C204368 Affected Area

DocuSign Envelope ID: F134E620-BF10-4C73-A60A-7FB6FOCD41C2
DETAILAM
FALSE SUMP
(
Not to Scale)
Median Ditch
9 �J 2' --
II
ee Chart Below) 20' I GI
_ S —
etc.
S=Ditch Slope
Proposed Ditch
Ditch Grade
L
Ditch Grade
L
0.0% To 2.0%
20'
Over 4.0% To 6.0%
40'
Over 2.0% To 4.0%
30'
Over 6.0%
150'
C
=C
\1
M
n
L
L
i
1LL
0
6 U c-
oro -
C\ O +'
,-,Er
STA. 220+00 -L- (CL)
STA. 224+00 -L- (CL)
STA. 227+50 -L- (CL)
STA.231+00 -L- (CL)
N\
1
DETAIL _K
PIPE OUTLET CHANNEL
( Not to Scale)
Natural Natural
Ground P,p/sT� OpN� Ground
N� @ t�NG
4't'K D
CHANNEL BED
(Variable)
Length = 22'---- D
Est = _39--- Tons of Class _ _ RipRap
STA.229+81.52 -L- (LT)
/2
B. V. HEDRICK GRAVEL & SAND COMPANY
DB 1035 PG 260
PLAT SLIDE 169-D
PLAT SLIDE 169-D110Cl)
m o
o ,
EIP
l
LW ;
N � �
-L -
PI Sto 180 +84.12
Z� =
104°01'53" (RT )
D =
0°45100.0"
L =
13,870.84
T =
9,783.54
R =
7,639.44
SE
= 0.03
D.S.
= 70 mph
DETAIL RA
TOE PROTECTION
( Not to Scale)
F�
Natural `L1S�0
Ground b ,
d
Pls
Sto 222 +38.09
9s
= 0°45"00.0"
Ls
= 200.00
ST
= 66.67
LT
= 133.33
4
060
2Q
2
/3
B.V. HEDRICK GRAVEL & SAND COMPANY
DB 976 PIS 240
PLAT SLIDE 253-A
DETAIL L
LATERAL BASE DITCH
( Not to Scale) b
Fill
Notur21
Ground �/ D Z� r/Ft. Slope
d Min. D = 1.5 Ft.
B GEO-
TEXTILE Max. d = 1.5 Ft.
When B is < 6.0' B = 4.0 Ft.
b = 5.0 Ft.
Type of Liner = CLASS "I"
STA.224+50 TO 226+20-L-(RT)
(EST 94 TONS; EST 200 SY GEOTEXTILE)
DETAIL Al
TOE PROTECTION
( Not to Scale)
F�
Natural .L�o`�S�°pe
Ground �—b—{
d
d = 1.5 Ft.
b= 3.0 Ft. Geotextile
Type of Liner= CLASS "I" Rip -Rap
FROM STA. 220+50 -L- TO STA. 224+45 -L- RT. O
(Est.Qty. 130 Tons; 270 SY GEOTEXTILE) n
�o n
N
O
� O
W N
Z �
(f)N
/2
AMSOUTH TIMBER COMPANY TE, LLC
DB 1491 PIS 404
NOTE:
ALL PIPES LOCATED IN JURISDICTIONAL
STREAMSARE TO BE BURIED 207. OF PIPE
DIAMETER UP TO I FT OF DEPTH
SEE SHEET 34 FOR -L- PROFILE