20211409 Ver 1_U-6223_PERMIT_PACKAGE_8_26_2021__20210921

(Version 2.08; Released April 2018)49502TIP No.:U-6223County(ies):Johnston Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future: Year:2045Existing: Year:Aquatic T&E Species?NoComments:No N/AN/AWetlands within Project Limits?Nutrient Sensitive Waters (NSW)NoneSupplemental Classification: Rural residential and commercialLittle Creek27-43-120.692 MilesProject DescriptionProposed ProjectNeuseRiver Basin(s): City/Town:Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)[e-mail], NC 27699-1590Address:4/12/2021JohnstonClaytonErik Seiler, PE1590 Mail Service CenterWBS Element:New LocationWBS Element:Ryan MahjoubNCDOT Contact:(919) 707-67571590 Mail Service CenterRaleigh. NC 27699-1590Contractor / Designer:[phone]NCDOTNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:NCDOTAddress:General Project InformationU-622349502Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)The majority of the project follows existing roads with the remainder 0.28 miles being new location.This project has storm drain systems that collect road and offsite discharge. Rip Rap pads are used at system outlets for energy dissipation. Existing flow patterns are maintained to the max extent practical. 3:1 side slopes are used throughout wetland and stream areas to minimize impacts. Maximized the use of vegetative conveyances where practical to treat stormwater runoff, protect the roadway and minimize flooding potential to private properties.A 1@72" RCP will be installed at new location at -L-53+83. The culvert will be embedded 1' below the stream bed to help ensure the culvert maintains a natural channel material post-construction.NeuseBuffer Rules in Effect:None6300The main alignment from SR1560 to the US-70 BUS/NC-42 interchange has a typical section mostly of one 12' lane in each direction with a 8' outside shoulder (var 5'-0' paved). The end of project near the US-70 BUS/NC-42 intersection has a typical section of one 12' lane in each direction with a raised concrete median and a 8' shoulder (paved).Waterbody Information2022NCDWR Stream Index No.:NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Class CNCDWR Surface Water Classification for Water Bodyac.The existing roadway is generally one 10' lane in each direction with a 1' outside paved shoulder. Total pavement width approx. 22'[e-mail] Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ADeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)
4 5
6
7
BEGIN PROJECT U-6223
-L- POT 12+00.00
END CONST
-L- POC 25+00.00
END CONST
-Y1- POT 16+50.00
END PROJECT U-6223
-L- POT 63+65.41
SR-1560 RANCH RD
LINE -L-
CHURCH RD
LITTLE CREEK
SR-1563
LINE -Y1-
LITTLE CREEK CHURCH RD
SR-1563
LINE -L-
LINE -L-
ROSE ST
LINE -L-
CHURCH RD
LITTLE CREEK
SR-1563
LINE -Y2-
TO US 70 BYPASS
TO SR-10037/2/99CLAYTON CI
TY LI
MI
TS
BEGIN CONST
-Y2- POT 10+00.00
BEGIN CONST
-L- POC 40+10.00
July 16, 2024
January 20, 2023
JULY 16, 2024
JANUARY 20, 2023
0
0
0
PROFILE (HORIZONTAL)

48811.1.1 PE

1560004

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 Prepared in the Office of:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
DIVISION OF HIGHWAYS
2018 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
See Sheet 1-A For Index of Sheets
CONTRACT:TIP PROJECT:ARTMEN
N ASO
H509 Ward Blvd., Wilson NC, 27895
Division 4 DDC
TO THE US-70 BUS & NC-42 INTERSECTION.
NEW LOCATION FROM SR-1560 (RANCH ROAD)
JOHNSTON COUNTY
50 25 50 100
100502550
10 5 10 20
TOTAL LENGTH TIP PROJECT U-6223 = 0.692 MILES
LENGTH ROADWAY TIP PROJECT U-6223 = 0.692 MILESU-6223U-6223
GRADING, DRAINAGE AND PAVING
DEPT
O
F TRA S PORTTIONTATEOFNRTCAR
O
LI
NAD
T
V
=
=
=
=
=
=
6300
25800
9
55
3
50
%
%
MPH
ADT
ADT
2022
2045
% *
K
DUAL=2%* TTST=1%
D.R. ETHRIDGE
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
VICINITY MAP
A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF CLAYTON.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD .
SUBREGIONAL TIER
LOCAL
MINOR COLLECTOR
MAJOR COLLECTOR
MINOR ARTERIAL
OTHER PRINCIPAL ARTERIAL
OTHER FREEWAY
INTERSTATE
?
FUNCTIONAL CLASS
KEVIN BOWEN, PEDDC4
$$$$USERNAME$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$SYSTIME$$$$$INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
SITE 1
SITE 2
WETLAND AND SURFACE WATER IMPACTS PERMIT
ENGLISH
SHEET 1 OF 7
PERMIT DRAWING
1560
1563
1571
2008
1990
1708
1709
1709
1552
1004
1004
1756
1555
1563
1563
1623
1570
1902
1555
2022
1583
CLAYTON
BEGIN PROJECT
END PROJECT
42
42
70
70
BUS
70
BUS
S
AS
BS
BS
BS
Bc
ul
v
ertc
ul
v
ert
NAD 83/ 2011 NAD 83/ 2011
NAD 83/ 2011
NAD 83/ 2011CAT-1G
REU TL-3TY
PE-III
G
REU TL-3CR
CR
NAD 83/ 2011
F F
*
*
*
*
**
*
**
*
*CLEARING
DENOTES MECHANIZED
WETLAND
DENOTES FILL IN
MECHANIZED CLEARING
ENGLISH
FILL IN WETLANDS
SHEET 2 OF 7
PERMIT DRAWING
V10=0.65FT/S
Q10=9CFS
HAND CLEARING
CLEARING
DENOTED HAND 404550150506050504040
3030
2 020
1
0
1
0
0 06028066030405060504030201000
4
9
0
4
0
3
0
2
0
1
0
0
0
1
02
03
040506
NAD 83/ 2011
24'
30'42'
0
1
4
06
05
0
4
0
3
0
2
0
6
0
5
04030201000
0
6
26'
MECHANIZED CLEARING IN WETLANDS - 0.052 AC (to R/W)
PERMANENT FILL IN WETLANDS - 0.006 AC (to slope stake line)GREU TL-366.32'
&75' RT-L- 54+14.00010200010203040506LOW POINTREVISIONS SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
U-6223 06
06
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDDDC4INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
$$$$USERNAME$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$SYSTIME$$$$$-L- 38+00.00MATCHLINE SEE SHEET 5-L- 52+00.00MATCHLINE SEE SHEET 77/2/99INV=311.5'
INV=309.0'
INV=308.3'
INV=308.7'
RETAIN
RETAIN
RETAIN
24" RCP-IV2
4" RCP-I
VINV=314.5'
INV=313.7'
15" RCP-IV
15" RCP-IV 15" RCP-IV
RETAIN
15" RCP-IV 15" RCP-IV SEE DETAIL A
SPECIAL CUT 'V' DITCH
15" RCP-IV
15" RCP-IV 15" RCP-IV
15" RCP-IV
SEE DETAIL G
SPECIAL CUT 'V' DITCH
15" RCP-IV
15" RCP-IV 3:1D Flatter3:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 48+00 TO STA. 48+60 RT -L-
DETAIL G
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
Type of Liner= B Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
( Not to Scale)
SPECIAL CUT 'V' DITCH
3:1D
FROM STA. 46+00 TO 47+90 STA. LT -L-
Min. D= 1 FT.
