20210453 Ver 1_2_R-5768_Hyd_permit_20220627

VICINITY MAP (NTS)
Meadowbrook
Field Ceramic
Brook
Cove
Rosebud
Boy Scout Pond Dam
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SIGNALIZED INTERSECTION
STOKES COUNTY
25 50 10050

0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
6/10/2022R:\Hydraulics\PERMITS_Environmental\Drawings\R-5768_Hyd_wet_tsh.dgnchoffmanCONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NA50 25 50 100
10 5 10 20
2018 STANDARD SPECIFICATIONS
NCDOT CONTACT:
FOR NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
PLANS PREPARED BY:
STATEWIDE TIER
FUNC CLASS = ARTERIAL
PE
R-5768
R-5768DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
311
65
65
311
Town Fork Creek
Norfolk Southern RR
(SR 1928)Stokesburg Rd.(SR 1935)3rd St.
(
S
R 1
9
3
5)
Pin
e
y Mo
u
ntain Rd.
(SR 1941)Brook Cove Rd.
(SR 1918)1st St.
(SR 1918)
Oldtown Rd.Mills
Cree
k
Ash Ca
mp Creek Lick Creek
Bull Run(SR 1921)
King Jr. Rd.
Martin Luther
(SR
1
9
2
4
)Ol
d
6
5 Rd.
COVE
WALNUT
TO WALKERTOWNTO WALNUT COVE
PROJECT
BEGIN
PROJECT
END
V =
T =
D =
K =
ADT 2040 =
ADT 2020 =
40 MPH
5%*
60%
9%
14,200
12,920
* TTST=2% + DUALS=3%
Al Blanton, P.E., PLS
44670.1.1 STP-0311(035)
PROJECT ENGINEER - DIVISION 9
DETOUR
OFFSITE
IN WALNUT COVE
US 311 / NC 65 IN VICINITY OF SR 1928 (STOKESBURG RD.)
JANUARY 18, 2019
OCTOBER 26, 2022
& RESURFACING
GRADING, DRAINAGE, PAVING, WIDENING,
Scott D.Blevins, P.E.
(SR 1921)Fagg Rd
44670.2.1
44670.3.1
STP-0311(035)

STP-0311(035)
R/W
CONST.
2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
1. THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARY OF WALNUT COVE.
NOTES:
Plant St.
Carter Mull, P.E.
TOTAL LENGTH OF PROJECT R-5768................... 0.286 mile
LENGTH STRUCTURE TIP PROJECT R-5768........... 0.000 miles
LENGTH ROADWAY TIP PROJECT R-5768............ 0.286 mile
-L- POT Sta. 12+00.00
BEGIN TIP PROJECT R-5768
-Y2- POT Sta. 14+30.00
BEGIN CONSTRUCTION
See Sheet 1-B For Convential Symbols
See Sheet 1-A For Index of Sheets
NAD 83/ 2011NC LICENSE NO. F-0112
RALEIGH, NORTH CAROLINA 27615-3960
8601 SIX FORKS ROAD, FORUM 1, SUITE 700
RUMMEL, KLEPPER & KAHL, LLP
-Y2- POT Sta. 15+93.49
-Y1- POC Sta. 12+82.84 =
-Y1- POT Sta. 10+00.00
-L- POT Sta. 19+27+.76 =
SIGNALIZED INTERSECTION
STOKES COUNTY
TYPE OF WORK:
FOR NORTH CAROLINA DEPARTMENT OF TRANSPORTATION45TO WALKERTOWNTO WALNUT COVE
TO STOKESDALE(SR 1928)STOKESBURG RD.
-Y2-
-Y1A-
-Y1- NC 65
CAMERON ST.MCALSTER ST.
NC 65
-L- US 311 / S. MAIN ST.NORFOLK SOUTHERN RRIN WALNUT COVE
US 311 / NC 65 IN VICINITY OF SR 1928 (STOKESBURG RD.)
& RESURFACING
GRADING, DRAINAGE, PAVING, WIDENING,
-Y1A- POT Sta. 10+00.00
-Y1- POC Sta. 19+74.76 =
2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
1. THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARY OF WALNUT COVE.
NOTES:
CREEKTOWN FORK
TOTAL LENGTH OF PROJECT R-5768................... 0.286 mile
LENGTH STRUCTURE TIP PROJECT R-5768........... 0.000 miles
LENGTH ROADWAY TIP PROJECT R-5768............ 0.286 mile
-L- POT Sta. 12+00.00
BEGIN TIP PROJECT R-5768
-Y2- POT Sta. 14+30.00
BEGIN CONSTRUCTION
-Y1- POT Sta. 23+75.00
END CONSTRUCTION
-Y1A- POT Sta. 12+10.00
END CONSTRUCTION
-L- POC Sta. 27+78.28
END TIP PROJECT R-5768
-Y2- POT Sta. 15+93.49
-Y1- POC Sta. 12+82.84 =
-Y1- POT Sta. 10+00.00
-L- POT Sta. 19+27+.76 =
SHEET 1 OF 8
PERMIT DRAWING
ENGLISH
SITE 1
WETLAND AND STREAM IMPACTS
SITE 2
D
4"
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
SHEET 2 OF 8
PERMIT DRAWING
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2022R:\Hydraulics\PERMITS_Environmental\Drawings\R-5768_HYD_wet_DitchDetail.dgnchoffman8/17/99R-5768
L
S etc.
