20210926 Ver 1_U5748_PERMIT DRAWINGS_20211102_20211105

1
401
540 grubsiuoLdR
esueNreviRgrubsiuoLdR
dRlli
MllehctiM
yrrePkeerC
dR Ligon Mill Rd401
esueNreviRForestville Rd2044
2049
2225
2224
2227
2222
22232049
2006
2042
PRESERVE
FARM NATURE
HORSESHOE
CITY OF
RALEIGH
GAS TANK
GUY WIRE
-L- STA 15+50.00BEGIN TIP PROJECT U-5748
BM2
BM5
END TAPER+60.00END TAPER+06.76
BEG
IN TAPER
+96.84
END TAPER+26.51
BEGIN TAPER+61.51
-L- STA. 85+17.14END TIP PROJECT U-5748
PUM '01
PUM '01
PUM '01PUM '01
END
TAPER+75.00
2'-9" C&G
2'-9" C&G
2'-6" C&G
2'-6" C&G
2'-9" C&G
2'-9" C&G
2'-9" C&G
2'-6" C&G
G&C "6-'2
2'-9" C&G
PUM '01
PUM '01
PUM '01
G&C "6-'2G&C "6-'2
G&C "6-'2
G&C "6-'2
G&C "6-'2
G&C "6-'2
G&C "6-'2
G&C "6-'2
2'-6" C&G END
TAPER+61.84
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G2'-9" C&G2'-9" C&G
2'-9" C&G
2'-9" C&G END TAPER LT+97.78 BEGIN TAPER+98.51GREU 350, TL-3
GREU 350, TL-3
2'-6" C&G
4" CONCRETE COVER2'-6" C&G
2'-6" C&G
BEGIN TAPER
+00.00
BEGIN TAPER+75.00 END TAPER+75.00-Y2- STA. 12+00.00BEGIN CONSTRUCTION
-Y4- STA. 17+70.00
END CONSTRUCTION
2'-6" C&G
TAPERBEGIN+63.68
TAPEREND+43.68 TAPERBEGIN+60.00 G&C "6-'2
G&C "6-'2 END TAPER+80.00
END+35.00
BEGIN TAPER+35.00
END TAPER+35.00
BEGIN TAPER+75.00
END TAPER+75.00
BEGIN TAPER+75.00
BEGIN TAPER+35.00
TAPEREND+35.00TAPERBEGIN+35.00
END TAPER+85.00
-Y2-
-Y2-
-Y2-
2'-6" C&G
MEDIAN SHIFT BOTH SIDES
SIDESSHIFT BOTHMEDIAN
END TAPER+15.00
BEGIN TAPER
+15.00
-Y1- STA. 19+14.23END CONSTRUCTION
-Y4- STA. 10+50.00BEGIN CONSTRUCTION
G&C "6-'2
TAPEREND+10.00
BEGIN TAPER+60.00
END TAPER+10.00 BEGIN TAPER+10.00 END TAPER+95.00BEGIN TAPER+05.00BEGIN TAPER+26.51
END TAPER+50.00
BEGIN TAPER+50.00
END TAPER+40.00
END TAPER+90.00
BEGIN TAPER +90.00
END TAPER+25.00
END TAPER+85.00BEGIN TAPER+85.00
PROPOSED NOISE WALL
NOISE WALLPROPOSED
PROPOSED NOISE WALL
4" CONCRETE COVER8"x18" CONC. CURB
8"x18" CONC. CURB
8"x18" CONC. CURB8"x18" CONC. CURB
END TAPER+74.83
CURB AND GUTTER TIE TO EXISTING
-DRIVE3- STA. 11+80.00END CONSTRUCTION
RTTAPERBEGIN+47.78
NOISE WALLPROPOSED
PROPOSED NOISE WALL
NOISE WALLPROPOSED
PROPOSED NOISE WALL
BEGIN C&G
BEG
IN TAPER+50.00BEGIN TAPER+98.75
C&GEND-Y2-+73.14
C&GBEGIN-Y2-+64.59
-DRIVE1- STA. 11+50.00
BEGIN CONSTRUCTION
END C&G+10.97 -L-
END C&G+90.94 -L-
BEGIN C&G+26.51 -L-
END C&G+15.92 -L-TAPER RTBEGIN+47.90
+80.00 BEGIN TAPER
BEGIN TAPER+85.00
-3Y-
-2Y-
TO MEET BRIDGE RAIL98.5' SHIFT CURB
2'-6" C&G
END
SHIFT+73.50
-Y3- STA. 11+00.00BEGIN CONSTRUCTION
2'-6" C&G
-SBX-
-SLIP--DRIVE2--1EVIRD-END
TAPER RT+19.09
ISLAND (KEYED IN)5" MONO. CONC.
ISLAND (KEYED IN)5" MONO. CONC.
(KEYED IN)5" MONO. CONC. ISLAND
(KEYED IN)5" MONO. CONC. ISLAND
(KEYED IN)5" MONO. CONC. ISLAND
(KEYED IN)5" MONO. CONC. ISLAND
BEGIN C&GSTA. 17+90.00
BEG
IN TAPER+10.00
FACED BARRIERPROPOSED SINGLE
BARRIERSINGLE FACEDREMOVE EXISTING
(KEYED IN)5" MONO. CONC. ISLAND
FACED BARRIERPROPOSED SINGLE
4" CONCRETE COVER
4" CONCRETE COVER
END C&G-DRIVE1-+90.53
BARRIERSINGLE FACEDPROPOSED
(KEYED IN)5" MONO. CONC. ISLAND
(KEYED IN)5" MONO. CONC. ISLAND
PROPOSED SINGLE FACED BARRIER
BARRIERFACEDSINGLEPROPOSED
-DRIVE2- STA. 11+40.00
END CONSTRUCTIONBEGIN C&G+44.42 -L-
END C&G+12.81 -L-
TAPEREND+60.10
BEGIN TAPER
POINTACCESS
TIE TO WALLBEGIN FENCE
EXIST R/WEND FENCE
EXIST R/WEND FENCE
TIE TO WALLBEGIN FENCE
POINTACCESS +65END FENCE
EXIST R/WEND FENCE
END C&G+80.00 END TAPER
BEGIN C&G+40.57 -L-+75FENCEBEGIN
154.07' RT-L- +22.41END FENCE
FLAGPOLESDO NOT DISTURB
END S/WEND C&G+25 -Y1-
TIE TO WALLEND FENCE
+20BEG. FENCE
+60END FENCE -DRIVE3-
PROPOSED NOISE WALL
GUARDRAILRETAIN EXISTING
ROCK COLUMNSDO NOT DISTURB
-L1- STA 19+00.00
BEGIN TIP PROJECT U-5748
2'-9" C&G2'-9" C&G
2'-9" C&G
2'-9" C&G
ISLAND (KEYED IN)
5" MONO. CONC.
ISLAND (KEYED IN)5" MONO. CONC.
ISLAND (KEYED IN)5" MONO. CONC.
ISLAND (KEYED IN)5" MONO. CONC.
ISLAND (KEYED IN)
5" MONO. CONC.
ISLAND (KEYED IN)5" MONO. CONC.
ISLAND (KEYED IN)5" MONO. CONC.ISLAND (KEYED IN)5" MONO. CONC.
ISLAND (KEYED IN)5" MONO. CONC.2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-9" C&G
5' SIDEWALK
5' SIDEWALK
END TAPER
+50.00
BEGIN TAPER+52.00
END TAPER+32.00
TAPEREND +52.25
+90.00BEGIN TAPER
END TAPER+40.00
BEGIN TAPER+00.00
+00.00 TAPERBEGIN
END TAPER+50.00
END TAPER+70.00
BEGIN TAPER+90.00
END TAPER+60.00
BEGIN TAPER+60.00 END TAPER+10.00BEGIN TAPER+10.00
BEGIN TAPER+50.00
END TAPER+75.00
BEGIN TAPER+50.00
END TAPER+95.00
BEGIN TAPER+70.00
+20.00
BEGIN TAPER
END TAPER+90.64
BEGIN TAPER+80.00 END TAPER+50.00
TAPEREND+80.00
TAPEREND+60.00
-Y10- STA. 12+10.00
END CONSTRUCTION
SEE DETAIL SHEET ____
30" VALLEY GUTTER
-Y7- STA. 14+10.00END CONSTRUCTION
-Y6- STA. 14+20.00
BEGIN CONSTRUCTION
-Y8- STA. 11+08.00END CONSTRUCTION
SIDEWALKEXISTINGTIE TO
GUARDRAILEXISTINGTIE TO END TAPER+06.76
BEGIN
TAPER+56.76
TAPEREND +32.00
TAPERBEGIN +52.00
TAPERBEGIN +10.64
HANDRAIL (TYP)
SHEET OF 27
PERMIT DRAWING
WAKE COUNTY

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

FUNC CLASS =
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
K
0
0
0
PROFILE (HORIZONTAL)

RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
2018 STANDARD SPECIFICATIONS
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\01_U5748_prm_wet_tsh.dgnmeme.buscemiCONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NANOT TO SCALESee Sheet 1A For Index of Sheets
VICINITY MAP
PROJECT DESIGN ENGINEER
Prepared in the Office of :
PROPOSED SIGNAL
NEIL J. DEAN, P.E.
25 50 10050
25 50 10050
5 1010
10
55
3%
50
DUAL 2%* TTST =1%
PRINCIPAL ARTERIAL
PROJECT LENGTH
PROJECT ENGINEER
U-5748
U-5748See Sheet 1B For Conventional Symbols
NCDOT PROJECT ENGINEER
JENNIFER EVANS, P.E
-L- STA. 26+37 +/-
END BRIDGE
-Y1- STA. 19+14.23
END CONSTRUCTION
-Y4- STA. 17+70.00
END CONSTRUCTION
-Y4- STA. 10+50.00
BEGIN CONSTRUCTION
TO RALEIGH
TO
ROLE
SV
ILLE
TO W AKE FOREST
TO ZEBULON-Y2- STA. 12+00.00
BEGIN CONSTRUCTION
-Y3- STA. 11+00.00
BEGIN CONSTRUCTION
FEBRUARY 19, 2021
PROJECT
END
LENGTH STRUCTURE TIP PROJECT U-5748= 0.057 MI
-Y3--Y4-SR 3508
OLD NEUSE TR
SR 2044LIGON MILL RD-Y2-
LOU
ISBURG
RD
U
S
401-L
-S
R
22
24MITCHELL MI
LL RD-Y1-VENTURA CIR-DRIVE1--DRIVE1- STA. 11+50.00
BEGIN CONSTRUCTION
LELAND DRGREENWAY
NEUSE RIVER
PE
REGIONAL TIER
20
4
5 6 7
8
910 11DARTON WAYNEUSE RI
VERRALEIGH CITY LIMITSCASINE CT-DRI
VE2-
-DRIVE3- STA. 11+80.00
END CONSTRUCTION
-DRIVE2- STA. 11+40.00
END CONSTRUCTION
-L- STA 85+17.14
END TIP PROJECT U-5748-L- STA. 23+38 +/-
BEGIN BRIDGE
-SBX--Y5-EXISTING SIGNALVENTURA CI
R-DRI
VE4-
RI
DGE RDLOWELL-DRI
VE3
--MUP1-

OCTOBER 18, 2022
-SLIP-
MUNICIPAL BOUNDARIES OF THE CITY OF RALEIGH.
A PORTION OF THIS PROJECT IS WITHIN THE
ESTABLISHED USING METHOD III.
CLEARING ON THE PROJECT SHALL BE TO THE LIMITS
PLANS.
ACCESS LIMITED TO POINTS AS SHOWN ON THE
THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT WITH
MANDREL WAY
ELIZABETH WARGO, P.E.

50168.2.1 R/W
PROJECT
BEGIN
16
1514
13
12-L1- STA 19+00.00
BEGIN TIP PROJECT U-5748
AHEAD = POT -L- STA. 10+00.00
BACK = POT -L1- STA. 73+73.50
EQUALITY
LOUISBURG
RD
US
401
-L1-
-Y10- STA. 12+10.00
END CONSTRUCTIONDRHARNETT -Y10-SR 2006PERRY CREEK RD-Y6-PERRY CREEK RD-Y7--Y7- STA. 14+10.00
END CONSTRUCTION
-Y6- STA. 14+20.00
BEGIN CONSTRUCTION
TRAILHEAD LN-Y8--Y8- STA. 11+08.00
END CONSTRUCTION
LENGTH ROADWAY TIP PROJECT U-5748= 2.460 MI
TOTAL LENGTH TIP PROJECT U-5748= 2.403 MI
LOCATION: US 401 (LOUISBURG RD) AT SR 2044 (LIGON MILL RD) /
ROAD) INTERSECTION IMPROVEMENTS
SR 2224 (MITCHELL MILL RD) AND SR 2006 (PERRY CREEK
50168.1.1
2022 38,425
2042 58,842
GRADING, DRAINAGE, PAVING, SIGNALS, AND STRUCTURES
[phone] - [phone](FAX)
Raleigh, NC 27607
5438 Wade Park Blvd., Suite 200
NC FIRM LICENSE No: F-0342
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 1
SITE 2
SITE 3
SITE 4
SITE 5
SITE 11
SITE 10
SITE 9
SITE 7
SITE 8
SITE 13
SITE 12
SITE 6
1
NOVEMBER 2021
DATE:
SUBMITTAL:25% ROADWAY PLANS
JULY 27, 2021NA 2011NAD 83Submitted 11/5/2021
EASEMENT10' PRIVATE UTILITYMARY MURRAY
HOMEOWNERS ASSN INC.
NEUSE CROSSING
PLEASANT
CLARENCE & EUGENIA
EXISTING R/W
EIP
MON
EIP
MON
MON
MON
E
IP
MON
MON
PERMANENT COMMON OPEN SPACE
E
IP
18" RCP
18" RCP 18" RCP
18" RCP
18" RCP
15" RCP 15" RCP 15" RCP 18" RCP15" RCP18" RCP 18" RCP
CB CB CB CB CB
CB
CB
CB CB CB CB
15" RCP15" RCP15" RCP15" RCP15" CMP18" CMP
CB
CB
CB
CB
CB
CB
CB
24
" HD
PE
INV=182.38'
15" HDPE
24" RCP 15" CMP18" RCP
15" RCP 18" CMP15" CMPEXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/WSOIL
S
BST
BST
LT
WD
WDCONC
ANCHOR
BRIDGE
CONC
MTL
MTLMTL
MTL
48" CHLWOODS
WOODS
WOODS
HW/WW
CONC
RIP RAP
WOODS
WOODS
MTL
WOODSWOODSWOODS
BL-102
CONC
GRASS GRASS
GRASS
CONC BRIDGE DECK
CONC BRIDGE DECK
30" C&G
30" C&G
30" C&G
30" C&G 30" C&G
30" C&G30" C&G
30" C&G
30" C&G
US 401 NB/LOUISBURG RD 58' BST
US 401 SB/LOUISBURG RD 35' CONC
SEAT=195.10'
SEAT=195.10'
SEAT=195.10'
SEAT=195.11'
SEAT=196.93'
HH EOIEOI16" DI
MTL
MTL
MTL
MTL
H/W
CONC 182.79'
INV=
H/W
CONCCMP24"ANABEL AREVALO
SHAN D RAIL48" MTL HAND RAIL
48" MTL
HAND RAIL
42" MTL
108" BST
108" BST120" CONC120" CONCS
WD BRIDGERAP
RIP
RAP
RIP
RAP
RIP
MARK & DEBORAH COOKE
54" VINYL120" BSTCONC
CONC
RIP RAP
HW=200.97'
HW=201.79'
HW=201.74'
HW=200.94'
HW=201.78'
HW=202.66'
HW=202.62'
HW=201.79'
END BENT=195.33'
END BENT=195.30'
END BENT=194.46'
END BENT=196.09'
END BENT=196.88'
END BENT=196.07'
CITY OF RALEIGH
CITY OF RALEIGH
CB
CB
CB
HW
CONC18" CMPEND BENT=194.47'
U5748 AZ1
RIVERNEUSEHOMEOWNERS ASSN INC.
NEUSE CROSSING BM 1990,
PG 627POSSIBLE GREENWAY EASEMENTHW/WW
CONC
EDWIN & BEVERLY BLAND
BM 2002 PG 1505
DB 16347 PG 1954
NEUSE RIVER GREENWAY EASEMENT
BM 2002 PG 1505DB 16347 PG 1954NEUSE RIVER GREENWAY EASEMENTRETAIN
RETAIN
RETAIN
FLOWABLE FILL
FLOWABLE FILL
RETAIN
REMOVE
REMOVE
REMOVEFLOWABLE FILLREMOVE
FLOWABLE FILL
REMOVE
REMOVE REMOVE
R
ET
A
IN
RETAIN
CB
CB CB CB CB CB CB CB CB
CB CB CB CB
CB
CB CB
CB
CB
CB
CB CB
CB
CB
CB CB CB CB CB
CB
15" CSP15" CSPCB
24" RCP-V
24" CSPCB
COLLAR
ELB
ELB
LUG CONNECTORS
ELBOWS, ROD &
ELB
ELB
CONNECTORS
ELBOWS, ROD & LUG
ELB
ELB
ELB
ELB
CONNECTORS
ELBOWS, ROD & LUG
15" RCP-V
15" RCP-V
15" RCP-V
18" RCP-V
18" RCP-V
30" RCP-IV 30" RCP-IV 30" RCP-IV 30" RCP-IV
30" RCP-IV 30" RCP-IV
RCP-V
18"
18" RCP-V
18" RCP-V
15" RCP-V
18" RCP-V 24" RCP-V
24" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V
15" RCP-V 15" RCP-V DITCH
EXISTING
TIE TO
EST. 5 SY GEOTEXTILE
EST. 1 TONS CLASS B RIP RAP
RCP-V
18"
CONNECTORS
ELBOWS, ROD & LUG
LUG CONNECTORS
ELBOWS, ROD & 24" CSPELB
ELB
RCP-IV
30"
FROM -L- STA. 22+30 LT TO -L- STA. 23+10 LT
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 1 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL 12
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
EST. 58 SY GEOTEXTILE
CLASS B RIP RAP
EST. 26 TONS
SEE DETAIL 12
TOE PROTECTION
15" RCP-V CSP30"RCP-IV
30"
FS
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 21
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
-L- STA. 27+46 RT
C Proposed Ditch
2GI-AFILLFLOWABLE( Not to Scale)
FROM -L- STA. 25+19 RT TO -L- STA. 25+64 RT
FROM -L- STA. 24+08 RT TO -L- STA. 24+32 RT
FROM -L- STA. 25+19 LT TO -L- STA. 25+56 LT
FROM -L- STA. 24+06 LT TO -L- STA. 24+32 LT
GEOTEXTILE
1.0'min.
BANK STABILIZATION
Ground
Natural
3'min.Bent
New Bridge
2.0'
Geotextile= 310 sy Total
Type of Liner= 307 TONS CL II Rip-Rap Total
DETAIL 35
EST. 15 SY GEOTEXTILE
EST. 7 TONS CLASS I RIP RAP
24" RCP-V
SEE DETAIL 35
BANK STABILIZATION
SEE DETAIL 35
BANK STABILIZATION
GEOTEXTILE
EST. 104 SY
CLASS I RIPRAP
EST. 77 TONS
SEE DETAIL 1
w/ CLASS I RIPRAP
BASE DITCH
LATERAL 2'
EST. 50 SY GEOTEXTILE
EST. 36 TONS CLASS I RIPRAP
SEE DETAIL 24
w/ CLASS I RIPRAP
LATERAL 4' BASE DITCH
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
FROM -L- STA. 23+10 LT TO -L- STA. 23+50 LT
DETAIL 24
b= 5 Ft.
B= 4 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
*When B is < 6.0'
Type of Liner= Class I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
FROM -L- STA. 25+98 RT TO -L- STA. 26+50 RT
DETAIL 1
b= 5 Ft.
B= 2 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
*When B is < 6.0'
Type of Liner= Class I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
OTCB-3
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM -L- STA. 22+18 RT TO -L- STA. 23+71 RT
DETAIL 25
B= 2 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= Class I Rip-Rap
Geotextile
SEE DETAIL 25
EST. 115 SY GEOTEXTILE
EST. 68 TONS CLASS I RIPRAP
w/ CLASS I RIPRAP
STANDARD 2' BASE DITCH
PROVIDE MIN. 1' COVER
ELLIPTICAL
30"x19" RCP-V
CLASS II RIP RAP (TYP.)CLASS II RIP RAP (TYP.)
CLASS II RIP RAP (TYP.)CLASS II RIP RAP (TYP.)
SITE 1
SITE 2
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SITE 3
WETLANDS
FILL IN
WETLAND
DENOTES FILL INFF
S
S S S
S
S
S
S
& IMPACTS IN SURFACE WATER
SITE 2 BANK STABILIZATION
& IMPACTS IN SURFACE WATER
SITE 2 BANK STABILIZATION
SURFACE WATERS
& TEMP. IMPACTS IN
SITE 2 TEMP. WORK PAD
SURFACE WATERS
& TEMP. IMPACTS IN
SITE 2 TEMP. WORK PAD
SURFACE WATERS
& TEMP. IMPACTS IN
SITE 2 TEMP. WORK PAD
-L-
-L- STA 15+50.00
BEGIN TIP PROJECT U-5748
SHEET OF 27
PERMIT DRAWING
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\02_U5748_prm_wet_psh04.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSNAD 83 / NA 2011
FOR -MUP1- PROFILE, SEE SHEET NO. 22
FOR -L- PROFILE, SEE SHEET NO. 12ROW REV. - February 12, 2021 - Revised Property Owner information for Parcel 1 and 2 GRAPHIC SCALE
0'100'50'50'
2
SEE ENLARGEMENT SHEET 4
F
F
F
C
F C F
F F
F
F
C
C
FFC
C
C
C
C
F C
F
F
F
C
C
F
C

