20201515 Ver 2_Modification Request Attachment_20210301 (2)

11 CAPEF
E
AR
RI
VE
RBeaverda
mBeaverdam
Creek Creek
CreekWaymans
W
aymans CreekW aymansCreek
Creek
Waymans
ArcadiaVillageRd.Shaw
Rd.JacobsRd.WoodyardRd.Woodyard
Rd.
Old
Lake
Rd.
Old
Lake Rd.Rd.Carter
Rd.Cemet
eryRd.
Cemete
ry
Rd.
1809
1808
1808
1852
1810
1815
1815
1812
1813
1813
1814
1814
1814
1811
1846
1740
1740
1740
1740
1740
1847
1875
.5
.78.8.41
1.13
.1 .3
.40
.50
.90.56
.301.5
1.0 .311.11.3.30
.30.41
.4.5
.61.3.6.2.8
.7
.8.8.1
.6
Railr
oadCSXCSXRailr
oad87
11
.46
Armour
11 CAPEF
E
AR
RI
VE
RBeaverda
mBeaverdam
Creek Creek
CreekWaymans
W
aymans CreekW aymansCreek
Creek
Waymans
ArcadiaVillageRd.Shaw
Rd.WoodyardRd.Woodyard
Rd.
Old
LakeCarter
Rd.Cemet
eryRd.
1809
1808
1808
1852
1810
1812
1813
1813
1814
1814
1811
1740
1847
.5
.78.8.41
1.13
.1 .3
.40
.50
1.5
1.0 .311.11.3.30
.30.4.5
.61.3.8
.1 CSXRailr
oadSANDYFIELD
Pop. 344
87
87
11
.46
12
GrahamChapel
1734
1741
1736
1737
1734
1735
1739
Rd.Rd.Bro
wnto
wn
Rd.
#1#1
Rock
Black Rd.MooretownRd.Locks
LacewellSt.B lanks-G raham Rd.DanielRd.Rd.Devon.56
.24
.17
.56.22
.66 .071.01.0
.8.5
.4
5
.39
East Arcadia
Pop. 531
CreekBranch
87
1111
8787
1808
p

D
T
V
=
=
=
=
=
%
%
MPH
ADT
ADT
% *

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
K
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
LOCATION: 09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
9/1/2020...\R-2561CA_hyd_wet_TSH.dgnUSER:tdoverbyCONTRACT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NASee Sheet 1A For Index of Sheets
VICINITY MAP
1005002550
1005002550
20100510
2040
9
FUNC CLASS =
NCDOT CONTACT
TYPE OF WORK:

2018 STANDARD SPECIFICATIONS
(NOT TO SCALE)
See Sheet 1B For Conventional Symbols
TIP PROJECT:STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
N/A
WATERL
INE
WAY
-Y2- (ANDREWS DRIVE)-Y- STA. 11+00.00
BEGIN CONSTRUCTION

-Y3- STA. 14+60.00
END CONSTRUCTION
-Y- STA. 53+37.00
END CONSTRUCTON
-Y2- STA. 9+35.00
BEGIN CONSTRUCTION -Y3- (WOODYARD ROAD, SR 1808)-Y4- (NARROW GAP ROAD, SR 1811)9000
=
DUAL=4%* TTST=20%
MINOR ARTERIAL
60
24
60

JOHN B. GAUTHIER
PLANS PREPARED FOR THE NCDOT BY:R-2561CACOLUMBUS COUNTY
R-2561CA
GRADING, DRAINAGE, PAVING, AND STRUCTURES
P.E.34466.4.5
4
5
6
7
8 912Woodyard
Shaw
Rd.
L
ak
eR
d.Railr
oadCSXBeave
rdam
WaymansCreek
111013-L- (NC 87, OLD STAGE HIGHWAY)-L- (NC 87, OLD STAGE HIGHWAY)
Rd.65% PLANS-Y2A- STA. 19+50.00
END CONSTRUCTION
-L1- STA. 11+00.00
BEGIN TIP PROJECT R-2561CA
-L3- STA. 100+50.00
END TIP PROJECT R-2561CA
NC 87 (OLD STAGE RD.)/ NC 11 (GENERAL HOWE RD.) INTERCHANGE
-L POT Sta. 84+16.32 L.B. =
-L3- POT Sta. 84+16.32 L.A. 35' RT.
-L POT Sta. 84+16.32 L.B. =
-L4- PT Sta. 100+50.07 L.B. =
-L3- POT Sta. 100+48.70 L.A.HAMMOND GROVE LN -DR1- ROAD KING BLVD -DR2- TOTAL LENGTH OF TIP PROJECT R-2561CA = 1.695 MILES
LENGTH OF STRUCTURE TIP PROJECT R-2561CA = 0.051 MILES
LENGTH OF ROADWAY TIP PROJECT R-2561CA = 1.644 MILES-YDET- (NC 11 DETOUR)1852
WaymansCreekWAYMAN'S CREEK
WEYMAN'S CREEK
2021 7273
-L1- POT Sta. 28+31.59 L.B. (35' RT.)=
-L- POT Sta. 28+31.59 L.A.
-L2- PT Sta. 28+32.97 L.B. (23' LT.)=
-L- POT Sta. 28+31.59 L.A.
-L4- PC Sta. 84+16.32 L.A. (23' LT.)
"REGIONAL TIER"
-Y- STA. 33+07.97+/-
BEGIN BRIDGE
-Y- STA. 16+48.00+/-
BEGIN BRIDGE
-Y- STA. 17+38.00+/-
END BRIDGE
BLADEN COUNTY
COLUMBUS COUNTY
A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF SANDYFIELD.SANDYFIELD CITY LIMITHotty Toddy
1 Glenwood Avenue
Raleigh, NC 27603
Tel:[phone]
Fax:[phone]
License: C-2197
Engineering & Construction, Inc.
-L1-
-L2-
-L3-
-L4-
THIS IS A PARTIAL CONTOLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS.
DANIEL W. GARDNER, JR., PE
N/A R/W & UTILITIES
TO EAST ARCADIA TO RIEGELWOOD
See Sheet RW02C-1 Thru RWO2C-4 For Right of Way Plan Sheets
B
D
-Y4- STA. 12+49.00
BEGIN CONSTRUCTION -DR1- STA. 10+65.00
BEGIN CONSTRUCTION
-DR2- STA. 10+65.00
BEGIN CONSTRUCTION
-L1- PC Sta. 11+99.22=
-L2- PC Sta. 11+99.22
24, 26, 27, 29, 33, 34, 35, 36, 37, 41, 42, 44, 48, 51, 52, AND 53.
RIGHT OF WAY ACQUISITION HAS BEEN RELEASED ON THE FOLLOWING PARCELS:
-L- STA. 68+99.00+/-
BEGIN BRIDGE WBL
-L- STA. 71+69.00+/-
END BRIDGE WBL
-L- STA. 70+31.00+/-
BEGIN BRIDGE EBL
-L- STA. 71+81.00+/-
END BRIDGE EBL
-Y- STA. 34+95.47+/-
END BRIDGE
OCTOBER 28, 2019
-L3- STA. 101+00.00
END CONSTRUCTION
APRIL 20, 2021
34466.3.8
-L1- STA. 8+00.00
BEGIN CONSTRUCTION SANDYFIELD CITY LIMITSSANDYFIELD CITY LIMITSSANDYFIELD CITY LIMITSR-2561CA
BEGIN PROJECT
R-2561CA
END PROJECT
T
O
S
AL
T
E
R
R
OADTO WATERLINE WAY-DR5- STA. 10+50.00
BEGIN CONSTRUCTION
-DR3- STA. 9+50.00
BEGIN CONSTRUCTION
-DR4- STA. 11+95.00
END CONSTRUCTION
MICHAEL TAYLOR, PE
-Y- (NC
1
1, GE
NE
RAL HOWE RD)-Y- (NC 11, GENERAL HOWE RD)CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
34466.1.5 N/A CONST.
SHEET 1 OF 69
PERMIT DRAWING
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 1
SITE 2
SITE 3
SITE 4
SITE 12
SITE 5
SITE 7
SITE 11
SITE 8
SITE 9
SITE 10
SITE 6
N
A
D 83/N
A 2011
SEE INSET 4A
GRAPHIC SCALE
0'50'50'25'
SHEET 2 OF 69
PERMIT DRAWING
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
R-2561CA
PAVEMENT DESIGN6/2/998/19/2020...\R-2561CA_hyd_wet_PSH4.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
CLEARING
DENOTES MECHANIZED
IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES HAND
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
HAND CLEARING
MECHANIZED CLEARING
EXCAVATION IN WETLANDS
WATER IMPACTS
TEMPORARY SURFACE
SITE 1
SITE 1
RETAIN
HW FILLFLOWABLEPLUG
54" WELDED STEEL
TRENCHLESS INSTALLATION
JB w/MH
REMOVE 16 LF
REMOVE 16 LF 54"P
P
SEE DETAIL 8, PSH 2D-1
w/CLASS B RIP RAP
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 2, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 4, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 1, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 5, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 29, PSH 2D-1
CLASS I RIP RAP AT EMBANKMENT
SEE DETAIL 3, PSH 2D-1
CLASS I RIP RAP
PIPE OUTLET CHANNEL
SEE DETAIL 30, PSH 2D-1
AT EMBANKMENT
CLASS I RIP RAP
NC 87 (OLD STAGE ROAD)
WOODS
WOODS
WOODS
WOODS
STREAMSTREAMINV=34.11'
INV=37.69'30" RCP100.00'EXSITING R/W
EXSITING R/W
EXISTING R/W
EXISTING R/W
NC 87 (OLD STAGE HWY)
32' PAVED ROADWAY
WOODS
HW
CONC 15" RCP
8' SOILbb
100.00'WOODS
15' BELLSOUTH UTILITY ESMT.
TO MOORETOWN ROAD
PATRICIA WARWICK
PATRICIA WARWICK
HOBSON MORGAN
JOY OWEN MORGAN
HOBSON MORGAN
JOY OWEN MORGAN
KIMBERLY A SPENCER
UNKNOWN
1
2 2
3
1
15
-L2-
SE = NC SE = NC
PI Sta 16+07.83
D
L = 816.87'
T = 408.61'
R = 11,500.00'
PI Sta 24+24.70
D
L = 816.87'
T = 408.61'
R = 11,500.00'
-L2- PC Sta. 11+99.22
-L1- PC Sta. 11+99.22=
10
-L1- POT Sta. 7+00.00
4
SEE SHEET 5MATCHLINE -L2- STA. 19+00.00MATCHLINE -L1- STA. 19+00.00NAD 83/NA 2011SEE SHEET 2D-1 FOR DRAINAGE DITCH DETAILS
SEE SHEET 15 FOR -L2- PROFILE
SEE SHEET 14 FOR -L1- PROFILE
SA
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
F
C
SEE INSET 4A
GRAPHIC SCALE
0'50'50'25'
SHEET 3 OF 69
PERMIT DRAWING
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
R-2561CA
PAVEMENT DESIGN6/2/998/19/2020...\R-2561CA_hyd_wet_PSH4_Contours.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
CLEARING
DENOTES MECHANIZED
IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES HAND
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY 3030 31313232
33333
33334
3434343434
34
343535353
5 3535 3535
35353535353536 3636363636
3636363636363636
36
36
36
3636
36
36373737373737 37
37373737373737373737
37373737
3737373737 37373737
3737 37
37
3737
373737
373
73737 373
7
37
37
3
7373
7
37
3738
3838
38383838383838383838 38383838383838
38 3838
3838
3838
38383838 38
38
38
3
8
38383838383838
383838
38
383838383838
38
3 8
38
3
8
38383939
3939393939
39393939393939 393939 3939
39
39
39
393
9
3
9
3
9
39
393939
39
3939
39
39
39
39
39393
93939
3
9
39393939
393939
3940404040404040
404040404040
4040404
0
4040
4 0 40404040
40
40
40404040
40
40
40
4040
4040
40404040
40
4040414141414141414141
41
41414141 4141
4141
41 414141
414141
41
41 414141414141 41424242424242
42424242424242424242424
2
424242434343
4343
4343
434343434344444444
4444444444
44
44
444545454545
4545454545454545 4545454646464646 4646
46 46474747474747474747484848
48484848
484
8
484
8
48
48 484949494949494949
49 4949
4949
49
49
494949
5050505050
50505
0
505050
5
05050515151
5 1
51
515151
52 5252
525252
52
53
535353
53535354
HAND CLEARING
MECHANIZED CLEARING
EXCAVATION IN WETLANDS
WATER IMPACTS
TEMPORARY SURFACE
SITE 1
SITE 1
RETAIN
HW FILLFLOWABLEPLUG
54" WELDED STEEL
TRENCHLESS INSTALLATION
JB w/MH
REMOVE 16 LF
REMOVE 16 LF 54"P
P
SEE DETAIL 8, PSH 2D-1
w/CLASS B RIP RAP
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 2, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 4, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 1, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 5, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 29, PSH 2D-1
CLASS I RIP RAP AT EMBANKMENT
SEE DETAIL 3, PSH 2D-1
CLASS I RIP RAP
PIPE OUTLET CHANNEL
SEE DETAIL 30, PSH 2D-1
AT EMBANKMENT
CLASS I RIP RAP
NC 87 (OLD STAGE ROAD)
WOODS
WOODS
WOODS
WOODS
STREAMSTREAMINV=34.11'
INV=37.69'30" RCP100.00'EXSITING R/W
EXSITING R/W
EXISTING R/W
EXISTING R/W
NC 87 (OLD STAGE HWY)
32' PAVED ROADWAY
WOODS
HW
CONC 15" RCP
8' SOILbb
100.00'WOODS
15' BELLSOUTH UTILITY ESMT.
TO MOORETOWN ROAD
PATRICIA WARWICK
PATRICIA WARWICK
HOBSON MORGAN
JOY OWEN MORGAN
HOBSON MORGAN
JOY OWEN MORGAN
KIMBERLY A SPENCER
UNKNOWN
1
2 2
3
1
15
-L2-
SE = NC SE = NC
PI Sta 16+07.83
D
L = 816.87'
T = 408.61'
R = 11,500.00'
PI Sta 24+24.70
D
L = 816.87'
T = 408.61'
R = 11,500.00'
-L2- PC Sta. 11+99.22
-L1- PC Sta. 11+99.22=
10
-L1- POT Sta. 7+00.00
4
SEE SHEET 5MATCHLINE -L2- STA. 19+00.00MATCHLINE -L1- STA. 19+00.00NAD 83/NA 2011SEE SHEET 2D-1 FOR DRAINAGE DITCH DETAILS
SEE SHEET 15 FOR -L2- PROFILE
SEE SHEET 14 FOR -L1- PROFILE
SA
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
F
C
SEE INSET 4A
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
R-2561CA
PAVEMENT DESIGN6/2/998/21/2020...\R-2561CA_hyd_wet_PSH4A.dgnUSER:toverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
CLEARING
DENOTES MECHANIZED
IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES HAND
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
GRAPHIC SCALE
0'25'25'12.5'
4A
SHEET 4 OF 69
PERMIT DRAWING
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 15+44 TO STA. 15+62 -L1- LT
DETAIL 29
Grade
Ditch
2.0'
GEOTEXTILE
Geotextile= 21 SY
Type of Liner= 14 TONS,CL I Rip-Rap
10'min.
1.0'min.
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 15+65 TO STA. 15+76 -L1- LT
DETAIL 30
Grade
Ditch
2.0'
GEOTEXTILE
Geotextile= 19 SY
TYpe of Liner= 12 TONS,CL I Rip-Rap
10'min.
1.0'min.
(Variable)
Channel Bed
NC GRID
NAD 83/NSRS 2007
HAND CLEARING
MECHANIZED CLEARING
EXCAVATION IN WETLANDS
WATER IMPACTS
TEMPORARY SURFACE
SITE 1
SITE 1
HW FILLFLOWABLEPLUG
54" WELDED STEEL
TRENCHLESS INSTALLATION
JB w/MH
REMOVE 16 LF
REMOVE 16 LF 54"P
P
SEE DETAIL 29, PSH 2D-1
CLASS I RIP RAP AT EMBANKMENT
SEE DETAIL 3, PSH 2D-1
CLASS I RIP RAP
PIPE OUTLET CHANNEL
SEE DETAIL 30, PSH 2D-1
AT EMBANKMENT
CLASS I RIP RAP
NC 87 (OLD STAGE ROAD)
WOODS
WOODS
STREAMINV=34.11'
INV=37.69'30" RCP100.00'EXISTING R/W
EXISTING R/W
WOODS
HOBSON MORGAN
JOY OWEN MORGAN
2
15
( Not to Scale)
Geotextile
Elevation
Natural Bed
STA. 15+62 -L2- LT
Ground
Natural
Ground
Natural
PIPE OUTLET CHANNEL STABILIZATION
DETAIL 3
2.0'

Type of Liner= Est. 42 Tons of Class I Rip-Rap - Keyed-In
Length= 18 Ft.
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
3030 31313232
33343535353535
3636363636
37
37
37373737373737 373737
373
8
38
383838383838
38 3838
38383838 383939
393939
4040
40
40404041
414141
4141
41
41HW FILLFLOWABLEPLUG
54" WELDED STEEL
TRENCHLESS INSTALLATION
JB w/MH
REMOVE 16 LF
REMOVE 16 LF 54"P
P
SEE DETAIL 29, PSH 2D-1
CLASS I RIP RAP AT EMBANKMENT
SEE DETAIL 3, PSH 2D-1
CLASS I RIP RAP
PIPE OUTLET CHANNEL
SEE DETAIL 30, PSH 2D-1
AT EMBANKMENT
CLASS I RIP RAP
NC 87 (OLD STAGE ROAD)
WOODS
WOODS
STREAMINV=34.11'
INV=37.69'30" RCP100.00'EXISTING R/W
EXISTING R/W
WOODS
HOBSON MORGAN
JOY OWEN MORGAN
2
15
HAND CLEARING
MECHANIZED CLEARING
EXCAVATION IN WETLANDS
WATER IMPACTS
TEMPORARY SURFACE
SITE 1
SITE 1
SEE INSET 4A
SHEET 5 OF 69
PERMIT DRAWING
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
R-2561CA
PAVEMENT DESIGN6/2/998/21/2020...\R-2561CA_hyd_wet_PSH4A_Contours.dgnUSER:toverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue 4A
CLEARING
DENOTES MECHANIZED
IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES HAND
GRAPHIC SCALE
0'25'25'12.5'
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
(Variable)
Channel Bed
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 15+44 TO STA. 15+62 -L1- LT
DETAIL 29
Grade
Ditch
2.0'
GEOTEXTILE
Geotextile= 21 SY
Type of Liner= 14 TONS,CL I Rip-Rap
10'min.
1.0'min.
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 15+65 TO STA. 15+76 -L1- LT
DETAIL 30
Grade
Ditch
2.0'
GEOTEXTILE
Geotextile= 19 SY
TYpe of Liner= 12 TONS,CL I Rip-Rap
10'min.
1.0'min.
NC GRID
NAD 83/NSRS 2007
( Not to Scale)
Geotextile
Elevation
Natural Bed
STA. 15+62 -L2- LT
Ground
Natural
Ground
Natural
PIPE OUTLET CHANNEL STABILIZATION
DETAIL 3
2.0'

Type of Liner= Est. 42 Tons of Class I Rip-Rap - Keyed-In
Length= 18 Ft.
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
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
130130
130130
140140
140140
150150
150150
8/19/2020...\R-2561CA_prm_wet_xpl_L1_L2.dgnUSER:tdoverbyPROJ. REFERENCE NO.SHEET NO.0
6/23/1640 40
50 50
60 60
30 30
13+00.00
40 40
50 50
60 60
30 30
13+50.00
40 40
50 50
60 60
30 30
14+00.00
40 40
50 50
60 60
30 30
14+50.00
40 40
50 50
60 60
30 3015+00.00
40 40
50 50
60 60
30 3015+50.00
X-3R-2561CA
-L1-
5 10
CLEARING
HAND
CLEARING
HAND
CLEARING
MECHANIZED
CLEARING
MECHANIZED
WETLANDS
EXCAVATION IN
WETLANDS
EXCAVATION IN
WETLAND
SITE 1
WETLAND
SITE 1
OF CROSS SECTION
EXTENDS BEYOUND LIMIT
WETLAND BOUNDARY
OF CROSS SECTION
EXTENDS BEYOUND LIMIT
WETLAND BOUNDARY
SHEET 6 OF 69
PERMIT DRAWING
WETLANDS
FILL IN
WETLANDS
FILL IN EEROWROW41.68
4:1
0.0250.025
36.003:136.00
3:14:1
OFFSET 0.44'
-L2- STA. 13+00.00
E. EOTE. EOT41.33
0.0250.025
3:14:135.603:14:1
OFFSET 0.99'
-L2- STA. 13+50.00
E. EOTE. EOT35.75
41.06
0.0250.025
35.203:14:1 3:1
4
:1
OFFSET 1.75'
-L2- STA. 14+00.01
E. EOTE. EOT35.51
40.88
0.0250.025
34.803:14:1
4
:1
OFFSET 2.73'
-L2- STA. 14+50.02
E. EOTE. EOT35.26
3:1
40.79
4
:10.0250.025
34.213:14:1
35.01
3:1
OFFSET 3.93'
-L2- STA. 15+00.03
E. EOTE. EOT40.63
4
:1
0.0250.025
33.623:15:1
34.85
3:1
OFFSET 5.35'
-L2- STA. 15+00.05
E. EOTE. EOT
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
130130
130130
140140
140140
150150
150150
8/19/2020...\R-2561CA_prm_wet_xpl_L1_L2.dgnUSER:tdoverbyPROJ. REFERENCE NO.SHEET NO.0
6/23/1630 30
40 40
50 50
60 60
20 20
16+00.00
40 40
50 50
60 60
30 30
16+50.00
40 40
50 50
60 60
30 30
17+00.00
40 40
50 50
60 60
30 30
17+50.00
40 40
50 50
60 60
30 30
18+00.00
40 40
50 50
60 60
30 30
18+50.00
X-4R-2561CA
-L1-
5 10
CLEARING
MECHANIZED
CLEARING
HAND
WETLAND
SITE 1
SHEET 7 OF 69
PERMIT DRAWING
EOF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
ROW40.66
4
:1
0.0250.025
35.14
3:1
34.453:15:1
OFFSET 6.99'
-L2- STA. 16+00.08
E. EOTE. EOT41.09 4:1
0.0250.025
35.703:15:1 3:1
35.43
OFFSET 8.84'
-L2- STA. 16+50.12
E. EOTE. EOT41.42 4:1
6:1
0.0250.025
3:136.95
35.73
3:1
OFFSET 10.91'
-L2- STA. 17+00.16
E. EOTE. EOT41.73
4
:1
0.025
6:1
0.025
37.333:136.02
3:1
OFFSET 13.20'
-L2- STA. 17+50.21
E. EOTE. EOT42.07
4
:1
0.025
6:1
0.025
3:137.72
36.31
3:1
OFFSET 15.70'
-L2- STA. 18+00.27
E. EOTE. EOT42.34
4
:1
0.025
6:1
0.025
38.103:136.61
3:1
OFFSET 18.43'
-L2- STA. 18+50.35
E. EOTE. EOT
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
8/21/2020...\R-2561CA_hyd_prm_wet_PFL1.dgnUSER:tdoverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
SHEET 8 OF 69
PERMIT DRAWING
0 10 201020
29
31
33
35
37
39
41
43
GP ELEV.=41.10'
SKEW=90 DEG
TRENCHLESS INSTALL
54" WELDED STEEL
STA. 15+62 -L1-CL R-2561CA PFL-1
ELEV=40.46'
MANHOLE
HW
EXISTING STREAM BED GRADE= 2.49%
INVERT=32.75'
TB RT
TB LT
30 40 50 60 704050607030
29
31
33
35
37
39
41
2
4
:1
NORMAL
3.5:1 NORMALAT STA. 15+44 -L1-
TO BE REMOVED
EXISTING 30" RCP
NORMAL WSE=31.7'
WSE=34.9'
NORMAL
GRADE TO DRAIN
DRAIN
GRADE TO
DRAIN
GRADE TO
REMOVE
DI15" RCP-IV DI
DI15" RCP-IV REMOVE REMOVE
REMOVE
REMOVE
REMOVE
15"15"
DI
15" RCP-IV DI
RETAINREMOVE18" RCPREM
O
V
EREMOVEREMOVE
24"
2GI
15" RCP-IV RCP-
I
V 15"18" RCP-V 15" RCP-V SEE DETAIL 24
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 21
2-FT BASE DTICH
SPECIAL LATERAL
REMOVEREMOVE15"2@
18" RCP-V
RETAIN EXISTING DITCH
15"15"15" RCP-V SEE DETAIL 4, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 2, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 5, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 7, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 7, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 9, PSH 2D-1
MEDIAN 'V' DITCH
SEE DETAIL 24, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 6, PSH 2D-1
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 6 , PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 2, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
EST. DDE=38 CY
L=75 FT; GRADE=3.32%
SEE DETAIL 15, PSH 2D-1
w/ CLASS B RIP RAP
STANDARD 2-FT DITCH
EST. DDE=9 CY
L=58 FT; GRADE=1.53%
SEE DETAIL 28, PSH 2D-1
STANDARD 'V' DITCH
EST. DDE=25 CY
L=50 FT; GRADE=1.0%
SEE DETAIL 15, PSH 2D-1
w/ CLASS B RIP RAP
STANDARD 2-FT DITCH
SEE DETAIL 24, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
PSH 2D-1
SEE DETAIL 37
FALSE SUMP
SEE DETAIL 7, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 1, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 27, PSH 2D-1
TOE PROTECTION
CLASS B RIP RAP
EST 30 SYGF
EST 15 TONS
CLASS I RIP RAP
CULTIVATED
CULTIVATEDCULTIVATED
WOODS
WOODS
CULTIVATED
GRASS
WOODS
WOODSWOODSWOODSLANSCAPING TIMBERS
19' CONC
W
7' SO
I
L9
' SOIL 25' SOIL10' SOIL14' SOILBST13' CONC8' SOIL16' SOIL7' SOIL7' SOIL7' SO
IL8' SOILWOODS
1SBLKD
POST
WD 1SBLKD
CONC
S
1SBLKD SLA
B
C
O
N
C
S
B
CAN
MTL
CAN
MTL
B
PLANTER
2SFD
WOODS
W
48" CONC
36" CONC
GARDEN
S
W
POST
WD
HOUSE
BIRD
44" MTL
15" RCP15" RCP
15" RCP
G
44" MTL44" MTL
44" MTL10' CONC15" RCP15" RCP15" RCP15" RCP
15" RCP
15" RCP 15" RCP
EX
AXLE
EIP40.00'100.00'60.00'30.00'EASEMENT (PB 71 PG 94)EXSITING R/W
EXSITING R/W
EXSITING R/WEXSITING R/W6
" CURB
WOODS
WOODSWOODS
WOODS
WOODS
32' PAVED ROADWAY
NC 87 (OLD STAGE HWY)44" MTLC
A
N
M
T
L EXSITING R/WEXSITING R/Wb HHbbb
b
H|bbab
HHPIPING FOUND
NO ASSOCIATED
WATER METER
EOIEOIEOIEOI48" WW 48" WW
48" WWPRIVATE POND
UTILITY ESMT.FOUR COUNTY EMC0.87'
R/W-EIP
15.00'15.00'15.00'UTILITY ESMT.
FOUR COUNTY EMC
VAR WIDTH
15' BELLSOUTH UTILITY ESMT.50.00'
UTILITY ESMT.
FOUR COUNTY EMC
VAR WIDTH
15' BELLSOUTH UTILITY ESMT.TO WATERLINE WAY*BL3401
T50026
38.00
46.1646.15
46.8043.1643.05
41.93
INV=34.80'
INV=34.30'15" RCP 9' S
O
IL
APOSTOLIC CHURCH
TRUE LIGHT 18" R
C
P
KIMBERLY A SPENCER
WILLIAM A SPENCER
KIMBERLY A SPENCER
WILLIAM A SPENCER
KIMBERLY A SPENCER
TOWN OF SANDYFIELDTOWN OF SANDYFIELD
VONNIE LEE ANDREWS
JUANITA ANDREWS
JOHNNY SHAW
RUBIE HATCHER MUNN
OPHELIA MUNN
COREY C SHAW
SHERMAN BLANKS
HOBSON MORGAN
JOY OWEN MORGAN 22' PAVED ROADWAYSR 1808 WOODYARD ROADANDREWS DRIVER/W-EIP
2
3
4
5
9
10
11
12
13
75
73
74
20
25
20 25
-L2- PRC Sta. 20+16.09
-Y2A- POT Sta. 9+99.22
-Y2- POT Sta. 11+46.20=
-L1- POT Sta. 27+06.22=
-L2- POC Sta. 26+90.24=
-Y3- POT Sta. 10+00.00 15-Y2- POT Sta. 15+22.86
-Y2- PC Sta. 13+66.61
-Y2- PT Sta. 14+58.61
15
-Y2A- PC Sta. 12+58.19
-Y2A- PT Sta. 14+07.90
-Y2A- PC Sta. 15+20.22
-Y2A- PT Sta. 16+00.29
-Y2- POT Sta. 10+00.00
-Y3- PC Sta. 11+58.27
-Y3- PT Sta. 11+40.60
-Y3- PC Sta. 10+48.88
-Y2- PC Sta. 11+87.58
-Y2- PT Sta. 13+31.18
-L2-
PI Sta 16+07.83
D
L = 816.87'
T = 408.61'
R = 11,500.00'
PI Sta 24+24.70
D
L = 816.87'
T = 408.61'
R = 11,500.00'
-Y2A-
PI Sta 12+61.42
D
L = 143.60'
T = 73.84'
R = 250.00'
PI Sta 14+12.82
D
L = 92.00'
T = 46.20'
R = 400.00'
-Y2-
SE = SEE PLANS SE = SEE PLANS
SE = SEE PLANS SE = SEE PLANS
PI Sta 13+35.37
D
L = 149.71'
T = 77.18'
R = 250.00'
PI Sta 15+60.60
D
L = 80.07'
T = 40.38'
R = 250.00'
SE = NC (2.5%)SE = NC (2.5%)
PI Sta 10+95.26
D
L = 91.72'
T = 46.38'
R = 250.00'
PI Sta 12+70.29
D
L = 210.64'
T = 112.02'
R = 250.00'
-Y3-
SE = SEE PLANS SE = SEE PLANS
-L- POT Sta. 28+31.59 L.A.
-L- POT Sta. 28+31.59 L.A.
-L2- PT Sta. 28+32.97 L.B. (23' LT)=
CGAU10 30
-Y2- POT Sta. 9+23.00
-L1- POT Sta. 28+31.59 L.B. (35' RT)=SEE SHEET 6MATCHLINE -L- STA. 33+00.00MATCHLINE -Y2A- STA. 16+50.00 SEE SHEET 6SEE SHEET 13
MATCHLINE -Y3- STA. 12+50.00 NAD 83/NA 2011 MATCHLINE -L2- STA. 19+00.00MATCHLINE -L1- STA. 19+00.00SEE SHEET 4200
113
600
427
300
213
300
213
2040 ADT
2021 ADT
7200
5646NC 87 NC 877200
5646
ANDREWS DR
WOODYARD RD
100
57
100
57
SEE SHEET 2D-1 FOR DRAINAGE DITCH DETAILS
SEE SHEET 2B-4 FOR INTERSECTION DETAIL OF -L2-/-Y2- AND -L1-/-Y3-
SEE SHEET 26 FOR -Y2A- AND -Y3- PROFILE
SEE SHEET 25 FOR -Y2- PROFILE
SEE SHEET 16 FOR -L- PROFILE
SEE SHEET 15 FOR -L2- PROFILE
SEE SHEET 14 FOR -L1- PROFILE
SITE 2
EXCAVATION IN WETLANDS
MECHANIZED CLEARING

