20210926 Ver 1_U5748_PERMIT DRAWINGS_BUFFER_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
2'-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
8"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+47.78BEGIN C&G
BEG
IN TAPER+50.00BEGIN TAPER+98.75
-DRIVE1- STA. 11+50.00
BEGIN CONSTRUCTION
TAPER RTBEGIN+47.90
+80.00 BEGIN TAPER
BEGIN TAPER+85.00
-3Y-
-2Y-
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
BEG
IN TAPER+10.00
-DRIVE2- STA. 11+40.00
END CONSTRUCTION
TAPEREND+60.10
BEGIN TAPER TIE TO WALLBEGIN FENCE
EXIST R/WEND FENCE
EXIST R/WEND FENCE
TIE TO WALLBEGIN FENCE
+65END FENCE
EXIST R/WEND FENCE
END C&G+80.00 END TAPER
+75FENCEBEGIN
154.07' RT-L- +22.41END FENCE
FLAGPOLESDO NOT DISTURB
TIE TO WALLEND FENCE
+20BEG. FENCE
+60END FENCE -DRIVE3-
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
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 END TAPER+06.76
BEGIN
TAPER+56.76
TAPEREND +32.00
TAPERBEGIN +52.00
TAPERBEGIN +10.64
SHEET OF 9
BUFFER 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_BUF\01_U5748_prm_buf_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 2
SITE 4
SITE 5
SITE 11
SITE 10
SITE 9
SITE 7
SITE 8
SITE 13
SITE 6
1
BUFFER IMPACTS PERMIT
SITE 12
NOVEMBER 2021
DATE:
SUBMITTAL:25% ROADWAY PLANS
JULY 27, 2021NA 2011NAD 83Submitted 11/5/2021
SHEET OF 9
BUFFER DRAWING
INV=197.58'
18" RCPINV=196.27'INV=196.24'
INV=195.74'INV=195.76'18" RCP INV=194.80'INV=194.81'18" RCP INV=194.22'INV=194.19'
18" RCP
18" RCP
INV=193.96'
INV=193.92'
INV=193.57'
INV=193.50'
INV=187.04'
15" RCP 15" RCP 15" RCP 18" RCP15" RCPINV=197.40'
INV=197.94'
INV=196.55'INV=196.49'
18" RCP 18" RCP
INV=195.99'
INV=195.86'
INV=195.41'
INV=188.06'
INV=187.42'
INV=195.52'
TOP=202.31'
TOP=201.22'
TOP=200.73'TOP=200.16'TOP=199.74'TOP=199.68'TOP=199.95'
TOP=199.91'
TOP=199.85'
TOP=199.76'
TOP=199.94'
TOP=201.18'
CB CB CB CB CB
CB
CB
CB CB
INV=195.52'
CB CB
INV=194.36'
INV=185.75'
INV=195.75'
INV=195.64'INV=195.69'15" RCP15" RCPINV=197.82'
INV=197.27'
15" RCP INV=198.07'INV=198.15'INV=197.17'INV=197.11'15" RCP
INV=187.18'
INV=196.41'
INV=196.37'15" CMPINV=194.45'
TOP=201.01'
TOP=201.12'
TOP=201.48'
TOP=202.54'
TOP=202.01'
TOP=202.03'TOP=201.48'
TOP=200.95'
18" CMP
INV=180.12'INV=183.41'
CB
CB
CB
CB
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" RCP
INV=197.57'
15" RCP 18" CMP15" CMPINV=201.79'
SD INV=199.79'
15"INV=196.49'
SOIL
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"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 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'INV=198.97'
TOP=201.43'
INV=198.92'
CB
TOP=200.77'
INV=198.13'
INV=198.23'
CB
INV=197.39'
INV=197.06'
TOP=200.33'
CB
HW
CONC18" CMPEND BENT=194.47'RIVERNEUSEHW/WW
CONC
181.85
INV=
RETAIN
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.)
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SITE 2
-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_BUF\02_U5748_prm_buf_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
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+00EASEMENT10' 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
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
ANABEL AREVALO
MARK & DEBORAH COOKE
CITY OF RALEIGH
CITY OF RALEIGH
HOMEOWNERS ASSN INC.
