20211026 Ver 1_R2511_Permit Drawings_BUFFER_20210609_20210623

VICINITY MAP (NTS)
CAT-1
CAT-1
GREU TL-3
GREU TL-3
GREU TL-3
GREU TL-3
TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77
AT-1
GREU TL-2GREU TL-3
AT-1PROP. SBG
SBGPROP.
CAT-1
GREU TL-3
GREU TL-3
CAT-1
CAT-1
GREU TL-3
AT-1
CAT-1
CAT-1
GREU TL-3
CAT-1
GREU TL-3
CAT-1
GREU TL-3
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68.05'+68.96
82.89'+77.55 82.89'+77.55
65.65'+36.86
83.00'+57.17 83.03'+28.66 83.20'+38.61 88.00'+59.57
72.93'+96.40
322.15+66
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43.62'
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70.02'+72.36
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85.94'+39.67
SITE 1
SITE 2
SITE 3
SITE 4
SITE 5
SHEET 1 OF 9
BUFFER DRAWING
ENGLISH

STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
LOCATION:
TYPE OF WORK:
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
TIP PROJECT:GRADING, DRAINAGE, PAVING, AND STRUCTURES
See Sheet 1-A For Index of Sheets
PROJECT
BEGIN
PROJECT
END 09/08/99

0
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
0
00
6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\r2511_Hyd_BUF_tsh.dgnagneushevCONTRACT: C204498ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAFOR NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
25 50 10050
50 25 50 100
10 5 10 20
NCDOT CONTACT:
PLANS PREPARED BY:
D
T
V
=
=
=
=
=

K
4
BEAUFORT & MARTIN COUNTIES
R-2511R-2511
35494.1.1 N/A
EXISTING MULTI-LANES SOUTH OF WILLIAMSTON
US 17 FROM NORTH OF NC 171 TO
MARTIN CO.BEAUFORT CO.MATCHLINEMATCHLINE5
6
7
8
9
10
11
12
13
14
15 16 17 18
192021222324
25
26
27
28
29 30
3
1
32 33 34 35 36 37 38
39
404
1
4
3
4445
4
6
47
4
2
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MICHAEL T. MERRITT, P.E.
BEAUFORT COUNTY
MARTIN COUNTY
17
1733
Pamlico River171
903
30
903
32COUNTYBEAUFORTCOUNTYPITT264
64A
64
13
64
CSX Railroad
Railroad
Southern
Norfolk
WASHINGTON
ROBERSVILLE
JAMESVILLE
WILLIAMSTON
-L- US 17
TO WASHINGTON
TO WILLIAMSTONSR 1418N. ROBERSON RD.-Y1-SR 1410VOA RD.-Y2-S
R
1
4
2
1HODGE
S RD.GRI
F
FI
N-Y3-SR 1419WOOLARD RD.-Y4-SR 1420BEAR GRASS RD.
-Y5-SR 1106CHURCH RD.SMITHWICK CREEK-Y6-SR 1106JOE MOBLEY RD.-Y6-SR 1114DAN PEELE RD.-Y7-SR 1114GRIFFIN RD.THURMAN-Y8-SR 1570ROGERSON RD.DAVID-Y9-SR 1116SCHOOL RD.RODGERS-Y10-SR 1205CREEK BLVD.HOLLY-Y11-SCOTT D. BLEVINS, P.E.
-L- Sta. 568+50.00
END TIP PROJECT R-2511
-L- Sta. 7+50.00
BEGIN TIP PROJECT R-2511 -L- US 17
ADT 2020
ADT 2040
9,164
14,284
5%
60 MPH
* TTST =8%
=
RURAL ARTERIAL
FUNC CLASS =
DUAL 5%
13% *DECEMBER 20, 2018
JOHN ABEL, JR.