U-5748 4
SEE SHEET 5MATCHLINE -L- 30+001
2
3
50
50
4
B-77
B-77 B-77
B-77
B-77
B-77
CAT-1CAT-1 GREU 350, TL-320 253010REMOVE REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE REMOVEREMOVE REMOVE
14 LF
REMOVEREMOVE
REPLACE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
Submitted 11/5/2021
SHEET OF 27
PERMIT DRAWING
EASEMENT10' PRIVATE UTILITYMARY MURRAY
HOMEOWNERS ASSN INC.
NEUSE CROSSING
PLEASANT
CLARENCE & EUGENIA
EXISTING R/W
EIP
MON
EIP
MON
MON
MON
E
IP
MON
MON
PERMANENT COMMON OPEN SPACE
E
IP
18" RCP
18" RCP 18" RCP
18" RCP
18" RCP
15" RCP 15" RCP 15" RCP 18" RCP15" RCP18" RCP 18" RCP
CB CB CB CB CB
CB
CB
CB CB CB CB
15" RCP15" RCP15" RCP15" RCP15" CMP18" CMP
CB
CB
CB
CB
CB
CB
CB
24
" HD
PE
INV=182.38'
15" HDPE
24" RCP 15" CMP18" RCP
15" RCP 18" CMP15" CMPEXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/WSOIL
S
BST
BST
LT
WD
WDCONC
ANCHOR
BRIDGE
CONC
MTL
MTLMTL
MTL
48" CHLWOODS
WOODS
WOODS
HW/WW
CONC
RIP RAP
WOODS
WOODS
MTL
WOODSWOODSWOODS
BL-102
CONC
GRASS GRASS
GRASS
CONC BRIDGE DECK
CONC BRIDGE DECK
30" C&G
30" C&G
30" C&G
30" C&G 30" C&G
30" C&G30" C&G
30" C&G
30" C&G
US 401 NB/LOUISBURG RD 58' BST
US 401 SB/LOUISBURG RD 35' CONC
SEAT=195.10'
SEAT=195.10'
SEAT=195.10'
SEAT=195.11'
SEAT=196.93'
HH EOIEOI16" DI
MTL
MTL
MTL
MTL
H/W
CONC 182.79'
INV=
H/W
CONCCMP24"ANABEL AREVALO
SHAN D RAIL48" MTL HAND RAIL
48" MTL
HAND RAIL
42" MTL
108" BST
108" BST120" CONC120" CONCS
WD BRIDGERAP
RIP
RAP
RIP
RAP
RIP
MARK & DEBORAH COOKE
54" VINYL120" BSTCONC
CONC
RIP RAP
HW=200.97'
HW=201.79'
HW=201.74'
HW=200.94'
HW=201.78'
HW=202.66'
HW=202.62'
HW=201.79'
END BENT=195.33'
END BENT=195.30'
END BENT=194.46'
END BENT=196.09'
END BENT=196.88'
END BENT=196.07'
CITY OF RALEIGH
CITY OF RALEIGH
CB
CB
CB
HW
CONC18" CMPEND BENT=194.47'
U5748 AZ1
RIVERNEUSEHOMEOWNERS ASSN INC.
NEUSE CROSSING BM 1990,
PG 627POSSIBLE GREENWAY EASEMENTHW/WW
CONC
EDWIN & BEVERLY BLAND
BM 2002 PG 1505
DB 16347 PG 1954
NEUSE RIVER GREENWAY EASEMENT
BM 2002 PG 1505DB 16347 PG 1954NEUSE RIVER GREENWAY EASEMENTRETAIN
RETAIN
RETAIN
FLOWABLE FILL
FLOWABLE FILL
RETAIN
REMOVE
REMOVE
REMOVEFLOWABLE FILLREMOVE
FLOWABLE FILL
REMOVE
REMOVE REMOVE
R
ET
A
IN
RETAIN
CB
CB CB CB CB CB CB CB CB
CB CB CB CB
CB
CB CB
CB
CB
CB
CB CB
CB
CB
CB CB CB CB CB
CB
15" CSP15" CSPCB
24" RCP-V
24" CSPCB
COLLAR
ELB
ELB
LUG CONNECTORS
ELBOWS, ROD &
ELB
ELB
CONNECTORS
ELBOWS, ROD & LUG
ELB
ELB
ELB
ELB
CONNECTORS
ELBOWS, ROD & LUG
15" RCP-V
15" RCP-V
15" RCP-V
18" RCP-V
18" RCP-V
30" RCP-IV 30" RCP-IV 30" RCP-IV 30" RCP-IV
30" RCP-IV 30" RCP-IV
RCP-V
18"
18" RCP-V
18" RCP-V
15" RCP-V
18" RCP-V 24" RCP-V
24" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V
15" RCP-V 15" RCP-V DITCH
EXISTING
TIE TO
EST. 5 SY GEOTEXTILE
EST. 1 TONS CLASS B RIP RAP
RCP-V
18"
CONNECTORS
ELBOWS, ROD & LUG
LUG CONNECTORS
ELBOWS, ROD & 24" CSPELB
ELB
RCP-IV
30"
FROM -L- STA. 22+30 LT TO -L- STA. 23+10 LT
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 1 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL 12
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
EST. 58 SY GEOTEXTILE
CLASS B RIP RAP
EST. 26 TONS
SEE DETAIL 12
TOE PROTECTION
15" RCP-V CSP30"RCP-IV
30"
FS
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 21
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
-L- STA. 27+46 RT
C Proposed Ditch
2GI-AFILLFLOWABLE( Not to Scale)
FROM -L- STA. 25+19 RT TO -L- STA. 25+64 RT
FROM -L- STA. 24+08 RT TO -L- STA. 24+32 RT
FROM -L- STA. 25+19 LT TO -L- STA. 25+56 LT
FROM -L- STA. 24+06 LT TO -L- STA. 24+32 LT
GEOTEXTILE
1.0'min.
BANK STABILIZATION
Ground
Natural
3'min.Bent
New Bridge
2.0'
Geotextile= 310 sy Total
Type of Liner= 307 TONS CL II Rip-Rap Total
DETAIL 35
EST. 15 SY GEOTEXTILE
EST. 7 TONS CLASS I RIP RAP
24" RCP-V
SEE DETAIL 35
BANK STABILIZATION
SEE DETAIL 35
BANK STABILIZATION
GEOTEXTILE
EST. 104 SY
CLASS I RIPRAP
EST. 77 TONS
SEE DETAIL 1
w/ CLASS I RIPRAP
BASE DITCH
LATERAL 2'
EST. 50 SY GEOTEXTILE
EST. 36 TONS CLASS I RIPRAP
SEE DETAIL 24
w/ CLASS I RIPRAP
LATERAL 4' BASE DITCH
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
FROM -L- STA. 23+10 LT TO -L- STA. 23+50 LT
DETAIL 24
b= 5 Ft.
B= 4 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
*When B is < 6.0'
Type of Liner= Class I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
FROM -L- STA. 25+98 RT TO -L- STA. 26+50 RT
DETAIL 1
b= 5 Ft.
B= 2 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
*When B is < 6.0'
Type of Liner= Class I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
OTCB-3
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM -L- STA. 22+18 RT TO -L- STA. 23+71 RT
DETAIL 25
B= 2 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= Class I Rip-Rap
Geotextile
SEE DETAIL 25
EST. 115 SY GEOTEXTILE
EST. 68 TONS CLASS I RIPRAP
w/ CLASS I RIPRAP
STANDARD 2' BASE DITCH
PROVIDE MIN. 1' COVER
ELLIPTICAL
30"x19" RCP-V
CLASS II RIP RAP (TYP.)CLASS II RIP RAP (TYP.)
CLASS II RIP RAP (TYP.)CLASS II RIP RAP (TYP.)
SITE 1
SITE 2
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SITE 3
WETLANDS
FILL IN
WETLAND
DENOTES FILL INFF
S
S S S
S
S
S
S
& IMPACTS IN SURFACE WATER
SITE 2 BANK STABILIZATION
& IMPACTS IN SURFACE WATER
SITE 2 BANK STABILIZATION
SURFACE WATERS
& TEMP. IMPACTS IN
SITE 2 TEMP. WORK PAD
SURFACE WATERS
& TEMP. IMPACTS IN
SITE 2 TEMP. WORK PAD
SURFACE WATERS
& TEMP. IMPACTS IN
SITE 2 TEMP. WORK PAD
-L-
-L- STA 15+50.00
BEGIN TIP PROJECT U-5748
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\03_U5748_prm_wet_psh04.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSNAD 83 / NA 2011
FOR -MUP1- PROFILE, SEE SHEET NO. 22
FOR -L- PROFILE, SEE SHEET NO. 12ROW REV. - February 12, 2021 - Revised Property Owner information for Parcel 1 and 2 GRAPHIC SCALE
0'100'50'50'
3
SEE ENLARGEMENT SHEET 4
170170170175 175175180180180180185185185185185 185185
185
185185185190190190
190
190 190190
190190190
190190 195195195
195
195195195
195195200200
200200200 200200
20020
0
200200
200
200
205
F
F
F
C
F C F
F F
F
F
C
C
FFC
C
C
C
C
F C
F
F
F
C
C
F
C

U-5748 4
SEE SHEET 5MATCHLINE -L- 30+001
2
3
50
50
4
B-77
B-77 B-77
B-77
B-77
B-77
CAT-1CAT-1 GREU 350, TL-320 253010REMOVE REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE REMOVEREMOVE REMOVE
14 LF
REMOVEREMOVE
REPLACE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
Submitted 11/5/2021
MON
MON
MON
18" RCPINV=193.92'
INV=193.57'
INV=193.50'
INV=187.04'
18" RCP
INV=195.99'
INV=195.86'
INV=195.41'
INV=188.06'
INV=187.42'
INV=195.52'
TOP=199.68'TOP=199.95'
TOP=199.91'
TOP=199.85'
CB CB
CB
INV=195.52'
CB CB
INV=194.36'
INV=185.75'
INV=197.17'15" RCP
INV=187.18'
INV=196.41'
INV=196.37'15" CMPINV=194.45'
TOP=201.01'
TOP=201.12'
TOP=200.95'
18" CMP
INV=180.12'INV=183.41'
CB
CB
CB
24
" HD
PE
INV=182.38'
15" HDPE
INV=185.28'
INV=185.72'
24" RCP180.98
INV=
186.33
INV=15" CMP18" CMP15" CMPEXISTING R/W
EXISTING R/W
SD INV=199.79'
15"INV=196.49'
BST
BST
WD
WD
CONC
MTL
HW/WW
CONC RI
P RAP
WOODS
GRASS
CONC BRIDGE DECK
CONC BRIDGE DECK
30" C&G
30" C&G
US 401 NB/LOUISBURG RD 58' BST
US 401 SB/LOUISBURG RD 35' CONC
SEAT=195.10'
SEAT=195.10'
SEAT=195.10'
SEAT=195.11'
SEAT=196.93'
MTL
MTL
MTL
MTL
H/W
CONC 182.79'
INV=
H/W
CONCCMP24"S
HAND RAIL
42" MTL
108" BST120" CONC120" CONCCONC
RIP RAP
HW=200.97'
HW=201.79'
HW=201.74'
HW=200.94'
HW=201.78'
HW=202.66'
HW=202.62'
HW=201.79'
END BENT=195.33'
END BENT=195.30'
END BENT=194.46'
END BENT=196.09'
END BENT=196.88'
END BENT=196.07'
HW
CONC18" CMPEND BENT=194.47'
U5748 AZ1
RIVERNEUSEBM 1990, PG 627POSSIBLE GREENWAY EASEMENTHW/WW
CONC
181.85
INV=
FLOWABLE FILL
FLOWABLE FILL
RETAIN
REMOVE
REMOVE
FLOWABLE FILL
REMOVE
REMOVE
R
E
TA
IN
RETAIN
CB CB CB
CB
CB CB
CB
CB
CB CB
CB
15" CSP15" CSP24" CSPELB
ELB
ELB
ELB
ELB
ELB
ELB
ELB
15" RCP-V
15" RCP-V
30" RCP-IV
24" RCP-V
15" RCP-V 24" CSPELB
ELB
RCP-IV
30"CSP30"RCP-IV
30"
FS
2GI-AFILLFLOWABLE24" RCP-V
PROVIDE MIN. 1' COVER
ELLIPTICAL
30"x19" RCP-V
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLANDS
FILL IN
S
S S
S
S
S
S
S
-L-
SHEET OF 27
PERMIT DRAWING
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\04_U5748_prm_wet_Site 1-3.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS(919) 854-6200 - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the
NAD 83 / NA 2011ROW REV. - February 12, 2021 - Revised Property Owner information for Parcel 1 and 2 4
SITE 2
SITE 1
WETLAND
DENOTES FILL INFF
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SITE 3
GRAPHIC SCALE
0'20'40'20'
F
F
F
F
F
F
C
C
F
C

