20190175 Ver 2_B-4427 Beaufort 6 WetPrm Dwgs_20191001_20191004

(Version 2.07; Released October 2016)B-4427TIP No.:17BP.2.R.89County(ies):Beaufort Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future: Year:2038Existing: Year:Aquatic T&E Species?NoComments:Yes NoNoN/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)ac.2 lane undivided highway with 11' lanes at normal [e-mail] Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?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 BodyTar-PamlicoBuffer Rules in Effect:None15002 lane undivided highway with 11' lanes at normal crown and tapered paved shoulders up to 4.5' wide at bridgeWaterbody Information2018NCDWR Stream Index No.:B-4427Impairments:NoneOther Stream Classification: Primary Classification: Project Built-Upon Area (ac.)Existing 6-span (1@15'-10", 1@14'-10", 1@15'-4", 1@14'-10", 1@15', 1@15'-10") rc floor on timber joists bridge on SR 1422 (Market St. Ext. North) spans Big Swamp. Existing bridge will be replaced while the road is closed (no detour bridge). The replacement bridge is a 2-span (1@55', 1@45') 21" CSU with 4' end bent caps. The proposed bridge has no deck drains to minimize direct discharge into the stream. The stream is classified as swamp water, nutrient sensitive water, and class C. Drainage is collected at lower end of bidge(southeast quadrant) and lower side of roadway (upstream side) and discharged into a rip rap pad at outlet outside of the buffer at non erosive velocities. The approach drainage ditches on the south end of the project discharge into the floodplain +/- 400 feet from the stream outside of the project limits. There are no ditches on the North end of the project and all of the water sheet flows across the grass shoulder and slopes into the floodplain.1011 Schaub DriveNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1037 W.H. Smith BlvdAddress:General Project Information17BP.2.R.89WBS Element:Bridge ReplacementWBS Element:MI Engineering / Andrew Nottingham, PENCDOT Contact:252-439-2821Suite 100Raleigh, NC 27606Contractor / Designer:[e-mail], NC 27835Address:4/9/2018BeaufortOld FordJay B. JohnsonPO BOX 1587River Basin(s): City/Town:0.54Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)YesRuralBig Swamp28-103-14-1-10.490.184 milesProject DescriptionProposed ProjectTar-PamlicoNoneSupplemental Classification: (NSW)Swamp Waters (Sw) Wetlands within Project Limits?
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 1
SHEET _2_ OF _8_
PERMIT DRAWING
BEAUFORT COUNTY
REPLACE BRIDGE 6 OVER BIG SWAMP
ON SR 1422 (MARKET STREET EXTENSION)

GRADING, DRAINAGE, PAVING AND STRUCTURE

25 50 10050
25 50 10050
5 10 20 10
D
T
V
=
=
=
=
=
=
1500 VPD
2800 VPD
NA
NA
7
60
%
%
MPH
ADT
ADT
2018
2038
% *
DUAL

INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
* TTST =
FUNC CLASS =
COLLECTOR
SUB-REGIONAL TIER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
K
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.
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
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CONTRACT:TIP PROJECT:B-4427 ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NATO THE LIMITS ESTABLISHED BY MODIFIED METHOD II.
CLEARING ON THIS PROJECT SHALL BE PERFORMED
VICINITY MAP
N. T. S.DETOUR ROUTE
PROJECT
END
PROJECT
BEGIN
See Sheet 1B For Conventional Symbols
See Sheet 1A For Index of Sheets
FOR THE NORTH CAROLINA DEPT. OF TRANSPORTATION
Prepared in the Office of:
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
2018 STANDARD SPECIFICATIONS
HEATHER C. LANE, P. E.
DAVID Z. KEISER, P. E.
PROJECT ENGINEER
KIT A. PERSIANI, P. E.