PROJECT ENGINEER - DIVISION 1CREEKGUM SWAMPPE
60%
-L- Sta. 156+21.18
BEGIN BRIDGES
-L- Sta. 156+89.29
END BRIDGES
OFFSITE DETOUR

2018 STANDARD SPECIFICATIONS
NAD 83/ 2011
35494.2.1
TOTAL LENGTH OF TIP PROJECT R-2511............. 10.625 miles
LENGTH STRUCTURE TIP PROJECT R-2511........... 0.013 miles
LENGTH ROADWAY TIP PROJECT R-2511............ 10.612 miles
1-888-521-4455 OR 919-878-9560
RALEIGH, NORTH CAROLINA 27615-3960
8601 SIX FORKS ROAD, FORUM 1, SUITE 700
RUMMEL, KLEPPER & KAHL, LLP
DECEMBER 21, 2021
1. THIS IS A PARTIALLY CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS.
NOTES:
R/W
35494.3.1 CONST.
Main
St.R234
Poplar Chapel
CedarBranchChurch
Holly Springs Ch.
St.
Sycamore
Haughton St.
Martin Co. Airport
Washington St.
CemeteryOakdale
CemeteryGroveCedar
Prong
Kennedy
Hubbard
ChurchHoward Hill
High SchoolWashingtonCarolina
Ave.
Pactolus
Rd.
Swamp
Old
Warren Field Swam
p
Swamp
Swamp
SwampSwampSwampMillSwampHorsepen
BeaverdamBig
Gum
Ford
TrackRace Pamlico
-L- CS Sta. 7+50.
0
0
Begin ConstructionBEGIN PROJECT R-2511
33
C88
Pitt
St.
Carson
.54
.22
.89.48.44
1.46
BUFFER IMPACTS
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_Buf Filtration.dgnagneushev8/17/99R-2511
ENGLISH
SHEET 2 OF 9
BUFFER DRAWING
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
GRASS SWALE DATA
D10= 0.47'
V10= 2.15ft/s
Q10= 5.50cfs
D2= 0.41'
V2= 1.98ft/s
Q2= 4.24cfs
SLOPE= 1.61%
DA= 1.45ac
PSH 4 DETAIL A
18+48 RT
-L- STA. 16+00 TO
PROVIDING FILTRATION
BUFFER FILTRATION
GRASS SWALE DATA
D10= 1.43'
V10= 1.70ft/s
Q10= 20.33cfs
D2= 1.26'
V2= 1.59ft/s
Q2= 15.66cfs
SLOPE= 0.30%
DA= 5.36ac
PSH 4 DETAIL A
23+50 LT
-L- STA. 17+79 TO
PROVIDING FILTRATION
GRASS SWALE DATA
D10= 0.94'
V10= 1.35ft/s
Q10= 8.57cfs
D2= 0.82'
V2= 1.25ft/s
Q2= 6.60cfs
SLOPE= 0.30%
DA= 2.10ac
PSH 4 DETAIL A
17+75 LT
-L- STA. 15+64 TO
PROVIDING FILTRATION
GRASS SWALE DATA
D10= 0.62'
V10= 2.14ft/s
Q10= 7.76cfs
D2= 0.54'
V2= 1.98ft/s
Q2= 5.98cfs
SLOPE= 1.19%
DA= 1.89ac
PSH 7 DETAIL A
54+10 LT
-L- STA. 52+00 TO
PROVIDING FILTRATION
GRASS SWALE DATA
D10= 1.29'
V10= 2.05ft/s
Q10= 20.92cfs
D2= 1.14'
V2= 1.91ft/s
Q2= 16.12cfs
SLOPE= 0.49%
DA= 6.62ac
PSH 7 DETAIL A
55+43 LT
-L- STA. 55+00 TO
PROVIDING FILTRATION
GRASS SWALE DATA
D10= 0.44'
V10= 2.01ft/s
Q10= 4.74cfs
D2= 0.38'
V2= 1.85ft/s
Q2= 3.65cfs
SLOPE= 1.51%
DA= 1.25ac
PSH 7 DETAIL A
54+11 RT
-L- STA. 48+75 TO
PROVIDING FILTRATION
GRASS SWALE DATA
D10= 1.16'
V10= 2.14ft/s
Q10= 18.58cfs
D2= 1.02'
V2= 1.99ft/s
Q2= 14.32cfs
SLOPE= 0.59%
DA= 4.90c
PSH 8 DETAIL A