U-5748
B-77
B-77 B-77
B-77
B-77
B-77
10REMOVE
REMOVE
REMOVE
REMOVE REMOVE
14 LF
REMOVE
REMOVE
REMOVE
Submitted 11/5/2021
$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROFILE
DIVISION OF HIGHWAYS
NCDOT
SITE - PROFILE VIEW ALONG STRUCTURE
SR 2224 (LIGON MILL RD) TO LELAND DR
US 401 FROM SOUTH OF SR 2044/
PROJECT: 50168.1.1 (U-5748)
WAKE COUNTY
SHEET OF 27
PERMIT DRAWING
170
180
190
200
210
160
SITE 2 - PROFILE VIEW ALONG STRUCTURE
22+00 23+00 24+00 25+00 26+00 27+00 28+00
HORIZ. 1"=50'
VERT. 1"=10'
SCALE
5
(MIN.)
ELEV=177.5'
SURFACE WATER
TEMP. IMPACTS IN
TEMP. WORK PAD &
BANK STABILIZATION
CLASS II RIPRAP
BANK STABILIZATION
CLASS II RIPRAP
EL. 201.86'
-L- STA. 26+37.70
BEGIN GRADE
TO REMAIN
EXISTING BRIDGE
50-YR WSE=192.2'
100-YR WSE=194.4'
(TYP.)
CLASS II RIP RAP (TYP.)
CLASS II RIP RAP
NWSE=175.5'
SKEW = 90 DEGREES
ELEV.=201.44
W/ 2.5' DEEP END BENT CAPS
63" PRESTRESSED CONCRETE GIRDERS
2@91.9', 2@57.4'
CL BRIDGE STA. 24+88 -L-
TO CAP
1.5:1 NORMAL
TO CAP
1.5:1 NORMAL
910131 AND IS, THEREFORE, NOT SHOWN.
PROFILE FOR BRIDGE 911021 IS THE SAME AS FOR
-L-RT_PRO- PROFILE SIMILAR
-L-LT PRO- PROFILE SHOWN
PROPOSED GRADE
(MIN.)
ELEV=177.5'
SURFACE WATER
TEMP. IMPACTS IN
TEMP. WORK PAD &
BANK STABILIZATION
CLASS II RIPRAP
BANK STABILIZATION
CLASS II RIPRAP
@ -L- CENTERLINE
EXISTING GROUND
Submitted 11/5/2021
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
130 180
130 180
140 170
140 170
150 160
150 160
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\06_U5748_Rdy_xpl_L_Sta. 22+50.dgnmeme.buscemiPROJ. REFERENCE NO.SHEET NO.0
6/23/16200 200
210 210
190 190
200 200
210 210
180 180
22+50.00
190 190
200 200
210
180 180
27+50.00
U-5748
-L-
5 10
X-
210
6
SITE 1
SITE 3
WETLAND
DENOTES FILL INFF
FILL IN WETLAND
FILL IN WETLAND
MECHANIZED CLEARING
SHEET OF 27
PERMIT DRAWING
203.01
EEOP
EEOPEEOP
EEOP 2:10.020201.150.020202.35202.270.020201.220.020
2:1
4:1
3:12:10.024
201.48
EEOP
EEOP
EEOP
EEOP
EXIST
2:1 2:1199.74199.68EXISTEXIST 0.0200.020 EXIST
2:1
187.25
Submitted 11/5/2021
INV=227.51'18" RCPINV=219.86'18" RCPINV=221.52'15" RCPCONC
POOL48" WDBY1-111RIVER RI
DGE RD
19' BSTHORSE SH
OE FAR
M RD 22' BST
CHHCHHCHHEOI24 FO57
6 F
O216 FO72 FO
24 FO50 PR300 PRWOODSWOODSSOILARBORSSHEET OF 27
PERMIT DRAWING
EASEMENT10' PRIVATE UTILITYPLEASANT
CLARENCE & EUGENIA
SARAH AKUS
MON
MON MON
EIP
15" RCP
15" RCP CB
CBCB
6
' X 7
' RCBC
PLANS)
(PER
JB
RCP18"DI
TOP=196.05'
PLANS)
(PER
JB
5' X
5' RCBC24" RCPCB
INV=190.86'HW1CUL
1CUL
2
CE1
CUL1
HW1
CUL2
CE1
HW/WW
CONC
HW/WW
CONC15" CMP
UNK
END
15" RCP
CB
CB
15" RCP
CB
CB15 " RCPCB15" RCPCB
15" CMPDI 18" RCPTOP=219.21'18" RCP18" RCP15" RCP15" HDPEINV=214.61'
TOP=219.62'
IN V=214 .5 2'8 " PVCINV=226.56'TOP=233.91'INV=222.32'TOP=230.76'CB24" RCPCB15"
R
C
P
15" RCP
24" R
CP24" RCP
EIP
EIP
MON
MON
EUE
EUEPDEPDE
PDE
PSEPWEEXISTING R/WMONMONREBAREXISTING R/WEXISTING R/WMEADOWS HOA
WAKE HIGH
PWEEXISTING R/WEXISTIN
G R/WM
ONMON
MON
MON
Svv
48"
W
W W/1SB
W
LT
LT
LT 15" RCPS WD
2SLOGCABIN
GR
FLAG
G
48" CHL 48" CHL48" WW 1SBW
WD
GR
GR
48" CHL1SBRKDWD
W
G
2SFD
48
"WW
1SBW
48"WW 1SBW
30" C&G30" C&G60" CONC60" CONC30" C&G30" C&GRAP
RIP CB(2)MTL
MON
MON
MON
MON
WOODS
WOODS
WOODS
WOODS
WOODS
HW/WW
CONC
U5748 AZ2
BL-103
BY3-116
MONOLITHIC CONC ISLANDUS 401 SB/LOUISBURG RD 47' BST
US 401 NB/LOUISBURG RD 38' BST
GRASS
GRASS
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G 30" C&G30" C&G
30" C&G30" C&GSR 2044 LIGON MILL RD 14' BSTSR 2044 LIGON MILL RD 34' BSTSR 3508 OLD NEUSE TRL 25' BST
MONOLITHIC CONC ISLANDMONOLITHIC CONC ISLANDBST
CB
DI(2)RCP24"W
MTR
HHHH HHEOI
EOIHHHHMTR
HHHHHHEOIHHEOIEOIEOI
HH
W EOI
EOIEOIHHEOI
H
H
HHCEMPTY48 FO144 FO24 FO48 FO24 FO
16" DI
16" DI
16" DI
16" DI
100 PR
144 FO 24 FO
E
MP
T
YEOICBMTL
RIP RAP
POOL
CONC
H/W
CONC
JENNIFER PARIS
EDWARD PARIS III &
ENID
MITCHE
L
L
DENNIS
&
207.38'
TOP=SR 222427' BSTMITCHELL MILL RDR/WEXISTING15"
RCP
BM 2013, PG 1355
BM 2007, PG 2256
BM 1985, PG 986
SEWER EASEMENTS
CITY OF RALEIGH
EXISTING
105
HW/WW
CONC
72" CONC
EXISTING R/W
;
EXISTIN
G R/WHOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
WOODS
GEORGE MAKATURA
DEVINCENZO
BRUCE & SONDRA
WOODS
BM 2015 PG 1878-1880MITCHELL MILL ROAD WIDENINGEXISTING PWE, PSE, EUE AND TCE AS ACQUIRED FOR24" RCPCB MONOLITHIC CONC ISLANDWOODS
60" RCPFB B S T
CAROLYN PARKER
THOMPSON
CYNTHIA
WESLEY &
WOODS
WOODS
WOODS48" CHLMARTINDALE
THOMAS & WENDY
LEE ANN WILLIAMS
DENNIS &
LEE ANN WILLIAMS
DENNIS &
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
EXISTING R/W
72" CHL
LLC
PROPERTY
SFR JV-1
GRADE TO DRAIN
REMOVE
GRADE TO DRAIN
REMOVE
REMOVE
REMOVE
FLOWABLE FILL
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
RETAIN
CB CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CBCB
CB
CB
CB
CB
CB
CB CB CBCB
CB
CB
CB
CB
CB
CB
CB
CB
CB CB
CB
CB
2GI
2GI
CB
CB
CB CB
CB CB
CB
CB
CB
FROM -L- STA. 48+00 LT TO -L- STA. 49+24 LT
DI
DI
DI
DI
DI
DI
CB
CB
DI
DI
24" RCP-V24" RCP-V
30" RCP-VRCP-V24"24" RCP-V
24" RCP-V24" RCP-VREMOVE
LUG
CONNECTORS
ELBOWS, ROD &
15" CSP
ELB
ELB
REMOVEREMOVE
REMOVE
SEE DETAIL 26
BERM V-DITCH
ELB
ELB
24" CSPDI
CB
COLLAR
CB
ADJUST
RETAIN
SEE DETAIL 2
DITCH W/HINGE
LATERAL 2' BASE
15" RCP-V
15" RCP-V
15" RCP-V
18" RCP-V 15" RCP-V 15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15"
RCP-V

15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
18" RCP-V 15" RCP-V 15" RCP-V
15" RCP-V
15" RCP-V 15" RCP-V 15" RCP-V
15" RCP-V 15" RCP-V
15" RCP-V 15" RCP-V 15" RCP-V
RCP-V
18"
15" RCP-V
RCP-V
18"
REMOVE
RCP-V
24"
OTCB-3
RCP-V 15"RCP-V24"CONNECTORS& LUGELBOWS, RODRETAIN
RCP-V
18"
SEE DETAIL 7
EST. 500 SY GEOTEXTILE
EST. 295 TONS CLASS I RIP RAP
LATERAL 8' BASE DITCH
EST. 11 SY GEOTEXTILE
CLASS B RIP RAP
EST. 3 TONS
CONNECTORS
ELBOWS, ROD & LUG
24" CSP
CB 15" RCP-V
CB
ELB
ELB
15" RCP-V
SEE DETAIL 31
EST. 7 SY GEOTEXTILE
EST. 3 TONS CLASS B RIP RAP
W/ CLASS B RIP RAP
SPECIAL BACK OF CURB CUT DITCH
SEE DETAIL 27
CURB CUT DITCH
SPECIAL BACK OF
24" RCP-V
EST. 44 SY GEOTEXTILE
EST. 20 TONS CLASS B RIP RAP
SEE DETAIL 12
TOE PROTECTION
DRAIN
GRADE TO
DRAIN
TO
GRADE
SEE DETAIL 33
V-DITCH
SPECIAL LATERAL
RCP-V
15"
RCP-V
15"
P
PLUG & FILL
PLUG & FILL
TB JB w/SLAB LID
HW
CB
EST. 60 SY GEOTEXTILE
EST. 28 TONS CLASS B RIP RAP
DDE=9 CY
SEE DETAIL 4
EST. SLOPE = 0.138 FT/FT
EST. 60 LF
STANDARD V-DITCH
SEE DETAIL 34
V-DITCH
STANDARD
15" RCP-V
72" RCP-V BURIED 1'
INSTALLATION
2@78" WSP TRENCHLESS
2@
78
" RC
P
-VFILLPLUG &DETAIL 4C
SHEET 4
-L- STA. 12+45 RT
ENERGY DISSIPATOR
CONSTRUCTED UNDER R-2814A
DO NOT DISTURB
EXISTING
TIE TO
EST. 70 SY GEOTEXTILE
EST. 30 TONS CLASS B RIP RAP
SEE DETAIL 12
TOE PROTECTION
EST. 115 TONS CLASS I RIP RAP
LENGTH = 35 LF
SEE DETAIL 37
CHANNEL IMPROVEMENT
REMOVE EXISTING WINGWALLS
FILL EXISTING CULVERT
PLUG INLET AND OUTLET END OF EXISTING CULVERT
36" RCP-V
36" RCP-V
HW
EST. 260 TONS CLASS I RIP RAP
LENGTH= 45 LF
SEE DETAIL 36
CHANNEL IMPROVEMENT
EST. 95 TONS CLASS I RIP RAP
LENGTH = 25 LF
SEE DETAIL 44
CHANNEL IMPROVEMENT
LENGTH=35 LF
EST. 225 TONS CLASS I RIP RAP
SEE DETAIL 43
CHANNEL IMPROVEMENT
0529 TO JB AT STRUCTURE 0573.
TIE OUTLET END OF PIPE FROM
24" RCP-V
15" RCP-V
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*
SITE 4
SITE 5
SITE 6
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND
DENOTES FILL INFF
SITE 12
S
S
S
S
S
*
**SSS
S
TS TSTS**
-L--Y1--Y4- STA. 17+70.00
END CONSTRUCTION
-SBX-
-SLIP-
-
Y4--Y5-11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\07_U5748_prm_wet_psh05.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSNAD 83 / NA 2011
FOR -L- PROFILE, SEE SHEET NO. 13
FOR -Y1- PROFILE, SEE SHEET NO. 17
FOR -SLIP- PROFILE, SEE SHEET NO. 17
FOR -SBX- PROFILE, SEE SHEET NO. 20
PAVEMENT REMOVAL
PROPOSED SIGNAL
TRAFFIC DIAGRAM
39,80065,800
95,500
22,200
1,10024,000 2021 ADT
2041 ADT
MITCHELL MILL RD
US 401US-401 57,700
700
26,900
18,200
FOR -Y4- PROFILE, SEE SHEET NO. 19
FOR -Y5- PROFILE, SEE SHEET NO. 20
FOR -MUP1- PROFILE, SEE SHEET NO. 22 FOR DITCH DETAILS, SEE SHEET 5AEliminated TCE and PDE on Parcels 23&24. Corrected parcel 32 to 31. Converted PDE to DUE on Parcel 25.ROW REV. - February. 22, 2021 -Corrected Parcel Number 24 to 23 near -SBX- PT Sta. 10+69.61. Revised owner for Parcel 25. Added R/W to Parcels 4&5. Revised R/W on 14&31. Revised PUE for Parcels 4,5,7,8,9&13. Rev. PDE on Parcel 5. Rev. R/W on Parcels 9,50,23,&24.Eliminated TCE and PDE on Parcels 23&24. Corrected parcel 32 to 31. Converted PDE to DUE on Parcel 25. Revised owner for Parcel 25. Added R/W to Parcels 4&5. Revised R/W on 14&31. Revised PUE for Parcels 4,5,7,8,9&13. Rev. PDE on Parcel 5. Rev. R/W on Parcels 9,50,23,&24.Parcel 24: Rev. R/W, rev PDE, added DUE, added PUE. Parcel 25: Rev. PUE. Parcel 50: Rev. R/W. ROW REV. - March 2, 2021 - Parcel 4-Rev. PUE, Added R/W. Parcel 5: Rev. PUE, Added R/W. Parcel 7: Rev. PUE. Parcel 8: Rev. PUE. Parcel 9: Rev. PUE. Parcel 23: Corrected Parcel 24 to parcel 23 near -SBX- PT Sta. 10+69.61. Rev. R/W. SEE ENLARGEMENT SHEET 10
SEE ENLARGEMENT SHEET 11
7
F
C
F
C
C
C
C
C
F
C C
F F
CCCCCCCCFFFC C
C
C
F
F C
F
F
C
C
C
F
F
F
F
F
F
F

U-5748 5
SEE SHEET 4MATCHLINE -L- 30+00SEE SHEET 6MATCHLINE -L- 44+00SEE SHEET 9
MATCHLINE -Y1- STA 13+50 SEE ABOVEMATCHLI
NE -Y4- STA 12+00MATCHLI
NE -Y4- STA 12+00SEE I
NSET (THI
S SHEET)
DB 3898 PG 863
DB 4318 PG 64
LINDA SMITH
MB 1978 PG 930
MB 1974 PG 489EIP
MONEIPN 8
4°0
3'2
3" W10
5.7
8'
N 8
5°45'03" W90.11'EXISTING R/WEIPDB 4623 PG 494
CAROLYN PARKER
MB 1974 PG 489
JOAN STUTTS
ANTHONY &
DB 4623 PG 494
CAROLYN PARKER
CHORD
4
5
7
8
9
23
23
23
25
6
50 0202EXI
STEXI
ST-Y4- STA. 10+50.00
BEGIN CONSTRUCTION
11'11'-4Y-30'R
30'R POT St
a. 10+00.00GREU 350, TL-3
GREU 350, TL-3
CR
CR
CR
CR
CR
B-773035 4015
151015REMOVEREMOVE
14 LF
REMOVE
JB w/SLAB LID CCCCCSubmitted 11/5/2021
185185
185185
190190190195195195
195195195200200200
200
200200200
200200200
205205205205205 2052
0
5
2
0
5
205
205
2
05
205205205205
2102102102102102
1
0
210
2102102
1
0
21
0
215215215215215215215
215
2
1
5
215
22022022022
0
220 220
220220220220
220225225225225
2252302
3
0
230
23
0 230230 235245INV=227.51'18" RCPINV=219.86'18" RCPINV=221.52'15" RCPCONC
POOL48" WDBY1-111RIVER RI
DGE RD
19' BSTHORSE SH
OE FAR
M RD 22' BST
CHHCHHCHHEOI24 FO57
6 F
O216 FO72 FO
24 FO50 PR300 PRWOODSWOODSSOILARBORSSHEET OF 27
PERMIT DRAWING
EASEMENT10' PRIVATE UTILITYPLEASANT
CLARENCE & EUGENIA
SARAH AKUS
MON
MON MON
EIP
15" RCP
15" RCP CB
CBCB
6
' X 7
' RCBC
PLANS)
(PER
JB
RCP18"DI
TOP=196.05'
PLANS)
(PER
JB
5' X
5' RCBC24" RCPCB
INV=190.86'HW1CUL
1CUL
2
CE1
CUL1
HW1
CUL2
CE1
HW/WW
CONC
HW/WW
CONC15" CMP
UNK
END
15" RCP
CB
CB
15" RCP
CB
CB15 " RCPCB15" RCPCB
15" CMPDI 18" RCPTOP=219.21'18" RCP18" RCP15" RCP15" HDPEINV=214.61'
TOP=219.62'
IN V=214 .5 2'8 " PVCINV=226.56'TOP=233.91'INV=222.32'TOP=230.76'CB24" RCPCB15"
R
C
P
15" RCP
24" R
CP24" RCP
EIP
EIP
MON
MON
EUE
EUEPDEPDE
PDE
PSEPWEEXISTING R/WMONMONREBAREXISTING R/WEXISTING R/WMEADOWS HOA
WAKE HIGH
PWEEXISTING R/WEXISTIN
G R/WM
ONMON
MON
MON
Svv
48"
W
W W/1SB
W
LT
LT
LT 15" RCPS WD
2SLOGCABIN
GR
FLAG
G
48" CHL 48" CHL48" WW 1SBW
WD
GR
GR
48" CHL1SBRKDWD
W
G
2SFD
48
"WW
1SBW
48"WW 1SBW
30" C&G30" C&G60" CONC60" CONC30" C&G30" C&GRAP
RIP CB(2)MTL
MON
MON
MON
MON
WOODS
WOODS
WOODS
WOODS
WOODS
HW/WW
CONC
U5748 AZ2
BL-103
BY3-116
MONOLITHIC CONC ISLANDUS 401 SB/LOUISBURG RD 47' BST
US 401 NB/LOUISBURG RD 38' BST
GRASS
GRASS
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G 30" C&G30" C&G
30" C&G30" C&GSR 2044 LIGON MILL RD 14' BSTSR 2044 LIGON MILL RD 34' BSTSR 3508 OLD NEUSE TRL 25' BST
MONOLITHIC CONC ISLANDMONOLITHIC CONC ISLANDBST
CB
DI(2)RCP24"W
MTR
HHHH HHEOI
EOIHHHHMTR
HHHHHHEOIHHEOIEOIEOI
HH
W EOI
EOIEOIHHEOI
H
H
HHCEMPTY48 FO144 FO24 FO48 FO24 FO
16" DI
16" DI
16" DI
16" DI
100 PR
144 FO 24 FO
E
MP
T
YEOICBMTL
RIP RAP
POOL
CONC
H/W
CONC
JENNIFER PARIS
EDWARD PARIS III &
ENID
MITCHE
L
L
DENNIS
&
207.38'
TOP=SR 222427' BSTMITCHELL MILL RDR/WEXISTING15"
RCP
BM 2013, PG 1355
BM 2007, PG 2256
BM 1985, PG 986
SEWER EASEMENTS
CITY OF RALEIGH
EXISTING
105
HW/WW
CONC
72" CONC
EXISTING R/W
;
EXISTIN
G R/WHOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
WOODS
GEORGE MAKATURA
DEVINCENZO
BRUCE & SONDRA
WOODS
BM 2015 PG 1878-1880MITCHELL MILL ROAD WIDENINGEXISTING PWE, PSE, EUE AND TCE AS ACQUIRED FOR24" RCPCB MONOLITHIC CONC ISLANDWOODS
60" RCPFB B S T
CAROLYN PARKER
THOMPSON
CYNTHIA
WESLEY &
WOODS
WOODS
WOODS48" CHLMARTINDALE
THOMAS & WENDY
LEE ANN WILLIAMS
DENNIS &
LEE ANN WILLIAMS
DENNIS &
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
EXISTING R/W
72" CHL
LLC
PROPERTY
SFR JV-1
GRADE TO DRAIN
REMOVE
GRADE TO DRAIN
REMOVE
REMOVE
REMOVE
FLOWABLE FILL
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
RETAIN
CB CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CBCB
CB
CB
CB
CB
CB
CB CB CBCB
CB
CB
CB
CB
CB
CB
CB
CB
CB CB
CB
CB
2GI
2GI
CB
CB
CB CB
CB CB
CB
CB
CB
FROM -L- STA. 48+00 LT TO -L- STA. 49+24 LT
DI
DI
DI
DI
DI
DI
CB
CB
DI
DI
24" RCP-V24" RCP-V
30" RCP-VRCP-V24"24" RCP-V
24" RCP-V24" RCP-VREMOVE
LUG
CONNECTORS
ELBOWS, ROD &
15" CSP
ELB
ELB
REMOVEREMOVE
REMOVE
SEE DETAIL 26
BERM V-DITCH
ELB
ELB
24" CSPDI
CB
COLLAR
CB
ADJUST
RETAIN
SEE DETAIL 2
DITCH W/HINGE
LATERAL 2' BASE
15" RCP-V
15" RCP-V
15" RCP-V
18" RCP-V 15" RCP-V 15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15"
RCP-V