NEUSE CROSSING BM 1990,
PG 627POSSIBLE GREENWAY EASEMENTEDWIN & BEVERLY BLAND
BM 2002 PG 1505
DB 16347 PG 1954
NEUSE RIVER GREENWAY EASEMENT
BM 2002 PG 1505DB 16347 PG 1954NEUSE RIVER GREENWAY EASEMENT1
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
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 9
BUFFER DRAWING
INV=197.27'INV=197.29'15" RCP
INV=199.56'
INV=198.78'15" RCPINV=198.15'
TOP=202.01'TOP=202.34'
TOP=202.53'TOP=202.03'
CB
CBCB INV=219.86'6
' X 7
' RCBC
PLANS)
(PER
JB
RCP18"DI
TOP=196.05'
PLANS)
(PER
JB
5' X
5' RCBC24" RCPCB
INV=196.05'
TOP=202.08'INV=195.55'
INV=190.86'HW1CUL
1CUL
2
CE1
CUL1
HW1
CUL2
CE1
HW/WW
CONC
HW/WW
CONC15" CMPINV=187.53'
INV=196.79'
TOP=201.00'
UNK
END
15" RCP
CB
TOP=201.68'
INV=198.97'
CB
INV=196.40'
TOP=202.36'
15" RCPINV=196.57'
CB
TOP=203.91'
INV=200.56'
CB
TOP=204.84'15" RCPINV=200.39'
CB
INV=205.09'
TOP=208.47'15" RCPINV=204.62'
CB
TOP=204.31'15" CMPINV=199.06'
190.18'
INV=
INV=215.35'INV=209.08'TOP=219.47'
INV=208.90'
DI 18" RCPTOP=219.21'
INV=201.50'18" RCP18" RCP15" RCP15" HDPEINV=210.48'INV=214.13'
INV=214.61'
TOP=219.62'
IN V=214 .5 2'8 " PVCIN V=20 2.46 'INV=226.56'TOP=233.91'INV=222.32'TOP=230.76'CB24" RCPINV=203.59'I
NV=203.61'TOP=207.55'CBTOP=207.55'INV=207.40'INV= 190.65'
INV=197.57'
15"
R
C
P
INV=201.79'
INV=198.69'TOP=202.46'TOP=202.42'INV=198.01'INV=198.19'15" RCPINV=197.96'24" R
CP24" RCP 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
INV=204.55'
INV=204.33'
WOODS
WOODS
WOODS
WOODS
WOODS
HW/WW
CONC
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
INV=196.38'
CBTOP=201.87'
INV=196.94'
INV=196.97'
INV=197
.13
'INV=197.48'INV=197.80'INV=197.99'TOP=201
.30
'TOP=201.27'DI(2)INV=197.66
'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
SR 222427' BSTMITCHELL MILL RD15"
RCP
HW/WW
CONC
72" CONC
WOODS
WOODS24" RCPCB MONOLITHIC CONC ISLANDWOODS
60" RCPFB B S T
WOODS
WOODS
WOODS48" CHL72" CHL
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
SITE 4
SITE 5
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SITE 12
SITE 6
-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_BUF\03_U5748_prm_buf_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. 3
GRAPHIC SCALE
0'100'50'50'
-Y4- STA. 17+70.00
END CONSTRUCTION
-L-
-SBX-
-SLIP--Y1-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
EASEMENT10' PRIVATE UTILITYPLEASANT
CLARENCE & EUGENIA
SARAH AKUS
MON
MON MON
EIP
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
MON
MON
MON
MON
JENNIFER PARIS
EDWARD PARIS III &
ENID
MITCHE
L
L
DENNIS
&R/WEXISTINGBM 2013, PG 1355
BM 2007, PG 2256
BM 1985, PG 986
SEWER EASEMENTS
CITY OF RALEIGH
EXISTING
105
EXISTING R/W
;
EXISTIN
G R/WHOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
GEORGE MAKATURA
DEVINCENZO
BRUCE & SONDRA
BM 2015 PG 1878-1880MITCHELL MILL ROAD WIDENINGEXISTING PWE, PSE, EUE AND TCE AS ACQUIRED FORCAROLYN PARKER
THOMPSON
CYNTHIA
WESLEY &
MARTINDALE
THOMAS & WENDY
LEE ANN WILLIAMS
DENNIS &
LEE ANN WILLIAMS
DENNIS &
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
EXISTING R/W
LLC
PROPERTY
SFR JV-1
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
SHEET OF 27PERMIT DRAWING
SHEET OF 9
