HomeMy WebLinkAbout20211041 Ver 1_Ashe 273 Permit Drawings Final_20210804(Version 2.08; Released April 2018)17BP.11.R.145TIP No.:SF-040273County(ies):ASHEPage 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future: Year:2039Existing: Year:Aquatic T&E Species?NoComments:Yes N/ANoWetlands within Project Limits?High Quality Waters (HQW)Supplemental Classification: Mountainous/VillageBig Horse Creek10-2-21-(8.5)0.50.131 mi.Project DescriptionProposed ProjectNew River Basin(s): City/Town:0.6Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)Nomshown@ncdot.govAddress:5/18/2021AsheLansingMarc Shown, PERaleigh, NC 27610WBS Element:Bridge ReplacementWBS Element:TGS EngineersNCDOT Contact:(919) 707-6700Suite 200Raleigh, NC 27603Contractor / Designer:(919) 773-8887706 Hillsborough St.North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1000 Birch Ridge Dr.Address:General Project InformationSF-04027317BP.11.R.145Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)SF-040273 is the replacement of the existing low water bridge on SR 1347 (Teaberry Rd.) with a structure that spans above the 100YR water surface elevation. The new structure will be located just upstream of the existing structure removing the need for a detour on the project. The proposed structure is a three span bridge with no piers in the water and spill through abutments. Deck drains have been proposed in the overbank areas to reduce spread on the bridge, but not discharge into Big Horse Creek. Existing drainage structures and roadside diches were utilized where possible. Tail ditches daylight prior to Big Horse Creek to promote overland flow where possible rather than directly discharging into the stream. In some locations along the -L- line, grassed shoulders have been widened to aide in removing contaminants from the runoff. Bank stabilization is proposed along the banks of Big Horse Creek to prevent future erosion of the banks.N/ABuffer Rules in Effect:N/ANone17010' travel lanes with 3' shouldersWaterbody Information2019NCDWR 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.8' travel lanes with 2' shoulders340clewis@tgsengineers.comProject 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
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATAGRAPHIC SCALES PLANS
PROFILE (VERTICAL)
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
CONTRACT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NASee Sheet 1A For Index of Sheets
RIGHT OF WAY DATE:
LETTING DATE:
JIMMY L. TERRY, PE
OF TRANSPORATION
DEPARTMENTNORTH CAROLINA
CORP. LICENSE NO.: C-0275
PH (704) 476-0003
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
ENGINEER
HYDRAULICS
SIGNATURE:
P.E.
ENGINEER
ROADWAY DESIGN
P.E.
SIGNATURE:
T
V
=
=
=
ADT
% *
MPH
VICINITY MAP
=ADT
CONVENTIONAL PLAN SHEET SYMBOLS
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
25 50 10050
25 50 10050
5 10 2010
17BP.11.R.145
17BP.11.R.145
17BP.11.R.145
17BP.11.R.145
17BP.11.R.145---
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
GRADING, DRAINAGE, PAVING, AND STRUCTURE
PROJECT:-L-
30
2019
6
* TTST =3%
FUNC CLASS =
LOCAL - RURAL
SUB REGIONAL TIER
DUAL =3%
170
N/A
N/A
N/A
PE
R/W & UTIL.
CONST.
AUSTIN R. TURNER, PE
LOCATION
PROJECT
JOE LAWS, PE
N. Wilkesboro, NC 28659
801 Statesville Rd
DIVISION 11
TOTAL LENGTH PROJECT 17BP.11.R.145 #040273
LENGTH STRUCTURE PROJECT 17BP.11.R.145 #040273
LENGTH ROADWAY PROJECT 17BP.11.R.145 #040273 2039 340
ASHE COUNTY
ON SR 1347 (TEABERRY RD)
BRIDGE No. 040273 OVER BIG HORSE CREEK
---25% PLANS SUBMITTALBIG HORSE CREEK BIG HORSE CREEKSR 1347
TEABERRY RDTO NC 194
H ST.-Y1--GW--Y-15+0015
+
0
0
10
+
00
10+00
NC 194TO WARRENVILLETO VIRGINIALansing
Tuckerdale
194
194
194
1352
1352
1353
1518
1516
1516 1523
1521
1519
1353
1324
1347
1350
1381
1349
1347
Creek
Big Horse
1695
1517
1514
1522
1642
DEAD ENDTHIS PROJECT IS WITHIN THE TOWN OF LANSING.