68+84 RT
-L- STA. 63+50 TO
PROVIDING FILTRATION
GRASS SWALE DATA
D10= 0.33'
V10= 2.04ft/s
Q10= 3.34cfs
D2= 0.28'
V2= 1.87ft/s
Q2= 2.57cfs
SLOPE= 2.19%
DA= 0.88ac
PSH 7 DETAIL A
17+25 LT
-Y2- STA. 15+00 TO
PROVIDING FILTRATION
GRASS SWALE DATA
D10= 1.19'
V10= 2.08ft/s
Q10= 18.66cfs
D2= 1.04'
V2= 1.94ft/s
Q2= 14.38cfs
SLOPE= 0.55%
DA= 4.92ac
PSH 8 DETAIL A
69+53 LT
-L- STA. 58+50 TO
PROVIDING FILTRATION
GRASS SWALE DATA
D10= 0.74'
V10= 1.96ft/s
Q10= 8.99cfs
D2= 0.64'
V2= 1.82ft/s
Q2= 6.93cfs
SLOPE= 0.82%
DA= 2.37ac
PSH 11 DETAIL A
105+90 LT
-L- STA. 99+39 TO
PROVIDING FILTRATION
GRASS SWALE DATA
D10= 1.04'
V10= 2.13ft/s
Q10= 15.89cfs
D2= 0.91'
V2= 1.98ft/s
Q2= 12.24cfs
SLOPE= 0.66%
DA= 4.19ac
PSH 4-5 DETAIL A
23+50 RT
-L- STA. 18+91 TO
PROVIDING FILTRATION
GRASS SWALE DATA
D10= 0.37'
V10= 1.47ft/s
Q10= 2.77cfs
D2= 0.32'
V2= 1.35ft/s
Q2= 2.13cfs
SLOPE= 1.00%
DA= 0.73ac
PSH 7-8 DETAIL A
58+50 LT
-L- STA. 55+43 TO
PROVIDING FILTRATION
GRASS SWALE DATA
D10= 1.59'
V10= 2.13ft/s
Q10= 29.64cfs
D2= 1.40'
V2= 1.99ft/s
Q2= 22.84cfs
SLOPE= 0.42%
DA= 9.38ac
PSH 8-9 DETAIL O
78+50 RT
-L- STA. 68+88 TO
PROVIDING FILTRATION
GRASS SWALE DATA
D10= 1.12'
V10= 2.14ft/s
Q10= 17.63cfs
D2= 0.98'
V2= 1.99ft/s
Q2= 13.59cfs
SLOPE= 0.62%
DA= 4.65ac
PSH 8-9 DETAIL A
74+50 LT
-L- STA. 69+59 TO
PROVIDING FILTRATION
GRASS SWALE DATA
D10= 0.55'
V10= 1.59ft/s
Q10= 4.93cfs
D2= 0.48'
V2= 1.47ft/s
Q2= 3.8cfs
SLOPE= 0.74%
DA= 1.30ac
PSH 10-11 DETAIL A
98+50 RT
-L- STA. 94+00 TO
PROVIDING FILTRATION
GRASS SWALE DATA
D10= 0.95'
V10= 1.79ft/s
Q10= 11.64cfs
D2= 0.83'
V2= 1.66ft/s
Q2= 8.97cfs
SLOPE= 0.52%
DA= 3.07ac
PSH 11 DETAIL A
109+00 RT
-L- STA. 98+94 TO
PROVIDING FILTRATION
GRASS SWALE DATA
D10= 0.93'
V10= 1.94ft/s
Q10= 12.17cfs
D2= 0.81'
V2= 1.80ft/s
Q2= 9.38cfs
SLOPE= 0.63%
DA= 3.21ac
PSH 10-11 DETAIL A
99+34 LT
-L- STA. 93+19 TO
PROVIDING FILTRATION
WA10' CONCGRG1SFD9' CONCC ONC
CONC2SFDBK WALLWALLRIPRAPRIPRAPRIPRAPRIPRAPRUINSSRIPRAPBK WALLRI
PRAPRI
PRAPRIPRAP
RIPRAPRIPRAPRIP
R
A
PWA
L
L13' GR16'
SOI
LGRASS
GRASSISL
CONC
CONC ISL
HWY 17 BST VARIES
HWY 17 BST VARIESHWY 17 BST VARIES
HWY 17 BST VARIES SR 1418 N. ROBERSON ROAD 20' BSTT
TTTEXISTING R/W MONUMENT
RIPRAP
220.00'EXISTING R/W
EXISTING R/W
DB 1431 PG 103
MCDONALD GAUTIER, III, ET AL
DB 1258 PG 57
OF TRANSPORTATION
NORTH CAROLINA DEPARTMENT
DB 1708 PG 617
MAXWELL P. CHESNUTT FAMILY TRUST
DB 1 124 PG 2
CHRISTIAN BASS TOPPIN
DB 1595 PG 341
DB 804 PG 851
DB 739 PG 496
DB 1809 PG 836
ROSEANN BASS
WB 15E PG 178
DAVID LEE LAWRENCE, JR.
