² ² ² ² ² ² ² ² ² ² ² ² ² ² ² ² ² ² ² ² ² ² ² ² REV AMENDMENTS DATE APP'D. Dalton Consulting Engineers Pty Ltd Sheet No. Rev Drawing No. Coords: Levels: Scale @ A1/A3 C NOT TO BE USED FOR CONSTRUCTION Written dimensions to take precedence over scale. Contractor shall check and verify all dimensions on site, Discrepancies to be brought to the attention of the Superintendent. Designed Date Verified Date Approved Date AN AN AN Drawn Date AN BLOOMDALE ESTATE PARCEL C - STAGE 30 146 DIGGERS REST-COIMADAI ROAD,DIGGERS REST 3427 SALES SERVICING PLAN SHEET 01 OF 04 12655.30SSP01 01 MGA AHD 1:250/1:500 M.CAPALDO - - K.PHAL - - R.MASON - - - - - PRELIMINARY DALTON ENGINEERS CONSULTING T 61 3 9813 7400 ABN 78 429 221 049 E [email protected]W dceng.com.au VICTORIA QUEENSLAND T 61 7 3374 9000 A A TENDER ISSUE 29/06/18 TL 2.5m 0m 5m 10m 15m Hor 1:250
REV AMENDMENTS DATE APP'D.Dalton Consulting Engineers Pty Ltd
Sheet No.
RevDrawing No.Coords:Levels:
Scale @ A1/A3C
NOT TO BE USED FORCONSTRUCTION
Written dimensions to take precedence over scale. Contractor shall check and verify alldimensions on site, Discrepancies to be brought to the attention of the Superintendent.
DesignedDate
VerifiedDate
ApprovedDate
AN
AN
AN
DrawnDateAN
BLOOMDALE ESTATEPARCEL C - STAGE 30146 DIGGERS REST-COIMADAI ROAD,DIGGERS REST 3427SALES SERVICING PLANSHEET 01 OF 04
SEWER AND DRAINAGE SERVICES WITH EASEMENT WHERE SHOWN
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FS & ES LEVELS ON DETAIL PLAN REFERENCE THIS POINT
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FS & ES LEVELS ON DETAIL PLAN REFERENCE THIS POINT
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(AS SHOWN ON FILL PLAN)
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(AS SHOWN ON FILL PLAN)
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(AS SHOWN ON FILL PLAN)
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(AS SHOWN ON FILL PLAN)
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(AS SHOWN ON FILL PLAN)
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(AS SHOWN ON FILL PLAN)
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%%UKEY
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%%UFILL PLAN NOTES
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THIS PLAN SHOWS DETAILS OF WORKS AFFECTING THE NATURAL SURFACE OF THE LAND WITHIN THE SUBDIVISION WHICH HAVE BEEN CARRIED OUT OR ARE PROPOSED TO BE CARRIED OUT PRIOR TO REGISTRATION OF THE PLAN OF SUBDIVISION, BEING FILL PLACED ON THE LAND TO THE EXTENT AND DEPTH SHOWN ON THIS PLAN. THIS PLAN DOES NOT SHOW ANY OTHER FILL WHICH MAY HAVE BEEN PLACED ON THE LAND PRIOR TO THE CIVIL WORKS BEING UNDERTAKEN. THIS PLAN HAS BEEN PREPARED FOR THE PURPOSE OF CONSTRUCTING SUBDIVISIONAL WORKS AND IS NOT A RECORD OF 'AS BUILT DETAILS'. FILLING SHOWN LESS THAN 200mm DEEP IS GRADED OR SPREAD OVER ALLOTMENTS TO CORRECT MINOR SURFACE IRREGULARITIES SUCH AS FURROWS ETC AND LOT GRADING. IRRESPECTIVE OF THE DEPTH OF FILLING FOUNDATIONS MUST BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH A SOIL CLASSIFICATION AND REPORT PREPARED FOR THE PURPOSE AND IN ACCORDANCE WITH THE APPROPRIATE BUILDING REGULATIONS. THE AREA MARKED THUS ON THIS PLAN INDICATES FILL DEEPER THAN 200mm PLACED ON ALLOTMENTS. THE EXTENT OF AND DEPTH OF FILL MUST BE CONFIRMED BY A PROPER GEOTECHNICAL INVESTIGATION BY AN EXPERIENCED PRACTITIONER.