A ST.
-Y2-
=0.131
=0.033
=0.098
SITE 1
X:\NCDOT\Div 11 Ashe 273\Hydraulics\PERMITS_Environmental\Drawings\1-Ashe273_Rdy_tsh.dgnclewis6/8/2021SITE 2
10+00
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 5
PERMIT DRAWING
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
PLANS PREPARED FOR:PLANS PREPARED BY:
NCDOT CONTACT:
2018 STANDARD SPECIFICATIONS
NAD 83/ 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CORP. LICENSE NO.: C-0275
PH (704) 476-0003
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
NAD 83/ 2011
BRIDGE #040273
ASHE COUNTY
4 17BP.11.R.145
INSET A - ISLAND DETAILS
1'R
(SURFACE MOUNTED)
CONCRETE ISLAND
PROP. MONOLITHIC
1'R
44'R
46'R
-Y--L-
15.60' LT
18+11.12
17.50' LT
18+10.60
50'R
16.42' RT
-Y- 13+35.92
14.42' RT
-Y- 13+36.08
X:\NCDOT\Div 11 Ashe 273\Hydraulics\PERMITS_Environmental\Drawings\2-Ashe273_Rdy_psh.dgnclewis6/8/20211"=100'
0'100'100'
SITE 1 S S SURFACE WATER
DENOTES IMPACTS IN
SEE DETAIL
BANK STABILIZATION
-Y2- POT 11+57.02
= -Y- POC 14+05.12
-Y2- POT 10+00.00
-Y- POT 19+63.96
-Y- POT 10+00.00
-Y1- PRC 11+15.06
= -L- POC 15+60.10
-Y1- POT 13+80.33
-L- POT 10+00.00
SITE 2
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY 1312.5'BST
6" PVC
W/LT
MONUMENT2GPS-2
SITE 2
BLOW UP SCALE 1"=50'
HW
REMOVE
REMOVE
36" RCP-I
VHW
RETAIN04030
4
0403
030202
0
1
010004
05
04 02020100
01
02
028
0102 02
020000
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1
0202
11BOX
SPRING TTTT
T
TT Brush Br u s h
Brush
Brush Brush Brush
Brush Brush BrushFIELD
WOODS
PASTURE
WOODS
WOODS
WOODS
FE
NCE R
UINS
FENCE RUINS
36"WD RAIL 5SBWFENCE RUINS4'WWFENCE RUI
NSFENCE RUINS42"5SBW5SBW3SBW 6'CHL
CO
NC
CONC
C
O
N
C
C
O
N
C
CONC 4'WD12"CONC WALLCONCSTONE
DK
W
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A
N
DS
C
AP
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BOLLARDS
PLANTER PLANTERLANSCAPEDROCKROCK
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DK
D
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9"CO
NC WALL
6
"CONC
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8"CONC
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7
"CONC
12"ROCK WALLBIG HORSE CREEK BIG HORSE CREEK{{{{{GR
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1 0 'GR8'GR13.5'GR
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8' GRGRGR
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TEABERRY ROAD
SR 1347 A ST12.5'BST
BSTNC HWY 19420.5'BSTTO VIRGINIABST
BST
13.9'BSTSR 134722.5'BSTCONC12'BSTH ST12'BST8"DIP
8"DIP 8"DIP8"PLASTIC8"DIP
SUPPORTS
21"X8"I-BEAM 8"PLASTIC8"PLASTIC8"PLASTIC1SFD
SHED
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1SFD
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S
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SHED
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CANOPY
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CO N C RU INS
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SPRINGWBK WALLPORCH
GUYGUY
GUY
GUY
GUY
GUY
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ROCK
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SHED
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KCONCCON
C CONCC
O
N
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6 " P VC6" PVC6" PVC 6" PVC6" PVC6" PVC2" PVC
2" PVC
SPIGOTTANK
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TANKTANK
UNDERGROUND
24"C
MP
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D
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"CM
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EIP EXISTING R/WEXIS TIN G R/W100'EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WMAINTAINED R/WMAINTAINED R/W12'MAINTAINED R/W12'MAINTAINED R/WEXISTING R/W
EXISTING R/W
18'EXISTING R/W
18'EXISTING R/W
18'MAINTAINED R/W
W/LT
W/LT
W/LT VAR. BSTVAR. BST VAR. BSTVAR. BSTW/LT4SBW & 1S ELEC3 SBWW/LT
GUY POLE
SIGN
GUY
MONUMENT
18.00'12.00'3
0
.0
0'30.