DETAIL F
Ground
Natural
Flatter4:1 or
Slope
Fill
Flatter4:1 or
D3:1( Not to Scale)
SPECIAL CUT 'V' DITCH
FROM STA. 50+50 TO STA. 52+50 LT LT -L-
FROM STA. 48+80 TO STA. 50+50 LT LT -L-
DETAIL H
Min. D= 1.5 Ft.
Ground
Natural Slope
Ditch
Front
Flatter3:1 or
D3:1( Not to Scale)
SPECIAL CUT 'V' DITCH
FROM STA. 13+50 TO STA. 15+40 LT -Y2-
FROM STA. 10+00 TO 15+50 STA. RT -Y2-
DETAIL A
Min. D= 1.5 Ft.
Ground
Natural Slope
Ditch
Front
SEE DETAIL F
SPECIAL CUT 'V' DITCH
2
4
" RCP-I
VSEE SPECIAL DETAIL A
SPECIAL CUT 'V' DITCH
SEE DETAIL H
SPECIAL CUT 'V' DITCH
SEE DETAIL H
SPECIAL CUT 'V' DITCH
I
NV=306.9'TOP=308.9'TB 2GI-TYPE DI
NV=307.2'TOP=309.1'
v
vBK COLUMN
BK COLUMN
18' GR
GR
GR
17' GR
S
28' GR
36" VINYL
36" VINYL
48" CH
CONC
15" RCP
48" CH
GR
12' GR
11' GR
WD POST
WD POST
72" CH
15" RCP
15" RCP
20' GR
S
15" RCP
GR
CULTIVATED
15" RCP
15" RCP72" VINYL
DK
GR
W
TOWN HOMES2 SFD WOODS
15" RCP
15" RCP
15" RCP
15" RCP
15" RCP
1 SFD
CONC
CONC
S
GR WOODS
WD
BL-106
12" STEEL
WD POST
WD POST
P
OR
C
HSR 1563 LITTLE CREEK CHURCH RD 24' BSTCONC
CONCSR 1563 LITTLE CREEK CHURCH RD 24' BST
S
UNNYVI
E
W
L
N. (
P
RI
VAT
E)BS
T
18" RCP
INV.=313.76'
INV.=314.49'
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EPK
EPK RR SPIKE
EPK
3
0'
S
ANI
T
ARY
S
E
WER
E
AS
E
ME
NT
-EL-
-EL-
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
6
0.
0
0'
6
0.0
0'
REVIS BRIAN POUNDS REVIS BRIAN POUNDS
MANAGEMENT,LLC
CF PROPERTY REVIS BRIAN POUNDS MARILYN P. WALL, ET VIR
WOODS
CULTIVATED
1.5 SFD
DK
GR
GR
24' GR
24" STEEL
HOUSE
PUMP
110' CP&L EASEMENT 50' GAS EASEMENT
72" CH
GR
19' GR
BUS
1 SFD
BUS
1 SFD
BUS
1 SFD
GR
LT
HOUSE
PUMP
CULTIVATED
WOODS
TIFFIANY S. MENDENHALL
REVIS BRIAN POUNDS
110' CP&L EASEMENT 50' GAS EASEMENT
REVIS BRIAN POUNDS
KAY E. LANCASTER, ET AL
KAY LANCASTER, ET AL
JOHN ELLIOT PARRISH, ET UX
JASON RALPH COX
YAWN
LONNIE E.