GI
10:1 20
:1
( Not to Scale)
FALSE SUMP
2.0'
-L- STA. 13+95 RT
DETAIL FS
Traffic Flow
Outside Ditch 1.0' Max0.5' Min.S=Ditch Slope C Proposed Ditch
AA
W
PLAN VIEW
SECTION A-A
(4'min typ.)
Permanent Soil Reinforcement
matting (PSRM)
Seed with native
grasses at installation.
PREFORMED SCOUR HOLE
*NOT TO SCALE
BFILL SLOPE2:1
2:1INFLOW
3/08
not shown for clarity)
(Rip Rap in basin
GROUND
NATURAL
Outlet
Pipe or Ditch
Scour Hole (PSH)
Square Preformed
D
PSRM
MIN. 1' TUCK
WITH NATURAL GROUND
INSTALL LEVEL AND FLUSH
WITH GEOTEXTILE
LINER: CLASS B RIPRAP
-L- 27+10 LT
W= 4.0'
D= 1.0'
B= 3.75'
PIPE (d = 15")
2D-1
2:
1
b
( Not to Scale)
D2:12:1
BERM 'V' DITCH
-Y1- STA. 15+91 TO STA. 16+75 RT
DETAIL A
b= 1 Ft.
Min. D= 1 Ft.
Ground
Natural
RDWY
2:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
-Y2- STA. 14+70 TO STA. 15+15 RT
-Y1A- STA. 10+65 TO STA. 12+00 LT
-Y1- STA. 15+91 TO STA. 16+75 RT
DETAIL B
GROUND
NATURAL
LATERAL 'V' DITCH
( Not to Scale)
D2:12:1
b
1"/Ft.
-Y1- STA. 20+00 TO STA. 22+75 LT
-Y1- STA. 19+00 TO STA. 21+75 RT
-L- STA. 19+90 TO STA. 23+30 RT.
-L- STA. 17+00 TO STA. 18+65 RT.
b= 2 Ft.
Min. D= 1 Ft.
DETAIL C
Ground
Natural
Slope
Fill
-L- STA. 12+20 TO STA. 13+75 RT.
Fill Slope2:1 or Flatter
b= 2.0Ft.
d= 1.0Ft.
Type of Liner= CLASS A Rip-Rap
b
DETAIL G
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
SEC. B-B
SEC. C-C
D
B
SEC. D-D
2
oW
A
B B B
C2:1C SECTIONL
D
HORIZONTAL
2:1
2:1 2:12:12:1Wo2CULVERT
BERM
C
C
RIP RAP NOT SHOWN
B
B
A
AD
D
HALF PLAN
SYMM. ABOUT
CL
DIM.
3.0A
2.0B
3.0C
0.7D
4.5E
4.5F
7.0G
3.0H
RIP RAP BASIN #
1 2 3 4
BASIN #LOCATION (AT OUTLET)
-L- 20+63 LT (#0419)1
2
3
4
5
5
6
6
7
7
8
8
SEC. A-A
B
C
F
-L- STA. 20+63 LT
DISSIPATOR POOL
G
NOTE A
APRON
H
E
3:1+/-3:1+/-OF WATER
APPROX. EDGE
*ALL DIMENSIONS APPROXIMATE IN FEET
CULVERTS
SPAN OF PIPE-ARCH
WIDTH OF BOX OR
Wo= DIAMETER OF PIPE,
NOTE:2:12:1B2:1B
SEC. C-C 2:1B
NOTE A 2:1NATURAL GROUND
END OF APRON TO NATURAL CHANNEL WIDTH.
NATURAL CHANNEL BOTTOM AT SEC. A-A. PROVIDE SMOOTH TRANSITION FROM
IN FLOOR OF BASIN SHOULD BE AT SAME ELEVATION OR LOWER THAN
*NOTE B: WARP BASIN TO CONFORM TO NATURAL STREAM CHANNEL. TOP OF RIP-RAP
des/(CROSS SECTION AREA AT SEC. A-A)= SPECIFIED VELOCITY.
CROSS SECTIONAL AREA AT SECTION A-A SUCH THAT Q OBTAIN SUFFICIENT
*NOTE A: IF EXIT VELOCITY OF BASIN IS SPECIFIED, EXTEND BASIN AS REQUIRED TO
RIP-RAPPED ENERGY DISSIPATOR BASIN
DETAIL F
5/05
TOP OF RIP-RAP
TOP OF BERM
HORIZONTAL
NOTE B
CHANNEL
TOP OF NATURAL
TOP OF RIP-RAP
BACKFILL w/CLASS I RIP-RAP
EXCAVATE TO THIS LINE
TO SUPPORT RIP-RAP
BERM AS REQUIRED
TO SUPPORT RIP-RAP
BERM AS REQUIRED
BACKFILL w/CLASS I RIP-RAP
EXCAVATE TO THIS LINE
TO SUPPORT RIP-RAP
BERM AS REQUIRED
GEOTEXTILE
GEOTEXTILE
GEOTEXTILE
GEOTEXTILE
GEOTEXTILE
DETAIL H
BEHIND RETAINING WALL
CONCRETE DITCH
~
SEIRAV
1:2
( Not to Scale)
GROUND
NATURAL
WALL
RETAINING
BREAKER
BOND
D= 1.0'
-Y1- STA. 13+20 TO STA. 14+50 RT
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
B
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
L=164' S=1.52%
BEG EL.=646.5 END EL.=649.0
-Y1- 12+03 LT
DETAIL E
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural
Ground
Natural
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
Flatter4:1 or
D2:1( Not to Scale)
SPECIAL CUT DITCH
-L- STA. 14+00 TO STA. 15+50 RT
DETAIL D
Min. D= 1 Ft.
