825
830
8
3
0
8
3
0
8
3
0
830
8
3
0
8
3
0
8
3
0
830
830
830
8
3
0
8
3
0
8
3
0
8
3
0
830
830
830
830
830
830
835
8
3
5
8
3
5
8
3
5
2300
2000
<100
<100
2300
2000
2400
2200
4700
4200
WEANT RD.
EXISTING
-Y6- SR 1162
WEANT RD.
EXISTING
-Y6- SR 1162
15" RCP-V
N
A
D
8
3
/
N
A
2
0
1
1
F
C
F
F
F
C
F
F
F
F
F
F
F
C
F
C
F
C
C
C
C
C
C
ALLOWABLE IMPACTS ZONE 2
ALLOWABLE IMPACTS ZONE 1
SITE '7'
SITE '8'
SITE '6'
14+00 -RAB2- Rt TO 24+27 -Y9- Rt
TOE PROTECTION W/CL B RIP RAP
SEE DETAIL 'G'
1
8
"
R
C
P
-
I
V
1
8
"
R
C
P
-
I
V
3
6
"
R
C
P
-
I
V
Site Station Structure
No. (From/To) Size / Type
1 -L- 30+68.5 to 31+70 24in RCP 2238 1693
2 -L- 44+97 to 46+10 36in Pipe Extension 28 1507
3 -Y9- 10+45 to 14+17 Proposed Roadway 6425 10529
4 -Y3- 23+73.5 to 27+81 18in RCP & 18in RCP 10352 16927
5 -Y3- 14+76 to 15+65 Proposed Roadway 1835 560
6 -Y9- 14+63 to 14+99 Std. Base Ditch 1865 1142
7 -Y9- 23+46 to 24+43 36in RCP 10918 6850
8 -Y6- 17+71 to 19+19 24in RCP 1819 925
25128 33558 0 16927 0000
NOTES:
Revised 2018 Feb SHEET 12 OF 13
ALLOWABLE MITIGABLE
09/27/2021
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
47163.1.1
GUILFORD
U-6018
BUFFER
REPLACEMENT
IMPACTS
RIPARIAN BUFFER IMPACTS SUMMARY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
TOTALS*:
ROAD
CROSSING BRIDGE PARALLEL
IMPACT ZONE 1
(ft2)
ZONE 2
(ft2)
TYPE
ZONE 1
(ft2)
ZONE 2
(ft2)
4 -Y3- 24+24 to 25+06 4163 290
5 -Y3- 15+15 to 15+19 14
7 -Y9- 23+77 to 24+23 2992
7169 290
Revised 2018 Feb SHEET 13 OF 13
WETLANDS IN BUFFER IMPACTS SUMMARY
47163.1.1
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
09/27/2021
GUILFORD
U-6018
WETLANDS IN
BUFFERS
SITE NO. STATION (FROM/TO)
TOTAL:
Rev. Jan 2009