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Troe of �Iner= Lll55 'B'p�0-pW
AT STA.113+70 -L-'LT� Est. 17 Tons tY�e OF �Iner- GRA55
AT STA.113+95 -L- LT) Est. 11 Tons FROM STA. 113+95 TO STA. 175+50 -L- (LT)
DDE = 191 CY
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Sta. No.876.0i b= VAR, ii.
fype of Lfner= CLASS 'B' Rlp-ROp
�ROM STA.112+50 TO STA.113+65 -L- (LT)
E t 59 Tons Est. 118 Sq. Yds. Geotexrile DDE = 142 CY
'ROM STA. 115+50 TO STA. 716+23 -L- (LT)
st. 37 Tons Est. 41 Sq. Vds. Gemeznle DDE = 50 CV
NC PRi50N DEPT. �C`J
26
DETAIL BC
LATERAL 'V' DITCH
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DDE = 23 CY
DETAIL P
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SEE DE IL E
LATER4l 5' BASE DITCH
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ATERAL 'V' DITCH
EE, bETAIL BC .
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PROIECT REFERENCE NO.
U-25258
WW SHEET NO.
'.OADWAY DESIGN
ENGINEER
$HEET NO.
ENGINEER
PERMIT DRAWING
`�-�iEET 32 OF 93
Revised 9/24/13
Revised b22�15
Added Bank Stabilization
at Inlet of culvert (Site 10)
CLA55 "B" RIP RAP
W/GEOTE%TILE
EST.2 TONS /
EST. 7 SY GEOTEXT� y
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iS „B„ RIP RAP
EOTEXTILE
4 TONS
12 SY GEOTEXTILE
CL45S "B" RIP RAp
�_ W/GEOTEXTILE
EST. 3 70N5
EST.10 SY GEOTEXTILE
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no.� oo iso.00
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WETLAND
CYYy Of GreensbOr
27 +�� *� +� � . DENOTES MECHANIZED
�, ,� ,� ,� CLEARING
�DENOTES IMPACTS IN
SURFACE WATER
� DENOTES EXCAVATION
� IN WETLAND
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� ` � DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
\100' 0' 100'
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CRAPHI CALE
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^?��� SHEET 43 FOR -L- PROFILE
SE SHEETS C-b THRU C-10 FOR CULVERT PLAN