MECHANIZED CLEARING
MECHANIZED CLEARING
FILL IN WETLANDS
MATCHLINE -L2- STA. 19+00.00MATCHLINE -L1- STA. 19+00.00SEE SHEET 4SEE SHEET 6MATCHLINE -L- STA. 33+00.00SEE INSET 5A
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
5R-2561CA
PAVEMENT DESIGN6/2/999/1/2020...\R-2561CA_hyd_wet_PSH5.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
GRAPHIC SCALE
0'50'50'25'
SHEET 9 OF 69
PERMIT DRAWING
CLEARING
DENOTES MECHANIZED
IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
F
C
F
C
F
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CCCCCCFFFCCCCCCCCCCCCCCCCCCCF
F FFF
F FF
F
F
F
F
F
FFF
F
F
F
F
F
F
F
F
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
CCCCCCCCCCCCCCCCCF
30
31 31323233
33
33
3333
333333
343
4 3434343434
35353535353535
3535
35 35
3535
3636 3636
36
3636363636
36
3636
363737 3737373737
3737
373737
3
8 383838383838383838
38
3838
38
393
9
3939 39393939393939
393940 40404040 4040404040404040
4040
40
4141 4141414141414141
4
14141
41 41414141
41 414141
41
424242 424
2 424242424242424242
42
42
4242
42
4242424
2
42
4242
42
42
424343
43 4343434343434343 43434343
434343
4343
43
43
43
43
43
43
4343
4343 434343 43
4343
4343434343
43
44444444 44444444444444444444444444444444
444444
44
44
4444 444444
44
44
44
44
4444 4444 444444
444545454545 45454545454545454545454545
4545454545454545
454545
4646464646 4646464646
4646464646464646464646 4646464747474747
47474747
47
47
4
7
47484848494950505152GRADE TO DRAIN
DRAIN
GRADE TO
DRAIN
GRADE TO
REMOVE
DI15" RCP-IV DI
DI15" RCP-IV REMOVE REMOVE
REMOVE
REMOVE
REMOVE
15"15"
DI
15" RCP-IV DI
RETAINREMOVE18" RCPREM
O
V
EREMOVEREMOVE
24"
2GI
15" RCP-IV RCP-
I
V 15"18" RCP-V 15" RCP-V SEE DETAIL 24
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 21
2-FT BASE DTICH
SPECIAL LATERAL
REMOVEREMOVE15"2@
18" RCP-V
RETAIN EXISTING DITCH
15"15"15" RCP-V SEE DETAIL 4, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 2, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 5, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 7, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 7, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 9, PSH 2D-1
MEDIAN 'V' DITCH
SEE DETAIL 24, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 6, PSH 2D-1
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 6 , PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 2, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
EST. DDE=38 CY
L=75 FT; GRADE=3.32%
SEE DETAIL 15, PSH 2D-1
w/ CLASS B RIP RAP
STANDARD 2-FT DITCH
EST. DDE=9 CY
L=58 FT; GRADE=1.53%
SEE DETAIL 28, PSH 2D-1
STANDARD 'V' DITCH
EST. DDE=25 CY
L=50 FT; GRADE=1.0%
SEE DETAIL 15, PSH 2D-1
w/ CLASS B RIP RAP
STANDARD 2-FT DITCH
SEE DETAIL 24, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
PSH 2D-1
SEE DETAIL 37
FALSE SUMP
SEE DETAIL 7, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 1, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 27, PSH 2D-1
TOE PROTECTION
CLASS B RIP RAP
EST 30 SYGF
EST 15 TONS
CLASS I RIP RAP
CULTIVATED
CULTIVATEDCULTIVATED
WOODS
WOODS
CULTIVATED
GRASS
WOODS
WOODSWOODSWOODSLANSCAPING TIMBERS
19' CONC
W
7' SO
I
L9
' SOIL 25' SOIL10' SOIL14' SOILBST13' CONC8' SOIL16' SOIL7' SOIL7' SOIL7' SO
IL8' SOILWOODS
1SBLKD
POST
WD 1SBLKD
CONC
S
1SBLKD SLA
B
C
O
N
C
S
B
CAN
MTL
CAN
MTL
B
PLANTER
2SFD
WOODS
W
48" CONC
36" CONC
GARDEN
S
W
POST
WD
HOUSE
BIRD
44" MTL
15" RCP15" RCP
15" RCP
G
44" MTL44" MTL
44" MTL10' CONC15" RCP15" RCP15" RCP15" RCP
15" RCP
15" RCP 15" RCP
EX
AXLE
EIP40.00'100.00'60.00'30.00'EASEMENT (PB 71 PG 94)EXSITING R/W
EXSITING R/W
EXSITING R/WEXSITING R/W6
" CURB
WOODS
WOODSWOODS
WOODS
WOODS
32' PAVED ROADWAY
NC 87 (OLD STAGE HWY)44" MTLC
A
N
M
T
L EXSITING R/WEXSITING R/Wb HHbbb
b
H|bbab
HHPIPING FOUND
NO ASSOCIATED
WATER METER
EOIEOIEOIEOI48" WW 48" WW
48" WWPRIVATE POND
UTILITY ESMT.FOUR COUNTY EMC0.87'
R/W-EIP
15.00'15.00'15.00'UTILITY ESMT.
FOUR COUNTY EMC
VAR WIDTH
15' BELLSOUTH UTILITY ESMT.50.00'
UTILITY ESMT.
FOUR COUNTY EMC
VAR WIDTH
15' BELLSOUTH UTILITY ESMT.TO WATERLINE WAY*BL3401
T50026
38.00
46.1646.15
46.8043.1643.05
41.93
INV=34.80'
INV=34.30'15" RCP 9' S
O
IL
APOSTOLIC CHURCH
TRUE LIGHT 18" R
C
P
KIMBERLY A SPENCER
WILLIAM A SPENCER
KIMBERLY A SPENCER
WILLIAM A SPENCER
KIMBERLY A SPENCER
TOWN OF SANDYFIELDTOWN OF SANDYFIELD
VONNIE LEE ANDREWS
JUANITA ANDREWS
JOHNNY SHAW
RUBIE HATCHER MUNN
OPHELIA MUNN
COREY C SHAW
SHERMAN BLANKS
HOBSON MORGAN
JOY OWEN MORGAN 22' PAVED ROADWAYSR 1808 WOODYARD ROADANDREWS DRIVER/W-EIP
2
3
4
5
9
10
11
12
13
75
73
74
20
25
20 25
-L2- PRC Sta. 20+16.09
-Y2A- POT Sta. 9+99.22
-Y2- POT Sta. 11+46.20=
-L1- POT Sta. 27+06.22=
-L2- POC Sta. 26+90.24=
-Y3- POT Sta. 10+00.00 15-Y2- POT Sta. 15+22.86
-Y2- PC Sta. 13+66.61
-Y2- PT Sta. 14+58.61
15
-Y2A- PC Sta. 12+58.19
-Y2A- PT Sta. 14+07.90
-Y2A- PC Sta. 15+20.22
-Y2A- PT Sta. 16+00.29
-Y2- POT Sta. 10+00.00
-Y3- PC Sta. 11+58.27
-Y3- PT Sta. 11+40.60
-Y3- PC Sta. 10+48.88
-Y2- PC Sta. 11+87.58
-Y2- PT Sta. 13+31.18
-L2-
PI Sta 16+07.83
D
L = 816.87'
T = 408.61'
R = 11,500.00'
PI Sta 24+24.70
D
L = 816.87'
T = 408.61'
R = 11,500.00'
-Y2A-
PI Sta 12+61.42
D
L = 143.60'
T = 73.84'
R = 250.00'
PI Sta 14+12.82
D
L = 92.00'
T = 46.20'
R = 400.00'
-Y2-
SE = SEE PLANS SE = SEE PLANS
SE = SEE PLANS SE = SEE PLANS
PI Sta 13+35.37
D
L = 149.71'
T = 77.18'
R = 250.00'
PI Sta 15+60.60
D
L = 80.07'
T = 40.38'
R = 250.00'
SE = NC (2.5%)SE = NC (2.5%)
PI Sta 10+95.26
D
L = 91.72'
T = 46.38'
R = 250.00'
PI Sta 12+70.29
D
L = 210.64'
T = 112.02'
R = 250.00'
-Y3-
SE = SEE PLANS SE = SEE PLANS
-L- POT Sta. 28+31.59 L.A.
-L- POT Sta. 28+31.59 L.A.
-L2- PT Sta. 28+32.97 L.B. (23' LT)=
CGAU10 30
-Y2- POT Sta. 9+23.00
-L1- POT Sta. 28+31.59 L.B. (35' RT)=SEE SHEET 6MATCHLINE -L- STA. 33+00.00MATCHLINE -Y2A- STA. 16+50.00 SEE SHEET 6SEE SHEET 13
MATCHLINE -Y3- STA. 12+50.00 NAD 83/NA 2011 MATCHLINE -L2- STA. 19+00.00MATCHLINE -L1- STA. 19+00.00SEE SHEET 4200
113
600
427
300
213
300
213
2040 ADT
2021 ADT
7200
5646NC 87 NC 877200
5646
ANDREWS DR
WOODYARD RD
100
57
100
57
SEE SHEET 2D-1 FOR DRAINAGE DITCH DETAILS
SEE SHEET 2B-4 FOR INTERSECTION DETAIL OF -L2-/-Y2- AND -L1-/-Y3-
SEE SHEET 26 FOR -Y2A- AND -Y3- PROFILE
SEE SHEET 25 FOR -Y2- PROFILE
SEE SHEET 16 FOR -L- PROFILE
SEE SHEET 15 FOR -L2- PROFILE
SEE SHEET 14 FOR -L1- PROFILE
SITE 2
EXCAVATION IN WETLANDS
MECHANIZED CLEARING

MECHANIZED CLEARING
MECHANIZED CLEARING
FILL IN WETLANDS
MATCHLINE -L2- STA. 19+00.00MATCHLINE -L1- STA. 19+00.00SEE SHEET 4SEE SHEET 6MATCHLINE -L- STA. 33+00.00SEE INSET 5A
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
5R-2561CA
PAVEMENT DESIGN6/2/999/1/2020...\R-2561CA_hyd_wet_PSH5_Contours.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
GRAPHIC SCALE
0'50'50'25'
SHEET 10 OF 69
PERMIT DRAWING
CLEARING
DENOTES MECHANIZED
IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
F
C
F
C
F
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CCCCCCFFFCCCCCCCCCCCCCCCCCCCF
F FFF
F FF
F
F
F
F
F
FFF
F
F
F
F
F
F
F
F
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
CCCCCCCCCCCCCCCCCF
CLEARING
DENOTES MECHANIZED
IN WETLAND
DENOTES EXCAVATION
GRAPHIC SCALE
0'25'25'12.5'
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
5AR-2561CA
PAVEMENT DESIGN6/2/999/1/2020...\R-2561CA_hyd_wet_PSH5A.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
SHEET 11 OF 69
PERMIT DRAWING
NAD 83NC GRID
INSET 5A
WETLAND
DENOTES FILL INFF
SITE 2
EXCAVATION IN WETLANDS
MECHANIZED CLEARING

MECHANIZED CLEARING
MECHANIZED CLEARING
FILL IN WETLANDS
REMOVE2@
18" RCP-V
SEE DETAIL 1, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
EST 30 SYGF
EST 15 TONS
CLASS I RIP RAP
TO WATERLINE WAYT50026
38.00INV=34.80'
INV=34.30'15" RCP
TOWN OF SANDYFIELDTOWN OF SANDYFIELD
VONNIE LEE ANDREWS
JUANITA ANDREWS
10
74
-Y2A- POT Sta. 9+99.22
-Y2- POT Sta. 11+46.20=-Y2A- PC Sta. 12+58.19
-Y2A- PT Sta. 14+07.90
-Y2- POT Sta. 10+00.00
10-Y2- POT Sta. 9+23.00
CCCCCFCCF
3333
33333
4 343434
353535
35 35
3536363636
36363738383939404041414142REMOVE2@18" RCP-V
SEE DETAIL 1, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
EST 30 SYGF
EST 15 TONS
CLASS I RIP RAP
TO WATERLINE WAYT50026
38.00INV=34.80'
INV=34.30'15" RCP
TOWN OF SANDYFIELDTOWN OF SANDYFIELD
VONNIE LEE ANDREWS
JUANITA ANDREWS
10
74
-Y2A- POT Sta. 9+99.22
-Y2- POT Sta. 11+46.20=-Y2A- PC Sta. 12+58.19
-Y2A- PT Sta. 14+07.90
-Y2- POT Sta. 10+00.00
10-Y2- POT Sta. 9+23.00
SITE 2
EXCAVATION IN WETLANDS
MECHANIZED CLEARING

MECHANIZED CLEARING
MECHANIZED CLEARING
FILL IN WETLANDS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
5AR-2561CA
PAVEMENT DESIGN6/2/999/1/2020...\R-2561CA_hyd_wet_PSH5A_Contours.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
SHEET 12 OF 69
PERMIT DRAWING
CLEARING
DENOTES MECHANIZED
IN WETLAND
DENOTES EXCAVATION
GRAPHIC SCALE
0'25'25'12.5'
NAD 83NC GRID
INSET 5A
WETLAND
DENOTES FILL INFF
CCCCCFCCF
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
130130
130130
140140
140140
150150
150150
9/1/2020...\R-2561CA_prm_wet_xpl_Y2.dgnUSER:tdoverbyPROJ. REFERENCE NO.SHEET NO.0
6/23/1640 40
50 50
30 309+25.00
40 40
50 50
30 309+50.00
40 40
50 50
30 309+75.00
40 40
50 50
30 3010+00.00
40 40
50 50
30 3010+25.00
40 40
50 50
30 30
10+50.00
40 40
50 50
30 30
10+75.00
40 40
50 50
30 3011+00.00
40 40
50 50
30 3011+25.00
X-66R-2561CA
-Y2-
5 10
WETLAND
SITE 2
WETLAND
SITE 2
WETLAND
SITE 2
WETLAND
SITE 2
WETLAND
SITE 2
WETLAND
SITE 2
WETLAND
SITE 2
WETLAND
SITE 2
WETLAND
SITE 2
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
CLEARING
MECHANIZED
SHEET 13 OF 69
PERMIT DRAWING
CLEARING
MECHANIZED
CLEARING
MECHANIZED
CLEARING
MECHANIZED
EXCAVATION
EXCAVATION
CLEARING
MECHANIZED
EXCAVATION
CLEARING
MECHANIZED
EXCAVATION
CLEARING
MECHANIZED
R/W
R/W
R/W
R/W
CLEARING
MECHANIZED
CLEARING
MECHANIZED PDEPDEWETLANDS
FILL IN
37.99
37.893:14:1
34.87
37.853:134.92
4:1
37.953:134.97
4:1
38.093:135.02
4:1
38.243:135.07
4:1
38.403:135.12
4:1
38.56
4:1
0.0200.020
3:135.173:138.93
0.0070.020
4:1
3:136.47 3:1
v
1SFDSOILWOODS
WOODS
CULTIVATED
WOODS
GRASS
INV=38.50'
INV=38.59'24" RCP8' SOIL9' SOILCONC
12' SOIL10' SOIL13' SOIL14' SOIL8' SOILWOODS
WOODS
1SFD
1SMTLB
B
B
RUINS
RUINS
RUINS 1SMTLB1SMTLB1SMTLB
1SMTLB
S 1SMTLB1SBLKD
S
S
9' SOI
L1SFD
1SFD
B
GUY
24" CONC
HW
CONC
24" CONC 48" CONCPOST
WD
15" RCP15" RCP15" RCP
44" MTL
54" MTL
15" RCP
15" RCP 15" RCP
44" MTL
44" MTL44" MTLEIP 0.28'
R/W-EIP
EIP
EIP
EIP
3.52'
R/W-EIP
0.54'
R/W-EIP
JAMES DALE GARVER JR
JAMES DALE GARVER SR
EXSITING R/W
EXSITING R/W
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS 100.00'WOODS
WOODS
32' PAVED ROADWAY
NC 87 (OLD STAGE HWY)
EIP
GENOBLE H. KING
DONNELL KING
F & J PROPERTIES
15" RCP
15" RCP
HW
CONC
HW
CONC
10' GRGR
B
RUINS
6" HDPE
b
aT
T
EOI
POND
PRIVATE
GRASS
R/W-EIS
0.57'
EIP
WOODS
WOODS
WOODS
UTILITY ESMT.
FOUR COUNTY EMC
VAR WIDTH
UTILITY ESMT.
FOUR COUNTY EMC
VAR WIDTH
VAR WIDTH FOUR COUNTY ELECTRIC MEMBERSHIP CORPARATION UTILITY ESMT.
15' BELLSOUTH UTILITY ESMT.15' BELLSOUTH UTILITY ESMT.
EIP
EIP
EIP
15" RCP
NO OWNER INFO FOUND
JAMES DALE GARVER JR
JAMES DALE GARVER SRJOHN V BROWN JR
BERTIE B BIBBS
GENE MILLER
NAOMI MILLER
NAOMI MILLER
GENE MILLER
JESSIE BELL BROWN
COREY C SHAW
COREY C SHAW
JOHNNY SHAW
COREY C SHAW WARRIETTE WILLIAMS-HARDYEDNA DIXONGWENDOLYN HALL BROWN
GWENDOLYN HALL BROWNF & J PROPERTIES
14
30
17
17
18
19
20
21
20
23
24
25
26 27
28
29
30
WI
WL
35 40 45
10
15
-RPB- SC Sta. 12+00.00 -RPB- CS Sta. 15+91.75
-RPB- ST Sta. 10+00.00
-L1- POT Sta. 28+31.59 L.B. (35' RT)=
-Y2A- POT Sta. 19+55.36
-L- POT Sta. 40+34.03 (47' LT.)=
2GI
24"
REMOVEREMOVE
24"REMOVEREMOVE
REMOVE
REMOVE
24"18" RCP-III 2GI-A
2GI-A
2GI-A
2GI-A
30" RCP-IIISEE DETAIL 35
FALSE SUMP
REMOVE
REMOVE
REMOVE
REMOVE 30" RCP-III 30" RCP-III
30" RCP-III
30" RCP-III
18" RCP-III
SEE DETAIL 9, PSH 2D-1
MEDIAN 'V' DITCH
SEE DETAIL 9, PSH 2D-1
MEDIAN 'V' DITCH
SEE DETAIL 9, PSH 2D-1
MEDIAN 'V' DITCH
SEE DETAIL 2, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 4, PSH 2D-1
BASE DITCH
SPECIAL LATERAL 2-FT
SEE DETAIL 6, PSH 2D-1
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 2, PSH 2D-1
SPECIAL LATERAL 2-FT BASE DITCH
PSH 2D-1
SEE DETAIL 37
FALSE SUMP
SEE DETAIL 27, PSH 2D-1
TOE PROTECTION
CLASS B RIP RAP
SEE DETAIL 27, PSH 2D-1
TOE PROTECTION
CLASS B RIP RAP
PSH 2D-1
SEE DETAIL 35
FALSE SUMP
SEE DETAIL 21, PSH 2D-1
2-FT BASE DTICH
SPECIAL LATERAL 18" RCP-VSEE DETAIL 25, PSH 2D-1
4-FT BASE DTICH
SPECIAL LATERAL
SEE DETAIL 6, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 27, PSH 2D-1
TOE PROTECTION
CLASS B RIP RAP
SEE SHEET 7MATCHLINE -L- STA. 46+00.00SEE S
HEET 7MATC
HLINE -RPB- ST
A. 16+00.00NAD 83/NA 2011 MATCHLINE -L- STA. 33+00.00SEE SHEET 5 MATCHLINE -Y2A- STA. 16+50.00SEE SHEET 5SEE SHEET 2D-1 FOR DRAINAGE DITCH DETAILS
SEE SHEET 26 FOR -Y2A- PROFILE
SEE SHEET 21 FOR -RPB- PROFILE
SEE SHEET 16 & 17 FOR -L- PROFILE
SITE 3 CLEARING
MECHANIZED
EXCAVATION
SEE INSET 6A
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
6R-2561CA
PAVEMENT DESIGN6/2/998/19/2020...\R-2561CA_hyd_wet_PSH6.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
GRAPHIC SCALE
0'50'50'25'
SHEET 14 OF 69
PERMIT DRAWING
CLEARING
DENOTES MECHANIZED
WETLAND
DENOTES FILL IN
C
C
C
C
C
C
C
C
C
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
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
F
C
F
C
F
C
F
C
F
C
F
C
F
C
C
C
C
F
C
F
F
F
F
F
3637373737
373838
3838
38
38
3838
38
39
393939
39393939
39
3939393939
393939
39 4040
40
404040
4040
404 0
40404040
40
404040
40404040404040
404
04040
4040
40404040404040404040 4040
4040
40
40
40
404141 414141
414141
41
4141
4141
41414
1
414141414141 41
41414141414141414141414141
4141414141
41
41 4141
4141
4141
41
4141 414 1 414141
41414141 41
414141 4141
4141
41
4141
41
41
4141
4141
41
4141
41
4
1
41
41
41
41
41
4
1414141
414141 41
4
1
4141
41414141
41
414141
4141
4141
414141
4141
4141
41
41
4141 4
1
41
41 4141
4141 4141 41414141
41
41414
1 41414141414141414141
414141
41
414141
41
41
41
41
41
41
41
41
414242
42
42 42
424242424242424242424242
42 424242
42
42424242
42 424
2
42
4242 4242
42
4242
4242
424242
42
4242
4
2 42424242
42
4242
42
4242
42 4242
4
2 4242 4242424242 4242
42
424242
42
42
4242
4242424242
42 4242424242
4242424242424242424242
42 4242
4242424242424242
4242424242
42
4242
42
42424242
4
2
42
42
42
42
42
43434343434343
43
43 434343434
3
43
43
43
4343
43
43
43 434343 4343
43
43 434343
43
434343 43
43
43
4343
43
43
4343
43
4343
43
43
4343 43
43
43
444444
44
444545 v
1SFDSOILWOODS
WOODS
CULTIVATED
WOODS
GRASS
INV=38.50'
INV=38.59'24" RCP8' SOIL9' SOILCONC
12' SOIL10' SOIL13' SOIL14' SOIL8' SOILWOODS
WOODS
1SFD
1SMTLB
B
B
RUINS
RUINS
RUINS 1SMTLB1SMTLB1SMTLB
1SMTLB
S 1SMTLB1SBLKD
S
S
9' SOI
L1SFD
1SFD
B
GUY
24" CONC
HW
CONC
24" CONC 48" CONCPOST
WD
15" RCP15" RCP15" RCP
44" MTL
54" MTL
15" RCP
15" RCP 15" RCP
44" MTL
44" MTL44" MTLEIP
EIP
EIP
EIP
JAMES DALE GARVER JR
JAMES DALE GARVER SR
EXSITING R/W
EXSITING R/W
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS 100.00'WOODS
WOODS
32' PAVED ROADWAY
NC 87 (OLD STAGE HWY)
EIP
GENOBLE H. KING
DONNELL KING
F & J PROPERTIES
15" RCP
15" RCP
HW
CONC
HW
CONC
10' GRGR
B
RUINS
6" HDPE
b
aT
T
EOI
POND
PRIVATE
GRASS
R/W-EIS
0.57'
EIP
WOODS
WOODS
WOODS
UTILITY ESMT.
FOUR COUNTY EMC
VAR WIDTH
UTILITY ESMT.
FOUR COUNTY EMC
VAR WIDTH
VAR WIDTH FOUR COUNTY ELECTRIC MEMBERSHIP CORPARATION UTILITY ESMT.
15' BELLSOUTH UTILITY ESMT.15' BELLSOUTH UTILITY ESMT.
EIP
EIP
EIP
15" RCP
NO OWNER INFO FOUND
JAMES DALE GARVER JR
JAMES DALE GARVER SRJOHN V BROWN JR
BERTIE B BIBBS
GENE MILLER
NAOMI MILLER
NAOMI MILLER
GENE MILLER
JESSIE BELL BROWN
COREY C SHAW
COREY C SHAW
JOHNNY SHAW
COREY C SHAW WARRIETTE WILLIAMS-HARDYEDNA DIXONGWENDOLYN HALL BROWN
GWENDOLYN HALL BROWNF & J PROPERTIES
14
30
17
17
18
19
20
21
20
23
24
25
26 27
28
29
30
35 40 45
10
15
-RPB- SC Sta. 12+00.00 -RPB- CS Sta. 15+91.75
-RPB- ST Sta. 10+00.00
-L1- POT Sta. 28+31.59 L.B. (35' RT)=
-Y2A- POT Sta. 19+55.36
-L- POT Sta. 40+34.03 (47' LT.)=
2GI
24"
REMOVEREMOVE
24"REMOVEREMOVE
REMOVE
REMOVE
24"18" RCP-III 2GI-A
2GI-A
2GI-A
2GI-A
30" RCP-IIISEE DETAIL 35
FALSE SUMP
REMOVE
REMOVE
REMOVE
REMOVE 30" RCP-III 30" RCP-III
30" RCP-III
30" RCP-III
18" RCP-III
SEE DETAIL 9, PSH 2D-1
MEDIAN 'V' DITCH
SEE DETAIL 9, PSH 2D-1
MEDIAN 'V' DITCH
SEE DETAIL 9, PSH 2D-1
MEDIAN 'V' DITCH
SEE DETAIL 2, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 4, PSH 2D-1
BASE DITCH
SPECIAL LATERAL 2-FT
SEE DETAIL 6, PSH 2D-1
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 2, PSH 2D-1
SPECIAL LATERAL 2-FT BASE DITCH
PSH 2D-1
SEE DETAIL 37
FALSE SUMP
SEE DETAIL 27, PSH 2D-1
TOE PROTECTION
CLASS B RIP RAP
SEE DETAIL 27, PSH 2D-1
TOE PROTECTION
CLASS B RIP RAP
PSH 2D-1
SEE DETAIL 35
FALSE SUMP
SEE DETAIL 21, PSH 2D-1
2-FT BASE DTICH
SPECIAL LATERAL 18" RCP-VSEE DETAIL 25, PSH 2D-1
4-FT BASE DTICH
SPECIAL LATERAL
SEE DETAIL 6, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 27, PSH 2D-1
TOE PROTECTION
CLASS B RIP RAP
SEE SHEET 7MATCHLINE -L- STA. 46+00.00SEE S
HEET 7MATC
HLINE -RPB- ST
A. 16+00.00NAD 83/NA 2011 MATCHLINE -L- STA. 33+00.00SEE SHEET 5 MATCHLINE -Y2A- STA. 16+50.00SEE SHEET 5SEE SHEET 2D-1 FOR DRAINAGE DITCH DETAILS
SEE SHEET 26 FOR -Y2A- PROFILE
SEE SHEET 21 FOR -RPB- PROFILE
SEE SHEET 16 & 17 FOR -L- PROFILE
SITE 3 CLEARING
MECHANIZED
EXCAVATION
SEE INSET 6A
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
6R-2561CA
PAVEMENT DESIGN6/2/998/19/2020...\R-2561CA_hyd_wet_PSH6_Contours.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
GRAPHIC SCALE
0'50'50'25'
SHEET 15 OF 69
PERMIT DRAWING
WETLAND
DENOTES FILL IN
CLEARING
DENOTES MECHANIZED
C
C
C
C
C
C
C
C
C
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
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
F
C
F
C
F
C
F
C
F
C
F
C
F
C
C
C
C
F
C
F
F
F
F
F
INV=38.50'
INV=38.59'24" RCP13' SOIL14' SOILRUINS
RUINS
RUINS
HW
CONC
15" RCP15" RCP
WOODS
WOODS
WOODS
WOODS
WOODS
32' PAVED ROADWAY
NC 87 (OLD STAGE HWY)
15' BELLSOUTH UTILITY ESMT.
COREY C SHAW
GWENDOLYN HALL BROWN
21
REMOVE2GI-A
30" RCP-IIIREMOVE
REMOVE 30" RCP-III18" RCP-III
SEE DETAIL 9, PSH 2D-1
MEDIAN 'V' DITCH
SEE DETAIL 9, PSH 2D-1
MEDIAN 'V' DITCH
PSH 2D-1
SEE DETAIL 37
FALSE SUMP
SEE DETAIL 27, PSH 2D-1
TOE PROTECTION
CLASS B RIP RAP
SITE 3
CLEARING
DENOTES MECHANIZED
GRAPHIC SCALE
0'25'25'12.5'
INSET 6A
SHEET 16 OF 69
PERMIT DRAWING
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
6AR-2561CA
PAVEMENT DESIGN6/2/998/21/2020...\R-2561CA_hyd_wet_PSH6A.dgnUSER:toverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
WETLAND
DENOTES FILL IN
NAD 83NC GRIDFROM STA. 36+40 TO STA. 39+00 -L- LT
Fill Slope3:1 or Flatter
b= 2.0 Ft.
d= 1.0 Ft.
TYpe of Liner= Class B Rip-Rap
b
DETAIL 27
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
F F F F F F F
39
3939
40404040 4040404040
40
41 4141
41414141
4141
41 41414141
41
41
41 4141424242424242424242434343
INV=38.50'
INV=38.59'24" RCP13' SOIL14' SOILRUINS
RUINS
RUINS
HW
CONC
15" RCP15" RCP
WOODS
WOODS
WOODS
WOODS
WOODS
32' PAVED ROADWAY
NC 87 (OLD STAGE HWY)
15' BELLSOUTH UTILITY ESMT.
COREY C SHAW
GWENDOLYN HALL BROWN
21
REMOVE2GI-A
30" RCP-IIIREMOVE
REMOVE 30" RCP-III18" RCP-III
SEE DETAIL 9, PSH 2D-1
MEDIAN 'V' DITCH
SEE DETAIL 9, PSH 2D-1
MEDIAN 'V' DITCH
PSH 2D-1
SEE DETAIL 37
FALSE SUMP
SEE DETAIL 27, PSH 2D-1
TOE PROTECTION
CLASS B RIP RAP
SITE 3
SHEET 17 OF 69
PERMIT DRAWING
INSET 6A
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
6AR-2561CA
PAVEMENT DESIGN6/2/998/21/2020...\R-2561CA_hyd_wet_PSH6A_Contours.dgnUSER:toverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
CLEARING
DENOTES MECHANIZED
WETLAND
DENOTES FILL IN GRAPHIC SCALE
0'25'25'12.5'
NAD 83NC GRIDFROM STA. 36+40 TO STA. 39+00 -L- LT
Fill Slope3:1 or Flatter
b= 2.0 Ft.
d= 1.0 Ft.
TYpe of Liner= Class B Rip-Rap
b
DETAIL 27
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
F F F F F F F
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
130130
130130
140140
140140
150150
150150
8/14/2020...\R-2561CA_prm_wet_xpl_L.dgnUSER:tdoverbyPROJ. REFERENCE NO.SHEET NO.0
6/23/1640 40
50 50
30 30
34+50.00
40 40
50 50
30 30
35+00.00
40 40
50 50
30 30
35+50.00
40 40
50 50
30 30
36+00.00
40 40
50 50
30 30
36+50.00
40 40
50 50
30 30
37+00.00
X-11R-2561CA
-L-
5 10
SHEET 18 OF 69
PERMIT DRAWING
WETLAND
SITE 3
WETLAND
SITE 3
WETLAND
SITE 3
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
WETLAND
FILL IN
WETLAND
FILL IN
WETLAND
FILL IN
CLEARING
MECHANIZED
E
42.30
6:1
0.0250.025
6
:1
42.48
6
:1E. EOTE. EOT4:1
39.613:139.51
3:1
40.96
0.025
0.025
6:1
41.78
4
:1
6
:1E. EOTE. EOT3:139.44
4:1
39.23
3:1
40.38
0.025
4:1
0.025
6:1
41.98
4
:1
6
:1E. EOTE. EOT38.94
3:1
39.97
0.0254:1
0.025
6:1
42.18
5
:1
6
:1E. EOTE. EOT38.66
3:1
39.94
0.025
4:1
0.025
6:1
42.46
5
.5
:1 E. EOTE. EOT3:1
38.38
5
:1
39.87
0.025
4:1
0.025
6
:1
42.74
6:1
38.10
3:14:1E. EOTE. EOT
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
130130
130130
140140
140140
150150
150150
8/14/2020...\R-2561CA_prm_wet_xpl_L.dgnUSER:tdoverbyPROJ. REFERENCE NO.SHEET NO.0
6/23/1640 40
50 50
30 30
37+50.00
40 40
50 50
30 30
38+00.00
40 40
50 50
30 30
38+50.00
40 40
50 50
30 30
39+00.00
40 40
50 50
30 3039+50.00
40 40
50 50
60 60
30 3040+00.00
X-12R-2561CA
5 10
EXCAVATION
UNDERCUT
EXCAVATION
UNSUITABLE
SHEET 19 OF 69
PERMIT DRAWING
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY WETLAND
SITE 3
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY WETLAND
SITE 3
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY WETLAND
SITE 3
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY WETLAND
SITE 3
WETLANDS
FILL IN
WETLANDS
FILL IN
WETLANDS
FILL IN
WETLANDS
FILL IN
CLEARING
MECHANIZED
CLEARING
MECHANIZED
CLEARING
MECHANIZED
CLEARING
MECHANIZED
E
E
CA
CA
39.46
6
:1
0.025
6:1
4:1
0.025
6:1
5
.6
:1
42.69
40.38E. EOTE. EOT39.44
0.025
4:1
0.025
6:1
42.84
5
.75
38.50
3:1
4
:1E. EOTE. EOT0.025
39.21
4:1
0.025
6
:1
42.99
6:1
38.35
3:14:1
4
:1E. EOTE. EOT41.35
0.025
4:1
0.025
6:15.1
:1
42.68
38.20
3:14:1E. EOTE. EOT38.85
0.025
4:1
0.025
6:1
41.25
4
.4
:1
38.01
4
:1 3:142.37 E. EOTE. EOT38.54
0.025
4:1
0.025
6:1
42.45
5
:1
42.53
37.814:1 3:1E. EOTE. EOTBEGIN SHALLOW UNDERCUT AT STA. 40+25
vNC 87 (OLD STAGE ROAD)
NC 87 (OLD STAGE ROAD)
1SFD
GARAGE 1SFDWOODSWOODS 2SFDCOV PORCHCOV PORCHCOV PORCHWOODSWOODSWOODS WOODSWOODSWOODS72" WD WOODSCH
1SFD
CEMETARY
CEMETARY
CEMETARY
CEMETARY
WOODS
WOODS
NC 87 (OLD STAGE ROAD)NC 87 (OLD STAGE ROAD)WEYMAN CREEKWEYMAN CREEKWEYMAN CREEK
WEYMAN CREEKWEY
MAN CREEK
WEYMAN CREEK
WEYMAN CREEKWEYMAN CREEKWEYMAN CREEKWEYMAN CREEKWOODS
WOODS
2SFD
CULTIVATED
CULTIVATED
WOODS
W
O
O
D
SWOODS100.00'EXSITING R/W
EXSITING R/W
I
NV=30.64'
I
NV=30.68'INV=30.88'
I
NV=33.71'
I
NV=30.31'
31' PAVED ROADWAY 32' PAVED ROADWAY 32' PAVED ROADWAYNC-11 SOUTH (GENERAL HOWE ROAD)26' PAVED ROADWAYNC-11 SOUTH (GENERAL HOWE ROAD)VAR. PAVED ROADWAYNC-11 SOUTH (GENERAL HOWE ROAD)VAR. PAVED ROADWAY30" RCP30" RCP30" RCP10' SOIL9' SOILMARGARET E. CLINKSCALES
JIMMIE R. HEATH
JIMMIE R. HEATH
SHERRILL D. RIDENHOUR
JIMMIE R. HEATH
WAYMAN METH. EPISCOPAL CHURCH SOUTH
JERRY DONALD EASON
JIMMIE R. HEATH
JERRY DONALD EASON
JIMMIE R. HEATH
EIP
JIMMIE R. HEATH
JIMMIE R. HEATH
JIMMIE R. HEATH100.00'EXISTING R/W
EXISTING R/W150.00'EXISTING R/WEXISTING R/W150.00'EXISTING R/WEXISTING R/WWALL
8" BLK
22" MTL42" MTL
42" MTLWALL
12" BLK
15" RCP
15" RCP
15" RCP
18" RCP
18" RCPGUY15" RCP
15" RCP
CABLE
18" RCP15" RCP15" RCP42" WDSS
SHTRWWD
WD
GUY
GCANMTL
CANMTL
BBRIDGEFOOT GUYCONC ISLCONC ISLGATE10' SOIL10' CONCCONC DITCH72" WDG10' CONC10' CONC
8' SOIL
24" RCPHW
CONC
HW
CONC
CUL1CUL2CUL3CUL4CUL5
CUL6
CE1
HW1
HW2
CE2
CUL7CUL8CUL9CUL10CUL11CUL12
HW
CONCHW
CONC
INV=28.09
INV=28.40 CULVERTTHREE BARRELb
PHH
HHP
b
b
HI
PHHHHP
PHHHHP
HHHHb P}
PHH
HHPbPHHHHP
REDUCER EOIEOI
EOI
EOI
EOIEOIEOIEOIEOI
PIPING FOUNDNO ASSOCIATEDWATER METERPRIVATE POND
PAVED DITCH
WALL
8" BLK
WALL
8" BLK
WALL
8" BLK
15" RCP
VAR CONC
PRIVATE PONDVAR SOILVAR CONCCONC
VARPRIVATE PONDEIP
HW
CONC
vvvCONC HW
CONC HW
WOODSWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS WOODS WOODS
WOODS
WOODS
WOODS
WOODS
WOODSPRIVATE PONDWOODS
VAR WIDTH FOUR COUNTY ELECTRIC MEMBERSHIP CORPARATION UTILITY ESMT.UTI
LI
TY ESMT.FOUR COUNTY EMCVAR WI
DTH UTILITY ESMT.FOUR COUNTY EMCVAR WIDTH15' BELLSOUTH UTILITY ESMT.CONC/GRAVEL SLAB24" RCP
24" RCPNOT FOUNDPIPE END BURIED30" RCPJOHN B. WEBB
LILLIAN L. WEBB
PATRICIA FLOWERS
F & J PROPERTIES
WALLACE W. EVERETT
MELODY D. WAGNER
JIMMIE R. HEATH
JERRY DONALD EASON
ARLENE FLOWERS MURRAY
KARIM CASON
SYLVIA C. REVIS
JOHN C. STOCKS
JOHN C. STOCKS
BETTY ANN MYERS COOK
DOUGLAS M. COOK
ANDREA M. KENDALLDAVID L. KENDALLEXSITING R/W
EXSITING R/W
F & J PROPERTIES
30
35
37
45
46
47
48
49
42
44
41
33
34
40
32
31
36
50
32
47
46
45
30
W Q
50 55 60 65 70
30354010
1520
-LPD- POT Sta. 20+57.22
101520
20
25
-RPB- POT Sta. 25+78.41
10
15
20
TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77 GREU TL-3
GREU TL-3
GREU TL-3
TYPE B-77
GREU TL-3
CAT-1
TYPE B-77
TYPE B-77
IA-MASH TL-3
IA-MASH TL-3TYPE B-77
TYPE B-77
-Y- PT Sta. 28+40.41
-RPD- POT Sta. 24+92.89
-RPD- PT Sta. 23+42.81
-LPD- ST Sta. 19+11.29
-LPD- CS Sta. 17+51.29
-Y- POT Sta. 34+01.72
-L- POT Sta. 55+28.00
D = 82 10' 58.8"GREU TL-3GREU TL-38:18:1
8:18:1
TYPE B-77TYPE B-77TYPE B-77TYPE B-778:1
-RPB- SRS Sta. 17+91.75
-RPB- SC Sta. 19+91.75
-RPB- PT Sta. 23+80.09
-LPB- CS Sta. 18+11.39
-LPB- ST Sta. 19+71.39
-LPB- SC Sta. 11+60.00
-LPB- ST Sta. 10+00.00=
-L- POT Sta. 53+59.17 (47' LT.)
-LPD- SC Sta. 11+60.00
-L- POT Sta. 57+17.46 (47' RT.)=
-LPD- TS Sta. 10+00.00
-RPD- SC Sta. 19+73.11
-RPD- SRS Sta. 17+73.11
-RPD- CS Sta. 15+73.11
-RPD- SC Sta. 12+00.00
-RPD- ST Sta. 10+00.00=
-LPD-
PIs Sta 11+07.16
F
Ls = 160.00'
LT = 107.16'
ST = 53.78'
PIs Sta 18+65.18
F
Ls = 160.00'
LT = 107.16'
ST = 53.78'
PI Sta 18+67.62
D
L = 651.39'
T = 707.62'
R = 270.00'
-LPB-
S.E. = 8%
PIs Sta 11+07.24
F
Ls = 160.00'
LT = 107.24'
ST = 53.86'
PI Sta 17+71.29
D
L = 591.29'
T = 611.29'
R = 250.00'
PIs Sta 18+05.15
F
Ls = 160.00'
LT = 107.24'
ST = 53.86'
S.E. = 8%
PI Sta 21+61.72
D
L = 369.70'
T = 188.60'
R = 758.00'
PIs Sta 19+06.57
F
Ls = 200.00'
LT = 133.46'
ST = 66.78'
PIs Sta 16+39.89
F
Ls = 200.00'
LT = 133.46'
ST = 66.78'
PI Sta 13+90.42
D
L = 373.11'
T = 190.42'
R = 758.00'
PIs Sta 11+33.46
F
Ls = 200.00'
LT = 133.46'
ST = 66.78'
-RPD-
S.E. = 8%S.E. = 8%
-DR5-
PI Sta 19+51.92
D
L = 1,791.81'
T = 903.32'
R = 5,714.14'
-Y-
S.E. = 3%
R.O. = 81'
R.O. = 200'GREU TL-3S.E. = NC S.E. = NC
8:1
-DR5-
PI Sta 10+93.89
D
L = 76.98'
T = 42.27'
R = 75.00'
PI Sta 11+67.58
D
L = 71.89'
T = 38.98'
R = 75.00'
-DR5- POT 10+00.00
-DR5- PC 10+51.62
-DR5- PRC 11+28.60
-DR5- PT 12+00.50
CGAU
CGAU
CGAU
CGAU
-DR5- POT 12+50.15
-Y- POC Sta. 28+12.88=
-Y- POC Sta. 27+86.39=
-Y- POT Sta. 40+53.42=
-L- POT Sta. 69+46.00 (47' RT.)=
-Y- POT 29+38.76=
CGAU
8:1
-Y- POT Sta. 40+27.42=
-LPB- POT Sta. 20+94.26
PIs Sta 11+33.46
F
Ls = 200.00'
LT = 133.46'
ST = 66.78'
PI Sta 14+00.35
D
L = 391.75'
T = 200.35'
R = 758.00'
PIs Sta 16+58.53
F
Ls = 200.00'
LT = 133.46'
ST = 66.78'
PIs Sta 19+25.21
F
Ls = 200.00'
LT = 133.46'
ST = 66.78'
PI Sta 21+90.28
D
L = 388.34'
T = 198.53'
R = 758.00'
-RPB-
S.E. = 8%S.E. = 8%
R.O. = 200'
HISTORIC PROPERTY
QUADRANTS B AND D.
NOTE: CLEAR ENTIRE AREA INSIDE OF LOOPS FOR
REMOVE
REMOVE
REMOVE
JB w/MH
2GI
15" RCP-III
JB w/MH
24"2GI
REMOVE
2GI
CB
DI
DI
CB
15" RCP-V CB 2GI
CB
REMOVE15" RCP-
III
15" RCP-IV 15" RCP-
I
V
15" RCP-III
15" RCP-III
DI DI
DI
CB
CB
2GI
2GI
2GI
2GI
2GI
18" RCP-
I
I
I
30"18"15" RCP-IV RCP-IV
15"2GI2GI
2GI
2GI
2GI
2GI15" RCP-IV 15" RCP-IV
HW
REMOVEREMOVEHW
HW
HW
REMOVEREMOVE
REMOVE
REMOVE2GI-A 2GI-A
2GI-A 2GI-A
2GI-A
30" RCP-III15"15" RCP-IV
CB
CB
30" RCP-IV
15"
R
CP-IV 15" RCP-
I
V
18"18" RCP-III30" RCP-IV
30" RCP-III
30"18"
24"2GI-A 2GI-A
15" RCP-IV
2GI-A
2GI-A
2GI-A
24"24"
2GI
2GI
REMOVE
2GISEE DETAIL 35
FALSE SUMP
1
8
" RCP-III
2GI
REMOVE
REMOVE
w/ 2 ELBOWS15" ELBOWSw/ 218" 36"36" RCP-III2GI-D
15" w/2 ELBOWS
15" w/2 ELBOWS
15" w/2 ELBOWS
15" w/2 ELBOWS
15" w/2 ELBOWS
15" w/2 ELBOWS
15" w/2 ELBOWS
15" w/2 ELBOWSREMOVE2GI-A
15"
TB2GI
ELBOWS18" w/ 22GI36" R
C
P-V
36" R
CP-I
V
2
4
" RCP-III 15" RCP-
I
I
I
24" RCP-V
54" RCP-IV
54" RCP-IV
36" RCP-III
36" RCP-III
36" RCP-III36" RCP-III30" RCP-III ELBOWS15" w/2CHANNEL
BACKFILL EXISTING
CHANNEL
BACKFILL EXISTING
CHANNEL
BACKFILL EXISTING
4
8"
R
C
P-I
V15" RCP-III