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
C
A
C
A
C
A
C
A
C
A C
A
C
A
1
2
3
4
5C
AF FF
F
F F
F
F
F
FFFFFF
F F
FF
F
F
F
F
F
F
F
F
F
F
6" PVC 6" PVC
6" PVC
COPPER
COPPER
COPPER
5+00
10+00 15+00 10+00-L- POC Sta. 13+74.26
-Y1- POT Sta. 14+25.74=
-Y1- POT Sta. 10+00.00
-L- SC Sta. 13+08.88-L- TS Sta. 12+08.88
-L- CS Sta. 7+75.00
-L- ST Sta. 10+00.00
-L--Y1--Y1- Sta. 10+50.00
BEGIN CONSTRUCTION
PROP. 47" WW FENCE
PROP. 47" WW FENCE
PROP. 47" WW FENCE
+80.00
BEGIN FENCE
BEGIN C/A
+80.00
END FENCE
END C/A
-L- CS Sta. 7+50.00
Begin Construction
BEGIN PROJECT R-2511
TIE TO EXIST. FENCE
BEGIN WW FENCE
TIE TO EXIST. FENCE
BEGIN WW FENCE
SITE 1
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_BUF_psh04.dgnagneushev8/17/99MATCHLINE -L- STA. 19+50 SEE SHEET 5R-2511 4
NAD 83/ 2011ENGLISHSHEET 3 OF 9
BUFFER DRAWINGALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
www.rkk.com
Engineers | Construction Managers | Planners | Scientists vvvvvvvvDI
DI
15" RCP
15" RCP 12" CMPHW
HW
HW
15" HDPE15" HDPE15" HDPE60" CMP60" CMPFOOT BRIDGE
SA
SA
2GI
DI
DI
2GI
FS RETAI
N18" RCP-III SEE DETAIL B
MEDIAN V DITCH
W/ 10 SY GEO FAB
3 TONS CL B RIPRAP
HW
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
DI
DI
REMOVE
PIPE
REMOVE EXISTING
PIPE
REMOVE EXISTING
REMOVE
REMOVE
REMOVEREMOVEREMOVE
15"
15" 15" 15" 15"
15"
SYSTEM
REMOVE EXISTING
FS ELEV.=35.0
W/ 62 SY GEO FAB
33 TONS CL I RIPRAP
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
REMOVE
TB 2GI-A
SEE DETAIL AI
STANDARD 5' BASE DITCH 54" WELDED STEEL TRENCHLESS INSTALLATION 54" WELDED STEEL TRENCHLESS INSTALLATION HW66" WELDED STEEL
(BURI
ED 1')TRENCHLESS
I
NSTALLATI
ONFILL
FLOWABLE
FILL W/
PLUG &
P
P
HW
REMOVE
ON BANKS ONLY
W/ 89 SY GEO FAB
48 TONS CL I RIPRAP
SEE DETAIL M
CHANNEL CHANGE
SEE DETAIL M
CHANNEL CHANGE
WB
RUINS
SOIL72" CHL72" CHL19' CONC
CO
N
C PA
SOILSS72" CHLRIPRAPRIPRAPRIPRAPRIPRAPRIPRAP30' C
ON
C
S9' SOIL8' SOILSR 1410 VOA ROAD 18' BSTTTTT
TTHH
HH
EIP
EIP
NAIL
60.00'EXISTING R/WEXI STING R/WEXISTING R/W
EXISTING R/W
DB 1699 PG 55
EAST COAST EQUIPMENT PARTNERS, LLC
BILLY J. ARNOLD, et ux
DB 1392 PG 845
TRACT FOUR (CHERRY TRACT III)
DB 606 PG 252
EDWARD G. WARD HEIRS.
