20180561 Ver 1_More Info Received_20180629

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DETAIL A
SPECIAL CUT DITCH
( Not to Smle�
Fronf
Ditch
Naturol � Slope
Ground 3y D
Min. D= Variable.
DETAIL B
STANDARD 'V' DITCH
( Nof to $wle)
Natural Natural
Ground 3.� � � Ground
Aprje� p �o,�e<
�
Min. D= Variable.
FROM STA.16 + 31 TO STA.16 + 80 LT
\
_ _
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_
O ANNETTE L.DAUGHETY
DB 09E P 54
B/
BUFFER ZONE l
IMPACTS = 1335 SqFt.
BUFFER ZONE 2
IMPACTS = 780 SqFt. /
S/
PERMANENT N
� STREAM /MPACTS = 30 LINEAR FEET N
m
Impacts in
Surface W
SPECIAL CUT DITCH STANDARD
SEE DETAIL A \ SEE DETAIL
s—
— �-� i
F F F�
F� � _ — — �
F ` _
—�
F -� I
���—_
\F F\ �_
\`
F � �
B9 EFi E<
BUFFER ZONE l
IMPACTS = 850 Sq.Ff. /
BUFFER ZONE 2
IMPACTS = 785 SqFt.
O ANNETTE L.DAUGHETY
DB 09E P 54
� DENOTES IMPACTS IN
BUFFER ZONE 1
\�������� DENOTES IMPACTS IN
��L���������� BUFFER ZONE 2
�DENOTES IMPACTS IN
SURFACE WATER
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/
m
O
WANOA & BUTCH HOWARD FAMILY
DB 361 P 988
B2
BUFFER ZONE l
IMPACTS = 950 SqFt.
BUFFER ZONE 2
IMPACTS = 1180 Sq.Ft.
F
N
PROIECT REFERENCE NO.
SHEEf NO.
Z
� �n
� � `�
� �
—F— — � � �
—
—
SR l30/ (l8' BSTI � —
F — — — F F
� -/_�-�- � �
/F � �
— , �� R/W
F �
f—� " � ' ''�— E
, ,
�
/
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i �
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� �P ..
/ ,� 83
BUFFER ZONE l
m `� IMPACTS = 905 SqFf.
� / �� BUFFER ZONE 2
IMPACTS = 595 SqFt.
O
WANDA & BUTCH HOWARD FAMILY
DB 361 P 988
30' 0' 30' 60' 90'
GRAPHIC SCALE
DETAIL C
RIP RAP AT EMBANKMENT
( Nor ro sca�e)
10'min.
Ditch 7.0'mi� z
Grade
GEOTEXTILE �
Type of Liner= 7 TONS,CL II Rip-Ra
C,entexfile= 9
FROM STA.16+90 LT.
DETAIL D =
FALSE SUMP �
� Not To Smle� �
Outside Ditch _ Iz p•I_
Traffic Flow ,���� 20:7 'I f
f- S — e �.
S=Ditch Slope � Proposed Ditch
FROM STA.16+25 RT