U2519BA_Permit_Drawing Permit Site 5 Original

SHEET NO.
INSET A
V ,
TDE �I
W �fn /
C MAX SLOPE
F
_ JB w/
MH
GLI
DENOTES
• MECHANIZED
CLEARING
F F DENOTES FILL
IN WETLAND
25 0 25 50
SCALE FOR INSET
50 25 0 50 100
SCALE
\
47 \
VERA KING \
S&E INSET A
e
tDE�
5 TONS CL B
RIP RAP
W/14 SY
GEOTEXTILE
MAX SLOP)
$ F
1B w/ 4.�
— — — MH
U-25/9BA /0
RAN SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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a�
s
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 30 OF 39
Q10 =12.0 cfs
V10 =1.9 ft/S
SITE 5
m�
5 TONS CL B RIP RAP
"L8T-/14 SY GEOTEXTILE
DDE Tp
i F
MAX SLOPE
0= 'CDC
—— — _5%
—______ 24"
RCP—Y 1B W/ �\
MH \ \
\\_F
09
-----��_—______-- I�
405+00
1 2GI
SEE DETAIL
AR
L'
SPECIAL CUT DITCHC
— SEE DETAIL J
LATERAL 4' BASE DITCH
W/227 TONS CL. B RIP RAP,
i 617 SY GEOTEXTILE 427 CY DDE
SEE DETAIL E
LOIS RIVERA
-L-
410*00
y
Q
F FL GR.
2GI 15" RCPIII
=``
%
F
F E
E
C�
LATERAL 4' BASE DITCH
W/633 TONS CL B RIP RAP,
1723 SY GEOTEXTILE,
EO
LATERAL 4' BASE DITCH
3804 CY DDI DDE
W/633 TONS CIL.B RIP RAP,
SEE DETAIL E
1723 SY GEOTEXTILE,
TEXTILE,
47
3804 CyDDE
SEE DETAIL E
VERA KING
RK K
P:(919187a-9569
900 Ridgefield orNe suite 3501 Raleigh, Nalth Carolina 2�
NC License N, 1-0112
Engineers I Construction Manager I Planners I Scientists
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