15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
18" RCP-V 15" RCP-V 15" RCP-V
15" RCP-V
15" RCP-V 15" RCP-V 15" RCP-V
15" RCP-V 15" RCP-V
15" RCP-V 15" RCP-V 15" RCP-V
RCP-V
18"
15" RCP-V
RCP-V
18"
REMOVE
RCP-V
24"
OTCB-3
RCP-V 15"RCP-V24"CONNECTORS& LUGELBOWS, RODRETAIN
RCP-V
18"
SEE DETAIL 7
EST. 500 SY GEOTEXTILE
EST. 295 TONS CLASS I RIP RAP
LATERAL 8' BASE DITCH
EST. 11 SY GEOTEXTILE
CLASS B RIP RAP
EST. 3 TONS
CONNECTORS
ELBOWS, ROD & LUG
24" CSP
CB 15" RCP-V
CB
ELB
ELB
15" RCP-V
SEE DETAIL 31
EST. 7 SY GEOTEXTILE
EST. 3 TONS CLASS B RIP RAP
W/ CLASS B RIP RAP
SPECIAL BACK OF CURB CUT DITCH
SEE DETAIL 27
CURB CUT DITCH
SPECIAL BACK OF
24" RCP-V
EST. 44 SY GEOTEXTILE
EST. 20 TONS CLASS B RIP RAP
SEE DETAIL 12
TOE PROTECTION
DRAIN
GRADE TO
DRAIN
TO
GRADE
SEE DETAIL 33
V-DITCH
SPECIAL LATERAL
RCP-V
15"
RCP-V
15"
P
PLUG & FILL
PLUG & FILL
TB JB w/SLAB LID
HW
CB
EST. 60 SY GEOTEXTILE
EST. 28 TONS CLASS B RIP RAP
DDE=9 CY
SEE DETAIL 4
EST. SLOPE = 0.138 FT/FT
EST. 60 LF
STANDARD V-DITCH
SEE DETAIL 34
V-DITCH
STANDARD
15" RCP-V
72" RCP-V BURIED 1'
INSTALLATION
2@78" WSP TRENCHLESS
2@
78
" RC
P
-VFILLPLUG &DETAIL 4C
SHEET 4
-L- STA. 12+45 RT
ENERGY DISSIPATOR
CONSTRUCTED UNDER R-2814A
DO NOT DISTURB
EXISTING
TIE TO
EST. 70 SY GEOTEXTILE
EST. 30 TONS CLASS B RIP RAP
SEE DETAIL 12
TOE PROTECTION
EST. 115 TONS CLASS I RIP RAP
LENGTH = 35 LF
SEE DETAIL 37
CHANNEL IMPROVEMENT
REMOVE EXISTING WINGWALLS
FILL EXISTING CULVERT
PLUG INLET AND OUTLET END OF EXISTING CULVERT
36" RCP-V
36" RCP-V
HW
EST. 260 TONS CLASS I RIP RAP
LENGTH= 45 LF
SEE DETAIL 36
CHANNEL IMPROVEMENT
EST. 95 TONS CLASS I RIP RAP
LENGTH = 25 LF
SEE DETAIL 44
CHANNEL IMPROVEMENT
LENGTH=35 LF
EST. 225 TONS CLASS I RIP RAP
SEE DETAIL 43
CHANNEL IMPROVEMENT
0529 TO JB AT STRUCTURE 0573.
TIE OUTLET END OF PIPE FROM
24" RCP-V
15" RCP-V
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*
SITE 4
SITE 5
SITE 6
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND
DENOTES FILL INFF
SITE 12
S
S
S
S
S
*
**SSS
S
TS TSTS**
-L--Y1--Y4- STA. 17+70.00
END CONSTRUCTION
-SBX-
-SLIP-
-
Y4--Y5-11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\08_U5748_prm_wet_psh05.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSNAD 83 / NA 2011
FOR -L- PROFILE, SEE SHEET NO. 13
FOR -Y1- PROFILE, SEE SHEET NO. 17
FOR -SLIP- PROFILE, SEE SHEET NO. 17
FOR -SBX- PROFILE, SEE SHEET NO. 20
PAVEMENT REMOVAL
PROPOSED SIGNAL
TRAFFIC DIAGRAM
39,80065,800
95,500
22,200
1,10024,000 2021 ADT
2041 ADT
MITCHELL MILL RD
US 401US-401 57,700
700
26,900
18,200
FOR -Y4- PROFILE, SEE SHEET NO. 19
FOR -Y5- PROFILE, SEE SHEET NO. 20
FOR -MUP1- PROFILE, SEE SHEET NO. 22 FOR DITCH DETAILS, SEE SHEET 5AEliminated TCE and PDE on Parcels 23&24. Corrected parcel 32 to 31. Converted PDE to DUE on Parcel 25.ROW REV. - February. 22, 2021 -Corrected Parcel Number 24 to 23 near -SBX- PT Sta. 10+69.61. Revised owner for Parcel 25. Added R/W to Parcels 4&5. Revised R/W on 14&31. Revised PUE for Parcels 4,5,7,8,9&13. Rev. PDE on Parcel 5. Rev. R/W on Parcels 9,50,23,&24.Eliminated TCE and PDE on Parcels 23&24. Corrected parcel 32 to 31. Converted PDE to DUE on Parcel 25. Revised owner for Parcel 25. Added R/W to Parcels 4&5. Revised R/W on 14&31. Revised PUE for Parcels 4,5,7,8,9&13. Rev. PDE on Parcel 5. Rev. R/W on Parcels 9,50,23,&24.Parcel 24: Rev. R/W, rev PDE, added DUE, added PUE. Parcel 25: Rev. PUE. Parcel 50: Rev. R/W. ROW REV. - March 2, 2021 - Parcel 4-Rev. PUE, Added R/W. Parcel 5: Rev. PUE, Added R/W. Parcel 7: Rev. PUE. Parcel 8: Rev. PUE. Parcel 9: Rev. PUE. Parcel 23: Corrected Parcel 24 to parcel 23 near -SBX- PT Sta. 10+69.61. Rev. R/W. 8
SEE ENLARGEMENT SHEET 11
SEE ENLARGEMENT SHEET 10
F
C
F
C
C
C
C
C
F
C C
F F
CCCCCCCCFFFC C
C
C
F
F C
F
F
C
C
C
F
F
F
F
F
F
F

U-5748 5
SEE SHEET 4MATCHLINE -L- 30+00SEE SHEET 6MATCHLINE -L- 44+00SEE SHEET 9
MATCHLINE -Y1- STA 13+50 SEE ABOVEMATCHLI
NE -Y4- STA 12+00MATCHLI
NE -Y4- STA 12+00SEE I
NSET (THI
S SHEET)
DB 3898 PG 863
DB 4318 PG 64
LINDA SMITH
MB 1978 PG 930
MB 1974 PG 489EIP
MONEIPN 8
4°0
3'2
3" W10
5.7
8'
N 8
5°45'03" W90.11'EXISTING R/WEIPDB 4623 PG 494
CAROLYN PARKER
MB 1974 PG 489
JOAN STUTTS
ANTHONY &
DB 4623 PG 494
CAROLYN PARKER
CHORD
4
5
7
8
9
23
23
23
25
6
50 0202EXI
STEXI
ST-Y4- STA. 10+50.00
BEGIN CONSTRUCTION
11'11'-4Y-30'R
30'R POT St
a. 10+00.00GREU 350, TL-3
GREU 350, TL-3
CR
CR
CR
CR
CR
B-773035 4015
151015REMOVEREMOVE
14 LF
REMOVE
JB w/SLAB LID CCCCCSubmitted 11/5/2021
910 CY DDE
PROP. EXCAVATION
60 CY DDE
PROP. EXCAVATION
55 CY DDE
PROP. EXCAVATION
10 CY DDE
PROP. EXCAVATION
4:14:
1
D
( Not to Scale)
d
STANDARD 'V' DITCH
FROM -L- STA. 30+50 RT TO -L- STA. 30+92 RT
Type of Liner= Class B Rip-Rap Max. d= 1 Ft.
Min. D= 1 Ft.
DETAIL 4
Ground
Natural
Ground
Natural
Geotextile
( Not to Scale)
LATERAL BASE DITCH w/HINGE
D
B
b
d
1"/Ft.
FROM -L- STA. 42+85 RT TO -L- STA. 45+00 RT
DETAIL 7
b= 5 Ft.
B= 8 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
Type of Liner= Class I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
V
A
RIA
BL
E 4:
1 4:1
2:1 MA
X
w
w= 6 Ft.
2:1 MA
X
( Not to Scale)
3:1
3:1D
B
b
LATERAL BASE DITCH w/HINGE
0.020 ft/ft
FROM -L- STA. 35+07 RT TO -L- STA. 38+65 RT
DETAIL 2
Ground
Natural
b= 10 Ft.
B= 2 Ft.
Min. D= 1 Ft.Wall
Noise
Prop.
V
A
RIA
BL
E
w
w= 3 Ft.
FROM -L- STA. 41+40 RT TO -L- STA. 42+00 RT
FROM -L- STA. 39+00 RT TO -L- STA. 40+00 RT
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 1 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL 12
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
2:
1
b
( Not to Scale)
D
3:13:1
BERM 'V' DITCH
FROM -L- STA. 40+85 LT TO -L- STA. 42+50 LT
DETAIL 26
b= 5 Ft.
Min. D= 1 Ft.
Ground
Natural
RDWY
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM -Y5- STA. 11+00 RT TO -Y5- STA. 12+50 RT
Min. D= 1 Ft.
DETAIL 33
Ground
Natural
Flatter3:1 or
Slope
Fill
4:
1 4:1
D
( Not to Scale)
STANDARD 'V' DITCH
FROM -L- STA. 30+10 RT TO -L- STA. 30+49 RT
Min. D= 1 Ft.
DETAIL 34
Ground
Natural
Ground
Natural
3:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM -L- STA. 42+69 LT TO -L- STA. 47+00 LT
DETAIL 27
GROUND
NATURAL
b
D
D = 1 FT.
b= 10 Ft.
b
b= 10 Ft.4:13:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM -L- STA. 42+59 LT TO -L- STA. 42+69 LT
FROM -L- STA. 42+50 LT TO -L- STA. 42+59 LT
DETAIL 31
GROUND
NATURAL
D
D = 1 Ft.
d
Geotextile
d= 1 Ft.
Type of Liner= Class B Rip Rap
DETAIL 36
INLET CHANNEL IMPROVEMENT
-L- STA. 38+37 RT
(NOT TO SCALE)
LOOKING DOWNSTREAM
INLET CHANNEL
BORDER, 2:1 SLOPE
CLASS I FLOOD BENCH
1' SILL ON NORTH BARREL
DITCH
PROPOSED
0'-7' WIDE
1' FLOOD BENCH
BARREL
2' SILL ON SOUTH
EXCAVATION
DITCH
DRAINAGE
BOTTOM
STREAM CHANNEL
2:
1
2:1TO ELEV=219.0'
CLASS I RIP RAP (TYP.)
TO ELEV=219.0'
(TYP.)
CLASS I RIP RAP
13'
BORDER, 2:1 SLOPE
CLASS I FLOOD BENCH
TO ELEV=193.0'
CLASS I RIP RAP (TYP.)
2:
1
BOTTOM
STREAM CHANNEL2:1TO ELEV=193.0'
(TYP.)
CLASS I RIP RAP
9'
(NOT TO SCALE)
LOOKING DOWNSTREAM
OUTLET CHANNEL
0'-7' WIDE
1' FLOOD BENCH
BARREL
2' SILL ON SOUTH
1' SILL ON NORTH BARREL
OUTLET CHANNEL IMPROVEMENT
DETAIL 37
-L- STA. 33+92 LT
OUTLET CHANNEL IMPROVEMENT
DETAIL 44
(NOT TO SCALE)
LOOKING DOWNSTREAM
OUTLET CHANNEL
-Y5- STA. 11+41 LT
BOTTOM
STREAM CHANNEL
TO ELEV=193.5'
(TYP.)
CLASS I RIP RAP
2:15'
TO ELEV=193.5'
CLASS I RIP RAP (TYP.)
2:
1
2:1 or FLATTER
BOTTOM
STREAM CHANNEL
SEE DETAIL 37
OUTLET CHANNEL IMPROVEMENT
TO APPROX. ELEV=188.2'
(TYP.)
CLASS I RIP RAP
INLET CHANNEL IMPROVEMENT
DETAIL 43
(NOT TO SCALE)
LOOKING DOWNSTREAM
INLET CHANNEL
-Y4- STA. 16+26 LT
5'
BOTTOM
STREAM CHANNEL4:16:1
APPROX. ELEV=193.2'
GROUND SLOPE
FOLLOW EXISTING
ELEV=197.5'CLASS I RIP RAP (TYP.)CLASS I RIP RAP (TYP.)
SHEET OF 27
PERMIT DRAWING
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\09_U5748_prm_wet_psh05A.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONS FOR DITCH PLANS, SEE SHEET 5
9

U-5748 5A
4:14:
1
D
( Not to Scale)
d
STANDARD 'V' DITCH
FROM -L- STA. 30+50 RT TO -L- STA. 30+92 RT
Type of Liner= Class B Rip-Rap Max. d= 1 Ft.
Min. D= 1 Ft.
DETAIL 4
Ground
Natural
Ground
Natural
Geotextile
( Not to Scale)
LATERAL BASE DITCH w/HINGE
D
B
b
d
1"/Ft.
FROM -L- STA. 42+85 RT TO -L- STA. 45+00 RT
DETAIL 7
b= 5 Ft.
B= 8 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
Type of Liner= Class I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
V
A
RIA
BL
E 4:
1 4:1
2:1 MA
X
w
w= 6 Ft.
2:1 MA
X
( Not to Scale)
3:1
3:1D
B
b
LATERAL BASE DITCH w/HINGE
0.020 ft/ft
FROM -L- STA. 35+07 RT TO -L- STA. 38+65 RT
DETAIL 2
Ground
Natural
b= 10 Ft.
B= 2 Ft.
Min. D= 1 Ft.Wall
Noise
Prop.
V
A
RIA
BL
E
w
w= 3 Ft.
FROM -L- STA. 41+40 RT TO -L- STA. 42+00 RT
FROM -L- STA. 39+00 RT TO -L- STA. 40+00 RT
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 1 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL 12
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
2:
1
b
( Not to Scale)
D
3:13:1
BERM 'V' DITCH
FROM -L- STA. 40+85 LT TO -L- STA. 42+50 LT
DETAIL 26
b= 5 Ft.
Min. D= 1 Ft.
Ground
Natural
RDWY
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM -Y5- STA. 11+00 RT TO -Y5- STA. 12+50 RT
Min. D= 1 Ft.
DETAIL 33
Ground
Natural
Flatter3:1 or
Slope
Fill
4:
1 4:1
D
( Not to Scale)
STANDARD 'V' DITCH
FROM -L- STA. 30+10 RT TO -L- STA. 30+49 RT
Min. D= 1 Ft.
DETAIL 34
Ground
Natural
Ground
Natural
3:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM -L- STA. 42+69 LT TO -L- STA. 47+00 LT
DETAIL 27
GROUND
NATURAL
b
D
D = 1 FT.
b= 10 Ft.
b
b= 10 Ft.4:13:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM -L- STA. 42+59 LT TO -L- STA. 42+69 LT
FROM -L- STA. 42+50 LT TO -L- STA. 42+59 LT
DETAIL 31
GROUND
NATURAL
D
D = 1 Ft.
d
Geotextile
d= 1 Ft.
Type of Liner= Class B Rip Rap
DETAIL 36
INLET CHANNEL IMPROVEMENT
-L- STA. 38+37 RT
(NOT TO SCALE)
LOOKING DOWNSTREAM
INLET CHANNEL
910 CY DDE
PROP. EXCAVATION
BORDER, 2:1 SLOPE
CLASS I FLOOD BENCH
1' SILL ON NORTH BARREL
DITCH
PROPOSED
0'-7' WIDE
1' FLOOD BENCH
BARREL
2' SILL ON SOUTH
EXCAVATION
DITCH
DRAINAGE
BOTTOM
STREAM CHANNEL
2:
1
2:1TO ELEV=219.0'
CLASS I RIP RAP (TYP.)
TO ELEV=219.0'
(TYP.)
CLASS I RIP RAP
13'
BORDER, 2:1 SLOPE
CLASS I FLOOD BENCH
TO ELEV=193.0'
CLASS I RIP RAP (TYP.)
2:
1
BOTTOM
STREAM CHANNEL2:1TO ELEV=193.0'
(TYP.)
CLASS I RIP RAP
9'
(NOT TO SCALE)
LOOKING DOWNSTREAM
OUTLET CHANNEL
0'-7' WIDE
1' FLOOD BENCH
BARREL
2' SILL ON SOUTH
1' SILL ON NORTH BARREL60 CY DDE
PROP. EXCAVATION
OUTLET CHANNEL IMPROVEMENT
DETAIL 37
-L- STA. 33+92 LT
OUTLET CHANNEL IMPROVEMENT
DETAIL 44
(NOT TO SCALE)
LOOKING DOWNSTREAM
OUTLET CHANNEL
-Y5- STA. 11+41 LT
BOTTOM
STREAM CHANNEL
TO ELEV=193.5'
(TYP.)
CLASS I RIP RAP
2:15'
TO ELEV=193.5'
CLASS I RIP RAP (TYP.)
2:
1
2:1 or FLATTER
BOTTOM
STREAM CHANNEL
SEE DETAIL 37
OUTLET CHANNEL IMPROVEMENT
TO APPROX. ELEV=188.2'
(TYP.)
CLASS I RIP RAP
55 CY DDE
PROP. EXCAVATION
INLET CHANNEL IMPROVEMENT
DETAIL 43
(NOT TO SCALE)
LOOKING DOWNSTREAM
INLET CHANNEL
-Y4- STA. 16+26 LT
5'
BOTTOM
STREAM CHANNEL4:16:1
APPROX. ELEV=193.2'
GROUND SLOPE
FOLLOW EXISTING
ELEV=197.5'CLASS I RIP RAP (TYP.)CLASS I RIP RAP (TYP.)
10 CY DDE
PROP. EXCAVATION
Submitted 11/5/2021
SHEET OF 27
PERMIT DRAWING
MON
6
' X 7
' RCBC
PLANS)
(PER
JB
RCP18"DI
TOP=196.05'
PLANS)
(PER
JB
5' X
5' RCBC24" RCPCB
INV=190.86'
CUL1
HW1
CUL2
CE1
HW/WW
CONC15" CMP
UNK
END
15" RCP
CB
CB
15" RCP
CB
CB 15" RCP15" RCPCB
24" RCP
EXISTING R/WMONREBARM
ONMON
MON
MONvv30" C&G30" C&GWOODS
WOODS
HW/WW
CONC
U5748 AZ2
BY3-116
US 401 SB/LOUISBURG RD 47' BST
GRASS30" C&G
30" C&G
30" C&G30" C&G
30" C&GSR 2044 LIGON MILL RD 14' BSTSR 2044 LIGON MILL RD 34' BSTSR 3508 OLD NEUSE TRL 25' BST
MONOLITHIC CONC ISLANDMONOLITHIC CONC ISLANDCBW MTR
HH HHEOI
EOIHHHHMTR
HHHHHHEOIEOIWEOI HHCEMPTY48 FO144 FO24 FO48 FO24 FO
16" DI
100 PR
JENNIFER PARIS
EDWARD PARIS III &
DEVINCENZO
BRUCE & SONDRA
24" RCPCB
WOODS
60" RCPFB B S T
GRADE TO DRAIN
REMOVE
GRADE TO DRAIN
REMOVE
REMOVE REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
CB
CB
CB
CB
CBCB
CB
CB
CB
CB
2GI
2GI
CB
CBCB24" RCP-V
LUG
CONN
ECTORS
ELBOWS
, ROD
&