Ground
Natural Slope
Ditch
Front
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130
130130
140
140140
150
150150
6/9/2022R:\Hydraulics\PERMITS_Environmental\Drawings\R-5768_Hyd_xpl_Site 2.dgndefault8/23/99PROJ. REFERENCE NO.SHEET NO.0
680 680
670 670
14+00.00
680 680
670 670
14+50.00
680 680
690 690
15+00.00
X-17R-5768
-EY6-
5 10
ENGLISH
SITE 1
SHEET 5 OF 8
PERMIT DRAWING
WETLAND
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
675.72
0.006 0.0475:1
2:1678.60
0.027 0.0404:1
3:1683.85 3:1
0.039 0.0403:1
T.S.
T.S.
BFPLTLTC
O
N
C
BOLLARDS
CONCBSTB
ST ISL
A
N
D1SF&
B
L
K
B
U
S1S
F
B
U
S
LTSW
A
L
L36"
B
KSTEPSW
D
LTCO
N
CBRO
K
ENPO
LESERV
ICEBSTBSTBST1SFB
U
SN
O
U
TILITIESA
BA
N
D
O
N
ED
SPIG
O
TW
OOD
S
MTL
ORNAMENT
EQUIPMENTFARMVAULTWATERA/G
BST
S
S
S
S
1SBLKBUS
POLESERVICE
LT
BST
CONC
BST
BST
CONCLT
EI
P1SFB
U
SS
BST72"CHL
S
POLESERVICE
B
ST
BST
CONC
WELLSMON 6"B
ST

C
U
R
B
C
O
N
C
B
ST
RV PORT
G
WOODS
EIP
1SBKD
W/LTT
18' BS
T
BST
CONC1SBLKBUS
CONC
UNITSVACUUM
BST PO
LESERV
ICEB
U
N
G
A
L
O
W
R
R BSTT.S.
2
5' BS
TAXLE
LT
4
8
" CONC36" BK
1SFBKD
1
8' CONCEIP
1SFD
1SFD
48" CONC
1
8' CONC48" CONC
4
8
" CONC4
8
"CONC2
0' CONC36" CONC
1SBKD
24" BK
S
1SBKD
8"BLK WALL
96" CONC STEPS
2SFD
DECKWD TUBHOT
8"BLK WALLCONC
11' CONC
2
2' CONCTANKSA/G OIL
72"WD
S
CONC
S S
W/LT
8
4" WDDISK
W
O
O
D
SW
O
O
D
SW
O
O
D
SW
O
O
D
SW
O
O
D
SW
O
O
D
SW
O
O
D
SW
O
O
D
SW
O
O
D
SWALL1
2
"WD9'GR
S
AT RR SIG
N
A
LL
T
EIP
A
BA
N
DS
EIP
EIP
EIP
HH
WOODS
WOODS
EIP
WOODS
WOODS
WOODS
WOODS
WOODS
EIP
BST
26' BST
NC H
WY 65
V
A
R.
B
STN
C
H
W
Y 65EIP
4" PL
4" PL 9
6
" BK54" BK
VAR. HT BLK WALL24" BLK
BLK WALLVAR. HT
RAMP48" WD
WALLBLKVAR.HT BL
K WAL
LVAR. HT
BLK
WALLVAR. HT VAR. GRV
A
R. G
R
4" PL
R
R SIG
N
A
LRR SIG
N
A
LR
R SIG
N
A
L4" PL
UNITSVACUUM
WALL
12" BLK
48" WD RAIL
20' BST
SR 1928 STOKESBURG RD
TO US HWY 311
20' BST
SR 1928 STOKESBURG RD
4" PL
VAR.
