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CHANGE - Engineering Plans
Original PDF page 9, section 2. The text section number identifies this passage in the reader.
ExS
AS3600. SL72 MESH MIN 50mm TOP COVER TO AS1304. MIN
D
121.8 S STANDARD DRAWINGS THE CONTRACTOR WILL ENSURE AN
114.6
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100mm BASE COURSE WHERE SUBGRADE CBR <=6. LOCATION
115
ADEQUATE STRUCTURAL DESIGN IS UNDERTAKEN FOR THE AND TYPE OF INTERNAL CONCRETE JOINTS TO CONFORM TO
ExT
121.8
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SUBJECT STRUCTURE TO BE CONSTRUCTED TO. STRUCTURAL ENGINEERS SPECIFICATION.
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CONTRACTOR TO POTHOLE AND
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LOCATE DEPTH OF WATER SERVICES
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11
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122.2
WITHIN VERGE AND ORGANISE
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122.2
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67. LOWERING OF WATER MAINS AS
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115.2
REQUIRED TO ENSURE CLEARANCE LEGEND:
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755 ADJACENT BOUNDARY
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PROPOSED BOUNDARY
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116.0 EXISTING MAJOR CONTOUR
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80. EXISTING BUILDING
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119.8 EXISTING KERB AND CHANNEL
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981 E EXISTING UNDERGROUND ELECTRICAL
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.2 100kL DETENTION TANK CONNECTED TO SW EXISTING STORMWATER
SW
123
ROOF DRAINAGE TO HYDRAULIC
P
123.2
117
ExS
REFER DRAWING C043 ENGINEERS SPECIFICATIONS. REFER W EXSTING WATER
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6
1.
118
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FOR CARPARK AND 12
DRAWINGS C054 AND C055 FOR DETAILS.
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118
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FOOTPATH DETAILS S EXISTING SEWER
C5605 EXISTING STORMWATER
118
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3
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INLET PIT. PIT TO BE JET
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RP99323 T EXISTING TELSTRA
120
118
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CLEANED AND SEDIMENT
120
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119
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CLEARED TO ALLOW
120.6
EXISTING TREES
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119 .4
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FREE DRAINAGE.
119
123.8
120.8
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