2GI
24"
SEE DETAIL 6, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 7, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 20, PSH 2D-1
BASE DITCH
SPECIAL LATERAL 2-FT
SEE DETAIL 23, PSH 2D-1
w/CLASS B RIP RAP
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 9, PSH 2D-1
MEDIAN 'V' DITCH
SEE DETAIL 4, PSH 2D-1
BASE DITCH
SPECIAL LATERAL 2-FT
SEE DETAIL 6, PSH 2D-1
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 22, PSH 2D-1
BASE DITCH
SPECIAL LATERAL 4-FT
SEE DETAIL 5, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 16, PSH 2D-1
w/CLASS B RIP RAP
BASE DITCH
SPECIAL LATERAL 2-FT
SEE DETAIL 6, PSH 2D-1
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 5, PSH 2D-1
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 5, PSH 2D-1
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 6, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 6, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 5, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 4, PSH 2D-1
SPECIAL LATERAL 2-FT BASE DITCH
SEE DETAIL 2, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
HW
EST. DDE:=180 CY
L=77 FT; GRADE: 0.33%
SEE DETAIL 38, PSH 2D-1
DITCH w/ CLASS I RIP RAP
STANDARD 4-FT BASE
SEE DETAIL 5, PSH 2D-1
'V' DITCH
SPECIAL LATERAL
EST. DDE=496 CY
L=221 FT; GRADE: 0.29%
SEE DETAIL 13, PSH 2D-1
w/CLASS B RIP RAP
STANDARD 2-FT BASE DITCH
EST. DDE=375 CY
L=222 FT; GRADE: 0.34%
SEE DETAIL 14, PSH 2D-1
w/CLASS I RIP RAP
STANDARD 4-FT BASE DITCH
EST. DDE=50 CY
L=72 FT; GRADE: 0.24%
SEE DETAIL 14, PSH 2D-1
w/CLASS I RIP RAP
STANDARD 4-FT BASE DITCH
EST. DDE=150 CY
PSH 2D-1
SEE DETAIL 12,
BASE DITCH
LATERAL 2-FT
EST. DDE=150 CY
L=104 FT; GRADE: 0.55%
SEE DETAIL 13, PSH 2D-1
w/CLASS B RIP RAP
STANDARD 2-FT BASE DITCH
DDE: 178 CY
L=100 FT; GRADE: 0.27%
SEE DETAIL 38, PSH 2D-1
w/CLASS I RIP RAP
STANDARD 4-FT BASE DITCH
SEE DETAIL 40, PSH 2D-1
AT EMBANKMENT
CLASS 'II' RIP RAP
SEE DETAIL 36, PSH 2D-1
AT EMBANKMENT
CLASS 'II' RIP RAP
SEE DETAIL 19, PSH 2D-1
TOE PROTECTION
CLASS B RIP RAP
SEE DETAIL 1, PSH 2D-1
BASE DITCH
SPECIAL LATERAL 2-FT
DDE: 594 CY
L=156 FT; GRADE: 0.90%
SEE DETAIL 13, PSH 2D-1
w/CLASS B RIP RAP
STANDARD 2-FT BASE DITCH
SEE DETAIL 10, PSH 2D-1
w/CLASS I RIP RAP
4-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 5, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
EST. DDE=62 CY
L=50 FT; GRADE: 0.50%
SEE DETAIL 38, PSH 2D-1
w/CLASS I RIP RAP
STANDARD 4-FT BASE DITCH
PSH 2D-1
SEE DETAIL 35
FALSE SUMP
PSH 2D-1
SEE DETAIL 34
FALSE SUMP
PSH 2D-1
SEE DETAIL 35
FALSE SUMP
PSH 2D-1
SEE DETAIL 33
FALSE SUMP
PSH 2D-1
SEE DETAIL 35
FALSE SUMP
PSH 2D-1
SEE DETAL 37
FALSE SUMP
PSH 2D-1
SEE DETAIL 35
FALSE SUMP
PSH 2D-1
SEE DETAIL 34
FALSE SUMP
SEE DETAIL 18, PSH 2D-1
CHANNEL CHANGE
SEE DETAIL 24, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
EST. DDE=75 CY
L=100 FT; GRADE=0.00%
SEE DETAIL 28, PSH 2D-1
STANDARD 'V' DITCH
SEE DETAIL 4, PSH 2D-1
BASE DITCH
SPECIAL LATERAL 2-FT
SEE DETAIL 6 , PSH 2D-1
SPECIAL LATERAL 'V' DITCH
EST. DDE=160 CY
PSH 2D-1
SEE DETAIL 12,
BASE DITCH
LATERAL 2-FT
EST. DDE=50 CY
SEE DETAIL 17, PSH 2D-1
LATERAL 'V' DITCH
PSH 2D-1
SEE DETAIL 37
FALSE SUMP
PSH 2D-1
SEE DETAIL 33
FALSE SUMP
DDE - 770 CY
L=300 FT; GRADE: 1.88%
SEE DETAIL 15, PSH 2D-1
w/CLASS B RIP RAP
STANDARD 2-FT BASE DITCH
PSH 2D-1
SEE DETAIL 5,
'V' DITCH
SPECIAL LATERAL
PSH 2D-1
SEE DETAIL 1,
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 6, PSH 2D-1
'V' DITCH
SPECIAL LATERAL
2@54" RCP
-IV
BUR
IED
1
-FT
BOTH
ENDS
W/APPROXIMATE 28-FT BASE
AND RE-ESTABLISH CHANNEL
CULVERTREMOVE EXISTING
TO ELEV.=15.0 (TYP)
CLASS 'II' RIP RAP
REMOVE
24"
TB2GI
TB2GI
TB2GI
w/2 ELBOWS
15"
15" RCP-III 18" RCP-III
SEE SHEET 11MATCHLINE -Y- STA. 27+00.00
4700
4182
2300
1955
2400
2141
400
314
700
614
300
214
2040 ADT
2021 ADT
9000
7273
NC 11
NC 11
NC 87 NC 877200
5646
2/25/2021...\R-2561CA_hyd_wet_PSH7.dgnUSER:tdoverbyLOCATION:
DESIGNED BY:
CHECKED BY:
COUNTY:TIP NO.:
DATE:
PLANS
0
GRAPHIC SCALE
REVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
50 25 50 100 SEE SHEET 8MATCHLINE -L- STA. 74+00.00 SEE S
HEET 6MATC
HLINE -RPB- STA. 16+00.00
in Relation to Proposed Bridge Width
Sketch showing Dimensions of Pavement
in Relation to Proposed Bridge Width
Sketch showing Dimensions of Pavement
Hotty Toddy
1 Glenwood Avenue
Raleigh, NC 27603
Tel:[phone]
Fax:[phone]
License: C-2197
Engineering & Construction, Inc. MATCHLINE -L- STA. 46+00.00 SEE SHEET 6SEE SHEET 12MATCHLINE -Y- STA. 42+00.00

A
NILORAC HTRON
LA
NOISSEFORP
REENIGNE35621
SEAL
LLEWOH .M
WERDNAPROFESSIONALENGINEERNORTHCAROLINA
SEAL
.RJ ,RENDRAG .W LEINAD033871
SEE SHEETS S4-1 THRU S4-29 FOR STRUCTURE PLANS (-L- STA. 71+06.00)
SEE SHEETS S3-1 THRU S3-30 FOR STRUCTURE PLANS (-L- STA. 70+34.00)
SEE SHEETS S1-1 THRU S1-28 STRUCTURE PLANS (-Y- STA. 34+01.72)
SEE SHEET 2D-1 FOR DRAINAGE DITCH DETAILS
SEE SHEET 2B-5 FOR INTERSECTION DETAIL OF -Y-/-RPD-/-LPD-
SEE SHEET 2B-5 FOR INTERSECTION DETAIL OF -Y-/-RPB-/-LPB-
SEE SHEET 28 FOR -DR5- PROFILE
SEE SHEET 22 FOR -RPD- PROFILE
SEE SHEET 23 FOR -LPD- PROFILE
SEE SHEET 21 FOR -RPB- PROFILE
SEE SHEET 20 FOR -LPB- PROFILE
SEE SHEET 24 & 25 FOR -Y- PROFILE
SEE SHEET 17 & 18 FOR -L- PROFILE
SITE 5
SITE 4
SITE 4
SITE 7
SITE 8
SITE 9
SITE 9
SITE 5
SITE 6
SITE 4
IN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
TEMPORARY IMPACTS
EXCAVATION
FILL IN WETLANDS
MECHANIZED CLEARING
EXCAVATION
WETLANDS
FILL IN
EXCAVATION
WETLANDS
FILL IN
EXCAVATION
EXCAVATION
FILL IN WETLANDS
EXCAVATION
EXCAVATION
FILL IN WETLANDS
EXCAVATION
EXCAVATION
CLEARING
MECHANIZED
FILL IN WETLAND
CLEARING
MECHANIZED
MECHANIZED CLEARING
FILL IN WETLAND
FILL IN WETLAND
FILL IN WETLAND
MECHANIZED CLEARING
WETLANDS
FILL IN
FILL IN WETLANDS
FILL IN WETLANDS
WETLANDS
FILL IN
FILL IN WETLANDS
HAND CLEARING
HAND CLEARING
TO MITIGATION
TOTAL TAKE SUBJECT
SEE INSET 7A
SEE INSET 7C
SEE INSET 7B
SEE INSET 7E
SHEET 20 OF 69
PERMIT DRAWING
SEE INSET 7D
GRAPHIC SCALE
0'100'100'50'
CLEARING
DENOTES MECHANIZED
IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES HAND
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY NAD 83/NA 2011R-2561CA 7
C
C
C
C
C
F
C CC
C
C
C
C
C
C
C
F
C
F
C
F
C
F
C
F
C
F
F F CC
F
C
F
C
C
C
F
C
C C
C
C
C
C
C
C
C
C
C
C
C
F
F
C
F
C
F
C
F
C
C
C
F
C
F
C
C C C
C
C C
C
C
C
C
C
C
F F
C
F
C
FCCCCCFCFCFFFFCF
C
F
C
FFFFFFC
C
C
C
C
C
C
C
CCC
C
C
C
C
C
C
C
C
C
F
C
FF
F
F
C
C
C
F
C
F
C
C
C
C
C
F
C
F
C
C
C
C
C
C
C
C
C
C
C
F
C
F
C
F
C
F
CF
F
F
F
F
F
F
C
F
C
F
C
F
C
F
C
FCFCFCFCFCFFFFFFFFFFFFFFFFFFFFCFCFC
FCCFFFFFF
F F
F C
F
C
C
F
CC
C
C
F
F
C
C C C
C
C
F
F
F
F
C
C
C
F
-2-1-1
-10 00
1
1
2
2223
333 444445
55
55566666
6
6 77777
7777 777788 88
888888
8889
99
99
99
999 999
9999
9999
9
9999
9999
999
99
910101010
10101010
10 10101010101010 10101
0 1010
101010
10101010 101010 101010 101010
1010
101011111111111111111111
11111111
1111111111 111111111111111111
111111
11
11
1111 1111111111111111
11111111 111111
11111111
11
11 111111
11
1111
11
11
1111111111111111 1111
111111121212121212
12
12121212
12121212 1212
12
12
12
1212
1212
1313 131313
1313
13131313
1313131313 131314141414141414
141414
14141414141414
1414
1415
15 151515
15
15
15
15
1515151515
15
151515
15
1515151515 1515151616 161616
16
16161616
16
161616
1616161616161717171717171717
171717
1717171717171717
18
18 181818
181
8
1818
18
18
1818181818181818181819
19 191919
1919
1919
1919
19
191919
191919191919
19 1920
202020 2020
2020
2020
20
2020202020202020202020
20
202020202020 202020
2121 2121
21
212121
2121
2121
21212121212121212121212121 212122
22 222222
22222222
2222
22
22
222222
22
22
222222222222222222
2222
2323 2323
232323232323232323
2323
2323
2323232323 23232323232323
2424 242424
2424
24
24242424
2424
24
24242424
242424242424 242424242424242525
25
25
25
252525252525
2525252525
252525252525
252525
252525252525252525252525252525
252525252526262626262626262626262626
26
2626262626
262626
2626
262626
2626
26
2627
27272727
2727272727
2727
2727
27272727272727
272727
27
27
2727272727
2
7
2727
272727282828 2828
282828282828
28282828
28
28
282828282828
28
28282
8
282828
28282828 2828
28
28
2
8
2828
2
8
282828282828282828
28
28
292929 29292929292929292929292929
29292929
292929292929292929
2929
2929292929
29
2929
2929
29292929
29
2
9
29
292929 29
29
29
2929 292929
2929
292929
2929292929292929
29 292929
29
29
29
2930303030303030303030303030
30
30303030303030
3030
30303030303
030303030
303030
303030303030 30
30
30
30303
0
303030
30
3030
3030
303030
30
3030
30
3030
3
0
3030
3030303030
30
30
3030 30303030
30
30
30
3030
3030 30303030
30
30 303030303030 3030
30 303
0 303030 3030
30
30 3030
30
30
30313131 313131
313131
31
313131
31
31
3131
3131
3131
313
1
31313131313131
313131
31
3131
3131
3131
31
31313131
3131
31
31
3131 31
31
31
31
3131
31
31
31313
1
31 3132323232
32 3232
323232
32
323232323232
3
2
32323232
323232323232 323232
32
32323232
32
32
32
32
32
3232
32
3232
32323232323232323232
32
32
32
32333333333333333333
33
33333
3333
333333333
33
3333333333333333
33
333333
333
3333333
33
33333333 3333333434 343434
34
343434
3434343434
34 3434343434
3434
34343434
34
34
34343434
34343434 343434
3
4 3434
3434343434
3
4
34
343434
34353535353535 3535353535
35
353535
35
3535353535
35
3535
3535353535
35
35
35
35 3535353535353535
3535353535353535353535353535 35
35 3535
35
35
35
35353
5
35 3535363636363636
3636363636
36
363636
36
36
36
36363636363636363636
3636
3636363636363636 36363636363636
363636 3636363636
3
6
36
36
363636363636
363636
363636 36
363636363636363636
36
363636363
6
36
3636363636
363636
36
36
3636363
6
36
363636
3636363
6
363636363
636
3636363
6
36363636363
6
3636
36 373737373737373
737
373737373737
37
373737373737
37
37
37
373737
373737373737
373737373737
3737
37
37
3737
37 373737
37
373737
37 373
7 3737 3737 3737
37
37
3737373737
3
7
37
3737373737
3737
3
7
3737
37373738383838383838
38
38
38
38383838
383838
38
383838
3838383838383838
38 3838383
8 383838383838383838 3838383838
38
383838
38
38 38
383838 3838 38383838
38
3838
383838
38
38
38 3838
38
38383838
3
8383838
38 38383838
38
3838
38
383838
3838383838
38
38
3838
39
393939393939
39
3939
39
39
39 3939393939
393939
39
39
39 3939
39
393
9 3939
39 3939
3939 4040
404040
4040404040
40
404040404040404040
404040
40
40
40
4040
40
4141
4141
41
4141
41414141
4141
42 43vNC 87 (OLD STAGE ROAD)
NC 87 (OLD STAGE ROAD)
1SFD
GARAGE 1SFDWOODSWOODS 2SFDCOV PORCHCOV PORCHCOV PORCHWOODSWOODSWOODS WOODSWOODSWOODS72" WD WOODSCH
1SFD
CEMETARY
CEMETARY
CEMETARY
CEMETARY
WOODS
WOODS
NC 87 (OLD STAGE ROAD)NC 87 (OLD STAGE ROAD)WEYMAN CREEKWEYMAN CREEKWEYMAN CREEK
WEYMAN CREEKWEY
MAN CREEK
WEYMAN CREEK
WEYMAN CREEKWEYMAN CREEKWEYMAN CREEKWEYMAN CREEKWOODS
WOODS
2SFD
CULTIVATED
CULTIVATED
WOODS
W
OO
D
SWOODS100.00'EXSITING R/W
EXSITING R/W
I
NV=30.64'
I
NV=30.68'INV=30.88'
I
NV=33.71'INV=30.31' BENCH TIE SET IN 10" OAK43.07' RIGHT-BL- STA 30+42.87BM7 ELEV. 38.39'
BENCH TIE SET IN 14" OAK
9.91' RIGHT
-BY1- STA 75+08.93
BM3 ELEV. 22.44'