1 SBKD
1 SFD
HTR
1 SBKD
1 SFD
1 SFD
1 SFD
CHEDI CORP, LLC
WIDTH
VARIABLE
EASEMENT
UTILITY
TEREZ M. LITTLE
BY2-301
TOWN HOMES
2 SFD
WOODS
WOODS
DAISY S. POUNDS
(CEMETERY)
WD POLE
MTL GATE
48" CH48" CHBL-105
WD POST
FLAG POLE
BL-107
BM3
GR
GR
7
2
" WDGR
GR
GR
LAMP
CONC
GR
CULTIVATED
BM2
GR
CULTI
VATEDET AL
DANA WILLIAMS POUNDS,
WILLIAMS, ET VIR
CHRISTINA LEE
APRIL
WILLIAMS, ET VIR
CHRISTINA LEE
APRIL
MENDENHALL
TIFFIANY S.15" RCP-IV
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
FC
FCFCFCFCFCCCCCCCCCCCCCCCCCCCCCCCCCCCC
F F
*
*
*
*
**
*
**
*
*CLEARING
DENOTES MECHANIZED
WETLAND
DENOTES FILL IN
MECHANIZED CLEARING
ENGLISH
FILL IN WETLANDS
SHEET 3 OF 7
PERMIT DRAWING
V10=0.65FT/S
Q10=9CFS
HAND CLEARING
CLEARING
DENOTED HAND 4045501505060505040403 030
2 020
1
0
1
0
0 06028066030405060504030201000
4
9
0
4
0
3
0
2
0
1
0
0
0
1
02
03
040506
NAD 83/ 2011
24'
30'42'
0
1
4
06
05
0
4
0
3
0
2
0
6
0
5
04030201000
0
6
26'
MECHANIZED CLEARING IN WETLANDS - 0.052 AC (to R/W)
PERMANENT FILL IN WETLANDS - 0.006 AC (to slope stake line)GREU TL-366.32'&75' RT-L- 54+14.00010200010203040506LOW POINTREVISIONS SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
U-6223 06
06
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDDDC4INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
$$$$USERNAME$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$SYSTIME$$$$$-L- 38+00.00MATCHLINE SEE SHEET 5-L- 52+00.00MATCHLINE SEE SHEET 77/2/993043053
0
5
305306306306306306307307
3073073
0
7
307
308 3083
0
8
308309309
309
309309310310310310310310
3103103103
10
310
3103103103
1
0
3
1
0
310
3
1
0
3
1
0
310
3103
1
0
311311311311311
3113
1
1
3
1
1
3
1
1312312312312
312 3
1
2
312
3
1
2
312312 3123
1
2 312312312
3
1
2
3
1
2
3
1
2
313313313313313
3
13
313
313
3
1
3
313
3
1
3
3
1
3
313314
3143143143
1
4 3143143143
1
4
314314314314
3
1
4
315
315315
315
3
1
5
315315315315315315315315
3
1
5
315 315315315315
315
315
315 315
315315
315
3153153153153
1
5
3
1
5
315
315315 3153153
1
5
3
1
5315 3
1
5 3163163163163163163163163
1
6
3 1 6316316 316316316
3163
1
6316316 316316316 316316316316
3
1
6 316316
316316316 317317317317317317
317317317317317
317
317317317317317
317
317
3
1
7
317
3
1
7
317 317317317317
317
3
1
7
317
317
317 317317 317317317317
317
3
1
7
3
1
7
3
1
8
318
318318318
318318 318318318318318318
318318318318318
318
318
318
3
1
8
3
1
8
3183
1
8318318318 318318318318 319319319319319319
319
319319319319319319319319
3193193193193193193193193
1
9
3
1
9
3193
1
9
319
320
320320320320320320320
3203
2
0
320
320
320320320
320320320320
320320320320320
320320320
3203203203203203
2
0
320
320320 3203203203203203203203203203
2
0
3203
2
0
3203
2
0320320 3
2
0 321321321321
3
2
1321
321321 321321321321321321321
321
321
321
321321321321321321
321
321
321321
3
2
1
321321 3213
2
1 3213213213213213213
2
1 322322322
3
2
2
322
3223
2
2
3
2
2 3223
2
2 322322
322
322 3223223223223
2
2
322 322322322322322322
322
322322323323323323323
323
323323 323323
3233233233233233233233233
2
3 323323
3
2
3
3
2
3
3
2
3
3
2
3324
324
324
324
3
2
4 324324
324324 324324324324324324324324 3243243243243
2
4 325325
32532532532
5
325325 325325325325325325325325325
325
325 3253253
2
5
325 326326
326326326326326326326
3263
2
6326
326 3273273273
2
7 327327327327
3283283
28328328328329
329329329329 3303
3
0330 330330 330330330331331332 332333333334334 335
3
3
5335
336 3363
3
7
3
3
8
339 3403
4
0340341
3
4
2
3
4
3344 3453453463473483
4
9
3
5
0 351352353354INV=311.5'
INV=309.0'
INV=308.3'
INV=308.7'
RETAIN
RETAIN
RETAIN
24" RCP-IV2
4" RCP-I
VINV=314.5'
INV=313.7'
15" RCP-IV
15" RCP-IV 15" RCP-IV
RETAIN
15" RCP-IV 15" RCP-IV SEE DETAIL A
SPECIAL CUT 'V' DITCH
15" RCP-IV
15" RCP-IV 15" RCP-IV
15" RCP-IV
SEE DETAIL G
SPECIAL CUT 'V' DITCH
15" RCP-IV
15" RCP-IV 3:1D Flatter3:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 48+00 TO STA. 48+60 RT -L-
DETAIL G
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
Type of Liner= B Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
( Not to Scale)
SPECIAL CUT 'V' DITCH
3:1D
FROM STA. 46+00 TO 47+90 STA. LT -L-
Min. D= 1 FT.
DETAIL F
Ground
Natural
Flatter4:1 or
Slope
Fill
Flatter4:1 or
D3:1( Not to Scale)
SPECIAL CUT 'V' DITCH
FROM STA. 50+50 TO STA. 52+50 LT LT -L-
FROM STA. 48+80 TO STA. 50+50 LT LT -L-
DETAIL H
Min. D= 1.5 Ft.
Ground
Natural Slope
Ditch
Front
Flatter3:1 or
D3:1( Not to Scale)
SPECIAL CUT 'V' DITCH
FROM STA. 13+50 TO STA. 15+40 LT -Y2-
FROM STA. 10+00 TO 15+50 STA. RT -Y2-
DETAIL A
Min. D= 1.5 Ft.