G
RVAR. GRCANOPYMTL
VAR. GR VAR. GRVAR. GR
90" CONC WALL
1SF
&
B
K
B
US
W
A
LL90" W
D
12" W
D
W
A
L
L VAR. GR6" B
ST
C
U
R
B(CARWASH ABAND)1SBLKBUSVACUUM UNITSEIPE
IP8" DI
WELL
EIP
S
BST
EIP
EIP
REF PB 1 PG 28
20' ALLEY
REF PB 1 PG 28
20' ALLEY
72" C
HL
72"
C
H
L
84" WD 72" CHL DILAPIDATED
T
H
H
T MP 109100.00'100.00'CAB
IN
E
T
W
E
L
L
S72" W
D
VAR. SOIL
VAR
. SOIL
8" PVCPER PLANS98 L.F. 8" DI
C
O
N
C
B
O
L
L
A
R
D
S
CA
N
O
PY
M
TLV
A
R. B
STU
S
H
W
Y 311 / SO
U
TH
M
A
IN STCONC
C
ON
C
T
ANKA/G OI
L
72" WDGATE72" CHL
WD WAL
LVAR. HT
1SF&BKBUSEIPEIPEXISTIN
G R/
W
EX
I
STIN
G
R/
W 60.00'EX
ISTIN
G R/
WEXISTIN
G R/
W
60.00'60.00'
EXISTING R/W
EXISTING R/W
OLD ABANDONED RR R/WOLD ABANDONED RR R/WOLD ABANDONED RR R/WOL
D
AB
A
N
D
O
NE
D RR R/WEXISTING R/W
6
0.0
0'EX
ISTIN
G
N
O
R
FO
R
K SO
U
TH
ER
N
R
R
R/
W
EX
ISTIN
G
N
O
R
FO
R
K SO
U
TH
ER
N
R
R
R/
W
EX
ISTIN
G
N
O
R
FO
R
K SO
U
TH
ER
N
R
R
R/
W
EX
ISTIN
G
N
O
RFO
R
K SO
U
TH
ER
N
R
R
R/
W
8"AC
8"
A
C
8
"A
C8
"AC8"AC
8"AC
2"GAL
EXISTING R/W
R/WEXISTING VARI
E
S
EIP
EIP EXI
STI
NG R/WEXI
STI
NG R/W8" VC 8" VCUNKNOWNEND
8" VC
8" VC8" DIU
N
K
N
O
WN
E
N
D(A
PPRO
X. LO
CA
TIO
N
)PA
V
ED
O
V
ER8" VC
8" D I
4" PL
UNKNOW N MAT.
8" DATUR
W
D PO
ST
& CA
BLEGR/SOI
LW
D
W
A
LLV
A
R.
H
T128.00'
VAR. SOIL PATH
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W 60.00'VARIES
E
XIS
TI
NG
R/WE
XI
S
TI
NG R/WWOODS
VARI
E
S
/OIL SEPARATOR
POSSIBLE ON-SITE RETENTION
UTILITY MANHOLE
REF DB 172 PG 317
DUKE ENERGY R/
W
REF DB 172 PG 317
DUKE ENERGY R/
W
EXISTING R/W
OIL/SEPARATOR
ACCESS LID FOR
2
"
P
L 8"
A
C
8" AC1" CO
PPER SERV
IC
E1" CO
PPER SERV
I
CEWOODS
ABANDONED RR R/WCENTERLINE OF
TRACT LINE
TRACT LINE
1SFBUS
DK
EIP
MTL
LT
VAR. SOIL PATH
MTL
DISK
WOODS
WOODS WOODS
90" CONC WALL
48" CONC WALL4" PL
US HWY 311 / SOUTH MAIN ST
VAR. BST
BETTY D. HOLE
BOYD HOLE
DISK
INV=604.20'
UNKNOW N MAT.
8" DATUR
10'
188.00'
REF DB 156 PG 17
DUKE ENERGY R/W
EXISTING R/WEXISTING R/W
VARIES
REF DB 172 PG 317
DUKE ENERGY R/
W
DB 443 PG 1662
DB 322 PG 35
DB 271 PG 936
NO RECORD FOUND
20' SEWER EASEMENT
REF DB 322 PG 37
REF NCDOT TIP# B-1390
PERMANENT DRAINAGE EASEMENT
W
O
O
D
SEIPN 24°02'42" E18.33'
DB 646 PG 447
CYNTHIA WILLIARD
HUNTER G. WILLIARD
EIP-R/W 0.04'S 37°33'31" E100.89'EX
ISTIN
G R/
W
W
D PO
ST
& CA
BLEGR/SOI
LMTL
LT
VAR. SOIL PATH
MTL
DISK
WOODS
WOODS WOODS
90" CONC WALL
48" CONC WALL
US HWY 311 / SOUTH MAIN ST
VAR. BST
BETTY D. HOLE
BOYD HOLE
DISK
UNKNOW N MAT.
8" DATUR
10'
188.00'
REF DB 156 PG 17
DUKE ENERGY R/W
EXISTING R/WEXISTING R/W
VARIES
REF DB 172 PG 317
DUKE ENERGY R/
W
DB 443 PG 1662
DB 322 PG 35
DB 271 PG 936
NO RECORD FOUND
20' SEWER EASEMENT
REF DB 322 PG 37
REF NCDOT TIP# B-1390
PERMANENT DRAINAGE EASEMENT
D
IDI
DI
DI
12" RCP
O
T
C
B
12" CLAY
DI
DI
DI
OTCB
18" RCP
12" RCP
12" RCP
12" RCP
12" RCP
JB LOCATIONPOSSIBLE
5.5' BK HW
18" R
CP
24" CM P
W/FES24" RCP36" STEEL15' CO
N
C
H
W
16' CO
N
C
H
W
18" RCP15" HDPE12" RCP
JB LOCATION
POSSIBLE
24" CMP
24" CMP
D
IJ
B?
54" C O NC SIDE WA L K
INV=614.06'(BURIED)
END UNKNOWN 12"CMPIN
V
=617.87'54" C O NC SIDE WA L K
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
616.30
.04
14'14'.02.01.00.01.02.03.03.02.01.02.0312'12'1
0'
1
0'
1
4'
1
4'14'14'14'12'14'14'12'.
0
2
.
0
0.
0
1
.
0
2
TYP
.3
2
.5'+19.32TYP.25'T
Y
P.23.33'+67.42TY
P
.
2
3
.
3
3'+57.67TYP.15'+
0
4.
