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Attachment 7 - Civil Drawings_LR
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
DRAINAGE NOTES:
tw 8.64
RL7.20
tw 8.07 8.0
8.00
8.0
7.75
7.75
0
O/s 0.15
LEGEND:
O/s 0.13
7.75
7.50
7.75
0
7.50
RL7.91 RL7.94 7.75
RL7.69 RL6.85 7.50 PROPOSED 1200x1200
IL UNKNOWN
7.1
7.10
7.94
7.2 GRATED PIT WITH RAISED 1. ALL STORMWATER CATCHMENT NAMES ARE AS PER THE
7.90
RL7.20 RL7.10
7.23
RL7.02
7.25
7.75
6.87
D
cl 7.90
T
BOLT DOWN 7.00
GRATE. PROPOSED BIORETENTION AREA STORMWATER PITS THEY CONTRIBUTE TO.
7.1
CONSTRUCTED 5OVER
6.7
kl 7.66
7.47 7.33 7.1 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
RL7.86 RL7.89
S
RL7.64 RL7.3 7.29 7.28 7.2 7.09
TO ACCEPT UPSTREAM 3. UNLESS NOTED OTHERWISE ALL PIPES ARE R.C.P. CLASS 3, R.R.J.
RL7.8 RL7.15 PROPOSED BUILDING AREA
7.38
EXTERNAL SITE OVERFLOW 4. UNLESS NOTED OTHERWISE ALL STORMWATER MANHOLES ARE
RL7.3 7.26
7.35 7.01
PROVIDE 200dia ROCK TO BE STD 1050 DIA
.50
kl 7.63 EB 7.71
RL7.1 RL6.96 5. CONSTRUCTION TRAFFIC TO BE EXCLUDED FROM PIPEWORK
RL 5
EB 7.71
SCOUR PROTECTION OVER
D
1
T
PROPOSED DESIGN SURFACE LEVEL
6.97
7.50
7.36 7.22
BIDIM BAFRIC TRENCHES UNTIL SUCH TIME AS PAVEMENT OVERLAY IS
E
RL7.3
8.02 6.26
COMPLETE & WRITTEN APPROVAL IS RECEIVED FROM THE
7.74
8.00
7.75
2
7.82
RL7.15 FINISHED SURFACE CONTOUR SUPERINTENDANT
WASH
7.73 7.41 7.41 7.27
S
cl 7.82
RL7.3 7.37
6. WHERE IT IS IMPRACTICAL TO EXCLUDE CONSTRUCTION TRAFFIC
EXISTING SURFACE CONTOUR
DOWN
3
7.42
7.0
ALL WHEEL LOADS MUST BE CONFINED TO 20mm STEEL BRIDGING
kl 7.59
7.7
7.34
7.0
7.45
7.6
7.20
7.50
7.27
BAY
7.40
7.5
PLATES AS DETAILED
23
FL 8.31 7.25
7.4
7.54 7.46
PROPOSED DRAINAGE NETWORK
7.3
FL 7.61 7.00 6.95
4
7.2
7. BEDDING/HANCHING MATERIALS & BACKFILL TO BE COMPACTED IN
D
5
T
RL7.23 RL7.3 IL6.9 LAYERS NOT EXCEEDING 150mm THICK USING VIBRATING PLATE
22
1 2
7.25
5
OR SIMILAR COMPACTILE EFFORT. HYDRAULIC COMPACTION
kl 7.55
RL7.75
O/s 8.06
CARPARK WORKSHOP 3 A
STORMWATER MANHOLE / LABEL ALONE IS UNACCEPTABLE.
S
6
RL7.59RL7.45
.2
21
Lot 256 MCH 4539 FFL7.35
13
7.70
RL6.90
ge
6 8. BEDDING/HAUNCHING MATERIAL TO BE COMPACTED AT MOISTURE
rid
D
RL7.59 RL7.81 RL7.84 FL 0.00
CONTENT 60% > OPTIMUM > 90% AS DETERMINED AS1289.5.7.1
7.25
3
20
7.69
ALL ROOFWATER TO BE PIPE PROPOSED GRATED INLET / LABEL (STD)
A
OFFICE VIA SEAL LINE TO SURFACE
SLMH - 6.54
9. TRENCH COMPACTION TESTING TO BE CARRIED OUT AT THE
D
T
19
LEVEL OF BIO BASIN 1
IL - 4.57
7.04
cl 7.74
ExIL5.168
RL7.23
7.59
FFL7.35 RL7.00 RL7.00 DIRECTION OF MAJOR OVERLAND FLOW FOLLOWING INTERVALS WITH ALL RESULTS SUBMITTED TO THE
RL7.50RL7.38
6.25
kl 7.50
RL7.07 FL 7.43 SUPERINTENDENT FOR APPROVAL:-
RL7.50 RL7.72 RL7.75 5 RL6.87
W IL6.9 RAISE EXISTING STW PIPE T EXISTING TELSTRA RETICULATION 10. SELECT PIPE BACKFILL:
O/s 3.17
W W RL7.3
7.65
W W TO SUIT DESIGN SURFACE 11. - 1 TEST EACH DRAINAGE LINE
D
EXISTING STORMWATER DRAINAGE
kl 7.49
W W
D
18
8
.8
12. STORMWATER PITS AND MANHOLES TO BE PRECAST ITEMS TO
0
6.83
LEVELS WITH NEW
10
7.5
ExIL5.123
Ø300
90° 00' 00"
FL 7.42
63500 mm
ge
0
7.53
EXISTING WATER RETICULATION
7.5
rid
W
SUIT NOMINATED CLASS & DEPTH UNLESS NOTED OTHERWISE
7
RL7.3 IMPERVIOUS CLASS 'D'LID
O/s 3.90
kl 7.48 7.55
17
13. ALL PIPEWORK TO BE CUT BACK FLUSH WITH PIT WALLS AND
7.65
S EXISTING SEWER RETICULATION
7.25
W
D
7.50
6
.0
7.1 SEALED USING EPOXY MORTOR
7.49
10
8
TG
S
RL7.25 14. ALL PIT BASES TO BE RENDERED TO FALLS USING EPOXY
IL6.7
7.32
16
RL7.25
IL6.7
7.49
7.0 MORTOR SUCH THAT THEY ARE FREE DRAINING
7.5
T
9
7.31
6.9 15. CONTRACTOR TO SUBMIT THE FOLLOWING MINIMUM QUALITY
D
15
RL7.00 7.49
6.50
IL5
6.50
RL6.7 RL6.80 ASSURANCE DOCUMENTATION UPON COMPLETION:-
10
RL7.00 RL6.7
.90
RL6.95
C1
7.1
7.48
1 RL7.0
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