Ground
Natural Slope
Ditch
Front
SEE DETAIL F
SPECIAL CUT 'V' DITCH
2
4
" RCP-I
VSEE SPECIAL DETAIL A
SPECIAL CUT 'V' DITCH
SEE DETAIL H
SPECIAL CUT 'V' DITCH
SEE DETAIL H
SPECIAL CUT 'V' DITCH
I
NV=306.9'TOP=308.9'TB 2GI-TYPE DI
NV=307.2'TOP=309.1'
v
vBK COLUMN
BK COLUMN
18' GR
GR
GR
17' GR
S
28' GR
36" VINYL
36" VINYL
48" CH
CONC
15" RCP
48" CH
GR
12' GR
11' GR
WD POST
WD POST
72" CH
15" RCP
15" RCP
20' GR
S
15" RCP
GR
CULTIVATED
15" RCP
15" RCP72" VINYL
DK
GR
W
TOWN HOMES2 SFD WOODS
15" RCP
15" RCP
15" RCP
15" RCP
15" RCP
1 SFD
CONC
CONC
S
GR WOODS
WD
BL-106
12" STEEL
WD POST
WD POST
P
ORCHSR 1563 LITTLE CREEK CHURCH RD 24' BSTCONC
CONCSR 1563 LITTLE CREEK CHURCH RD 24' BST
S
UNNYVI
E
W
L
N. (
P
RI
VAT
E)BS
T
18" RCP
INV.=313.76'
INV.=314.49'
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EPK
EPK RR SPIKE
EPK
3
0'
S
ANI
T
ARY
S
EWE
R EAS
EME
NT
-EL-
-EL-
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
6
0.0
0'
6
0.
0
0'
REVIS BRIAN POUNDS REVIS BRIAN POUNDS
MANAGEMENT,LLC
CF PROPERTY REVIS BRIAN POUNDS MARILYN P. WALL, ET VIR
WOODS
CULTIVATED
1.5 SFD
DK
GR
GR
24' GR
24" STEEL
HOUSE
PUMP
110' CP&L EASEMENT 50' GAS EASEMENT
72" CH
GR
19' GR
BUS
1 SFD
BUS
1 SFD
BUS
1 SFD
GR
LT
HOUSE
PUMP
CULTIVATED
WOODS
TIFFIANY S. MENDENHALL
REVIS BRIAN POUNDS
110' CP&L EASEMENT 50' GAS EASEMENT
REVIS BRIAN POUNDS
KAY E. LANCASTER, ET AL
KAY LANCASTER, ET AL
JOHN ELLIOT PARRISH, ET UX
JASON RALPH COX
YAWN
LONNIE E.
1 SBKD
1 SFD
HTR
1 SBKD
1 SFD
1 SFD
1 SFD
CHEDI CORP, LLC
WIDTH
VARIABLE
EASEMENT
UTILITY
TEREZ M. LITTLE
BY2-301
TOWN HOMES
2 SFD
WOODS
WOODS
DAISY S. POUNDS
(CEMETERY)
WD POLE
MTL GATE
48" CH48" CHBL-105
WD POST
FLAG POLE
BL-107
BM3
GR
GR
7
2
" WDGR
GR
GR
LAMP
CONC
GR
CULTIVATED
BM2
GR
CULTI
VATEDET AL
DANA WILLIAMS POUNDS,
WILLIAMS, ET VIR
CHRISTINA LEE
APRIL
WILLIAMS, ET VIR
CHRISTINA LEE
APRIL
MENDENHALL
TIFFIANY S.15" RCP-IV
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
FC
FCFCFCFCFCCCCCCCCCCCCCCCCCCCCCCCCCCCC
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONSHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
07R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
07U-6223
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99 INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ENGLISH
GRAPHIC SCALE
0'100'100'
F F
*
*
*
*
**
*
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED
WETLAND
DENOTES FILL IN
TEMPORARY IMPACTS IN SURFACE WATER
SHEET 4 OF 7
PERMIT DRAWING
IN SURFACE WATER
TEMPORARY IMPACTS
CLEARING
DENOTES HAND
CLEARING
MECHANIZED
(Variable)
Channel Bed
Flatter3:1 or
D3:1( Not to Scale)
SPECIAL CUT 'V' DITCH
FROM STA. 10+60 TO STA. 12+45 RT -Y4-
DETAIL I
Min. D= 0.5 Ft.
Ground
Natural Slope
Ditch
Front
FROM STA. 54+25 TO STA. 56+50 -L- (RT)
FROM STA. 55+00 TO STA. 56+90 -L- (LT)
Fill Slope3:1
b=5 Ft.
d=2 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL E
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
WETLANDS
FILL IN
CLEARING
MECHANIZED
CLEARING
MECHANIZED
CLEARING
HAND
SURFACE WATER
IMPACTS IN
HAND CLEARING
CLEARING
MECHANIZED
WETLANDS
FILL IN
V10=1.8ft/s
Q10=1.5cfs
V10=1.24ft/s
Q10=5.4cfs
DI
DI
DI
DI
HW
15" RCP-IV 15" RCP-IV 15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV 15" RCP-IV

15" RCP-IV
GTD
CB-G
CB-G
CB-G
CB-F
CB-F
SEE SPEC DETAIL
DI
BURIED 1'72" RCP-IVBURIED 1'72" RCP-IV
15
" RCP
-IV
TB 2GI
TB 2GI-TYPE D
15" RCP-IV
TB 2GI-TYPE D
TB 2GI-TYPE D
CB-G
15" RCP-IV
FIELD ADJ. INVERT
EXISITING CB
TIE PROPOSED TO 15" RCP-I
V
TIE PROPOSED DITCH TO EXISITING DI
DK
DK 1 SBKD 15" RCPS
9'
GRDK
48" CH48" CH48" CH GATE
CONC
CONC
1 SBKD
15" RCPCONC
13' GR48" WROUGHT IRON
1 SBKDVINYL72" 15" RCP9'
GRGATE
12" CMP
60" CONC
60" CONC
48" WROUGHT IRON
60" CONCGR30" C&G
15' GR
12' GR CONCCONCCONCGR
48" CH
GR
GR1 SBKD15" RCP15" RCP15" RCP15" RCP10' CONC
12' GRCONC48" CH
48" CHSCONC1 SBKD1 SBKDS4' PAVED SHOULDER3'
PAVED SHOULDER2'
PAVED SHOULDER3'
PAVED SHOULDER4'
PAVED SHOULDER4'
PAVED SHOULDER4'
PAVED SHOULDER30" C&G24" C&G24" C&G24" C&G
24" C&G GR4'
PAVED SHOULDERCONCBY2-304
U6223-5BM415" RCP
15" RCP
CB
CB
CB
INV.=319.27'
TOP=323.78'15" RCP
INV.=318.71'TOP=324.00'INV.=318.60'
18" RCP INV.=318.34'
TOP=324.46'
INV.=318.15'
CB
TOP=323.38'
INV.=317.41'
24" RCPINV.=315.96'
INV.=316.15'DITOP=320.24'TOP=320.69'15" RCPINV.=318.63'INV.=318.01'18" RCPINV.=317.82'TOP=316.49'INV.=312.65'15" RCPCBCBTOP=325.37'INV.=322.90'TOP=326.19'INV.=323.19'
1
5
" RCP INV.=321.01'INV.=320.86'INV.=312.65'
30" C&G
30" C&G30" C&G
30" C&G30" C&GCONC BSTGRASSCONCCONC5'
CONC WALKROSE ST 38' PAVED ROADWAY US 70 BUSINESS WBL (WIDTH VARIES) PAVED ROADWAYUS 70 BUSINESS EBL (WIDTH VARIES) PAVED ROADWAYNC 42 WB 44' PAVED ROADWAY
NC 42 EB 29' PAVED ROADWAY
ROSE ST 47' PAVED ROADWAY
TULIP ST 20' PAVED ROADWAYUS 70 BUSINESS EBL (WIDTH VARIES) PAVED ROADWAYUS 70 BUSINESS WBL (WIDTH VARIES) PAVED ROADWAYINV.=320.36'
INV.=318.79'
TO SR 1003 BUFFALO RD.