PROJECT DESIGN ENGINEER
NCDOT CONTACT
MARCH 19, 2018
OCTOBER 3, 2018
LENGTH ROADWAY TIP PROJECT B-4427 =0.165 MILES
LENGTH BRIDGE TIP PROJECT B-4427 =0.019 MILES
TOTAL LENGTH TIP PROJECT B-4427 =0.184 MILES
17BP.2.R.89

N/A

PE

B-4427
-L- POC STA. 29+20.00
END PROJECT B-4427
4
-L-
-L- POC STA. 19+50.00
BEGIN PROJECT B-4427
BI
G SWAMPSR 1422 (MARKET STREET EXTENSION)
TO
NC
171MARTIN COUNTYTO WASHINGTON
-L- STA. 23+42.81
BEGIN BRIDGE
-L- STA. 24+45.19
END BRIDGE
1421
1421
1423
1423
1422
1513
1515
1424
1512
1511
1422
1424
1424
1514
1422
Gallberry
Rd.GallberryRd.Neck
Rd.
Corey Rd.Avenue
Ave
nueRd.Rd.
Avenue
Rd.
Rd.
Rd.GriffinThoroughf
areRd.ThoroughfareRd.Market
Exten.Exten.Street
StreetMarket
Roberson Rd.Ma
r
k
et
St
r
eert
Ext
en.CalfBranch
Rd.
MillsMills
Rd.StreetExten..921.7
2
1.211.282.711.39
1.261.20Old Ford
Sw
am
p
Crossroads
Stallings
SwampSw
am
pSwampMill
Big
.56
.51
.79
2.14.
7
5
.92
.9
3.58
.64.8
6 .70
.75
.92.78.20 .45.23Ford1.98.47.
4
4
17
171
171
PMAWS GIB
PM
AWS GIB
GPS233.63BM233.57RR SPIKE IN 24" HARDWOODGREU TL-3
GREU TL-3
GREU TL-3
GREU TL-3
TYPE-III
TYPE-III
TYPE-III
TYPE-III
NA 2011
NAD 83/
WETLAND
DENOTES FILL INFF
SITE 1
15" RCP-III1015 NAD 83/NA 2011
TB 2GI
TB 2GI
V10=0.3fps
Q10=0.7cfs
NO DECK DRAINS REQUIRED
5 SY GEOTEXTILE
1 TONS CLASS ’B’ RIP RAP
-L- STA. 23+05.00 LT/RT
BEGIN SHOULDER BERM GUTTER
-L- STA. 23+31.94 LT/RT
END SHOULDER BERM GUTTER
15" RCP-V
ASHLEY McMULLAN WOOLARD
DB 1761 PG 885 DB 933 PG 650
DB 817 PG 897DB 1734 PG 894
JIMMY C. HARDISON
N 8405’00" EM.U. HODGES, et ux
JIMMY C. HARDISON
PC "A" SLIDE 68PROPERTY LI
NE RUNS ALONG MOYE’S BEAVER DAM SWAMPT T
T
T
WOODS WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS100.00’100.00’EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
SR 1422 (MARKET STREET EXT)
SR 1422 (MARKET STREET EXT)
22’ BST
22’ BST
PMAWS GIB
PM
AWS GIBMOYE’
S BE
AVE
R DAM
S
WAMP
P
ROP
E
RT
Y
LI
NE RUNS AL
ONGGREU TL-3
GREU TL-3
GREU TL-3
GREU TL-3
TYPE-III
TYPE-III
TYPE-III
REVISIONS INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4 B-4427
R/W SHEET NO.8/17/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
P-0671NC COA No.
Raleigh, NC 27606
Suite 100
1011 Schaub Drive
MI Engineering, PLLC
0’50’100’25’50’
PLANS
-L- PROFILE
1"=10’ VERT.