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SSP01
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1 IN 4 SIDE BATTER
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BIN BAYS FOR LOT 3005 & 3006
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ELECTRICAL KIOSK SITE
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REV AMENDMENTS DATE APP'D.Dalton Consulting Engineers Pty Ltd
Sheet No.
RevDrawing No.Coords:Levels:
Scale @ A1/A3C
NOT TO BE USED FORCONSTRUCTION
Written dimensions to take precedence over scale. Contractor shall check and verify alldimensions on site, Discrepancies to be brought to the attention of the Superintendent.
DesignedDate
VerifiedDate
ApprovedDate
AN
AN
AN
DrawnDateAN
BLOOMDALE ESTATEPARCEL C - STAGE 30146 DIGGERS REST-COIMADAI ROAD,DIGGERS REST 3427SALES SERVICING PLANSHEET 02 OF 04
TYPICAL EARTHWORKS BATTER TREATMENT (BETWEEN LOTS - SIDE BOUNDARY - NON DRIVEWAY SIDE) SCALE: N.T.S.
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PB
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- HIGH SIDE -
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- LOW SIDE -
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2.00m
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2.00m
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2.00m
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* FS PAD LEVEL
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FS PAD LEVEL *
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PAD ON BOUNDARY
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PAD OFFSET
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0.50m
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0.50m
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0.50m
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BATTER VARIES 1 IN 4 MAX.
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PB
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- ROAD -
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* FS PAD LEVEL
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* FS PAD LEVEL
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- ALLOTMENT - (WHEN ABOVE ROAD)
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3.00m
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3.00m
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3.00m
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- ALLOTMENT - (WHEN BELOW ROAD)
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300mm
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300mm
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300mm
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BATTER VARIES 1 IN 4 MAX.
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TYPICAL EARTHWORKS BATTER TREATMENT (LOT FRONTAGE TO ROAD) SCALE: N.T.S.
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PAD OFFSET
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FS & ES LEVELS ON DETAIL PLAN REFERENCE THIS POINT
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(AS SHOWN ON FILL PLAN)
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(AS SHOWN ON FILL PLAN)
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(AS SHOWN ON FILL PLAN)
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(AS SHOWN ON FILL PLAN)
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%%UKEY
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%%UFILL PLAN NOTES
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THIS PLAN SHOWS DETAILS OF WORKS AFFECTING THE NATURAL SURFACE OF THE LAND WITHIN THE SUBDIVISION WHICH HAVE BEEN CARRIED OUT OR ARE PROPOSED TO BE CARRIED OUT PRIOR TO REGISTRATION OF THE PLAN OF SUBDIVISION, BEING FILL PLACED ON THE LAND TO THE EXTENT AND DEPTH SHOWN ON THIS PLAN. THIS PLAN DOES NOT SHOW ANY OTHER FILL WHICH MAY HAVE BEEN PLACED ON THE LAND PRIOR TO THE CIVIL WORKS BEING UNDERTAKEN. THIS PLAN HAS BEEN PREPARED FOR THE PURPOSE OF CONSTRUCTING SUBDIVISIONAL WORKS AND IS NOT A RECORD OF 'AS BUILT DETAILS'. FILLING SHOWN LESS THAN 200mm DEEP IS GRADED OR SPREAD OVER ALLOTMENTS TO CORRECT MINOR SURFACE IRREGULARITIES SUCH AS FURROWS ETC AND LOT GRADING. IRRESPECTIVE OF THE DEPTH OF FILLING FOUNDATIONS MUST BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH A SOIL CLASSIFICATION AND REPORT PREPARED FOR THE PURPOSE AND IN ACCORDANCE WITH THE APPROPRIATE BUILDING REGULATIONS. THE AREA MARKED THUS ON THIS PLAN INDICATES FILL DEEPER THAN 200mm PLACED ON ALLOTMENTS. THE EXTENT OF AND DEPTH OF FILL MUST BE CONFIRMED BY A PROPER GEOTECHNICAL INVESTIGATION BY AN EXPERIENCED PRACTITIONER.