CONC TO US 70 BYPASS10' TOWN OF CLAYTON ELECTRIC EASEMENT
STORMWATER BMP EASEMENTEIP
EIP
EIP
EIP EIPEIPEIPEIPEIPEIPEIPEIPEIPEIPEIPEIPEIPEIPEIP30' SANITARY SE
WER EASEMENT UTILITY EASEMENT VARIABLE WIDTH
30' SANITARY SEWER EASEMENT1 2 3 4 EXISTING NCRR R/WEXISTING NCRR R/W-EY3--EY3--EY2-
-EY2-38.00'VARIESEXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W50.00'
50.00'EXISTING R/WEXISTING R/WVARIES
PB 70 PG 393
FOR SOUTH CONNECTOR
DEICATED R/W
NO RECORDS FOUND
FOR FUTURE TOWN OF CLAYTON SOUTH CONNECTOR
APPROXIMATE LOCATION CONC DIDICULTIVATED WOODS
WOODS
WOODS
TOWN HOMES
2 SFD
HOMES
TOWN
2 SFD
S
S 1 SBKD
BST GR
1 SBKBUS
EIP
CONC
CANOPY
MTL
BRK SIGN
BY2-303
BY2-302
GR
GR025
02503030404050506060201000250201025060605050403030202010100NAD 83/ 20110250301000250201119
20
21
22
23
24
25
26
CAT-1
GREU TL-3
TYPE-III
GREU TL-3
CR
CR
320102020001LOW POINT( Not to Scale)
Geotextile
Elevation
Natural Bed
STA. 55+22 RT -L-
Ground
Natural
Ground
Natural
PIPE OUTLET CHANNEL STABILIZATION
DETAIL D
18"

Type of Liner= CL I Rip-Rap - Keyed-In
Length= 24 Ft.
C
F
F F
F
F
F F F
F
F
F
F
F F C
F
C
F
C
F
C
F
C F
F
F
F
F
F
F
F
F
C
C
C
C
FF
FF
F
F
C
C
C
C
C
CC
C
C
FF
FFFFCCFFCCCCCC
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONSHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
07R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
07U-6223
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99 INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ENGLISH
GRAPHIC SCALE
0'100'100'
F F
*
*
*
*
**
*
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED
WETLAND
DENOTES FILL IN
TEMPORARY IMPACTS IN SURFACE WATER
SHEET 5 OF 7
PERMIT DRAWING
IN SURFACE WATER
TEMPORARY IMPACTS
CLEARING
DENOTES HAND
CLEARING
MECHANIZED
(Variable)
Channel Bed
Flatter3:1 or
D3:1( Not to Scale)
SPECIAL CUT 'V' DITCH
FROM STA. 10+60 TO STA. 12+45 RT -Y4-
DETAIL I
Min. D= 0.5 Ft.
Ground
Natural Slope
Ditch
Front
FROM STA. 54+25 TO STA. 56+50 -L- (RT)
FROM STA. 55+00 TO STA. 56+90 -L- (LT)
Fill Slope3:1
b=5 Ft.