15"
CSP
ELB
ELB
REMOVEREMOVE
CB
15" RCP-V 15" RCP-V
15" RCP-V
15" RCP-V
18" RCP-V 15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V 15" RCP-V
15" RCP-V 15" RCP-V 15" RCP-V
RCP-V 15"
RCP-V
18"
CONNECTORS
ELBOWS, ROD & LUG
24" CSP
15" RCP-V
CB
ELB
ELB
15" RCP-V
DRAIN
GRADE TO
DRAIN
TO
GRADE
SEE DETAIL 33
V-DITCH
SPECIAL LATERAL
PLUG & FILL
PLUG & FILLHW
72" RCP-V BURIED 1'
INSTALLATION
2@78" WSP TRENCHLESS FILLPLUG &EST. 115 TONS CLASS I RIP RAP
LENGTH = 35 LF
SEE DETAIL 37
CHANNEL IMPROVEMENT
EST. 95 TONS CLASS I RIP RAP
LENGTH = 25 LF
SEE DETAIL 44
CHANNEL IMPROVEMENT
LENGTH=35 LF
EST. 225 TONS CLASS I RIP RAP
SEE DETAIL 43
CHANNEL IMPROVEMENT
24" RCP-V
15" RCP-V
SS
S
S
TS
TSTSNAD 83 / NA 2011
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 4
SITE 5
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
10
GRAPHIC SCALE
0'20'40'20'
C
F
C
C
CCFCC
F C
F
F
C
F
F
F
F
F
5
6
CR
CR
CR 3515
10RE MOVE11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\10_U5748_prm_wet_Site 4-5meme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSU-5748 #ROW REV. - February 12, 2021 - Revised Property Owner information for Parcel 1 and 2 SHEET 2 OF __PERMIT DRAWING
[phone]
Raleigh, NC 27607
5438 Wade Park Blvd, Suite 200
Submitted 11/5/2021
SHEET OF 27
PERMIT DRAWINGHW1CUL
1CUL
2
CE1
HW/WW
CONC
CB
15" CMPDI
TOP=219.21'18" RCP18" RCP15" HDPE8 " PVCINV=226.56'TOP=233.91'TOP=230.76'PDES
48
"WW
1SBW
48"WW 1SBWMON
MON
MONWOODS
WOODS
BL-103
US 401 SB/LOUISBURG RD 47' BST
US 401 NB/LOUISBURG RD 38' BST
GRASS
30" C&G
30" C&G
30" C&G
207.38'
TOP=
BM 2013, PG 1355
BM 2007, PG 2256
BM 1985, PG 986
SEWER EASEMENTS
CITY OF RALEIGH
EXISTING
105
10
4
;
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
EXISTING R/W
72" CHL
REMOVE
CB
CB
CB
CB
DI
DI
DI
CB 24" RCP-VREMOVE
ELB
ELB
24" CSPDI
SEE DETAIL 2
DITCH W/HINGE
LATERAL 2' BASE
15" RCP-V
15" RCP-V 15" RCP-V
15" RCP-V
REMOVE
CONNECTORS& LUGELBOWS, RODSEE DETAIL 7
EST. 500 SY GEOTEXTILE
EST. 295 TONS CLASS I RIP RAP
LATERAL 8' BASE DITCH
EST. 11 SY GEOTEXTILE
CLASS B RIP RAP
EST. 3 TONS
EST. 44 SY GEOTEXTILE
EST. 20 TONS CLASS B RIP RAP
SEE DETAIL 12
TOE PROTECTION
P
CB
15" RCP-V
2@
78
" RC
P
-V
DETAIL 4C
SHEET 4
-L- STA. 12+45 RT
ENERGY DISSIPATOR
CONSTRUCTED UNDER R-2814A
DO NOT DISTURB
EXISTING
TIE TO
EST. 70 SY GEOTEXTILE
EST. 30 TONS CLASS B RIP RAP
SEE DETAIL 12
TOE PROTECTION
36" RCP-V
36" RCP-V
HW
EST. 260 TONS CLASS I RIP RAP
LENGTH= 45 LF
SEE DETAIL 36
CHANNEL IMPROVEMENT
S
S
S
S
S
*
**
**
-L-
-SLIP-
NAD 83 / NA 2011
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 6
WETLAND
DENOTES FILL INFFSSSURFACE WATER
DENOTES IMPACTS IN
11
SITE 12
GRAPHIC SCALE
0'20'40'20'
C
F

23
23
B-77
JB w/SLAB LID
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\11_U5748_prm_wet_Site 6-12.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSU-5748 #ROW REV. - February 12, 2021 - Revised Property Owner information for Parcel 1 and 2 SHEET 2 OF __PERMIT DRAWING
[phone]
Raleigh, NC 27607
5438 Wade Park Blvd, Suite 200
Submitted 11/5/2021
$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROFILE
DIVISION OF HIGHWAYS
NCDOT
SITE - PROFILE VIEW ALONG STRUCTURE
SR 2224 (LIGON MILL RD) TO LELAND DR
US 401 FROM SOUTH OF SR 2044/
PROJECT: 50168.1.1 (U-5748)
WAKE COUNTY
SHEET OF 27
PERMIT DRAWING
185
190
195
200
205
180
SITES 4 & 5 - PROFILE VIEW ALONG STRUCTURE
0 +50 [phone]
12
-150-200
HORIZ. 1"=50'
VERT. 1"=5'
SCALE
EXISTING GROUND @ PROPOSED CL
3.3:1 (SKEWED)
3:1 (NORMAL)0.030.02
PROPOSED STREAM BED
SKEW = 48
PROP. G.P. ELEV. = 204.21'
72" RCP w/ 1' BURIED
-Y5- STA. 11+82
O
SKEW = 118
PROP. G.P. ELEV. = 204.78'
-Y4- STA. 15+73
O
6.5:1 (SKEWED)
6:1 (NORMAL)
L
SLOPE = 2.6%
C INV. ELEV.= 189.5'
WSE = 197.7'
PROP. 100-YR
WSE = 197.3'
PROP. 25-YR
+/- 192.6'
NWSE WSE
Submitted 11/5/2021
PROFILE
DIVISION OF HIGHWAYS
NCDOT
SITE - PROFILE VIEW ALONG STRUCTURE
SR 2224 (LIGON MILL RD) TO LELAND DR
US 401 FROM SOUTH OF SR 2044/
PROJECT: 50168.1.1 (U-5748)
WAKE COUNTY
SHEET OF 27
PERMIT DRAWING
180
190
200
210
220
170
HORIZ. 1"=50'
VERT. 1"=10'
SCALE
SITES 4 & 6 - PROFILE VIEW ALONG STRUCTURE
0 +100 +200 [phone] +400
13
PROP. G.P. ELEV. =203.11'
-L- LT STA 35+34
0.025 0.025
PROP. G.P. ELEV. =203.27'
-L- RT STA 35+87
0.025
0
.02
0.025 0.02
SKEW = 46
PROP. G.P. ELEV. = 202.78'
-SBX- STA. 13+83
O
SKEW = 46
PROP. G.P. ELEV. = 203.28
-SLIP- STA. 10+30
O
EXISTING GROUND @ PROPOSED CL
@ PROPOSED C
PROPOSED GROUND
L
APPROX. 3:1 (SKEWED)
APPROX. 20:1 (NORMAL)
+/- 193.5'
NWSE WSE
PROPOSED STREAM BED
L
SLOPE = 0.9%
C INV. ELEV.= 186.7'
WSE = 195.9'
PROP. 100-YR
WSE = 195.7'
PROP. 50-YR
SKEW = 46
1' FLOOD BENCH AT SOUTH BARREL
BURIED 1'
2@78" PIPES W/HEADWALL
-L- STA 35+21
O
REMOVE EXISTING 6x7 RCBC
NO EXISTING TOP OF BANK.
CULVERT PLACED IN NEW LOCATION.
NOTE:
Submitted 11/5/2021
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
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\14_U5748_Rdy_xpl_L_Sta. 39+00.dgnmeme.buscemiPROJ. REFERENCE NO.SHEET NO.0
6/23/16200 200
210 210
190 190
39+00.00
X-13U-5748
-L-
5 10
160 170 180 190
160 170 180 190
220
230
220
230
14
SITE 6
WETLAND
DENOTES FILL INFF
210
200
220
190
230 230
220
210
200
190
39+50.00
MECHANIZED CLEARING
F
SHEET OF 27
PERMIT DRAWING
210.28
EEOPEEOP
EEOPEEOP
2:10.020209.460.0202:10.020 0.020 0.020 0.020 0.020 208.990.0200.020
191.76
212.06
EEOPEEOP
EEOPEEOP 210.89211.160.020 0.020
2:12:10.0200.0200.020 0.0200.0200.011
Submitted 11/5/2021
SHEET OF 27
PERMIT DRAWING
ALBERT & JOY ROWLAND
MYRA WESTMORELAND
ROOSEVELT WESTMORELAND III &
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
NCDOTEIP
INV=233.71'
INV=240.83'30" RCPINV=243
.09
'36" RCPTOP=249.98
'DI
30" RCPDI
24" RCP
15" RCP
TOP=232.49'15" RCP15" RCP 15" RCP15
" RCP6"PVCI
NV=228.29'
INV=225.56'
INV=214.61'TOP=219.62'
EIP
MON
DI
MON
MON
MON
EIP
EIP
TOP=231.45'
MON
MON
MON
MON
MON
MON
MON
MON
MON MON
EIP
EIP
EIP
UNK
END
48" CHL
48" WW 1SBW
48" WW 1SBW
48" C
HL
C
O
N
C
48" CHL
15" CMP
15"
R
C
P
2SFD
G
S
W
BST
CONCCONC
GR
1SBRKD 48" I
RONCONC 15" RCPS
1SFD
CONC
CONC
1SFD
S
LT
48"WW 1SBW
48"WW 1SBW
48"WW 1SBW
48"WW 1SBW
48"WW 1SBW
48" CHL
48" WW 1SBW
G
S
BST
CONC
RIP RAP
RISER
TOP=249.73
'
WOODS
WOODS
RIP RAP
RI
P RAP
HW/WW
CONC
NCDOT
BL-104
BL-105
B
Y3-120
GRASSSR 35
08 OLD NEUSE TRL 17' BSTBST
MONOLITHIC CONC ISLAND BSTUS 401 SB/LOUISBURG RD 29' BST
GRASS
WOODS
TC
TC
HHEOI
EOI
HHC
CHH
CTT
W
HH HH
MTR
LS
2
4 F
O
24
F
O16" DI
16" DI
100
PR
100 PR
100 PR
24 FO
48 FO16" DI
2SFD
DI
DI
8"PVC
WELL
48"CHLGARY & MARY MUSSERBY4-125FLORENCE SEREM
FILIPE GODOI
THEODORE & COLLEEN HESSAH 24' BSTVENTURA CIR 126
BY4-
30' BST
US 401 NB/LOUISBURG RD
117
118
119
117
118
119
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
MON
EXISTING R/W18" CMPBOTTOM BOX=244.54
'
8" DIP
I
NV=240.15'
48
" CHL
36" RCP
INV=245.06'
INV=245.16'12" RCP1
2
" RCP
TOP=248.66
'
TOP=240.16'
INV=232.48'
INV=232.60
'
INV=242.20
'
INV=242.00
'
INV=242.99'15" RCPWD WALL
BST
MICHAEL J. WENG
LEIGH ANN STROUD
AND WIFE,
MICHAEL D. STROUD, JR.
REBAR
EIP
REB
AR
REBAR
E
XIS
TI
N
G
R/WE
XIS
TIN
G
R/WEXISTING R/W
EXISTING R/W
DIP ENCASEMENT PIPEAERIAL CROSSING;EXISTING R/W;CTC
HHH
H50 PR5
0
PREOIEOI15" RCP
GRWOODS
WOODS
SUSAN BRANDOLIN
RENATO &
ARIEL MONTEALEGRECASINE CT 20'
BSTJUNIUS WYNDER JR. &
LORETTA WYNDER24" RCP60" CHLSALES SYSTEMS INC.
SOUTHEASTERN ADVERTISING &
WOODS
49.84'
RIDOUT
JAMES & TERECA
8" DIP
COMMUNITY ASSN. INC.
BRIGHTON
NCDOT
NCDOT
JIYIN LIU
&
XIANG ZHONG
NCDOT
MARIA RODRIGUEZ
ABENER VELASQUEZ &
NCDOT
FLOWABLE FILLREMOVE
REMOVE
( Not to Scale)
3:13:1D
b
LATERAL 'V' DITCH
0.020 ft/ft
FROM -L- STA. 46+59 RT TO -L- STA. 49+26 RT
DETAIL 8
Ground
Natural
b= 10 Ft.
Min. D= 1 Ft.Wall
Noise
Prop.
CB
DI
CB
CB
CB
CB
CB
CB
CB CB
CB
2GI
CBCB
2GI
CB
FS
SEE DETAIL 8
LATERAL V-DITCH
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 48+00 LT TO -L- STA. 49+24 LT
DETAIL 9
b= 10 Ft.
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM -Y2- STA. 31+00 RT TO -Y2- STA. 33+00 RT
Min. D= 1 Ft.
DETAIL 10
Ground
Natural
Flatter6:1 or
Slope
Fill
SEE DETAIL 10
SPECIAL LATERAL V-DITCH
DI
DI
DI
DIDI
DI
DI
DI DI
DI
30" RCP-VREMOVE 30" RCP-V24" RCP-V2GI-D
RCP-V
15"
18" RCP-V
18" RCP-V
15" RCP-V
18" RCP-V
15" RCP-V
18" RCP-V 18" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V
30" RCP-V
30" RCP-V FLOWABLE FILL2GI-A
REMOVE
RETAINCB
CB
CB
CB
HW
ENDWALL
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 52+80 LT TO -L- STA. 54+77 LT
DETAIL 13
b= 5 Ft.
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
30" RCP-V30" RCP-V
DRA
IN
TO
GRAD
E
DRAIN
GRADE TO
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'DDDitch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
-L- STA. 57+02
-L- Sta. 53+96
DETAIL 11
C Proposed Ditch
FS
FROM -L- STA. 53+37 RT TO -L- STA. 58+00 RT
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 1 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL 12
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile LUG CONNECTORSELBOWS, ROD & 15" CSPTB JB w/MH
15" RCP-V
15" RCP-V

15" RCP-V
15" RCP-V
SEE DETAIL 27
CURB CUT DITCH
SPECIAL BACK OF
15" RCP-V
DRAIN
GRADE TO
REMOVE
REMOVEREMOVE
TO DRAIN
GRADE
REMOVE RCP-V 18"RCP-V
18"
16 LF
REMOVE
GEOTEXTILE
EST. 7 SY
CLASS B RIP-RAP
EST. 2 TONS
ELB
ELB
JB w/MH
ELB
ELB
SEE DETAIL 12
EST. 120 SY GEOTEXTILE
CLASS B RIP-RAP
EST. 60 TONS
TOE PROTECTION
3:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM -L- STA. 42+69 LT TO -L- STA. 47+00 LT
DETAIL 27
GROUND
NATURAL
b
D
D = 1 FT.
b= 10 Ft.
2:1 MA
X
( Not to Scale)
LATERAL BASE DITCH w/HINGE
D
B
b
d
1"/Ft.
FROM -L- STA. 42+85 RT TO -L- STA. 45+00 RT
DETAIL 7
b= 3 Ft.
B= 8 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
Type of Liner= Class I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
V
A
RI
A
B
LE 4:14:1
w
w= 6 Ft.
CB
FS 2GI
SEE DETAIL 31EST. 7 SY GEOTEXTILEEST. 3 TONS CLASS B RIP RAPW/ CLASS B RIP RAPSPECIAL BACK OF CURB CUT DITCH
48" WELDED STEEL TRENCHLESS INSTALLATION18" RCP-V
CONNECTORS
LUG
ROD &
ELBOWS,
15" CSP
SEE DETAIL 7
EST. 500 SY GEOTEXTILE
CLASS I RIP RAP
EST. 295 TONS
LATERAL 8' BASE DITCH
RCP-V
18"
30" RCP-V
RCP-V
30"FLOWABLE FILL48" RC P-V48" RCP-V48" RCP-V48" RCP-VREMOVE
SEE DETAIL 9
BASE DITCH
LATERAL 2'
(Variable)
Channel Bed
SEE DETAIL 13
BASE DITCH
LATERAL 2'
JB w/MH
48" RCP-V
SEE DETAIL 42
HEAD BASE DITCH
B
3:120:1D
( Not to Scale)
HEAD BASE DITCH
STA. 54+80 LT
DETAIL 42
B= 4 Ft.
Min. D= 1 Ft.
Ground
Natural
Ground
Natural
Est. 8 CY DDE
Length = 19 LF
(Variable)
Channel Bed
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 7
S S SURFACE WATER
DENOTES IMPACTS IN
SITE 13
S
S
S
TS
S
TS
-L-
-L--2Y--DRIVE2- STA. 11+40.00
END CONSTRUCTION-DRIVE2-11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\15_U5748_prm_wet_psh06.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSNAD
83 / NA 2011
FOR -Y2- PROFILE, SEE SHEET NO. 18
-L-
FOR -L- PROFILE, SEE SHEET NO. 14
PROPOSED SIGNAL
TRAFFIC DIAGRAM
39,800
1,000
1,600
13,800
16,500
10,100
65,800
95,500
2021 ADT
2041 ADT20,000
57,700
-Y2-
-L--L-
FOR -DRIVE2- PROFILE, SEE SHEET NO. 21
FOR -DRIVE4- PROFILE, SEE SHEET NO. 22 GRAPHIC SCALE
0'100'50'50' 15
SEE ENLARGEMENT SHEET 17
C F
F CC
F
FCCCCCCC
F
F
F
F
FF
F
F
C
C
C
C
F
C
CC C
C F
FF