0
0
14'14'12'12'.02.01.00.01.02.02.03.04TYP
.27
.5'+65.0014'12'.04CONTAMINATED SOIL
REMOVE 300 TONS.
0
1
.00.02.01.02TYP.25'+95.00.01.00.01.02.03.
0
2
6/9/2022R:\Hydraulics\PERMITS_Environmental\Drawings\R-5768_hyd_4C_wet_psh4.dgnchoffmanHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
PROJECT REFERENCE NO.SHEET NO.
R-5768 4
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PAVEMENT REMOVAL
SEE SHEET 5
MATCHLINE -Y1- STA. 15+00
PROPOSED SIGNAL
SEE SHEET 5
MATCHLINE -Y1A- STA. 16+50
I
N
S
E
T
A -
L- S
T
A. 26+
00.00
I
N
S
E
T
A -
L- S
T
A. 26+
00.00
FOR -Y2- PROFILE, SEE SHT. 7
FOR -Y1- PROFILE, SEE SHT. 7
FOR -L- PROFILE, SEE SHT. 6
NAD 83/ 2011
NAD 83/ 2011
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
F
F
F
F
CFFFFF
C FF CFCF
F
C CC
CC
CFF
F
F
F
F
F
F
F F
F
F
F
F F
F
F
F
F
F
F CCCF FC
C
F
F
F
F
F
FFFF
C
CCTYPE B-83B-83TYPEchange pde to due
add pue
AT-1
1
5
+
0
0
20+
00
25+00
-Y1A--Y2--Y1-
R = 1,435.00'
T = 102.79'
L = 205.22'
PI Sta 28+12.06PI Sta 23+72.80PI Sta 12+92.37
R = 535.00'
T = 251.56'
L = 470.30'
PI Sta 14+25.91
R = 200.00'
T = 43.08'
L = 84.87'
PI Sta 15+19.67 PI Sta 15+95.81
L = 68.33'
T = 34.36'
R = 265.00'
PI Sta 16+68.25
L = 76.62'
T = 38.46'
R = 350.00'
R = 265.00'
T = 35.90'
L = 71.36'
PI Sta 17+42.31 PI Sta 18+62.78
L = 168.34'
T = 85.01'
R = 490.00'
DD
D DDDD
-Y1A-
GREU TL-2
GREU TL-2
RO = 70'
V = 40 MPH
SE = .03
RO = 80'
V = 40 MPH
SE = .04
V = 20 MPH
SE = .04
RO = 60'
V = 40 MPH
SE = .03
RO = 70'
V = 40 MPH
SE = .03
RO = 70'
V = 40 MPH
SE = .03
RO = 70'RO = 130'RO = 100'
PI Sta 15+34.47
D
L = 77.92'
T = 41.59'
R = 90.00'
15+00
75.00'
+25.00
75.00'
+70.00
90.14'
+74.76
93.04'
+28.81
S
SA
TS
FFS
TS
4" PL
INV=604.20'
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
SHEET 6 OF 8
PERMIT DRAWING
SEE INSET A
INSET A
SITE 2
CB
PSH ELB
ELB
RCP-III 15"CB
ROD & LUG
2 ELBOWS
15"
C
S
PREMOVE
RETAIN
RETAIN
RETAIN DI
RETAIN DI
R ETA IN
REMOVE DI
RE
MO
VE
RE
MO
VE
REMOVE OTCBRETAIN
RETAIN
W/10 SY GEO FAB
3 TONS CL B RIPRAPREMOVE
REMOVE HW
SEE DETAIL C
LATERAL V DITCH
1
8
" RCP-III
CB
2GI42" RCP-III2GI
RETAINRETAIN SYSTEM
15" RCP-IV
CB
CB
2GI
2GI
FS
2GI-A
RETAIN
CB
REMOVE DI
ON BANKS ONLY
W/39 SY GEO FAB
20 TONS CL I RIPRAP
REMOVE OTCB
SEE DETAIL F
ENERGY DISSIPATOR
CB
CB
CB
REMOVE
2GI
REMOVE DI
2GI
15" RCP-IV
CB
/MH
JB w
RC
P-IV 18"INTO 403
TIE 36" STEEL SEE DETAIL D
SPECIAL CUT DITCH
SEE DETAIL G
TOE PROTECTION
SEE DETAIL C
LATERAL V DITCH
SEE DETAIL H
BEHIND RETAINING WALL
CONCRETE DITCH
W/21 SY GEO FAB
8 TONS CL B RIPRAP
SEE DETAIL B
SP. BACK OF CURB DITCH15" RCP-
III
15"
R
C
P-III1
8" RCP-III
15" RCP-III RCP-III 15" 1
8" RCP-III 18" RCP-III W/10 SY GEO FAB
3 TONS CL B RIPRAP
FS2GIB
R
EM
O
V
EW/ FLOWABLE FILLE
PLUG & FILL
RCP-III
15"
JB w/MH
15"
R
C
P-III
REMOVE
SEE DETAIL E
STANDARD BASE DITCH15"
1
5"
15"
15" RCP-IV
15" RCP-IV
REMOVEINV=617.9
42" RCP-IIION BANKS ONLY
W/39 SY GEO FAB
20 TONS CL I RIPRAP
T.S.
T.S.