d=2 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL E
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
WETLANDS
FILL IN
CLEARING
MECHANIZED
CLEARING
MECHANIZED
CLEARING
HAND
SURFACE WATER
IMPACTS IN
HAND CLEARING
CLEARING
MECHANIZED
WETLANDS
FILL IN
V10=1.8ft/s
Q10=1.5cfs
V10=1.24ft/s
Q10=5.4cfs
DI
DI
DI
DI
HW
15" RCP-IV 15" RCP-IV 15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV 15" RCP-IV

15" RCP-IV
GTD
CB-G
CB-G
CB-G
CB-F
CB-F
SEE SPEC DETAIL
DI
BURIED 1'72" RCP-IVBURIED 1'72" RCP-IV
15
" RCP
-IV
TB 2GI
TB 2GI-TYPE D
15" RCP-IV
TB 2GI-TYPE D
TB 2GI-TYPE D
CB-G
15" RCP-IV
FIELD ADJ. INVERT
EXISITING CB
TIE PROPOSED TO 15" RCP-
I
V
TIE PROPOSED DITCH TO EXISITING DI
DK
DK 1 SBKD 15" RCPS
9' GRDK
48" CH48" CH48" CH GATE
CONC
CONC
1 SBKD
15" RCPCONC
13' GR48" WROUGHT IRON
1 SBKDVINYL72" 15" RCP9' GRGATE
12" CMP
60" CONC
60" CONC
48" WROUGHT IRON
60" CONCGR30" C&G
15' GR
12' GR CONCCONCCONCGR
48" CH
GR
GR1 SBKD15" RCP15" RCP15" RCP15" RCP10' CONC
12' GRCONC48" CH
48" CHSCONC1 SBKD1 SBKDS4' PAVED SHOULDER3'
PAVED SHOULDER2'
PAVED SHOULDER3'
PAVED SHOULDER4'
PAVED SHOULDER4'
PAVED SHOULDER4'
PAVED SHOULDER30" C&G24" C&G24" C&G24" C&G
24" C&G GR4'
PAVED SHOULDERCONCBY2-304
U6223-5BM415" RCP
15" RCP
CB
CB
CB
INV.=319.27'
TOP=323.78'15" RCP
INV.=318.71'TOP=324.00'INV.=318.60'
18" RCP INV.=318.34'
TOP=324.46'
INV.=318.15'
CB
TOP=323.38'
INV.=317.41'
24" RCPINV.=315.96'
INV.=316.15'DITOP=320.24'TOP=320.69'15" RCPINV.=318.63'INV.=318.01'18" RCPINV.=317.82'TOP=316.49'INV.=312.65'15" RCPCBCBTOP=325.37'INV.=322.90'TOP=326.19'INV.=323.19'
15
" RCP INV.=321.01'INV.=320.86'INV.=312.65'
30" C&G
30" C&G30" C&G
30" C&G30" C&GCONC BSTGRASSCONCCONC5'
CONC WALKROSE ST 38' PAVED ROADWAY US 70 BUSINESS WBL (WIDTH VARIES) PAVED ROADWAYUS 70 BUSINESS EBL (WIDTH VARIES) PAVED ROADWAYNC 42 WB 44' PAVED ROADWAY
NC 42 EB 29' PAVED ROADWAY
ROSE ST 47' PAVED ROADWAY
TULIP ST 20' PAVED ROADWAYUS 70 BUSINESS EBL (WIDTH VARIES) PAVED ROADWAYUS 70 BUSINESS WBL (WIDTH VARIES) PAVED ROADWAYINV.=320.36'
INV.=318.79'
TO SR 1003 BUFFALO RD.
CONC TO US 70 BYPASS10' TOWN OF CLAYTON ELECTRIC EASEMENT
STORMWATER BMP EASEMENTEIP
EIP
EIP
EIP EIPEIPEIPEIPEIPEIPEIPEIPEIPEIPEIPEIPEIPEIPEIP30' SANITARY SE
WER EASEMENT UTILITY EASEMENT VARIABLE WIDTH
30' SANITARY SEWER EASEMENT1 2 3 4 EXISTING NCRR R/WEXISTING NCRR R/W-EY3--EY3--EY2-
-EY2-38.00'VARIESEXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W50.00'
50.00'EXISTING R/WEXISTING R/WVARIES
PB 70 PG 393
FOR SOUTH CONNECTOR
DEICATED R/W
NO RECORDS FOUND
FOR FUTURE TOWN OF CLAYTON SOUTH CONNECTOR
APPROXIMATE LOCATION CONC DIDICULTIVATED WOODS
WOODS
WOODS
TOWN HOMES
2 SFD
HOMES
TOWN
2 SFD
S
S 1 SBKD
BST GR
1 SBKBUS
EIP
CONC
CANOPY
MTL
BRK SIGN
BY2-303
BY2-302
GR
GR025
02503030404050506060201000250201025060605050403030202010100NAD 83/ 20110250301000250201119
20
21
22
23
24
25
26
CAT-1
GREU TL-3
TYPE-III
GREU TL-3
CR
CR
320102020001LOW POINT292293
293294 294295
295295
2 9 6
296297 297297297297297
297 297297298
298
298298298 2982 9 9
299
299299299299 299299299
300
300
3 0 0
3
0
0
300300300300300300300300300300
300300
300 300300
301 3013013 0 1
301
3013
0
1
301301301
301
301301301
301 301302
302
302
302302302302302302302 3023033 0 3 303303303303
3033033033 0 4 304304 3043 0 4
304304304304304304
304304305 305305
305
305
305 3053053
0
5
305
3053
0
5
305305305305305305305305
305
305
305305
306
306
306 306306
3
0
6
3063063063
0
6
306306306306306
306
306306306
306
307
307 307307 307307
307307307307307307307307
307
308
308 308308308308308308
308
308308308308308308308308308309
309309309309 3093093093093
0
9
309309309309309310
310310310310
310
310 310310310310310310310
310
310
310310310310310310310310310310310310310310
310
310
310310310
310310
311
3113 1 1 311311
311311311311311311311311311
311311311311311
312
312312
312 3123123
1
2
31
2312312312312312312312 312312312
312312312
312312312
312312313
313
3 13 313313313
313
313
313313313313313313313313313
31331331
3
313313
313313313 313
313314314
314
3 1 4 3143143143
1
4
314
314314314314314314314314314
314314314314
314314314314314314314314315315
3
1
5
315315
315
315315 315315315315315
315315315
3
1
5
315
3
15
315
315
315315315315315315315315315315315315315315
315
315
316
316
316316316316
316316316316316316316316316316316
3163163163163163163
17
317
3
1
7 317317
317317317317317317
317317317317317317317317317317317317317317
317317 317
3
17317317
317
318
318 318318318318318
3183
18
3183183183183183183183183183183183
1
8
318
318318318318318318318318318
318
318318318318318318
318
319
319319
319319319319
3
19
319
319319319319319319319319319319319
3
1
9319
3193193
1
9319319319319319
3
2
0
3203203203203203203
2
0
320320
3
2
0
320320320
320320320320320320320320320320320320320320
3203203203203203203203203203
2
0
320320320320320320
320320320
320
320320320320
320
320321321321321321
3
2
1
321
3213213213213213213213
2
1
321321321321321321321321 321321321321 322322322322
322
3223
2
2
322 322322322
322322322322322322322322322322
3
2
2
322323323323
323
323
323
323323323323323323323323323323323323323323
323 323323324324324
3
2
4
3
2
4
324324324324324324
324324324324324
32
4324 3243243253253253253
2
5
325
325325
325
3
2
5 325325325325325325 325325325325 325325 325325
325325325325325325325325325325325325
325325325325
3
2
5
325326326326
326
326326326 326
326326326326326326326 326326326326326326 327327327
327
3
2
7 327327327327327327327327327
3
2
7 327327327327327327327328328328328328328328328328328328328 328328
328
3
2
8 328328328329329329329329
329329329329 329329329329329
329
329
329 329329329329329329
330
330330330330330330 330330330330330330330330330
3303303303303303303
3
0330330330330 330330 330330330330
330330
330
330
330
330
330
331 331331331331331331331331
331331
331
3313
3
1
331 331331331
331331
331 3323323323323
3
23323323323
3
2332 332332
332332
333333333333 333333333333
3
3
4
( Not to Scale)
Geotextile
Elevation
Natural Bed
STA. 55+22 RT -L-
Ground
Natural
Ground
Natural
PIPE OUTLET CHANNEL STABILIZATION
DETAIL D
18"

Type of Liner= CL I Rip-Rap - Keyed-In
Length= 24 Ft.