U-5748 6
SEE SHEET 5MATCHLINE -L- STA 44+00SEE SHEET 11
MATCHLINE -Y2- STA 31+00
SEE SHEET 7MATCHLINE -L- STA 58+10CHORD
10
11
12
9
13
14
15
23
26
27
23
29
30
31
44
AT-1
AT-1
B-77
B-77
CR
CR45 505510
JB w/MH
48" RCP-IV
LENGTH= 10 LF
EST. 32 SY GEOTEXTILE
CLASS B RIP RAP
EST. 14 TONS,
SEE DETAIL 30
STABILIZATION
PIPE CHANNEL
( Not to Scale)
Geotextile
Elevation
Natural Bed
-L- STA. 54+77 LT
Ground
Natural
Ground
Natural
PIPE CHANNEL STABILIZATION
DETAIL 30
1.25'
Min. depth= 1 Ft.
Type of Liner= CL B Rip-Rap - Keyed-In
3' min.
LENGTH= 40 LF
EST. 130 SY GEOTEXTILE
CLASS I RIP RAP
EST. 93 TONS,
SEE DETAIL 39
STABILIZATION
PIPE CHANNEL
LENGTH= 21 LF
EST. 47 SY GEOTEXTILE
CLASS I RIP RAP
EST. 33 TONS,
SEE DETAIL 39
STABILIZATION
PIPE CHANNEL
( Not to Scale)
Geotextile
Elevation
Natural Bed
-DRIVE3- STA. 12+21 RT
-L- STA. 53+37 RT
Ground
Natural
Ground
Natural
PIPE CHANNEL STABILIZATION
DETAIL 39
1.5'
Min. depth= 1.5 Ft.
Type of Liner= CL I Rip-Rap - Keyed-In
6' min.
Submitted 11/5/2021
SHEET OF 27
PERMIT DRAWING
ALBERT & JOY ROWLAND
MYRA WESTMORELAND
ROOSEVELT WESTMORELAND III &
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
NCDOTEIP
INV=233.71'
INV=240.83'30" RCPINV=243
.09
'36" RCPTOP=249.98
'DI
30" RCPDI
24" RCP
15" RCP
TOP=232.49'15" RCP15" RCP 15" RCP15
" RCP6"PVCI
NV=228.29'
INV=225.56'
INV=214.61'TOP=219.62'
EIP
MON
DI
MON
MON
MON
EIP
EIP
TOP=231.45'
MON
MON
MON
MON
MON
MON
MON
MON
MON MON
EIP
EIP
EIP
UNK
END
48" CHL
48" WW 1SBW
48" WW 1SBW
48" C
HL
C
O
N
C
48" CHL
15" CMP
15"
R
C
P
2SFD
G
S
W
BST
CONCCONC
GR
1SBRKD 48" I
RONCONC 15" RCPS
1SFD
CONC
CONC
1SFD
S
LT
48"WW 1SBW
48"WW 1SBW
48"WW 1SBW
48"WW 1SBW
48"WW 1SBW
48" CHL
48" WW 1SBW
G
S
BST
CONC
RIP RAP
RISER
TOP=249.73
'
WOODS
WOODS
RIP RAP
RI
P RAP
HW/WW
CONC
NCDOT
BL-104
BL-105
B
Y3-120
GRASSSR 35
08 OLD NEUSE TRL 17' BSTBST
MONOLITHIC CONC ISLAND BSTUS 401 SB/LOUISBURG RD 29' BST
GRASS
WOODS
TC
TC
HHEOI
EOI
HHC
CHH
CTT
W
HH HH
MTR
LS
2
4 F
O
24
F
O16" DI
16" DI
100
PR
100 PR
100 PR
24 FO
48 FO16" DI
2SFD
DI
DI
8"PVC
WELL
48"CHLGARY & MARY MUSSERBY4-125FLORENCE SEREM
FILIPE GODOI
THEODORE & COLLEEN HESSAH 24' BSTVENTURA CIR 126
BY4-
30' BST
US 401 NB/LOUISBURG RD
117
118
119
117
118
119
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
MON
EXISTING R/W18" CMPBOTTOM BOX=244.54
'
8" DIP
I
NV=240.15'
48
" CHL
36" RCP
INV=245.06'
INV=245.16'12" RCP1
2
" RCP
TOP=248.66
'
TOP=240.16'
INV=232.48'
INV=232.60
'
INV=242.20
'
INV=242.00
'
INV=242.99'15" RCPWD WALL
BST
MICHAEL J. WENG
LEIGH ANN STROUD
AND WIFE,
MICHAEL D. STROUD, JR.
REBAR
EIP
REB
AR
REBAR
E
XIS
TI
N
G
R/WE
XIS
TIN
G
R/WEXISTING R/W
EXISTING R/W
DIP ENCASEMENT PIPEAERIAL CROSSING;EXISTING R/W;CTC
HHH
H50 PR5
0
PREOIEOI15" RCP
GRWOODS
WOODS
SUSAN BRANDOLIN
RENATO &
ARIEL MONTEALEGRECASINE CT 20'
BSTJUNIUS WYNDER JR. &
LORETTA WYNDER24" RCP60" CHLSALES SYSTEMS INC.
SOUTHEASTERN ADVERTISING &
WOODS
49.84'
RIDOUT
JAMES & TERECA
8" DIP
COMMUNITY ASSN. INC.
BRIGHTON
NCDOT
NCDOT
JIYIN LIU
&
XIANG ZHONG
NCDOT
MARIA RODRIGUEZ
ABENER VELASQUEZ &
NCDOT
FLOWABLE FILLREMOVE
REMOVE
( Not to Scale)
3:13:1D
b
LATERAL 'V' DITCH
0.020 ft/ft
FROM -L- STA. 46+59 RT TO -L- STA. 49+26 RT
DETAIL 8
Ground
Natural
b= 10 Ft.
Min. D= 1 Ft.Wall
Noise
Prop.
CB
DI
CB
CB
CB
CB
CB
CB
CB CB
CB
2GI
CBCB
2GI
CB
FS
SEE DETAIL 8
LATERAL V-DITCH
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 48+00 LT TO -L- STA. 49+24 LT
DETAIL 9
b= 10 Ft.
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM -Y2- STA. 31+00 RT TO -Y2- STA. 33+00 RT
Min. D= 1 Ft.
DETAIL 10
Ground
Natural
Flatter6:1 or
Slope
Fill
SEE DETAIL 10
SPECIAL LATERAL V-DITCH
DI
DI
DI
DIDI
DI
DI
DI DI
DI
30" RCP-VREMOVE 30" RCP-V24" RCP-V2GI-D
RCP-V
15"
18" RCP-V
18" RCP-V
15" RCP-V
18" RCP-V
15" RCP-V
18" RCP-V 18" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V
30" RCP-V
30" RCP-V FLOWABLE FILL2GI-A
REMOVE
RETAINCB
CB
CB
CB
HW
ENDWALL
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 52+80 LT TO -L- STA. 54+77 LT
DETAIL 13
b= 5 Ft.
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
30" RCP-V30" RCP-V
DRA
IN
TO
GRAD
E
DRAIN
GRADE TO
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'DDDitch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
-L- STA. 57+02
-L- Sta. 53+96
DETAIL 11
C Proposed Ditch
FS
FROM -L- STA. 53+37 RT TO -L- STA. 58+00 RT
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 1 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL 12
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile LUG CONNECTORSELBOWS, ROD & 15" CSPTB JB w/MH
15" RCP-V
15" RCP-V

15" RCP-V
15" RCP-V
SEE DETAIL 27
CURB CUT DITCH
SPECIAL BACK OF
15" RCP-V
DRAIN
GRADE TO
REMOVE
REMOVEREMOVE
TO DRAIN
GRADE
REMOVE RCP-V 18"RCP-V
18"
16 LF
REMOVE
GEOTEXTILE
EST. 7 SY
CLASS B RIP-RAP
EST. 2 TONS
ELB
ELB
JB w/MH
ELB
ELB
SEE DETAIL 12
EST. 120 SY GEOTEXTILE
CLASS B RIP-RAP
EST. 60 TONS
TOE PROTECTION
3:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM -L- STA. 42+69 LT TO -L- STA. 47+00 LT
DETAIL 27
GROUND
NATURAL
b
D
D = 1 FT.
b= 10 Ft.
2:1 MA
X
( Not to Scale)
LATERAL BASE DITCH w/HINGE
D
B
b
d
1"/Ft.
FROM -L- STA. 42+85 RT TO -L- STA. 45+00 RT
DETAIL 7
b= 3 Ft.
B= 8 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
Type of Liner= Class I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
V
A
RI
A
B
LE 4:14:1
w
w= 6 Ft.
CB
FS 2GI
SEE DETAIL 31EST. 7 SY GEOTEXTILEEST. 3 TONS CLASS B RIP RAPW/ CLASS B RIP RAPSPECIAL BACK OF CURB CUT DITCH
48" WELDED STEEL TRENCHLESS INSTALLATION18" RCP-V
CONNECTORS
LUG
ROD &
ELBOWS,
15" CSP
SEE DETAIL 7
EST. 500 SY GEOTEXTILE
CLASS I RIP RAP
EST. 295 TONS
LATERAL 8' BASE DITCH
RCP-V
18"
30" RCP-V
RCP-V
30"FLOWABLE FILL48" RC P-V48" RCP-V48" RCP-V48" RCP-VREMOVE
SEE DETAIL 9
BASE DITCH
LATERAL 2'
(Variable)
Channel Bed
SEE DETAIL 13
BASE DITCH
LATERAL 2'
JB w/MH
48" RCP-V
SEE DETAIL 42
HEAD BASE DITCH
B
3:120:1D
( Not to Scale)
HEAD BASE DITCH
STA. 54+80 LT
DETAIL 42
B= 4 Ft.
Min. D= 1 Ft.
Ground
Natural
Ground
Natural
Est. 8 CY DDE
Length = 19 LF
(Variable)
Channel Bed
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 7
S S SURFACE WATER
DENOTES IMPACTS IN
SITE 13
S
S
S
TS
S
TS
-L-
-L--2Y--DRIVE2- STA. 11+40.00
END CONSTRUCTION-DRIVE2-11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\16_U5748_prm_wet_psh06.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSNAD
83 / NA 2011
FOR -Y2- PROFILE, SEE SHEET NO. 18
-L-
FOR -L- PROFILE, SEE SHEET NO. 14
PROPOSED SIGNAL
TRAFFIC DIAGRAM
39,800
1,000
1,600
13,800
16,500
10,100
65,800
95,500
2021 ADT
2041 ADT20,000
57,700
-Y2-
-L--L-
FOR -DRIVE2- PROFILE, SEE SHEET NO. 21
FOR -DRIVE4- PROFILE, SEE SHEET NO. 22 GRAPHIC SCALE
0'100'50'50' 16
SEE ENLARGEMENT SHEET 17215220
225230
230230
230
23
0
23
5
235235235235235
235
235
2
4
0
240
2
4
0
240240240240
240240245245
245245
245245
245
245 245245
245245250250 250250250250250250
2
5
0
250250250250 250250250255255
255255
255255255255
255
255255
255
255
260
260
260
260
2
6
0265CF
F CC
F
FCCCCCCC
F
F
F
F
FF
F
F
C
C
C
C
F
C
CC C
C F
FF

U-5748 6
SEE SHEET 5MATCHLINE -L- STA 44+00SEE SHEET 11
MATCHLINE -Y2- STA 31+00
SEE SHEET 7MATCHLINE -L- STA 58+10CHORD
10
11
12
9
13
14
15
23
26
27
23
29
30
31
44
AT-1
AT-1
B-77
B-77
CR
CR45 505510
JB w/MH
48" RCP-IV
LENGTH= 10 LF
EST. 32 SY GEOTEXTILE
CLASS B RIP RAP
EST. 14 TONS,
SEE DETAIL 30
STABILIZATION
PIPE CHANNEL
( Not to Scale)
Geotextile
Elevation
Natural Bed
-L- STA. 54+77 LT
Ground
Natural
Ground
Natural
PIPE CHANNEL STABILIZATION
DETAIL 30
1.25'
Min. depth= 1 Ft.
Type of Liner= CL B Rip-Rap - Keyed-In
3' min.
LENGTH= 40 LF
EST. 130 SY GEOTEXTILE
CLASS I RIP RAP
EST. 93 TONS,
SEE DETAIL 39
STABILIZATION
PIPE CHANNEL
LENGTH= 21 LF
EST. 47 SY GEOTEXTILE
CLASS I RIP RAP
EST. 33 TONS,
SEE DETAIL 39
STABILIZATION
PIPE CHANNEL
( Not to Scale)
Geotextile
Elevation
Natural Bed
-DRIVE3- STA. 12+21 RT
-L- STA. 53+37 RT
Ground
Natural
Ground
Natural
PIPE CHANNEL STABILIZATION
DETAIL 39
1.5'
Min. depth= 1.5 Ft.
Type of Liner= CL I Rip-Rap - Keyed-In
6' min.
Submitted 11/5/2021
INV=233.71'
INV=246
.54
'30" RCPINV=251.63
'
INV=243
.09
'TOP=256
.59
'
TOP=249
.98
'MON
MON
MON
MON
MON MON
EIP
48"WW 1SBW
RISER
TOP=249
.73
'
WOODS
RIP RAP
RI
P RAP
BL-105
EXISTING R/W18" CMPINV=244
.55
'
INV=245
.09
'BOTTOM BOX=244
.54
'
8" DIP
48
" CH
L
TOP=248
.66
'
TOP=240
.16
'
INV=232
.48
'
INV=232
.60
'
INV=242
.20
'
INV=242
.00
'
INV=242
.99
'DIP ENCASEMENT PIPEAERIAL CROSSINGEXISTING R/W60" CHL8" DIP
NCDOT
REMOVE
RETAINCB
CB
ENDWALL
30" RCP-V
DRAIN
GRADE TO
LUG CONNECTORSELBOWS, ROD & 15" CSPTB JB w/MH
15" RCP-V
15" RCP-V
16 LF
REMOVE
ELB
ELB
JB w/MH
48" RC P-V48" RCP-VS
S
S
TS
S
TS
SHEET OF 27
PERMIT DRAWING
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\17_U5748_prm_wet_Site 7.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS(919) 854-6200 - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the
NAD
83 / NA 2011
-L- SITE 7
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
17
SITE 13
S S SURFACE WATER
DENOTES IMPACTS IN
GRAPHIC SCALE
0'20'40'20'

