HomeMy WebLinkAboutZ-6165 Map 9STRUCTURE TYPE
DIA. BOX
WALL THICKNESS
I NORTHING
EASTING
YARD INLET
1 6'
I 8'
113788&842211180084,8881
30 15 0 30 640
mwmww
SCALE
ry-ia oov,o-.L� LIF11UNAL I KANJI I iuty C,uurilln , 15' RCP
E=1180084,8881 FROM PCCMP (SMOOTH INTERIOR) ABANDON
TO HDPE AT A POINT
44' LEFT OF CENTERLINE
1�:1��►1�/1:�4/ 111 41 1►
'BM #1
;PS SET IN PP
ZEFERENCES BM HS -99-1
.LEV, = 388,98
TBM #2
CPS SET IN 36' GUM
REFERENCES BM HS -99-2
ELEV. = 393,53
NOTE
1, CONTRACTOR SHALL CREATE DIVERSION
DITCHES TO DIVERT SEDIMENT TO
DETENSION POND.
2, WHETHER USING ALL PCCMP OR
OPTING TO USE HDPE, MAXIMUM
ALLOWABLE 'N' VALUE SHALL BE 0,012,
OF AUTO
�c Mger Rrm �a
94 Inc. : p
o
#79
gNBAS
-
S`ATf pp.
ARANSAS
RESIST R�
PROFIS
ENG
�, - *
L�W�E,R
(5 SQ, YDS.)
TER BERM
C5,01
=R DETENTION
WEIR,
SQ, YDS.)
CUT
SEGMENTAL BLOCK
i WALL
387,00
383,00
'ES
RAP(24 SQ, YDS,)
381,00
OF SILT FENCE
FEET C5.01
20T South Izard c Lit41e Rock,