SEWER AND DRAINAGE SERVICES WITH EASEMENT WHERE SHOWN
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FS & ES LEVELS ON DETAIL PLAN REFERENCE THIS POINT
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(AS SHOWN ON FILL PLAN)
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(AS SHOWN ON FILL PLAN)
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REV AMENDMENTS DATE APP'D.Dalton Consulting Engineers Pty Ltd
Sheet No.
RevDrawing No.Coords:Levels:
Scale @ A1/A3C
NOT TO BE USED FORCONSTRUCTION
Written dimensions to take precedence over scale. Contractor shall check and verify alldimensions on site, Discrepancies to be brought to the attention of the Superintendent.
DesignedDate
VerifiedDate
ApprovedDate
AN
AN
AN
DrawnDateAN
BLOOMDALE ESTATEPARCEL C - STAGE 30146 DIGGERS REST-COIMADAI ROAD,DIGGERS REST 3427SALES SERVICING PLANSHEET 03 OF 04
TYPICAL EARTHWORKS BATTER TREATMENT (BETWEEN LOTS - SIDE BOUNDARY - NON DRIVEWAY SIDE) SCALE: N.T.S.
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PB
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- HIGH SIDE -
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- LOW SIDE -
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2.00m
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2.00m
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2.00m
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* FS PAD LEVEL
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FS PAD LEVEL *
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PAD ON BOUNDARY
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PAD OFFSET
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0.50m
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0.50m
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0.50m
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BATTER VARIES 1 IN 4 MAX.
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PB
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- ROAD -
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* FS PAD LEVEL
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* FS PAD LEVEL
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- ALLOTMENT - (WHEN ABOVE ROAD)
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3.00m
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3.00m
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3.00m
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- ALLOTMENT - (WHEN BELOW ROAD)
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300mm
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300mm
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300mm
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BATTER VARIES 1 IN 4 MAX.
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TYPICAL EARTHWORKS BATTER TREATMENT (LOT FRONTAGE TO ROAD) SCALE: N.T.S.
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PAD OFFSET
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FS & ES LEVELS ON DETAIL PLAN REFERENCE THIS POINT
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(AS SHOWN ON FILL PLAN)
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(AS SHOWN ON FILL PLAN)
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(AS SHOWN ON FILL PLAN)
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(AS SHOWN ON FILL PLAN)
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%%UKEY
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%%UFILL PLAN NOTES
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THIS PLAN SHOWS DETAILS OF WORKS AFFECTING THE NATURAL SURFACE OF THE LAND WITHIN THE SUBDIVISION WHICH HAVE BEEN CARRIED OUT OR ARE PROPOSED TO BE CARRIED OUT PRIOR TO REGISTRATION OF THE PLAN OF SUBDIVISION, BEING FILL PLACED ON THE LAND TO THE EXTENT AND DEPTH SHOWN ON THIS PLAN. THIS PLAN DOES NOT SHOW ANY OTHER FILL WHICH MAY HAVE BEEN PLACED ON THE LAND PRIOR TO THE CIVIL WORKS BEING UNDERTAKEN. THIS PLAN HAS BEEN PREPARED FOR THE PURPOSE OF CONSTRUCTING SUBDIVISIONAL WORKS AND IS NOT A RECORD OF 'AS BUILT DETAILS'. FILLING SHOWN LESS THAN 200mm DEEP IS GRADED OR SPREAD OVER ALLOTMENTS TO CORRECT MINOR SURFACE IRREGULARITIES SUCH AS FURROWS ETC AND LOT GRADING. IRRESPECTIVE OF THE DEPTH OF FILLING FOUNDATIONS MUST BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH A SOIL CLASSIFICATION AND REPORT PREPARED FOR THE PURPOSE AND IN ACCORDANCE WITH THE APPROPRIATE BUILDING REGULATIONS. THE AREA MARKED THUS ON THIS PLAN INDICATES FILL DEEPER THAN 200mm PLACED ON ALLOTMENTS. THE EXTENT OF AND DEPTH OF FILL MUST BE CONFIRMED BY A PROPER GEOTECHNICAL INVESTIGATION BY AN EXPERIENCED PRACTITIONER.