U-5748
JB w/MH
48" RCP-IV
LENGTH= 40 LF
EST. 130 SY GEOTEXTILE
CLASS I RIP RAP
EST. 93 TONS,
SEE DETAIL 39
STABILIZATION
PIPE CHANNEL
LENGTH= 21 LF
EST. 47 SY GEOTEXTILE
CLASS I RIP RAP
EST. 33 TONS,
SEE DETAIL 39
STABILIZATION
PIPE CHANNEL
Submitted 11/5/2021
(PRIVATE STREET EASEMENT)
TRESCO CROSSING
MON
MON
30" RCP
TOP=264.19'15" RCP24" RCP24" RCP15" RCP
24" RCP 15" RCP15" RCP15" RCP
TOP=305.67'TOP=306.69'
INV=244.39'
INV=244.52'INV=250.75'INV=250.81'INV=252.08'
INV=255.12'
INV=255.99'INV=256.06'INV=257.26'
INV=257.34'
INV=259.14'
INV=259.20'
INV=263.34'IN
V=263.47'INV=281.09'INV=281.16'
INV=292.32'I NV=292.36'INV=292.85'
INV=292.96'8" DI P8" DIP
8" DIP8" DIP8" DIP8" DIP8" DIP
TOP=307.63'
TOP=302.38'
TOP=289.14'TOP=269.78'
TOP=266.82'
TOP=265.06'
TOP=262.69'
TOP=263.99'
TOP=264.78'
TOP=262.77'
TOP=254.14'
TOP=263.18'
8" DIP INV=252.15'
INV=251.32'
48" RCP
DI
DI
DI
DIINV=253.57'8" DIPINV=253.40'INV=254.89'48" RCP
INV=244.61'
TOP=257.05'36" RCP
PLANS)
(PER
JB
INV=264.71'
WW/HW
CONC
36" RCP
TOP=266.43'
CL INV=247.28'
48" RCP
CL INV=245.35'
DI
DI TOP=264.62'DI
WW/HW
CONC
PLANS)
(PER
JB48" RCP
DIEIPEIPEIPEIPMONMON
MON
MON
EIP EIP EIP EIP EIP
MONMO N
MON
S
S
48" CHLLT
S
48" WW 1SBW
48" WW 1SBW
48" WW 1SBWBSTCONCONWD
S
S
SOIL
BST
BST1SFD
1SFD15" RCP15" RCP60" CON60" CON3
2
"VC&G3
2
"VC&G48" WW 1SBW
48" WW 1SBW
48" WW 1SBW
48" WW 1SBW60" WDNOISE WALL
CONC
48" WD
48" IRON
12"BLKWALL
30"C&GCONSTEEL CASING
WOODS
WOODS
WOODS
2SFD
MTL
8" DIP
BL-106
BL-107VENTURA CIR 23' BSTUS 401 SB/LOUISBURG RD 36' BST
CONC SOUND WALL VAR 13' - 15'
CONC BARRIER WALL
CONC SOUND WALL VAR 13' - 15'
CONC SOUND WALL VAR 13' - 15'
CONC BARRIER WALL
GRASSGRASS
WOODS COR SEWER EASEMENT
EIP
A
XL
E
HW/WW
CONC
HHHHT
W
C
HH
HH
HH
MTR
LS
LS
HH
HHHHHH 16" DI
24 FO
24 FO
24 FO
2
4 FOEOI S
ROCK COLUMN 8"DIPJOHN GUERRIERO
BM 2012 1053
DRAINAGE EASEMENT
EXISTING PRIVATE
DANIEL & JULIE KENNEDY
BENJAMIN & ELIDA ESTEVES
ASSN. INC.
BRIGHTON COMMUNITY
HOLNESS
VELEAN
VICK TA
ESTEVES
LIS
ISAAC &
WALTON
PAMELA
SMALLWOOD
WILLIAM
VASQUEZ
KELVIN
TALIAFERRO
JOCELYN
BOIS
JANNIE
LLC
BORROWER,
AMH 2014-2
SABILLON
OMARY
ROSARIO &
IVAN DEL
INVESTMENTS, INC.
ROGER HONBARRIER
GROUP LLC
VBBSS
HIGHLAND CREEK ASSN, INC.
THE TOWNHOMES AT
SIZE OR MATERIAL.
TO DETERMINE
GAS COMPANY
NO RECORDS FROM
36' BST
US 401 NB/LOUISBURG RD
SEWER EASEMENTCITY OF RALEIGH20' SHADY AL-AWAR
;
;
;
72" RCP
72" RCP
15" RCP
15" RCP15" RCP8" DIP
I
NV=
2
4
0
.9
5'
I
NV=
2
3
9.9
7'
I
NV=
2
4
0.15'
I
NV=
2
3
9
.14'DI
T
OP
=
2
5
2.3
8'
CI CI
60.00'
(NO BREAK IN FENCE)
RIDOUT
JAMES & TERECA
WOODS
HEIDI MORAVCIK
DONALD &
ACEVEDO
ALEXANDRA
APARTMENTS LLC
SYCAMORE GROVE
VUNDA MADIAMBA
NZINGA SUKIDI &
GLORIA SINGLETONHW/WWC
ONCR/WE
XI
S
TI
NG3
6' BS
TLOWELL RI
DGE RDR/WEXI
S
TI
NGHW/WWC
O
NC
ASSOCIATION. INC.
BRIGHTON COMMUNITY
HIGHLAND CREEK ASSN, INC.
THE TOWNHOMES AT DB 14066, PG 959COR SEWER EASEMENT8" DIPTO DRAIN
GRADE
2GI-D
REMOVE
REMOVE
R
ET
AI
NRETAIN
REMOVE
REMOVE
REMOVE REMOVEREMOVE
REMOVE
REMOVE
REMOVEFILLFLOWABLEFILLFLOWABLEREMOVE
REMOVE
3GI
CB
CB
2GI-D
CB
CB
CB
DI
CB
2GI
CB
2GI
CB
CB CB
2GI
CB
CB
CB
SEE DETAIL 6
V-DITCH
SPECIAL LATERAL
CB
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM -DRIVE1- STA. 11+50 RT TO -DRIVE1- STA. 11+75 RT
Min. D= 1 Ft.
DETAIL 6
Ground
Natural 4:1
Slope
Fill
CB
24" RCP-V
24" RCP-V
30" RCP-V 24" RCP-VSlab Lid
JB w/
18" RCP-IV
DRAIN
TO
GRADE
TO DRAIN
GRADE
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'DDDitch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
-L- STA. 70+54
-L- STA. 65+46
-L- STA. 61+46
-L- STA. 59+11
DETAIL 11
C Proposed Ditch
FS
FS
FSRETAIN
15" RCP-V RCP-V 15" 15" RCP-V 15" RCP-V 18" RCP-V 18" RCP-V
18" RCP-V
15" RCP-V
18" RCP-V
15" RCP-V
18" RCP-V
15" RCP-V
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d
3:1FROM -DRIVE1- STA. 11+50 LT TO -DRIVE1- STA. 11+75 LT
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
Slope
Fill
Ground
Natural
Geotextile
4:1
DETAIL 14
Type of Liner= Class B Rip-Rap
RCP-V
18"
RCP-V 15"RCP-V 15"SEE DETAIL 14
EST. 30 SY GEOTEXTILE
CLASS B RIP-RAP
EST. 20 TONS
SPECIAL LATERAL V-DITCH
2GI
HW
REMOVE15" RCP-V
RETAIN
RETAIN
RETAIN RETAIN
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 21
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
-L- STA. 63+05 LT
-L- STA. 61+54 LT
C Proposed Ditch
48" RCP-V
RCP-V24"FS 2GI-A
RCP-V24"
CB
48" RCP-V
48" RCP-V
SEE DETAIL 16
LATERAL 4' BASE DITCH
SEE DETAIL 28
BASE DITCH
LATERAL 2'
HW
LENGTH= 30 LF
TO ELEV= 257.0'
EST. 118 SY GEOTEXTILE
EST. 84 TONS CLASS I RIP RAP
SEE DETAIL 29
PIPE BANK STABILIZATION
RCP-V15"
LATERAL 'V' DITCH
( Not to Scale)
D
3:13:1
b
1"/Ft.
FROM -L- STA. 60+50 LT TO -L- STA. 61+50 LT
b= 12 Ft.
Min. D= 1 Ft.
DETAIL 38
Ground
Natural
Slope
Fill
( Not to Scale)
6:14:1D
b
LATERAL 'V' DITCH
0.020 ft/ft
FROM -L- STA. 69+00 LT TO -L- STA. 69+50 LT
DETAIL 34
Ground
Natural
b= 10 Ft.
Min. D= 1 Ft.Wall
Noise
Prop.
38
SEE DETAIL
V-DITCH
LATERAL
FS
2GI-A
FS2GI-A
48" RCP-V48" RCP-V48" RCP-VRCP-V48"
RCP-V
15"
RCP-V
15"
15" RCP-V
RCP-V
48"JB w/MH
RCP-V 15"DETAIL 34
SEE
V-DITCH
LATERAL
CB
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 61+50 LT TO -L- STA. 63+00 LT
DETAIL 28
b= 12 Ft.
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 63+00 LT TO -L- STA. 64+80 LT
DETAIL 16
b= 12 Ft.
B= 4 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -DRIVE3- STA. 11+81 LT TO STA. 11+88 LT
DETAIL 40
Grade
Ditch 1'
GEOTEXTILE
Geotextile= 6 sy
Type of Liner= 3 TONS,CL B Rip-Rap
5'min.
1.0'min.
SEE DETAIL 40
RIP RAP AT EMBANKMENT
( Not to Scale)
GEOTEXTILE
1.0'min.Ground
Natural
PIPE BANK STABILIZATION
1.5'
-L STA. 64+75 LT
(Variable)
CHANNEL BED
d
d= Varies (See label)
DETAIL 29
3'min.
Type of Liner= Class I Rip Rap
1.25'
STREAM BED ELEVATION
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 8
SITE 9
V10 = 0.5 fps
Q10 = 1.24 cfs
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND
DENOTES FILL INFF
TS
TS
S
TS
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
F
-L-
-L-
-DRIVE3- STA. 11+80.00
END CONSTRUCTION
-DRI
VE3-
SHEET OF 27
PERMIT DRAWING
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\18_U5748_prm_wet_psh07.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSNAD 83 / NA 2011FOR -L- PROFILE, SEE SHEET NO. 15
FOR -DRIVE1- PROFILE, SEE SHEET NO. 20
FOR -DRIVE3- PROFILE, SEE SHEET NO. 21
GRAPHIC SCALE
0'100'50'50'
18
SEE ENLARGEMENT SHEET 20
SEE ENLARGEMENT SHEET 20
FC
C
C
C
F
F C
F
F
C
C
C
F
F
C
F F

U-5748 7
SEE SHEET 6MATCHLINE -L- STA 58+10 SEE SHEET 8MATCHLINE -L- STA 72+0015
16
17
18
18
20
20
32
30
31
CAT-1
CR
CR
B-77
AT-1 606570Submitted 11/5/2021
SHEET OF 27
PERMIT DRAWING
(PRIVATE STREET EASEMENT)
TRESCO CROSSING
MON
MON
30" RCP
TOP=264.19'15" RCP24" RCP24" RCP15" RCP
24" RCP 15" RCP15" RCP15" RCP
TOP=305.67'TOP=306.69'
INV=244.39'
INV=244.52'INV=250.75'INV=250.81'INV=252.08'
INV=255.12'
INV=255.99'INV=256.06'INV=257.26'
INV=257.34'
INV=259.14'
INV=259.20'
INV=263.34'IN
V=263.47'INV=281.09'INV=281.16'
INV=292.32'I NV=292.36'INV=292.85'
INV=292.96'8" DI P8" DIP
8" DIP8" DIP8" DIP8" DIP8" DIP
TOP=307.63'
TOP=302.38'
TOP=289.14'TOP=269.78'
TOP=266.82'
TOP=265.06'
TOP=262.69'
TOP=263.99'
TOP=264.78'
TOP=262.77'
TOP=254.14'
TOP=263.18'
8" DIP INV=252.15'
INV=251.32'
48" RCP
DI
DI
DI
DIINV=253.57'8" DIPINV=253.40'INV=254.89'48" RCP
INV=244.61'
TOP=257.05'36" RCP
PLANS)
(PER
JB
INV=264.71'
WW/HW
CONC
36" RCP
TOP=266.43'
CL INV=247.28'
48" RCP
CL INV=245.35'
DI
DI TOP=264.62'DI
WW/HW
CONC
PLANS)
(PER
JB48" RCP
DIEIPEIPEIPEIPMONMON
MON
MON
EIP EIP EIP EIP EIP
MONMO N
MON
S
S
48" CHLLT
S
48" WW 1SBW
48" WW 1SBW
48" WW 1SBWBSTCONCONWD
S
S
SOIL
BST
BST1SFD
1SFD15" RCP15" RCP60" CON60" CON3
2
"VC&G3
2
"VC&G48" WW 1SBW
48" WW 1SBW
48" WW 1SBW
48" WW 1SBW60" WDNOISE WALL
CONC
48" WD
48" IRON
12"BLKWALL
30"C&GCONSTEEL CASING
WOODS
WOODS
WOODS
2SFD
MTL
8" DIP
BL-106
BL-107VENTURA CIR 23' BSTUS 401 SB/LOUISBURG RD 36' BST
CONC SOUND WALL VAR 13' - 15'
CONC BARRIER WALL
CONC SOUND WALL VAR 13' - 15'
CONC SOUND WALL VAR 13' - 15'
CONC BARRIER WALL
GRASSGRASS
WOODS COR SEWER EASEMENT
EIP
A
XL
E
HW/WW
CONC
HHHHT
W
C
HH
HH
HH
MTR
LS
LS
HH
HHHHHH 16" DI
24 FO
24 FO
24 FO
2
4 FOEOI S
ROCK COLUMN 8"DIPJOHN GUERRIERO
BM 2012 1053
DRAINAGE EASEMENT
EXISTING PRIVATE
DANIEL & JULIE KENNEDY
BENJAMIN & ELIDA ESTEVES
ASSN. INC.
BRIGHTON COMMUNITY
HOLNESS
VELEAN
VICK TA
ESTEVES
LIS
ISAAC &
WALTON
PAMELA
SMALLWOOD
WILLIAM
VASQUEZ
KELVIN
TALIAFERRO
JOCELYN
BOIS
JANNIE
LLC
BORROWER,
AMH 2014-2
SABILLON
OMARY
ROSARIO &
IVAN DEL
INVESTMENTS, INC.
ROGER HONBARRIER
GROUP LLC
VBBSS
HIGHLAND CREEK ASSN, INC.
THE TOWNHOMES AT
SIZE OR MATERIAL.
TO DETERMINE
GAS COMPANY
NO RECORDS FROM
36' BST
US 401 NB/LOUISBURG RD
SEWER EASEMENTCITY OF RALEIGH20' SHADY AL-AWAR
;
;
;
72" RCP
72" RCP
15" RCP
15" RCP15" RCP8" DIP
I
NV=
2
4
0
.9
5'
I
NV=
2
3
9.9
7'
I
NV=
2
4
0.15'
I
NV=
2
3
9
.14'DI
T
OP
=
2
5
2.3
8'
CI CI
60.00'
(NO BREAK IN FENCE)
RIDOUT
JAMES & TERECA
WOODS
HEIDI MORAVCIK
DONALD &
ACEVEDO
ALEXANDRA
APARTMENTS LLC
SYCAMORE GROVE
VUNDA MADIAMBA
NZINGA SUKIDI &
GLORIA SINGLETONHW/WWC
ONCR/WE
XI
S
TI
NG3
6' BS
TLOWELL RI
DGE RDR/WEXI
S
TI
NGHW/WWC
O
NC
ASSOCIATION. INC.
BRIGHTON COMMUNITY
HIGHLAND CREEK ASSN, INC.
THE TOWNHOMES AT DB 14066, PG 959COR SEWER EASEMENT8" DIPTO DRAIN
GRADE
2GI-D
REMOVE
REMOVE
R
ET
AI
NRETAIN
REMOVE
REMOVE
REMOVE REMOVEREMOVE
REMOVE
REMOVE
REMOVEFILLFLOWABLEFILLFLOWABLEREMOVE
REMOVE
3GI
CB
CB
2GI-D
CB
CB
CB
DI
CB
2GI
CB
2GI
CB
CB CB
2GI
CB
CB
CB
SEE DETAIL 6
V-DITCH
SPECIAL LATERAL
CB
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM -DRIVE1- STA. 11+50 RT TO -DRIVE1- STA. 11+75 RT
Min. D= 1 Ft.
DETAIL 6
Ground
Natural 4:1
Slope
Fill
CB
24" RCP-V
24" RCP-V
30" RCP-V 24" RCP-VSlab Lid
JB w/
18" RCP-IV
DRAIN
TO
GRADE
TO DRAIN
GRADE
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'DDDitch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
-L- STA. 70+54
-L- STA. 65+46
-L- STA. 61+46
-L- STA. 59+11
DETAIL 11
C Proposed Ditch
FS
FS
FSRETAIN
15" RCP-V RCP-V 15" 15" RCP-V 15" RCP-V 18" RCP-V 18" RCP-V
18" RCP-V
15" RCP-V
18" RCP-V
15" RCP-V
18" RCP-V
15" RCP-V
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d
3:1FROM -DRIVE1- STA. 11+50 LT TO -DRIVE1- STA. 11+75 LT
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
Slope
Fill
Ground
Natural
Geotextile
4:1
DETAIL 14
Type of Liner= Class B Rip-Rap
RCP-V
18"
RCP-V 15"RCP-V 15"SEE DETAIL 14
EST. 30 SY GEOTEXTILE
CLASS B RIP-RAP
EST. 20 TONS
SPECIAL LATERAL V-DITCH
2GI
HW
REMOVE15" RCP-V
RETAIN
RETAIN
RETAIN RETAIN
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 21
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
-L- STA. 63+05 LT
-L- STA. 61+54 LT
C Proposed Ditch
48" RCP-V
RCP-V24"FS 2GI-A
RCP-V24"
CB
48" RCP-V
48" RCP-V
SEE DETAIL 16
LATERAL 4' BASE DITCH
SEE DETAIL 28
BASE DITCH
LATERAL 2'
HW
LENGTH= 30 LF
TO ELEV= 257.0'
EST. 118 SY GEOTEXTILE
EST. 84 TONS CLASS I RIP RAP
SEE DETAIL 29
PIPE BANK STABILIZATION
RCP-V15"
LATERAL 'V' DITCH
( Not to Scale)
D
3:13:1
b
1"/Ft.
FROM -L- STA. 60+50 LT TO -L- STA. 61+50 LT
b= 12 Ft.
Min. D= 1 Ft.
DETAIL 38
Ground
Natural
Slope
Fill
( Not to Scale)
6:14:1D
b
LATERAL 'V' DITCH
0.020 ft/ft
FROM -L- STA. 69+00 LT TO -L- STA. 69+50 LT
DETAIL 34
Ground
Natural
b= 10 Ft.
Min. D= 1 Ft.Wall
Noise
Prop.
38
SEE DETAIL
V-DITCH
LATERAL
FS
2GI-A
FS2GI-A
48" RCP-V48" RCP-V48" RCP-VRCP-V48"
RCP-V
15"
RCP-V
15"
15" RCP-V
RCP-V
48"JB w/MH
RCP-V 15"DETAIL 34
SEE
V-DITCH
LATERAL
CB
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 61+50 LT TO -L- STA. 63+00 LT
DETAIL 28
b= 12 Ft.
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 63+00 LT TO -L- STA. 64+80 LT
DETAIL 16
b= 12 Ft.
B= 4 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -DRIVE3- STA. 11+81 LT TO STA. 11+88 LT
DETAIL 40
Grade
Ditch 1'
GEOTEXTILE
Geotextile= 6 sy
Type of Liner= 3 TONS,CL B Rip-Rap
5'min.
1.0'min.
SEE DETAIL 40
RIP RAP AT EMBANKMENT
( Not to Scale)
GEOTEXTILE
1.0'min.Ground
Natural
PIPE BANK STABILIZATION
1.5'
-L STA. 64+75 LT
(Variable)
CHANNEL BED
d
d= Varies (See label)
DETAIL 29
3'min.
Type of Liner= Class I Rip Rap
1.25'
STREAM BED ELEVATION
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 8
SITE 9
V10 = 0.5 fps
Q10 = 1.24 cfs
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND
DENOTES FILL INFF
TS
TS
S
TS
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
F
-L-
-L-
-DRIVE3- STA. 11+80.00
END CONSTRUCTION
-DRI
VE3-11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\19_U5748_prm_wet_psh07.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSNAD 83 / NA 2011FOR -L- PROFILE, SEE SHEET NO. 15
FOR -DRIVE1- PROFILE, SEE SHEET NO. 20
FOR -DRIVE3- PROFILE, SEE SHEET NO. 21
GRAPHIC SCALE
0'100'50'50'
19
SEE ENLARGEMENT SHEET 20
SEE ENLARGEMENT SHEET 20
240
24
0 24524
5
2
45
2
45 24524
5
2
5
0
25
0
250255
255255255
26
0
260 26026
0
265265265265265
265265265
265
265270270270
270
270270
270 2702
70
2752
7
5
275
27
5
280280280 2802852852852852902
9
0
290295295 300300305
30
5
31
0
310315
FC
C
C
C
F
F C
F
F
C
C
C
F
F
C
F F

