19980260 Ver 6_Site 20 Permit Sheet U2579DEF_20210108

RENTABLE: NCDOT_ permits_NOCON.tbl
PLOT DRIVER: NCDOT_ pdf_col or_ eng_ 100.plt
TIME: 10:37:31 PM
DATE: 12/19/2018
dra ulics\ PERMITS_Environmental\Drawings \ U2579DEF_PRM_ 4C PSH.dgn
Flatlron_Constru ctl an_ Corp.AFlatiron-U-2579_D_E_F_WSV6.0_CAD_BIMV6.2_WIPAU-2579DEF\F
z
0
Ni \ o / ( 0
8Sf
\ \\\ cn\ \/—/ —\ (\ 0
N
J
STANr1A$D 'V' DITCH
SS$EE'' DETAIL 21-2
47" WW FENCE
LATERAL FVe DITCH „==,_____.. ............ F
CLASS II RIP RAP
TO ELEV. 857.5'
F S 5' STANDAR
CLASS 'P
EST 11 T
$V
BASE.
PRAP
NS
EOTEXTIL
I 21-11
H-
co
BANK STABILIZATION
CLASS '8' RIP RAP
EST 7 TONS
15 SY GEOTEXTILE
SEE DETAIL 21-12
ES-S53
MILL CREEK
(ES-S20)
4' STANDARD BASE DITCH
SEE DETAIL 21-3
BANK STABIL7LATION /
RIP RAP AT EMBANKMENT
CLASS 'B' RIP RAP
EST 16 TONS
31 SY GEOTEXTILE
SEE DETAIL 21-5
PROPOSED
CHANNEL CHANGE
CLASS '1' RIP RAP
EST 137 TONS
232 SY GEOTEXTILE
SEE DETAIL 21-10 /
20
WORKPAD BE
INTAIN 50% FLOW WIDTH.
PUE
CREEK
PUE
DETAIL 21-10
STANDARD BASE DITCH
( Not to Scale)
Natural NaturalGround .� n� Ground
Geotextile Min. D= 3.0F.
Max. d= 3.0F.
'When B is < 6.0'
Type of Liner= Class 'I' Rip-Rop
FROM -L- STA. 285+20 TO STA. 285+65 LT
DETAIL 21-2
STANDARD 'V' DITCH
( Not to Scale)
FROM -L- STA. 283+00 TO STA. 285+15 L
4Y
Js �j ls/ s,}
CLASS 'B' RIP RAP
EST 8 TONS
21 SY GEOTEXTI
PUE
47" WW FENCE
BANK STABILIZATION
CLASS 'B' RIP RAP
EST 7 TONS
15 SY GEOTEXTILE
SEE DETAIL 21-12
47" WW FENCE
PUE
DETAIL 21-11
STANDARD BASE DITCH
( Not to Scale)
'When B is < 6.0'
in. D= 3.0Ft.
d= 3.0F.
8= 5.0FI.
Type of Liner= Class 'I' Rip -Rap
PUE
FROM -L- STA. 281+50 TO STA. 281+58 RT
DETAIL 21-3
STANDARD BASE DITCH
(Notto Scale)
NaNml Natural
Gmun
Min. D= 1.5Ft.
B= 4.0Ft.
C
8,1
PUE
DETAIL 21-12
BANK STABILIZATION AT
JURISDICTIONAL STREAM
(Not to Scale)
NATURAL BED
ELEVATION
Groucal
Type of Liner= CL I Rip -Rap
PUE
round
GEOTEXTILE
FROM -L- STA.285+gg -L- LT
Ditch
Grade
DETAIL 21-5
RIP RAP AT EMBANKMENT
( Not to Scale)
10'min
0'mi
GEOTEXTILE
Type of Liner= 16 TONS,CL'B' Rip-Rop
Geotextile= 31sy
FROM -L- STA. 286+75 TO STA. 287+50 LT FROM -L- STA. 286+65 TO STA. 286+75 LT
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
STV Engineers, Inc.
100 900 West T de St., Suite 715
P Charlotte, NC 28202
NC License Number F-0991
35 13.5 0 35 50
GRAPHIC SCALE
2' BERM BASE DITCH
SEE DETAIL 21-9
LEGEND:
///!
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
PUE
PROJECT REFERENCE NO. SHEET NO.
U-2579D, E & F 21
R'W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR X/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FLATIRON
PUE
PUE
PUE
PERMIT DRAWING
SHEET OF