DON W. NOBLES, et ux
DB 1226 PG 513
DRAWN BY TAX MAPPING
ARNOLD LAND HOLDINGS, LLC
DB 1888 PG 457
BIG BUCK PLANTATION, LLC
MB 16 PG 48
DB 1924 PG 858
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
BREAK
ACCESS
BREAK
ACCESS
BREAK
ACCESS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_BUF_psh07.dgnagneushev8/17/99R-2511 7
MATCHLINE -L- STA. 45+00 SEE SHEET 6MATCHLINE -L- STA. 58+00 SEE SHEET 8www.rkk.com
Engineers | Construction Managers | Planners | Scientists
50+00 55+00 15+00-Y2- PC Sta. 15+67.80
-Y2- PT Sta. 17+30.46
-L- POT Sta. 54+50.49
-Y2- POT Sta. 18+32.93=
-L- ST Sta. 51+77.28
-L- CS Sta. 50+77.28
-L- SC Sta. 45+00.72
-Y2- Sta. 15+00.00
BEGIN CONSTRUCTION
+15.00
END FENCE
PROP. 47" WW FENCE
PROP. 47" WW FENCE
+65.00
BEGIN FENCE
BEGIN C/A
+65.00
END C/A
+31CHORD 110'C
A
C
A
C
A
C
A
56'
+03.00 190'
+34.00
171'
+47.00
EXIST. R/W
+90.00
EXIST. R/W
+55.00
EXIST. R/W
+35.00
EXIST. R/W
+05.00
19
17
20
22
23
C
ACA145'
+16.59
145'
EXIST. P/L
F
FFF
F
F F
F F F F
F
F
F
FFFFCCFF
F
F
F
ENGLISHNAD 83/ 2011SHEET 4 OF 9
BUFFER DRAWINGMITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
SITE 2
6" PVC 6" PVC10" STEEL CASING10" STEEL CASI
NG6" PVCCOPPER 25 PAIR6 PAIR50 PAIR COPPER
50 PAIR COPPER
12" STEEL
NCGS ADKINS
ELEV=45.13'
150' LT
BL STA 27+25
BM1
vvvv15" RCP
15" RCP 24" RCP48" RCPINV=35.10'INV=35.48'SB2
15"
R
CP-I
V 15" RCP-IV 2GI
DI
DI 15" RCP-III 15" RCP-III
DI
2GI
2GI
HW
2GI-A
15" RCP-IV
15" RCP-IV
15" RCP-IV
DI
REMOVE REMOVEREMOVE
18"
FS RETAIN
REMOVE
30" RCP-III
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL AC
4' BASE DITCH
STANDARD
SEE DETAIL C
W/ RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
66" RCP-III (BURIED 1')66" RCP-III (BURIED 1')
US 17 28.5' BST
SOILCONC8' GR8' GR8'
GR8' GRM12147.10T
EIP150.00'EXISTING R/W
EXISTING R/W
ESTATE FILE 85E PG 164
TRACT TWO
EDWARD G. WARD HEIRS.
TRACT FOUR (CHERRY TRACT III)
BILLY J. ARNOLD, et ux
DB 1392 PG 845
DB 1190 PG 891
DB 706 PG 361 (MAP)
TRACT ONE
ESTATE FILE 85E PG 164
TRACT TWO
ESTATE FILE 85E PG 164
EDWARD G. WARD HEIRS.