U-5748 7
SEE SHEET 6MATCHLINE -L- STA 58+10 SEE SHEET 8MATCHLINE -L- STA 72+0015
16
17
18
18
20
20
32
30
31
CAT-1
CR
CR
B-77
AT-1 606570Submitted 11/5/2021
SHEET OF 27
PERMIT DRAWING
TOP=264.19'48" RCP
WW/HW
CONC
MON
MON
48" WW 1SBW
NOISE WALL
WOODS
CONC SOUND WALL VAR 13' - 15'SEWER EASEMENTCITY OF RALEIGH20' HW/WWC
ONCR/WE
XI
S
TI
NGASSOCIATION. INC.
BRIGHTON COMMUNITY
REMOVE
RCP-V 15"
S
TS
F
8" DIP
INV=251.32'
48" RCP
MON
STEEL CASING
WOODS
HW/WW
CONC
CH
HDB 14066, PG 959COR SEWER EASEMENTCB
Slab Lid
JB w/ 15" RCP-V HW
REMOVE
HW
LENGTH= 30 LF
TO ELEV= 257.0'
EST. 118 SY GEOTEXTILE
EST. 84 TONS CLASS I RIP RAP
SEE DETAIL 29PIPE BANK STABILIZATION
RCP-V48"
RCP-V
15"
TS
TS
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\20_U5748_prm_wet_Site 8-9.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS(919) 854-6200 - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the NAD 83 / NA 2011 TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
SITE 8
S S SURFACE WATER
DENOTES IMPACTS IN
20 GRAPHIC SCALE
0'10'20'10'
SEE DETAIL 40
EMBANKMENT
RIP RAP AT
SITE 9
15" RCP-V
48" RCP-V
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
F

U-5748

32
B-77
TIE TO WALL
END FENCE
Submitted 11/5/2021
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
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\21_U5748_Rdy_xpl_DRIVE3.dgnmeme.buscemiPROJ. REFERENCE NO.SHEET NO.0
6/23/16260 260
250 250
U-5748
-DRIVE3-
5 10
11+83.00
SITE 8
240 240
21
F FF
WETLAND
DENOTES FILL INFF
SHEET OF 27
PERMIT DRAWING
Submitted 11/5/2021
ALBERT & JOY ROWLANDRUI
N2SFDWGR48" CHLWE=227.0'PONDWOODS
FEEDERBIRDBY4-125
BY4-124
BY4-123
BY4-122
BY4-121
WELL LOT
AQUA NC, INC
VAUGHN TRUST
WOODS
NCDOT NCDOTNCDOT
NCDOT
LATERAL BASE DITCHDETAIL 9SPECIAL LATERAL 'V' DITCHFROM -Y2- STA. 31+00 RT TO -Y2- STA. 33+00 RTMin. D= 1 Ft.DETAIL 10SlopeFillSEE DETAIL 10SPECIAL LATERAL V-DITCHFS
FS
2GI-D
2GI
HW
DI
DI
DI
DI
SEE DETAIL 20
EST. 145 SY GEOTEXTILE
EST. 65 TONS CLASS B RIP RAP
W/ HINGE & RIP RAP
SPECIAL LATERAL V-DITCH
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 21
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
-Y2- STA. 23+54 LT
C Proposed Ditch L
S etc.
GI
10:1 20
:1
( Not to Scale)
FALSE SUMP
2.0'
-Y2- STA. 23+54 RT
DETAIL 22
Traffic Flow
Outside Ditch 1.0' Max0.5' Min.S=Ditch Slope C Proposed Ditch
72" RCP-VELB
ELB
4:14:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
-Y2- STA. 25+50 RT
DETAIL 23
Std. No. 876.01
When B is > 6.0'-
Type of Liner= Class I Rip-Rap
B= 10 Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Ground
Natural
Ground
Natural
GeotextileELBELBELBELB DI
CONNECTORS
ELBOWS, ROD & LUG
15" CSP
SEE DETAIL 23
EST. 2460 CY DDE
EST. 1600 SY GEOTEXTILE
EST. 950 TONS CLASS I RIP RAP
STANDARD 10' BASE DITCH 15" RCP-V
RCP-V 15"
EST. 7 SY GEOTEXTILE
CLASS B RIP RAP
EST. 2 TONS
15" RCP-V
15" RCP-V
DITCH
EXTEND TO PROPOSED
KEY IN RIP RAP
EST. 15 SY GEOTEXTILE
EST. 7 TONS CLASS B RIP RAP
( Not to Scale)
SPECIAL LATERAL 'V' DITCH w/HINGE
D
d 4:1FROM -Y2- STA. 25+00 LT TO -Y2- STA. 26+00 LT
DETAIL 20
Max. d= 1.5 Ft.
Min. D= 1 Ft.
Type of Liner= Class B Rip-Rap
Slope
Fill
Flatter6:1 or
Ground
Natural
Geotextile
w= 6 Ft.
w
2:1 MA
X
V
A
RI
A
BL
E
4:14:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
-Y2- STA. 25+50 RT
DETAIL 23
Std. No. 876.01
When B is > 6.0'-
Type of Liner= Class I Rip-Rap
B= 10 Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Ground
Natural
Ground
Natural
Geotextile
LENGTH= 20 LF
TO ELEV.=235'
EST. 310 SY GEOTEXTILE
EST. 180 TONS CLASS I RIP RAP
SEE DETAIL 29
PIPE BANK STABILIZATION
CONNECTORS
ELBOWS, ROD & LUG
15" CSP
( Not to Scale)
GEOTEXTILE
1.0'min.
Ground
Natural
PIPE BANK STABILIZATION
1.25'
-Y2- STA. 24+91 LT
(Variable)
CHANNEL BED
d
d= Varies (See label)
DETAIL 29
3'min.
Type of Liner= Class I Rip Rap
1.25'
STREAM BED ELEVATION
STANDARD BASE DITCH
DETAIL 23
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 10
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND
DENOTES FILL INFF
F
F
F
F
BARRY & GALE BLINSONVALVE6" DIPINV=217.72'12" HDPEINV=228.26'INV=227.12'2SFDGR/WE
XISTIN
G
SEE DETAIL 23
EST. 2460 CY DDE
EST. 1600 SY GEOTEXTILE
EST. 950 TONS CLASS I RIP RAP
STANDARD 10' BASE DITCH
EST. 90 SY GEOTEXTILE
EST. 50 TONS CLASS I RIP RAP
TIE IN BEFORE PROPERTY LINE.
30 LF. RIP RAP TRANSITION.
BASE WIDTH OVER A LENGTH OF
BASE WIDTH TO EXISTING CHANNEL
PROPOSED DITCH
GRADUALLY TRANSITION FROM
FILL
FLOWABLE
Channel Bottom
Note: Top of Rip-Rap at
4:14:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
-Y2- STA. 25+50 RT
DETAIL 23
Std. No. 876.01
When B is > 6.0'-
Type of Liner= Class I Rip-Rap
B= 10 Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Ground
Natural
Ground
Natural
Geotextile
SITE 11
SHEET OF 27
PERMIT DRAWING
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\22_U5748_prm_wet_psh11.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSN
A
D 83 / N
A 20
1
1
FOR -Y2- PROFILE, SEE SHEET NO. 18 GRAPHIC SCALE
0'100'50'50'
22
SEE ENLARGEMENT SHEET 24
SEE ENLARGEMENT SHEET 24
C
F
C
F
F
C
C
F
C
C
CCC
C

U-5748 11
SEE SHEET 10MATCHLINE -Y2- STA 23+00SEE SHEET 6MATCHLINE -Y2- STA 31+00SEE INSET (THIS SHEET)
MATCHLINE SEE BELOW
39
41
41
44
41
4444
GREU 350, TL-3
CAT-1
GREU
3
5
0
, TL
-3
CAT-1 2530DRAIN POND PIPE CHANNEL STABILIZATIONDETAIL 30REMOVE
Submitted 11/5/2021
21
5
215220 2
2
0220225 225230230230235235235240240250ALBERT & JOY ROWLANDRUI
N2SFDWGR48" CHLWE=227.0'PONDWOODS
FEEDERBIRDBY4-125
BY4-124
BY4-123
BY4-122
BY4-121
WELL LOT
AQUA NC, INC
VAUGHN TRUST
WOODS
NCDOT NCDOTNCDOT
NCDOT
LATERAL BASE DITCHDETAIL 9SPECIAL LATERAL 'V' DITCHFROM -Y2- STA. 31+00 RT TO -Y2- STA. 33+00 RTMin. D= 1 Ft.DETAIL 10SlopeFillSEE DETAIL 10SPECIAL LATERAL V-DITCHFS
FS
2GI-D
2GI
HW
DI
DI
DI
DI
SEE DETAIL 20
EST. 145 SY GEOTEXTILE
EST. 65 TONS CLASS B RIP RAP
W/ HINGE & RIP RAP
SPECIAL LATERAL V-DITCH
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 21
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
-Y2- STA. 23+54 LT
C Proposed Ditch L
S etc.
GI
10:1 20
:1
( Not to Scale)
FALSE SUMP
2.0'
-Y2- STA. 23+54 RT
DETAIL 22
Traffic Flow
Outside Ditch 1.0' Max0.5' Min.S=Ditch Slope C Proposed Ditch
72" RCP-VELB
ELB
4:14:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
-Y2- STA. 25+50 RT
DETAIL 23
Std. No. 876.01
When B is > 6.0'-
Type of Liner= Class I Rip-Rap
B= 10 Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Ground
Natural
Ground
Natural
GeotextileELBELBELBELB DI
CONNECTORS
ELBOWS, ROD & LUG
15" CSP
SEE DETAIL 23
EST. 2460 CY DDE
EST. 1600 SY GEOTEXTILE
EST. 950 TONS CLASS I RIP RAP
STANDARD 10' BASE DITCH 15" RCP-V
RCP-V 15"
EST. 7 SY GEOTEXTILE
CLASS B RIP RAP
EST. 2 TONS
15" RCP-V
15" RCP-V
DITCH
EXTEND TO PROPOSED
KEY IN RIP RAP
EST. 15 SY GEOTEXTILE
EST. 7 TONS CLASS B RIP RAP
( Not to Scale)
SPECIAL LATERAL 'V' DITCH w/HINGE
D
d 4:1FROM -Y2- STA. 25+00 LT TO -Y2- STA. 26+00 LT
DETAIL 20
Max. d= 1.5 Ft.
Min. D= 1 Ft.
Type of Liner= Class B Rip-Rap
Slope
Fill
Flatter6:1 or
Ground
Natural
Geotextile
w= 6 Ft.
w
2:1 MA
X
V
A
RI
A
BL
E
4:14:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
-Y2- STA. 25+50 RT
DETAIL 23
Std. No. 876.01
When B is > 6.0'-
Type of Liner= Class I Rip-Rap
B= 10 Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Ground
Natural
Ground
Natural
Geotextile
LENGTH= 20 LF
TO ELEV.=235'
EST. 310 SY GEOTEXTILE
EST. 180 TONS CLASS I RIP RAP
SEE DETAIL 29
PIPE BANK STABILIZATION
CONNECTORS
ELBOWS, ROD & LUG
15" CSP
( Not to Scale)
GEOTEXTILE
1.0'min.
Ground
Natural
PIPE BANK STABILIZATION
1.25'
-Y2- STA. 24+91 LT
(Variable)
CHANNEL BED
d
d= Varies (See label)
DETAIL 29
3'min.
Type of Liner= Class I Rip Rap
1.25'
STREAM BED ELEVATION
STANDARD BASE DITCH
DETAIL 23
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 10
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND
DENOTES FILL INFF
F
F
F
F
BARRY & GALE BLINSONVALVE6" DIPINV=217.72'12" HDPEINV=228.26'INV=227.12'2SFDGR/WE
XISTIN
G
SEE DETAIL 23
EST. 2460 CY DDE
EST. 1600 SY GEOTEXTILE
EST. 950 TONS CLASS I RIP RAP
STANDARD 10' BASE DITCH
EST. 90 SY GEOTEXTILE
EST. 50 TONS CLASS I RIP RAP
TIE IN BEFORE PROPERTY LINE.
30 LF. RIP RAP TRANSITION.
BASE WIDTH OVER A LENGTH OF
BASE WIDTH TO EXISTING CHANNEL
PROPOSED DITCH
GRADUALLY TRANSITION FROM
FILL
FLOWABLE
Channel Bottom
Note: Top of Rip-Rap at
4:14:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
-Y2- STA. 25+50 RT
DETAIL 23
Std. No. 876.01
When B is > 6.0'-
Type of Liner= Class I Rip-Rap
B= 10 Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Ground
Natural
Ground
Natural
Geotextile
SITE 11
SHEET OF 27
PERMIT DRAWING
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\23_U5748_prm_wet_psh11.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSN
A
D 83 / N
A 20
1
1
FOR -Y2- PROFILE, SEE SHEET NO. 18 GRAPHIC SCALE
0'100'50'50'
23
SEE ENLARGEMENT SHEET 24
SEE ENLARGEMENT SHEET 24
2252
2
5
230
23023023
0
2
3
0
2302
3
0
2352352352352352402
4
0
240 2402
4
5
24
5
245 24525
0
250250255
2
5
5 255260260 260260
265
C
F
C
F
F
C
C
F
C
C
CCC
C

U-5748 11
SEE SHEET 10MATCHLINE -Y2- STA 23+00SEE SHEET 6MATCHLINE -Y2- STA 31+00SEE INSET (THIS SHEET)
MATCHLINE SEE BELOW
39
41
41
44
41
4444
12'5'12'12'12'5'42' INC.
GREU 350, TL-3
CAT-1
GREU
3
5
0
, TL
-3
CAT-1
END+3
5
.
0
0TAPE
RBEGI
N TAPER+35.00END TAPER+3
5.
0
0
'002 TAPEREND+35.00TAPERBEGI
N+35.00END TAPER+85.00SP '5
SP '5
SP '5
SP '5
-Y2-12'12'END TAPER+85.00BEGI
N TAPER+85.00150'
500'
'006
R=2'
R=2'+66.5112'10'12'12'9'21'(KEYED IN)
5" MONO. CONC. ISLAND
150'2530DRAIN POND PIPE CHANNEL STABILIZATIONDETAIL 30REMOVE
Submitted 11/5/2021
BY4-123
BY4-122
WOODS
FS
FS
2GI-D
HW
72" RCP-VELB
ELB
ELBELBELBELBF
F
F
F
BARRY & GALE BLINSONROBERT PIPKINVALVE6" DIPINV=217.72'12" HDPEINV=228.26'INV=227.12'WGR2SFDGRCONC15" RCPGWE=227.0'PONDWOODSFILL
FLOWABLE
SHEET OF 27
PERMIT DRAWING
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\24_U5748_prm_wet_Site 10-11.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS(919) 854-6200 - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
WETLAND
DENOTES FILL INFF
SITE 11
GRAPHIC SCALE
0'25'50'25'
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 10
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
24
TS
N
A
D 83 / N
A 2011
N
A
D
83 / N
A 20
1
1
SITE 10
C
F
C
F
F
C
C
F

U-5748
CAT-1
G
R
EU

350
, TL
-3
CAT-1
DRAIN POND
REMOVE
Submitted 11/5/2021
$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROFILE
DIVISION OF HIGHWAYS
NCDOT
SITE - PROFILE VIEW ALONG STRUCTURE
SR 2224 (LIGON MILL RD) TO LELAND DR
US 401 FROM SOUTH OF SR 2044/
PROJECT: 50168.1.1 (U-5748)
WAKE COUNTY
SHEET OF 27
PERMIT DRAWING
225
230
235
240
245
220
0 +100 +200 [phone]
25
-300
@ PROPOSED C
PROPOSED GROUND
L
L
SLOPE = 2.8%
C INV. ELEV.= 226.1'
WSE = 234.7'
PROP. 25-YR
+/- 230.0'
NWSE WSE
PROPOSED STREAM BED 0.062.4:1 (NORMAL)
@ PROPOSED C
EXISTING GROUND
L
2:1 (NORMAL)
WSE = 235.2'
PROP. 100-YR
SITE 10 - PROFILE VIEW ALONG STRUCTURE
SKEW = 87
PROP. G.P. ELEV. = 245.08'
BEVELED HW
72" RCP w/ 1' BURIED
-Y2- STA. 24+96
O
HORIZ. 1"=50'
VERT. 1"=5'
SCALE
Submitted 11/5/2021
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
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\26_U5748_Rdy_xpl_Y2_Sta. 25+00.dgnmeme.buscemiPROJ. REFERENCE NO.SHEET NO.0
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240 240
250 250
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25+00.00
X-43U-5748
-Y2-
5 10
SITE 10
26
WETLAND
DENOTES FILL INFF
F F F
MECHANIZED CLEARING
SHEET OF 27
PERMIT DRAWING
228.53 2:12.36:1
0.060
0.060
Submitted 11/5/2021
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 -L- 21+88 - 23+06 LT Prop. Rdwy Fill / Toe Protection < 0.01 0.08 2 -L- 24+16 - 25+36Bridge Widening Temporary Work Pad 0.08 171 Bridge Widening / Bank Stabilization 0.02 91 3** -L- 27+23 - 27+63 RT Proposed Roadway Fill 0.02 0.01 4 -L- 33+61 - 34+17 LT 2 @ 78" Pipe Trenchless < 0.01 < 0.01 34 14 5 -Y4- 16+39 - 16+71 LT 72" Pipe / Bank Stabilization < 0.01 < 0.01 30 19 6 -L- 37+08 - 40+21 RT 2 @ 78" Pipe Trenchless 0.10 0.03 0.03 < 0.01 241 153 7 -L- 53+19 - 53+70 RT 48" Pipe, 15" Pipe 0.01 < 0.01 110 3 8 -L- 59+73 - 60+10 RT15" Pipe< 0.01 0.02 < 0.01 < 0.01 6 39 9 -L- 64+18 - 65+08 LT48" Pipe < 0.01 97 Bank Stabilization < 0.01 < 0.01 30 26 10 -Y2- 24+69 - 25+98 72" Pipe / Riprap Ditch 0.04 < 0.01 < 0.01 < 0.01 118 16 Existing Pond Draining 1.14 11 -Y2- 25+38 - 25+45 RTRiprap Ditch < 0.01 < 0.01 31 12 12 -L- 41+32 - 42+04 RTToe Protection0.03 0.01 13 -L- 56+97 - 57+47 RT48" Pipe < 0.01 < 0.01 20 29 TOTALS*:0.20 0.17 1.23 0.10 808 482 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 27OF 27** Isolated WetlandBridge Pier Permanent Impact Area = 127 sq. ft. (Eight 4.5 ft. diameter piers) WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSWAKE COUNTYU-574850168.1.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS11/02/2021Submitted 11/5/2021