NORTH ANCHOR BOLT
CHISELED X ON
23.15' RIGHT
-BY1- STA 56+00.43
BM2 ELEV. 38.19'
31' PAVED ROADWAY 32' PAVED ROADWAY 32' PAVED ROADWAYNC-11 SOUTH (GENERAL HOWE ROAD)26' PAVED ROADWAYNC-11 SOUTH (GENERAL HOWE ROAD)VAR. PAVED ROADWAYNC-11 SOUTH (GENERAL HOWE ROAD)VAR. PAVED ROADWAY30" RCP30" RCP30" RCP10' SOIL9' SOILMARGARET E. CLINKSCALES
JIMMIE R. HEATH
JIMMIE R. HEATH
SHERRILL D. RIDENHOUR
JIMMIE R. HEATH
WAYMAN METH. EPISCOPAL CHURCH SOUTH
JERRY DONALD EASON
JIMMIE R. HEATH
JERRY DONALD EASON
JIMMIE R. HEATH
EIP
JIMMIE R. HEATH
JIMMIE R. HEATH
JIMMIE R. HEATH100.00'EXISTING R/W
EXISTING R/W150.00'EXISTING R/WEXISTING R/W150.00'EXISTING R/WEXISTING R/WWALL
8" BLK
22" MTL42" MTL
42" MTLWALL
12" BLK
15" RCP
15" RCP
15" RCP
18" RCP
18" RCPGUY15" RCP
15" RCP
CABLE
18" RCP15" RCP15" RCP42" WDSS
SHTRWWD
WD
GUY
GCANMTL
CANMTL
BBRIDGEFOOT GUYCONC ISLCONC ISLGATE10' SOIL10' CONCCONC DITCH72" WDG10' CONC10' CONC
8' SOIL
24" RCPHW
CONC
HW
CONC
CUL1CUL2CUL3CUL4CUL5CUL6
CE1
HW1
HW2
CE2
CUL7CUL8CUL9CUL10CUL11CUL12
HW
CONCHW
CONC
INV=28.09
INV=28.40 CULVERTTHREE BARRELb
PHH
HHP
b
b
HI
PHHHHP
PHHHHP
HHHHb P}
PHH
HHPbPHHHHP
REDUCER EOIEOI
EOI
EOI
EOIEOIEOIEOIEOI
PIPING FOUNDNO ASSOCIATEDWATER METERPRIVATE POND
PAVED DITCH
WALL
8" BLK
WALL
8" BLK
WALL
8" BLK
15" RCP
VAR CONC
PRIVATE PONDVAR SOILVAR CONCCONC
VARPRIVATE PONDEIP
HW
CONC
vvvCONC HW
CONC HW
WOODSWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS WOODS WOODS
WOODS
WOODS
WOODS
WOODS
WOODSPRIVATE PONDWOODS
VAR WIDTH FOUR COUNTY ELECTRIC MEMBERSHIP CORPARATION UTILITY ESMT.UTI
LI
TY ESMT.FOUR COUNTY EMCVAR WI
DTH UTILITY ESMT.FOUR COUNTY EMCVAR WIDTH15' BELLSOUTH UTILITY ESMT.CONC/GRAVEL SLAB24" RCP
24" RCPNOT FOUNDPIPE END BURIED30" RCPJOHN B. WEBB
LILLIAN L. WEBB
PATRICIA FLOWERS
F & J PROPERTIES
WALLACE W. EVERETT
MELODY D. WAGNER
JIMMIE R. HEATH
JERRY DONALD EASON
ARLENE FLOWERS MURRAY
KARIM CASON
SYLVIA C. REVIS
JOHN C. STOCKS
JOHN C. STOCKS
BETTY ANN MYERS COOK
DOUGLAS M. COOK
BENCH TIE SET IN 14" PINE
53.18' RIGHT
-BL- STA 21+85.96
BM6 ELEV. 35.49'ANDREA M. KENDALLDAVID L. KENDALLEXSITING R/W
EXSITING R/W
F & J PROPERTIES
30
35
37
45
46
47
48
49
42
44
41
33
34
40
32
31
36
50
32
47
46
45
30
WQ19
50 55 60 65 70
30354010
1520
-LPD- POT Sta. 20+57.22
101520
20
25
-RPB- POT Sta. 25+78.41
10
15
20
TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77 GREU TL-3
GREU TL-3
GREU TL-3
TYPE B-77GREU TL-3
CAT-1
TYPE B-77
TYPE B-77
IA-MASH TL-3
IA-MASH TL-3TYPE B-77
TYPE B-77
-Y- PT Sta. 28+40.41
-RPD- POT Sta. 24+92.89
-RPD- PT Sta. 23+42.81
-LPD- ST Sta. 19+11.29
-LPD- CS Sta. 17+51.29
-Y- POT Sta. 34+01.72
-L- POT Sta. 55+28.00
D = 82 10' 58.8"GREU TL-3GREU TL-3TYPE B-77TYPE B-77TYPE B-77TYPE B-77-RPB- SRS Sta. 17+91.75
-RPB- SC Sta. 19+91.75
-RPB- PT Sta. 23+80.09
-LPB- CS Sta. 18+11.39
-LPB- ST Sta. 19+71.39
-LPB- SC Sta. 11+60.00
-LPB- ST Sta. 10+00.00=
-L- POT Sta. 53+59.17 (47' LT.)
-LPD- SC Sta. 11+60.00
-L- POT Sta. 57+17.46 (47' RT.)=
-LPD- TS Sta. 10+00.00
-RPD- SC Sta. 19+73.11
-RPD- SRS Sta. 17+73.11
-RPD- CS Sta. 15+73.11
-RPD- SC Sta. 12+00.00
-RPD- ST Sta. 10+00.00=
-LPD-
PIs Sta 11+07.16
F
Ls = 160.00'
LT = 107.16'
ST = 53.78'
PIs Sta 18+65.18
F
Ls = 160.00'
LT = 107.16'
ST = 53.78'
PI Sta 18+67.62
D
L = 651.39'
T = 707.62'
R = 270.00'
-LPB-
S.E. = 8%
PIs Sta 11+07.24
F
Ls = 160.00'
LT = 107.24'
ST = 53.86'
PI Sta 17+71.29
D
L = 591.29'
T = 611.29'
R = 250.00'
PIs Sta 18+05.15
F
Ls = 160.00'
LT = 107.24'
ST = 53.86'
S.E. = 8%
PI Sta 21+61.72
D
L = 369.70'
T = 188.60'
R = 758.00'
PIs Sta 19+06.57
F
Ls = 200.00'
LT = 133.46'
ST = 66.78'
PIs Sta 16+39.89
F
Ls = 200.00'
LT = 133.46'
ST = 66.78'
PI Sta 13+90.42
D
L = 373.11'
T = 190.42'
R = 758.00'
PIs Sta 11+33.46
F
Ls = 200.00'
LT = 133.46'
ST = 66.78'
-RPD-
S.E. = 8%S.E. = 8%
-DR5-
PI Sta 19+51.92
D
L = 1,791.81'
T = 903.32'
R = 5,714.14'
-Y-
S.E. = 3%
R.O. = 81'
R.O. = 200'GREU TL-3S.E. = NC S.E. = NC
-DR5-
PI Sta 10+93.89
D
L = 76.98'
T = 42.27'
R = 75.00'
PI Sta 11+67.58
D
L = 71.89'
T = 38.98'
R = 75.00'
-DR5- POT 10+00.00
-DR5- PC 10+51.62
-DR5- PRC 11+28.60
-DR5- PT 12+00.50
CGAU
CGAU
CGAU
CGAU
-DR5- POT 12+50.15
-Y- POC Sta. 28+12.88=
-Y- POC Sta. 27+86.39=
-Y- POT Sta. 40+53.42=
-L- POT Sta. 69+46.00 (47' RT.)=
-Y- POT 29+38.76=
CGAU
-Y- POT Sta. 40+27.42=
-LPB- POT Sta. 20+94.26
PIs Sta 11+33.46
F
Ls = 200.00'
LT = 133.46'
ST = 66.78'
PI Sta 14+00.35
D
L = 391.75'
T = 200.35'
R = 758.00'
PIs Sta 16+58.53
F
Ls = 200.00'
LT = 133.46'
ST = 66.78'
PIs Sta 19+25.21
F
Ls = 200.00'
LT = 133.46'
ST = 66.78'
PI Sta 21+90.28
D
L = 388.34'
T = 198.53'
R = 758.00'
-RPB-
S.E. = 8%S.E. = 8%
R.O. = 200'
REMOVE
REMOVE
REMOVE
JB w/MH
2GI
15" RCP-III
JB w/MH
24"2GI
REMOVE
2GI
CB
DI
DI
CB
15" RCP-V CB 2GI
CB
REMOVE15" RCP-
III
15" RCP-IV 15" RCP-
I
V
15" RCP-III
15" RCP-III
DI DI
DI
CB
CB
2GI
2GI
2GI
2GI
2GI
18" RCP-
I
I
I
30"18"15" RCP-IV RCP-IV
15"2GI2GI
2GI
2GI
2GI
2GI15" RCP-IV 15" RCP-IV
HW
REMOVEREMOVEHW
HW
HW
REMOVEREMOVE
REMOVE
REMOVE2GI-A 2GI-A
2GI-A 2GI-A
2GI-A
30" RCP-III15"15" RCP-IV
CB
CB
30" RCP-IV
15"
R
CP-IV 15" RCP-
I
V
18"18" RCP-III30" RCP-IV
30" RCP-III
30"18"
24"2GI-A 2GI-A
15" RCP-IV
2GI-A
2GI-A
2GI-A
24"24"
2GI
2GI
REMOVE
2GISEE DETAIL 35
FALSE SUMP
1
8
" RCP-III
2GI
REMOVE
REMOVE
w/ 2 ELBOWS15" ELBOWSw/ 218" 36"36" RCP-III2GI-D
15" w/2 ELBOWS
15" w/2 ELBOWS
15" w/2 ELBOWS
15" w/2 ELBOWS
15" w/2 ELBOWS
15" w/2 ELBOWS
15" w/2 ELBOWS
15" w/2 ELBOWSREMOVE2GI-A
15"
TB2GI
ELBOWS18" w/ 22GI36" R
C
P-V
36" R
CP-I
V
2
4
" RCP-III 15" RCP-
I
I
I
24" RCP-V
54" RCP-IV
54" RCP-IV
36" RCP-III
36" RCP-III
36" RCP-III36" RCP-III30" RCP-III ELBOWS15" w/2CHANNEL
BACKFILL EXISTING
CHANNEL
BACKFILL EXISTING
CHANNEL
BACKFILL EXISTING
4
8"
R
C
P-I
V15" RCP-III

2GI
24"
SEE DETAIL 6, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 7, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 20, PSH 2D-1
BASE DITCH
SPECIAL LATERAL 2-FT
SEE DETAIL 23, PSH 2D-1
w/CLASS B RIP RAP
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 9, PSH 2D-1
MEDIAN 'V' DITCH
SEE DETAIL 4, PSH 2D-1
BASE DITCH
SPECIAL LATERAL 2-FT
SEE DETAIL 6, PSH 2D-1
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 22, PSH 2D-1
BASE DITCH
SPECIAL LATERAL 4-FT
SEE DETAIL 5, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 16, PSH 2D-1
w/CLASS B RIP RAP
BASE DITCH
SPECIAL LATERAL 2-FT
SEE DETAIL 6, PSH 2D-1
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 5, PSH 2D-1
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 5, PSH 2D-1
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 6, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 6, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 5, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 4, PSH 2D-1
SPECIAL LATERAL 2-FT BASE DITCH
SEE DETAIL 2, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
HW
EST. DDE:=180 CY
L=77 FT; GRADE: 0.33%
SEE DETAIL 38, PSH 2D-1
DITCH w/ CLASS I RIP RAP
STANDARD 4-FT BASE
SEE DETAIL 5, PSH 2D-1
'V' DITCH
SPECIAL LATERAL
EST. DDE=496 CY
L=221 FT; GRADE: 0.29%
SEE DETAIL 13, PSH 2D-1
w/CLASS B RIP RAP
STANDARD 2-FT BASE DITCH
EST. DDE=375 CY
L=222 FT; GRADE: 0.34%
SEE DETAIL 14, PSH 2D-1
w/CLASS I RIP RAP
STANDARD 4-FT BASE DITCH
EST. DDE=50 CY
L=72 FT; GRADE: 0.24%
SEE DETAIL 14, PSH 2D-1
w/CLASS I RIP RAP
STANDARD 4-FT BASE DITCH
EST. DDE=150 CY
PSH 2D-1
SEE DETAIL 12,
BASE DITCH
LATERAL 2-FT
EST. DDE=150 CY
L=104 FT; GRADE: 0.55%
SEE DETAIL 13, PSH 2D-1
w/CLASS B RIP RAP
STANDARD 2-FT BASE DITCH
DDE: 178 CY
L=100 FT; GRADE: 0.27%
SEE DETAIL 38, PSH 2D-1
w/CLASS I RIP RAP
STANDARD 4-FT BASE DITCH
SEE DETAIL 40, PSH 2D-1
AT EMBANKMENT
CLASS 'II' RIP RAP
SEE DETAIL 36, PSH 2D-1
AT EMBANKMENT
CLASS 'II' RIP RAP
SEE DETAIL 19, PSH 2D-1
TOE PROTECTION
CLASS B RIP RAP
SEE DETAIL 1, PSH 2D-1
BASE DITCH
SPECIAL LATERAL 2-FT
DDE: 594 CY
L=156 FT; GRADE: 0.90%
SEE DETAIL 13, PSH 2D-1
w/CLASS B RIP RAP
STANDARD 2-FT BASE DITCH
SEE DETAIL 10, PSH 2D-1
w/CLASS I RIP RAP
4-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 5, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
EST. DDE=62 CY
L=50 FT; GRADE: 0.50%
SEE DETAIL 38, PSH 2D-1
w/CLASS I RIP RAP
STANDARD 4-FT BASE DITCH
PSH 2D-1
SEE DETAIL 35
FALSE SUMP
PSH 2D-1
SEE DETAIL 34
FALSE SUMP
PSH 2D-1
SEE DETAIL 35
FALSE SUMP
PSH 2D-1
SEE DETAIL 33
FALSE SUMP
PSH 2D-1
SEE DETAIL 35
FALSE SUMP
PSH 2D-1
SEE DETAL 37
FALSE SUMP
PSH 2D-1
SEE DETAIL 35
FALSE SUMP
PSH 2D-1
SEE DETAIL 34
FALSE SUMP
SEE DETAIL 18, PSH 2D-1
CHANNEL CHANGE
SEE DETAIL 24, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
EST. DDE=75 CY
L=100 FT; GRADE=0.00%
SEE DETAIL 28, PSH 2D-1
STANDARD 'V' DITCH
SEE DETAIL 4, PSH 2D-1
BASE DITCH
SPECIAL LATERAL 2-FT
SEE DETAIL 6 , PSH 2D-1
SPECIAL LATERAL 'V' DITCH
EST. DDE=160 CY
PSH 2D-1
SEE DETAIL 12,
BASE DITCH
LATERAL 2-FT
EST. DDE=50 CY
SEE DETAIL 17, PSH 2D-1
LATERAL 'V' DITCH
PSH 2D-1
SEE DETAIL 37
FALSE SUMP
PSH 2D-1
SEE DETAIL 33
FALSE SUMP
DDE - 770 CY
L=300 FT; GRADE: 1.88%
SEE DETAIL 15, PSH 2D-1
w/CLASS B RIP RAP
STANDARD 2-FT BASE DITCH
PSH 2D-1
SEE DETAIL 5,
'V' DITCH
SPECIAL LATERAL
PSH 2D-1
SEE DETAIL 1,
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 6, PSH 2D-1
'V' DITCH
SPECIAL LATERAL
2@54" RCP
-IV
BUR
IED
1
-FT
BOTH
ENDS
W/APPROXIMATE 28-FT BASE
AND RE-ESTABLISH CHANNEL
CULVERTREMOVE EXISTING
TO ELEV.=15.0 (TYP)
CLASS 'II' RIP RAP
REMOVE
24"
TB2GI
TB2GI
TB2GI
w/2 ELBOWS
15"
15" RCP-III 18" RCP-III
SITE 5
SITE 4
SITE 4
SITE 7
SITE 8
SITE 9
SITE 9
SITE 5
SITE 6
SITE 4
IN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
TEMPORARY IMPACTS
EXCAVATION
FILL IN WETLANDS
MECHANIZED CLEARING
EXCAVATION
WETLANDS
FILL IN
EXCAVATION
WETLANDS
FILL IN
EXCAVATION
EXCAVATION
FILL IN WETLANDS
EXCAVATION
EXCAVATION
FILL IN WETLANDS
EXCAVATION
EXCAVATION
CLEARING
MECHANIZED
FILL IN WETLAND
CLEARING
MECHANIZED
MECHANIZED CLEARING
FILL IN WETLAND
FILL IN WETLAND
FILL IN WETLAND
MECHANIZED CLEARING
WETLANDS
FILL IN
FILL IN WETLANDS
FILL IN WETLANDS
WETLANDS
FILL IN
FILL IN WETLANDS
HAND CLEARING
HAND CLEARING
TO MITIGATION
TOTAL TAKE SUBJECT
SEE SHEET 11MATCHLINE -Y- STA. 27+00.00
4700
4182
2300
1955
2400
2141
400
314
700
614
300
214
2040 ADT
2021 ADT
9000
7273
NC 11
NC 11
NC 87 NC 877200
5646
2/25/2021...\R-2561CA_hyd_wet_PSH7_Contours.dgnUSER:TOverbyLOCATION:
DESIGNED BY:
CHECKED BY:
COUNTY:TIP NO.:
DATE:
PLANS
0
GRAPHIC SCALE
REVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
50 25 50 100 SEE SHEET 8MATCHLINE -L- STA. 74+00.00 SEE SHEET 6MATC
HLINE -RPB- STA. 16+00.00
Hotty Toddy
1 Glenwood Avenue
Raleigh, NC 27603
Tel:[phone]
Fax:[phone]
License: C-2197
Engineering & Construction, Inc. MATCHLINE -L- STA. 46+00.00 SEE SHEET 6SEE SHEET 12MATCHLINE -Y- STA. 42+00.00