BUFFER 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_BUF\04_U5748_prm_buf_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
4

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 9
BUFFER DRAWING
INV=233.71'
INV=240.83'
INV=246.54
'30" RCPINV=251.63
'INV
=25
1
.73
'
INV=243
.09
'36" RCPTOP=256.59'
TOP=249.98
'DI
INV=225.41'
TOP=229.78'
INV=225.40'30" RCPINV=225.00'
DI
24" RCP
15" RCP
INV=228.60'TOP=232.49'
INV=229.13'15" RCPINV=225.29'INV=226.83'
15" RCP
INV=226.99'
INV=227.44'
INV=232.07'
INV=231.18'INV=231.25'TOP=237.05'
INV=231.26'15" RCPINV=234.25'
TOP=237.39'
INV=239.62'
TOP=242.52'15
" RCPINV=239.22'6"PVCI
NV=228.29'
INV=225.56'
INV=214.61'TOP=219.62'
DI
TOP=231.45'
C
A
R
PO
R
T
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
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"CHLBY4-12524' BSTVENTURA CIR 126
BY4-
30' BST
US 401 NB/LOUISBURG RD
18" CMPINV=244.55
'
INV=245.09
'BOTTOM 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
DIP ENCASEMENT PIPEAERIAL CROSSINGCTC
HHH
H50 PR5
0
PREOIEOI15" RCP
GRWOODS
WOODS
CASINE CT 20'
BST24" RCP60" CHLWOODS
8" DIPFLOWABLE 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
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
SITE 7
SITE 13ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
-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_BUF\05_U5748_prm_buf_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' 5
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+10ALBERT & JOY ROWLAND
MYRA WESTMORELAND
ROOSEVELT WESTMORELAND III &
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
NCDOTEIP
EIP
MON
MON
MON
MON
EIP
EIP
MON
MON
MON
MON
MON
MON
MON
MON
MON MON
EIP
EIP
EIP
NCDOTGARY & MARY MUSSERFLORENCE SEREM
FILIPE GODOI
THEODORE & COLLEEN HESSAH
117
118
119
117
118
119
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
MON
EXISTING R/WMICHAEL 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
;EXISTING R/W;
SUSAN BRANDOLIN
RENATO &
ARIEL MONTEALEGRE
JUNIUS WYNDER JR. &
LORETTA WYNDER
SALES SYSTEMS INC.
SOUTHEASTERN ADVERTISING &
49.84'
RIDOUT
JAMES & TERECA
COMMUNITY ASSN. INC.
BRIGHTON
NCDOT
NCDOT
JIYIN LIU
&
XIANG ZHONG
NCDOT
MARIA RODRIGUEZ
ABENER VELASQUEZ &
NCDOT
CHORD
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 9
BUFFER DRAWING
30" RCP
INV=261.44'
TOP=264.19'15" RCP24" RCP24" RCPINV=257.76'
INV=257.82'
INV=257.52'INV=257.69'
INV=258.69'
15" RCP
INV=277.18'INV=277.26'24" RCP 15" RCP15" RCPINV=300.38'
INV=298.11'INV=298.18'
INV=298.20'INV=298.22'
15" RCP
INV=302.40'
TOP=305.67'
INV=302.63'
INV=303.34'
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=263.25'TOP=282.38'
TOP=302.55'
TOP=303.60'
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
DIINV=261.37'INV=261.59'
TOP=264.62'DI
WW/HW
CONC
PLANS)
(PER
JB48" RCP
DI
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
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"DIPSIZE OR MATERIAL.
TO DETERMINE
GAS COMPANY
NO RECORDS FROM
36' BST
US 401 NB/LOUISBURG RD
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'
I
NV=
2
4
8.8
3'
I
NV=
2
4
7.9
7'
F
E
S
DI I
NV=
2
4
8.2
0'
T
OP
=
2
5
2.3
8'
I
NV=
2
4
8.3
1'
I
NV
=
2
4
8.7
5'TOP=25
1.57'I
NV=24
8.