DB 701 PG 412 (MAP)
DB 745 PG 200
ALTON R. HARRIS, et ux
BIG BUCK PLANTATION, LLC
DB 1888 PG 457
BIG BUCK PLANTATION, LLC
DB 1888 PG 457
GEORGE S. BLAND, et al
EDWARD G. WARD HEIRS.
ESTATE FILE 85E PG 164
EDWARD G. WARD, et ux
ROBERT J. ALLIGOOD, et ux
DB 920 PG 665
SOIL
SOIL
SOIL
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
6" PVC
50 PAIR COPPER
50 PAIR COPPER
50
PAIR COPPER
12" STEEL
50 PAIR COPPERPIC7PIC8
ELEV=42.25'
181' RT
BL STA 42+30
BM2
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_BUF_psh08.dgnagneushev8/17/99R-2511 8
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D 83/ 2011MATCHLINE -L- STA. 58+00 SEE SHEET 7MATCHLINE -L- STA. 71+00 SEE SHEET 9www.rkk.com
Engineers | Construction Managers | Planners | Scientists
60+00 65+00
70+00
-L- TS Sta. 64+19.69
-L- SC Sta. 65+39.69
-L- ST Sta. 70+24.76
-L- CS Sta. 69+04.76
CAT-1
CAT-1
PROP. 47" WW FENCE
PROP. 47" WW FENCE
PROP. 47" WW FENCE
AT-1+40Wing Wall
to
Tie Fence
Wing Wall
to
Tie Fence
C
A
C
A
23
20
24
25
25
26
23
26
28
29
F
F F
F
F
F
F
F
F
F
FF
FFFF
F
F
F
C
F
F
F
F F F
ENGLISH
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
SHEET 5 OF 9
BUFFER DRAWING
SITE 3
vvvvvv15" RCP
15" RCP
15" RCP
15" RCP
15" RCP
15" RCP
18" RCP
HW
HW
HW
15" RCP4'X6'48" RCPINV=31.60'INV=31.32'SB15" RCP-III 2GI 2GI
DI
DI
DI
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
REMOVE
REMOVE REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
& CULVERT
REMOVE PIPE
24"
18" 18" 18"
18"
30" RCP-III
15"
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH 15" RCP-III 15" RCP-
I
V 15" RCP-IV 15" RCP-IV 48" RCP-III2GI-A
SEE DETAIL A
BASE DITCH
LATERAL 4'
SEE DETAIL O
BASE DITCH
LATERAL 4'
HWHW
MATTING (TYP.)
COIR FIBER
MATTING (TYP.)
COIR FIBER
EST. 70 SY GEOTEXTILE
EST. 40 TONS CLASS I RIP RAP
CHANNEL IMPROVEMENTS
105 LF OF INLET 48" RCP-III48" RCP-III8'x6' RCBC15"
SY GEOTEXTILE
EST. 50
RIP RAP
CLASS I
EST. 45 TONS
IMPROVEMENTS
CHANNEL
75 LF OF OUTLET
18"
S1SFD
60" CHL48" CONC
1SCH
CONC
B
G
S 9' GR9' GR9
' GR
9' GR9' BSTHTR 12' SOIL16' GRGR
B
1SFD
WST
30' PRIVATE EASEMENT (DB 1112 PG 222)EIP
EIP
EIP
EIP
EIP
MARK FULLERTON, et al
DB 1779 PG 868
DB 938 PG 791 (MAP)DB 1258 PG 777
ROSA L. JONES, et vir
DB 1420 PG 674
DB 941 PG 591 (MAP)
DB 1604 PG 409
AME ZION CHURCH
TRUSTEES of CHERRY RUN
DELPHINE CHAPMAN, et al
DB 918 PG 945
HOLINESS CHURCH
LOVE FAITH
DB 1255 PG 222
DB 949 PG 785 (MAP)
DB 916 PG 331 (MAP)
BIG SWAMP, LLC
BIG SWAMP, LLC
DB 1911 PG 190
DB 1910 PG 225
JAMES DANIELS HRS
DB 1251 PG 858
DB 1987 PG 282
MB 1 PG 105
STEVE & SANDRA GORHAM
STEVE & SANDRA GORHAM
ROBERT & KRISTIE DUNN
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone].025.02.01.00.01.02.03TYP.
