Original source · versioned page text
A6880 - Eng - June 2024
Original PDF page 13, section 1. The text section number identifies this passage in the reader.
S
kl 7.70 tw 8.37 tw 8.72 8.00 tw 8.32
8.0
tw 8.64 tw 8.07 8.0
8.00
7.75
7.75
O/s 0.15
RL7.20 0
DRAINAGE NOTES:
O/s 0.13
7.75
0
7.50
7.75 7.50
RL7.69
RL7.91 RL7.94
RL6.85
7.75 LEGEND:
PROPOSED 1200x1200
IL UNKNOWN
7.10
7.50
7.90
7.94
7.2 7.23 7.1 GRATED
7.25
PIT WITH RAISED 1. ALL STORMWATER CATCHMENT NAMES ARE AS PER THE
7.75
RL7.20 RL7.10 RL7.02
D
6.87
T
cl 7.90
7.00
BOLT DOWN GRATE. PROPOSED BIORETENTION AREA STORMWATER PITS THEY CONTRIBUTE TO.
7.1 6.7
kl 7.66
7.47 7.33 7.1 CONSTRUCTED 5OVER 2. REFER DRAWINGS /CA01 FOR STORMWATER CATCHMENTS AND
EB 7.75 EB 7.77
RL7.3 RL7.2 EXISTING Ø900 STW PIPE CALCULATION TABLES.
E
6.40
S
RL7.86 RL7.89 RL7.3 7.09
TO ACCEPT UPSTREAM
RL7.64 7.29 7.28 7.2 3. UNLESS NOTED OTHERWISE ALL PIPES ARE R.C.P. CLASS 3, R.R.J.
RL7.8 7.38 RL7.15 PROPOSED BUILDING AREA
EXTERNAL SITE OVERFLOW 4. UNLESS NOTED OTHERWISE ALL STORMWATER MANHOLES ARE
RL7.3 7.26
kl 7.63 EB 7.71
7.35 7.01
PROVIDE 200dia ROCK TO BE STD 1050 DIA
EB 7.71
RL7.1 RL6.96 .50 5. CONSTRUCTION TRAFFIC TO BE EXCLUDED FROM PIPEWORK
RL 5
D
1
SCOUR PROTECTION OVER
T
7.50
6.97
PROPOSED DESIGN SURFACE LEVEL TRENCHES UNTIL SUCH TIME AS PAVEMENT OVERLAY IS
BIDIM BAFRIC
E
7.36 7.22 6.26
7.74 8.02
RL7.3
8.00
7.75
COMPLETE & WRITTEN APPROVAL IS RECEIVED FROM THE
2
7.73
7.82
RL7.15 7.41 7.41 7.27 FINISHED SURFACE CONTOUR SUPERINTENDANT
WASH
S
cl 7.82
RL7.3 7.37
6. WHERE IT IS IMPRACTICAL TO EXCLUDE CONSTRUCTION TRAFFIC
EXISTING SURFACE CONTOUR
3
7.0
kl 7.59
7.42
DOWN
7.7
7.34
ALL WHEEL LOADS MUST BE CONFINED TO 20mm STEEL BRIDGING
7.0
7.6
23
7.50
7.45 7.20
7.5
7.40 7.27
7.4
FL 8.31 7.54 7.46
BAY
7.25 PLATES AS DETAILED
7.3
FL 7.61
4
7.00 6.95
7.2
PROPOSED DRAINAGE NETWORK
D
7. BEDDING/HANCHING MATERIALS & BACKFILL TO BE COMPACTED IN
T
5
22
RL7.23 RL7.3 IL6.9 LAYERS NOT EXCEEDING 150mm THICK USING VIBRATING PLATE
7.25
1 2
5
O/s 8.06
RL7.75 OR SIMILAR COMPACTILE EFFORT. HYDRAULIC COMPACTION
kl 7.55
CARPARK WORKSHOP 3 A
21
STORMWATER MANHOLE / LABEL
S
6
ALONE IS UNACCEPTABLE.
.2
13
RL7.59RL7.45
Lot 256 MCH 4539 FFL7.35
ge
7.70
6 RL6.90
rid
8. BEDDING/HAUNCHING MATERIAL TO BE COMPACTED AT MOISTURE
D
RL7.59 RL7.81 RL7.84 FL 0.00
20
7.25
7.69
3 CONTENT 60% > OPTIMUM > 90% AS DETERMINED AS1289.5.7.1
ALL ROOFWATER TO BE PIPE PROPOSED GRATED INLET / LABEL (STD)
A
SLMH - 6.54
OFFICE VIA SEAL LINE TO SURFACE
D
19
T
9. TRENCH COMPACTION TESTING TO BE CARRIED OUT AT THE
IL - 4.57
ExIL5.168
7.04
cl 7.74 7.59
RL7.23 FFL7.35 LEVEL OF BIO BASIN 1 RL7.00 RL7.00 FOLLOWING INTERVALS WITH ALL RESULTS SUBMITTED TO THE
6.25
kl 7.50 RL7.50RL7.38 DIRECTION OF MAJOR OVERLAND FLOW
RL7.07 FL 7.43 SUPERINTENDENT FOR APPROVAL:-
RL7.50 RL7.72 RL7.75 5 RL6.87
IL6.9 EXISTING TELSTRA RETICULATION 10. SELECT PIPE BACKFILL:
O/s 3.17
W RAISE EXISTING STW PIPE T
7.65 W W RL7.3
D
W TO SUIT DESIGN SURFACE 11. - 1 TEST EACH DRAINAGE LINE
18
kl 7.49 W W D EXISTING STORMWATER DRAINAGE
8
.8
0
W
6.83
10
7.5
ExIL5.123
LEVELS WITH NEW 12. STORMWATER PITS AND MANHOLES TO BE PRECAST ITEMS TO
Ø300
ge
0
FL 7.42
7.5
7.53
rid
7
RL7.3 W EXISTING WATER RETICULATION SUIT NOMINATED CLASS & DEPTH UNLESS NOTED OTHERWISE
O/s 3.90
IMPERVIOUS CLASS 'D'LID
17
kl 7.48 7.55
7.65
13. ALL PIPEWORK TO BE CUT BACK FLUSH WITH PIT WALLS AND
7.25
W S EXISTING SEWER RETICULATION
D
6
7.50
.0
10
7.49
7.1
8
SEALED USING EPOXY MORTOR
TG
S
16
7.32
RL7.25 14. ALL PIT BASES TO BE RENDERED TO FALLS USING EPOXY
IL6.7
IL6.7
RL7.25
7.5
T
9
7.49 7.31
7.0 MORTOR SUCH THAT THEY ARE FREE DRAINING
15
D
6.9 15. CONTRACTOR TO SUBMIT THE FOLLOWING MINIMUM QUALITY
6.50
6.50
RL7.00 7.49 RL6.7 IL5
10
RL7.00 RL6.7
.90 RL6.80 ASSURANCE DOCUMENTATION UPON COMPLETION:-
7.1
7.48 See the original
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