20130037 Ver 1_Application_20130312

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N:VTB NORTH CAROLINA, H.
343 E. Six Barks Rood, Suit¢ 200
9alaiyk,Norlh Carolina 27609
HNTBYC Licevo No: L —Ji54
DATE MARCH 5, 2013
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HOW REFERENCE NO. SHIF NO
C401AD 12
Rho HE NO.
RAIEROAD DESIGN EWE
ENGINEER ENGINEER
RREI.IMIN RS' PLANS
00 NOT USE 60 CONSTRUCTION
SPECIAL CUT
DETAIL B
SPECIAL CUT BASE DITCH
Not Scale)
Natural front
Ground �I ID Ditch
Slope
Min D= 2.0ft.
B= 5.0ft•
PROM STA. 7675 +00 TO STA. 7689 +00 RT.
FROM STA, 1664 +00 TO STA, 7681 +00 LT.
SEE DETAIL K- - - - - -- --- - - - - -- m
5' SPECIAL CUT STANDARD'V DITCH °
BERM BASE DITCH BASE DITCH 1 SEE DETAIL I a
SEEDETAILJ SEEDETAILB j S =19.50% ,, DARf}°
n, Vl,RTC.H-
"® BERM BASE DITCH
LEGEND
f f
DENOTES HU IN
d D
WETLAND
Nolurol
DENOTES EXCAVATION
Ground
d
IN WETIRND
a
B
DENOTES IMPACTS IN
B40 R.
SURFACE WATER
PSRM
DENOTES TEMPORARY
Max, d =1.0 ft•
IMPACTS IN SUREACE WATER
B =5,0 R.
DENOTES MECHANIZED
b =3.0 H.
CEEARING
�.M.1
Bnre
zd -t *s�
u RT,A 1
�A'�dwM Pp'�l
HOW REFERENCE NO. SHIF NO
C401AD 12
Rho HE NO.
RAIEROAD DESIGN EWE
ENGINEER ENGINEER
RREI.IMIN RS' PLANS
00 NOT USE 60 CONSTRUCTION
SPECIAL CUT
DETAIL B
SPECIAL CUT BASE DITCH
Not Scale)
Natural front
Ground �I ID Ditch
Slope
Min D= 2.0ft.
B= 5.0ft•
PROM STA. 7675 +00 TO STA. 7689 +00 RT.
FROM STA, 1664 +00 TO STA, 7681 +00 LT.
SEE DETAIL K- - - - - -- --- - - - - -- m
5' SPECIAL CUT STANDARD'V DITCH °
BERM BASE DITCH BASE DITCH 1 SEE DETAIL I a
SEEDETAILJ SEEDETAILB j S =19.50% ,, DARf}°
n, Vl,RTC.H-
"® BERM BASE DITCH
S =3505 °ln„
SEE DETAIL L
1 °
t fit'.
d D
I N01 to koW b
Nolurol
TRACK
�'I ti
D
Ground
d
5 SPECIAL CUT
a
B
-• BASE DITCH
B40 R.
$EELETA &
PSRM
OiENiIIE
Max, d =1.0 ft•
5' SPECIAL CUT.,
B =5,0 R.
BASE DITCH A
NAH
b =3.0 H.
SEE DETAIL T ll� .y
Type of liner= Cl
1
FROM STA. 1616 +00 TO STA. 1618 +50 RT•
DETAIL K
I Not 0 scale)
�10
OHsite ' Railroad
Drainage Suhhollosl
feature
Geolerlile
Section View
Natural Natural
Ground D ?a2 C1 Ground
Geofallle B
Min. D =Loft.
Type of liner= CL I Rip -Rap 8=2.0k
STA. 7678 +50 RT.
DETAIL J
Ground 12
BERM BASE DITCH
d D
I N01 to koW b
Nolurol
TRACK
�'I ti
D
Ground
d
Min, D =2AR
a
B
Max• d =1Aft.
B =5.O f
B40 R.
W.B.
Type of liner=
PSRM
FROM STA. 1616 +00 TO STA. 1618 +50 RT•
DETAIL K
I Not 0 scale)
�10
OHsite ' Railroad
Drainage Suhhollosl
feature
Geolerlile
Section View
Natural Natural
Ground D ?a2 C1 Ground
Geofallle B
Min. D =Loft.
Type of liner= CL I Rip -Rap 8=2.0k
STA. 7678 +50 RT.
FROM STA, 7678 +50 TO STA 1680 +00 RT.
xe`
DETAIL U
STANDARD BASE DITCH
INotto Scale)
JW
UW
L
Noturol
DETAIL L
Ground 12
BERM BASE DITCH
d D
Not to Smlei
Geoterllie
B
Natural
TRACK
d Ground 'I
JD'
B40 R.
Type of liner= Cl Rip -Rap
Min D =2.0
OiENiIIE
Max, d =1.0 ft•
B =5,0 R.
b =3.0 H.
Type of liner= Cl
I Rip -Rap
FROM STA, 7678 +50 TO STA 1680 +00 RT.
xe`
DETAIL U
STANDARD BASE DITCH
INotto Scale)
JW
UW
L
Noturol
Nafurol
Ground 12
n Ground
d D
Geoterllie
B
Min.
Max. d =2.0 K
When B is < 6.0'
B40 R.
Type of liner= Cl Rip -Rap
-Ml— STA. 7678 -81 IT
:N
,5
5
aW
PERMIT DRAW NG�
SHEET Cf '