SEWER AND DRAINAGE SERVICES WITH EASEMENT WHERE SHOWN
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FS & ES LEVELS ON DETAIL PLAN REFERENCE THIS POINT
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(AS SHOWN ON FILL PLAN)
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(AS SHOWN ON FILL PLAN)
LIMIT O
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REV AMENDMENTS DATE APP'D.Dalton Consulting Engineers Pty Ltd
Sheet No.
RevDrawing No.Coords:Levels:
Scale @ A1/A3C
NOT TO BE USED FORCONSTRUCTION
Written dimensions to take precedence over scale. Contractor shall check and verify alldimensions on site, Discrepancies to be brought to the attention of the Superintendent.
DesignedDate
VerifiedDate
ApprovedDate
AN
AN
AN
DrawnDateAN
BLOOMDALE ESTATEPARCEL C - STAGE 30146 DIGGERS REST-COIMADAI ROAD,DIGGERS REST 3427SALES SERVICING PLANSHEET 04 OF 04
TYPICAL EARTHWORKS BATTER TREATMENT (BETWEEN LOTS - SIDE BOUNDARY - NON DRIVEWAY SIDE) SCALE: N.T.S.
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PB
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- HIGH SIDE -
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- LOW SIDE -
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2.00m
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2.00m
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2.00m
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* FS PAD LEVEL
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FS PAD LEVEL *
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PAD ON BOUNDARY
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PAD OFFSET
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0.50m
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0.50m
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0.50m
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BATTER VARIES 1 IN 4 MAX.
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PB
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- ROAD -
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* FS PAD LEVEL
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* FS PAD LEVEL
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- ALLOTMENT - (WHEN ABOVE ROAD)
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3.00m
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3.00m
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3.00m
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- ALLOTMENT - (WHEN BELOW ROAD)
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300mm
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300mm
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300mm
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BATTER VARIES 1 IN 4 MAX.
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TYPICAL EARTHWORKS BATTER TREATMENT (LOT FRONTAGE TO ROAD) SCALE: N.T.S.
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PAD OFFSET
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FS & ES LEVELS ON DETAIL PLAN REFERENCE THIS POINT
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(AS SHOWN ON FILL PLAN)
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(AS SHOWN ON FILL PLAN)
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(AS SHOWN ON FILL PLAN)
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(AS SHOWN ON FILL PLAN)
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%%UKEY
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%%UFILL PLAN NOTES
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THIS PLAN SHOWS DETAILS OF WORKS AFFECTING THE NATURAL SURFACE OF THE LAND WITHIN THE SUBDIVISION WHICH HAVE BEEN CARRIED OUT OR ARE PROPOSED TO BE CARRIED OUT PRIOR TO REGISTRATION OF THE PLAN OF SUBDIVISION, BEING FILL PLACED ON THE LAND TO THE EXTENT AND DEPTH SHOWN ON THIS PLAN. THIS PLAN DOES NOT SHOW ANY OTHER FILL WHICH MAY HAVE BEEN PLACED ON THE LAND PRIOR TO THE CIVIL WORKS BEING UNDERTAKEN. THIS PLAN HAS BEEN PREPARED FOR THE PURPOSE OF CONSTRUCTING SUBDIVISIONAL WORKS AND IS NOT A RECORD OF 'AS BUILT DETAILS'. FILLING SHOWN LESS THAN 200mm DEEP IS GRADED OR SPREAD OVER ALLOTMENTS TO CORRECT MINOR SURFACE IRREGULARITIES SUCH AS FURROWS ETC AND LOT GRADING. IRRESPECTIVE OF THE DEPTH OF FILLING FOUNDATIONS MUST BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH A SOIL CLASSIFICATION AND REPORT PREPARED FOR THE PURPOSE AND IN ACCORDANCE WITH THE APPROPRIATE BUILDING REGULATIONS. THE AREA MARKED THUS ON THIS PLAN INDICATES FILL DEEPER THAN 200mm PLACED ON ALLOTMENTS. THE EXTENT OF AND DEPTH OF FILL MUST BE CONFIRMED BY A PROPER GEOTECHNICAL INVESTIGATION BY AN EXPERIENCED PRACTITIONER.