C
F
F F
F
F
F F F
F
F
F
F
F F C
F
C
F
C
F
C
F
C F
F
F
F
F
F
F
F
F
C
C
C
C
FF
FF
F
F
C
C
C
C
C
CC
C
C
FF
FFFFCCFFCCCCCC
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
STA. = 55+83
STREAM BED
SLOPE= 1.7%
INV. ELEV.=301.6'
CL
300
320
310
SKEW = 54
TB LT.
TB RT.
GP ELEV. = 313.0'
0100 100200 200
NWE
NWE
1 @ 72" RCP BURIED 1'
SHEET 6 OF 7
PERMIT DRAWING
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel ChannelChannel Site StationStructureFill In Fill In in Clearing in SW SW Impacts ImpactsStablizationNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 54+14 to 56+53 -L- LT/RT 72" RCP BURIED 1'0.4740.114 0.024 0.054 <0.01 207 26 372 49+49 to 51+09 -L- RT24" RCP0.0140.033 0.041TOTALS*:0.49 0.00 0.00 0.15 0.06 0.05 0.00 207 26 37*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 7OF7WETLAND AND SURACE WATER IMPACTS SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTS49502NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS8/26/2021JOHNSTONU-6223
4 5
6
7
BEGIN PROJECT U-6223
-L- POT 12+00.00
END CONST
-L- POC 25+00.00
END CONST
-Y1- POT 16+50.00
END PROJECT U-6223
-L- POT 63+65.41
SR-1560 RANCH RD
LINE -L-
CHURCH RD
LITTLE CREEK
SR-1563
LINE -Y1-
LITTLE CREEK CHURCH RD
SR-1563
LINE -L-
LINE -L-
ROSE ST
LINE -L-
CHURCH RD
LITTLE CREEK
SR-1563
LINE -Y2-
TO US 70 BYPASS
TO SR-10037/2/99CLAYTON CI
TY LI
MI
TSBEGIN CONST
-Y2- POT 10+00.00
BEGIN CONST
-L- POC 40+10.00
July 16, 2024
January 20, 2023
JULY 16, 2024
JANUARY 20, 2023
0
0
0
PROFILE (HORIZONTAL)

48811.1.1 PE

1560004

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 Prepared in the Office of:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
DIVISION OF HIGHWAYS
2018 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
See Sheet 1-A For Index of Sheets
CONTRACT:TIP PROJECT:ARTMEN
N ASO
H509 Ward Blvd., Wilson NC, 27895
Division 4 DDC
TO THE US-70 BUS & NC-42 INTERSECTION.
NEW LOCATION FROM SR-1560 (RANCH ROAD)
JOHNSTON COUNTY
50 25 50 100
100502550
10 5 10 20
TOTAL LENGTH TIP PROJECT U-6223 = 0.692 MILES
LENGTH ROADWAY TIP PROJECT U-6223 = 0.692 MILESU-6223U-6223
GRADING, DRAINAGE AND PAVING
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAD
T
V
=
=
=
=
=
=
6300
25800
9
55
3
50
%
%
MPH
ADT
ADT
2022
2045
% *
K
DUAL=2%* TTST=1%
D.R. ETHRIDGE
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
VICINITY MAP
A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF CLAYTON.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD .
SUBREGIONAL TIER
LOCAL
MINOR COLLECTOR
MAJOR COLLECTOR
MINOR ARTERIAL
OTHER PRINCIPAL ARTERIAL
OTHER FREEWAY
INTERSTATE
?
FUNCTIONAL CLASS
KEVIN BOWEN, PEDDC4 INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
ENGLISH
SHEET 1 OF 4
PERMIT DRAWING
BUFFER IMPACTS PERMIT
S
AS
BS
BS
BS
Bc
ul
vertc
ulvert152025303540455055 6015
NAD 83/ 2011 NAD 83/ 2011
NAD 83/ 2011
NAD 83/ 2011
15
TY
PE-III
CR
CR
1574
1560
1599
1560
1563
1571
1555
1705
2008
1990
1708
1709
1709
1552
1004
1004
1756
1555
15511552
1563
1563
1623
1571
1570
1902
1555
2022
2037
2038
1583
2638
2008
CLAYTON
BEGIN PROJECT
END PROJECT
42
42
70
70
70
70
BUS
70
BUS
70
BUS
NAD 83/ 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONSHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
07R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
07U-6223
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99 INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET 3 OF 4
BUFFER DRAWING
ENGLISH
GRAPHIC SCALE
0'100'100'
MIGATABLE IMPACTS ZONE 1
MIGATABLE IMPACTS ZONE 2
Flatter3:1 or
D3:1( Not to Scale)
SPECIAL CUT 'V' DITCH
FROM STA. 10+60 TO STA. 12+45 RT -Y4-
DETAIL I
Min. D= 0.5 Ft.
