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Attachment C - Amended Engineering Plans
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Original PDF page 14, section 2. The text section number identifies this passage in the reader.
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(2) 'KASEY' ALLOY KERB ADAPTORS OR APPROVED EQUIVALENT, ONE ON EACH
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RL 6.80
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COMMON BOUNDARY IF THE ALLOTMENT FRONTAGE IS RELATIVELY FLAT OR ONE AT
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0.3
2.6m - RE-USE TANK
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57m3 TSORAGE
THE DOWN STREAM COMMON BOUNDARY AND ONE IN THE MIDDLE OF THE
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D
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ALLOTMENT FRONTAGE. COLLECTOR MANHOLE 1
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- 1
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RL 5.70
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11. CONSTRUCTION TRAFFIC TO BE EXCLUDED FROM PIPEWORK TRENCHES UNTIL SUCH
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BIO BASIN REFER DWG 375Ø RCP OUTLET PIPE
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TIME AS PAVEMENT OVERLAY IS COMPLETE & WRITTEN APPROVAL IS RECEIVED
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WQ02 FOR DETAILS USIL 5.85
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FROM THE SUPERINTENDENT
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BIO BASIN
DSIL 5.84
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RL 4.60
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12. WHERE IT IS IMPRACTICAL TO EXCLUDE CONSTRUCTION TRAFFIC ALL WHEEL LOADS
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375Ø RCP OUTLET PIPE
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MUST BE CONFINED TO 20MM STEEL BRIDGING PLATES AS DETAILED. RL 5.7 Datum 4.00
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SECTION C
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13. BEDDING/HANCHING MATERIALS & BACKFILL TO BE COMPACTED IN LAYERS NOT
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EXCEEDING 150MM THICK USING VIBRATING PLATE OR SIMILAR COMPACTILE EFFORT. E 1120.251 PROPOSED FENCE
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2 SCALE: 1:50
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HYDRAULIC COMPACTION ALONE IS UNACCEPTABLE. N 5012.450 1 REFER LANDSCAPE
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ARCHITECT DWGS
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14. ALL PROPOSED STORMWATER OUTLETS NOTED AS "STONE PITCHED HEADWALL" ARE RL 8.09 FOR DETAILS
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3No.ORIFICES REFER
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E 1121.251 OUTLET MANHOLE
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TO BE DIMENSIONED IN ACCORDANCE WITH MAIN ROADS CONCRETE EQUIVALENT. 3
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RL5.70
5.7 ABOVE FOR DETAILS
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RL 0.9
1
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N 5012.450
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15. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS STANDARD RL 7.20
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A LIMIT OF RE-USE
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SPECIFICATION.
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-
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2 3 BIO BASIN
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16. ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS AVAILABLE FOR THE
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1 1 150Ø OUTLET PIPE
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CONTRACTOR VIA COMPUTER MODEL PROVIDED BY ALTA PROJECTS. HOWEVER,
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TO BIO BASIN
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COMMERCIAL COMMERCIAL
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ALTA PROJECTS ACCEPTS NO RESPONSIBILITY FOR INCORRECT SETOUT FROM THE RL 5.70 RL 5.70 BLOCKWORK
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DATA PROVIDED. CONTRACTOR SHOULD CONFIRM THE CORRECT COORDINATES RETAINING WALL
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TANK RL See the original
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