0
0'
:
:
:
:
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2
LT
48" WW2S SHED
WD48" WW
1S ELEC48" WW &5S
B
W & 1S
E
L
E
C
18"CMP36" CMP48" WD RAI
LMTL GATE
48" WD RAILMTL GATETBENCH
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MULCH
MULCHGR
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SAT
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GUYGUY
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WD
GRAPE
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GRAPE
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SERVICE
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5 SBW TANKSHEDMTL
NO UTILITIES
ABANDONED
AREA
PLAYGROUND
T
BENCH
MTL
BENCH
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6" HDPE
CONC
GUYGUY
GUY
BM#2
BST
GUY
GR
BY2-12
BL-6
BL-5
GPS-2
BY-8
BY1-9
18'MAINTAINED R/W
WD STEPS
CONC PAD
30"CMP
15"CMPSHEET 2 OF 5
PERMIT DRAWING
REMOVE( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:1D
FROM -Y1- STA. 10+50 TO STA. 11+63 RT
FROM -L- STA. 12+50 TO STA. 14+50 LT
Min. D= 1.5 Ft.
DETAIL 1
Ground
Natural
Flatter4:1 or
Slope
Fill
REMOVE
RETAI
NRETAIN RETAINREMOVE
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d
2:1FROM -Y1- STA. 11+63 TO STA. 12+50 RT
DETAIL 4
Max. d= Ft.
Min. D= Ft.
Type of Liner= Class 'I' Rip-Rap
Slope
Fill
Flatter4:1 or
Ground
Natural
Geotextile
36" RCP-IV
36" RCP-IV
REMOVE
HW
36" RCP-I
VJB w/MH
EST. 6 SY
GEOTEXTILE
EST. 2 TONS
CLASS 'I' RIP RAP 15" CSPRCP-IV 15" RCP-IV 15" EST. 10 SY
GEOTEXTILE
EST. 4 TONS
CLASS 'I' RIP RAP
SEE DETAIL 1
DITCH
SPECIAL LAT. 'V'
BOX)
(INTERFERENCE
JB w/MH
HW
REMOVE
SEE DETAIL 1
DITCH
SPECIAL LAT. 'V'15" 24" RCP-
I
V
18"
R
CP-I
V
B
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
FROM -L- STA. 13+65 RT
DETAIL 2
B= 2.0 Ft.
D= 3.5 Ft.
Ground
Natural
Ground
Natural
EST. 160 CY DDE
L=72'
S=7.9%
SEE DETAIL 2
STANDARD BASE DITCH
B
2:12:1D
( Not to Scale)
STANDARD VAR. WIDTH BASE DITCH
FROM -Y1 TEMP- STA. 12+36 LT
DETAIL 5
B= 2.0 Ft. to 8.0 Ft.
D= 1.5 Ft. to 0 Ft.
Ground
Natural
Ground
Natural
SEE DETAIL
BANK STABILIZATION
TB2GI
TB2GI
TB2GI
EST. 80 SY
GEOTEXTILE
EST. 55 TONS
CLASS 'I' RIP RAP
SEE DETAIL 4
'V' DITCH
SPECIAL LAT.