A
NILORAC HTRON
LA
NOISSEFORP
REENIGNE35621
SEAL
LLEWOH .M
WERDNAPROFESSIONALENGINEER
N ORTH CARO
LINA
SEAL
.RJ ,RENDRAG .W
LEINAD033871
SEE SHEETS S4-1 THRU S4-29 FOR STRUCTURE PLANS (-L- STA. 71+06.00)
SEE SHEETS S3-1 THRU S3-30 FOR STRUCTURE PLANS (-L- STA. 70+34.00)
SEE SHEETS S1-1 THRU S1-28 STRUCTURE PLANS (-Y- STA. 34+01.72)
SEE SHEET 2D-1 FOR DRAINAGE DITCH DETAILS
SEE SHEET 2B-5 FOR INTERSECTION DETAIL OF -Y-/-RPD-/-LPD-
SEE SHEET 2B-5 FOR INTERSECTION DETAIL OF -Y-/-RPB-/-LPB-
SEE SHEET 28 FOR -DR5- PROFILE
SEE SHEET 22 FOR -RPD- PROFILE
SEE SHEET 23 FOR -LPD- PROFILE
SEE SHEET 21 FOR -RPB- PROFILE
SEE SHEET 20 FOR -LPB- PROFILE
SEE SHEET 24 & 25 FOR -Y- PROFILE
SEE SHEET 17 & 18 FOR -L- PROFILE
SEE INSET 7A
SEE INSET 7C
SEE INSET 7B
SEE INSET 7E
SEE INSET 7D
GRAPHIC SCALE
0'100'100'50'
SHEET 21 OF 69
PERMIT DRAWING CLEARING
DENOTES HAND
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES MECHANIZED
NAD 83/NA 2011R-2561CA 7
C
C
C
C
C
F
C CC
C
C
C
C
C
C
C
F
C
F
C
F
C
F
C
F
C
F
F F CC
F
C
F
C
C
C
F
C
C C
C
C
C
C
C
C
C
C
C
C
C
F
F
C
F
C
F
C
F
C
C
C
F
C
F
C
C C C
C
C C
C
C
C
C
C
C
F F
C
F
C
FCCCCCFCFCFFFFCF
C
F
C
FFFFFFC
C
C
C
C
C
C
C
CCC
C
C
C
C
C
C
C
C
C
F
C
FF
F
F
C
C
C
F
C
F
C
C
C
C
C
F
C
F
C
C
C
C
C
C
C
C
C
C
C
F
C
F
C
F
C
F
CF
F
F
F
F
F
F
C
F
C
F
C
F
C
F
C
FCFCFCFCFCFFFFFFFFFFFFFFFFFFFFCFCFC
FCCFFFFFF
F F
F C
F
C
C
F
CC
C
C
F
F
C
C C C
C
C
F
F
F
F
C
C
C
F
WOODS
2SFD
WOODS
15' BELLSOUTH UTILITY ESMT.
F & J PROPERTIES
SYLVIA C. REVIS
EXSITING R/W
30
3315-RPB- SRS Sta. 17+91.75
-LPB- CS Sta. 18+11.39
-LPB- ST Sta. 19+71.39
-LPB- SC Sta. 11+60.00
-LPB- ST Sta. 10+00.00=
-L- POT Sta. 53+59.17 (47' LT.)
CB15" RCP-V CB
HW
2GI-A 2GI-A
SEE DETAIL 35
FALSE SUMP
15"36" RCP-V
36"
R
CP-I
V24" RCP-V
36" RCP-III30" RCP-III
CHANNEL
BACKFILL EXISTING
CHANNEL
BACKFILL EXISTING
CHANNEL
BACKFILL EXISTING
SEE DETAIL 6, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 6, PSH 2D-1
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 5, PSH 2D-1
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 4, PSH 2D-1
SPECIAL LATERAL 2-FT BASE DITCH
SEE DETAIL 5, PSH 2D-1
'V' DITCH
SPECIAL LATERAL
EST. DDE=496 CY
L=221 FT; GRADE: 0.29%
SEE DETAIL 13, PSH 2D-1
w/CLASS B RIP RAP
STANDARD 2-FT BASE DITCH
EST. DDE=375 CY
L=222 FT; GRADE: 0.34%
SEE DETAIL 14, PSH 2D-1
w/CLASS I RIP RAP
STANDARD 4-FT BASE DITCH
EST. DDE=50 CY
L=72 FT; GRADE: 0.24%
SEE DETAIL 14, PSH 2D-1
w/CLASS I RIP RAP
STANDARD 4-FT BASE DITCH
EST. DDE=150 CY
PSH 2D-1
SEE DETAIL 12,
BASE DITCH
LATERAL 2-FT
EST. DDE=150 CY
L=104 FT; GRADE: 0.55%
SEE DETAIL 13, PSH 2D-1
w/CLASS B RIP RAP
STANDARD 2-FT BASE DITCH
PSH 2D-1
SEE DETAIL 35
FALSE SUMP
SEE DETAIL 4, PSH 2D-1
BASE DITCH
SPECIAL LATERAL 2-FT
EST. DDE=160 CY
PSH 2D-1
SEE DETAIL 12,
BASE DITCH
LATERAL 2-FT
24"
SITE 4
SITE 4
SITE 4
FILL IN WETLANDS
EXCAVATION
WETLANDS
FILL IN
EXCAVATION
EXCAVATION
FILL IN WETLANDS
EXCAVATION
EXCAVATION
FILL IN WETLANDS
EXCAVATION
FILL IN WETLANDS
FILL IN WETLANDS
HAND CLEARING
TO MITIGATION
TOTAL TAKE SUBJECT
SEE INSET 7AINSET 7A
GRAPHIC SCALE
0'25'25'
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
7AR-2561CA
PAVEMENT DESIGN6/2/992/25/2021...\R-2561CA_hyd_wet_PSH7A.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
SHEET 22 OF 69
PERMIT DRAWING
IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL IN
3:13:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
STA. 15+90 -LPB- RT
STA. 19+79 -RPB- RT
DETAIL 14
B= 4.0 Ft.
Max. d= 3.0 Ft.
Min. D= 2.5 Ft.
Ground
Natural
Ground
Natural
Type of Liner= Class I Rip-Rap
Geotextile
NC GRID
NAD 83 NA 2011 CLEARING
DENOTES HAND
CLEARING
DENOTES MECHANIZED
C C
C
C
C C C C C CF
F
CCCCCCFCFCFFFC
C
C
C
C
C
C
C
CCC
C
C
C
C
C
C F
C
3434
3434
35
3535
353535353636
3636363636
36 363636
3636363636363636
3636363636
3636
3636
36
363636363636363636363737
37373737
37 373838
3838 3838393939
39
394040
4040
40
404141WOODS
2SFD
WOODS
15' BELLSOUTH UTILITY ESMT.
F & J PROPERTIES
SYLVIA C. REVIS
EXSITING R/W
30
3315-RPB- SRS Sta. 17+91.75
-LPB- CS Sta. 18+11.39
-LPB- ST Sta. 19+71.39
-LPB- SC Sta. 11+60.00
-LPB- ST Sta. 10+00.00=
-L- POT Sta. 53+59.17 (47' LT.)
CB15" RCP-V CB
HW
2GI-A 2GI-A
SEE DETAIL 35
FALSE SUMP
15"36" RCP-V
36"
R
CP-I
V24" RCP-V
36" RCP-III30" RCP-III
CHANNEL
BACKFILL EXISTING
CHANNEL
BACKFILL EXISTING
CHANNEL
BACKFILL EXISTING
SEE DETAIL 6, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 6, PSH 2D-1
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 5, PSH 2D-1
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 4, PSH 2D-1
SPECIAL LATERAL 2-FT BASE DITCH
SEE DETAIL 5, PSH 2D-1
'V' DITCH
SPECIAL LATERAL
EST. DDE=496 CY
L=221 FT; GRADE: 0.29%
SEE DETAIL 13, PSH 2D-1
w/CLASS B RIP RAP
STANDARD 2-FT BASE DITCH
EST. DDE=375 CY
L=222 FT; GRADE: 0.34%
SEE DETAIL 14, PSH 2D-1
w/CLASS I RIP RAP
STANDARD 4-FT BASE DITCH
EST. DDE=50 CY
L=72 FT; GRADE: 0.24%
SEE DETAIL 14, PSH 2D-1
w/CLASS I RIP RAP
STANDARD 4-FT BASE DITCH
EST. DDE=150 CY
PSH 2D-1
SEE DETAIL 12,
BASE DITCH
LATERAL 2-FT
EST. DDE=150 CY
L=104 FT; GRADE: 0.55%
SEE DETAIL 13, PSH 2D-1
w/CLASS B RIP RAP
STANDARD 2-FT BASE DITCH
PSH 2D-1
SEE DETAIL 35
FALSE SUMP
SEE DETAIL 4, PSH 2D-1
BASE DITCH
SPECIAL LATERAL 2-FT
EST. DDE=160 CY
PSH 2D-1
SEE DETAIL 12,
BASE DITCH
LATERAL 2-FT
24"
SITE 4
SITE 4
SITE 4
FILL IN WETLANDS
EXCAVATION
WETLANDS
FILL IN
EXCAVATION
EXCAVATION
FILL IN WETLANDS
EXCAVATION
EXCAVATION
FILL IN WETLANDS
EXCAVATION
FILL IN WETLANDS
FILL IN WETLANDS
HAND CLEARING
TO MITIGATION
TOTAL TAKE SUBJECT
GRAPHIC SCALE
0'25'25'
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
7AR-2561CA
PAVEMENT DESIGN6/2/992/25/2021...\R-2561CA_hyd_wet_PSH7A_Contours.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
SHEET 23 OF 69
PERMIT DRAWING
IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL IN
3:13:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
STA. 15+90 -LPB- RT
STA. 19+79 -RPB- RT
DETAIL 14
B= 4.0 Ft.
Max. d= 3.0 Ft.
Min. D= 2.5 Ft.
Ground
Natural
Ground
Natural
Type of Liner= Class I Rip-Rap
Geotextile
NC GRID
NAD 83 NA 2011
INSET 7A
CLEARING
DENOTES HAND
CLEARING
DENOTES MECHANIZED
C C
C
C
C C C C C CF
F
CCCCCCFCFCFFFC
C
C
C
C
C
C
C
CCC
C
C
C
C
C
C F
C
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
130130
130130
140140
140140
150150
150150
10/26/2020...\R-2561CA_prm_wet_xpl_RPB.dgnUSER:tdoverbyPROJ. REFERENCE NO.SHEET NO.0
6/23/1640 40
50 50
30 3018+00.00
30 30
40 40
50 50
20 20
18+50.00
30 30
40 40
50 50
20 20
19+00.00
30 30
40 40
50 50
20 20
19+50.00
30 30
40 40
50 50
20 20
20+00.00
30 30
40 40
50 50
20 20
20+50.00
X-39R-2561CA
-RPB-
5 10
SHEET 24 OF 69
PERMIT DRAWING
WETLAND
SITE 4
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARYWETLAND
SITE 4
WETLAND
SITE 4
WETLAND
SITE 4
WETLAND
SITE 4
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
WETLAND
SITE 4
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
FILL IN WETLANDS FILL IN WETLANDS EXCAVATIONEXCAVATION
CA
CA
FILL IN WETLANDS FILL IN WETLANDS EXCAVATIONEXCAVATION
WETLANDS
FILL IN EXCAVATION
TOWARD -LPB-
IMPACTS CONTINUE
WETLANDS
FILL IN
HAND CLEARING
CLEARING
HAND
CLEARING
HAND
CLEARING
HAND
CLEARING
HAND
36.68
6
:16:1
0.0030.003
35.51
6:1
33.873:135.74
6
:1
0.0230.023
33.703:15:1
34.85
3:1
35.84
6
:1
0.0430.043
33.60
4:1
3:134.20
3:1
35.94
6
:1
0.0630.063
33.50
4:1
3:133.54
3:1
35.75
6
:1
0.080
0.080
4:1
3:134.13 33.45
3:1
35.80
6
:1
0.080
0.080
4:1
3:134.82 34.13
3:1
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
130130
130130
140140
140140
150150
150150
2/23/2021...\R-2561CA_prm_wet_xpl_LPB.dgnUSER:defaultPROJ. REFERENCE NO.SHEET NO.0
6/23/1640 40
30 3012+50.00
40 40
50 50
30 3013+00.00
30 30
40 40
50 50
20 20
13+50.00
30 30
40 40
50 50
20 20
14+00.00
30 30
40 40
50 50
20 20
14+50.00
30 30
40 40
50 50
20 20
15+00.00
X-36R-2561CA
-LPB-
5 10
SHEET 25 OF 69
PERMIT DRAWING
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
WETLAND
SITE 4
WETLAND
SITE 4
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
WETLAND
SITE 4
WETLAND
SITE 4
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
WETLAND
SITE 4
WETLAND
SITE 4
OFF CROSS SECTION
IMPACT CONTINUES
EXCAVATION
EXCAVATION
EXCAVATION
EXCAVATION
EXCAVATION
EXCAVATIONFILL IN WETLANDFILL IN WETLAND
FILL IN WETLAND FILL IN WETLAND
FILL IN WETLAND FILL IN WETLAND
WETLAND
FILL IN
CLEARING
HAND
CLEARING
HAND
HAND CLEARING
CLEARING
MECHANIZED
36.99
32.38
4
:1
36.15
0.080
0.080
36.213:1
32.5932.993:16.5:1
4
:135.97
0.080
0.080
36.174
:1
3:133.27
5:1
32.80
3:1
35.90
0.080
0.080
36.3433.563:133.00
3:1
4:1
4
:1
35.97
0.080
0.080
36.724
:14:1
33.853:135.82
0.080
0.080
37.194
:14:1
34.133:1
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
130130
130130
140140
140140
150150
150150
2/23/2021...\R-2561CA_prm_wet_xpl_LPB.dgnUSER:defaultPROJ. REFERENCE NO.SHEET NO.0
6/23/1630 30
40 40
50 50
20 20
15+50.00
30 30
40 40
50 50
20 20
16+00.00
X-37R-2561CA
-LPB-
5 10
SHEET 26 OF 69
PERMIT DRAWING
WETLAND
SITE 4
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
FILL IN WETLANDS
WETLAND
SITE 4
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARYWETLAND
SITE 4
FILL IN WETLANDSFILL IN WETLANDS
EXCAVATION
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
FILL IN WETLANDS
CROSS SECTION
CONTINUES OFF
STANDARD DITCH
IMPACTS FOR
CLEARING
HAND
MECHANIZED CLEARING
35.49
0.080
0.080
37.664:1
4
:13:134.42
35.01
0.080
0.080
38.144:1
4
:1
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
130130
130130
140140
140140
150150
150150
10/26/2020...\R-2561CA_prm_wet_xpl_L.dgnUSER:tdoverbyPROJ. REFERENCE NO.SHEET NO.0
6/23/1640 40
50 50
30 3045+50.00
40 40
50 50
30 3046+00.00
40 40
50 50
30 3046+50.00
40 40
50 50
30 3047+00.00
40 40
50 50
30 3047+50.00
40 40
50 50
30 3048+00.00
X-15R-2561CA
-L-
5 10
EXCAVATION
UNDERCUT
SHALLOW
EXCAVATION
UNDERCUT
EXCAVATION
UNSUITABLE
SHEET 27 OF 69
PERMIT DRAWING
EXCAVATION WETLANDS
FILL IN
WETLANDS
FILL IN
EXCAVATION
WETLAND
SITE 4
WETLAND
SITE 4
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
CLEARING
HAND
CLEARING
HAND
36.26
6:1
0.0250.025
6
:1 6:1
39.63 3:1
35.69
4
:1
37.223:1E. EOTE. EOTEND SHALLOW UNDERCUT AT STA. 45+75
36.11
6:1
0.0250.025
6
:1
39.34
6:1
36.563:13:1
35.49
4
:1E. EOTE. EOT6:1
0.0250.025
36.03
6
:1
39.07
6:1
35.30
3:14:1
35.913:1E. EOTE. EOT6
:1
0.0250.025
37.58
6:1
36.11
6
:1
38.84
6:1
5:1
35.253:1E. EOTE. EOT6
:1
0.0250.025
37.37
6:1
36.89
6
:1
6
:1
38.63
6:1
3:134.92
4:1 E. EOTE. EOT6
:1
0.0250.025
37.21
6:1
36.84
6
:1
6
:1
38.46
6:1
34.58
4:1
3:1E. EOTE. EOT
WOODSWOODSWOODSWOODSWOODSWOODSINV=30.31'NC-11 SOUTH (GENERAL HOWE ROAD)26' PAVED ROADWAY30" RCPJERRY DONALD EASON150.00'EXISTING R/WEXISTING R/W15" RCPS
72" WDbPHHHHP
EOIVAR CONC PRIVATE PONDUTILITY ESMT.FOUR COUNTY EMCVAR WIDTHCONC/GRAVEL SLABNOT FOUNDPIPE END BURIED30" RCPARLENE FLOWERS MURRAY
34
40
36 4020
25
-RPB- POT Sta. 25+78.41
GREU TL-3-LPB- ST Sta. 19+71.39
ST = 53.78'
-Y- POT Sta. 40+53.42=
-Y- POT Sta. 40+27.42=
-LPB- POT Sta. 20+94.26
15" RCP-III
DI
EST 5 SYGF
EST 1 TON
CLASS B RIP RAP
EST 5 SYGF
EST 1 TON
CLASS B RIP RAP
2GI
2GI
REMOVEEST 50 SYGF
EST 26 TONS
CLASS I RIP RAP
15" w/2 ELBOWS
15" w/2 ELBOWS
REMOVE54" RCP-IV
CHANNEL
BACKFILL EXISTING
EST. DDE:=180 CY
L=77 FT; GRADE: 0.33%
SEE DETAIL 38, PSH 2D-1
DITCH w/ CLASS B RIP RAP
STANDARD 4-FT BASE
DDE: 178 CY
L=100 FT; GRADE: 0.27%
SEE DETAIL 38, PSH 2D-1
w/CLASS I RIP RAP
STANDARD 4-FT BASE DITCH
SITE 5
SITE 5
EXCAVATION
FILL IN WETLANDS
WETLANDS
FILL IN
HAND CLEARING
CLEARING
DENOTES MECHANIZED
IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES HAND
GRAPHIC SCALE
0'25'25'
INSET 7B
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
7BR-2561CA
PAVEMENT DESIGN6/2/999/3/2020...\R-2561CA_hyd_wet_PSH7B.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
SHEET 28 OF 69
PERMIT DRAWINGNC GRID
NAD 83/2001
F
FFFFFFFFCFCFFF
212222232324242525262627272828292930303031313131323232323233 33333334 34
3434
34343435 35353535
35353535 36363636363636
3
6
36 363636363636
36363
6 373737373737373737
373738
3838WOODSWOODSWOODSWOODSWOODSWOODSINV=30.31'NC-11 SOUTH (GENERAL HOWE ROAD)26' PAVED ROADWAY30" RCPJERRY DONALD EASON150.00'EXISTING R/WEXISTING R/W15" RCPS
72" WDbPHHHHP
EOIVAR CONC PRIVATE PONDUTILITY ESMT.FOUR COUNTY EMCVAR WIDTHCONC/GRAVEL SLABNOT FOUNDPIPE END BURIED30" RCPARLENE FLOWERS MURRAY
34
40
36 4020
25
-RPB- POT Sta. 25+78.41
GREU TL-3-LPB- ST Sta. 19+71.39
ST = 53.78'
-Y- POT Sta. 40+53.42=
-Y- POT Sta. 40+27.42=
-LPB- POT Sta. 20+94.26
15" RCP-III
DI
2GI
2GI
REMOVE15" w/2 ELBOWS
15" w/2 ELBOWS
REMOVE54" RCP-IV
CHANNEL
BACKFILL EXISTING
EST. DDE:=180 CY
L=77 FT; GRADE: 0.33%
SEE DETAIL 38, PSH 2D-1
DITCH w/ CLASS B RIP RAP
STANDARD 4-FT BASE
DDE: 178 CY
L=100 FT; GRADE: 0.27%
SEE DETAIL 38, PSH 2D-1
w/CLASS I RIP RAP
STANDARD 4-FT BASE DITCH
SITE 5
SITE 5
EXCAVATION
FILL IN WETLANDS
WETLANDS
FILL IN
HAND CLEARING
CLEARING
DENOTES MECHANIZED
IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES HAND
INSET 7B
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
7BR-2561CA
PAVEMENT DESIGN6/2/999/3/2020...\R-2561CA_hyd_wet_PSH7B_Contours.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
SHEET 29 OF 69
PERMIT DRAWING
GRAPHIC SCALE
0'25'25'
NC GRID
NAD 83/2001
F
FFFFFFFFCFCFFF
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120
120
130
130
140
140
150
150
8/17/2020...\R-2561CA_prm_wet_xpl_Y.dgnUSER:tdoverbyPROJ. REFERENCE NO.SHEET NO.0
6/23/1630 30
40 40
50 50
60 60
20 2039+00.00
30 30
40 40
50 50
60 60
20 2039+50.00
30 30
40 40
50 50
60 60
20 2040+00.00
X-60R-2561CA
-Y-
5 10
160170180190
190 180 170 160
SHEET 30 OF 69
PERMIT DRAWING
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
WETLAND
SITE 5
FILL IN WETLANDS
CROSS SECTION LIMIT
IMPACT CONTINUES BEYOND
MECHANIZED CLEARING
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
WETLAND
SITE 5
FILL IN WETLANDS
CROSS SECTION LIMIT
IMPACT CONTINUES BEYOND
MECHANIZED CLEARING
38.14
0.0250.025
4:1 55.213:1E. EOTE. EOT38.20
0.0250.025
4:1 54.043:1E. EOTE. EOT38.26
0.0250.025 52.873:1-LPB-
-RPB-E. EOTE. EOT
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
130130
130130
140140
140140
150150
150150
9/1/2020...\R-2561CA_prm_wet_xpl_Y.dgnUSER:tdoverbyPROJ. REFERENCE NO.SHEET NO.0
6/23/1630 30
40 40
50 50
60 60
20 2040+50.00
30 30
40 40
50 50
60 60
20 2041+00.00
30 30
40 40
50 50
60 60
20 2041+50.00
X-61R-2561CA
-Y-
5 10
SHEET 31 OF 69
PERMIT DRAWING
RW
RW
RW
WETLAND
SITE 5
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
WETLAND
SITE 5
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
WETLAND
SITE 5
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
FILL IN WETLANDS MECHANIZED CLEARING
EXCAVATION
SECTION LIMIT TO PDE
CONTINUES BEYOND CROSS
MECHANIXED CLEARING IMPACT
MECHANIZED CLEARING
FILL IN WETLANDS
38.31
0.0250.025 51.703:1-LPB-
-RPB-E. EOTE. EOT38.37
0.0250.025 50.533:1-LPB-
-RPB-E. EOTE. EOT38.43
0.0250.025
4:1 49.363:13:135.65 E. EOTE. EOT
42
1SFDWOODSI
NV=30.64'
I
NV=30.68'INV=30.88'INV=33.71'30" RCP30" RCPMARGARET E. CLINKSCALES
15" RCP42" WDSGATE10' SOIL10' CONC9' SOILBTPIPING FOUNDNO ASSOCIATEDWATER METERWOODS8' SOILANDREA M. KENDALLDAVID L. KENDALL3020
-LPD- POT Sta. 20+57.22
-Y- PT Sta. 28+40.41
-RPD- POT Sta. 24+92.89
-RPD- PT Sta. 23+42.81
-LPD- ST Sta. 19+11.29
-LPD- CS Sta. 17+51.29
GREU TL-3-DR5-
-DR5- POT 10+00.00
-DR5- PC 10+51.62
-DR5- PRC 11+28.60
-DR5- PT 12+00.50
-DR5- POT 12+50.15
-Y- POC Sta. 28+12.88=
-Y- POC Sta. 27+86.39=
REMOVE CB
DI
DI
EST 7 SYGF
EST 2 TONS
CLASS B RIP RAP
EST 5 SYGF
EST 1 TONS
CLASS B RIP RAP15" RCP-
III
15" RCP-IV 15" RCP-
I
V 18" RCP-
I
I
I
HW
REMOVEREMOVE1
8
" RCP-III
EST 10 SYGF
EST 3 TONS
CLASS B RIP RAP
15" w/2 ELBOWS
2GI
SEE DETAIL 5, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 18, PSH 2D-1
CHANNEL CHANGE
SEE DETAIL 24, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
EST. DDE=75 CY
L=100 FT; GRADE=0.00%
SEE DETAIL 28, PSH 2D-1
STANDARD 'V' DITCH
SEE DETAIL 32, PSH 2D-1
CLASS I RIP RAP
CHANNEL
PIPE OUTLET
DDE - 770 CY
L=300 FT; GRADE: 1.88%
SEE DETAIL 15, PSH 2D-1
w/CLASS B RIP RAP
STANDARD 2-FT BASE DITCH
SEE DETAIL 6, PSH 2D-1
'V' DITCH
SPECIAL LATERAL
2@
5
4
" RCP
-IV
BUR
IED
1
-FT
BOTH
ENDS
SITE 6
IN SURFACE WATER
TEMPORARY IMPACTS
MECHANIZED CLEARING
EXCAVATION
WETLANDS
FILL IN
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
INSET 7C
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
7CR-2561CA
PAVEMENT DESIGN6/2/992/22/2021...\R-2561CA_hyd_wet_PSH7C.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
GRAPHIC SCALE
0'25'25'
SHEET 32 OF 69
PERMIT DRAWING
d
D
( Not to Scale)
B
CHANNEL CHANGE
Ground
Natural
Ground
Natural
Exist. Channel
Fill Slope
Proposed
CF MATTING
B= 5.0 Ft.
Max. d= 3.0 Ft.
Min. D= 2.5 Ft.
Type of Liner= Class I Rip Rap; Thickness=2.0 Ft.3:1Flatter3:1 or
FROM STA. 10+75 TO STA. 11+02 -DR5- RT
DETAIL 18
IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES MECHANIZED
NC GRID
NAD 83/2001
WETLAND
DENOTES FILL IN
2.0'
( Not to Scale)
DETAIL 32
AT STA. 22+75 -RPD- LT
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BEDEXISTING BANKEXISTING BANK
MIN. 3:1 TO TIEMI
N. 3:
1 TO TI
EEst.= 160 Tons of Class I Rip-Rap
d= TOP OF BANK.
Length= 24 Ft.
PIPE OUTLET CHANNEL STABILIZATION
Geotextile
C
C
C
C
C
C
F
C CC FF
F
F
F
C
F
C
F
C
F
C
F
C
FFCFCFCCFF
2829292929
3
0303030 3030303030
30
3131
313
1
3131
31
32
323232
3232323232
3232
323232323232
32
32333333
3333333333333333
33
333333 3434
3434
3
43434
3434343434
343435
353535
3535353535
35
3
5
35 353535 363636
3636363
6 3636363636
363637373737
373737 3737
373737373
7
37
373738383838383838383838381SFD WOODSI
NV=30.64'
I
NV=30.68'INV=30.88'INV=33.71'30" RCP30" RCPMARGARET E. CLINKSCALES
15" RCP42" WDSGATE10' SOIL10' CONC9' SOILBTPIPING FOUNDNO ASSOCIATEDWATER METERWOODS8' SOILANDREA M. KENDALLDAVID L. KENDALL4230
20
-LPD- POT Sta. 20+57.22
-Y- PT Sta. 28+40.41
-RPD- POT Sta. 24+92.89
-RPD- PT Sta. 23+42.81
-LPD- ST Sta. 19+11.29
-LPD- CS Sta. 17+51.29
GREU TL-3-DR5-
-DR5- POT 10+00.00
-DR5- PC 10+51.62
-DR5- PRC 11+28.60
-DR5- PT 12+00.50
-DR5- POT 12+50.15
-Y- POC Sta. 28+12.88=
-Y- POC Sta. 27+86.39=
REMOVE
EST 7 SYGF
EST 2 TONS
CLASS B RIP RAP
EST 5 SYGF
EST 1 TONS
CLASS B RIP RAP15" RCP-
III
15" RCP-IV 15" RCP-
I
V 18" RCP-
I
I
I
HW
REMOVEREMOVE1
8
" RCP-III
EST 10 SYGF
EST 3 TONS
CLASS B RIP RAP
15" w/2 ELBOWS
2GI
SEE DETAIL 5, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 18, PSH 2D-1
CHANNEL CHANGE
SEE DETAIL 24, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
EST. DDE=75 CY
L=100 FT; GRADE=0.00%
SEE DETAIL 28, PSH 2D-1
STANDARD 'V' DITCH
SEE DETAIL 32, PSH 2D-1
CLASS I RIP RAP
CHANNEL
PIPE OUTLET
DDE - 770 CY
L=300 FT; GRADE: 1.88%
SEE DETAIL 15, PSH 2D-1
w/CLASS B RIP RAP
STANDARD 2-FT BASE DITCH
SEE DETAIL 6, PSH 2D-1
'V' DITCH
SPECIAL LATERAL
2@
5
4
" RCP
-IV
BUR
IED
1
-FT
BOTH
ENDS
SITE 6
IN SURFACE WATER
TEMPORARY IMPACTS
MECHANIZED CLEARING
EXCAVATION
WETLANDS
FILL IN
INSET 7C
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
7CR-2561CA
PAVEMENT DESIGN6/2/992/22/2021...\R-2561CA_hyd_wet_PSH7C_Contours.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
SHEET 33 OF 69
PERMIT DRAWING
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
GRAPHIC SCALE
0'25'25'
IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES MECHANIZED
NC GRID
NAD 83/2001
WETLAND
DENOTES FILL IN
SURFACE WATER
DENOTES IMPACTS IN
d
D
( Not to Scale)
B
CHANNEL CHANGE
Ground
Natural
Ground
Natural
Exist. Channel
Fill Slope
Proposed
CF MATTING
B= 5.0 Ft.
Max. d= 3.0 Ft.
Min. D= 2.5 Ft.
Type of Liner= Class I Rip Rap; Thickness=2.0 Ft.3:1Flatter3:1 or
FROM STA. 10+75 TO STA. 11+02 -DR5- RT
DETAIL 18
2.0'
( Not to Scale)
DETAIL 32
AT STA. 22+75 -RPD- LT
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BEDEXISTING BANKEXISTING BANK
MIN. 3:1 TO TIEMI
N. 3:
1 TO TI
EEst.= 160 Tons of Class I Rip-Rap
d= TOP OF BANK.
Length= 24 Ft.
PIPE OUTLET CHANNEL STABILIZATION
Geotextile
C
C
C
C
C
C
F
C CC FF
F
F
F
C
F
C
F
C
F
C
F
C
FFCFCFCCFF
GP ELEV.=50.34'
SKEW=110 DEG
2@54" RCP-IV
STA. 27+87 -Y-CL
0 20 402040 60 80 100 1206080100 140 160 180 200 220 240 260 280120140160180200220
28
36
44
52
60
32
40
48
56
28
36
44
52
60
32
40
48
56
CHANNEL CHANGE
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PFL-2R-2561CA
2/22/2021...\R-2561CA_hyd_prm_wet_PFL2.dgnUSER:tdoverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
TB LT
EXISTING STEAM BED
EXISTING STEAM BED
HW
GRADE=0.56%
INVERT=29.89'
TB LT
T
B RT
SHEET 34 OF 69
PERMIT DRAWING
300
0 20 40
HORIZONTAL SCALE: 1"=40'
0 4 8
VERTICAL SCALE: 1"=8'
INVERT BURIED MINIMUM 1.0'
9:
1 NORMAL4:1 N O RM A L
NORMAL WSE=33.0'
TB
RT
RIP RAP
WOODS
EIP
JIMMIE R. HEATH
JIMMIE R. HEATH
15" RCP
15" RCP
GUY GUY
PHH
HHP
b PAVED DITCH
WOODS WOODS
WOODS
24" RCP
24" RCP
JIMMIE R. HEATH
45
47
47
65
15
GREU TL-3
GREU TL-3
-RPD- CS Sta. 15+73.11
-RPD- SC Sta. 12+00.00
8:1
8:1
2GI
EST 7 SYGF
EST 2 TONS
CLASS B RIP RAP
EST 22 SYGF
EST 11 TONS
CLASS I RIP RAP
HW
REMOVE
REMOVE
2GI
REMOVE
15"18"
4
8" RC
P-I
VSEE DETAIL 22, PSH 2D-1
BASE DITCH
SPECIAL LATERAL 4-FT
SEE DETAIL 5, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 16, PSH 2D-1
w/CLASS B RIP RAP
BASE DITCH
SPECIAL LATERAL 2-FT
SEE DETAIL 1, PSH 2D-1
BASE DITCH
SPECIAL LATERAL 2-FT
SEE DETAIL 10, PSH 2D-1
w/CLASS I RIP RAP
4-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 5, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
PSH 2D-1
SEE DETAIL 35
FALSE SUMP
PSH 2D-1
SEE DETAIL 35
FALSE SUMP
SITE 7
SITE 8
EXCAVATION
CLEARING
MECHANIZED
CLEARING
MECHANIZED
WETLANDS
FILL IN
CLEARING
DENOTES MECHANIZED
GRAPHIC SCALE
0'25'25'
INSET 7D
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
7DR-2561CA
PAVEMENT DESIGN6/2/999/2/2020...\R-2561CA_hyd_wet_PSH7D.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
SHEET 35 OF 69
PERMIT DRAWING
EST. DDE=62 CY
L=50 FT; GRADE: 0.50%
SEE DETAIL 38
w/CLASS I RIP RAP
STANDARD 4-FT BASE DITCH
EST 150 SYGF
EST 110 TONS
FROM END OF DITCH, 1.5 FT THICK
CLASS I RIP RAP DOWN EXISTING SLOPE
NC GRID
NAD 83/2001
3:13:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
STA. 12+00 -RPD- LT
DETAIL 38
B= 4.0 Ft.
Max. d= 3.5 Ft.
Min. D= 3.5 Ft.
Ground
Natural
Ground
Natural
TYpe of Liner= Class I Rip-Rap
Geotextile
WETLAND
DENOTES FILL INFF
IN WETLAND
DENOTES EXCAVATION
C C C C C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
C
C
C
C
10111315
15151617
1819
1919
2020
202020
212121
2
2
22
23232
3
242
4
24
24242425
25
25252525252626
26262626 2727
27272727272727272727 272828
28
28
2828282
8282828 28292929
29292929
292929
292929
2930 30
30
3030303030303030
30
303131
31313131
3
1
31
3131
313232
32
WOODS
EIP
JIMMIE R. HEATH
JIMMIE R. HEATH
15" RCP
15" RCP
GUY GUY
PHH
HHP
b PAVED DITCH
WOODS WOODS
WOODS
24" RCP
24" RCP
JIMMIE R. HEATH
45
47
47
65
15
GREU TL-3
GREU TL-3
-RPD- CS Sta. 15+73.11
-RPD- SC Sta. 12+00.00
8:1
8:1
2GI
HW
REMOVE
REMOVE
2GI
REMOVE
15"18"
4
8" RC
P-I
VSEE DETAIL 22, PSH 2D-1
BASE DITCH
SPECIAL LATERAL 4-FT
SEE DETAIL 5, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 16, PSH 2D-1
w/CLASS B RIP RAP
BASE DITCH
SPECIAL LATERAL 2-FT
SEE DETAIL 1, PSH 2D-1
BASE DITCH
SPECIAL LATERAL 2-FT
DDE: 594 CY
L=156 FT; GRADE: 0.90%
SEE DETAIL 13, PSH 2D-1
w/CLASS B RIP RAP
STANDARD 2-FT BASE DITCH
SEE DETAIL 10, PSH 2D-1
w/CLASS I RIP RAP
4-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 5, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
EST. DDE=62 CY
L=50 FT; GRADE: 0.50%
SEE DETAIL 38, PSH 2D-1
w/CLASS I RIP RAP
STANDARD 4-FT BASE DITCH
PSH 2D-1
SEE DETAIL 35
FALSE SUMP
PSH 2D-1
SEE DETAIL 35
FALSE SUMP
SITE 7
SITE 8
EXCAVATION
CLEARING
MECHANIZED
CLEARING
MECHANIZED
WETLANDS
FILL IN
INSET 7D
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
7DR-2561CA
PAVEMENT DESIGN6/2/999/2/2020...\R-2561CA_hyd_wet_PSH7D_Contours.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
SHEET 36 OF 69
PERMIT DRAWING
GRAPHIC SCALE
0'25'25'
NC GRID
NAD 83/2001
CLEARING
DENOTES MECHANIZED
EST 150 SYGF
EST 110 TONS
FROM END OF DITCH, 1.5 FT THICK
CLASS I RIP RAP DOWN EXISTING SLOPE
EST. DDE=62 CY
L=50 FT; GRADE: 0.50%
SEE DETAIL 38
w/CLASS I RIP RAP
STANDARD 4-FT BASE DITCH
3:13:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
STA. 12+00 -RPD- LT
DETAIL 38
B= 4.0 Ft.
Max. d= 3.5 Ft.
Min. D= 3.5 Ft.
Ground
Natural
Ground
Natural
TYpe of Liner= Class I Rip-Rap
Geotextile
WETLAND
DENOTES FILL INFF
IN WETLAND
DENOTES EXCAVATION
C C C C C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
C
C
C
C
WOODS
NC 87 (OLD STAGE ROAD)WEYMAN CREEKWEYMAN CREEKWOODS
WOODS
32' PAVED ROADWAY
JIMMIE R. HEATH
JIMMIE R. HEATH
GUY
HW
CONC
HW
CONC
HW
CONCHW
CONC
WOODS
WOODS
70
10
TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77 GREU TL-3
GREU TL-3
TYPE B-77
GREU TL-3
CGAU
CGAU
2GI
2GI
2GI
EST 7 SYGF
EST 2 TONS
CLASS B RIP RAP
EST 7 SYGF
EST 2 TONS
CLASS B RIP RAP
15" RCP-IV RCP-IV
15"2GI2GI
2GI
EST 10 SYGF
EST 3 TONS
CLASS B RIP RAP
2GI
2GI
2GI15" RCP-IV 15" RCP-IV 18" RCP-III2GI-A
EST 14 SYGF
EST 5 TONS
CLASS B RIP RAP
2GI
EST 10 SYGF
EST 3 TONS
CLASS B RIP RAP
EST 7 SYGF
EST 2 TONS
CLASS B RIP RAP
w/ 2 ELBOWS15" ELBOWSw/ 218" ELBOWS18" w/ 2ELBOWS15" w/224"
SEE DETAIL 23, PSH 2D-1
w/CLASS B RIP RAP
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 9, PSH 2D-1
MEDIAN 'V' DITCH
SEE DETAIL 16, PSH 2D-1
w/CLASS B RIP RAP
BASE DITCH
SPECIAL LATERAL 2-FT
SEE DETAIL 40, PSH 2D-1
AT EMBANKMENT
CLASS 'II' RIP RAP
SEE DETAIL 36, PSH 2D-1
AT EMBANKMENT
CLASS 'II' RIP RAP
EST 150 SYGF
EST 110 TONS
FROM END OF DITCH, 1.5 FT THICK
CLASS I RIP RAP DOWN EXISTING SLOPE
W/APPROXIMATE 28-FT BASE
AND RE-ESTABLISH CHANNEL
CULVERTREMOVE EXISTING
TO ELEV.=15.0 (TYP)
CLASS 'II' RIP RAP
w/2 ELBOWS
15"
SITE 9
SITE 9
IN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
TEMPORARY IMPACTS
FILL IN WETLAND
MECHANIZED CLEARING
FILL IN WETLAND
FILL IN WETLAND
FILL IN WETLAND
MECHANIZED CLEARING
CLEARING
DENOTES MECHANIZED
IN WETLAND
DENOTES EXCAVATION
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
INSET 7E
SEE INSET 8AMATCHLINE 74+00.00 -L-INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
7ER-2561CA
PAVEMENT DESIGN6/2/992/22/2021...\R-2561CA_hyd_wet_PSH7E.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
SHEET 37 OF 69
PERMIT DRAWING
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 70+91 TO STA. 71+41 -L- RT
DETAIL 41
Grade
Ditch
2.0'
GEOTEXTILE
Geotextile= 50 SY
TYpe of Liner= 30 TONS,CL II Rip-Rap
10'min.
1.0'min.
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 71+16 TO STA. 71+30 -L- LT
DETAIL 36
Grade
Ditch
2.0'
GEOTEXTILE
Geotextile= 10 SY
TYpe of Liner= 7 TONS,CL II Rip-Rap
10'min.
1.0'min.
NC GRID
NAD 83 NA 2011
GRAPHIC SCALE
0'25'25'
C
F F
C
F
C
F
F
F F
F C
F
C
C
F
C
C
C
C
F
F
C C
C
C
F
F
F
F
C
C
C
-2-1-1
-10 00
1
1
2
223
33 44445
55556666
6
77778888999
9101010
10
10
10
1010101111
111111 1111111111111111111111111111 12121212121212
12
12
13
1313131313 131314
141414141414
15
15
15
15
15
1515151515 15151616
16
16
16161
6 1616161717
171717171717
1818
181818181818181919191919191919
20
2020
20
20
2020202020202
0
21
21
2121212121212222
2222
222222
22222323
232323
2323232323242424242424
24
2525
2525 252525252
5
252526
26 26262626
2627
27
2728 282830
3
0
WOODS
NC 87 (OLD STAGE ROAD)WEYMAN CREEKWEYMAN CREEKWOODS
WOODS
32' PAVED ROADWAY
JIMMIE R. HEATH
JIMMIE R. HEATH
GUY
HW
CONC
HW
CONC
HW
CONCHW
CONC
WOODS
WOODS
70
10
TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77 GREU TL-3
GREU TL-3
TYPE B-77
GREU TL-3
CGAU
CGAU
2GI
2GI
2GI
EST 7 SYGF
EST 2 TONS
CLASS B RIP RAP
EST 7 SYGF
EST 2 TONS
CLASS B RIP RAP
15" RCP-IV RCP-IV
15"2GI2GI
2GI
EST 10 SYGF
EST 3 TONS
CLASS B RIP RAP
2GI
2GI
2GI15" RCP-IV 15" RCP-IV 18" RCP-III2GI-A
EST 14 SYGF
EST 5 TONS
CLASS B RIP RAP
2GI
EST 10 SYGF
EST 3 TONS
CLASS B RIP RAP
EST 7 SYGF
EST 2 TONS
CLASS B RIP RAP
w/ 2 ELBOWS15" ELBOWSw/ 218" ELBOWS18" w/ 2ELBOWS15" w/224"
SEE DETAIL 23, PSH 2D-1
w/CLASS B RIP RAP
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 9, PSH 2D-1
MEDIAN 'V' DITCH
SEE DETAIL 16, PSH 2D-1
w/CLASS B RIP RAP
BASE DITCH
SPECIAL LATERAL 2-FT
SEE DETAIL 40, PSH 2D-1
AT EMBANKMENT
CLASS 'II' RIP RAP
SEE DETAIL 36, PSH 2D-1
AT EMBANKMENT
CLASS 'II' RIP RAP
PSH 2D-1
SEE DETAIL 35
FALSE SUMP
PSH 2D-1
SEE DETAIL 34
FALSE SUMP
EST 150 SYGF
EST 110 TONS
FROM END OF DITCH, 1.5 FT THICK
CLASS I RIP RAP DOWN EXISTING SLOPE
W/APPROXIMATE 28-FT BASE
AND RE-ESTABLISH CHANNEL
CULVERTREMOVE EXISTING
TO ELEV.=15.0 (TYP)
CLASS 'II' RIP RAP
w/2 ELBOWS
15"
SITE 9
SITE 9
IN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
TEMPORARY IMPACTS
FILL IN WETLAND
MECHANIZED CLEARING
FILL IN WETLAND
FILL IN WETLAND
FILL IN WETLAND
MECHANIZED CLEARING
SEE INSET 8AMATCHLINE 74+00.00 -L-INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
7ER-2561CA
PAVEMENT DESIGN6/2/992/22/2021...\R-2561CA_hyd_wet_PSH7E_Contours.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
SHEET 38 OF 69
PERMIT DRAWING
CLEARING
DENOTES MECHANIZED
IN WETLAND
DENOTES EXCAVATION
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
NC GRID
NAD 83 NA 2011
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 70+91 TO STA. 71+41 -L- RT
DETAIL 41
Grade
Ditch
2.0'
GEOTEXTILE
Geotextile= 50 SY
TYpe of Liner= 30 TONS,CL II Rip-Rap
10'min.
1.0'min.
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 71+16 TO STA. 71+30 -L- LT
DETAIL 36
Grade
Ditch
2.0'
GEOTEXTILE
Geotextile= 10 SY
TYpe of Liner= 7 TONS,CL II Rip-Rap
10'min.
1.0'min.
INSET 7E
GRAPHIC SCALE
0'25'25'
C
F F
C
F
C
F
F
F F
F C
F
C
C
F
C
C
C
C
F
F
C C
C
C
F
F
F
F
C
C
C
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
130130
130130
140140
140140
150150
150150
8/20/2020...\R-2561CA_prm_wet_xpl_L.dgnUSER:tdoverbyPROJ. REFERENCE NO.SHEET NO.0
6/23/1620 20
30 30
40 40
10 1068+50.00
10 10
20 20
30 30
40 40
0 0
69+00.00
10 10
20 20
30 30
40 40
0 0
69+50.00
10 10
20 20
30 30
40 40
0 0
70+00.00
X-23R-2561CA
-L-
5 10
EXCAVATION
UNSUITABLE
SHEET 39 OF 69
PERMIT DRAWING
RW
RW
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
WETLAND
SITE 9
MECHANIZED CLEARING FILL IN WETLANDS
MECHANIZED CLEARING
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
WETLAND
SITE 9
FILL IN WETLANDS
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY WETLAND
SITE 9
FILL IN WETLANDSMECHANIZED CLEARING
WETLAND
SITE 9
FILL IN WETLANDS
CLEARING
MECHANIZED
19.09
0.025 0.0386
:1
26.53
6:10.025
26.633:1 3:121.08
3:1
-RPD- STA. 10+96.01
27.23E. EOTE. EOTRPD STA 10+97 LT
17.78
0.0260.0250.025
3:1 26.723:1-L- 68+98.84 +/-
BEGIN BRIDGE
19.26
3:1
-RPD- STA. 10+46.00
E. EOTE. EOTRPD STA 10+97 LT
17.13
0.025
3:1
0.025
26.493:1E. EOTE. EOT17.33
3:1
17.87
0.025
3:1
0.025
3:126.26E. EOTE. EOT3:1
14.08
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
130130
130130
140140
140140
150150
150150
8/17/2020...\R-2561CA_prm_wet_xpl_L.dgnUSER:tdoverbyPROJ. REFERENCE NO.SHEET NO.0
6/23/1610 10
20 20
30 30
40 40
0 0
70+50.00
10 10
20 20
30 30
40 40
0 0
71+00.00
10 10
20 20
30 30
40 40
0 0
71+50.00
10 10
20 20
30 30
40 40
0 0
72+00.00
X-24R-2561CA
-L-
5 10
SHEET 40 OF 69
PERMIT DRAWING
WETLAND
SITE 9
WETLANDS
FILL IN
WETLAND
SITE 9
WETLAND
SITE 9
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
WETLANDS
FILL IN
WETLANDS
FILL IN
CA
CLEARING
MECHANIZED
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
WETLANDS
FILL IN
CA
CLEARING
MECHANIZED
WETLAND
SITE 9
WETLAND
SITE 9
WETLAND
SITE 9
WETLANDS
FILL IN
WETLANDS
FILL IN
MECHANIZED CLEARING
CA
CA
WETLANDS
FILL IN
CLEARING
MECHANIZED
-L- 70+31.16 +/-
BEGIN BRIDGE
17.61
0.0250.025
E. EOTE. EOT17.79
0.0250.025
E. EOTE. EOT17.48
0.025 0.025
-L- 71+81.16 +/-
END BRIDGE
E. EOTE. EOT9.003:13:1
18.60
6
:1 6:1
0.025
23.95
0.025
3:125.64E. EOTE. EOT12.753:13:1
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
130130
130130
140140
140140
150150
150150
8/17/2020...\R-2561CA_prm_wet_xpl_L.dgnUSER:tdoverbyPROJ. REFERENCE NO.SHEET NO.0
6/23/1610 10
20 20
30 30
40 40
0 0
72+50.00
20 20
30 30
40 40
10 1073+00.00
20 20
30 30
40 40
10 1073+50.00
20 20
30 30
40 40
10 1074+00.00
20 20
30 30
40 40
10 10
74+50.00
X-25R-2561CA
-L-
5 10
EXCAVATION
UNSUITABLE
SHEET 41 OF 69
PERMIT DRAWING
RW
RW
RW
RW
RW
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
WETLAND
SITE 9
WETLAND
SITE 9
WETLAND
SITE 9
WETLAND
SITE 9
WETLAND
SITE 9
WETLAND
SITE 9
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
FILL IN WETLANDS
FILL IN WETLANDS
FILL IN WETLANDS
FILL IN WETLANDS
FILL IN WETLANDS
MECHANIZED CLEARING
CLEARING
MECHANIZED
CLEARING
MECHANIZED
CLEARING
MECHANIZED
CLEARING
MECHANIZED
17.81
0.025 0.025
25.273:123.75
5
:1 5:1
3:1 25.53E. EOTE. EOT15.043:117.55
6:1
24.60
6
:1
0.025
25.350.02525.603:13:1
17.333:1E. EOTE. EOT18.57
6:1
25.19
6
:1
0.025
25.600.025
3:1
3:119.613:125.88E. EOTE. EOT21.59
6:10.025
26.00
6
:1
0.025
26.033:121.903:14:1 E. EOTE. EOT22.85
4
:1
6
:1 6:1 0.0250.025
26.10
22.203:14:1
2% BERM
20.40E. EOTE. EOT
10
0
20
50
10
30
40
-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
8/21/2020...\R-2561CA_Rdy_pfl_18.dgnUSER:tdoverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2561CA 18
20
30
40
50
60
70
80
90
0
10
20
30
40
50
60
70
80
FOR PLAN SEE SHEET 7 & 8
0 FOR PLAN SEE SHEET 7
56 57 58 59 60 61 62 63 64 65 66 67 68 69
70 71 72 73 74 75 76 77 7875
-L-
Hotty Toddy
1 Glenwood Avenue
Raleigh, NC 27603
Tel:[phone]
Fax:[phone]
License: C-2197
Engineering & Construction, Inc.
RIGHT DITCH
DITCH LEGEND
LEFT DITCH
MEDIAN DITCH
70
79 80 81 82 83 84
-10
0
10
20
30
40
50
60
70
80
-10
SHEET 42 OF 69
PERMIT DRAWING
K = 693
K = 408
(-)0.6600%
PI = 59+00.00
EL = 36.32'
(-)0.6600%(-)0.9487%
VC = 200'
PI = 67+00.00
EL = 28.73'
(-)0.9487%(-)0.4585%
VC = 200'
CHISELED X ON NORTH ANCHOR BOLT
-L- STA. 54+35.72 86.96' RIGHT
N 228744 E 2217948
BM2 ELEVATION = 38.19'
(-)0.5733%
(-)2.5500%(-)1.3590%
(-)0.4742%
(-)1.0252%ELEV.=24.31'PI STA. 62+50 RTELEV.=32.50'
STA. 56+60 RT
BEGIN DITCH GRADE
(-)0.3750%
ELEV.=32.35'
PI STA. 57+00 RT
ELEV.=29.80'PI STA. 58+00 RTELEV.=25.60'
STA. 60+25 RT
BEGIN DITCH GRADE
ELEV.=25.01'
STA. 66+50 LT
BEGIN DITCH GRADE
ELEV.=22.61'
STA 67+30 LT
END DITCH GRADE
(-)3
.0000%
ELEV.=28.23'
EQ -LPD- STA. 12+27 RT
-L- STA. 59+13 RT
ELEV.=33.50'
EQ -Y- STA. 35+23 RT
-L- STA. 56+32 LT
ELEV.=31.76'
STA 60+00 LT
END DITCH GRADE
ELEV.=22.13'
STA. 64+63 RT
END DITCH GRADE
ELEV.=17.59'
EQ -RPD- STA 10+00 LT
-L- STA 69+46 RT
(-)6.5068%
EG RT
GRADE POINT OF EBL
EXISTING GROUND @
K = 139
K = 1076
K = 3088
PI = 73+50.00
EL = 25.75'
(-)0.4585%(+)1.9086%
VC = 330'
PI = 77+00.00
EL = 32.43'
(+)1.9086%(+)1.7228%
VC = 200'
PI = 80+00.10
EL = 37.60'
(+)1.7228%(+)1.7875%
VC = 200'
BENCH TIE SET IN 14" OAK
-L- STA. 73+46.04 65.32' RIGHT
N 227677 E 2219532
BM3 ELEVATION = 22.44'
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
= 1,710
= 50
= 14.0
= 2,257
= 100
= 15.0
= 13,050
= 500+
= 26.6*
=
= JUNE 2018
= 9.4
shoulder evevation = 26.6'
*Overtopping occues at sag Sta. 72+49.92; high
ELEV.=24.50'
STA. 77+00 RT
BEGIN DITCH GRADE
ELEV.=35.50'
PI STA 81+00 RT
(+)0.6000%
3@8'x14' RCBC
REMOVE EXISTING
(+)4.5750%
ELEV.=7.50'
STA. 71+30 LT
BEGIN DITCH GRADE
ELEV.=12.75'
PI STA. 72+50 LT
(+)3.7550%
ELEV.=23.89'
STA. 80+90 LT
BEGIN DITCH GRADE
ELEV.=12.84'
STA. 70+19 RT
END DITCH GRADE
(+)3.5000%
(+)1.8444%
ELEV.=29.35'
PI STA 83+00 LT
(+)2.6000%
(+)0.5000%
(+)0.6000%
ELEV.=25.40'
STA. 80+00 LT
END DITCH GRADE
(+)0.5332%ELEV.=21.90PI STA 74+00 LT(+)1.7000%(-)0.4000%
ELEV.=23.95'
STA. 72+00 MED
BEGIN DITCH GRADEELEV.=23.75'PI STA. 72+50 MEDELEV.=24.60'
STA. 73+00 MED
END DITCH GRADE
2-FT THICK
CL. 'II' RIP RAP
2-FT THICK
CL. 'II' RIP RAP
2-FT THICK
CL. 'II' RIP RAP
ELEV.=1.82:12:
1
2'-6" THICK MIN. (TYP.)
CONSTRUCTION DETAIL
REFER TO STREAM BED
ON 4'-0" END BENT CAPS
54" PRE-STRESSED CONCRETE GIRDERS
PROPOSED 1@55'; 1@95'
SKEW=75 DEGREES
GP ELEV.=26.87'
L STA. 71+06 @ GRADE POINT OF EBL -L-C
AT DOWNSTREM FACE (RT)
BOTTOM OF EXTERIOR GIRDER
ELEVATION=10.8
EXCAVATION TO
2-FT THICK
CL. 'II' RIP RAP
ELEV.=10.8
EG RT
GRADE POINT OF EBL
EXISTING GROUND @
1.5:1(TYPICAL)
3'-6" MIN.1.5:1ELEV.=24.60'PI STA. 78+50 LT(+)7.5000%
ELEV.=25.00'
PI STA. 77+00 RT
(+)1.2667%
ELEV.=41.03'
PI STA 84+00 RT
8/17/99REVISIONSSHEET NO.PROJECT REFERENCE NO.
ENGINEER
R/W SHEET NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2561CA
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue 2D-2
HYDRAULICS
2/22/2021...\CADD\PSH\R2561CA_hyd_2D2.dgnUSER:DGardner