Ground
Natural Slope
Ditch
Front
(Variable)
Channel Bed
FROM STA. 54+25 TO STA. 56+50 -L- (RT)
FROM STA. 55+00 TO STA. 56+90 -L- (LT)
Fill Slope3:1
b=5 Ft.
d=2 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL E
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
( Not to Scale)
Geotextile
Elevation
Natural Bed
STA. 55+22 RT -L-
Ground
Natural
Ground
Natural
PIPE OUTLET CHANNEL STABILIZATION
DETAIL D
18"

Type of Liner= CL I Rip-Rap - Keyed-In
Length= 24 Ft.
DK
DK 1 SBKD 15" RCPS
9'
GRDK
48" CH48" CH48" CH GATE
CONC
CONC
1 SBKD
15" RCPCONC
13' GR48" WROUGHT IRON
1 SBKDVINYL72" 15" RCP9'
GRGATE
12" CMP
60" CONC
60" CONC
48" WROUGHT IRON
60" CONCGR15' GR
12' GR CONCCONCCONCGR
48" CH
GR GR1 SBKD15" RCP15" RCP15" RCP15" RCP10' CONC
12' GRCONC48" CH
48" CHSCONC1 SBKD1 SBKDSGRCONCBY2-304 BM415" RCP
15" RCP
CB
CB
CB
INV.=319.27'15" RCP
INV.=318.71'INV.=318.60'
18" RCP INV.=318.34'
CB24" RCP
DITOP=320.24'TOP=320.69'15" RCPINV.=318.63'INV.=318.01'18" RCPTOP=316.49'15" RCPCBCBINV.=322.90'INV.=323.19'
1
5
" RCP INV.=321.01'INV.=320.86'
CONC BSTGRASSCONCCONC5'
CONC WALKROSE ST 38' PAVED ROADWAY US 70 BUSINESS WBL (WIDTH VARIES) PAVED ROADWAYUS 70 BUSINESS EBL (WIDTH VARIES) PAVED ROADWAYNC 42 WB 44' PAVED ROADWAY
NC 42 EB 29' PAVED ROADWAY
ROSE ST 47' PAVED ROADWAY
TULIP ST 20' PAVED ROADWAYUS 70 BUSINESS EBL (WIDTH VARIES) PAVED ROADWAYUS 70 BUSINESS WBL (WIDTH VARIES) PAVED ROADWAYINV.=320.36'
INV.=318.79'TO US 70 BYPASSNICHOLAS JAMES FEREZ10' TOWN OF CLAYTON ELECTRIC EASEMENT
STORMWATER BMP EASEMENTEIP
EIP
EIP
EIP EIPEIPEIPEIPEIPEIPEIPEIPEIPEIPEIPEIPEIPEIPEIP30' SANITARY SE
WER EASEMENT UTILITY EASEMENT V
ARIABLE WIDTH
30' SANITARY SEWER EASEMENT1 2 3 4 EXISTING NCRR R/WEXISTING NCRR R/W-EY3--EY3--EY2-
-EY2-
EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WPB 70 PG 393
FOR SOUTH CONNECTOR
DEICATED R/W
NO RECORDS FOUND
FOR FUTURE TOWN OF CLAYTON SOUTH CONNECTOR
APPROXIMATE LOCATION CONC DIDICULTIVATED WOODS
WOODS
WOODS
TOWN HOMES
2 SFD
HOMES
TOWN
2 SFD
BOLING TOWNES HOMEOWNERS ASSOCIATION
SRI LAKSHMI KONERU, ET AL
VIPUL S. SHAH, ET UX
RAJESH N. PATEL, ET UX
1
2
THE KIRAN KUMAR CHINDAM REVOCABLE TRUST
3
4
BENSON, ET UX
CLARENCE MICHAEL
S
S 1 SBKD
BST GR
OZARK INVESTMENT CO. LLC
OZARK INVESTMENT CO. LLC
OZARK INVESTMENT CO. LLC
OZARK INVESTMENT CO. LLC
PTM, L.P
1 SBKBUS
RALPH L. ISENHOUR, ET UX
RALPH L. ISENHOUR, ET UX
NICHOLAS J. FEREZ, ET UX
EIP
CONC
CANOPY
MTL
BRK SIGN
BY2-303
BY2-302
GR
GR55 6002502503030404050506060201000250201025060605050403030202010100NAD 83/ 20110250301000250201119
20
21
22
23
24
25
26
CAT-1
GREU TL-3
TYPE-III
GREU TL-3
CR
CR
320102020001LOW POINTDI
DI
DI
DI
HW
15" RCP-IV 15" RCP-IV 15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV 15" RCP-IV

15" RCP-IV
GTD
CB-G
CB-G
CB-G
CB-F
CB-F
SEE SPEC DETAIL
DI
BURIED 1'72" RCP-IVBURIED 1'72" RCP-IV
15
" RCP
-IV
TB 2GI
TB 2GI-TYPE D
15" RCP-IV
TB 2GI-TYPE D
TB 2GI-TYPE D
CB-G
15" RCP-IV 15" RCP-I
V
C
F
F F
F
F
F F F
F
F
F
F
F F C
F
C
F
C
F
C
F
C F
F
F
F
F
F
F
F
F
C
C
C
C
FF
FF
F
F
C
C
C
C
C
CC
C
C
FF
FFFFCCFFF
FFCCC
SiteStationStructureNo.(From/To)Size / Type1-L- 54+63 TO -L- 56+8972" RCP-IV,BURIED 1'X14904 9077 239810 0 0 14904 9077 23981 0 0NOTES:Revised 2018 Feb SHEET 3OF4BUFFER REPLACEMENTIMPACTSRIPARIAN BUFFER IMPACTS SUMMARYTOTALS*:ROAD CROSSINGBRIDGEPARALLEL IMPACTZONE 1(ft2)ZONE 2(ft2)TYPEALLOWABLEMITIGABLENC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS8/26/2021JOHNSTONU-622349502ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)
ZONE 1 (ft2)ZONE 2 (ft2)1L- 54+63 / L- 56+8913707 531813707 5318Revised 2018 Feb SHEET 4OF4WETLANDS IN BUFFERSSITE NO.STATION (FROM/TO)TOTAL:NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS8/26/2021JOHNSTONU-622349502WETLANDS IN BUFFER IMPACTS SUMMARYRev. Jan 2009