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23-0262- ESC DRAWINGS REVB red
Original PDF page 6, section 1. The text section number identifies this passage in the reader.
RET
WALL
WALL
RET
WALL
RET
WALL
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·
WALL
·
·
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·
6
WALL
PROBAB
RET
MGSD P D = 97m [AUSTR m (MIN)
PREFER
WALL
S
PREFER PPROACH FROM
SMALL
ASD FOR
RET RET
WALL
IS
RET
VERTICA .
WALL WALL RET WALL
D FOR IN 73m [AUSTROA
RET RET
WALL RET
WALL
WALL WALL WALL
TANCES
RET
SMALL
LE CONFL
RET RET
ER SISD
R
WALL WALL
RED =
E
A
L CURVE
TERSEC
WALL
RET
REWTALL RET
WALL L T
WALRE
REQUIRE OADS PART 4A-
REWTALL RET
ICT POIN
WALLL T
WALRE
S
RET
TION IS
C
WALL
O N
ON NECE
MENTS
T
FI RMED TO
90
ROUN
DS PART
RET
SSARY TO
6
D -A
BE ABOV
-B
WALL
4A- TABLE m (MIN)
O UT IS = 64
TA
STOPPIN
BLE 3.2]
E MINIMU
RET
3.1]
G
TENANC
M
WALL 7
TENANC
Y3
Y1
RET
ESJ
SITE TO RAPIDLY ACHIEVE 70%
CAJ
WALL
ESJ
GROUND
STABILISATION ONCE REQUIRED
PROVIDE INLET PROTECTION AS 775 m³ TYPE D PONDING VOLUME
ES
EX
RET
J
SJ
PIT/PIPE NETWORK INSTALLED. NO LONGER ACHIEVABLE
EX
D
ANY AREAS WITH ERODIBLE ES
J
SJ
MAINTAIN UNTIL SITE ACHIEVES 70
D
MATERIAL ARE TO BE CAPPED
WALL
CARPAR
ESJ
% STABILISATION (MINIMUM).
LINE OF SA
WITH STABLE GRAVELS
EC
RET
J
W CUT
EXSJD
ESJ
K
WALL
ESJ
ESJ
RET
ECJ
LINE OF SAW CUT
SMALL SM
ESJ
ESJ
EXSJD
ALL
ECJ ECJ
WALL
LINE OF SAW CUT
SMALL SM
AL
LEGEND:
TENANC
L
RET
Y2
ESJ
EXISTING CONTOURS (0.20m) ESJ
WALL
82.3m CLE
ESJ
PROBAB
EXSJD
DIRTY WATER DRAIN
EXSJD
COMMS
MSB
RET
AR SIGHT
ESJ
LE
DIRTY WATER DIVERSION BERM ESJ
CONFLIC
FACILITIES
WALL
LINE OF SAW CUT
EOT
LINE
EXSJD ESJ
CLEAN WATER DRAIN
ESJ
T POINT
ESJ
RET
SMALL
DE-WATERING
BASIN
CLEAN WATER DIVERSION BERM
WALL
EXSJD
ROOM
PUMP
LINE O
F SAW
VACUUM
PLANT
C UT
BUND
RET
GENERA
ESJ
LINE OF SA
WALL
FLOW DIRECTION
TOR
EXSJD
ESJ
RET
W CUT EX
ESJ
SEDIMENT FENCE WALL ECJ
6
RET
ECJ
WALL
RET
WALL
GULLY INLET PROTECTION
SJD
RET
WALL ESJ
RET
WALL
RET ESJ
WALL
EXSJD
ECJ
RET
STABLE GRAVELS WALL
EX
RET
SJ
D
FINAL SURFACE TREATMENT ECES
·
··
·
··
··
··
·
·
EXSJD
·
28.3
SISD = 25
·
·
TOWARD
SIGHT D
SISD = (D 2]
STABLE ENTRY/EXIT 4A- TABLE D IN ACCORDA
DETERM
mC
SAFE IN
SISD GO
VERTICA
LONGITU r
a = 2%
FOR 20
d = 0.46
ASSUME
V = 20
LEA
D T= 3 + 1. + V /(254x(d+0
+3.3 =
ISTANCE
RS
S EXIT):
T xV)/3
TE
IN
K
ROCK FILTER DAM
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