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Engineering Drawings
Original PDF page 8, section 2. The text section number identifies this passage in the reader.
P13
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(2) 'KASEY' ALLOY KERB ADAPTORS OR APPROVED EQUIVALENT, ONE ON EACH
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Visitor Visitor
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COMMON BOUNDARY IF THE ALLOTMENT FRONTAGE IS RELATIVELY FLAT OR ONE AT
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D.P
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THE DOWN STREAM COMMON BOUNDARY AND ONE IN THE MIDDLE OF THE
D.P
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D TANK OUTLET
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ALLOTMENT FRONTAGE.
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P3
MANHOLE
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- IL 5.93
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P23 P14
375Ø RCP OUTLET PIPE
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11. CONSTRUCTION TRAFFIC TO BE EXCLUDED FROM PIPEWORK TRENCHES UNTIL SUCH
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BIO BASIN REFER DWG 1
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TIME AS PAVEMENT OVERLAY IS COMPLETE & WRITTEN APPROVAL IS RECEIVED
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1
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FROM THE SUPERINTENDENT WQ01 FOR DETAILS
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BIO BASIN
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P4
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P24 P15
12. WHERE IT IS IMPRACTICAL TO EXCLUDE CONSTRUCTION TRAFFIC ALL WHEEL LOADS
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UNIT 19
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MUST BE CONFINED TO 20MM STEEL BRIDGING PLATES AS DETAILED.
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Datum 4.00 RL 4.00
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13. BEDDING/HANCHING MATERIALS & BACKFILL TO BE COMPACTED IN LAYERS NOT
SECTION C
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P5
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EXCEEDING 150MM THICK USING VIBRATING PLATE OR SIMILAR COMPACTILE EFFORT. E 1120.251
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2
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SCALE: 1:50
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HYDRAULIC COMPACTION ALONE IS UNACCEPTABLE.
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N 5012.450 1 OUTLET MANHOLE
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14. ALL PROPOSED STORMWATER OUTLETS NOTED AS "STONE PITCHED HEADWALL" ARE
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RL 5.70
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E 1121.251 3
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TO BE DIMENSIONED IN ACCORDANCE WITH MAIN ROADS CONCRETE EQUIVALENT. P6
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DETENTION TANK 0.045
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N 5012.450 1
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PROPOSED FENCE REFER
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15. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS STANDARD
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A LANDSCAPE ARCHITECT DWGS
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D.P
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D.P
SPECIFICATION. 150Ø ORIFICE
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BIO BASIN FOR DETAILS
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-
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3
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2
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16. ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS AVAILABLE FOR THE
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1 1
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CONTRACTOR VIA COMPUTER MODEL PROVIDED BY ALTA PROJECTS. HOWEVER,
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UNISEX PWD
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0.45
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ALTA PROJECTS ACCEPTS NO RESPONSIBILITY FOR INCORRECT SETOUT FROM THE
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AMENITIES IL 5.70
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DATA PROVIDED. CONTRACTOR SHOULD CONFIRM THE CORRECT COORDINATESCOMMERCIAL COMMERCIAL
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FFL 5.75 BLOCKWORK RETAINING WALL
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IL 5.30
FFL 5.75
Pump Room
Fire Hydrant
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WITH THE MANHOLE SETOUT DATA PROVIDED ON THESE DRAWINGS. FFL 5.75 REFER STRUCTURAL DWGS
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2x100Ø ORIFICE
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