BFPLTLTC
O
N
C
BOLLARDS
CONCBSTB
ST ISL
A
N
D1SF&
B
L
K
B
U
S1S
F
B
U
S
LTSW
A
L
L36"
B
KSTEPSW
D
LTCO
N
CBRO
K
ENPO
LESERV
ICEBSTBSTBST1SFB
U
SN
O
U
TILITIESA
BA
N
D
O
N
ED
SPIG
O
TW
OOD
S
MTL
ORNAMENT
EQUIPMENTFARMVAULTWATERA/G
BST
S
S
S
S
1SBLKBUS
POLESERVICE
LT
BST
CONC
BST
BST
CONCLT
EI
P1SFB
U
SS
BST72"CHL
S
POLESERVICE
B
ST
BST
CONC
WELLSMON 6"B
ST

C
U
R
B
C
O
N
C
B
ST
RV PORT
G
WOODS
EIP
1SBKD
W/LTT
18' BS
T
BST
CONC1SBLKBUS
CONC
UNITSVACUUM
BST PO
LESERV
ICEB
U
N
G
A
L
O
W
R
R BSTT.S.
2
5' BS
TAXLE
LT
4
8
" CONC36" BK
1SFBKD
1
8' CONCEIP
1SFD
1SFD
48" CONC
1
8' CONC48" CONC
4
8
" CONC4
8
"CONC2
0' CONC36" CONC
1SBKD
24" BK
S
1SBKD
8"BLK WALL
96" CONC STEPS
2SFD
DECKWD TUBHOT
8"BLK WALLCONC
11' CONC
2
2' CONCTANKSA/G OIL
72"WD
S
CONC
S S
W/LT
8
4" WDDISK
W
O
O
D
SW
O
O
D
SW
O
O
D
SW
O
O
D
SW
O
O
D
SW
O
O
D
SW
O
O
D
SW
O
O
D
SW
O
O
D
SWALL1
2
"WD9'GR
S
AT RR SIG
N
A
LL
T
EIP
A
BA
N
DS
EIP
EIP
EIP
HH
WOODS
WOODS
EIP
WOODS
WOODS
WOODS
WOODS
WOODS
EIP
BST
26' BST
NC H
WY 65
V
A
R.
B
STN
C
H
W
Y 65EIP
4" PL
4" PL 9
6
" BK54" BK
VAR. HT BLK WALL24" BLK
BLK WALLVAR. HT
RAMP48" WD
WALLBLKVAR.HT BL
K WAL
LVAR. HT
BLK
WALLVAR. HT VAR. GRV
A
R. G
R
4" PL
R
R SIG
N
A
LRR SIG
N
A
LR
R SIG
N
A
L4" PL
UNITSVACUUM
WALL
12" BLK
48" WD RAIL
20' BST
SR 1928 STOKESBURG RD
TO US HWY 311
20' BST
SR 1928 STOKESBURG RD
4" PL
VAR.
G
RVAR. GRCANOPYMTL
VAR. GR VAR. GRVAR. GR
90" CONC WALL
1SF
&
B
K
B
US
W
A
LL90" W
D
12" W
D
W
A
L
L VAR. GR6" B
ST
C
U
R
B(CARWASH ABAND)1SBLKBUSVACUUM UNITSEIPE
IP8" DI
WELL
EIP
S
BST
EIP
EIP
REF PB 1 PG 28
20' ALLEY
REF PB 1 PG 28
20' ALLEY
72" C
HL
72"
C
H
L
84" WD 72" CHL DILAPIDATED
T
H
H
T MP 109100.00'100.00'CAB
IN
E
T
W
E
L
L
S72" W
D
VAR. SOIL
VAR
. SOIL
8" PVCPER PLANS98 L.F. 8" DI
C
O
N
C
B
O
L
L
A
R
D
S
CA
N
O
PY
M
TLV
A
R. B
STU
S
H
W
Y 311 / SO
U
TH
M
A
IN STCONC
C
ON
C
T
ANKA/G OI
L
72" WDGATE72" CHL
WD WAL
LVAR. HT
1SF&BKBUSEIPEIPEXISTIN
G R/
W
EX
I
STIN
G
R/
W 60.00'EX
ISTIN
G R/
WEXISTIN
G R/
W
60.00'60.00'
EXISTING R/W
EXISTING R/W
OLD ABANDONED RR R/WOLD ABANDONED RR R/WOLD ABANDONED RR R/WOL
D
AB
A
N
D
O
NE
D RR R/WEXISTING R/W
6
0.0
0'EX
ISTIN
G
N
O
R
FO
R
K SO
U
TH
ER
N
R
R
R/
W
EX
ISTIN
G
N
O
R
FO
R
K SO
U
TH
ER
N
R
R
R/
W
EX
ISTIN
G
N
O
R
FO
R
K SO
U
TH
ER
N
R
R
R/
W
EX
ISTIN
G
N
O
RFO
R
K SO
U
TH
ER
N
R
R
R/
W
8"AC
8"
A
C
8
"A
C8
"AC8"AC
8"AC
2"GAL
EXISTING R/W
R/WEXISTING VARI
E
S
EIP
EIP EXI
STI
NG R/WEXI
STI
NG R/W8" VC 8" VCUNKNOWNEND
8" VC
8" VC8" DIU
N
K
N
O
WN
E
N
D(A
PPRO
X. LO
CA
TIO
N
)PA
V
ED
O
V
ER8" VC
8" D I
4" PL
UNKNOW N MAT.