A
NILO
RAC HTRO
NLA
NOISSEFORP
REENIGNE35621
SEAL
LLEWOH .M
WERDNABRIDGE NO. 418 (-L- STA. 70+34.00)
BRIDGE NO. 372 (-L- STA. 71+06.00)
PROPOSED STREAM BED DETAILS
6"
2’-0"
NATIVE MATERIAL
RIP RAP TO FILL IN VOIDS
TOP DRESS WITH CL ’B’
CL ’II’ RIP RAP 2-FT THICK
(TYPICAL)
SECTION A-A PROPOSED FLOODPLAIN BENCH
2’-0"
(TYPICAL)
SECTION B-B PROPOSED STREAM BED
PROPOSED STREAM BED
TO ELEVATION OF
CL ’II’ RIP RAP 2-FT THICK
APPROVAL BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS.
TRANSPORTED BY THE STREAM. RIP RAP MATERIALS ARE SUBJECT TO
NATRUALLY OVERTIME WITH NATIVE MATERIALS AND SEDIMENT
ELEVATION OF THE PROPOSED STREAM BED AND ALLOWED TO FILL IN
WITH BACKHOE BUCKET. CLASS ’II’ RIP RAP SHALL BE PLACED TO THE
2-FT IN THE BASE OF THE EXCAVATED STREAM BED AND "KNUCKLE IN"
BEDS MUST BE ESTABLISHED, PLACE CLASS ’II’ RIP RAP TO A DEPTH OF
WHERE EXISTING CULVERTS HAVE BEEN REMOVED AND NEW STREAM
APPROVAL BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS.
CONSTRUCTION. NATIVE MATERIALS AND RIP RAP ARE SUBJECT TO
FROM THE STREAM BED OR FLOODPLAIN AT THE PROJECT SITE DURING
BENCH. NATIVE MATERIALS CONSIST OF MATERIAL THAT IS EXCAVATED
TO THE ELEVATION OF THE PROPOSED FINISHED GRADE FLOODPLAIN
MATERIAL SHALL BE PLACED ON TOP OF RIP RAP TO A DEPTH OF 6-IN
TO FILL ANY VOIDS AND CREATE A LEVEL SURFACE. NATIVE BED
BENCH. TOP DRESS CLASS ’II’ RIP RAP WITH CLASS ’B’ RIP RAP IN ORDER
ELEVATION 6-IN BELOW THE DESIRED FINISHED GRADE OF THE FLOODPLAIN
2-FT IN FLOODPLAIN AREAS. CLASS ’II’ RIP RAP SHALL BE PLACED TO AN
BEDS MUST BE ESTABLISHED, PLACE CLASS ’II’ RIP RAP TO A DEPTH OF
WHERE EXISTING CULVERTS HAVE BEEN REMOVED AND NEW STREAM
A
A
B
B
2:
1 2:1SECTION B-B = STREAM BED DETAIL
SECTION A-A = FLOODPLAIN BENCH DETAIL
EXCAVATION
(SEE SPECIFICATION)
NATIVE MATERIAL
(SEE SPECIFICATION)
RIP RAP
(TYPICAL - NOT TO SCALE)
STREAM BED CONSTRUCTION DETAIL BENEATH PROPOSED BRIDGE
REMOVAL
CULVERT
EXISTING
AREA OF
28’
STREAM BED
EXISTING
STREAM BED
EXISTING
10% MAX 10% MAX
EXCAVATION
STABILIZATION
SCOUR HOLE
PROPOSED STREAM BED
CLASS ’II’ RIP RAP 2-FT THICK IN
0
10
20
0-100-200 100
C
PROFILE ALONG EXISTING CULVERT
3@8’x14’ RCBC
REMOVE EXISTING
1"=10’ VERTICAL
1"=50’ HORIZONTAL
PROFILE SCALE
(CENTER OF EXISTING CULVERT)
L -L- STA. 71+22.35
NC 87 (OLD STAGE ROAD)NC 87 (OLD STAGE ROAD)72" CL72" CLS NARROW GAP ROAD1SFDSTOOPCONCWOODS
SOILWO ODSCULTIVATED
EXSITING R/W
EXSITING R/W
1SBKD
BENCH TIE SET IN 14" OAK
9.91' RIGHT
-BY1- STA 75+08.93
BM3 ELEV. 22.44'
32' PAVED ROADWAY31' PAVED ROADWAY 18' PAVED ROADWAYR/W-EIS
0.32'
MON
R/W
MON
R/W
MON
R/W
EIS
100.00'EXISTING R/W
EXISTING R/W18" RCP18" RCP
S
15" RCP
15" RCP 15" RCP
WOODS
WOODS
G
72" CHL
72' CHL72" CHLCONC DITCH
W15" RCP15" RCP15" RCP10' BST
BST8' GR
60.00'EXSITING R/WEXSITING R/Wl
Pb
b
bb EOIEO
I EOIEOI
HW
CONC
R/W-EIS
0.18' VAR SOIL12' SOIL8' SOILEIS
WOODS
WOODS
WOODS
SHERRILL D. RIDENHOUR
PAMELA SUE CARROLL CAINES
BETTY ANN MYERS COOK
DOUGLAS M. COOK
BETTY ANN MYERS
DOUGLAS M. COOK
PAUL JEFFREY MARTIN
WILLIAM EUGENE BROWN
SHERRIL RIDENHOUR
DONALD RIDENHOUR
50
51 52 53
54
55
56
49
85
85
75 80
-L4- POC Sta. 86+21.03=
-Y4- POT Sta. 14+48.22
-L3- POT Sta. 84+16.32 L.A. 35' RT.
-L POT Sta. 84+16.32 L.B. =
GREU TL-3
GREU TL-3
CAT-1
PI Sta 88+24.93
D
L = 816.87'
T = 408.61'
R = 11,500.00'
SE = NC
-L4-
-Y4- POT Sta. 10+00.00
-L4- PC Sta. 84+16.32 L.A. (23' LT.)
CGAU
-L- POT Sta. 84+16.32 L.B. =
RCP-IV
15"
DI
REMOVE
REMOVE REMOVE REMOVE REMOVESEE DETAIL 35
FALSE SUMP
SEE DETAIL 35
FALSE SUMP
2GI-A 2GI-A
2GI-A
2GI-A2GI-A
24" RCP-III 24" RCP-III24"RCP-III15"REMOVE FLUME
2GI-A
EST 10 SYGF
EST 3 TONS
CLASS B RIP RAP
18" RCP-IV
SEE DETAIL 1, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
EST 28 SYGF
EST 13 TONS
CLASS B RIP RAP
GROUND ELEVATION
0 FT TO MATCH NATURAL
OUT TO 5-FT AND A DEPTH OF
FLARE DITCH BASE WIDTH
SEE DETAIL 8, PSH 2D-1
W/CLASS B RIP RAP
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 24, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 2, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 27, PSH 2D-1
TOE PROTECTION
CLASS B RIP RAP
PSH 2D-1
SEE DETAIL 35
FALSE SUMP
PSH 2D-1
SEE DETAIL 35
FALSE SUMP
PSH 2D-1
SEE DETAIL 5,
'V' DITCH
SPECIAL LATERAL
24" RCP-III24" RCP-III
24" RCP-III24" RCP-IIIEST 14 SYGF
EST 5 TONS
CLASS B RIP RAP
SEE DETAIL 8, PSH 2D-1
w/CLASS B RIP RAP
2-FT BASE DITCH
SPECIAL LATERAL SEE DETAIL 2, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 4, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL

END AT -L- STA. 74+00 RT
CLASS 'II' RIP RAP SEE SHEET 9MATCHLINE -L4- STA. 88+00.00MATCHLINE -L3- STA. 88+00.00NAD 83/NA 2011 MATCHLINE -L- STA. 74+00.00SEE SHEET 7MECHANIZED CLEARING
SITE 9
SITE 10
MECHANIZED CLEARINGMECHANIZED CLEARING
HAND CLEARING
FILL IN WETLAND
FILL IN WETLAND
HAND CLEARING
FILL IN WETLAND
=25.87 cfs10Q
=1.64 fps10
V
=8.85 cfs10Q
=1.65 fps10V
FILL IN WETLAND
SEE INSET 8A
GRAPHIC SCALE
0'50'50'25'
SHEET 43 OF 69
PERMIT DRAWING INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
8R-2561CA
PAVEMENT DESIGN6/2/999/1/2020...\R-2561CA_hyd_wet_PSH8.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
CLEARING
DENOTES MECHANIZED
CLEARING
DENOTES HAND
WETLAND
DENOTES FILL INFF
C
F
C
C
C
C
C
F
C
F
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
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
CCCCCCC
C
9
9 1010101010
10111212
12121313131414
15151515
151516
1616161617
171
7
17181818181818191919
19
19191919 20202020
2020
202020202020
20 202121212121
21212121
212222222222
2222222222
22
22232323 23232
3
2323 2323232323 2323 232424242424242424
242424
2424242424252
5
2
5
25
2
5
252525252525
25
252
5252525252525
25
25
25
25
2525
25 2626
26 2626 2626262626262
6
2626262626
26
26
2626
26
26
27272727 2727 2727272727
272727 2727
2727
27
27
27
27
272727 272727 2727
2727
282828282828 282828
282828282828
28
28
282828
28 2828
28282
929292
9
2929 29292929292929
2929292929
29
292929 292930
3030 30
3
0 303030 30303030303
0
3030
3
0
31313131 3131 31313131
313232 323232323232 3232
33
3
3
33 3333333333333333
333434 3434343434
34
34353535 35 3535
3535353
5
353535
35
36 3636363636363637373737 3737373738
3
8 3838383838
383839393939 39394040404040 404
0 40404041 41414141 41414141
4242424242 4242424
3
43 4343
4343 434343
444444444
4 44444444
454545 45454545 454545454545
454646 46464646 464646464646464747474747
4747
484848
484848
49
5051
NC 87 (OLD STAGE ROAD)NC 87 (OLD STAGE ROAD)72" CL72" CLS NARROW GAP ROAD1SFDSTOOPCONCWOODS
SOILWO ODSCULTIVATED
EXSITING R/W
EXSITING R/W
1SBKD
BENCH TIE SET IN 14" OAK
9.91' RIGHT
-BY1- STA 75+08.93
BM3 ELEV. 22.44'
32' PAVED ROADWAY31' PAVED ROADWAY 18' PAVED ROADWAYMON
R/W
MON
R/W
MON
R/W
EIS
100.00'EXISTING R/W
EXISTING R/W18" RCP18" RCP
S
15" RCP
15" RCP 15" RCP
WOODS
WOODS
G
72" CHL
72' CHL72" CHLCONC DITCH
W15" RCP15" RCP15" RCP10' BST
BST8' GR
60.00'EXSITING R/WEXSITING R/Wl
Pb
b
bb EOIEO
I EOIEOI
HW
CONC
VAR SOIL12' SOIL8' SOILEIS
WOODS
WOODS
WOODS
SHERRILL D. RIDENHOUR
PAMELA SUE CARROLL CAINES
BETTY ANN MYERS COOK
DOUGLAS M. COOK
BETTY ANN MYERS
DOUGLAS M. COOK
PAUL JEFFREY MARTIN
WILLIAM EUGENE BROWN
SHERRIL RIDENHOUR
DONALD RIDENHOUR
50
51 52 53
54
55
56
49
85
85
75 80
-L4- POC Sta. 86+21.03=
-Y4- POT Sta. 14+48.22
-L3- POT Sta. 84+16.32 L.A. 35' RT.
-L POT Sta. 84+16.32 L.B. =
GREU TL-3
GREU TL-3
CAT-1
PI Sta 88+24.93
D
L = 816.87'
T = 408.61'
R = 11,500.00'
SE = NC
-L4-
-Y4- POT Sta. 10+00.00
-L4- PC Sta. 84+16.32 L.A. (23' LT.)
CGAU
-L- POT Sta. 84+16.32 L.B. =
RCP-IV
15"
DI
REMOVE
REMOVE REMOVE REMOVE REMOVESEE DETAIL 35
FALSE SUMP
SEE DETAIL 35
FALSE SUMP
2GI-A 2GI-A
2GI-A
2GI-A2GI-A
24" RCP-III 24" RCP-III24"RCP-III15"REMOVE FLUME
2GI-A
EST 10 SYGF
EST 3 TONS
CLASS B RIP RAP
18" RCP-IV
SEE DETAIL 1, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
EST 28 SYGF
EST 13 TONS
CLASS B RIP RAP
GROUND ELEVATION
0 FT TO MATCH NATURAL
OUT TO 5-FT AND A DEPTH OF
FLARE DITCH BASE WIDTH
SEE DETAIL 8, PSH 2D-1
W/CLASS B RIP RAP
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 24, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 2, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 27, PSH 2D-1
TOE PROTECTION
CLASS B RIP RAP
PSH 2D-1
SEE DETAIL 35
FALSE SUMP
PSH 2D-1
SEE DETAIL 35
FALSE SUMP
PSH 2D-1
SEE DETAIL 5,
'V' DITCH
SPECIAL LATERAL
24" RCP-III24" RCP-III
24" RCP-III24" RCP-IIIEST 14 SYGF
EST 5 TONS
CLASS B RIP RAP
SEE DETAIL 8, PSH 2D-1
w/CLASS B RIP RAP
2-FT BASE DITCH
SPECIAL LATERAL SEE DETAIL 2, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 4, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL

END AT -L- STA. 74+00 RT
CLASS 'II' RIP RAP SEE SHEET 9MATCHLINE -L4- STA. 88+00.00MATCHLINE -L3- STA. 88+00.00NAD 83/NA 2011 MATCHLINE -L- STA. 74+00.00SEE SHEET 7MECHANIZED CLEARING
SITE 9
SITE 10
MECHANIZED CLEARINGMECHANIZED CLEARING
HAND CLEARING
FILL IN WETLAND
FILL IN WETLAND
HAND CLEARING
FILL IN WETLAND
=25.87 cfs10Q
=1.64 fps10
V
=8.85 cfs10Q
=1.65 fps10V
FILL IN WETLAND
SEE INSET 8A
GRAPHIC SCALE
0'50'50'25'
SHEET 44 OF 69
PERMIT DRAWING INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
8R-2561CA
PAVEMENT DESIGN6/2/999/1/2020...\R-2561CA_hyd_wet_PSH8_Contours.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
CLEARING
DENOTES MECHANIZED
CLEARING
DENOTES HAND
WETLAND
DENOTES FILL INFF
C
F
C
C
C
C
C
F
C
F
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
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
CCCCCCC
C
NC 87 (OLD STAGE ROAD)72" CL72" CLEXSITING R/W
EXSITING R/W
1SBKD
BENCH TIE SET IN 14" OAK
9.91' RIGHT
-BY1- STA 75+08.93
BM3 ELEV. 22.44'
31' PAVED ROADWAY
S
15" RCP
15" RCP 15" RCP
WOODS
WOODS
72" CHL
CONC DITCH
l
b
bb
12' SOIL8' SOILWOODS
BETTY ANN MYERS COOK
DOUGLAS M. COOK
75 80
GREU TL-3
GREU TL-3
CAT-1
REMOVE REMOVE REMOVE
SEE DETAIL 35
FALSE SUMP
2GI-A2GI-A
SEE DETAIL 1, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
EST 28 SYGF
EST 13 TONS
CLASS B RIP RAP
GROUND ELEVATION
0 FT TO MATCH NATURAL
OUT TO 5-FT AND A DEPTH OF
FLARE DITCH BASE WIDTH
SEE DETAIL 27, PSH 2D-1
TOE PROTECTION
CLASS B RIP RAP
PSH 2D-1
SEE DETAIL 35
FALSE SUMP
24" RCP-III24" RCP-IIIEST 14 SYGF
EST 5 TONS
CLASS B RIP RAP
SEE DETAIL 8, PSH 2D-1
w/CLASS B RIP RAP
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 4, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL

END AT -L- STA. 74+00 RT
CLASS 'II' RIP RAP
MECHANIZED CLEARING
SITE 9
SITE 10
MECHANIZED CLEARINGMECHANIZED CLEARING
HAND CLEARING
FILL IN WETLAND
FILL IN WETLAND
HAND CLEARING
FILL IN WETLAND
=25.87 cfs
10
Q
=1.64 fps
10
V
=8.85 cfs
10
Q
=1.65 fps10
V
FILL IN WETLAND
CLEARING
DENOTES MECHANIZED
CLEARING
DENOTES HAND INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
8AR-2561CA
PAVEMENT DESIGN6/2/999/1/2020...\R-2561CA_hyd_wet_PSH8A.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
SHEET 45 OF 69
PERMIT DRAWING
INSET 8A
MATCHLINE 74+00.00 -L- SEE INSET 7EGRAPHIC SCALE
0'25'25'
WETLAND
DENOTES FILL IN
NC GRID
NAD 83 NA 2011
FROM STA. 74+00 TO STA. 77+00 -L- RT
Fill Slope3:1 or Flatter
b= 2.0 Ft.
d= 1.0 Ft.
TYpe of Liner= Class B Rip-Rap
b
DETAIL 27
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
C
F
C
C
C
C
C
F
C
F
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
C
C
1419 20
20 2020
20 2021
21
21 2122
22 2222232323 23232324
24 242
5
25
25 2525 252525262626
2626
2626
26
26 272727 27272727
2727
27
27
27
2727 2727282828
2
8282828
28
2828
282828
2829292929
2929292929303030
303030
30313131
3131 323
2
3232 3232 333
3
3333333333 343
4
3
4
34
343535
35353535
35
36
3
636373738NC 87 (OLD STAGE ROAD)72" CL72" CLEXSITING R/W
EXSITING R/W
1SBKD
BENCH TIE SET IN 14" OAK
9.91' RIGHT
-BY1- STA 75+08.93
BM3 ELEV. 22.44'
31' PAVED ROADWAY
S
15" RCP
15" RCP 15" RCP
WOODS
WOODS
72" CHL
CONC DITCH
l
b
bb
12' SOIL8' SOILWOODS
BETTY ANN MYERS COOK
DOUGLAS M. COOK
75 80
GREU TL-3
GREU TL-3
CAT-1
REMOVE REMOVE REMOVE
SEE DETAIL 35
FALSE SUMP
2GI-A2GI-A
SEE DETAIL 1, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 27, PSH 2D-1
TOE PROTECTION
CLASS B RIP RAP
PSH 2D-1
SEE DETAIL 35
FALSE SUMP
24" RCP-III24" RCP-IIISEE DETAIL 8, PSH 2D-1
w/CLASS B RIP RAP
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 4, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL

END AT -L- STA. 74+00 RT
CLASS 'II' RIP RAP
MECHANIZED CLEARING
SITE 9
SITE 10
MECHANIZED CLEARINGMECHANIZED CLEARING
HAND CLEARING
FILL IN WETLAND
FILL IN WETLAND
HAND CLEARING
FILL IN WETLAND
=25.87 cfs
10
Q
=1.64 fps
10
V
=8.85 cfs
10
Q
=1.65 fps10
V
FILL IN WETLAND
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
8AR-2561CA
PAVEMENT DESIGN6/2/999/1/2020...\R-2561CA_hyd_wet_PSH8A_Contours.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
SHEET 46 OF 69
PERMIT DRAWING
INSET 8A
MATCHLINE 74+00.00 -L- SEE INSET 7ECLEARING
DENOTES MECHANIZED
CLEARING
DENOTES HAND
WETLAND
DENOTES FILL IN
FROM STA. 74+00 TO STA. 77+00 -L- RT
Fill Slope3:1 or Flatter
b= 2.0 Ft.
d= 1.0 Ft.
TYpe of Liner= Class B Rip-Rap
b
DETAIL 27
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
NC GRID
NAD 83 NA 2011
GRAPHIC SCALE
0'25'25'
C
F
C
C
C
C
C
F
C
F
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
C
C
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
130130
130130
140140
140140
150150
150150
9/1/2020...\R-2561CA_prm_wet_xpl_L.dgnUSER:tdoverbyPROJ. REFERENCE NO.SHEET NO.0
6/23/1620 20
30 30
40 40
10 10
75+00.00
20 20
30 30
40 40
10 10
75+50.00
20 20
30 30
40 40
10 10
76+00.00
20 20
30 30
40 40
10 10
76+50.00
30 30
40 40
20 2077+00.00
30 30
40 40
20 2077+50.00
X-26R-2561CA
-L-
5 10
EXCAVATION
UNSUITABLE
SHEET 47 OF 69
PERMIT DRAWING
E
E
RW
RW
WETLANDS
FILL IN
CLEARING
MECHANIZED
WETLANDS
FILL IN
CLEARING
MECHANIZED
CA
CLEARING
MECHANIZED
CLEARING
MECHANIZED
WETLANDS
FILL IN
WETLANDS
FILL IN
CLEARING
MECHANIZED
WETLAND
SITE 9
WETLAND
SITE 9
WETLAND
SITE 9
WETLAND
SITE 9
WETLAND
SITE 9
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
CA
CA
CLEARING
HAND
CLEARING
HAND
CLEARING
MECHANIZED
WETLANDS
FILL IN
CLEARING
MECHANIZED
WETLANDS
FILL IN
23.38
6
:1
6
:1 6:1
0.0250.025
26.31
22.503:14:1
2% BERM
20.48E. EOTE. EOT24.49
6
:1
6
:1 6:1
0.0250.025
26.66
22.803:14:1
20.96E. EOTE. EOT25.17
6
:1 6:1
0.0250.025
27.60
5
:1
23.10
4:13:1E. EOTE. EOT25.63
4
:1
4:1
6
:1 6:1
0.0250.025
28.54
23.403:1E. EOTE. EOT26.74
0.0250.025
6
:1 6:1
29.46
24.50
23.703:14:1 E. EOTE. EOT5
.25
:1
27.83
4:1
0.0250.025
6
:1 6:1
30.36
24.003:124.75
3:1
4
:1E. EOTE. EOT
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
130130
130130
140140
140140
150150
150150
8/17/2020...\R-2561CA_prm_wet_xpl_L.dgnUSER:tdoverbyPROJ. REFERENCE NO.SHEET NO.0
6/23/1630 30
40 40
50 50
20 2081+00.00
30 30
40 40
50 50
20 20
81+50.00
30 30
40 40
50 50
20 20
82+00.00
30 30
40 40
50 50
20 20
82+50.00
30 30
40 40
50 50
20 20
83+00.00
30 30
40 40
50 50
20 20
83+50.00
X-28R-2561CA
-L-
5 10
SHEET 48 OF 69
PERMIT DRAWING
WETLAND
SITE 10
WETLANDS
FILL IN
EXCAVATION
33.02
6
:1
0.0250.025
35.50
6
:1 6:1
37.56
24.153:15:1 E. EOTE. EOT6:1
34.02
0.0250.025
6
:1 6:1
38.50
25.453:136.42
5:1
6
:1E. EOTE. EOT6:1
34.85
0.0250.025
37.344:1
6
:1 6:1
39.45
26.753:16
:1E. EOTE. EOT6:1
35.97
6
:1
0.0250.025
38.274:1
6
:1 6:1
40.39
28.053:16:1E. EOTE. EOT37.09
6
:1
0.0250.025
4:1
6
:1 6:1
41.34
29.363:1E. EOTE. EOT39.19
6:1
38.04
6
:1
0.0250.025
4:1
6
:1 6:1
42.28
31.233:1E. EOTE. EOT40.11
6:1
WOODS
WOODS
48' WD
CULVERT48' WD
1SFDCULTIVATED
WOODS
VAR. PAVED ROADWAY
NC-11 SOUTH (GENERAL HOWE ROAD)
WOODS
EIPWOODSWOODSCULTIVATED
150.00'EXISTING R/W
EXISTING R/W
15" RCP
15" RCP 15" RCP
RIP RAPaEND10' GR10' SOIL72' CHL72' CHL72' CHL72' CHLVAR SOILTO SALTER ROAD
CONSTANCE W. WILLIAMS
DWAYNE WILLIAMS
BETTY L. WILLIAMS
DWAYNE L. WILLIAMS
CONSTANCE W. WILLIAMS
DWAYNE WILLIAMS
CONSTANCE W. WILLIAMS
DWAYNE WILLIAMS
ELLA MAE BROWN
SHERWOOD E. BROWN
CONSTANCE HALL
SHERRILL D. RIDENHOUR
76
77
10
-Y- POT Sta. 10+00.00
-Y- PC Sta. 10+48.60
PI Sta 19+51.92
D
L = 1,791.81'
T = 903.32'
R = 5,714.14'
-Y-
S.E. = 3%
R.O. = 81'
24"
REMOVE
15"
REMOVE
RETAIN
RETAIN
SEE DETAIL 27
TOE PROTECTION
CLASS 'B' RIP RAP
SEE DETAIL 2, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL SEE SHEET 11MATCHLINE -Y- STA. 14+00.00NAD 83/NA 2011
SEE SHEET 2D-1 FOR DRAINAGE DITCH DETAILS
SEE SHEET 24 FOR -Y- PROFILE
FILL IN WETLANDS
SITE 11
CLEARING
MECHANIZED
SEE INSET 10A
SHEET 49 OF 69
PERMIT DRAWING
GRAPHIC SCALE
0'50'50'25'
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
10R-2561CA
PAVEMENT DESIGN6/2/998/19/2020...\R-2561CA_hyd_wet_PSH10.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
CLEARING
DENOTES MECHANIZED
WETLAND
DENOTES FILL IN
C
F
C
F
C
F
C
F
C
F
C
F
C
F
1414141515151515
15151515
151515
15151515151616171718181819
19192020202020
212121212122
222222
22232323 23
2323232424242424242525252525 25252525
26
26262626
2727
272727272727282828 28282828282929292929
2929293030303030303030303030
3030
303030313131
31
31313131313131
3132
323232
32323232323233333333
33
33333333333333 3333
333434343434
34343434343434
34343434343
43535 35353535
3535353535353535353
5
3535353636
3636363636363637373737373737373737373737383838
383838383838393939393939393940404040404040404040
40
4041414141
414141
4
2
424242
42424243434343434444444444454545454545464646
4647
4747474848494950 5050515253WOODS
WOODS
48' WD
CULVERT48' WD
1SFDCULTIVATED
WOODS
VAR. PAVED ROADWAY
NC-11 SOUTH (GENERAL HOWE ROAD)
WOODS
EIPWOODSWOODSCULTIVATED
150.00'EXISTING R/W
EXISTING R/W
15" RCP
15" RCP 15" RCP
RIP RAPaEND10' GR10' SOIL72' CHL72' CHL72' CHL72' CHLVAR SOILTO SALTER ROAD
CONSTANCE W. WILLIAMS
DWAYNE WILLIAMS
BETTY L. WILLIAMS
DWAYNE L. WILLIAMS
CONSTANCE W. WILLIAMS
DWAYNE WILLIAMS
CONSTANCE W. WILLIAMS
DWAYNE WILLIAMS
ELLA MAE BROWN
SHERWOOD E. BROWN
CONSTANCE HALL
SHERRILL D. RIDENHOUR
76
77
10
-Y- POT Sta. 10+00.00
-Y- PC Sta. 10+48.60
PI Sta 19+51.92
D
L = 1,791.81'
T = 903.32'
R = 5,714.14'
-Y-
S.E. = 3%
R.O. = 81'
24"
REMOVE
15"
REMOVE
RETAIN
RETAIN
SEE DETAIL 27
TOE PROTECTION
CLASS 'B' RIP RAP
SEE DETAIL 2, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL SEE SHEET 11MATCHLINE -Y- STA. 14+00.00NAD 83/NA 2011
SEE SHEET 2D-1 FOR DRAINAGE DITCH DETAILS
SEE SHEET 24 FOR -Y- PROFILE
FILL IN WETLANDS
SITE 11
CLEARING
MECHANIZED
SEE INSET 10A
SHEET 50 OF 69
PERMIT DRAWING
GRAPHIC SCALE
0'50'50'25'
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
10R-2561CA
PAVEMENT DESIGN6/2/998/19/2020...\R-2561CA_hyd_wet_PSH10_Contours.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
CLEARING
DENOTES MECHANIZED
WETLAND
DENOTES FILL IN
C
F
C
F
C
F
C
F
C
F
C
F
C
F
48' WD
CULVERTVAR. PAVED ROADWAY
NC-11 SOUTH (GENERAL HOWE ROAD)
WOODS
150.00'EXISTING R/W
15" RCP 15" RCP
RIP RAPENDGREU TL-3
24"
REMOVE
SEE DETAIL 27
TOE PROTECTION
CLASS 'B' RIP RAP
FILL IN WETLANDS
SITE 11
CLEARING
MECHANIZED
CLEARING
DENOTES MECHANIZED
WETLAND
DENOTES FILL IN
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
10AR-2561CA
PAVEMENT DESIGN6/2/998/21/2020...\R-2561CA_hyd_wet_PSH10A.dgnUSER:toverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
INSET 10A
GRAPHIC SCALE
0'25'25'SEE INSET 11AMATCHLINE 14+00.00 -Y-SHEET 51 OF 69
PERMIT DRAWING
NC GRI
DNAD 83 NA 2011FROM STA. 12+73 TO STA. 13+26 -Y- LT
Fill Slope3:1 or Flatter
b= 2.0 Ft.
d= 1.0 Ft.
TYpe of Liner= Class B Rip-Rap
b
DETAIL 27
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
F
C
F
C
F
C
F
C
F
151515151617
18191920202021
212222
232323
2424
2548' WD
CULVERTVAR. PAVED ROADWAY
NC-11 SOUTH (GENERAL HOWE ROAD)
WOODS
150.00'EXISTING R/W
15" RCP 15" RCP
RIP RAPENDGREU TL-3
24"
REMOVE
SEE DETAIL 27
TOE PROTECTION
CLASS 'B' RIP RAP
FILL IN WETLANDS
SITE 11
CLEARING
MECHANIZED
CLEARING
DENOTES MECHANIZED
WETLAND
DENOTES FILL IN
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
10AR-2561CA
PAVEMENT DESIGN6/2/998/21/2020...\R-2561CA_hyd_wet_PSH10A_Contours.dgnUSER:toverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
INSET 10A
GRAPHIC SCALE
0'25'25'SEE INSET 11AMATCHLINE 14+00.00 -Y-SHEET 52 OF 69
PERMIT DRAWING
NC GRI
DNAD 83 NA 2011FROM STA. 12+73 TO STA. 13+26 -Y- LT
Fill Slope3:1 or Flatter
b= 2.0 Ft.
d= 1.0 Ft.
TYpe of Liner= Class B Rip-Rap
b
DETAIL 27
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
F
C
F
C
F
C
F
C
F
1SF
D
SIS
FD
DK48' WW48' WW48' WWDK
PORCH
COV
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS WOODSWEYMAN CREEKWEYMAN CREEKLANDSCAPE
TIMBERS
SHRUB
S WOODSS
NC-11 SOUTH (GENERAL HOWE ROAD)
28
' PAVED ROADWAY
27' PAVED ROADWAY
NC-11 SOUTH (GENERAL HOWE ROAD)WOODSSSEIP
R
/W
-E
IP
20
.79'150.00'EXISTING R/W
EXISTING R/W150.00'EXISTING R/W
EXISTING R/W15" RCP 42" WDWWCONC 9' SOIL9' SOIL9' SOIL9' SOILB
HTR
9' SOILWD
DKW
BC
O
NC
48"
BHWCONCHWCONCHWCONCbHIPPHHHHPEOI TEOIEOIEOIEORIEORI
HW
CONCHW
CONC
CONC
MTL CAN
MTL CAN
MTL CAN
8' SOIL
SHERRILL D. RIDENHOUR
JIMMIE R. HEATH
MARIA WESTMORELAND
WILLIAM WESTMORELAND
MARIA WESTMORELAND
WILLIAM WESTMORELAND
MARIA WESTMORELAND
WILLIAM WESTMORELAND
JOHN C. STOCKS
WOODS
CONSTANCE W. WILLIAMS
DWAYNE WILLIAMS
ANDREA M. KENDALL
DAVID L. KENDALL
43
190.00' LT+60.00 -RPD- 190.00' LT+85.00 -RPD-45
32
77 78 78 PC15 20
25
GREU TL-3 -RPD- POT Sta. 24+92.89GREU TL-3
GREU TL-3
GREU TL-3
TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77
-DR3- PC Sta. 11+21.93
-DR3- PT Sta. 12+09.22
-DR3- POT Sta. 12+31.14
PI Sta 19+51.92
D
L = 1,791.81'
T = 903.32'
R = 5,714.14'
-Y-
S.E. = 3%
R.O. = 81'
-DR3-
PI Sta 11+66.85
D
L = 87.29'
T = 44.92'
R = 150.00'
-Y- POC Sta. 25+34.70=
S.E. = NC (0.025)S.E. = NC-DR4- POT 10+00.00
PI Sta 10+57.37
D
L = 37.45'
T = 18.95'
R = 100.00'
PI Sta 11+33.10
D
L = 42.59'
T = 21.62'
R = 100.00'
S.E. = NC (0.025)S.E. = NC (0.025)
-DR4-
-DR4- PT 10+75.87
-DR4- PC 10+38.42
-DR4- PT 11+54.07
-DR4- PC 11+11.47
-DR4- POT 11+99.81 R = 75.00'-Y- POC Sta. 26+90.44=
1
0
-DR3- POT Sta. 9+50.00
REMOVE
2GI
2GI
REMOVE
16+31 LT.
BEGIN RIP RAP
EST 5 SYGF
EST 1 TONS
CLASS 'B' RIP RAP
EST 7 SYGF
EST 2 TONS
CLASS 'B' RIP RAP
EST 7 SYGF
EST 2 TONS
CLASS 'B' RIP RAP
2 ELBOWS
15" W/15"15"18" R
C
P
-III
18"
SEE DETAIL 20
2-FT BASE DITCH
SPECIAL LATERAL
EST 7 SYGF
EST 2 TONS
CLASS B RIP RAP
EST 7 SYGF
EST 2 TONS
CLASS B RIP RAP
ELBOWS18" w/ 2
18
" w
/ 2
ELBOW
S
TB 2GI
BDO
BDO
EST 10 SYGF
EST 3 TONS
CLASS B RIP RAP
SEE DETAIL 31, PSH 2D-1
RIP RAP AT EMBANKMENT
SEE DETAIL 27, PSH 2D-1
TOE PROTECTION
CLASS 'B' RIP RAP
SEE DETAIL 2, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 2, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 6, PSH 2D-1
SPECIAL LATERAL'V' DITCH
SEE DETAIL 24, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 32, PSH 2D-1CLASS I RIP RAPCHANNELPIPE OUTLET SEE DETAIL 6, PSH 2D-1'V' DITCHSPECIAL LATERAL2@54" RCP-IV BURIED 1-FT BOTH ENDSW/APPROXIMATE 34-FT BASE
AND RE-ESTABLISH CHANNEL
REMOVE EXISTING CULVERT
-Y- STA. 17+48 LT
END CL. 'II' RIP RAP
ELEV.= 17.8 (TYP.)
CL. 'II' RIP RAP TO
-Y- STA. 17+56 RT
END CL. 'II' RIP RAP
-Y- STA.16+37 RT
BEGIN CL. 'II' RIP RAP
SEE SHEET 7MATCHLINE -Y- STA. 27+00.00 NAD 83/NA 2011
MATCHLINE -Y- STA. 14+00.00SEE SHEET 10SEE SHEET 2D-1 FOR DRAINAGE DITCH DETAILS
SEE SHEET 28 FOR -DR4- PROFILE
SEE SHEET 27 FOR -DR3- PROFILE
SEE SHEET 24 FOR -Y- PROFILE
SITE 11
SITE 11
SITE 11
IN SURFACE WATER
TEMPORARY IMPACTS

IN SURFACE WATERTEMPORARY IMPACTS IN SURFACE WATER
TEMPORARY IMPACTS

=7.27 cfs10Q
=1.84 fps10V
=7.47 cfs10Q
=2.00 fps10V
FILL IN WETLANDS
CLEARING
MECHANIZED
SEE INSET 11A
SHEET 53 OF 69
PERMIT DRAWING
GRAPHIC SCALE
0'50'50'25'
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
11R-2561CA
PAVEMENT DESIGN6/2/999/1/2020...\R-2561CA_hyd_wet_PSH11.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
CLEARING
DENOTES MECHANIZED
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL IN
CCCCCCCCCCCCFFFFFFCCCFF
C
F
C
F
C
F
C
F
C C
F
F
F
F
F
F
F
F
F
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
FC
CCF
F
F
C
445556667
7777888999
91010101
0
101010
10111111111
1
1111121212121
2121
3131313131313
1313 13
1313131313141414141
4
14
14
14
141414
14
14
14
14141
4
141414141
4
1414
141414 1414141414 1414
141414141414141414
1414141414
1414141515151515
15
1515151
5
1
515
1515 15
1
5
151515
15151515151515151515151515151515151515 1515 15151515 15151515151515151515
151515
1515151515151515151515 15151515151516
1616
161616161616
161616 17171717
1717171717 17171718181818
1818181818 181819191919191919
19191919 19 20202020
2020
202020
20
2
0202020 20202020
212
1
21
21
2121212121
2121
2122222222
22
222222222222
2222 22232323232323232323
2323
2424242424 24242424
2424
242424
2525252525252525252
5252525
25252525262626262626262626
26
26262627272727272727272727
2727282828282828282
828
28 2829292929292929292
9
29292929303030303030303030
303030
303030
30
30
3
030
31313131313131
3
1
31
31
3131
313131323232 323232
32323
2
32 323232
3232333333333333
3
3333
3
333333
3333
333434
3
4343434
3
434
34
3434343434
34
34343434353
535353535 353535353
5
3535353535 353535
36
36
363636 363636363636
3636
36373737
37
3
7 3737
3737 37373738
38383838
383939 3940
40404
0
404141
411SF
D
SIS
FD
DK48' WW48' WW48' WWDK
PORCH
COV
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS WOODSWEYMAN CREEKWEYMAN CREEKLANDSCAPE
TIMBERS
SHRUB
S WOODSS
NC-11 SOUTH (GENERAL HOWE ROAD)
28
' PAVED ROADWAY
27' PAVED ROADWAY
NC-11 SOUTH (GENERAL HOWE ROAD)WOODSSSEIP
R
/W
-E
IP
20
.79'150.00'EXISTING R/W
EXISTING R/W150.00'EXISTING R/W
EXISTING R/W15" RCP 42" WDWWCONC 9' SOIL9' SOIL9' SOIL9' SOILB
HTR
9' SOILWD
DKW
BC
O
NC
48"
BHWCONCHWCONCHWCONCbHIPPHHHHPEOI TEOIEOIEOIEORIEORI
HW
CONCHW
CONC
CONC
MTL CAN
MTL CAN
MTL CAN
8' SOIL
SHERRILL D. RIDENHOUR
JIMMIE R. HEATH
MARIA WESTMORELAND
WILLIAM WESTMORELAND
MARIA WESTMORELAND
WILLIAM WESTMORELAND
MARIA WESTMORELAND
WILLIAM WESTMORELAND
JOHN C. STOCKS
WOODS
CONSTANCE W. WILLIAMS
DWAYNE WILLIAMS
ANDREA M. KENDALL
DAVID L. KENDALL
43
190.00' LT+60.00 -RPD- 190.00' LT+85.00 -RPD-45
32
77 78 78 PC15 20
25
GREU TL-3 -RPD- POT Sta. 24+92.89GREU TL-3
GREU TL-3
GREU TL-3
TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77
-DR3- PC Sta. 11+21.93
-DR3- PT Sta. 12+09.22
-DR3- POT Sta. 12+31.14
PI Sta 19+51.92
D
L = 1,791.81'
T = 903.32'
R = 5,714.14'
-Y-
S.E. = 3%
R.O. = 81'
-DR3-
PI Sta 11+66.85
D
L = 87.29'
T = 44.92'
R = 150.00'
-Y- POC Sta. 25+34.70=
S.E. = NC (0.025)S.E. = NC-DR4- POT 10+00.00
PI Sta 10+57.37
D
L = 37.45'
T = 18.95'
R = 100.00'
PI Sta 11+33.10
D
L = 42.59'
T = 21.62'
R = 100.00'
S.E. = NC (0.025)S.E. = NC (0.025)
-DR4-
-DR4- PT 10+75.87
-DR4- PC 10+38.42
-DR4- PT 11+54.07
-DR4- PC 11+11.47
-DR4- POT 11+99.81 R = 75.00'-Y- POC Sta. 26+90.44=
1
0
-DR3- POT Sta. 9+50.00
REMOVE
2GI
2GI
REMOVE
16+31 LT.
BEGIN RIP RAP
EST 5 SYGF
EST 1 TONS
CLASS 'B' RIP RAP
EST 7 SYGF
EST 2 TONS
CLASS 'B' RIP RAP
EST 7 SYGF
EST 2 TONS
CLASS 'B' RIP RAP
2 ELBOWS
15" W/15"15"18" R
C
P
-III
18"
SEE DETAIL 20
2-FT BASE DITCH
SPECIAL LATERAL
EST 7 SYGF
EST 2 TONS
CLASS B RIP RAP
EST 7 SYGF
EST 2 TONS
CLASS B RIP RAP
ELBOWS18" w/ 2
18
" w
/ 2
ELBOW
S
TB 2GI
BDO
BDO
EST 10 SYGF
EST 3 TONS
CLASS B RIP RAP
SEE DETAIL 31, PSH 2D-1
RIP RAP AT EMBANKMENT
SEE DETAIL 27, PSH 2D-1
TOE PROTECTION
CLASS 'B' RIP RAP
SEE DETAIL 2, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 2, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 6, PSH 2D-1
SPECIAL LATERAL'V' DITCH
SEE DETAIL 24, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 32, PSH 2D-1CLASS I RIP RAPCHANNELPIPE OUTLET SEE DETAIL 6, PSH 2D-1'V' DITCHSPECIAL LATERAL2@54" RCP-IV BURIED 1-FT BOTH ENDSW/APPROXIMATE 34-FT BASE
AND RE-ESTABLISH CHANNEL
REMOVE EXISTING CULVERT
-Y- STA. 17+48 LT
END CL. 'II' RIP RAP
ELEV.= 17.8 (TYP.)
CL. 'II' RIP RAP TO
-Y- STA. 17+56 RT
END CL. 'II' RIP RAP
-Y- STA.16+37 RT
BEGIN CL. 'II' RIP RAP
SEE SHEET 7MATCHLINE -Y- STA. 27+00.00 NAD 83/NA 2011
MATCHLINE -Y- STA. 14+00.00SEE SHEET 10SEE SHEET 2D-1 FOR DRAINAGE DITCH DETAILS
SEE SHEET 28 FOR -DR4- PROFILE
SEE SHEET 27 FOR -DR3- PROFILE
SEE SHEET 24 FOR -Y- PROFILE
SITE 11
SITE 11
SITE 11
IN SURFACE WATER
TEMPORARY IMPACTS

IN SURFACE WATERTEMPORARY IMPACTS IN SURFACE WATER
TEMPORARY IMPACTS

=7.27 cfs10Q
=1.84 fps10V
=7.47 cfs10Q
=2.00 fps10V
FILL IN WETLANDS
CLEARING
MECHANIZED
SEE INSET 11A
SHEET 54 OF 69
PERMIT DRAWING
GRAPHIC SCALE
0'50'50'25'
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
11R-2561CA
PAVEMENT DESIGN6/2/999/1/2020...\R-2561CA_hyd_wet_PSH11_Contours.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
CLEARING
DENOTES MECHANIZED
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL IN
CCCCCCCCCCCCFFFFFFCCCFF
C
F
C
F
C
F
C
F
C C
F
F
F
F
F
F
F
F
F
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
FC
CCF
F
F
C
WOODS
WOODS
WOODS
WOODS
WOODS WOODSWEYMAN CREEKWEYMAN CREEK27' PAVED ROADWAY
NC-11 SOUTH (GENERAL HOWE ROAD)WOODS150.00'EXISTING R/W
EXISTING R/WWWCONC HWCONCHWCONCHWCONCEOIEORIEORIWOODS
77
15
GREU TL-3
GREU TL-3
GREU TL-3
TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77
2GI
2GI
EST 5 SYGF
EST 1 TONS
CLASS 'B' RIP RAP
EST 7 SYGF
EST 2 TONS
CLASS 'B' RIP RAP
EST 7 SYGF
EST 2 TONS
CLASS 'B' RIP RAP
2 ELBOWS
15" W/15"15"ELBOWS18" w/ 2
18
" w
/ 2
ELBOW
S
TB 2GI
BDO
SEE DETAIL 31, PSH 2D-1
RIP RAP AT EMBANKMENT
SEE DETAIL 27, PSH 2D-1
TOE PROTECTION
CLASS 'B' RIP RAP
W/APPROXIMATE 34-FT BASE
AND RE-ESTABLISH CHANNEL
REMOVE EXISTING CULVERT SITE 11
SITE 11
SITE 11
IN SURFACE WATER
TEMPORARY IMPACTS

IN SURFACE WATER
TEMPORARY IMPACTS

=7.27 cfs
10
Q
=1.84 fps10
V
=7.47 cfs10Q
=2.00 fps
10
V
FILL IN WETLANDS
CLEARING
MECHANIZED
CLEARING
DENOTES MECHANIZED
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL IN
SEE INSET 10AMATCHLINE 14+00.00 -Y- GRAPHIC SCALE
0'25'25'
SHEET 55 OF 69
PERMIT DRAWING
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
11AR-2561CA
PAVEMENT DESIGN6/2/999/1/2020...\R-2561CA_hyd_wet_PSH11A.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
INSET 11ANC GRI
DNAD 83 NA 2011( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 16+71 TO STA. 16+85 -Y- LT
DETAIL 31
Grade
Ditch
2.0'
GEOTEXTILE
Geotextile= 20 SY
Type of Liner= 12 TONS,CL I Rip-Rap
10'min.
1.0'min.
F
C
F
C
F
C
F
C
F
C C
F
F
F
F
F
F
F
F
F
C
F
F
FC
CCF
F
F
C
4455667
77788899
91010
101
0
11111
1
1112121213
131414
14
1414
14
1
4
14 1414141414141414
141515151515
15 15151515151515 151515151515
1515151515161616
16
16
16171717
1717181818
18
18191919
191920 2020
202020
2020212121
21
212122222222
22
22232323
2323
242424
24
252525 26
2627282930 WOODS
WOODS
WOODS
WOODS
WOODS WOODSWEYMAN CREEKWEYMAN CREEK27' PAVED ROADWAY
NC-11 SOUTH (GENERAL HOWE ROAD)WOODS150.00'EXISTING R/W
EXISTING R/WWWCONC HWCONCHWCONCHWCONCEOIEORIEORIWOODS
77
15
GREU TL-3
GREU TL-3
GREU TL-3
TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77
2GI
2GI
EST 5 SYGF
EST 1 TONS
CLASS 'B' RIP RAP
EST 7 SYGF
EST 2 TONS
CLASS 'B' RIP RAP
EST 7 SYGF
EST 2 TONS
CLASS 'B' RIP RAP
2 ELBOWS
15" W/15"15"ELBOWS18" w/ 2
18
" w
/ 2
ELBOW
S
TB 2GI
BDO
SEE DETAIL 31, PSH 2D-1
RIP RAP AT EMBANKMENT
SEE DETAIL 27, PSH 2D-1
TOE PROTECTION
CLASS 'B' RIP RAP
W/APPROXIMATE 34-FT BASE
AND RE-ESTABLISH CHANNEL
REMOVE EXISTING CULVERT SITE 11
SITE 11
SITE 11
IN SURFACE WATER
TEMPORARY IMPACTS

IN SURFACE WATER
TEMPORARY IMPACTS

=7.27 cfs
10
Q
=1.84 fps10
V
=7.47 cfs10Q
=2.00 fps
10
V
FILL IN WETLANDS
CLEARING
MECHANIZED
CLEARING
DENOTES MECHANIZED
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL IN
SEE INSET 10AMATCHLINE 14+00.00 -Y- GRAPHIC SCALE
0'25'25'
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
11AR-2561CA
PAVEMENT DESIGN6/2/999/1/2020...\R-2561CA_hyd_wet_PSH11A_Contours.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
SHEET 56 OF 69
PERMIT DRAWING
NC GRI
DNAD 83 NA 2011INSET 11A
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 16+71 TO STA. 16+85 -Y- LT
DETAIL 31
Grade
Ditch
2.0'
GEOTEXTILE
Geotextile= 20 SY
Type of Liner= 12 TONS,CL I Rip-Rap
10'min.
1.0'min.
F
C
F
C
F
C
F
C
F
C C
F
F
F
F
F
F
F
F
F
C
F
F
FC
CCF
F
F
C
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
130130
130130
140140
140140
150150
150150
8/17/2020...\R-2561CA_prm_wet_xpl_Y.dgnUSER:tdoverbyPROJ. REFERENCE NO.SHEET NO.0
6/23/1620 20
30 30
40 40
10 10
13+00.00
20 20
30 30
40 40
10 10
13+50.00
20 20
30 30
40 40
10 10
14+00.00
20 20
30 30
40 40
10 10
14+50.00
20 20
30 30
40 40
10 10
15+00.00
20 20
30 30
10 10
15+50.00
X-48R-2561CA
-Y-
5 10
EXCAVATION
UNDERCUT
SHALLOW
EXCAVATION
UNSUITABLE
SHEET 57 OF 69
PERMIT DRAWING
WETLAND
SITE 11
WETLAND
SITE 11
WETLAND
SITE 11
WETLAND
SITE 11
WETLAND
SITE 11
WETLAND
SITE 11
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
WETLANDS
FILL IN
CLEARING
MECHANIZED
CLEARING
MECHANIZED
CLEARING
MECHANIZED
CLEARING
MECHANIZED
CLEARING
MECHANIZED
CLEARING
MECHANIZED
23.20
4:1
0.0300.030
4
:119.75
3:1E. EOTE. EOT22.62
4:1
4
:1
0.0300.030
19.33
3:1E. EOTE. EOT22.32
4:1 0.0300.030
4
:118.90
3:1
E. EOTE. EOT21.95
4:1 0.0300.030
21.603:118.19
3:1
E. EOTE. EOT21.81
4:1 0.0300.030
21.553:117.49
3:1E. EOTE. EOT21.95
0.0300.030
21.703:1
3:116.78
3:1E. EOTE. EOT
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
130130
130130
140140
140140
150150
150150
8/17/2020...\R-2561CA_prm_wet_xpl_Y.dgnUSER:tdoverbyPROJ. REFERENCE NO.SHEET NO.0
6/23/1620 20
30 30
10 10
16+00.00
20 20
30 30
10 1016+50.00
10 10
20 20
30 30
40 40
0 0
17+00.00
10 10
20 20
30 30
0 0
17+50.00
20 20
30 30
10 10
18+00.00
X-49R-2561CA
-Y-
5 10
EXCAVATION
UNSUITABLE
SHEET 58 OF 69
PERMIT DRAWING
CLEARING
MECHANIZED
CLEARING
MECHANIZED
WETLAND
SITE 11
WETLAND
SITE 11
WETLAND
SITE 11
WETLAND
SITE 11
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
CLEARING
MECHANIZED
CLEARING
MECHANIZED
WETLANDS
FILL IN
WETLANDS
FILL IN
CLEARING
MECHANIZED
WETLANDS
FILL IN
CLEARING
MECHANIZED
WETLAND
SITE 11
WETLAND
SITE 11
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
22.29
0.0300.030
22.043:1
3:116.07
3:1E. EOTE. EOT22.57
0.0300.030
-Y- 16+48.00 +/-
BEGIN BRIDGE
14.19
3:1EMBANKMEN
TTI
E TO BRI
DGE E. EOTE. EOT23.08
0.0300.030
-Y- 17+38.00+/-
END BRIDGE
E. EOTE. EOT23.54
0.0300.030
3:1
3:1E. EOTE. EOT24.12
0.0300.030
23.943:1
3:1E. EOTE. EOT
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
130130
130130
140140
140140
150150
150150
8/17/2020...\R-2561CA_prm_wet_xpl_Y.dgnUSER:tdoverbyPROJ. REFERENCE NO.SHEET NO.0
6/23/1620 20
30 30
40 40
10 10
18+50.00
20 20
30 30
40 40
10 1019+00.00
20 20
30 30
40 40
10 10
19+50.00
20 20
30 30
40 40
10 10
20+00.00
20 20
30 30
40 40
10 10
20+50.00
30 30
40 40
20 2021+00.00
X-50R-2561CA
-Y-
5 10
EXCAVATION
UNDERCUT
SHALLOW
EXCAVATION
UNSUITABLE
SHEET 59 OF 69
PERMIT DRAWING
WETLAND
SITE 11
WETLAND
SITE 11
WETLAND
SITE 11
WETLAND
SITE 11
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
FILL IN WETLANDS
CLEARING
MECHANIZED
CLEARING
MECHANIZED
WETLANDS
FILL IN
CLEARING
MECHANIZED
CLEARING
MECHANIZED
CLEARING
MECHANIZED
WETLAND
SITE 11
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
24.82
0.0300.0303:1
3:1E. EOTE. EOT25.58 4
:1
0.0300.0303:1 E. EOTE. EOT26.36
4
:1
0.0300.0303:1
20.16
3:1E. EOTE. EOTBEGIN SHALLOW UNDERCUT AT STA. 19+75
27.05 4:1
0.0300.030
3:1
21.16
3:1E. EOTE. EOTEND SHALLOW UNDERCUT AT STA. 20+25
27.68
4
:1
4:1
0.0300.030
22.16
3:1
23.823:1E. EOTE. EOT28.25
4
:1
4:1
0.0300.030
24.823:123.16
3:1E. EOTE. EOT
0
10
20
30
40
50
60
70
80
0
10
20
30
40
50
60
70
80
90
0
10
20
30
40
50
60
0
10
20
30
40
50
60
70
80
90
0
10
20
30
40
50
60
20
0
20
30
40
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
8/21/2020...\R-2561CA_Rdy_pfl_24.dgnUSER:tdoverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2561CA 24
FOR PLAN SEE SHEET 10 & 11
FOR PLAN SEE SHEET 7 & 11
-Y-
-Y-
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
24 25 26 27 28 29 30 31 32 33 34 35 36 37 38
-10-10
Hotty Toddy
1 Glenwood Avenue
Raleigh, NC 27603
Tel:[phone]
Fax:[phone]
License: C-2197
Engineering & Construction, Inc.
RIGHT DITCH
DITCH LEGEND
LEFT DITCH
SHEET 60 OF 69
PERMIT DRAWING
PI = 12+50.00
EL = 23.40'
(-)2.1917%(-)0.6482%
VC = 280'
K = 181
PI = 15+00.00
EL = 21.78'
(-)0.6482%(+)0.7680%
VC = 200'
K = 141
PI = 17+50.00
EL = 23.70'
(+)0.7680%(+)1.4840%
VC = 200'
K = 279 PI = 20+00.00
EL = 27.41'
(+)1.4840%(+)1.3114%
VC = 200'
K = 1159
PI = 23+50.00
EL = 32.00'
(+)1.3114%(+)4.3575%
VC = 420'
K = 138
ELEV. = 26.69'
-Y- STA. 11+00.00
BEGIN GRADE
BENCH TIE SET IN 14" PINE
S 7 18' 52" E DIST. 41.91'
FROM -Y- STA. 10+00.00
N 226503 E 2217307
BM5 ELEVATION = 27.01'
BENCH TIE SET IN 14" PINE
-Y- STA. 28+23.59 33.63' RIGHT
N 228232 E 2217843
BM6 ELEVATION = 35.49'
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
= 1,620
= 50
= 16.8
= 2,104
= 100
= 17.8
= 4,000
= 500+
= 22.7*
=
= JUNE 2018
= 12.7
Sta. 14+58.05 -Y- Lt., Elevation = 22.7'
*Overtopping occues at low point in high shoulder
12' x 12' RCBC
REMOVE EXISTING
(-)0.8500%
(+)2.2100%
ELEV.=22.63'
STA. 11+00 RT
BEGIN DITCH GRADE
ELEV.=19.75'PI STA. 13+00 RT(-)1.4400%ELEV.=18.90'PI STA. 14+00 RTELEV.=13.81'
STA. 16+60 RT
END DITCH GRADE
ELEV.=25.82'
PI STA. 21+50 LT
ELEV.=23.32'
STA. 20+25 LT
BEGIN DITCH GRADE
(+)1.7600%
(+)2.0000%
ELEV.=20.16'
STA. 19+50 RT
BEGIN DITCH GRADE ELEV.=25.16'PI STA. 22+00 RTAT DOWNSTREM FACE (RT)
BOTTOM OF EXTERIOR GIRDER
EST. 1,100 CY
ELEVATION=13.5
EXCAVATION TO
(TYPICAL)
3'-6" MIN.
2:
1 2:1ELEV.=16.07'
PI STA. 16+00 RT
(-)1.4150%
(-)3
.7606%
(+)2.0000%
ON 4'-0" END BENT CAPS
54" PRE-STRESSED CONCRETE GIRDER
PROPOSED 1@90'
SKEW=80 DEGREES
GP ELEV.=23.30'
L STA. 16+93 -Y-C
AT DOWNSTREM FACE (RT)
BOTTOM OF EXTERIOR GIRDER
ELEVATION=13.5
EXCAVATION TO
2-FT THICK
CL. 'II' RIP RAP
ELEV.=7.6
(TYPICAL)
3'-6" MIN.
(TYPICAL)
3'-6" MIN.
ELEV.=13.5
EST. 1,100 CY
ELEVATION=13.5
EXCAVATION TO
2-FT THICK
CL. 'II' RIP RAP
(+)4.3575%
PI = 27+50.00
EL = 49.43'
(+)4.3575%(+)2.9367%
VC = 225'
K = 158
(+)2.9367%(-)2.3410%
PI = 33+82.00
EL = 67.99'
(+)2.9367%(-)2.3410%
VC = 1,000'
K = 189
BENCH TIE SET IN 10" OAK
-Y- STA. 36+74.54 28.61' RIGHT
N 228994 E 2218222
BM7 ELEVATION = 38.39'
(-)1.1170%
ELEV.=34.30'
STA. 35+32 LT
BEGIN DITCH GRADE
ELEV.=31.13'
STA 37+50
PROPOSED 54" RCP-IV
ELEV.=31.75'PI STA. 37+50 LT(+)0.6700%
(-)1.0000%
(+)2.2100%
(+)1.7600%
ELEV.=33.84'
STA 36+50 RT
END DITCH GRADE
ELEV = 32.48'
STA. 28+22 LT
END DITCH GRADE
ELEV = 33.48'
STA. 32+75 LT
END DITCH GRADE
ELEV = 35.32'
STA. 30+00 LT
BEGIN DITCH GRADE
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 36.9
= 122
= 500+/-
= 50
= 86
= 35.6
= 94
= 35.9
= 33.7
PROPOSED 54" RCP-IV Sta. 37+50
ELEV.=33.50'
EQ -L- STA. 56+32 LT
-Y- STA. 35+23 RT
ELEV = 33.43'
EQ -DR3- STA. 11+58 LT
-Y- STA. 27+27 LT
(+)0.2677%
ELEV.=31.79'
EQ -DR4- STA. 10+44 RT
-Y- STA. STA 25+00 RT
ELEV.=33.74'
EQ -DR3- STA. 11+25 RT
-Y- STA. 26+00 LT
ELEV.=33.50'
STA 26+00 RT
END DITCH GRADE
ELEV.=32.83'
STA 25+61 RT
BEGIN DITCH GRADE
(+)1.7100%
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 37.5
= 139
= 500+
= 50
= 81
= 34.4
= 89
= 34.6
= 47.4
PROPOSED 2@54" RCP-IV BURIED 1' Sta. 27+87
ELEV.=29.89' (BURIED)
STA 27+87
PROPOSED 2@54" RCP-IV BURIED 1 FT
8/17/99REVISIONSSHEET NO.PROJECT REFERENCE NO.
ENGINEER
R/W SHEET NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2561CA
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue 2D-3
HYDRAULICS
2/22/2021...\CADD\PSH\R2561CA_hyd_2D3.dgnUSER:DGardner