EST. 15 CY DDE
L=18'
S=1.0%
SEE DETAIL 5
BASE DITCH
STANDARD VAR. WIDTH
GRADE TO DRAIN
OR FLATTER1.5:1(NOT TO SCALE)
BANK STABILIZATION
OR FLATTER1.5:11210 TONS CLASS II RIP RAP
EST. 340 CY EXCAVATION
C
F
C
F
C
C
F
C
C
C
FC FCFCFF
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F
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F
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0 28602865
2865286528702870287528752880288028802885288528902890289528952900290029052905291029102915292029252930DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CORP. LICENSE NO.: C-0275
PH (704) 476-0003
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
NAD 83/ 2011
BRIDGE #040273
ASHE COUNTY
4 17BP.11.R.145
INSET A - ISLAND DETAILS
1'R
(SURFACE MOUNTED)
CONCRETE ISLAND
PROP. MONOLITHIC
1'R
44'R
46'R
-Y--L-
15.60' LT
18+11.12
17.50' LT
18+10.60
50'R
16.42' RT
-Y- 13+35.92
14.42' RT
-Y- 13+36.08
X:\NCDOT\Div 11 Ashe 273\Hydraulics\PERMITS_Environmental\Drawings\3-Ashe273_Rdy_psh_con.dgnclewis6/8/20211"=100'
0'100'100'
SITE 1 S S SURFACE WATER
DENOTES IMPACTS IN
= -L- POC 15+60.10
-Y1- POT 13+80.33
-Y1- PRC 11+15.06
= -Y- POC 14+05.12
-Y2- POT 10+00.00
-Y2- POT 11+57.02
-L- POT 10+00.00
-Y- POT 10+00.00
-Y- POT 19+63.96
SEE DETAIL
BANK STABILIZATION
1312.5'BST
6" PVC
W/LT
MONUMENT2GPS-2
SITE 2
BLOW UP SCALE 1"=50'
HW
REMOVE
REMOVE
36" RCP-I
VHW
RETAINTS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 20403
0
4
0403
030202
0
1
010004
05
04 02020100
01
02
028
0102 02
020000
15+00000
1
0202
11BOX
SPRING TTTT
T
TT Brush Br u s h
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Brush Brush BrushFIELD
WOODS
PASTURE
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WOODS
WOODS
FE
NCE R
UINS
FENCE RUINS
36"WD RAIL 5SBWFENCE RUINS4'WWFENCE RUI
NSFENCE RUINS42"5SBW5SBW3SBW 6'CHL
CO
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"CONC
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1 0 'GR8'GR13.5'GR
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TEABERRY ROAD
SR 1347 A ST12.5'BST
BSTNC HWY 19420.5'BSTTO VIRGINIABST
BST
13.9'BSTSR 134722.5'BSTCONC12'BSTH ST12'BST8"DIP
8"DIP 8"DIP8"PLASTIC8"DIP
SUPPORTS
21"X8"I-BEAM 8"PLASTIC8"PLASTIC8"PLASTIC1SFD
SHED
HTR
ABANDONED
1SFD
SHED
1 1/2 SFD
S
HE
D
1 1/2 SFDSHED 1SFD
SHED
2SBKD
PORCHPORCHPORCH1 1/2 SFD
HOUSE
PUMP
1SBLK
BUS
1SMTL
2SFD
2SFD
CANOPY
2SBKD
2SFD PORCHSHED
SHED
CO N C RU INS
HOUSE
SPRINGWBK WALLPORCH
GUYGUY
GUY
GUY
GUY
GUY
GUY
GUY GUYGUY
ROCK
ROCK1SF BUS
SHED
DKD
KCONCCON
C CONCC
O
N
C
CONC
CONC RET WALLBURIED END
6 " P VC6" PVC6" PVC 6" PVC6" PVC6" PVC2" PVC
2" PVC
SPIGOTTANK
TANK TANKTANKTANKTANK
TANKTANK
UNDERGROUND
24"C
MP
30"CMP
SPRI NG5'W
D
DKTANK 15"CM
P15"PLASTIC18"CMP
vv18"RCP15"CMP18
"CM
P
HWCONC30"CMP
15"CMPBRIDGE#273
18"CMP15"CMPMTL BOXSPRINGEIP
EIP
EIP
EIP
EIP
EIP EXISTING R/WEXIS TIN G R/W100'EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WMAINTAINED R/WMAINTAINED R/W12'MAINTAINED R/W12'MAINTAINED R/WEXISTING R/W
EXISTING R/W
18'EXISTING R/W
18'EXISTING R/W
18'MAINTAINED R/W
W/LT
W/LT
W/LT VAR. BSTVAR. BST VAR. BSTVAR. BSTW/LT4SBW & 1S ELEC3 SBWW/LT
GUY POLE
SIGN
GUY
MONUMENT
18.00'12.00'3
0
.0
0'30.