8" DATUR
W
D PO
ST
& CA
BLEGR/SOI
LW
D
W
A
LLV
A
R.
H
T128.00'
VAR. SOIL PATH
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W 60.00'VARIES
E
XIS
TI
NG
R/WE
XI
S
TI
NG R/WWOODS
VARI
E
S
/OIL SEPARATOR
POSSIBLE ON-SITE RETENTION
UTILITY MANHOLE
REF DB 172 PG 317
DUKE ENERGY R/
W
REF DB 172 PG 317
DUKE ENERGY R/
W
EXISTING R/W
OIL/SEPARATOR
ACCESS LID FOR
2
"
P
L 8"
A
C
8" AC1" CO
PPER SERV
IC
E1" CO
PPER SERV
I
CEWOODS
ABANDONED RR R/WCENTERLINE OF
TRACT LINE
TRACT LINE
1SFBUS
DK
EIP
MTL
LT
VAR. SOIL PATH
MTL
DISK
WOODS
WOODS WOODS
90" CONC WALL
48" CONC WALL4" PL
US HWY 311 / SOUTH MAIN ST
VAR. BST
DISK
INV=604.20'
UNKNOW N MAT.
8" DATUR
10'
188.00'
REF DB 156 PG 17
DUKE ENERGY R/W
EXISTING R/WEXISTING R/W
VARIES
REF DB 172 PG 317
DUKE ENERGY R/
W
NO RECORD FOUND
20' SEWER EASEMENT
REF DB 322 PG 37
REF NCDOT TIP# B-1390
PERMANENT DRAINAGE EASEMENT
W
O
O
D
SEIPDB 646 PG 447
CYNTHIA WILLIARD
HUNTER G. WILLIARD
EX
ISTIN
G R/
W
W
D PO
ST
& CA
BLEGR/SOI
LD
IDI
DI
DI
12" RCP
O
T
C
B
12" CLAY
DI
DI
DI
OTCB
18" RCP
12" RCP
12" RCP
12" RCP
12" RCP
JB LOCATIONPOSSIBLE
5.5' BK HW
18" R
CP
24" CM P
W/FES24" RCP36" STEEL15' CO
N
C
H
W
16' CO
N
C
H
W
18" RCP15" HDPE12" RCP
JB LOCATION
POSSIBLE
24" CMP
24" CMP
D
IJ
B?
54" C O NC SIDE WA L K
INV=614.06'(BURIED)
END UNKNOWN 12"CMPIN
V
=617.87'611614618619621622623624603
604604
604
606
606606 606606606
606 607607607
607607 608 608608608608608
6
0
9 609609609609609609609609 609609609609609
609
609609609609609
609609
609609
609
6
11
611611611611611611611611611611611
611 611611611
611
611
611611611 6 11
611611611611611611 611611
611
611
612
6126126126126126126126126126126
1
2
612612612612
612612612612612612612
612613613613613613613613
613613613613
613613
613
613614614614614614614614614614614614614614614
614
616616616616616616616616616616616
616617617617617617617617617617617617618618618618618618618618618618618618619619619619619619619619619619
619619621621621621
621621621621621
621
622622622622622622622622622622623623623623623623623623623623623623623624624624624624624624624624
6246246266266266266266266266266266266
2
6
626626627627627627627627627627
6276
2
7627627628628628628628628628628
6286286286296
2
9 629629629629629629629629629631631631631631631631631631631632632
6326326326326326326
3
2
6326326336336336336336336336
3
3 633633634634634634634634634634 636636636636636636636636
636636
636637 6376376376376376376376
3
7
637638638638638638638638638638638639 639639639639639639639639639639639639639641641641641641641641641
641641641 641
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6
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641642642642642 642642
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4
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644644644644644644644644646646646646646646646646646646646646647647647
6
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51651651651651651652652652652652652652652653653653653653653654654654654654654654656656656656656656656657657657657657657658658658658658658658
6596596596596596616616616616616616626626626626626626636636636636636636646646646646646646666666666666666
6
6
6666676676676676686686686696696696716716726726726
72673673
673674674674676676677677678678679681682683684615620625
605
605605605605605605
605 610610
610
610610610
610
610
610610610610610610610610610610610610610610610610610
610610610610 610610610
610610610610610610610610610
610610610
610610610610610610
610615615615615615615615615615615615615615615615615615615615
615
615615
620620620620620620620620620620620620620620620620620620620620625625625625625625625625625625625625625625625625625625625625
625630630630630630630630630630630630630630630630630630630
630635635635635635635635635635635635635635635635635635635635640640640640640640640640640640640640640640
640640640640640640640640
645645645645645645645645645645645645645645
64
5
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680680685Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
.04
14'14'.02.01.00.01.02.03.03.02.01.02.0312'12'1
0'
1
0'
1
4'
1
4'14'14'14'12'14'14'12'.
0
2
.
0
0.
0
1
.
0
2
TYP
.3
2
.5'+19.32TYP.25'T
Y
P.23.33'+67.42TY
P
.
2
3
.
3
3'+57.67TYP.15'+
0
4.
0
0
14'14'12'12'.02.01.00.01.02.02.03.04TYP
.27
.5'+65.0014'12'.04CONTAMINATED SOIL
REMOVE 300 TONS.