1"=50’ HORIZ.SCALE:
BRIDGE APPROACH SLAB
BRIDGE PAVEMENT RELATIONSHIP SKETCH
(NOT TO SCALE)
-L- POT STA. 23+31.94
BEGIN APPROACH SLAB
-L- POT STA. 24+56.07
END APPROACH SLAB16’-6"16’-6"33’30’-10"1’-1"1’-1"4’-5"4’-5"11’11’11’11’11’11’17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
0
10
20
30
40
50
60
70
0
10
20
30
40
50
60
70
80 80
-L- POT STA. 23+42.81
BEGIN BRIDGE
-L- POT STA. 24+45.19
END BRIDGE
-L-
EL. 32.65’
-L- STA. 19+50.00
BEGIN GRADE GRADE
PROPOSED
EL. 32.29’
-L- STA. 29+20.00
END GRADE
GROUND
EXISTING
DS > 80 MPH DS = 60 MPH
PI = 20+40.00
EL = 32.38’
(-)0.3000%(+)0.4490%
VC = 180’
K = 240
PI = 25+50.00
EL = 34.67’
(+)0.4490%(-)0.6432%
VC = 170’
K = 156
16" PINE
RR SPIKE SET IN
60.75’ LT, EL. 33.72’
-L- STA. 18+35.96
BM1
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
FT
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 1770
= 25
= 29.8
= 2717
= 100
= 30.8
= 4100
= 500
= 32.5
= 32.5
= 10-30-17
= 26.3
CLASS II RIP RAP (TYP.)
3.5’ KEY IN (TYP.)
89 CY TO EL=27.7
EXISTING ABUTMENT EXCAVATION
-L- STA. 24+45.19
END BRIDGE
-L- STA. 23+42.81
BEGIN BRIDGE
1.5:1 NORMAL (TYP)
115 CY TO EL=27.0
EXISTING ABUTMENT EXCAVATION
25yr WSEL=29.8’
100yr WSEL=30.8’
OBSERVED 10-30-17
NORMAL WSE =26.3’
TB 2GI
TB 2GI
5 SY GEOTEXTILE
1 TONS CLASS ’B’ RIP RAP
-L- STA. 23+05.00 LT/RT
BEGIN SHOULDER BERM GUTTER
-L- STA. 23+31.94 LT/RT
END SHOULDER BERM GUTTER
15" RCP-V
SHEET _3_ OF _8_
PERMIT DRAWING
MECHANIZED CLEARING = 0.00 AC
W2 FILL IN WETLAND = 0.05 AC / 2143 SF
MECHANIZED CLEARING = 0.00 AC
MECHANIZED CLEARING = 0.00 AC
W3
FILL IN WETLAND = 0.04 AC / 1527 SF
MECHANIZED CLEARING = 0.00 AC
W4
W1
FILL IN WETLAND = 0.01 AC / 432 SF
FILL IN WETLAND = 0.03 AC / 1303 SF
F F F F
F F
F F
F
F F F F F
F F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F20 2530GREU TL-3
GREU TL-3
GREU TL-3
GREU TL-3
PI Sta 31+12.93
D
L = 609.46’
T = 305.62’
R = 3,250.00’
PI Sta 18+19.43
D
L = 508.84’
T = 255.03’
R = 3,000.00’
-L-
e = EXIST.
RO = N/A
-L-
e = EXIST.
RO = N/A
PT Sta. 20+73.23
PC Sta. 28+07.31
11’
11’
-L-11’
11’.01.01.025.00.01.02.025.02.01.00.01.02.03.04.025.03.04.05.06.065.025.03.04.05.06.07.08TYP.
35’+02.50+45.00TYP.
35’
TYP.