55'
T
OP
=
2
5
1
.5
5'
CI CI
(NO BREAK IN FENCE)
WOODS
HW/WWC
ONC
3
6' BS
TLOWELL RI
DGE RDHW/WWC
O
NC8" 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
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
SITE 8
SITE 9
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
-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_BUF\06_U5748_prm_buf_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'
6
-DRI
VE3-
-DRIVE3- STA. 11+80.00
END CONSTRUCTION
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+00(PRIVATE STREET EASEMENT)
TRESCO CROSSING
MON
MONEIPEIPEIPEIPMONMON
MON
MON
EIP EIP EIP EIP EIP
MONMO N
MON
COR SEWER EASEMENT
EIP
A
XL
E
JOHN 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 SEWER EASEMENTCITY OF RALEIGH20' SHADY AL-AWAR
;
;
;
60.00'
RIDOUT
JAMES & TERECA
HEIDI MORAVCIK
DONALD &
ACEVEDO
ALEXANDRA
APARTMENTS LLC
SYCAMORE GROVE
VUNDA MADIAMBA
NZINGA SUKIDI &
GLORIA SINGLETONR/WE
XI
S
TI
NGR/WEXI
S
TI
NGASSOCIATION. INC.
BRIGHTON COMMUNITY
HIGHLAND CREEK ASSN, INC.
THE TOWNHOMES AT DB 14066, PG 959COR SEWER EASEMENT15
16
17
18
18
20
20
32
30
31
CAT-1
CR
CR
B-77
AT-1 606570Submitted 11/5/2021
RUI
N2SFDWGR48" CHLWE=227.0'PONDWOODS
FEEDERBIRDBY4-125
BY4-124
BY4-123
BY4-122
BY4-121
WOODS
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
SITE 10
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
VALVE6" DIPINV=217.72'12" HDPEINV=228.26'INV=227.12'2SFDGSEE 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 9
BUFFER 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_BUF\07_U5748_prm_buf_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'
7
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
ALBERT & JOY ROWLANDWELL LOT
AQUA NC, INC
VAUGHN TRUST
NCDOT NCDOTNCDOT
NCDOT
39
41
41
44
41
44BARRY & GALE BLINSONR/WE
XISTIN
G
44
GREU 350, TL-3
CAT-1
GREU
3
5
0
, TL
-3
CAT-1 2530DRAIN POND PIPE CHANNEL STABILIZATIONDETAIL 30REMOVE
Submitted 11/5/2021
SiteStationStructureNo. (From/To)Size / Type2 -L- 23+58 - 26+19Bridge WideningX11170 7735 1890504 -L- 32+26 - 34+33 LT 2 @ 78" Pipe TrenchlessX2625 1836 44615 -Y4- 15+07 - 17+32 LT72" PipeX2854 1504 43586* -L- 36+58 - 40+67 RT Roadway WideningX18329 11898 3022712* -L- 40+67 - 41+72 RT24" PipeX3447 2184 56317 -L- 52+76 - 54+22 RT48" PipeX6586 3856 104428 -L- 59+07 - 60+10 RT15" PipeX2640 1782 44229 -L- 63+69 - 65+60 LT48" PipeX8674 5347 1402110* -Y2- 24+14 - 26+39 72" Pipe / Riprap DitchX48553 33525 8207811* -Y2- 25+09 - 25+79 RTRiprap DitchX2570 1528 409813 -L- 56+95 - 57+93 RT48" PipeX1876 792 266935356 22462 57818 73968 49525 123493 0 0NOTES:Revised 2018 Feb SHEET 8 OF 9BUFFER REPLACEMENTIMPACTSRIPARIAN BUFFER IMPACTS SUMMARY** Sites 6 & 12 and Sites 10 & 11 directly adjacent to each other.NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSTOTALS*:ROAD CROSSINGBRIDGEPARALLEL IMPACTZONE 1(ft2)ZONE 2(ft2)TYPEWAKE COUNTYU-574850168.1.1ALLOWABLEMITIGABLE11/02/2021ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)Submitted 11/5/2021
ZONE 1 (ft2)ZONE 2 (ft2)6 -L- 38+49 - 42+04 RT83338 -L- 59+06 - 60+10 RT105510 -Y2- 24+62 - 25+04268212070 0Revised 2018 Feb SHEET 9OF9WETLANDS IN BUFFERSSITE NO.STATION(FROM/TO)TOTAL:50168.1.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS11/02/2021WAKE COUNTYU-5748WETLANDS IN BUFFER IMPACTS SUMMARYSubmitted 11/5/2021