19980260 Ver 6_U2579DEF_SITE20A_NOCON_20210108

RENTABLE: NCDOT_ permits_NOCON.tbl
PLOT DRIVER: NCDOT_ pdf_col or_ eng_ 100.plt
USER: NWOMACK DATE: 1/8/2021 TIME: 3:25:44 PM
FILE: Flatiron_Construction_Corp.\Flatiron-U-2579_D_E_F_WS\6.0_ CAD _BIM \6.2_WIP\U-2579DEF\Hydraulics\ PERMITS_Environmental\Drawings \ U2579DEF_PRM_ 4C PSH.dgn
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47" WV"(
FENCE
LATERAL 'V' DITCH
SEE DETAIL 21-1
DDE = 206 CY
STANDAR'V' DITCH
DETAIL 21-2
D E = 53 CY
BANK STABILIZATION
SY 11 arEXTI 5
EST 7
SEE DETAIL 21-12
TDE
MILL CREEK %J5 0 00
(ES-S20)
SITE 20 /1
4' STANDARD BASE DITCH
SEE DETAIL 21-3
DDE = 60 CY
BANK STABIL7LATION /
RIP RAP AT EMBANKMENT
CLASS 'B' RIP RAP
EST 16 TONS
31 SY GEOTEXTILE
SEE DETAIL 21-5
PROPOSED
CHANNEL CHANGE
CLASS 'I' RIP RAP
EST 137 TONS
232 SY GEOTEXTILE
SEE DETAIL 21-10
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FENCE
BANK STABILIZATION
CLASS 'B' RIP RAP
EST 7 TONS
15 SY GEOTEXTILE
SEE DETAIL 21-12
CLASS II RIP RAP
TO ELEV. 857.5'
5' STANDAR
CLASS 'r
EST 11 T
CLASS II RIP
TO ELEV. 8
/
F� -L- +84.46
/ �, 302.73' RT
/ - +01.25
6.70' RT
EOMONT
—TOE PROTECTION E
EST
0-TEXTILE
SEE DET L
Natural
Ground
DETAIL 21-10
STANDARD BASE DITCH
( Not to Scale)
Geote,Ble
'When B is < 6.0'
Natural
Ground
Min. D= 3.0F.
Max. d= 3.0F.
B- 3.0Ft.
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 LT
FENCE
DETAIL 21-11
STANDARD BASE DITCH
( Not to Scale)
'When B is < 6.0'
in. D= 3.0Ft.
d= 3.0F.
B= 5.0Ft.
Type of Liner= Class 'I' Rip -Rap
FROM -L- STA. 281+50 TO STA. 281+58 RT
DETAIL 21-3
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Grown . J T 1.� Gmun
Min. D= 1.5Ft.
B= 4.0Ft.
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
Charlotte, NC 28202
NC License Number F-0991
35 13.5 0 35 50
GRAPHIC SCALE
PROJECT REFERENCE NO. SHEET NO.
U-2579D, E & F 21
RNY SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Wtptbe�
FLATIRON
SPECIAL 2' BERM BASE DITCH
CLASS 'B' RIP RAP
EST 235 TONS
418 SY GEOTEXTILE
SEE PROFILE FOR DETAILS
SEE DETAIL 21-9
DETAIL 21-12
BANK STABILIZATION AT
JURISDICTIONAL STREAM
I Not to Scale)
NATURAL BED
ELEVATION
al
Grown. .t Grown
Type of Liner- CL I Rip -Rap
GEOTEXTILE
FROM -L- STA. 285+00 LT
DETAIL 21-5
RIP RAP AT EMBANKMENT
(Not to Scale)
Type of Liner= 16 TONS,CL'B' Rip-Rsp
Geotextile= 31w
FROM -L- STA. 286+75 TO STA. 287+50 LT FROM -L- STA. 286+65 TO STA. 286+75 LT
LEGEND:
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DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
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1—
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W
U
1-
N
PERMIT DRAWING
SHEET OF