35’+00.00TYPE-III
TYPE-III
TYPE-III
TYPE-III
WETLAND
DENOTES FILL INFF
SITE 1
15" RCP-III1015 NAD 83/NA 2011
25252525
25
30
3030
30303030303030
3030
30
30
3030
3030
3030303030303030303030 30 30
30 30
30
3030303535
35TB 2GI
TB 2GI
V10=0.3fps
Q10=0.7cfs
NO DECK DRAINS REQUIRED
5 SY GEOTEXTILE
1 TONS CLASS ’B’ RIP RAP
-L- STA. 23+05.00 LT/RT
BEGIN SHOULDER BERM GUTTER
-L- STA. 23+31.94 LT/RT
END SHOULDER BERM GUTTER
15" RCP-V
ASHLEY McMULLAN WOOLARD
DB 1761 PG 885 DB 933 PG 650
DB 817 PG 897DB 1734 PG 894
JIMMY C. HARDISON
N 8405’00" EM.U. HODGES, et ux
JIMMY C. HARDISON
PC "A" SLIDE 68PROPERTY LI
NE RUNS ALONG MOYE’S BEAVER DAM SWAMPT T
T
T
WOODS WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS100.00’100.00’EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
SR 1422 (MARKET STREET EXT)
SR 1422 (MARKET STREET EXT)
22’ BST
22’ BST
PMAWS GIB
PM
AWS GIBMOYE’
S BE
AVE
R DAM
S
WAMP
P
ROP
E
RT
Y
LI
NE RUNS AL
ONGGREU TL-3
GREU TL-3
GREU TL-3
GREU TL-3
TYPE-III
TYPE-III
TYPE-III
REVISIONS INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4 B-4427
R/W SHEET NO.8/17/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
P-0671NC COA No.
Raleigh, NC 27606
Suite 100
1011 Schaub Drive
MI Engineering, PLLC
0’50’100’25’50’
PLANS
-L- PROFILE
1"=10’ VERT.
1"=50’ HORIZ.SCALE:
BRIDGE APPROACH SLAB
BRIDGE PAVEMENT RELATIONSHIP SKETCH
(NOT TO SCALE)
-L- POT STA. 23+31.94
BEGIN APPROACH SLAB
-L- POT STA. 24+56.07
END APPROACH SLAB16’-6"16’-6"33’30’-10"1’-1"1’-1"4’-5"4’-5"11’11’11’11’11’11’17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
0
10
20
30
40
50
60
70
0
10
20
30
40
50
60
70
80 80
-L- POT STA. 23+42.81
BEGIN BRIDGE
-L- POT STA. 24+45.19
END BRIDGE
-L-
EL. 32.65’
-L- STA. 19+50.00
BEGIN GRADE GRADE
PROPOSED
EL. 32.29’
-L- STA. 29+20.00
END GRADE
GROUND
EXISTING
DS > 80 MPH DS = 60 MPH
PI = 20+40.00
EL = 32.38’
(-)0.3000%(+)0.4490%
VC = 180’
K = 240
PI = 25+50.00
EL = 34.67’
(+)0.4490%(-)0.6432%
VC = 170’
K = 156
16" PINE
RR SPIKE SET IN
60.75’ LT, EL. 33.72’
-L- STA. 18+35.96
BM1
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
FT
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 1770
= 25
= 29.8
= 2717
= 100
= 30.8
= 4100
= 500
= 32.5
= 32.5
= 10-30-17
= 26.3
CLASS II RIP RAP (TYP.)
3.5’ KEY IN (TYP.)
89 CY TO EL=27.7
EXISTING ABUTMENT EXCAVATION
-L- STA. 24+45.19
END BRIDGE
-L- STA. 23+42.81
BEGIN BRIDGE
1.5:1 NORMAL (TYP)
115 CY TO EL=27.0
EXISTING ABUTMENT EXCAVATION
25yr WSEL=29.8’
100yr WSEL=30.8’
OBSERVED 10-30-17
NORMAL WSE =26.3’
TB 2GI
TB 2GI
5 SY GEOTEXTILE
1 TONS CLASS ’B’ RIP RAP
-L- STA. 23+05.00 LT/RT
BEGIN SHOULDER BERM GUTTER
-L- STA. 23+31.94 LT/RT
END SHOULDER BERM GUTTER
15" RCP-V
SHEET _4_ OF _8_
PERMIT DRAWING
MECHANIZED CLEARING = 0.00 AC
W2 FILL IN WETLAND = 0.05 AC / 2143 SF
MECHANIZED CLEARING = 0.00 AC
MECHANIZED CLEARING = 0.00 AC
W3
FILL IN WETLAND = 0.04 AC / 1527 SF
MECHANIZED CLEARING = 0.00 AC
W4
W1
FILL IN WETLAND = 0.01 AC / 432 SF
FILL IN WETLAND = 0.03 AC / 1303 SF
F F F F
F F
F F
F
F F F F F
F F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F20 2530GREU TL-3
GREU TL-3
GREU TL-3
GREU TL-3
PI Sta 31+12.93
D
L = 609.46’
T = 305.62’
R = 3,250.00’
PI Sta 18+19.43
D
L = 508.84’
T = 255.03’
R = 3,000.00’
-L-
e = EXIST.