40'+69.03TYP.
40'+14.42.025.025.025.025.02.02.01.00.01TYP.
25'+23.03.02.02.02TYP.
25'+05.025.03.025.025.03.025.025.02.01.00.01.02.03.006" PVC
6" PVC
50 PAIR COPPER
50 PAIR COPPER
12" STEEL
50 PAIR COPPER
50 PAIR COPPER
PIC11ELEV=46.15'
145' RT
BL STA 87+35
BM4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_BUF_psh11.dgnagneushev8/17/99R-2511 11
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Engineers | Construction Managers | Planners | Scientists
100+00
105+00
-L- TS Sta. 100+69.03
-L- SC Sta. 101+89.03
-L- CS Sta. 106+14.42
-L- ST Sta. 107+34.42
PROP. 47" WW FENCE
PROP. 47" WW FENCE
49
50
48
51 52 53
54
55
45
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
FFF
F F
ENGLISH
SHEET 6 OF 9
BUFFER DRAWING
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
SITE 4
HWHW15" RCP
15" RCP18" RCP
HW
15" RCP
15" RCP
15" RCP
15" RCP
15" RCP
15" RCP
15" RCP2
4" RCPINV=39.39'
INV=40.42'
SJ
2 @ 42" RCP-IIIHW
2GI
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
15" RCP-
I
V
15" RCP-IV 1
5" RCP-I
V 15" RCP-IV 1
5" R
C
P
-IV
15" RCP-IV
15" RCP-IV
2GI
DI DI
DI
DI
DI
DI
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
SEE DETAIL E
LATERAL V DITCH
ON BANKS ONLY
W/ 75 SY GEO FAB
40 TONS CL I RIPRAP
REMOVE
REMOVE
REMOVEREMOVEREMOVE REMOVE
REMOVE
REMOVE REMOVE
REMOVE
REMOVE
18"
15"
15"
15"
36" RCP-III15" RCP-III SEE DETAIL B
MEDIAN V DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
BASE DITCH
LATERAL 4'
18"
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
BASE DITCH
LATERAL 4'
SEE DETAIL PLATERAL 4' BASE DITCH
SEE DETAIL P
BASE DITCH
LATERAL 4'
WC WC
S
18" RCP24" HDPE
24" RCP
24" RCP 15" RCP15" RCPGR9' SOIL/GR CANOPY1SBKD
9' CONC30" RCP
HW HW
CONCCONC
CONC
T
T
T
6" PVC
6" PVC
6" PVC
10" STEEL CASING
50 PAIR COPPER
50 PAIR COPPER 6" PVC12" STEEL
HH
50 PAI
R COPPER24" CMP
24" RCP EIPEIPEIP
30' PR
IVATE
R
IGHT
-OF
-WAY
60.00'EXISTING R/WEXISTING R/WJAMES L. HODGES, JR. et ux
STEVEN C. WARD
FIELDDRAIN
ELEV=38.73'
94' RT
BL STA 132+37
BM6EXISTING R/W 20' BSTSR 1419 WOOLARD ROADSANDRA W. WYNN
ALEX J. TYSON
WILLIAM V. WARD
WILLIAM V. WARD, ET ALEIP
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_BUF_psh15.dgnagneushev8/17/99R-2511 15
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8
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/ 2011MATCHLINE -L- STA. 149+00 SEE SHEET 14MATCHLINE -L- STA. 162+00 SEE SHEET 16www.rkk.com
Engineers | Construction Managers | Planners | Scientists
150+00
155+00
160+0020+00-L- TS Sta. 152+21.24
-L- SC Sta. 153+81.24
-L- POC Sta. 157+73.77
-Y4- POT Sta. 20+93.34=
-Y4- PT Sta. 16+62.46
-Y4- Sta. 17+00.00
BEGIN CONSTRUCTION
PROP. 47" WW FENCE
PROP. 47" WW FENCE
PROP
. 47" WW
FENCE
TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77
-L- Sta. 155+97.19
BEGIN APPROACH SLAB
-L- Sta. 157+13.61
END APPROACH SLAB
+53.97
BEGIN FENCE
BEGIN C/A
+45.00
END FENCE
END C/A
-L- Sta. 156+04.55
BEGIN APPROACH SLAB
-L- Sta. 157+04.75
END APPROACH SLAB
-L- Sta. 156+21.18
BEGIN BRIDGE
-L- Sta. 156+80.76
END BRIDGE
-L- Sta. 156+28.87
BEGIN BRIDGE
-L- Sta. 156+89.29
END BRIDGE
to Bridge
Tie Fence
to Bridge
Tie Fence
EXIST. R/W
+08.00
EXIST. R/W
+45.00
EXIST. R/W
+07.00
110'
+66.00
PROP. SBG
SBG
PROP.