A
NILO
RAC HTRO
NLA
NOISSEFORP
REENIGNE35621
SEAL
LLEWOH .M
WERDNABRIDGE NO. 374 (-Y- STA. 16+93.00)
PROPOSED STREAM BED DETAILS
2’-0"
RIP RAP TO FILL IN VOIDS
TOP DRESS WITH CL ’B’
CL ’II’ RIP RAP 2-FT THICK
(TYPICAL)
SECTION A-A PROPOSED FLOODPLAIN BENCH
2’-0"
(TYPICAL)
SECTION B-B PROPOSED STREAM BED
PROPOSED STREAM BED
TO ELEVATION OF
CL ’II’ RIP RAP 2-FT THICK
APPROVAL BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS.
TRANSPORTED BY THE STREAM. RIP RAP MATERIALS ARE SUBJECT TO
NATRUALLY OVERTIME WITH NATIVE MATERIALS AND SEDIMENT
ELEVATION OF THE PROPOSED STREAM BED AND ALLOWED TO FILL IN
WITH BACKHOE BUCKET. CLASS ’II’ RIP RAP SHALL BE PLACED TO THE
2-FT IN THE BASE OF THE EXCAVATED STREAM BED AND "KNUCKLE IN"
BEDS MUST BE ESTABLISHED, PLACE CLASS ’II’ RIP RAP TO A DEPTH OF
WHERE EXISTING CULVERTS HAVE BEEN REMOVED AND NEW STREAM
BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS.
OVERBANK FLOOD EVENTS. RIP RAP MATERIALS ARE SUBJECT TO APPROVAL
NATIVE MATERIALS AND SEDIMENT TRANSPORTED BY THE STREAM DURING
AREAS SHALL BE ALLOWED TO FILL IN NATURALLY OVER TIME WITH
TO FILL ANY VOIDS AND CREATE A LEVEL SURFACE. FLOODPLAIN BENCH
BENCH. TOP DRESS CLASS ’II’ RIP RAP WITH CLASS ’B’ RIP RAP IN ORDER
ELEVATION OF THE DESIRED FINISHED GRADE OF THE FLOODPLAIN
2-FT IN FLOODPLAIN AREAS. CLASS ’II’ RIP RAP SHALL BE PLACED TO THE
BEDS MUST BE ESTABLISHED, PLACE CLASS ’II’ RIP RAP TO A DEPTH OF
WHERE EXISTING CULVERTS HAVE BEEN REMOVED AND NEW STREAM
A
A
B
B
2:
1 2:1SECTION B-B = STREAM BED DETAIL
SECTION A-A = FLOODPLAIN BENCH DETAIL
EXCAVATION
(SEE SPECIFICATION)
RIP RAP
(TYPICAL - NOT TO SCALE)
STREAM BED CONSTRUCTION DETAIL BENEATH PROPOSED BRIDGE
REMOVAL
CULVERT
EXISTING
AREA OF
34’
1SFD
FLOWERS DRIVEFLOWERS DRIVE
WOODSWOODS
WOODSWOODS WOODSWOODSWOODS WOODSWATERLINE WAYWOODSWOODSWATERINV=32.52'INV=32.53'27' PAVED ROADWAY
NC-11 SOUTH (GENERAL HOWE ROAD)
NC-11 SOUTH (GENERAL HOWE ROAD)
27' PAVED ROADWAY
NC-11 SOUTH (GENERAL HOWE ROAD)
26' PAVED ROADWAY
WOODS
WOODSEIP EIPEIP150.00'EXISTING R/WEXISTING R/W150.00'EXISTING R/W
EXISTING R/WSSHTR
15" RCP
15" RCP
15" RCP
42" WW36" CONC WHTR WDWDWD S36" CHLHTR12' SOIL15" RCP21' SOILHb
bbbp
P
aa4 ab
b EOIVAR GRVAR SOILVAR SOILPRIVATE POND24" RCP
UTILITY ESMT.
FOUR COUNTY EMC
VAR WIDTH
UTILITY ESMT.
FOUR COUNTY EMC
VAR WIDTH
UTILITY ESMT.
FOUR COUNTY EMC
VAR WIDTH
JERRY DONALD EASON
CONNIE J. GREEN
HARRIETT B. HICKMAN
JERRY W. HICKMAN
F AND J PROPERTIES
TANEKA F. JONES
ARLENE F. MURRAY
MARIE FLOWERS
KENNETH P. FLOWERS
DOUGLAS MARION MALPASS
ANNA LAVERN LINDSAY
F AND J PROPERTIES
WOODSWOODS
WOODS
15" RCP
PAD
CONC
15" RCP
JOHN B. WEBB
LILLIAN L. WEBB
JAMES D. DAVIS
39
38
37
130.00' RT160.00' RT+90.00 -Y-79
80
39
45 50
-RPB- POT Sta. 25+78.41GREU TL-3-RPB- PT Sta. 23+80.09-Y- PC Sta. 52+21.75
55
PI Sta 53+95.97
D
L = 348.41'
T = 174.22'
R = 12,300.35'
-Y-
POINT
60' ACCESS
-Y- POT Sta. 40+27.42=PIs Sta 11+33.46PI Sta 14+00.35REMOVE REMOVE
15"
REMOVE
2GI
2GI
EST 7 SYGF
EST 2 TONS
CLASS B RIP RAP
EST 7 SYGF
EST 2 TONS
CLASS B RIP RAP
REMOVEREMOVE
24"
2
@ 30" RCP-V
SEE DETAIL 1
2-FT BASE DITCH
SPECIAL LATERAL EST. 17 SYGF
EST. 8 TONS
CLASS B RIP RAP
EST 30 SYGF
EST 15 TONS
CLASS I RIP RAP
RETAIN
ELBOWS15" w/2ELBOWS15" w/2GROUND AT WETLAND
DEPTH AT NATURAL
FLARE DITCH TO 0 FT
SEE DETAIL 2, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 7, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 11, PSH 2D-1
4-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 6, 2D-1
SPECIAL LATERAL 'V' DITCH
4700
4182
4700
4182
2040 ADT
2021 ADT
200
114
100
57
100
57
NC 11NC 11
WATERLINE WAY
NAD 83/NA 2011
MATCHLINE -Y- STA. 42+00.00 SEE SHEET 7SEE SHEET 2D-1 FOR DRAINAGE DITCH DETAILS
SEE SHEET 25 FOR -Y- PROFILESITE 5SITE 12
FILL IN WETLAND
MECHANIZED CLEARING
EXCAVATION
=0.26 ft.10d
=0.89 fps10V00010203 03020119'INC
.+24.4410'10'03020201000102502519'
INC.+19.2303025+84.460345
50
-YDET- PT Sta. 53+26.82=
-YDET- PC Sta. 44+19.23
-YDET- PRC Sta. 47+81.44
-Y- POT Sta. 53+01.29
END CONSTRUCTION
TYP.
TYP
.GREU TL-3
NAD 83/NA 2011
30'5'
20'10'
15'20'
-YDET- STA. 43+13.00 TO STA. 43+64.00 RT.
PROPOSED RETAINING WALL (9' OFFSET)EXSEE INSET 12A
GRAPHIC SCALE
0'50'50'25'
SHEET 61 OF 69
PERMIT DRAWING
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
12R-2561CA
PAVEMENT DESIGN6/2/998/21/2020...\R-2561CA_hyd_wet_PSH12.dgnUSER:toverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
CLEARING
DENOTES MECHANIZED
IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL IN
C
F
C
F
C
F
C
C
C
C
C
C
F
C
C
C
C
C
C
C
C
C
C
C
F
C
C
C
F
F
C
F
C
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
C
F
F
F
C
F
F
F
F
F
F
F
C
17181920212121
212
1
2222
22232323
232
3 232
3
24242424
25 25 2525
252525262626
26
262627272727
272
7
28
28
28
282929
29
29303030
3
0
30
30
30313131
31313132323232
32
323233
33333
3
33
33333333343434343
43434
34
3
4
3434
343434343434
35353535
353535
35
3
53535
3535
35
3
535
3535 35353535
353535
35
3
5
363636
36
363
6
36
36
36
36
3636363636363636363
636 36
36363636
3636363
6
3
6
363636363
6
363
6
3
7
3
7373737
373737373737373737 373737
37
37
37373737
37 3737373
7
37
373737373737373
7
3
7
3
7
3737373
7
37373737373
7
37373737
37373
7
37
3
7
37
37
3
7
3
7373737
37373
7
373
7
3
7
3
7
3
7 373
7
3
83838383838383838383838383838383838
38383838
383838 383838
3838383838383838
38383838383
8
38
38 3838383
838
3
8383838383
8
38
3
8 3838383838383
8 38383
8
3
8
3
8
3
8
3939
39
39393939
39
3939
39393939
3939 39393
9
39393939
39
3
93939 39393939
3
9
39
39393939
39393
9
39393
9
39393939
393939393939
3939
3939
39
39
3939393
9 4040404040
4040 4040
4
0 404
0 404040 4040404040
4
04040
4
04
0 404
0
4040404
0
40
4
0
404040
4
040414141
4
1
41
4
1 42
4
2
42
43
1SFD
FLOWERS DRIVEFLOWERS DRIVE
WOODSWOODS
WOODSWOODS WOODSWOODSWOODS WOODSWATERLINE WAYWOODSWOODSWATERINV=32.52'INV=32.53'27' PAVED ROADWAY
NC-11 SOUTH (GENERAL HOWE ROAD)
NC-11 SOUTH (GENERAL HOWE ROAD)
27' PAVED ROADWAY
NC-11 SOUTH (GENERAL HOWE ROAD)
26' PAVED ROADWAY
WOODS
WOODSEIP EIPEIP150.00'EXISTING R/WEXISTING R/W150.00'EXISTING R/W
EXISTING R/WSSHTR
15" RCP
15" RCP
15" RCP
42" WW36" CONC WHTR WDWDWD S36" CHLHTR12' SOIL15" RCP21' SOILHb
bbbp
P
aa4 ab
b EOIVAR GRVAR SOILVAR SOILPRIVATE POND24" RCP
UTILITY ESMT.
FOUR COUNTY EMC
VAR WIDTH
UTILITY ESMT.
FOUR COUNTY EMC
VAR WIDTH
UTILITY ESMT.
FOUR COUNTY EMC
VAR WIDTH
JERRY DONALD EASON
CONNIE J. GREEN
HARRIETT B. HICKMAN
JERRY W. HICKMAN
F AND J PROPERTIES
TANEKA F. JONES
ARLENE F. MURRAY
MARIE FLOWERS
KENNETH P. FLOWERS
DOUGLAS MARION MALPASS
ANNA LAVERN LINDSAY
F AND J PROPERTIES
WOODSWOODS
WOODS
15" RCP
PAD
CONC
15" RCP
JOHN B. WEBB
LILLIAN L. WEBB
JAMES D. DAVIS
39
38
37
130.00' RT160.00' RT+90.00 -Y-79
80
39
P
DP
DP
D45 50
-RPB- POT Sta. 25+78.41GREU TL-3-RPB- PT Sta. 23+80.09-Y- PC Sta. 52+21.75
55
PI Sta 53+95.97
D
L = 348.41'
T = 174.22'
R = 12,300.35'
-Y-
POINT
60' ACCESS
-Y- POT Sta. 40+27.42=PIs Sta 11+33.46PI Sta 14+00.35REMOVE REMOVE
15"
REMOVE
2GI
2GIREMOVEREMOVE
24"
2
@ 30" RCP-V
SEE DETAIL 1
2-FT BASE DITCH
SPECIAL LATERAL
EST 30 SYGF
EST 15 TONS
CLASS I RIP RAP
RETAIN
ELBOWS15" w/2ELBOWS15" w/2GROUND AT WETLAND
DEPTH AT NATURAL
FLARE DITCH TO 0 FT
SEE DETAIL 2, PSH 2D-1
2-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 7, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 11, PSH 2D-1
4-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 6, 2D-1
SPECIAL LATERAL 'V' DITCH
4700
4182
4700
4182
2040 ADT
2021 ADT
200
114
100
57
100
57
NC 11NC 11
WATERLINE WAY
NAD 83/NA 2011
MATCHLINE -Y- STA. 42+00.00 SEE SHEET 7SEE SHEET 2D-1 FOR DRAINAGE DITCH DETAILS
SEE SHEET 25 FOR -Y- PROFILESITE 5SITE 12
FILL IN WETLAND
MECHANIZED CLEARING
EXCAVATION
=0.26 ft.10d
=0.89 fps10V00010203 03020119'INC
.+24.4410'10'03020201000102502519'
INC.+19.2303025+84.460345
50
-YDET- PT Sta. 53+26.82=
-YDET- PC Sta. 44+19.23
-YDET- PRC Sta. 47+81.44
-Y- POT Sta. 53+01.29
END CONSTRUCTION
TYP.
TYP
.GREU TL-3
NAD 83/NA 2011
30'5'
20'10'
15'20'
-YDET- STA. 43+13.00 TO STA. 43+64.00 RT.
PROPOSED RETAINING WALL (9' OFFSET)EXSEE INSET 12A
SHEET 62 OF 69
PERMIT DRAWING
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
12R-2561CA
PAVEMENT DESIGN6/2/998/21/2020...\R-2561CA_hyd_wet_PSH12_Contours.dgnUSER:toverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES MECHANIZED
WETLAND
DENOTES FILL IN
GRAPHIC SCALE
0'50'50'25'
C
F
C
F
C
F
C
C
C
C
C
C
F
C
C
C
C
C
C
C
C
C
C
C
F
C
C
C
F
F
C
F
C
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
C
F
F
F
C
F
F
F
F
F
F
F
C
WOODS
WOODS WOODSWOODSWOODSWATERLINE WAYWOODSWOODSINV=32.52'INV=32.53'27' PAVED ROADWAY
NC-11 SOUTH (GENERAL HOWE ROAD)EIP15" RCP
15" RCP
15" RCP
42" WW21' SOILHb
b
24" RCP
UTILITY ESMT.
FOUR COUNTY EMC
VAR WIDTH
JERRY DONALD EASON
50
REMOVE REMOVE
15"
REMOVE
2
@ 30" RCP-V
EST 30 SYGF
EST 15 TONS
CLASS I RIP RAP
RETAIN
GROUND AT WETLAND
DEPTH AT NATURAL
FLARE DITCH TO 0 FT
SEE DETAIL 7, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 11, PSH 2D-1
4-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 6, 2D-1
SPECIAL LATERAL 'V' DITCH
SITE 12
FILL IN WETLAND
MECHANIZED CLEARING
EXCAVATION
=0.26 ft.
10
d
=0.89 fps
10
V 0001020303020119'INC
.+24.44-Y-03025+84.460350
-YDET- PRC Sta. 47+81.44
TYP
.15'20'
CLEARING
DENOTES MECHANIZED
IN WETLAND
DENOTES EXCAVATION
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
12AR-2561CA
PAVEMENT DESIGN6/2/998/21/2020...\R-2561CA_hyd_wet_PSH12A.dgnUSER:toverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
SHEET 63 OF 69
PERMIT DRAWING
WETLAND
DENOTES FILL IN
GRAPHIC SCALE
0'25'25'
INSET 12ANC GRI
DNAD
8
3 NA
2
0
11
-Y
DET-
C
C
C
C
C
C
F
C
C
C
F
F
C
F
C
C
C
C
C
C
F
F
F
F
C
F
F
F
C
F
30 33333434
3434
34
3535353535
3535
36 363636363
6
36363
6
3737
37
37373737
37373738
38383838
38 38383
8
38 38383939
39
3939393
9 39WOODS
WOODS WOODSWOODSWOODSWATERLINE WAYWOODSWOODSINV=32.52'INV=32.53'27' PAVED ROADWAY
NC-11 SOUTH (GENERAL HOWE ROAD)EIP15" RCP
15" RCP
15" RCP
42" WW21' SOILHb
b
24" RCP
UTILITY ESMT.
FOUR COUNTY EMC
VAR WIDTH
JERRY DONALD EASON
50
REMOVE REMOVE
15"
REMOVE
2
@ 30" RCP-V
EST. 17 SYGF
EST. 8 TONS
CLASS B RIP RAP
EST 30 SYGF
EST 15 TONS
CLASS I RIP RAP
RETAIN
GROUND AT WETLAND
DEPTH AT NATURAL
FLARE DITCH TO 0 FT
SEE DETAIL 7, PSH 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 11, PSH 2D-1
4-FT BASE DITCH
SPECIAL LATERAL
SEE DETAIL 6, 2D-1
SPECIAL LATERAL 'V' DITCH
SITE 12
FILL IN WETLAND
MECHANIZED CLEARING
EXCAVATION
=0.26 ft.
10
d
=0.89 fps
10
V 0001020303020119'INC
.+24.44-Y-03025+84.460350
-YDET- PRC Sta. 47+81.44
TYP
.15'20'
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
12AR-2561CA
PAVEMENT DESIGN6/2/998/21/2020...\R-2561CA_hyd_wet_PSH12A_Contours.dgnUSER:toverbyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
SHEET 64 OF 69
PERMIT DRAWING
INSET 12A
CLEARING
DENOTES MECHANIZED
IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL IN
GRAPHIC SCALE
0'25'25'NC GRI
DNAD
8
3 NA
2
0
11
-Y DET-
C
C
C
C
C
C
F
C
C
C
F
F
C
F
C
C
C
C
C
C
F
F
F
F
C
F
F
F
C
F
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
130130
130130
140140
140140
150150
150150
8/19/2020...\R-2561CA_prm_wet_xpl_Y.dgnUSER:tdoverbyPROJ. REFERENCE NO.SHEET NO.0
6/23/1630 30
40 40
50 50
20 2046+00.00
30 30
40 40
50 50
20 20
46+50.00
40 40
50 50
30 3047+00.00
40 40
50 50
30 3047+50.00
40 40
50 50
30 3048+00.00
40 40
50 50
30 3048+50.00
X-64R-2561CA
-Y-
5 10
SHEET 65 OF 69
PERMIT DRAWING
CLEARING
MECHANIZED
EXCAVATION
WETLANDS
FILL IN
WETLAND
SITE 12
OF CROSS SECTION
EXTENDS BEYOND LIMIT
WETLAND BOUNDARY
WETLAND
SITE 12
CLEARING
MECHANIZED
FILL IN WETLANDS
ELEV.=38.35'
STA. 48+22.38
-YDET-
ELEV. 38.61'
STA. 47+71.41
-YDET-
38.82
0.0250.025
4:1 4
:1
35.52
3:1
35.513:1E. EOTE. EOT38.90
0.0250.025
4:1 4
:1
35.22
3:1
3:134.81 E. EOTE. EOT38.97
4
:14:1
0.0250.025
34.91
3:1
34.123:1E. EOTE. EOT39.05
4
:1
4:1
0.0250.025
34.61
3:1
33.433:1E. EOTE. EOT39.13
4
:14:1
0.0250.025
34.30
3:1E. EOTE. EOT39.23
4
:1
0.0250.025
34.13
3:14:1 E. EOTE. EOT
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)1 14+89 - 15+87 -L1- RT Roadway/Ditch Construction0.012 0.028 0.0291 14+87 - 16+29 -L1- RT Hand Clearing in ROW/PUE0.0211 15+40 - 15+64 -L2- LT Roadway Fill/54" Pipe0.006 341 15+59 - 15+70 -L2- LT Rip Rap Channel Stabilization0.002 181 15+66 - 15+72 -L2- LT Dewatering for Pipe Install0.001 102 9+45 - 11+05 -Y2- LT Ditch Construction0.011 0.0232 9+46 - 9+53 -Y2- RT2@18" Pipe/Rip Rap at Outlet0.003 0.0163 35+59 - 38+98 -L- LT Roadway Fill0.2853 36+46 - 38+98 -L- LT Rip Rap Toe Protection0.034 0.0474 46+49 - 47+74 -L- LT Roadway/Ditch Construction0.077 0.035 0.0244 18+01 - 19+18 -RPB- LT Roadway/Ditch Construction0.102 0.050 0.0564 18+11 - 20+19 -RPB- RTRoadway/Ditch/EC Basin Construction0.090 0.047 0.045419+62 -RPB- RT - 16+03 -LPB- LTDitch w/Rip Rap Construction0.0240.017413+09 - 14+54 -LPB- LTRoadway/Ditch/EC Basin Construction0.092 0.059 0.066413+16 - 14+38 -LPB- RTRoadway/Ditch Construction0.074 0.033 0.014414+99 - 16+02 -LPB- LTRoadway/Ditch Construction0.081 0.017 0.020414+98 - 16+30 -LPB- RTRoadway Fill0.090415+63 - 16+17 -LPB- RTDitch w/Rip Rap Construction0.045 0.098SHEET TOTALS*:1.010 0.000 0.327 0.236 0.192 0.008 0.001 52 10 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 66 OF 69 WETLAND AND SURACE WATER IMPACTS SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSDIVISION OF HIGHWAYSSITE 4: Wetland area outside of R/W between 18+01-19+18 -RPB- LT will be a total take subject to mitigation. Area = 0.385 acres34466.4.52/25/2021ColumbusNC DEPARTMENT OF TRANSPORTATIONR-2561CASheet 1 of 4Project Totals shown on Sheet 4 (69)*Totals shown above are for this sheet only
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)5 37+71 - 37+82 -Y- RT Hand Clearing in TDE0.0085 39+12 - 40+79 -Y- RT Roadway Fill0.080 0.1425 40+90 - 41+10 -Y- RT 15" Pipe/Rip Rap at Outlet0.007 0.030 0.0206 28+43 - 28+74 -Y- LTRoadway Fill/Channel Change0.012 0.004 0.006 6 27+01 - 28+70 -Y- RT Roadway Fill0.026 276622+65 - 22+75 -RPD- LTRip Rap Channel Stabilization0.010 20622+65 - 22+84 -RPD- LTDewatering for Pipe Install0.006 16717+53 - 17+76 -RPD- RTDitch Construction0.001 0.005811+55 - 12+24 -RPD- RTDitch w/Rip Rap Construction0.034 0.008811+55 - 12+19 -RPD- RTRip Rap down existing slope0.029 0.0659 67+98 - 70+95 -L- LT Roadway Fill0.231 0.135970+38 - 71+62 -L- LTBank Stabilization0.020 35970+30 - 71+36 -L- LT Permanent Channel Stabilization0.091 66969+63 - 69+73 -L- LTBridge Bent in Stream0.001 10970+89 - 71+04 -L- LTBridge Bent in Stream0.003970+25 - 70+40 -L- LT Stream Access for Stabilization0.002 10 970+89 - 71+04 -L- LT Stream Access for Stabilization0.002SHEET TOTALS*:0.393 0.000 0.034 0.381 0.008 0.150 0.010 407 26 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 67 OF 69 WETLAND AND SURACE WATER IMPACTS SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSDIVISION OF HIGHWAYS34466.4.52/25/2021ColumbusNC DEPARTMENT OF TRANSPORTATIONR-2561CASheet 2 of 4Project Totals shown on Sheet 4 (69)*Totals shown above are for this sheet only
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)9 70+65 - 71+54 -L- RTPermanent Channel Stabilization0.056 649 70+67 - 70+67 -L- RTStream Access for Stabilization 0.004 21 9 70+85 - 71+03 -L- RTStream Access for Stabilization 0.001 9 70+20 - 71+05 -L- RT Roadway Fill0.003 0.0109 70+91 - 77+15 -L- RT Roadway Fill0.205 0.1639 74+54 - 77+15 -L- RT Rip Rap Toe Protection0.048 0.0859 71+08 - 76+00 -L- RT Hand Clearing in ROW0.025 10 80+78 - 81+26 -L- LT Roadway/Ditch Construction0.007 0.00210 80+68 - 80+88 -L- LT Hand Clearing in DUE0.00511 12+85 - 13+07 -Y- LT Roadway Fill0.00211 12+63 - 13+40 -Y- LT Rip Rap Toe Protection0.005 0.02311 13+40 - 16+21 -Y- LT Clearing for Silt Fence0.11411 16+21 - 16+79 -Y- LT Roadway Fill 0.011 0.01311 17+03 - 17+58 -Y- LT Roadway Fill0.010 0.00311 17+58 - 19+09 -Y- LT Clearing for Silt Fence0.02911 19+37 - 19+53 -Y- LT Rip Rap at Pipe Outlet0.000 0.00211 17+13 - 18+91 - Y- RT Roadway Fill0.05911 17+18 - 19+06 - Y- RT Rip Rap Toe Protection0.019 0.408 SHEET TOTALS*:0.369 0.000 0.000 0.852 0.030 0.056 0.005 64 21 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 68 OF 6934466.4.52/25/2021ColumbusNC DEPARTMENT OF TRANSPORTATIONR-2561CASheet 3 of 4 Project Totals shown on Sheet 4 (69)*Totals shown above are for this sheet only WETLAND AND SURACE WATER IMPACTS SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSDIVISION OF HIGHWAYS
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)11 16+57 - 17+48 -Y-Culvert Removal/Bridge Const./ Bank Stabilization0.037 8311 16+56 - 16+63 -Y- LTStream Access for Stabilization0.001 1011 16+64 - 17+39 -Y- LTDewatering for Culvert Removal0.018 3811 17+48 - 17+59 -Y- LTStream Access for Stabilization0.010 511 16+84 - 17+11 -Y- RTDewatering for Culvert Removal0.013 1811 16+64 - 16+78 -Y- RTStream Access for Stabilization0.002 10 11 17+13 - 17+21 -Y- RTStream Access for Stabilization0.002 1012 47+43 - 48+29 -Y- LT Roadway Fill/Detour0.065 0.020 0.0141.010 0.327 0.236 0.192 0.008 0.001 52 100.393 0.034 0.381 0.008 0.150 0.010 407 260.369 0.000 0.000 0.852 0.030 0.056 0.005 64 21 01.837 0.000 0.381 1.483 0.230 0.251 0.062 606 148 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 69 OF 69 WETLAND AND SURACE WATER IMPACTS SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSDIVISION OF HIGHWAYSSHEET 66 SUBTOTALSSHEET 67 SUBTOTALSSHEET 68 SUBTOTALS34466.4.5PROJECT TOTALS*:2/25/2021ColumbusNC DEPARTMENT OF TRANSPORTATIONR-2561CASheet 4 of 4