RO = N/A
-L-
e = EXIST.
RO = N/A
PT Sta. 20+73.23
PC Sta. 28+07.31
11’
11’
-L-11’
11’.01.01.025.00.01.02.025.02.01.00.01.02.03.04.025.03.04.05.06.065.025.03.04.05.06.07.08TYP.
35’+02.50+45.00TYP.
35’
TYP.
35’+00.00TYPE-III
TYPE-III
TYPE-III
TYPE-III
30
35
25
30
35
25
00 55 1010 1515 2020 2525 3030 3535 4040 4545 5050 5555 6060 6565 7070 7575
2530354045505560657075 00 55 1010 1515 2020 25 30 35 40 45 50 55 60 65 70 75
25+50.00
2.5 5
B-4427 X-4
20
40
20
40
-L-
WETLAND WETLAND
SHEET _5_ OF _8_
PERMIT DRAWING
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0
6/23/1632.38 3:13:1
0.0250.025
HandExisting 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)121+48/29+12 -L-1@55', 1@45' 21" CSU BRIDGE0.1300 **TOTALS*: 0.130 0.000*Rounded totals are sum of actual impactsNOTES:Revised 2016 09 09SHEET 6OF8 WETLAND AND SURACE WATER IMPACTS SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSDIVISION OF HIGHWAYS Site 1 Sta.24+40/29+12 -L- LT, Permanent fill in wetlands =0.05 ac.** Site 1 - Interior Bent #1 permanent surface water impacts = 14 sq.ft.17BP.2.R.8910-1-19BEAUFORT COUNTYNC DEPARTMENT OF TRANSPORTATIONB-4427 Site 1 Sta.21+48/23+49 -L- RT, Permanent fill in wetlands =0.03 ac. Site 1 Sta.22+38/23+49 -L- LT, Permanent fill in wetlands =0.01 ac. Site 1 Sta.24+40/26+72 -L- RT, Permanent fill in wetlands =0.04 ac.
VICINITY
MAPS
DIVISION OF HIGHWAYS
NCDOT
BEAUFORT COUNTY
PROJECT: 17BP.2.R.89 (B-4427)
NOT TO SCALE
3/26/18
SHEET _7_ OF _8_
PERMIT DRAWING NORTH CAROLINA
BEAUFORT COUNTY, NC
BRIDGE #006
BIG SWAMP
ON SR 1422 OVER
REPLACE BRIDGE #006
BRIDGE #006
1409
1423
1422
1513
1515
1424
1512
1424
1514
1422
1418
Gallberry
Rd.Rd.Neck
Rd.
Corey Rd.Ave
n
ueRd.Rd.
Avenue
Rd.
R
d.
Rd.ThoroughfareRd.Market
Exten.Exte
n.
Street
Roberson Rd.Ma
r
k
et
St
reert
Ext
en.CalfBranch
Rd.Mills Exten.1.351.591.211.282.711.39 1.20Ore Temple
Holy Church
Church
St. Johns
Old Ford
Sw
am
pO
ld
Crossroads
Stallings
SwampSwampMill
Big
.56
.51
.79
2.14.
7
51.51.58
.64.
8
6 .70
.75 .78.20 .45.23Ford.47.
4
4
17 171
171
DIVISION OF HIGHWAYS
NCDOT
BEAUFORT COUNTY
PROJECT: 17BP.2.R.89 (B-4427)
NOT TO SCALE
3/26/18
MAP
USGS
SHEET _8_ OF _8_
PERMIT DRAWING
BIG SWAMP
ON SR 1422 OVER
REPLACE BRIDGE #006