0
0'
:
:
:
:
::\
2
LT
48" WW2S SHED
WD48" WW
1S ELEC48" WW &5S
B
W & 1S
E
L
E
C
18"CMP36" CMP48" WD RAI
LMTL GATE
48" WD RAILMTL GATETBENCH
GRANITE
MULCH
MULCHGR
DK
U/C
SAT
SAT
T
GUYGUY
POST
WD
GRAPE
VINE
GRAPE
VINE
POLE
SERVICE
BARN
WD Brush48" WD
5 SBW TANKSHEDMTL
NO UTILITIES
ABANDONED
AREA
PLAYGROUND
T
BENCH
MTL
BENCH
MTL
6" HDPE
CONC
GUYGUY
GUY
BM#2
BST
GUY
GR
BY2-12
BL-6
BL-5
GPS-2
BY-8
BY1-9
18'MAINTAINED R/W
WD STEPS
CONC PAD
30"CMP
15"CMPSHEET 3 OF 5
PERMIT DRAWING
REMOVE( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:1D
FROM -Y1- STA. 10+50 TO STA. 11+63 RT
FROM -L- STA. 12+50 TO STA. 14+50 LT
Min. D= 1.5 Ft.
DETAIL 1
Ground
Natural
Flatter4:1 or
Slope
Fill
REMOVE
RETAI
NRETAIN RETAINREMOVE
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d
2:1FROM -Y1- STA. 11+63 TO STA. 12+50 RT
DETAIL 4
Max. d= Ft.
Min. D= Ft.
Type of Liner= Class 'I' Rip-Rap
Slope
Fill
Flatter4:1 or
Ground
Natural
Geotextile
36" RCP-IV
36" RCP-IV
REMOVE
HW
36" RCP-I
VJB w/MH
EST. 6 SY
GEOTEXTILE
EST. 2 TONS
CLASS 'I' RIP RAP 15" CSPRCP-IV 15" RCP-IV 15" EST. 10 SY
GEOTEXTILE
EST. 4 TONS
CLASS 'I' RIP RAP
SEE DETAIL 1
DITCH
SPECIAL LAT. 'V'
BOX)
(INTERFERENCE
JB w/MH
HW
REMOVE
SEE DETAIL 1
DITCH
SPECIAL LAT. 'V'15" 24" RCP-
I
V
18"
R
CP-I
V
B
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
FROM -L- STA. 13+65 RT
DETAIL 2
B= 2.0 Ft.
D= 3.5 Ft.
Ground
Natural
Ground
Natural
EST. 160 CY DDE
L=72'
S=7.9%
SEE DETAIL 2
STANDARD BASE DITCH
B
2:12:1D
( Not to Scale)
STANDARD VAR. WIDTH BASE DITCH
FROM -Y1 TEMP- STA. 12+36 LT
DETAIL 5
B= 2.0 Ft. to 8.0 Ft.
D= 1.5 Ft. to 0 Ft.
Ground
Natural
Ground
Natural
SEE DETAIL
BANK STABILIZATION
TB2GI
TB2GI
TB2GI
EST. 80 SY
GEOTEXTILE
EST. 55 TONS
CLASS 'I' RIP RAP
SEE DETAIL 4
'V' DITCH
SPECIAL LAT.
EST. 15 CY DDE
L=18'
S=1.0%
SEE DETAIL 5
BASE DITCH
STANDARD VAR. WIDTH
GRADE TO DRAIN
OR FLATTER1.5:1(NOT TO SCALE)
BANK STABILIZATION
OR FLATTER1.5:11210 TONS CLASS II RIP RAP
EST. 340 CY EXCAVATION
C
F
C
F
C
C
F
C
C
C
FC FCFCFF
F
F
F
F
F
FFFCCCC
C
FC
CC
C
C
C
C
C
C
C
C
C
C
CCCCFF
CC
C
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 StreamNo. (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 -L- 17+00 Rt. And Lt. Bank Stabilization 0.09 413 2 -Y2- 10+45 Lt. 36" Pipe <0.01 10 TOTALS*: 0.09 <0.01 413 10 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 5 OF 5 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSASHE COUNTYSFâ04027317BP.11.R.145NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS06/08/2021