CHORD
220'110'C
A
C
A
97'
+63.00
110'
+95.00
62
65
67
68
69
C
A
C
A
57.80'
+51.00
68AF
F
F
F
F
F
FFFFFFF
F F
F
F
F
F
F
F
F
F
F
F
F
F
FF
SHEET 7 OF 9
BUFFER DRAWING
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
ENGLISH
SITE 5
GUM SWAMP CREEKSC
15" RCP-IV 15" RCP-IV 15" RCP-IV
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
W/ 5 SY GEO FAB
1 TON CL B RIPRAP
2GI 2GI
TB 2GI
2GI15" RCP-III HW
SEE DETAIL Z
SP. LAT V DITCH
15" RCP-III 2GI
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
3 @ 36" RCP-III
W/ 50 SY GEO FAB
26 TONS CL I RIPRAP
REMOVEREMOVE
REMOVE REMOVE
REMOVE
PIPE
EXISTING
REMOVEREM OVEREMOVE
2GI
15" RCP-III
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL P
LATERAL 4' BASE DITCH
SEE DETAIL AA
LATERAL 4' BASE DITCH
SEE DETAIL R
LATERAL 4' BASE DITCH
SEE DETAIL AD
STANDARD 10' BASE DITCH
15" SEE DETAIL R
BASE DITCH
LATERAL 4'
36"
Site Station StructureNo.(From/To)Size / Type1 16+90 to 19+13 Prop. 66" WELDED STEELX 5529 4527 100562 52+89 to 55+62 Prop. 60" RCPX16327 10878 272053 68+12 to 70+29 Prop. 8'x6' RCBC w/ (2) 48" RCPX14972 8618 235904 98+36 to 100+13 Prop. (2) 42" RCPX8377 5662 140395 155+70 to 157+45 Prop. Dual 60' BridgesX8230 5181 134115529 4527 10056 47906 30339 78245 0 0NOTES:Revised 2018 Feb SHEET 8 OF 9ALLOWABLE MITIGABLE6/9/2021ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)35494.1.1BEAUFORT & MARTIN COUNTIESR-2511BUFFER REPLACEMENTIMPACTSRIPARIAN BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATION Total area, including utility impacts, has been taken into consideration for Allowable vs Mitigable ImpactsDIVISION OF HIGHWAYSTOTALS*:ROAD CROSSINGBRIDGEPARALLEL IMPACTZONE 1(ft2)ZONE 2(ft2)TYPE
ZONE 1 (ft2)ZONE 2 (ft2)118+85 RT176 6253+98 to 55+622030 26885155+70 to 157+458230 518110436 7875Revised 2018 Feb SHEET 9 OF 9WETLANDS IN BUFFER IMPACTS SUMMARY35494.1.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS6/9/2021BEAUFORT & MARTIN COUNTIESR-2511WETLANDS IN BUFFERSSITE NO.STATION (FROM/TO)TOTAL:Rev. Jan 2009