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Civil Plans_19660_20260213_OPW_[A-B]
Original PDF page 4, section 1. The text section number identifies this passage in the reader.
495
MCH591 PRELIMINARY EARTHWORK VOLUMES LEGEND
T
TE
CUT VOLUME (TO NOMINAL ROAD SUBGRADE) 2460 m³
W
EO
FILL VOLUME 2380 m³ 156 EXISTING CONTOUR (0.5m INTERVAL)
19
POTTERY ST
NOTES RP35066 EXISTING EDGE OF BITUMEN
1. NO ALLOWANCE MADE FOR STRIPPING.
T
PP 2. NO ALLOWANCE MADE FOR BULKING OR COMPACTION. EXISTING KERB & CHANNEL
PP EO EO
W
EO EO
W W W
3. ALLOWS FOR A 375mm BOXING DEPTH FOR ROAD PAVEMENT.
W D EXISTING STORMWATER DRAINAGE
EROSION & SEDIMENT CONTROL NOTES EO EXISTING ELECTRICAL OVERHEAD
T
THIS DRAWING IS PROVIDED FOR GUIDANCE ONLY.
111 EXISTING TELCO (RECORDS)
EO
T
W
THE CONTRACTOR SHALL ASSESS WHAT MEASURES ARE REQUIRED TO
SAWCUT, DEMOLISH AND SUIT THE PROPOSED CONSTRUCTION METHODOLOGY. S EXISTING SEWER (RECORDS)
EXISTING REMOVE EXISTING PAVEMENT THE FOLLOWING EROSION AND SEDIMENT CONTROL MEASURES SHALL W EXISTING WATER (RECORDS)
SHED BE USED IN CONJUNCTION WITH THIS PLAN BUT NOT LIMITED TO:
T
156 PROPOSED CONTOUR (0.5m INTERVAL)
EO
W
CLEAN WATER DIVERSION IECA STD DRG DC-01
DIRTY WATER DIVERSION IECA STD DRG DC-01 PROPOSED TOP OF BANK
EXISTING DWELLING SF SEDIMENT FENCE IECA STD DRG SF-01 & 02 PROPOSED TOE OF BANK
T
117 INLET FILTER SOCK IECA STD DRG FS-01 PROPOSED 'V' DRAIN INVERT
W
DEMOLISH AND REMOVE EXISTING
EO
CHECK DAM IECA STD DRG RCD-01
DRAINAGE PIT SURROUND AND SV PROPOSED BUILDING PAD
COVER. RETAIN EXISTING CHAMBER W W W W
T T
110
T T
116
D SITE ENTRY / EXIT IECA STD DRG EXIT-01 110.00 PROPOSED FINISHED LEVEL
RETAIN EXISTING DRIVEWAY ACCESS
AND CLEAN WATER DIVERSION DRAIN D
WT115.00 WB114.00 PROPOSED WALL LEVELS (TOP / BTM)
W
D
115
DURING CONSTRUCTION OF ROAD 1 D
EO
RELOCATE POTTERY STREET SIGN
PROPOSED GROUTED ROCK RETAINING WALL
7 3 2 1
114
XX PROPOSED 'NO CLEARING ZONE'
CLEARING OF THE EXISTING VEGETATION IN THE
SF
113
PROPOSED CONSERVATION COVENANT
W
ROAD VERGE SHALL BE KEPT TO THE ABSOLUTE
MINIMUM TO UNDERTAKE THE PROPOSED WORKS SF SAWCUT, DEMOLISH
112
EO
AND REMOVE PROPOSED CLEARING AND GRUBBING EXTENTS
EXISTING PAVEMENT
WT116.41 PROPOSED EARTHWORKS
GROUTED ROCK RETAINING WALL WB116.32 CUT FILL
109 W
REFER DETAIL ON DRG C203
106
107
108
WT116.19
EO
WB114.77 REFER LEFT FOR CONTINUATION
WT116.38
SF
RED ST FH
SF
8 WB114.93
W
REMOVE EXISTING POWER POLE PP
RELOCATE NO THROUGH ROAD SIGN
REFER ELECTRICAL DRAWINGS SF W W W 106 W W
T
S
EO
EO
W
106
SF
WT115.34
EO
SF
W W W W
W
WB114.84 PP EO EO EO PP EO EO
EO EO PP EO EO EO EO
TE
T T T T
T
S
W
REFER DRAWING C101 FOR CONTINUATION
105 EO
EO
SF
W
EO
T
POTHOLE EXISTING TELCO LINE AND WATER EO
T
S
SF MAIN PRIOR TO CONSTRUCTION. CONFIRM
114
W
SF
CLEARANCE TO PROPOSED WATER MAIN.
SF
EO
104 EO
W
EO
T
SF
T
S
110
111
112
113
109
EO
W
9 109
SF
W
EO
T
103
EO
SF
T
S
POTTERY ST
ROAD 1
W
SF
W
113
EO
T
102
EO
1
T
S
RP71117
W
112.93 112.71 111.67 109.69
W
T
112
EO
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