0
1
.00.02.01.02TYP.25'+95.00.01.00.01.02.03.
0
2
6/9/2022R:\Hydraulics\PERMITS_Environmental\Drawings\R-5768_hyd_4C_wet_psh4_con.dgnchoffmanHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
PROJECT REFERENCE NO.SHEET NO.
R-5768 4
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PAVEMENT REMOVAL
SEE SHEET 5
MATCHLINE -Y1- STA. 15+00
PROPOSED SIGNAL
SEE SHEET 5
MATCHLINE -Y1A- STA. 16+50
I
N
S
E
T
A -
L- S
T
A. 26+
00.00
I
N
S
E
T
A -
L- S
T
A. 26+
00.00
FOR -Y2- PROFILE, SEE SHT. 7
FOR -Y1- PROFILE, SEE SHT. 7
FOR -L- PROFILE, SEE SHT. 6
NAD 83/ 2011
NAD 83/ 2011
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
F
F
F
F
CFFFFF
C FF CFCF
F
C CC
CC
CFF
F
F
F
F
F
F
F F
F
F
F
F F
F
F
F
F
F
F CCCF FC
C
F
F
F
F
F
FFFF
C
CCTYPE B-83B-83TYPEchange pde to due
add pue
AT-1
1
5
+
0
0
20+
00
25+00
-Y1A--Y2--Y1-
R = 1,435.00'
T = 102.79'
L = 205.22'
PI Sta 28+12.06PI Sta 23+72.80PI Sta 12+92.37
R = 535.00'
T = 251.56'
L = 470.30'
PI Sta 14+25.91
R = 200.00'
T = 43.08'
L = 84.87'
PI Sta 15+19.67 PI Sta 15+95.81
L = 68.33'
T = 34.36'
R = 265.00'
PI Sta 16+68.25
L = 76.62'
T = 38.46'
R = 350.00'
R = 265.00'
T = 35.90'
L = 71.36'
PI Sta 17+42.31 PI Sta 18+62.78
L = 168.34'
T = 85.01'
R = 490.00'
DD
D DDDD
-Y1A-
GREU TL-2
GREU TL-2
RO = 70'
V = 40 MPH
SE = .03
RO = 80'
V = 40 MPH
SE = .04
V = 20 MPH
SE = .04
RO = 60'
V = 40 MPH
SE = .03
RO = 70'
V = 40 MPH
SE = .03
RO = 70'
V = 40 MPH
SE = .03
RO = 70'RO = 130'RO = 100'
PI Sta 15+34.47
D
L = 77.92'
T = 41.59'
R = 90.00'
15+00
75.00'
+25.00
75.00'
+70.00
90.14'
+74.76
93.04'
+28.81
S
SA
TS
FFS
TS
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
SHEET 7 OF 8
PERMIT DRAWING
SEE INSET A
INSET A
SITE 2
CB
PSH ELB
ELB
RCP-III 15"CB
ROD & LUG
2 ELBOWS
15"
C
S
PREMOVE
RETAIN
RETAIN
RETAIN DI
RETAIN DI
R ETA IN
REMOVE DI
RE
MO
VE
RE
MO
VE
REMOVE OTCBRETAIN
RETAIN
W/10 SY GEO FAB
3 TONS CL B RIPRAPREMOVE
REMOVE HW
SEE DETAIL C
LATERAL V DITCH
1
8
" RCP-III
CB
2GI42" RCP-III2GI
RETAINRETAIN SYSTEM
15" RCP-IV
CB
CB
2GI
2GI
FS
2GI-A
RETAIN
CB
REMOVE DI
ON BANKS ONLY
W/39 SY GEO FAB
20 TONS CL I RIPRAP
REMOVE OTCB
SEE DETAIL F
ENERGY DISSIPATOR
CB
CB
CB
REMOVE
2GI
REMOVE DI
2GI
15" RCP-IV
CB
/MH
JB w
RC
P-IV 18"INTO 403
TIE 36" STEEL SEE DETAIL D
SPECIAL CUT DITCH
SEE DETAIL G
TOE PROTECTION
SEE DETAIL C
LATERAL V DITCH
SEE DETAIL H
BEHIND RETAINING WALL
CONCRETE DITCH
W/21 SY GEO FAB
8 TONS CL B RIPRAP
SEE DETAIL B
SP. BACK OF CURB DITCH15" RCP-
III
15"
R
C
P-III1
8" RCP-III
15" RCP-III RCP-III 15" 1
8" RCP-III 18" RCP-III W/10 SY GEO FAB
3 TONS CL B RIPRAP
FS2GIB
R
EM
O
V
EW/ FLOWABLE FILLE
PLUG & FILL
RCP-III
15"
JB w/MH
15"
R
C
P-III
REMOVE
SEE DETAIL E
STANDARD BASE DITCH15"
1
5"
15"
15" RCP-IV
15" RCP-IV
REMOVEINV=617.9
42" RCP-IIION BANKS ONLY
W/39 SY GEO FAB
20 TONS CL I RIPRAP
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 -EY6- 14+00 RT ROADWAY FILL - WD < 0.01

2 -L- 12+75 42" RCP - SA < 0.01 < 0.01 14 10

TOTALS*: < 0.01 < 0.01 < 0.01 14 10 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 8 OF 8

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
STOKES
R-5768

NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
JUNE 2022